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Plans (4) BU P2016-00261 2 0F 2 VICINITY MAP DAl? �`� a E,464410101 At 4 ,fte ilt lrli 4? ��lie 6AjIV(44� It 0, 4,..4!� 41 4, F� Redmond, WA , at > �' �,, RECEIVED �� fit A 1 40 c 4 . .� t 4 s4, * �F 0� .4 IV Cti 4 r 4'' ' NOV 2 8 2017 1Q1LAC Slit: o 17 th spSilit 0 s ____,.. SCtate of O9rAecndnSn.trourccintguSrateelCSlr /70iiiili _ , . IIS ttotit II IpTY cOialFtyTCIGoAdeRD 4Ai% SPECIAL 1NSPECTE0f � v o . r � o f a cn 1 4tir * *1* • ip aqiewi .k.. / IIIIIIIIIIII v coLuoo� oo!_ oo a v c. 2m Eo oeo 11 IR a ; a o oOv oQiv., mT �o "• . ,,,,, � fSC 4 * t• ' � 1 Iii,DRAGE 4, iBolts Installed In Concrete U S. S2 ' . s - PROJEC ❑ I ial Noment-�e.istIng Concrete Frame 4 .1PV * CfAT ❑ Aei c ,Steel&Prestressing SLtei Tendons o quo cikE a ' - � mvoE_Q Na ". # 0 �° c mho iiiiri oil' .,.,%. f �`tiStructural Welding r NY .4.!h 414 f. 1Ojai ' F a do L y o : Nror'E o ,Y # � o 1 1+4 ± F ' nghtlJcl?ing 6 7;,21) ".-c- ' O d �L 3 O C N - ;NI, 40, • of"''' �M ,. Nigh. t L U ... Gl J y O NONON,_ .- O0 _,q 0++ yd - :"*? * StructuralSTORAGE FACILITY .° ` 0106,c ?T isr„ 4. 404i, NjEw ® Reinforced Gypsums Concrete „ mE ,n o _, U - 0' L O- C•C C ONoN G N o.oo _�, af T 80 .c -• x' erd \' � ❑ Insulating( 7 H,@ am U UL O ,_ a) L» 0 07 '50U7 0 ¢<a z o v3aEo_aUva FkntenruryItlio * "lbe . ..4A 00 12500 S W PACIFIC HIGHWAY . Spray - t:VS' atBCIA15 t$ + ► $410, ❑ Pgrn2s,Crsll.d.rer a.;.Casscns cr. c::::. CNI E �*" L �,c ' tb llp ,IIIt1otxe� co ItC c\I 4:::, a J ti4 � � `IN11CtSno °OOOe * • ✓ � � � . � Fa � oo 6 //13 . Id � 2 � '� ' TIGARD OREGO \I 97223 ® a.i��I S� � N � . O. % •..$'1 Ativyi TIGARD , = ,di 2 CO (B X 2 C Cir Irl _ U/ o '. u_ cu - ;s1 ,,,,,c) 11 1:1 t I' co o DEFERRED SUBMII GENERAL NOTES DESIGN CODES PROJECT TEAM PROJECT DATA SHEET INDEX co NE GENERAL CONTRACTOR (GC) SHALL BE RESPONSIBLE FOR VERIFYING EXISTING FIELD CONDITIONS AND A. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL GOVERNING BUILDING 12800 SW PACIFIC AVE GENERAL: (01 LI) Lea6 APPLICANT: ARCHITECT: ¢ SITE ADDRESS: COORDINATING ALL DEFERRED SUBMITTALS. THE GC'S SUBCONTRACTOR(S) SHALL BE RESPONSIBLE FOR CODES AND REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK 2014 OREGON STRUCTURAL SPECIALTY CODE 127405W PACIFIC HWY5P,LLC MAGELLAN ARCHITECTUREA0.10 COVER SHEET AND PROJECT DATA GO 0 VERIFYING COMPLIANCE WITH LOCAL AUTHORITIES AND ALL CURRENT CODES, REGULATIONS AND REQUIREMENTS. THAT HAS BEEN PERFORMED WHICH DOES NOT MEET THESE CODES AND REGULATIONS. 2014 OREGON FIRE CODE 5301 DTC BLVD 8383 158th AVENUE NE,#280 11GARD, OREGON 97223 A0.20 EGRESS PLANS AND CODE SUMMARY M GO T.) .:3 °O 1- 2014 OREGON MECHANICAL SPECIALTY CODE GREENWOOD VILLAGE, CO 80111 REDMOND, WA 98052 A0,21 BUILDING CODE SUMMARY&FIRE PROTECTION NOTES DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SMALL BE SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL B. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE TO THE ARCHITECT'S 2014 OREGON PLUMBING SPECIALTY CODE TEL,: 303-759-7008 TEL.: 425.885-4300 LEGAL DESCRIPTION & PARCEL: 2S102BD01503; A0.30 ICC A117.1-2009 GENERAL CODE NOTES&DETAILS IN RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A CONSTRUCTION DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR REPORTING 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE MOB.: 303-842-5690 MOB.: 2066173716 FREWING'S ORCHARD TRACTS Lot:) A0,40 ICC A117,1 2009 GENERAL CODE NOTES&DETAILS NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND BEEN FOUND TO IMMEDIATELY TO THE ARCHITECT ANY DISCREPANCIES OR DETAILS WHICH DO NOT MEET 2011 OREGON ELEVATOR SPECIALTY CODE CONTACT: JON 5UDDARTH CONTACT: DIRK McCULLOCH BE IN GENERAL CONFORMANCE TO THE DESIGN OF NE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BUILDING CODES AND CONSTRUCTION STANDARDS. CIVIL(OMITTED APPROVED UNDER SEPARATE PERMITT:. st BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. 2014 OREGON ELECTRICAL SPECIALTY CODE JSUDDARTH@WILLIAMWARREN.COM DIRK@MAGELLANARCHITECTS.COM opt■� �r ue . C. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON SITE PRIOR TO THE ARCH.OF RECORD: PEDRO CASTRO JURISDICTION: CITY OF TIGARD SELF STORAGE COMMENCEMENT OF CONSTRUCTION. IN THE EVENT OF CONFLICTS OR CHANGES BETWEEN TITLE 18TIGARD MUNICIPAL CODE A.K.A. TIGARD COMMUNITY DEVELOPMENT MECHANICAL&PLUMBING: ( CODE) PROPERTY ZONING: C-G (COMMERCIAL - GENERAL) REVISION 1. THE MECHANICAL & PLUMBING WORK FOR THE PROJECT SHALL BE PERFORMED AS DESIGN-BUILD, THE GC DETAILS, BETWEEN THE PLANS AND SPECIFICATIONS, THE ARCHITECT SHALL BE CIVIL ENGINEER: LAND USE CONSULTANT: NOTIFIED IMMEDIATELY. PIONEER DESIGN GROUP PETER FINLEY FRY MCP,Ph.D. SHALL SUBMIT WITH THE BID A PROPOSED HVAC AND PLUMBING DRAWING THAT COORDINATES WITH NE 90205W WASHINGTON SQ. RD,#170 2153 SW MAIN STREET,#105 SITE AREA CALCULATIONS AND CONDITIONS (.9 J•ARCHITECTURAL DRAWINGS AND COMPLIES WILL ALL CODES, REGULATIONS AND REQUIREMENTS. D. THE CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES AND PIPING BEFORE 9020 SW W SHOR 97223 2153 SAND, OR 97205 2. THE GC'S MECHANICAL SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL BEGINNING WORK. SITE AREA (ORIGINAL): 62,464 S.F. (1.43 ACRES) NECESSARY MECHANICAL PERMITS. TEL.: 503-643-8286 TEL.: 503-274-2744 , 3. THE GC'S PLUMBING SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL E. THE GC SHALL COORDINATE ALL OPERATIONS WITH THE OWNER, INCLUDING AREA FOR CONTACT: LUKE LAPPIN MOB.: 503-703-8033 DEDICATION AREA: t 3,381 S.F. LANDSCAPE (FOR REFERENCE ONLY- UNDER SEPARATE PERMIT): U WORK, MATERIALS STORAGE, AND ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS LLAPPIN@PD-GRP.COM PETER@FINLEYFRY.COM L-1 TREE PRESERVATION AND REMOVAL AND TREE CANOPY-PLANTING PLAN NECESSARY PLUMBING PERMITS. OR NOISY WORK, TIMING OF WORK AND INTERRUPTION OF MECHANICAL AND ELECTRICAL POST-DEDICATION SITE AREA: 59,083 S.F. (1.36 ACRES) 1-2 PLANTING NOTES AND DETAILS O SERVICES, NOISY OR DISRUPTIVE WORK SHALL BE SCHEDULED AT LEAST ONE (1) WEEK IN MAX. IMPERVIOUS AREA (0 $5%a 50,221 S.F. ELECTRICAL L-3 IRRIGATION AND PLANTING SPECIFICATION 1. THE ELECTRICAL WORK FOR THE PROJECT SHALL BE PERFORMED AS DESIGN-BUILD. THE GC SHALL SUBMIT ADVANCE OF THE TIME WORK IS TO COMMENCE. LANDSCAPE ARCHITECT: SURVEYOR: LL PROPOSED IMPERVIOUS AREA: 49,967 S.F. (84.6%) L-4 IRRIGATION AND PLANTING DETAILS WITH THE BID A PROPOSED ELECTRICAL DRAWING THAT COORDINATES WITH THE ARCHITECTURAL DRAWINGS PERCIVAL LANDSCAPE ARCHITECTURE CHASE,JONES&ASSDCIATESINC. AND COMPLIES WILL ALL CODES, REGULATIONS AND REQUIREMENTS. F. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. 2863 SE WAVERLEIGH BLVD 716 SE 11th AVENUE PROPOSED LANDSCAPE AREA: 9,116 S.F. (15.4%) SITE STRUCTURES (FOR REFERENCE ONLY- UNDER SEPARATE PERMIT); 111 2. THE GC'S ELECTRICAL SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL PORTLAND, OR 97202 PORTLAND, OR 97214 S1.1 GENERAL STRUCTURAL NOTES& V r RETAINING WALL PLAN V) R NECESSARY ELECTRICAL PERMITS. G. GC SHALL SUBMIT SAMPLES OF ALL FINISHES OF SUCH SIZE AND NUMBER THAT THEY TEL.: 503-231-0100 TEL.: 503-228-9844 52.1 SITE RETAINING WALL DETAILS U REPRESENT A REASONABLE DISTRIBUTION OF COLOR RANGES AND PATTERN PRIOR TO MOB.: 503-939-3547 CONTACT: ERRICJONES Cityof Tigard Erosion Control ARCHITECTURAL: FIRE PROTECTION/FIRE ALARM: INSTALLATION FOR ARCHITECTS APPROVAL. GC SHALL PROVIDE SHOP DWGS AND CONTACT: JOE PERCIVAL ERRIC@CHASEJONESINC.COM 9 ULII oCt 1. THE FIRE PROTECTION & FIRE ALARM WORK FOR THE PROJECT SHALL BE PERFORMED AS DESIGN-BUILD. THEmemil PRODUCT DATA FOR ARCHITECT'S APPROVAL ON ALL SPECIAL ITEMS REQUIRING CUSTOM PERLANDSCAPE@GMAIL.COM To Schedule Inspections: AD1.10 DEMOLITION SITE PLAN(UNDER SEPARATE PERMIT,FOR REFERENCE ONLY) GC SHALL SUBMIT WITH THE BID A PROPOSED FIRE PROTECTION DRAWING THAT COORDINATES WITH THE FABRICATION (SHALL INCLUDE RATED FIRE DOORS AND HARDWARE). S c D P E OF \/\f D R KA1.10 ARCHITECTURAL SITE PLAN W ARCHITECTURAL DRAWINGS AND COMPLIES WILL ALL CODES, REGULATIONS AND REQUIREMENTS. TRAFFIC ENGINEER: ENVIRONMENTAL CONSULTANT: Call (503) G39-4�75 A1.20 SITE DETAILS 2. THE GC'S FIRE PROTECTION SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL H. EXISTING WORK DAMAGED AS A RESULT OF WORK DONE UNDER THIS CONTRACT SHALL BEInitial inspection: (f) O CLEMOW ASSOCIATES LLC ENVIRONMENTALSCkENCE&ASSESSMENT,LLC A1.21 SITE DETAILS Prig to foot'sng inspectlon NECESSARY FIRE PROTECTION PERMITS. REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES, SUBJECT 1030 NW 12th AVENUE,#331 107 SE WASHINGTON ST, STE 249 Final inspection: A2.00 WALL TYPES TO ARCHITECTS APPROVAL, AND AT NO ADDITIONAL COST TO THE OWNER. ALL CONSTRUCTION OF A NEW 3-STORY CLIMATE CONTROLLED SELF-STORAGE BUILDING WITH PORTLAND,OR 97209 PORTLAND,OR 97214 Prior to final building Inspection /5\-A2.10 5 -A2.10 OMITTED 11 MANUFACTURED STAIRS: REPLACEMENT MATERIALS REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH ACCESSORY 1st FLOOR LEASING OFFICE AND ASSOCIATED SITE IMPROVEMENTS AND TEL.: 541-579-8315 TEL.: 503-478-0424 / -A-no- FIRST FLOOR PLAN r� 1. THE INTERIOR STAIR DESIGN AND ENGINEERING FOR THE PROJECT SHALL BE PERFORMED AS DESIGN-BUILD. RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF i LANDSCAPING. CONTACT: CHRISTOPHER CLEMOW PE,PTOE MOB.: 503-703-1229 V J >- THE GC SHALL SUBMIT WITH THE BID PROPOSED MANUFACTURED STAIR DESIGN DRAWINGS AND ENGINEERING INSTALLATION INSOFAR AS PRACTICABLE, AND SHALL BE APPROVED BY THE ARCHITECT A2.3o SECOND FLOOR PLAN f/'� CCLEMOW@CIEMOW-ASSDCIATES.COM CONTACT: JACK DALTON A GEOTECHNICAL A2,40 THIRD FLOOR PIAN �,/� THAT COORDINATE WITH THE ARCHITECTURAL DRAWINGS. AND OWNER PRIOR TO INSTALLATION. LAND USE APPROVAL UNDERSDR2015-OIrr1,29A" 2016. JACK@E5APDX.COM A 2. THE GC'S STAIR SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL ASSOCIATEDA REPORT IS REQUIRED A2.50 ROOF PLAN W = I. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY BEFORE THE FOOTING A3.10 EXTERIOR ELEVATIONS&EXTERIOR FINISH SCHEDULE J Z 0 N AND NECESSARY PERMITS. STRUCTURAL ENGINEER: METAL BUILDING SUPPLIER: LISTING ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY REQUIRING COMPLIANCE WITH INSPECTION is APPRoVE© A3.20 EXTERIOR ELEVATIONS O z a, REFERENCED STANDARDS, OR BY PERFORMANCE SPECIFICATIONS. FOR ITEMS SPECIFIED BY 55F ENGINEERS KIWI II CONSTRUCTION,INC. ��-"�.�.•,-:. -.,.- _- - -�,.:x A3.30 EXTERIOR ELEVATIONS I..I..I F" U_ Z PRE-ENGINEERED CANOPIES AND AWNINGS [BASIS OF DESIGN: MAPES CANOPIES]: NAME, SELECT ANY PRODUCT NAMED. FOR THOSE SPECIFIED BY REFERENCE STANDARDS 2124 THIRD AVENUE,SUITE 100 28177 KELLER RD REVISION (a OR BY PERFORMANCE SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING SEATTLE, WA 98121 MURRIETA,CA 92563 A4.10 BUILDING SECTIONS L O 1. THE PRE-ENGINEERED CANOPY AND AWNING DESIGN AND ENGINEERING FOR THE PROJECT SHALL BE � � PERFORMED AS DESIGN-BUILD. THE GENERAL CONTRACTOR SHALL SUBMIT WITH THE BID A PROPOSED SPECIFIED CRITERIA. FOR APPROVAL Of AN ITEM NOT SPECIFIED, SUBMIT REQUIRED A4.20 BUILDINGSECTIONS IY C-) W TEL.: 206-443 6212 TEL.: 951.301.8975 CANOPY AND AWNING DRAWINGS AND SUPPORTING ENGINEERING CALCULATIONS THAT COORDINATE WITH THE SUBMITTALS, PROVIDING COMPLETE BACK-UP INFORMATION FOR PURPOSES OF A4.30 WALL SECTIONS I- Q [Y MOB.: MOB.: (1) G- ARCHITECTURAL DRAWINGS. EVALUATION. WHERE BUILDING STANDARD ITEMS ARE CALLED FOR, NO SUBSTITUTE WILL CRITICAL AREAS DESIGNATION(S): NONE ON SITE A4.40 WALL SECTIONS-ELEVATORS Z O 2. THE GENERAL CONTRACTOR'S CANOPY & AWNING SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR BE ACCEPTED. CONTACT: RYAN ANDERSON CONTACT: WAYNE WOQiSr Y0 RANDERSON@SSFENGINEERS.COM WAYNE@KIWICONSTRUCTION.COM A4,41 WALL SECTIONS O (n AND SECURING ALL ASSOCIATED AND NECESSARY PERMITS. A4.50 WALL SECTIONS-STAIRS ` W co Q TREE RETENTION REQUIREMENTS: REFER TO LANDSCAPE PLANS JURISDICTION CONTACTS: w 00 0 A4.60 OMITTED - ARCHITECTURAL ABBREVIATIONS SYMBOLS LEGEND CITYTIGARD COMMUNITY DEVELOPMENT SW HALL BOULEVARD PARKING REQUIREMENTS & CALCULATIONS: A5.10 ENLARGED OFFICE PLAN;OFFICE RCP A5.20 ELEVATOR SHAFT PLANS CO Z Z I- TIGARD, OR 97223 A5.30 ENLARGED STAIRWELL PLANS CITY OPTimm) REFER TO CLEMOW & ASSOCIATES TRANSPORTATION ANALYSIS DATED 02-18-2016 SYMBOLS: COL COLUMN JT/JTS JOINT,JOINTS REINF REINFORCING PLANNING MONICA BILODEAU 503-718-2427 MONICAB@TIGARD OR.GOV FOR PARKING INFORMATION A5.40 ENLARGED PLANS R.:•4.Z.iiiio.ID FOR CODE COMPLIAN«$ REVISIONS REVISION NO. ROOM NAME ENG'RING GREG BERRY 503-718-2468 GREG@TIGARD-OR.GOV A6.10 INTERIOR ELEVATIONS 0 AT CONC CONCRETE L LONG, LENGTH REQ'D REQUIRED ROOM NAME App NO. DATE BY & AND CONT CONTINUOUS LAM LAMINATE, LAMINATED RF RUBBER FLOORING (TITLE BLOCK SHOWS REV. DATE) ROOM NAME BUILDING A7.10 SCHEDULES OTO -ROOM NO. FIRE JOHN WOLFF(TVF&R) 503-259-1504 A8.1a EXTERIOR DETAILS 12-28-16 PER ARCH. CONSTR CONSTRUCTIONARL.F. LINEAR FOOT, LINEAL FOOT RR RESTROOMOUGHP INDICATES REVISED AREA XXXIs { fP�'( ( =-C 6( 12-30-16 CITY COMMENTS I L ANGLE BICYCLE PARKING REQUIREMENTS: i CENTER UNE CONTR CONTRACTOR LW LIGHT WEIGHT RO ROUGH OPENING XXX S.F.BROOM AREA ODOT MARTY JENSV OLD 503-731-8219 MARTIN.RJENSVOLD@ODoT.STATE.OR.US A8.20 EXTERIOR DETAILS Permit CPT CARPET LVL LEVEL ROW PUBUC RIGHT OF WAY BICYCLE RACK REQUIREMENT PER SECTION 18.765: A8.30 ENLARGED CANOPY PLAT r "- + CD COPYRIGHT iiltDETAIL NO. DESIGNATION � - CT CERAMIC 111E MAS MASONRY S.A.M. SELF ADHESIVE MEMBRANE 1.0 PER 4O STORAGE UNITS: 740 STORAGE UNITS 40 = 1$.5 x 1.0 1$.5 = 1$ A8.31 ENLARGED CANOPY PLA 02-19-17 VE REVISIONS DEGREE PL-1 FINISH SCHEDULE KEY = Pulte#t /� 0 DIAMETER DF DRINKING FOUNTAIN MAX MAXIMUM SCHED SCHEDULE BICYCLE RACKS REQUIRED. SHEET THAT DETAIL IS SHOWN A8.32 CANOPY DETAILS /4\ 04-25-17 PER ARCH. EQUAL DS DOWNSPOUT M.B.S. METAL BUILDING SUPPLIER SC SOLID CORE A8.33 CANOPY DETAILS $Y: ) Dat s DWG DRAWING MCTMARMOLEUM COMPOSITE TILE SF SQUARE FOOTAGE READ PROVIDED ii 11-10-17 BASEMENT ELIM. > GREATER THAN A8.40 EXTERIOR DETAILS EA EACH MECH MECHANICAL SG SAFETY GLASS BLDG. SECTION NO. EQUIP. SCHEDULE KEY < LESS THAN ELEV ELEVATION, ELEVATOR MEZZ MEZZANINE SHT SHEET BIKE PARKING 18 3 A8,50 AIR BARRIER NOTES&DETAILS # NUMBER A9,10 INTERIOR DETAILS ELEC ELECTRICAL MTL METAL SIM SIMILAR SHEET THAT SECTION IS SHOWN APPRAVEDTisA1Vs ISSUE DATES % PERCENTAGE A9.20 INTERIOR DETAILS EJ EXPANSION JOINT MEGR MANUFACTURING SPEC SPECIFICATION CASEWORK GTL. NO. PROPOSED BICYCLE PARKING RATIO IS SUPPORTED BY THE CLEMOW & ASSOCIATES INCLUDE UN-ATTACRFDt t PLUS/MINUS EQ EQUAL MFR MANUFACTURER SQ SQUARE TRANSPORTATION REPORT DATED 02-18-2016 AND, OPERATIONALLY, WILL BE MORE A9.30 INTERIOR DETAILS S .EeIIFICAT1ON BOOK LAND USE APPROVAL: 2016-04-29 R PLATE EXIST EXISTING NH MANHOLE SS STAINLESS STEEL, SHEET NO. STRUCTURAL: TRtfCTURALCAI,Cg THAN SUFFICIENT FOR THE PROPOSED FACILITY PERMIT SUBMITTAL: 2016-08-30 EJ EXPANSION JOINT MN MINIMUM SANITARY SEWER �� WALL SECTION NO. GEOTECH REPORT ABBREVIATIONS: EXP EXPANSION MISC MISCELLANEOUS STD STANDARD +i'1• S1.1 GENERAL STRUCTURAL NOTES .�M1SC DOCUMENTS PERMIT RECEIVED: 2017-04-03 A.B.E. AVERAGE BUILDING ELEVATION EXT EXTERIOR M.D. MASONRY OPENING SRSTEEL / SHEET THAT SECTION IS SHOWN WALL TYPE NO. 52.1 LOWER FOUNDATION PLAN A/C AIR CONDITIONER F.C.I.C. FURNISH BY CONTRACTOR M.R. MOISTURE RESISTANT STRUCT STRUCTURE, STRUCTURAL I #�- INSULATION KEY BUILDING SETBACKS: REQUIRED PROPOSED 52.2 UPPER FOUNDATION PLAN BID DOCS: 2016-08-09 INSTALL BY CONTRACTOR MTD MOUNTED SUSP SUSPENDED53.1 CONCRETE DETAILS DEFERRED ADJ ADJUSTABLE, ADJACENT A INTERIOR ELEV. NO. NORTHWEST (SW PACIFIC) 0' 0' 2"' CONSTR. DOCS: 2017-04-25 FD FLOOR DRAIN MTG MOUNTING SYS SYSTEM WALL TYPE LETTER 53.2 CONCRETE DETAILS ADMIN ADMINISTRATION � �SP�III:Irt AFF ABOVE FINISH FLOOR FDN FOUNDATION NIC NOT IN CONTRACT T TEMPERED, TREAD, TOP >d1 NORTHEAST (McKENZIE) 0' 13' 11 54.1 MASONRY DETAILS ;� w FF FINISH FLOOR NOM NOMINAL T&B TOP & BOTTOM D � Eta WALL ORIENTATION DATUM POINT AFC ABOVE FINISH GRADE SOUTHEAST 20' 45' 11"' METAL BUILDING SYSTEMS: Tl d - 24"x36"SCALE: AS NOTED ALUM ALUMINUM F.O.E.D. FURNISHED BY OWNER INSTALLED BY NTS NOT TO SCALE TEL TELEPHONE SHEET NAT INTERIOR ELEV. IS KS1 COVER PAGE&GENERAL NOTES OWNER OC ON CENTER TEMP TEMPERED C SOUTHWEST 0' 32' 6"' tlwrbllly .,,.,.. PLOT DATE: 2017-11-10 ANDD ANODIZED SHOWN +8'-O"A.F.F�CEILING HEIGHT KS2 BASEMENT LEVEL FRAMING PLAN APPROX APPROXIMATE FEC FIRE EXTINGUISHER CABINET O.H. OVERHEAD T&G TONGUE & GROOVE T _ /teethes' 15 133 A01 ALT ALTERNATE F.O.I.C. FURNISHED BY OWNER, OPP OPPOSITE TG TEMPERED GLASS IIID ylll TRUE NORTH ACT CE1NG KS3 1st LEVEL FRAMING PLAN Truss gnE11 . CAD FILE: _ INSTALLED BY CONTRACTOR T.D. TOP OF II II KS4 2nd LEVEL FRAMING PLAN ...rr ASR AUTOMATIC SPRINKLER RISER o/ OVER I MI FINISH CEILING TYPE � JOB NUMBER: 15-133 AVG AVERAGEPERP PERPENDICULAR TV TYPICAL N PROJECT NORTH BUILDING HEIGHT PER C-G ZONING: KS5 3rd LEVEL ROOF FRAMING PLAN Odr4 FPHB FROST PROOF HOSE BIBB , r BFF BELOW FINISH FLOOR FRP FIBER REINFORCED PANEL(S) PL PLATE, UT1L UTILITY 5' KS6 3rd LEVEL PARTITION PLAN .. CHECKED: DYM/MAIC MAX. ALLOWED BUILDING HEIGHT: 4 BFG BELOW FINISH GRADE FTG FOOTING P-LAM PLASTIC LAMINATE U.O.N. UNLESS OTHERWISE NOTED (9.5 GRID DESIGNATION KS7 BUILDING CROSS SECTION DRAWN: DYM BD BOARD GA GAUGE PLUMB PLUMBING VCT VINYL COMPOSITION TILE a SHEET KEY NOTE PROPOSED BUILDING HEIGHT: 40' 6"' KSS BUILDING CROSS SECTION OFFICE COPY BLDG BUILDING GALV GALVANIZED PNL PANEL PANEUNG VERT VERTICAL ROOF SLOPE AND K59 BLADE FRAMING STATUS: BASEMENT ELIMINATION B/S BUILDING STANDARD GC GENERAL CONTRACTOR PROJ PROJECT, PROJECTED w/ 411TH DOOR SCHEDULE KEY (CORRESP. TO DIRECTION KEY REFER TO SHEETS AO.20 AND A0.21 FOR BUILDING CODE SUMMARY D1 DETAILS B.O. BOTTOM OF GIP GYPSUM LATH & PLASTER PRV PRESSURE REDUCING VALVE w/o WITHOUT ROOM NO. WHERE DOOR OCCURS) D2 DETAILS DOT BOTTOM GWB GYPSUM WALLBOARD PT POINT W-MAT WALK OFF MAT 101A • BTW BETWEEN H HIGH, HEIGHT QT QUARRY ISLE IfWATERPROOF DOOR SUFFIX (P BREAK UNE SYMBOLSHEET& D4 DETAILS D3 DETAILS COVER OVERPROJECT DATA CO CATCH BASIN HB HOSE BIBB QTR QUARTER WR WATER RESISTANT D5 DETAILS C.I. CAST IRON HM HOLLOW METAL R RADIUS WRB WATER RESISTANT BARRIER O E WINDOW SCHEDULE KEY �„LI MATCH LINE E ...MM • ! •MATCH LINE D6 DETAILS GIP CAST IN PLACE HORIZ HORIZONTAL RD ROOF DRAIN YET WEIGHT CJ CONTROL JOINT, HT HEIGHT RL RAIN LEADER WIWM WELDED WIRE MESH D7 DETAILS AO AO . 1O 1 0 CONSTRUCTION JOINT HTR HEATER RECD RECEIVED WE WELDED WIRE FABRIC CMU CONCRETE MASONRY UNIT INSUL INSULATION REF REFRIGERATOR, REFERENCE Y.C. YARD DRAIN ELECTRICAL: SITE PHOTOMETRIC LIGHTING PLAN I- OCCUPANCY DATA 0 g 0 I I i I �� C' I I I I I 1 I I I I I I I I I I I TRAVEL DISTANCE REQUIREMENTS: ,� • ,, I 1 1 EGRESS TRAVEL DISTANCE = < 250' PER OSSC TABLE 1016.1 I I I I I I I I I I I I I I I - I - - - 1 COMMON PATH OF TRAVEL = < 100' PER OSSC 1014.3 IXC. 1 edr A d (� AmmmilMMili ( ) � .cit � I I I I i I I I I I I I I f I FEC • MINIMUM DISTANCE BETWEEN EXITS SHALL BE GREATER THAN 1/3 DIAGONAL FEC L'p= 7 = 7 M DISTANCE OF AREA SERVED - REFER TO EGRESS PLANS Redmond, WA - - - T - r- `F_ TTT -E -ET 7- I T `_T- -I- TT7 I- T � � TTTT7TT � TT -ET -1 I- T -1 II � `p' k-�+� A - - 4894 �� ll I I OCCUPANT LOAD SUMMARY (PER OSSC TABLE 1004.1.2): C� . +�+�+_L+_L+�+i_+�+ 1 1 1�-- ! i_ I J- 1 J_ I I J-+_L+ H ff +- r - - _, -- -'- I I s I HI I I II ,k I BASEMENT(S-1) 10,218 S.F./500 GROSS= 20 OCC. = OF Oli - - - � L L - - .-.L - _L - - � - � J f L- - - � - J- - IFI - J- - � J L � .�„._„r II -1:' - + L �+ I 1ST FLR (S-1) 28,263 S.F./500 GROSS = 57 OCC. _ _ _ _ _ _ _ _ _ _ _ _ -37/,'„ h 1ST FLOOR (8/OFFICE) 1,834 S.F./100 GROSS = 18 OCC. Ir T T -- T T -] 1 T - - T T T r T - p 20 OCC./2 EXITS = 10 x 0.20 = 2" - - - - II II I I I II H 2ND FLR (S-1) 30,400 S.F./500 GROSS = 61 OCC. - - - - - � F + - ` - + - + - + - + - + + - 1 � - + - + - - + - + � + � REQUIRED WIDTH AT THIS DOOR, 36" II - + y - - - -� - - - - 3RD FLR (S-1) 51,747 S.F./500 GROSS = $3 OCC. mss° �N � C ° ° ° � ° LJ__ - -L_ - J- - _ _ _ _ _ - _L - LJ I._ I I I _ I TLJ J- � J �. y mccEv °� ° _ PROVIDED. 2 EXITS REQ. 2 PROVIDED. _ _ _ y , J " °�''" °' -Q TOTAL OCCUPANT LOAD: 219 OCC. �,.� „ FEC 1 1 - r� 11 I ?o I I I I I I I ° a � vEo�omc �, � pmo� Vl 4 43�--- '7' W O U may--,� - - - 1 - --��- 44 MIN. WIDTH AT STAIR AND - a r - - - ? 0 -. 02Q- 2 c o-.. .N c.5 � T - T - - T - T - T - T - T � I - I - - T - T -1 LANDINGS PROVIDED. II 1 I- + - + - + - - ± - ± - ± - ± H ' - - - + - 1 } - + - +- H I - - - - - II I II I I 11 II N n3 �„y�Y � arp � Cn o ° y aQaooEy � va LJ._. I 3_ - I - L - _ _ LJ L_ - _L- - -L- - -L - J- _ _ _L. - J- J - - � - � - - - _ N v a °� cp o � c FE ,� rr � � EGRESS LEGEND c �o . v.L `_. . r � -I -� - T - T -I 1 r- - T - T - T - - - m - T - -r_ __, I T % iii '7 II - c � I I ] �I o 3 - N � ��o c y � a%a o rn o,. uwi o°- E°�°.o o �� o v a E a o" v . n m o �� I ��, 1- 1 1 I I I I - - II -- �No ` +�� , - - - - - 430 ; EGRESS PATH & TRAVEL DISTANCE ALONG INDICATED i Qw o 0.= Nz 3�' ° o L - I I + •9'' - I k 1 1 1 I 1 1 - - - - II I 11 II I II II PATH o y. NGS ° v � �::::_ r N ° ] 7 a, mcg tN ° in I 11 - � T I - � - � - � ti m «v � mDiw� o °i -� I 1 I I i I 1 1 1 1 1 I I I I - -1- I I -. 1 - - - - - - - FEC FIRE EXTINGUISHER CABINET LOCATIONS. SEE DETAILS Q o N ° a o N /� 3/A9.3Q & 5/A9.30 " " a E s o E _ _ FE_L _ �%j _ 1 l-� � �� 1 II II II II Q'°�tr �2NUo ' o�� ° N° c, °i c 0 C�, ° y VI VI ` C - - - + - -1 r T T T T �G� 1 T T - - T - �� II = - - - - - ° - w �- o n- "' m ° a a oa � ' + *- 1 L RESTROOM CALCULATIONS QaQ z°� 3aE° �°a I I I I I I I I I e-s�.� 1 I I I � I I - -1 L � � _I . - - - - Q0 - II/ 411in L II I- II - - + - r I I I 9'pq I - "� r I - PLUMBING FIXL_CALCULATIONS: W _m:_.,'"-- n g - - - I I I L J- - -1- - - -1- - -1- - L J 1 `4gL- T T ' �- } - + -i L -- - J : - - ��_ I I I I I II - PER OSSC CHAPTER 29 TABLE 2902.1 REQUIREMENTS: a _ - - + - T T T T T T T T T T T J ; T T T T - Oil ,�� 1 P- I I #, 1 L ill PER ABOVE 219 TOTAL BUILDING OCCUPANTS / 2 = 110 PER GENDER H c y 0 2.I I I I I 1- + + + + + + + + + + H 1 + + + -1 1- I 1 - HFE =! - - - FEC �=-r REQUIRED PROVIDED S. ij J LLL � � � LJ - T H 1- - -h - L -L Jw J_ -L U_ L _L =_ _ MALE WATER CLOSETS: 2 2 s FEC 187.5 „I a " - I I I C = J L - �C - - 1_ MALE LAVATORIES: 2 2 G. . . . .i i a i i s r i i i i i i i I CO c I 1 I r- _ - T - T - T -- rt-- ____ ...-� - T - T - -T_ -_ - -T _ _ -- - - - - - ! I I FEMALE WATER CLOSETS: 2 2 x a) c`•� 464' I I pED I L I I I FEMALE LAVATORIES: 2 2 �' V = o o 2. f EXIT SEPARATION pRON i 1 1 II 1 c E: co l I I 1 171`-5" I. 1 L_ - I _ ` 11 I 1 DRINKING FOUNTAINS: 1 2 Cin s:4 l'') -0 -r¢ ¢ -0 -r 1 N -1- ii Y u Y r I- T -1 l s IIIIIIIII ��_ I cI N a 1 0�0 �-- U IIIIIIIII FE ! ' ' � I I -. - _ _ � � - + � L I _ J L I _ J TOTAL EXITING AT THIS DOOR = TOTAL OCC. SERVED = 63/2 = 32 x I 1 I J 20 OCC./2 EXITS = 10 x 0.20 = 2� -T -T 0.2 = 6.4" REQ. EXIT DOOR WIDTH; - - - I- - 7' REQUIRED WIDTH AT THIS DOOR, 36 I I I PROVIDED. 2 EXITS REQ. 2 PROVIDED. ■� StOt UeS , 36" PROVIDED. 1 I // 44" MIN. WIDTH AT STAIR AND LANDINGS PROVIDED. - SELF STORAGE TOTAL EXITING AT THIS DOOR = I- REFER TO ELECTRICAL PLANS FOR TOTAL OCC. SERVED = 63/2 = 32 EXIT SIGN LOCATIONS AND • x 0.2 = 6.4" REQ. EXIT DOOR SPECIFICATION WIDTH; 36" PROVIDED. I 0 J D THIRD FLOOR A BASEMENT Cr. < U a o a o f 0 LL I I I I I I I I I I W 1 1 1 1 1 I 1 I 1 I 1 1 1 1 1 1 1 11 1 1 I I 1 1 ! I II II � _ � - y _. � _ � _ � � _ 1 1 1 1 1 1 _1 ,1111111 '- - - � Lam .- �- - � - - - - -L - -� - - - - - �- LLI I I FE FE I I f - 1 I I I 0 r- 7- -- -I- -- --r- -- --F- -- -1-- -- --F- -- --F- -- -T -1 1-- -- -1-- -- --r- -- --r- -- -1-- -- --F- -- --r- -- -F L- -- -- I I I I I I Lim < L - - - - d L _L - L - L - L - J L -- - � - I - - � - � - _ � - � 1 I I I t I I I I I I I I I I r- - - - - _ _ _ _ _ _ FE _ _ 1 F- + - + - + - + - -H --- H- - H- --1 H - - +- - -+ - + - -+ - + -1 H -- I -� f I - T1 I- -� � 7 r� �� W 1 0 _L _-L J L_ _L J I I 1 © I I - - - - - - - - I I] LLIILI ± IIILiLIIII � - 1 1 , I + + + . + I- - - - � 1- -T- T � 7 T T --r. -1 r- TT7 ,,,,,/ �i - 1 I 1 1 1 1 1 1 1 1 I I I 1 - i F r-- CO�: �- I I _�_ L � - - � - � - f J I I I VJ ! I I I I I 1 I I I I I I I 1- -L . /.',% /%' I - H � Q - - - H . - + ---- + -- - - - I - - - -1 + - + - + - + + H H -SFE I F- T - -r- --- - 7-- � -1- - -- 1- - T - T - F Wco I 1 I I I I I i I I I I € I - H I I r - - - - � � _I I I I - I 1 I 1 J " - H L -L - - L _ _L _ __L_ __L_ 1 _ - J L� __ ._1._ ___ __L_ I - . L _ - x ._.. _.1. 1 F- - - - - - I - - - I I I 1 1 �I�zi- 11 I 1 -1 r - - - - - W U z 5E Cisi FE _ FE _ A I FE 0 �n 1 T 1 - r - - $- - T - T - -r 7 T -- --r--� • - _'�`_ -.....- - "'T...... `_ �-T- --1 I Y € --I 1- - + - --H"\ • - H - + - + - - ' I v (i_ o - - - - H L�H rill, 1 - - I ! _ , I �� I I I - � - - f 11 I 4, I l 1 1 1 I-- - - - -- r/ a111 + - I - - 1- 1 I f - :.-� I *�� 1 I I I LL 1 1 �- � - 1 I � I I - � I 7 A, I 1 ,,,,.. *4 � 1 - - I I I O - r- 1 1H 1 I I 1 I I - � �� ! i I I I TOTAL EXITING AT THIS DOOR TO LLJ L - � - J � ! ��' - �- - J L- - - - �- - - - � _ _ _ LEVELS OF INSULATION u) 0- 0 1 I L - - � _ 1 - - - _L:�� I - I I 1 _ I 1 -.. � ..� L J L THE OUTSIDE = TOTAL OCC. 411M1 _ _i - T - � .- I r_ �'1 � - T - E - - -1 7 - - T - - i W CD �� SERVED = 53/2 - 27 �� 1 I BUILDING ENVELOPE REQUIREMENTS: �n !- -h - -1 F �-- - --r- -- --r- -- - - T #1��, 1 - T - T - T - -� - T - -- - -r - x 0.2 = 5.4" REQ. EXIT DOOR I 1 I I' I I r FREEZE PROTECTION ONLY: STAIRWELLS (LEVELS 1-3) & RISER ROOM `/+ Z 1 I I - I I I I ,��, 1 I 1 1 I 1-- -I I- - -1 WIDTH; 36" PROVIDED. I 1 46, - - - I SEMI-HEATED: LEVEL 1 STORAGE AREAS, LEVELS 2-3 AND - - - - - I I I R�`D I I I I __ T I £Xj _ I _ I - _ _ _ _--- ELEVATOR (LEVELS 1-3) _ + I I I I I I 1 I I I I I I 1 TSep H + + + + I + 1,� FULLY HEATED: LEVEL 1 LEASING OFFICE AND BREAK ROOM REVISIONS I I T I - - - - H- - + - - � -1 1 + - -+ - +- - -� - - � I L _ 1 1 I � _ gRgno� I I I I : ► NO. DATE BY - - _ _ I I I I I - H 1 I I I I �„ - 1 -- - - - I I I PRoyDF 1 1Ill - - NOEL R-13 BATTS BETWEEN PURLINS + R-13 12-2$-I6 PER ARCH. I I I 1 �- - 1 1 _ 1 I I I � � I 1 - _ -_ J BLANKET CONTIN. ABOVE w/ ROOF CLIPS 1.375" 12-30-16 CITY COMMENTS I I I I I I I i �„ �, �, ,,■ ,� i i i GAP) AND R-3.5 THERMAL BLOCKS - - FE - - -I - - 187.5' FE _ = _ I I . � - - _ - T --- 7 17 I -r- - - -7 - 154.5' . WALLS. - - - - � � � - � - -�- A02-19-17 VE REVISIONS i i ! i i i I I I I r- �- T -r-- T -� T - I I I I I I 1 �, -_-..._. I z ; A } I I I - LEASING OFFICE EXT. WALLS: R-13 (MIN.) BATTS + R-5.6 RIGID POLYISO (1.0") _ I I I I STORAGE AREA FRAMED WALLS: R-13 (MIN.) BATTS + R--5.6 RIGID POLYISO (1.0") . PRaw��o 7" EXIT SEPARATION _ I I I ! 1 1 1 I _ _ FE 1 ■ SFE I 1 I 1 I I I 171 - 1 I I I 1 II I 1 STORAGE CMU/GONG. WALLS: R-8.6 (R-7.5 MIN.) RIGID POLYISO (1.5") / 6 I -___..._._..._ ............_. _ - # - +�-�r� u u u . ._._..._..._.._.......__......_-..._._._i - -� I �,� STAIRWELL WALLS: NON-INSULATED, FREEZE PROTECTION ONLY ISSUE DATES III�lIIII _ _ _ -- - - - -- - -. - im 11011111 1 1 TOTAL EXITING AT THIS DOOR TO THE FEC - LAND USE APPROVAL:2016-04-29 MIMI= FE - .........._..._.._.. N!I�__ ..1 - - J L OUTSIDE = TOTAL OCC. SERVED = 53/2 - - EISORL SLABS ON GRADE: NO INSULATION REQUIRED PERMIT SUBMITTAL: 2016-08-30 I I 7 = 27 x 0.2 = 5.4" REQ. EXIT DOOR TOTAL EXITING AT THIS DOOR = - - - 1 WIDTH; 36" PROVIDED. " PERMIT RECEIVED: J L L 1- LEVEL 2 FLOOR SLAB: R-30 CONTINUOUS RIGID INSULATION (6 OF R-5 TOTAL OCC. SERVED = 61/2 = 31 x �/ _ - J POLYSIO) - REFER TO SECTIONS AND DETAILS - BID DOCS: I � 0.2 = 6.2" REQ. EXIT DOOR WIDTH; I ,-� BELOW CONCRETE DECK OVER OPEN PARKING - I I I 36" PROVIDED. TOTAL EXITING A7 THIS DOOR TO THE AREAS AND CANTILEVERS ONLY. CONSTR. DOCS. l I I OUTSIDE = TOTAL (B) OCC. = 18 x 0.2 3.6" REQ. EXIT WIDTH; 72" PROVIDED. OPAQUE DOORS: ALL EXTERIOR DOORS: U-FACTOR 0.70, FOAM INSULATED STEEL 24"x36"SCALE: AS NOTED TOTAL EXITING AT THIS DOOR = TOTAL OCC. SERVED = 61/2 = 31 x TOTAL EXITING AT THIS DOOR TO PLOT DATE: 2017-02-19 THE OUTSIDE = TOTAL OCC. SERVED 20 OCC./2 EXITS - 1Q x 0.20 = 2" REQUIRED ALL STOREFRONT: U-0.45 THERMALLY BROKEN, SHGC=0.40 MAX. CAD FILE: 15-133_A02 0.2 = 6.2" REQ. EXIT DOOR WIDTH; WIDTH AT THIS DOOR, 36" PROVIDED. 2 EXITS 36" PROVIDED. = 61/2 = 31 x 0.2 = 6.2" REQ. REQ. 2 PROVIDED. 44" MIN. WIDTH AT STAIR LEVEL 1 ENTRY DOORS: U-FACTOR 0.80, SHGC=0.40 MAX. JOB NUMBER: 15-133 EXIT DOOR WIDTH; 36 PROVIDED. AND LANDINGS PROVIDED. A. EXPOSED INSULATION MATERIALS INCLUDING FACINGS AND VAPOR BARRIERS, CHECKED: PAMC 0 2ND FLOOR B FIRST FLOOR SHALL HAVE A FLAME SPREAD RATING NOT TO EXCEED 25, AND A SPOKE DENSITY NOT TO EXCEED 450, AND SHALL BE IN SUBSTANTIAL CONTACT WITH DRAWN: DYM _ THE WALL OR CEILING SURFACE. STATUS: ISSUE FOR PERMIT B. ALL INSULATION WILL STRICTLY CONFORM TO REQUIREMENTS OF UL LISTING WHERE USED IN UL RATED ASSEMBLIES. EGRESS PLANS AND EGRESS PLANSC. FOR THE SEMI-HEATED SPACES, THE MAXIMUM TEMPERATURE SETPOINT CODE SUMMARY �, CANNOT EXCEED 45 DEGREES AND THE HEATING CAPACITY SHALL NOT EXCEED 10 btu/h PER SQUARE FOOT. & SCALE: 1" - 20' D. REFER TO SHEET A8.50 FOR ENVELOPE, AIR/MOISTURE BARRIER DETAILS AND AO ■ 20 REQUIREMENTS. STORQUEST SELF STORAGE PROPERTIES CONDITIONS OF APPROVAL BUILDING CODE SUMMARY -W)AR � c & WING STANDARDS OCCUPANCY TYPE(S): S-1 (STORAGE) AN., 2 PRIOR TO SITE WORK: B (ACCESSORY OFFICE) edr Ade�}�I igs4-3) 1. PRIOR TO SITE WORK, THE PROJECT ARBORIST SHALL PERFORM A SITE INSPECTION FOR TREE PROTECTION MEASURES, DOCUMENT COMPLIANCE/NON-COMPLIANCE WITH THE URBAN BUILDING CONSTRUCTION TYPE: II-B . FINISHES FORESTRY PLAN AND SEND WRITTEN VERIFICATION WITH A SIGNATURE OF APPROVAL DIRECTLY TO THE PROJECT PLANNER WTHIN ONE WEEK OF THE SITE INSPECTION. Redmond,Red WA SPRINKLERED?: YES 4894 0 EXTERIOR STORAGE ROLA-UP DOORS 2. PRIOR TO ANY SITE WORK, THE APPLICANT SHALL PROVIDE A FEE IN THE AMOUNT OF $1,271 FOR THE CITY'S COST OF COLLECTING AND PROCESSING THE INVENTORY DATA FOR FIRE ALARM SYSTEM?: DEFERRED SUBMITTAL THE ENTIRE URBAN FORESTRY PLAN OF FORTY-ONE PLANTED TREES ($151 FIRST TREE + $1,120 ($28 X 40) = $1,271). OCCUPANCY SEPARATION: NON-SEPARATED USES PER SEC. 508.3 OF Ogg A. EXTERIOR ROLL-UP DOORS: 1, JANUS MODEL 650 (MODEL 650 IS STANDARD FOR ALL OPENINGS LESS THAN OR EQUAL TO 10' WIDE) 3. PRIOR TO ANY SITE WORK, THE APPLICANT SHALL PROVIDE A TREE ESTABLISHMENT BOND IN THE AMOUNT OF $20,541(41 PLANTED TREES X $501/TREE). " 2. STANDARD EXTERIOR ROLL-UP DOOR COLOR: PATRIOT RED PROPOSED TYPE II-B CONSTRUCTION; 2-HOUR CONSTRUCTION PROPOSED AT 3, COLOR MAY VARY BASED ON CITY PLANNING RESOLUTION 4. THE PROJECT ARBORIST SHALL PERFORM A FINAL SITE INSPECTION FOR DOCUMENT COMPLIANCE/NON-COMPLIANCE WITH THE URBAN FORESTRY PLAN AND SEND WRITTEN STAIRWELL AND ELEVATOR SHAFT ENCLOSURES . 4. EXTERIOR DOOR LATCH: GOLD CHATEAU CYLINDER LATCH VERIFICATION WITH A SIGNATURE OF APPROVAL DIRECTLY TO THE PROJECT PLANNER WITHIN ONE WEEK OF THE SITE INSPECTION. `,' = .,,:,.,;,;,...;c C.>, °° w= ° OCCUPANCY: S-1 (STORAGE) 3 ° - N G QS n_spoil) -gEo y. m�t:. - 5. THE PROJECT ARBORIST SHALL PERFORM TWICE MONTHLY SITE INSPECTIONS FOR TREE PROTECTION MEASURES DURING PERIODS OF ACTIVE SITE DEVELOPMENT AND CONSTRUCTION, ALLOWABLE AREA PER FLOOR (BASED ON OSSC T.503 AND SEC. 506): a a '. STORAGE HALLWAYS. CORRIDORS. UNITS AND DISPLAY UNITS. DOCUMENT COMPLIANCE/NON-COMPLIANCE WITH THE URBAN FORESTRY PLAN AND SEND WRITTEN VERIFICATION WITH A SIGNATURE OF APPROVAL DIRECTLY TO THE PROJECT ° °v ` 5�°°�. '' " Q 5 HALLWAY AND CORRIDORS PLANNER WITHIN ONE WEEK OF THE SITE INSPECTION. Aa = At + (At x If) + (At x Is) o v Ta. o v v o v., s --- At = 17,500 Q .,%c a °Da ` a3u�p �,,, C MINIMUM HEIGHT: 8' 4" (HEIGHT OF 8' 8" AND TALLER WILL BE INCORPORATED ON AN AS-NEEDED BASIS). 6. PRIOR TO SITE WORK, THE APPLICANT SHALL SUBMIT A LIGHTING PLAN DEMONSTRATING ADEQUATE EXTERIOR LIGHTING LEVELS AROUND THE STRUCTURE AND AREAS WITH HEAVY C ' - , o 4,..7 a = d. PEDESTRIAN OR VEHICULAR TRAFFIC. If = NOT USED E „,75 . E9 v' ' B. SECURITY FEATURE(S): Is = 2.0 6 ° o o ° `'o o m �,o 0J o a o m o E=.1..2 o v € T° o ,7oa .mm ° E 1. BURGLAR BARS (8" ON CENTER) FROM TOP OF HALLWAYS/PARTITION SYSTEM TO CEILING (GALVALUME) OR 16 GA WIRE 7. PRIOR TO COMMENCING SITE IMPROVEMENTS, A PUBLIC FACILITY IMPROVEMENT (PFI) PERMIT IS REQUIRED FOR THIS PROJECT TO COVER ALL INFRASTRUCTURE WORK AND ANY OTHER .=v.o o E 0'6 c ,, Ni o a MESH OVER STORAGE UNITS. WORK IN THE PUBLIC RIGHT-OF-WAY. SUBMIT AN APPROVED OREGON DEPARTMENT OF TRANSPORTATION (ODOT) PUBLIC FACILITIES PERMIT FOR ALL PROPOSED WORK IN THE Aa = 17,500 + (17,500 x 0) + (17,500 x 2.0) (o a� Q T,z o ,..,61-- SW PACIFIC HIGHWAY RIGHT-OF-WAY. SIX (6) SETS OF DETAILED PUBLIC IMPROVEMENT PLANS SHALL BE SUBMITTED FOR REVIEW TO THE ENGINEERING DIVISION. NOTE: THESE Aa = 17,500 + 0 + 35,000 0 '.(E-'2-0 22 E o a J-_ _ m o C. INTERIOR HALLWAY SYSTEM: PLANS ARE IN ADDITION TO ANY DRAWINGS REQUIRED BY THE BUILDING DIVISION AND SHOULD ONLY INCLUDE SHEETS RELEVANT TO PUBLIC IMPROVEMENTS. PUBLIC FACILITY Aa = 52,500 S.F. PER FLOOR ALLOWABLE AT TYPE II-B © v o N ..J ' `o ° va o° '8.t.-' 8 N o 2. JANUS MODEL 650 (MODEL 650 IS STANDARD FOR ALL OPENINGS LESS THAN OR EQUAL TO 10' WIDE) IMPROVEMENT (PFI) PERMIT PLANS SHALL CONFORM TO CITY OF TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS, WHICH ARE AVAILABLE AT CITY HALL AND THE CITY'S WEB „,---.s.°.N Y �y ;, E v ws o A. STANDARD INTERIOR ROLL-UP DOOR I COLOR: GLOSS WHITE PAGE (WWW.TIGARD-OR.GOV). FIRE RESISTANCE RATING REQUIREMENTS (PER TALE 01 : •II`' . v 2-,'‘5 ,5O. -.21-1 `8 '62 o '' T Oi+. ' O.Q y -2 O L t" .(4 B. SWING DOORS (WHEN INCORPORATED) WILL BE CORRUGATED I COLOR: GLOSS WHITE o _E Us ° , ; ° N o C. ROLL-UP DOOR FRAMES (PIERS): FLUSH MATERIAL I COLOR: GLOSS WHITE 8. PRIOR TO COMMENCING SITE IMPROVEMENTS, SUBMITTAL OF THE EXACT LEGAL NAME, ADDRESS AND TELEPHONE NUMBER OF THE INDIVIDUAL OR CORPORATE ENTITY WHO WILL BE PRIMARY STRUCTURAL FRAME NO RATING REQ'D V a Q a .z ° ° , Q E 4 4°o D. ROLL-UP DOOR FRAMES (PIERS): 8" / 16" FRAMES (3'8"/8'8" WIDE DOORS) DESIGNATED AS THE `PERMITTEE'; AND WHO WILL PROVIDE THE FINANCIAL ASSURANCE FOR THE PUBLIC IMPROVEMENTS. FOR EXAMPLE, SPECIFY IF THE ENTITY IS A EXTERIOR AND INTERIOR BEARING WALLS NO RATING REQ'D E. HEADER PANELS WILL BE CORRUGATED MATERIAL COLOR: GLOSS WHITE CORPORATION, LIMITED PARTNERSHIP, LLC, ETC. ALSO SPECIFY THE STATE WITHIN WHICH THE ENTITY IS INCORPORATED AND PROVIDE THE NAME OF THE CORPORATE CONTACT F. HALLWAY PANELS WILL BE CORRUGATED MATERMATEIAL 1 COLOR: GLOSS WHITE PERSON. FAILURE TO PROVIDE ACCURATE INFORMATION TO THE ENGINEERING DIVISION WILL DELAY PROCESSING OF PROJECT DOCUMENTS. NON-BEARING INTERIOR WALLS/PARTITIONS NO RATING REQ;D W � 1%1 0 o J G. HALLWAY LINER PANELS WILL BE CORRUGATED MATERIAL I COLOR: GLOSS WHITE 9. THE APPLICANT SHALL PROVIDE A CONSTRUCTION VEHICLE ACCESS AND PARKING PLAN FOR APPROVAL BY THE CITY ENGINEER. THE PURPOSE OF THIS PLAN IS FOR PARKING AND FLOOR CONSTRUCTION (SLAB ON GRADE) NO RATING REQ D , rn v • a TRAFFIC CONTROL DURING THE PUBLIC IMPROVEMENT CONSTRUCTION PHASE. ALL CONSTRUCTION VEHICLE PARKING SHALL BE PROVIDED ON-SITE. NO CONSTRUCTION VEHICLES ROOF CONSTRUCTION NO RATING REQ'D )COcn o co ? .o MODIFIED OR EQUIPMENT WILL BE PERMITTED TO PARK ON THE ADJOINING RESIDENTIAL PUBLIC STREETS. CONSTRUCTION VEHICLES INCLUDE THE VEHICLES OF ANY CONTRACTOR ORU , --f 2 SUBCONTRACTOR INVOLVED IN THE CONSTRUCTION OF SITE IMPROVEMENTS OR BUILDINGS PROPOSED BY THIS APPLICATION, AND SHALL INCLUDE THE VEHICLES OF ALL ;;113 i ;17N a .T INTERIOR DISPLAY SECTIONS SUPPLIERS AND EMPLOYEES ASSOCIATED WITH THE PROJECT. MAX. NO. OF STORIES ABOVE x co c D. JANUS MODEL 650 (MODEL 650 IS STANDARD FOR ALL OPENINGS LESS THAN OR EQUAL TO 10' WIDE) 10. SW PACIFIC HIGHWAY SHALL BE DESIGNED AND CONSTRUCTED TO ODOT STANDARDS, AS FOLLOWS: GRADE PLANE PER TABLE 503: 3 w/ SPRINKLER INCR. x a) i a Flp o 1. STANDARD INTERIOR DISPLAY ROLL-UP DOOR I COLOR: PATRIOT RED _ RIGHT-OF-WAY DEDICATION OF 52 FEET FROM CENTERLINE 75' w/ SPRINKLER INCR. 4)1 U c CONCRETE CURB OR CURB AND GUTTER AS NEEDED E , 2. HEADER PANELS WILL BE FLUSH MATERIAL I COLOR: GLOSS WHITE - STORM DRAINAGE 01) 45 q 1 o ( - TEN-FOOT SIDEWALK WITH AT LEAST A 5-FOOT PLANTER STRIP PROPOSED BUILDING HEIGHT: 3 STORIES TYPE o/ BSMNT 3, ROLL-UP DOOR FRAMES PIERS): FLUSH MATERIAL I COLOR: GLOSS WHITE Q ¢ o "' ± 48' ABOVE FINISHED GRADE Co� O CI 4. ROLL-UP DOOR FRAMES (PIERS): 8' / 16" FRAMES (3'8"/8'8" WIDE DOORS) - STREET TREES, LIGHTING, STRIPING, SIGNS co - UNDERGROUNDING OF OVERHEAD UTILITIES N CORNERS & GUARDS - TRAFFIC CONTROL DEVICES � - ANY OTHER WORK REQUIRED BY ODOT STAIRWELL AND ELEVATOR SHAFTS: C.,2 I- 3 E. 90 DEGREE CORNERS AT ALL HALLWAY AND CORRIDOR CORNERS - AN ODOT DESIGN EXCEPTION FOR STREET TREES IN THE PLANTER STRIP STAIR AND ELEVATOR SHAFTS WILL BE OF(MIN.) 2-HOUR RATED CONSTRUCTION: 1. 4' GALVALUME CORNER GUARDS (NOT INCLUDED ON ROLL-UP DOOR FRAME PIERS). CMU WALLS AT BASEMENT INTERIOR AND FLOOR 1 AND FRAMED & RATED WALL 2. 12" GALVALUME KICK PLATES AT THE ELEVATOR LOBBY WALLS AND FIRST TURNS 11. PRIOR TO COMMENCING SITE IMPROVEMENTS, PROVIDE PROOF OF APPLICATION TO DONATE TO ODOT THE PUBLIC RIGHT-OF-WAY REQUIRED FOR SW PACIFIC HIGHWAY TO 3. 12" GALVALUME KICK PLATES AT STORAGE HALLWAY CORNERS AND LINER PANEL HALLWAYS PROVIDE 52 FEET FROM CENTERLINE AND AS REQUIRED BY ODOT RESPONSE DATED MARCH 25, 2016. ASSEMBLIES AT FLOORS 2 AND 3 WITH CORRESPONDING OPENING PROTECTIVES PER THE INTERIOR DOOR LATCH 12. PRIOR TO COMMENCING SITE IMPROVEMENTS, SUBMIT PROOF OF APPLICATION OF AN INDENTURE OF ACCESS FOR THE DRIVEWAY TO SW PACIFIC HIGHWAY AS DESCRIBED INStorQuest. THE ODOT RESPONSE DATED MARCH 25, 2016. DOOR SCHEDULE. �■ F. GOLD CHATEAU CYLINDER LATCH F. L F STORAGE G. CONCRETE HALLWAYS: EXPOSED CONCRETE STORAGE HALLWAYS RECEIVE (1) COAT OF FLOOR SEALER (ASHFORD OR 13. SW MCKENZIE STREET SHALL BE DESIGNED AND CONSTRUCTED TO LOCAL STREET STANDARDS AS FOLLOWS: - RIGHT-OF-WAY DEDICATION OF 25 FEET FROM CENTERLINE BUILDING PROPOSED AREAS: W SIMILAR PRODUCT). -- FOURTEEN-FOOT PAVED WIDTH - PAVEMENT SECTION AS REQUIRED BY LOCAL STREET STANDARDS AS IT PERTAINS TO OSSC BUILDING AREA CALCULATIONS ABOVE: ELEVATOR LOBBY FINISHES - CONCRETE CURB OR CURB AND GUTTER FLOOR AREA (SQ. FT.) V - STORM DRAINAGE H. CONCRETE FLOORING: EXPOSED CONCRETE ELEVATOR LOBBIES RECEIVE (1) COAT OF FLOOR SEALER (ASHFORD OR - FIVE-FOOT SIDEWALK WITH FIVE-FOOT PLANTER STRIP BASEMENT (S-1) 10,218 < U SIMILAR PRODUCT). - STREET TREES, LIGHTING, STRIPING, SIGNS 1ST FLOOR OFFICE (B) 1,834 1: < 1. EXPOSED CMU WALLS: TO BE PAINTED SEMI-GLOSS WHITE. J. GYP BOARD: TO BE PAINTED SEMI-GLOSS WHITE. 14. PRIOR TO COMMENCING SITE IMPROVEMENTS, DEDICATE TO THE PUBLIC THE RIGHT-OF-WAY REQUIRED FOR SW MCKENZIE STREET. THE DEDICATION DOCUMENT SHALL BE ON CITY 1ST FLOOR STORAGE (S-1) 28,263 K. WALL KICK PLATES: 12" GALVALUME KICK PLATES INSTALLED BY JANUS AT ELEVATOR LOBBIES FORMS. INSTRUCTIONS ARE AVAILABLE FROM THE ENGINEERING DIVISION. O LL 1ST FLOOR SUB TOTAL 30,097 L. CORNER GUARDS: 4' GALVALUME CORNER GUARDS INSTALLED BY JANUS AT ELEVATOR LOBBIES 15. PRIOR TO COMMENCING SITE IMPROVEMENTS, SANITARY SEWER AND STORM DRAINAGE DETAILS SHALL BE PROVIDED TO THE CITY FOR REVIEW AND APPROVAL AS PART OF THE PFI2ND FLOOR STORAGE (S-1) 30,400 W PERMIT PLANS. CALCULATIONS AND A TOPOGRAPHIC MAP OF THE STORM DRAINAGE BASIN AND SANITARY SEWER SERVICE AREA SHALL BE PROVIDED AS A SUPPLEMENT TO THE ADDITIONAL LOBBY FINISHES MAY BE CALLED ON ARCHITECTURAL PLANS. REFER TO FINISH SCHEDULE DETAILS. PFI PERMIT PLANS. CALCULATIONS FOR DETENTION AND WATER QUALITY SHALL BE BASED ON FULL DEVELOPMENT OF THE SERVICEABLE AREA. THE LOCATION AND CAPACITY OF 3RD FLOOR STORAGE (S-1) 31.747 V J 0 LEASING OFFICE. BREAKROOM. AND MERCHANDISE DISPLAYS EXISTING, PROPOSED AND FUTURE LINES SHALL BE ADDRESSED. TOTAL GROSS FLOOR AREA 102.462 SQ. FT. I ! 16. PRIOR TO COMMENCING SITE IMPROVEMENTS, AN EROSION CONTROL PLAN SHALL BE PROVIDED AS PART OF THE PUBLIC FACILITY IMPROVEMENT PERMIT DRAWINGS. THE PLAN COVERED DRIVE AREA 1.500 L.L. M. FLOORING LAYOUT DESIGN SHALL CONFORM TO THE °CLEAN WATER SERVICES (CWS) EROSION PREVENTION AND SEDIMENT CONTROL DESIGN AND PLANNING MANUAL" (CURRENT EDITION) AND SUBMITTED TOTAL BUILDING AREA (FOR FIRE FLOW) 103,962 SQ. FT. .1 ry 1. INCORPORATE 12"X12" TILE AT MAIN STOREFRONT ENTRIES. TO CITY OF TIGARD WITH THE PFI PLANS. 2. INCORPORATE 24"X24" PATTERN CARPET TILE AT CUSTOMER TRANSACTION COUNTERS, LOUNGE SEATING, AND BEHIND III MANAGEMENT WORK STATIONS. 17. PRIOR TO COMMENCING SITE IMPROVEMENTS, A FINAL GRADING PLAN SHALL BE SUBMITTED SHOWING THE EXISTING AND PROPOSED CONTOURS. (1) 0 3. INCORPORATE 24"X24" PATTERN CARPET TILE AT DISTRICT MANAGER'S OFFICE (WHEN INCLUDED IN DESIGN). 11 4. INCORPORATE 24"X24" PATTERN CARPET TILE AT MERCHANDISE DISPLAY AREAS. 18. PRIOR TO COMMENCING SITE IMPROVEMENTS, THE APPLICANT SHALL OBTAIN A CWS STORMWATER CONNECTION AUTHORIZATION PRIOR TO ISSUANCE OF THE CITY OF TIGARD PFl 5. INCORPORATE 12"X12" VINYL TILE FLOORING IN BREAK ROOM. PERMIT. PLANS SHALL BE SUBMITTED TO THE CITY OF TIGARD FOR REVIEW. THE CITY WILL FORWARD PLANS TO CWS AFTER PRELIMINARY REVIEW. I-- (/) 6. INCORPORATE 4" VINYL COVE BASE ON ALL GYP BOARD LEASING OFFICE WALLS AND BREAK ROOM WALLS. 19, PRIOR TO COMMENCING SITE IMPROVEMENTS, THE APPLICANT SHALL OBTAIN AN 1200--CN GENERAL PERMIT ISSUED THROUGH THE CITY OF TIGARD PURSUANT TO ORS 468.740 AND ] Q THE FEDERAL CLEAN WATER ACT. SPECIFIC TILE, CARPET, AND VINYL FLOORING SPECS CALLED OUT ON ARCHITECTURAL DRAWINGS (SEE FINISH SCHEDULE). I c„� W ' SPEC MODIFICATIONS MAY BE PRESENTED BY OWNER AND/OR CONTRACTOR IF CURRENT SPECS ARE DISCONTINUED BY SUPPLIERS. W J 0ti ALL SPEC SUBMITTALS SUBJECT TO OWNER APPROVAL BEFORE FINALIZING ORDERS. 20. PRIOR TO COMMENCING SITE IMPROVEMENTS, ANY EXTENSION OF PUBLIC WATER LINES SHALL BE SHOWN ON THE PROPOSED PUBLIC FACILITY IMPROVEMENT (PFI) PERMIT III = rn CONSTRUCTION AND SHALL BE REVIEWED AND APPROVED BY THE CITY AS A PART OF THE ENGINEERING DEPARTMENT PLAN REVIEW. NOTE: AN ESTIMATED 12% OF THE WATER L#..I U_ Z N. WALL PAINT COLOR SCHEME: REFER TO ARCHITECTURAL PLANS FINISH SCHEDULE. SYSTEM COST WILL BE ASSESSED PRIOR TO APPROVAL OF THE CITY OF TIGARD'S PFI PERMIT. 3 ( ) L_ 0 O .DROP CEILING STANDARD: ARMSTRONG, 'DUNE, TEGULAR, FINE TEXTURE", WITH 2X2 GRID. V J U 21. PRIOR TO COMMENCING SITE IMPROVEMENTS, THE APPLICANT WILL BE REQUIRED TO PROVIDE WRITTEN APPROVAL FROM TUALATIN VALLEY FIRE & RESCUE FOR FIRE FLOW, Q II RESTROOMS: HYDRANT PLACEMENT AND ACCESS PRIOR TO ISSUANCE OF THE CITY OF TIGARD'S SITE PERMIT. ,1=1O 22. APPLY FOR ODOT FACILITY PERMIT FOR STREET IMPROVEMENTS AND STORM DRAINAGE AS DESCRIBED IN ODOT RESPONSE DATED MARCH 25, 2016. 0 P. REFER TO ARCHITECTURAL PLANS - FINISH SCHEDULE DETAILS. FIRE DEPARTMENT UC FIRE I- WQ Q. LIGHTING / ELECTRICAL STANDARDS: PROTECTION NOTES CO Z co ( 1. STORQUEST SELF STORAGE PROPERTIES WILL INCORPORATE A FLUORESCENT LIGHTING PACKAGE. EXTERIOR 2. LED PARKING LOT POLE LIGHTS AND BUILDING SCONCES/WALL PACKS WILL BE INSTALLED BASED ON LOCAL 3. CITY PLANNING CODE AND REQUIREMENTS. 1. APPROVED NUMBERS OR ADDRESSES SHALL BE PROVIDED FOR ALL BUILDINGS IN REVISIONS R. INTERIOR HALLWAYS: INCORPORATE T8 FLUORESCENT LIGHT FIXTURES WITH WIRE GUARDS. WIRED TO MOTION SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR NO. DATE BY DETECTORS. ROAD FRONTING THE PROPERTY. 4" MIN. HT. W/ 1/2" MIN. STROKE WIDTH & ON CONTRASTING BACKGROUND. S. INDIVIDUAL UNITS: ALL STORAGE UNITS 10X16 AND LARGER WILL RECEIVE AN INDIVIDUAL LIGHT FIXTURE WITH WIRE GUARD PRIOR TO FINAL BUILDING INSPECTION: L. FOR INCREASED ILLUMINATION. WIRED TO MOTION DETECTORS. 2. TEMPORARY ADDRESSING REQUIRED DURING CONSTRUCTION SHALL BE VISIBLE FROM THE STREET. g T. OCC. SENSORS: MOTION DETECTORS WLL BE INCORPORATED INTO THE STORAGE HALLWAY DESIGN AND LEASING 23. PRIOR TOA FINAL BUILDING INSPECTION, THE APPLICANT SHALL CALL FORA FINAL PLANNING INSPECTION TO ENSURE THE PROJECT WAS COMPLETED AS SHOWN ON THE AlFFICE LAYOUT FOR MAXIMUM ENERGY EFFICIENCY. ALL MOTION DETECTORS WILL BE SET TO APPROVED PLAN. 3. FIRE SPRINKL THE STRUCTURE SHALL HAVE AN NFPA 13 FIRE SPRINKLER THE APPROPRIATE SENSITIVITY LEVELS AND TIME DURATIONS TO BE COORDINATED WITH SYSTEM INSTALLED PER FIRE DEPARTMENT REQUIREMENTS. G.C. SHALL SUBMIT FOR STORQUEST OPERATIONS TEAM. 24. PRIOR TO ISSUANCE OF A BUILDING PERMIT, PAY THE ADDRESSING FEE OF $50. (STAFF CONTACT: JEREMY HANSON, ENGINEERING, 503-718-2467). FIRE PERMIT. A. THE G.C. SHALL OBTAIN ALL APPROPRIATE PERMITS. /n\ U. POWER OUTLETS: MAINTENANCE POWER OUTLETS ARE TO BE INSTALLED APPROXIMATELY 100 FT. A PART THROUGHOUT THE 25. PRIOR TOA FINAL BUILDING INSPECTION, COMPLETE ALL REQUIRED PUBLIC IMPROVEMENTS, INCLUDING IMPROVEMENTS TO SW PACIFIC HIGHWAY ANDA ONE-YEAR MAINTENANCE B. DRY SPRINKLER SYSTEM SHALL BE PROVIDED OVER THE EXTERIOR ISSUE DATES INTERIOR STORAGE HALLWAYS. EACH OUTLET WILL RECEIVE A LOCKING COVER FOR MANAGEMENT ASSURANCE FOR THE IMPROVEMENTS. SUBMIT ODOT APPROVAL OF ALL WORK IN THE SW PACIFIC HIGHWAY RIGHT-OF-WAY. C. PARKING & LOADING AREA (REFER TO FLOOR PLANS) AT GRIDS 1-4, "F" USE ONLY. THROUGH "L". LAND USE APPROVAL:2016-04-29 26. PRIOR TO FINAL BUILDING INSPECTION, THE APPLICANT SHALL SUBMIT AS-BUILT DRAWINGS TIED TO THE GPS NETWORK. THE APPLICANT'S ENGINEER SHALL PROVIDE THE CITY WITH V. HVAC STANDARDS: AN ELECTRONIC FILE WITH POINTS FOR EACH STRUCTURE (MANHOLES, CATCH BASINS, WATER VALVES, HYDRANTS AND OTHER WATER SYSTEM FEATURES) IN THE DEVELOPMENT, 4. KNOX BOX/KNOX SWITCH:A KNOX BOX/KNOX SWITCH SHALL BE INSTALLED IN AN PERMIT SUBMITTAL: 2016-08-30 AND THEIR RESPECTIVE X ANDY STATE PLANE COORDINATES, REFERENCED TO NAD 83 (91). AS-BUILT SUBMITTAL SHALL INCLUDE AN ACROBAT (***.PDF) FILE, ONE 11X17 APPROVED LOCATION AND ALL REQUIRED KEYS SHALL BE ON SITE FOR LOCK UP PERMIT RECEIVED: 1. STORQUEST SELF STORAGE PROPERTIES WILL INCORPORATE A 100% CLIMATE CONTROLLED ENVIRONMENT FOR ALL PAPER COPY AND THE ELECTRONIC POINT FILE AS STATE ABOVE AND SHOWN IN THE EXAMPLE BELOW. PRIOR TO BUILDING FIRE FINAL. INTERIOR STORAGE SPACE. BID DOCS: 2. EXTERIOR DRIVE-UP UNITS ARE NON-CLIMATE CONTROLLED SPACES. EXCEL SPREADSHEET/POINT DATABASE FILE EXAMPLE: 5. PORTABLE FIRE EXTINGUISHERS WILL BE REQUIRED DURING CONSTRUCTION AND CONSTR. DOCS: 3. A SEPARATE HVAC SPLIT SYSTEM WILL BE CONNECTED TO THE LEASING OFFICE, BREAKROOM, AND RESTROOM(S) FOR A "FEATURE"; "TYPE"; "XCOORD"; "YCOORD"; "ZCOORD": PRIOR TO C OF 0, MAX COVERAGE IS 3000 SQUARE FEET AND SPACED NO MORE ' SPECIFIC CLIMATE ZONE RANGE. REFER TO MECHANICAL PLANS. "SSMH02"; "MH"; "7456892.234"; "6298769.879"; "192.45" THAN 75 FEET OF TRAVEL DISTANCE. REFER TO PLANS FOR LOCATIONS. PROVIDE 4. ALL STORAGE BUILDING ELEVATOR LOBBIES, HALLWAYS, AND INTERIOR STORAGE UNITS WILL REQUIRE A MINIMUM CLIMATE " " TWO (2) PORTABLE 2:A 10:BC (5 POUND) OR LARGER FIRE EXTINGUISHERS AT 24X36'SCALE: NONE RANGE FROM 60 - 85 DEGREES FAHRENHEIT. THIS RANGE IS BASED ON COLD WINTER MONTHS TO HOT SUMMER WVD3", wv", "7456956.654", "6298723.587", "214.05 EACH FLOOR DURING CONSTRUCTION. LOCATE NO HIGHER THAN 5' A.F.F. AT EACH MONTHS IN VARIOUS GEOGRAPHIC LOCATIONS ACROSS THE COUNTRY. STAIRWELL AND MAINTAIN IN UNBLOCKED AND VISIBLE CONDITION AT ALL TIMES. PLOT DATE: 2016-08-29 27. PRIOR TO A FINAL BUILDING INSPECTION, THE APPLICANT'S TRAFFIC ENGINEER SHALL SUBMIT A FINAL SIGHT DISTANCE CERTIFICATION FOR THE SW PACIFIC HIGHWAY ACCESS. CAD FILE: 15-133_A02 6. BUILDINGS 4 OR MORE STORIES IN HEIGHT SHALL BE PROVIDED WITH NOT LESS 28. PRIOR TOA FINAL BUILDING INSPECTION, THE APPLICANT SHALL DEMONSTRATE THAT THEY HAVE ENTERED INTO AN AGREEMENT ON CITY FORMS FOR THE MAINTENANCE OF THE THAN ONE STANDPIPE FOR USE DURING CONSTRUCTION. OPTIONS ARE TO INSTALL JOB NUMBER: 15-133 PRIVATE ON-SITE WATER QUALITY FACILITIES THAT WILL ENSURE COMPLIANCE WITH THE REQUIREMENTS OF CWS. A WORKING STANDPIPE TAPPED OFF THE FIRE SPRINKLER SYSTEM DURING CHECKED: PAMC CONSTRUCTION OR INSTALL TEMPORARY STANDPIPE AT A LOCATION APPROVED BY THE FIRE DEPARTMENT. SUCH STANDPIPES SHALL BE EXTENDED AS CONSTRUCTION DRAWN: DYM PROGRESSES TO WITHIN ONE FLOOR OF THE HIGHEST FLOOR OF CONSTRUCTION. STATUS: ISSUE FOR PERMIT SUBMIT FOR SEPARATE FIRE PERMIT. 7. STORAGE OF MATERIALS WITHIN STORAGE UNITS WILL BE MAINTAINED A MINIMUM OF 18" BELOW THE FIRE SPRINKLER HEAD DEFLECTOR. BUILDING CODE SUMMARY & FIRE PROTECTION NOTES 8. ELEVATOR REQUIREMENTS RELATED TO FIRE ARE THE RESPONSIBILITY OF STATE L&I INSPECTORS. 9. ANY BULK STORAGE OF FLAMMABLE/COMBUSTIBLE LIQUIDS/GASES USED FOR AO ■ 21 CONSTRUCTION SHALL BE APPROVED. FLOOR OR GROUND SURFACES (ICC/ANSI SEC. 302 & 303): PROTRUDE INTO VEHICULAR TRAFFIC LANES, PARKING SPACES, OR INTO PARKING SPACE ACCESS AISLES. THEY SHALL BE LOCATED PROVIDED. GENERAL: FLOOR OR GROUND SURFACES SHALL BE STABLE, FIRM, AND SLIP RESISTANT. CHANGES IN LEVEL OF 1/4 INCH HIGH OR PROTECTED TO PREVENT THEIR OBSTRUCTION BY PARKED VEHICLES. HANDRAILS ARE NOT REQUIRED. MAX. SHALL BE PERMITTED TO BE VERTICAL. CHANGES IN LEVEL BETWEEN 1/4 INCH HIGH MIN. AND 1-1/2 INCH HIGH MAX. SHALL SIDES OF CURB RAMPS: WHERE PEDESTRIANS MUST WALK ACROSS A CURB RAMP, THE RAMP SHALL HAVE FLARED SIDES. SLOPE TOILET COMPARTMENTS FOR MULTI-TOILET ROOMS (ICC/ANSI SEC. 604): �� C, BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. CHANGES IN LEVEL GREATER THAN 1/2 INCH SHALL BE RAMPED AND SHALL OF FLARES SHALL NOT BE STEEPER THAN 1;10, WHERE THE WIDTH OF THE WALKING SURFACE AT THE TOP OF THE RAMP AND WHEELCHAIR ACCESSIBLE COMPARTMENTS: WHEELCHAIR ACCESSIBLE COMPARTMENTS SHALL BE 60 INCHES WIDE MIN. MEASURED c., ,,(SEI PARALLEL TO THE RUN OF THE RAMP IS LESS THAN 48 INCHES WIDE, THE FLARED SIDES SHALL HAVE A SLOPE NOT STEEPER THAN PERPENDICULAR TO THE SIDE WALL, AND 56 INCHES DEEP MIN. FOR WALL HUNG WATER CLOSETS AND 59 INCHES DEEP MIN. FOR ~ COMPLY WITH ICC/ANSI SECTION 405 OR 406. 1:12. CURB RAMPS WITH RETURNED CURBS SHALL BE PERMITTED WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE1'-6" 6Aj,J4S4 FLOOR MOUNTED WATER CLOSETS, MEASURED PERPENDICULAR TO THE REAR WALL. �j RAMP. AMBULATORY ACCESSIBLE COMPARTMENTS: AMBULATORY ACCESSIBLE COMPARTMENTS SHALL BE 60 INCHES DEEP MIN. AND 36 .' .4' pC+ WHEELCHAIR TURNING SPACE AND CLEAR SPACE (ICC/ANSI SEC. 304 & 305): COUNTER SLOPE: COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO THE CURB RAMP ORCLEAR WHEN • • CLEAR FLOOR OR GROUND SURFACE: FLOOR OR GROUND SURFACES OF A WHEELCHAIR TURNING SPACE SHALL HAVE A SLOPE NOT ACCESSIBLE ROUTE SHALL NOT BE STEEPER THAN 1:20. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS OR STREETS SHALL BE AT INCHES WIDE, WATER CLOSETS LOCATED IN AMBULATORY ACCESSIBLE COMPARTMENTS SHALL HAVE THE CENTERLINE OF THE WATER SIGN ON PULL Redmond, WA ,� CLOSET 17 INCHES MIN. AND 19 INCHES MAX. FROM THE SIDE WALL OR PARTITION. THE WATER CLOSET SHALL BE CENTERED IN THE r" 4894 0 STEEPER THAN 1:48. THE CLEAR FLOOR OR GROUND SPACE SHALL BE 30 INCHES MIN. BY 48 INCHES MIN. AND SHALL BE THE SAME LEVEL. COMPARTMENT. COMPARTMENT DOORS SHALL NOT SWING INTO THE MIN. REQUIRED COMPARTMENT AREA. SIDE OF DOOR 1a �V POSITIONED FOR EITHER FORWARD OR PARALLEL APPROACH TO AN ELEMENT. ONE FULL, UNOBSTRUCTED SIDE OF THE CLEAR FLOOR LOCATION AT MARKED CROSSINGS: CURB RAMPS AT MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS, GRAB BARS FOR AMBULATORY ACCESSIBLE COMPARTMENTS: A 42" SIDE WALL GRAB BAR SHALL BE PROVIDED ON BOTH SIDES OF 9" l�OF 0 OR GROUND SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR OR GROUND SPACE. EXCLUDING ANY FLARED SIDES. THE COMPARTMENT. �r CIRCULAR SPACE: THE WHEELCHAIR TURNING SPACE SHALL BE NOT LESS THAN 60 INCHES DIAMETER MIN. WHEELCHAIR TURNING LANDINGS: THE CLEAR LENGTH OF THE LANDING SHALL BE 36 INCHES MIN., WITH A CLEAR WIDTH AT LEAST AS WIDE AS THE CURB DOORS: COMPARTMENT DOORS SHALL NOT SWING INTO THE MIN. REQUIRED COMPARTMENT AREA. TOILET COMPARTMENT DOORS TYP. SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCES. RAMP, EXCLUDING FLARED SIDES LEADING TO THE LANDING. SHALL COMPLY WITH ICC/ANSI SECTION 404, EXCEPT THAT IF THE APPROACH IS TO THE LATCH SIDE OF THE COMPARTMENT DOOR, T--SHAPED SPACE: THE WHEELCHAIR TURNING SPACE MAY BE A T-SHAPED SPACE WITHIN A 60 INCH MIN. SQUARE WITH ARMS AND DIAGONAL CURB RAMPS: DIAGONAL OR CORNER TYPE CURB RAMPS WITH RETURNED CURBS OR OTHER WELL-DEFINED EDGES SHALL THE CLEARANCE BETWEEN THE DOOR SIDE OF THE COMPARTMENT AND ANY OBSTRUCTION SHALL BE 42 INCHES MIN. THE DOOR BASE 36 INCHES WIDE MIN. EACH ARM OF THE T SHALL BE CLEAR OF OBSTRUCTIONS 12 INCHES MIN. IN EACH DIRECTION AND THE HAVE THE EDGES PARALLEL TO THE DIRECTION OF PEDESTRIAN FLOW. BOTTOMS OF DIAGONAL CURB RAMPS SHALL HAVE 48 INCHES SHALL BE HINGED 4 INCHES MAX. FROM THE ADJACENT WALL OR PARTITION FARTHEST FROM THE WATER CLOSET. THE DOOR SHALL t " C ` ° °t r r ° BASE SHALL BE CLEAR OF OBSTRUCTIONS 24 INCHES MIN. T-SHAPED WHEELCHAIR TURNING SPACES SHALL BE PERMITTED TO MIN. CLEAR SPACE, MEASURED PARALLEL TO THE RUNNING SLOPE. DIAGONAL CURB RAMPS PROVIDED AT MARKED CROSSINGS SHALL -� o ; ,E-ate.. BE SELF-CLOSING. A DOOR PULL SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH. COMPARTMENT ARRANGEMENTS _, >,w ° ° a N INCLUDE KNEE AND TOE CLEARANCES ONLY AT THE END OF EITHER THE BASE OR ONE ARM PROVIDE THE 48 INCHES MIN. CLEAR SPACE WITHIN THE MARKINGS. DIAGONAL CURB RAMPS WITH FLARED SIDES SHALL HAVE A ° ° o E ,,,, ,,,7..E.2 5,° c N ,_ °ik2= Ein DOORS: UNLESS OTHERWISE SPECIFIED, DOORS SHALL BE PERMITTED TO SWING INTO WHEELCHAIR TURNING SPACE. SEGMENT OF STRAIGHT CURB 24 INCHES LONG MIN. ON EACH SIDE OF THE CURB RAMP AND WITHIN THE MARKED CROSSING. SHALL BE PERMITTED FOR LEFT-HAND OR RIGHT-HAND APPROACH TO THE WATER CLOSET. ADA COMPLIANT SIGN PER PLAN, 2 °° - '- TOE CLEARANCE: IN WHEELCHAIR ACCESSIBLE COMPARTMENTS, THE FRONT PARTITION AND AT LEAST ONE SIDE PARTITION SHALL SCHEDULE & DETAIL ;�y ;: _ ALCOVE CLEAR FLOOR SPACE: FORWARD APPROACH - THE WIDTH OF AN ALCOVE SHALL BE 36 INCHES MIN, WHERE THE DEPTH ISLANDS: RAISED ISLANDS IN CROSSINGS SHALL BE A CUT-THROUGH LEVEL WITH THE STREET OR HAVE CURB RAMPS AT BOTH ` L - 52-5 w ° E ° = ,5 ° PROVIDE A TOE CLEARANCE OF 9 INCHES MIN. ABOVE THE FLOOR AND EXTENDING 6 INCHES DEEP BEYOND THE COMPARTMENT-SIDE a ° °.- ° TL Z ° ° a aL ° a v Ey � 4�- w � m.. v EXCEEDS 24 INCHES. PARALLEL APPROACH - THE WIDTH OF AN ALCOVE SHALL BE 60 INCHES MIN. WHERE THE DEPTH EXCEEDS 15 SIDES, AND A LEVEL AREA 48 INCHES LONG MIN. BY 36 INCHES WIDE MIN., IN THE PART OF THE ISLAND INTERSECTED BY THE FACE OF THE PARTITION, EXCLUSIVE OF PARTITION SUPPORT MEMBERS, TOE CLEARANCE AT THE FRONT OF THE PARTITION IS NOT FA _ . ` ° INCHES. CROSSING. REQUIRED IN A COMPARTMENT GREATER THAN 62 INCHES DEEP WITH A WALL-HUNG WATER CLOSET OR 65 INCHES DEEP WITH A B.O. HIGHEST . T 0 o vy o ° s o= ° ° ,, ,i, a o FLOOR-MOUNTED WATER CLOSET. TOE CLEARANCE AT THE SIDE PARTITION IS NOT REQUIRED IN A COMPARTMENT GREATER THAN 66 a E o -0 Ev° ' # Z 1. KNEE AND TOE CLEARANCE (ICC/ANSI SEC. 306 PARKING SPACES (ICC/ANSI SEC. 502): INCHES WIDE. TACTILE TEXT 6 o N o o a o o N2 o a ny `4 E �° o� y'°-5), ...mc0 ° E TOE CLEARANCE: SPACE UNDER AN ELEMENT BETWEEN THE FLOOR OR GROUND AND 9 INCHES ABOVE THE FLOOR OR GROUND VEHICLE SPACE SIZE: ACCESSIBLE CAR AND VAN PARKING SPACES SHALL HAVE AN ADJACENT ACCESS AISLE. CAR AND VAN ..4` .E 2 -° N o 7..aw SHALL BE TOE CLEARANCE. MAX. DEPTH IS PERMITTED TO EXTEND 25 INCHES MAX. UNDER AN ELEMENT AND 17 INCHES MIN. PARKING SPACES SHALL BE 96 INCHES MIN. WIDTH. LAVATORIES AND SINKS (ICC/ANSI SEC. 606): ~ a° ° °r T- BENEATH THE ELEMENT. TOE CLEARANCE SHALL BE 30 INCHES WIDE MIN. ACCESS AISLE: TWO PARKING SPACES SHALL BE PERMITTED TO SHARE A COMMON ACCESS AISLE. PARKED VEHICLE OVERHANGS c6 ° -zy �' 0.- .11.62::-..;. - KNEE CLEARANCE: SPACE UNDER AN ELEMENT BETWEEN 9 INCHES AND 27 INCHES ABOVE THE FLOOR OR GROUND SHALL BE KNEE SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE. ACCESS AISLES SERVING CAR PARKING SPACES SHALL BE 60 CLEAR FLOOR OR GROUND SPACE: A 30" X 48" CLEAR FLOOR OR GROUND SPACE POSITIONED FOR FORWARD APPROACH SHALL BE .L # icul CLEARANCE. KNEE CLEARANCE SHALL BE PERMITTED TO EXTEND 25 INCHES MAX. UNDER AN ELEMENT AT 9 INCHES ABOVE THE INCHES WIDE MIN, ACCESS AISLES SERVING VAN PARKING SPACES SHALL BE 96 INCHES WIDE MIN. ACCESS AISLES SHALL EXTEND PROVIDED. KNEE AND TOE CLEARANCE SHALL BE PROVIDED, Q © � gyao o° N FLOOR OR GROUND. WHERE KNEE CLEARANCE IS REQUIRED BENEATH AN ELEMENT AS PART OFA CLEAR FLOOR OR GROUND SPACE, THE FULL LENGTH OF THE PARKING SPACES THEY SERVE AND THEY SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM. HEIGHT AND CLEARANCES: THE FRONT OF LAVATORIES AND SINKS SHALL BE 34 INCHES MAX. ABOVE THE FLOOR OR GROUND, qs y :17-1:561: EoMEASURED TO THE HIGHER OF THE FIXTURE RIM OR COUNTER SURFACE. FAUCETS SHALL COMPLY WITH ICC ANSI SECTION 309. ° ° 1:1 °' C ° ` THE KNEE CLEARANCE SHALL BE 11 INCHES DEEP MIN. AT 9 INCHES ABOVE THE FLOOR OR GROUND, AND 8 INCHES DEEP MIN. AT FLOOR OR GROUND SURFACES: PARKING SPACES AND ACCESS AISLES SHALL HAVE SURFACE SLOPES NOT STEEPER THAN 1:48. / t °HAND-OPERATED, SELF-CLOSING FAUCETS SHALL REMAIN OPEN FOR 10 SECONDS MIN. a LI 0 ° .5:6411 r c 27 INCHES ABOVE THE FLOOR OR GROUND. KNEE CLEARANCE SHALL BE 30 INCHES WIDE MIN. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY SERVE v a a a z o a E a a°o VERTICAL CLEARANCE: PARKING SPACES FOR VANS SHALL HAVE A VERTICAL CLEARANCE OF 98 INCHES MIN. AT THE SPACE AND EXPOSED PIPES AND SURFACES: WATER SUPPLY AND DRAINPIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR PROTRUDING OBJECTS (ICC/ANSI SEC. 307 : ALONG THE VEHICULAR ROUTE THERETO. OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES • PROTRUSION LIMITS: OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES AND NOT MORE THAN 80 INCHES ABOVE THE FLOOR OR IDENTIFICATION: WHERE ACCESSIBLE PARKING SPACES ARE REQUIRED TO BE IDENTIFIED BY SIGNS, THE SIGNS SHALL INCLUDE THE AND SINKS./ GROUND SHALL PROTRUDE 4 INCHES MAX. HORIZONTALLY INTO THE CIRCULATION PATH. HANDRAILS SERVING STAIRS AND RAMPS INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH ICC o EA N `,:q n U ANSI SECTION 703.6. SUCH SIGNS SHALL BE 60 INCHES MIN. ABOVE C _ SHALL BE PERMITTED TO PROTRUDE 4-1/2 INCHES MAX. GUARDRAILS OR OTHER BARRIERS SHALL BE PROVIDED WHERE VERTICAL THE FLOOR OR GROUND SURFACE OF THE PARKING SPACE, MEASURED TO THE BOTTOM OF THE SIGN. GRAB BARSICCIANSI SEC. 609): CLEARANCE IS LESS THAN 80 INCHES HIGH. LEADING EDGE OF SUCH GUARDRAIL OR BARRIER SHALL BE 27 INCHES MAX. ABOVE THE SIZE. GRAB BARS SHALL HAVE A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1-1/4 INCH MIN. AND 2 INCHES MAX. FLOOR OR GROUND. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH REQUIRED FOR ACCESSIBLE ROUTES. PASSENGER LOADING ZONES ICC/ANSI SEC. 503): NON-CIRCULAR CROSS-SECTIONS: GRAB BARS WITH OTHER SHAPES SHALL BE PERMITTED PROVIDED THEY HAVE A CROSS SECTION CIS � o co s DIMENSION OF 2 INCHES MAX., AND PERIMETER DIMENSION OF 4 INCHES MIN. AND 4.8 INCHES MAX. AND WITH EDGES HAVING 1 8 U z' `C) 6ciz, 2 POST-MOUNTED OBJECTS: OBJECTS ON A SINGLE POST OR PYLON SHALL BE PERMITTED TO OVERHANG 12 INCHES MAX. WHERE VEHICLE PULL-UP SPACE: PASSENGER LOADINGZONES SHALL PROVIDE AN ACCESS AISLE ADJACENT AND PARALLEL TO A VEHICLE / W ca ' 4 MORE THAN 27 INCHES AND NOT MORE THAN 80 INCHES ABOVE THE FLOOR OR GROUND. PULL-UP SPACE 96 INCHES MIN. WIDTH AND 20 FEET MIN. LENGTH. INCH MIN. RADIUS. ACCESS AISLES; ACCESS AISLES SHALL BE PART OF THE ACCESSIBLE ROUTE TO THE BUILDING OR FACILITY ENTRANCE. ACCESS SPACING: THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1-1/2 INCHES. THE SPACE BETWEEN THE GRAB BAR AND1-1 E ) REACH RANGES (ICC/ANSI SEC. 308): AISLES SERVING VEHICLE PULL-UP SPACES SHALL BE 60 INCHES WIDE MIN. AND 20 FEET LONG MIN. ACCESS AISLES SHALL BE OBJECTS BELOW AND AT THE ENDS SHALL BE 1-1/2 INCHES MIN. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS x z a u' C UNOBSTRUCTED REACH: WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE MARKED SO AS TO DISCOURAGE PARKING IN THEM. ABOVE SHALL BE 12 INCHES MIN. ACCESSIBLE SIGNAGE LOCATION Ccr) U c E 3 SIDE REACH IS UNOBSTRUCTED, THE HIGH SIDE REACH SHALL BE 48 INCHES MAX. AND THE LOW SIDE REACH SHALL BE 15 INCHES FLOOR OR GROUND SURFACES: VEHICLE PULL-UP SPACES IN PASSENGER LOADING ZONES AND ACCESS AISLES SHALL HAVE POSITION OF GRAB BARS: GRAB BARS SHALL BE MOUNTED IN A HORIZONTAL POSITION, 33 INCHES MIN. AND 36 INCHES MAX. ABOVE 4, . a c ° MIN. ABOVE THE FLOOR OR GROUND. EXISTING ELEMENTS SHALL BE PERMITTED AT 54 INCHES MAX. ABOVE THE FLOOR OR GROUND. SURFACE SLOPES NOT STEEPER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE VEHICLE PULL-UP SPACE THEY THE FLOOR. SCALE: 1/2" = 1'-0" ICC/ANSI CHAP. 7 r °�° OBSTRUCTED HIGH FORWARD REACH: WHERE A HIGH FORWARD REACH IS OVER AN OBSTRUCTION, THE CLEAR FLOOR OR GROUND SERVE. SURFACE HAZARDS: GRAB BARS AND ANY WALL OR OTHER SURFACES ADJACENT TO GRAB BARS SHALL BE FREE OF SHARP OR co O SPACE SHALL EXTEND BENEATH THE ELEMENT FORA DISTANCE NOT LESS THAN THE REQUIRED REACH DEPTH OVER THE VERTICAL CLEARANCE: VERTICAL CLEARANCE OF 114 INCHES MIN. SHALL BE PROVIDED AT PASSENGER LOADING ZONES AND ALONG ABRASIVE ELEMENTS. EDGES SHALL HAVE A RADIUS Of 1/8 INCH MIN. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. CUIco � r OBSTRUCTION. THE HIGH FORWARD REACH SHALL BE 48 INCHES MAX. WHERE THE REACH DEPTH IS 20 INCHES MAX. WHERE THE VEHICLE ACCESS ROUTES TO SUCH AREAS FROM SITE ENTRANCES. INSTALLATION: GRAB BARS SHALL BE INSTALLED IN ANY MANNER THAT PROVIDES A GRIPPING SURFACE AT THE LOCATIONS co REACH DEPTH EXCEEDS 20 INCHES, THE HIGH FORWARD REACH SHALL BE 44 INCHES MAX. AND THE REACH DEPTH SHALL BE 25 SPECIFIED IN THIS STANDARD AND THAT DOES NOT OBSTRUCT THE CLEAR FLOOR SPACE. STRUCTURAL STRENGTH: ALLOWABLE co - a INCHES MAX. STAIRWAYS (ICC/ANSI SEC. 504): STRESSES IN BENDING, SHEAR, AND TENSION SHALL NOT BE EXCEEDED FOR MATERIALS USED WHERE A VERTICAL OR HORIZONTAL OBSTRUCTED HIGH SIDE REACH, WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN OBJECT AND TREADS AND RISERS: ALL STEPS ON A FLIGHT OF STAIRS SHALL HAVE UNIFORM RISER HEIGHTS AND UNIFORM TREAD DEPTH. FORCE OF 250 POUNDS IS APPLIED AT ANY POINT ON THE GRAB BAR, FASTENER MOUNTING DEVICE OR SUPPORTING STRUCTURE. THE HIGH SIDE REACH IS OVER AN OBSTRUCTION, THE HEIGHT OF THE OBSTRUCTION SHALL BE 34 INCHES MAX., AND THE DEPTH OF RISERS SHALL BE 4 INCHES HIGH MIN. AND 7 INCHES MAX. TREADS SHALL BE 11 INCHES DEEP MIN., MEASURED FROM RISER TO THE OBSTRUCTION SHALL BE 24 INCHES MAX. THE HIGH SIDE REACH SHALL BE 48 INCHES MAX. FORA REACH DEPTH OF 10 INCHES RISER. OPEN RISERS SHALL NOT BE PERMITTED. STAIR TREAD SURFACE SHALL COMPLY WITH ICC/ANSI SECTION 302. SIGNAGE ALL SIGNAGE TO COMPLY WITH ICC/ANSI CHAP. 7): 4' C" MAX. WHERE THE REACH DEPTH EXCEEDS 10 INCHES, THE HIGH SIDE REACH SHALL BE 46 INCHES MAX. FOR A REACH DEPTH OF 24 NOSINGS: THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE 1/2 INCH MAX. NOSINGS THAT PROJECT ACCESSIBLE ENTRANCES: - r ANCES: ACCESSIBLE BUILDING ENTRANCES SHALL BE IDENTIFIED WITH STANDARD SIGNS AND DIRECTIONAL SIGNS / ,10" 2'-6" r INCHES MAX. BEYOND RISERS SHALL HAVE THE UNDERSIDE OF THE LEADING EDGE CURVED OR BEVELED. RISERS SHALL BE PERMITTED TO SLOPE THAT COMPLY WITH ICC/ANSI SECTION 703 AND ARE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. THE ' StorcueSt. UNDER THE TREAD AT AN ANGLE OF 30 DEGREES MAX. FROM VERTICAL. THE PERMITTED PROJECTION OF THE NOSING SHALL BE INTERNATIONAL SYMBOL OF ACCESSIBILITY IS REQUIRED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE. THE SYMBOL IS TO BE A �, SELF STORAGE OPERABLE PARTS (ICC/ANSI SEC. 309): 1-1/2 INCHES MAX. BEYOND THE TREAD BELOW. WHITE FIGURE ON BLUE BACKGROUND (COLOR NO. 15090) IN FEDERAL STANDARD 595A. HEIGHT: OPERABLE PARTS SHALL BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES. EXCEPT WHERE THE USE OF SPECIAL OUTDOOR CONDITIONS: OUTDOOR STAIRS AND OUTDOOR APPROACHES TO STAIRS SHALL BE DESIGNED SO THAT WATER WILL NOT EXCEPTION: A SPECIAL SIGN OR IDENTIFICATION WHICH COMPLEMENTS DECOR DR A UNIQUE DESIGN MAY BE APPROVED WHEN IT IS ` ,\ , v` EQUIPMENT DICTATES OTHERWISE, OR WHERE ELECTRICAL AND COMMUNICATIONS SYSTEMS RECEPTACLES ARE NOT NORMALLY ACCUMULATE ON WALKING SURFACES. DETERMINED BY AN ENFORCING AGENCY THAT SUCH SIGNS AND IDENTIFICATION PROVIDE ADEQUATE DIRECTION. -.c W INTENDED FOR USE BY BUILDING OCCUPANTS. CHARACTERS: LETTERS AND NUMBERS ON SIGNS ARE TO HAVE A WIDTH TO HEIGHT RATIO OF BETWEEN 3:5 AND 1:1, AND A OPERATION: OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR HANDRAILS (ICC/ANSI SEC. 505): STROKE WIDTH TO HEIGHT RATIO BETWEEN 1:5 AND 1:10. WHEN RAISED OR RECESSED CHARACTERS OR SYMBOLS ARE USED, THEY Q II 0 j TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAX. LOCATION: HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF STAIRS AND RAMPS. IN ASSEMBLY SEATING AREAS, HANDRAILS ARE TO BE RAISED OR RECESSED A MIN. 1/32 INCH AND ARE TO BE SANS SERIF TYPE FONT. RAISED CHARACTERS ARE TO BE AT � W SHALL NOT BE REQUIRED ON BOTH SIDES ALONG AISLE STAIRS, PROVIDED WITH A HANDRAIL EITHER AT THE SIDE OR WITHIN THE LEAST 5/8 INCH HIGH AND RECESSED CHARACTERS AND SYMBOLS ARE TO HAVE A 1/4 INCH MIN. STROKE WIDTH. r �� `� a 0 ACCESSIBLE ROUTES (ICC/ANSI SEC. 402 : AISLE. HANDRAILS SHALL NOT BE REQUIRED ON THE SIDES OF RAMPED AISLES SERVING SEATS. BRAILLE: CONTRACTED GRADE 2 BRAILLE SHALL COMPLY WITH SECTION 703.4, AND IS TO BE USED WHEREVER BRAILLE IS -�� / ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING COMPONENTS: WALKING SURFACES WITH A SLOPE NOT CONTINUITY: HANDRAILS SHALL BE CONTINUOUS WITHIN THE FULL LENGTH OF EACH STAIR FLIGHT OR RAMP RUN. INSIDE HANDRAILS REQUIRED. m �� ><I1 LL STEEPER THAN 1:20, DOORS AND DOORWAYS, RAMPS, CURB RAMPS, ELEVATORS, AND WHEELCHAIR (PLATFORM) LIFTS. ALL ON SWITCHBACK OR DOGLEG STAIRS OR RAMPS SHALL BE CONTINUOUS BETWEEN FLIGHTS OR RUNS. I \; ;r, , 1 I COMPONENTS OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH THE APPLICABLE PORTIONS OF THIS STANDARD. HEIGHT: TOP OF GRIPPING SURFACES OF HANDRAILS SHALL BE 34 INCHES MIN. AND 38 INCHES MAX. VERTICALLY ABOVE STAIR WHEELCHAIR ACCESSIBLE PUBLIC TELEPHONES (ICC/ANSI SEC. 704): �_,` 0 Li- NOSINGS, RAMP SURFACES, AND WALKING SURFACES. HANDRAILS SHALL BE AT A CONSISTENT HEIGHT ABOVE STAIR NOSINGS AND j � %%/ / 2'-0" MAX. DEPTH RAMP SURFACES. CLEAR FLOOR OR GROUND SPACE: A 3O" X 48" CLEAR FLOOR OR GROUND SPACE SHALL BE PROVIDED, THE CLEAR FLOOR OR FOR MIN. CLEARANCE r , , WALKING SURFACES (ICC/ANSI SEC. 403): GROUND SPACE SHALL NOT BE RESTRICTED BY BASES, ENCLOSURES, OR FIXED SEATS. WHERE A PARALLEL APPROACH IS PROVIDED, 2'-8" MIN r� W CLEARANCE: CLEAR SPACE BETWEEN HANDRAIL AND WALL SHALL BE 1-1 2 INCHES MIN. V J SLOPE: THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20. THE CROSS SLOPE OFA WALKING THE DISTANCE FROM THE EDGE OF THE TELEPHONE ENCLOSURE TO THE FACE OF THE TELEPHONE UNIT SHALL BE 10 INCHES MAX. �` V J GRIPPING SURFACE: GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT INTERRUPTION BY NEWEL POSTS, OTHER CONSTRUCTION I r I� SURFACE SHALL NOT BE STEEPER THAN 1:48. WHERE A FORWARD APPROACH IS PROVIDED, THE DISTANCE FROM THE FRONT EDGE OF A COUNTER WITHIN THE ENCLOSURE TO THE v ELEMENTS, OR OBSTRUCTIONS. HANDRAIL BRACKETS OR BALUSTERS ATTACHED TO THE BOTTOM SURFACE OF THE HANDRAIL ARE CLEAR WIDTH: CLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH ICC/ANSI 403.5 CLEAR WIDTH AT TURN: WHERE AN FACE OF THE TELEPHONE UNIT SHALL BE 20 INCHES MAX. � � )1. � 1 ' / ' t ALLOWED IF NOT MORE THAN 20 PERCENT OF THE HANDRAIL LENGTH IS OBSTRUCTED. SEE SECTION 505.6 FOR ADDITIONAL �r-�� fE7 f -L IL ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN OBJECT WHICH IS LESS THAN 48 INCHES WIDE, CLEAR WIDTHS SHALL OPERABLE PARTS: THE HIGHEST OPERABLE PART OF THE TELEPHONE SHALL BE WITHIN THE REACH RANGES SPECIFIED IN SECTION HORIZONTAL PROJECTION EXCEPTIONS. HANDRAILS, AND ANY WALL OR OTHER SURFACES ADJACENT TO THEM, SHALL BE FREE OF 4 l BE 42 INCHES MIN. APPROACHING THE TURN, 48 INCHES MIN. DURING THE TURN, AND 42 INCHES MIN. LEAVING THE TURN. 309. TELEPHONES SHALL HAVE PUSH BUTTON CONTROLS WHERE SERVICE FOR SUCH EQUIPMENT IS AVAILABLE. , 1 , r ANY SHARP OR ABRASIVE ELEMENTS. HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS AND THEY SHALL HAVE A CIRCULAR J' �„ 1 r n/ PASSING SPACE: AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60 INCHES SHALL PROVIDE PASSING SPACES AT TELEPHONE DIRECTORIES: WHERE PROVIDED, TELEPHONE DIRECTORIES SHALL COMPLY WITH ICC/ANSI SECTION 309. V , r LL INTERVALS OF 200 FEET MAX. THESE PASSING SPACES SHALL BE EITHER A 60 INCH BY 60 INCH MIN. SPACE, OR AN INTERSECTION CROSS SECTION WITH AN OUTSIDE DIAMETER OF 1-1/4 INCH MIN. AND 2 INCHES MAX, �JJL , / W CORD LENGTH: WHEELCHAIR ACCESSIBLE TELEPHONES SHALL BE EQUIPPED WITH A HANDSET CORD LENGTH OF 29 INCHES MIN. NON-CIRCULAR CROSS SECTIONS: HANDRAILS WITH OTHER SHAPES SHALL BE PERMITTED PROVIDED THEY HAVE A PERIMETER r r O OF TWO WALKING SURFACES WHICH PROVIDE A T-SHAPED TURNING SPACE COMPLYING WITH ICC/ANSI SECTION 304. VOLUME-CONTROL TELEPHONES: TELEPHONES WITH VOLUME CONTROL SHALL BE EQUIPPED WITH A RECEIVER VOLUME CONTROL WITH �� \� i \ � t/� DIMENSIONAOF 4 INCHES MIN. AND 6-1/4 INCHES MAX. AND PROVIDED THEIR LARGEST CROSS-SECTION DIMENSION IS 2-1/4 INCHES A RANGE THAT PROVIDES 12 D8 OF GAIN MIN. AND 20 DB OF GAIN MAX. AN AUTOMATIC RESET SHALL BE PROVIDED. TELEPHONES !I, �I CO J MANUAL DOORS AND DOORWAYS (ICC/ANCI SEC. 404): SHALL BE HEARING AID COMPATIBLE. 4'-0" TOP EXTENSION AT STAIRS: AT THE TOP OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING FOR TTY: WHERE USED WITH A PAY TELEPHONE, TEXT TELEPHONES SHALL BE PERMANENTLY AFFIXED WITHIN, OR ADJACENT TO, THE / r CLEAR WIDTH: DOORWAYS SHALL HAVE A CLEAR OPENING of 32 INCHES MIN, CLEAR OPENING OF DOORWAYS WITH SWINGING DOORS 12 INCHES MIN. BEGINNING DIRECTLY ABOVE THE FIRST RISER NOSING. SUCH EXTENSION SHALL RETURN TOA WALL, GUARD, OR THE -y TELEPHONE ENCLOSURE. IF AN ACOUSTIC COUPLER IS USED, THE TELEPHONE CORD SHALL BE SUFFICIENTLY LONG TO ALLOW SHALL BE MEASURED BETWEEN THE FACE OF DOOR AND STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS MORE THAN 24 WALKING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. r�Immwm CO } INCHES DEEP SHALL PROVIDE A CLEAR OPENING OF 36 INCHES MIN. THERE SHALL BE NO PROJECTIONS INTO THE CLEAR OPENING BOTTOM EXTENSION AT STAIRS: AT THE BOTTOM OF A STAIR (LIGHT, HANDRAILS SHALL EXTEND AT THE SLOPE OF THE STAIR CONNECTION OF THE TTY AND THE TELEPHONE RECEIVER. WHERE PAY TELEPHONES DESIGNED TO ACCOMMODATE A PORTABLE TTY V J Q 3'-D" MIN. WIDTH LOWER THAN 34 INCHES ABOVE THE FLOOR OR GROUND. PROJECTIONS INTO THE MIN. CLEAR OPENING WIDTH MORE THAN 34 ARE PROVIDED, THEY SHALL BE EQUIPPED WITH A SHELF AND AN ELECTRICAL OUTLET WITHIN OR ADJACENT TO THE TELEPHONE INCHES AND UP TO 80 INCHES ABOVE THE FLOOR OR GROUND ARE PERMITTED BUT SHALL NOT EXCEED 4 INCHES. FLIGHT FOR A HORIZONTAL DISTANCE EQUAL TO ONE TREAD DEPTH BEYOND THE LAST RISER NOSING. IF PROVIDED AT THE BOTTOM ENCLOSURE. THE TELEPHONE HANDSET SHALL BE CAPABLE OF BEING PLACED FLUSH ON THE SURFACE OF THE SHELF. THE SHELF 10" 2'4"2 6 S LL co = N OFA STAIR FLIGHT, A HORIZONTAL EXTENSION OFA HANDRAIL SHALL BE 12 INCHES LONG MIN. ANDA HEIGHT EQUAL TO THAT OF SHALL BE CAPABLE OF ACCOMMODATING A TTY AND SHALL HAVE A 6 INCHES HIGH MIN. VERTICAL CLEARANCE ABOVE THE AREA W 2 N MANEUVERING CLEARANCES: REQUIRED DOOR MANEUVERING CLEARANCES SHALL NOT INCLUDE KNEE AND TOE CLEARANCE. THE SLOPING PORTION OF THE HANDRAIL AS MEASURED ABOVE THE STAIR NOSINGS. SUCH EXTENSION SHALL RETURN TO A WALL, RECESSED DOORS: WHERE THE PLANE OF THE DOORWAY IS RECESSED MORE THAN 8 INCHES FROM THE PLANE OF THE WALL. GUARD, OR THE WALKING SURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. WHERE THE TTY IS PLACED. _ CLEARANCES FOR FRONT APPROACH SHALL BE PROVIDED. 0 LLI _U Z TWO DOORS IN SERIES: DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES SHALL BE 48 INCHES MIN. PLUS THE WIDTH DRINKING FOUNTAINS (ICC/ANSI SEC. 602): VJ LL O OF ANY DOOR SWINGING INTO THE SPACE. THE SPACE BETWEEN THE DOORS SHALL PROVIDE A TURNING SPACE COMPLYING WITH �'�/ U SECTION 304. CLEAR FLOOR OR GROUND SPACE: A 30" X 48" CLEAR FLOOR OR GROUND SPACE SHALL BE PROVIDED, WHERE A FORWARD REACH RANGES L•i� IZ IY DOOR HARDWARE: HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE APPROACH IS PROVIDED, THE CLEAR FLOOR OR GROUND SPACE SHALL BE CENTERED ON THE UNIT AND SHALL INCLUDE KNEE AND O THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO TOE CLEARANCE. WHERE A PARALLEL APPROACH ES PROVIDED, THE CLEAR FLOOR OR GROUND SPACE SHALL BE CENTERED ON THE 8 i-- 0 › OPERATE. SUCH HARDWARE SHALL BE 34 INCHES MIN. AND 48 INCHES MAX, ABOVE THE FLOOR OR GROUND, WHERE SLIDING DOORS UNIT. SCALE: 3/8" = 1'-0" ICC/ANSI SEC. 308 0 � ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. SPOUT HEIGHT AND LOCATION: SPOUT OUTLETS FOR WHEELCHAIR ACCESSIBILITY SHALL BE 36 INCHES MAX. ABOVE THE FLOOR OR W . Q DOOR CLOSERS: DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO GROUND. SPOUT OUTLETS FOR STANDING PERSONS SHALL BE 38 INCHES MIN. AND 43 INCHES MAX. ABOVE FLOOR OR GROUND. co 0 MOVE THE DOOR TO AN OPEN POSITION OF 12 DEGREES SHALL BE 5 SECONDS MIN. UNITS WITH A PARALLEL APPROACH SHALL HAVE THE SPOUT 3-1/2 INCHES MAX. FROM THE FRONT EDGE OF THE UNIT, INCLUDING SPRING HINGES: DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70 DEGREES, THE DOOR SHALL BUMPERS. UNITS WITH A FORWARD APPROACH SHALL HAVE THE SPOUT 15 INCHES MIN. FROM THE VERTICAL SUPPORT AND 5 MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MIN., INCHES MAX. FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS. OPERABLE PARTS SHALL COMPLY WITH ICC/ANSI SECTION DOOR-OPENING FORCE: FIRE DOORS SHALL HAVE THE MIN. OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE 309 AND PROTRUDING UNITS SHALL COMPLY WITH ICC/ANSI SECTION 307. REVISIONS AUTHORITY, THE MAX. FORCE FOR PUSHING OPEN OR PULLING OPEN DOORS OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS: TOILET AND BATHING ROOMS (ICC/ANSI SEC. 603 AND 604): NO. DATE BY INTERIOR HINGED DOOR: 5.0 POUNDS WHEELCHAIR TURNING SPACE: A CIRCULAR 60" DIAMETER WHEELCHAIR TURNING SPACE OR A "T" SHAPED TURNING SPACE 0 SLIDING OR FOLDING DOOR: 5.0 POUNDS COMPLYING WITH ICC/ANSI SECTION 304 SHALL BE PROVIDED. 4" MAX. THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOORS: DOORS SHALL NOT SWING INTO THE CLEAR FLOOR OR GROUND SPACE OR CLEARANCE FOR ANY FIXTURE EXCEPT WHERE THE CLR WIDTH ANY DISTANCE DOOR IN A CLOSED POSITION. ROOM IS FOR INDIVIDUAL USE AND A 30" X 48" CLEAR FLOOR OR GROUND SPACE IS PROVIDED WITHIN THE ROOM BEYOND TETE ARC ,•,i/ % d' OF THE DOOR SWING. A DOOR SURFACE: DOOR SURFACES WITHIN 10 INCHES OF THE FLOOR OR GROUND MEASURED VERTICALLY SHALL BE A SMOOTH LOCATION: NE WATER CLOSET SHALL BE POSITIONED WIN A WALL OR PARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN SUCH OF THE WATER CLOSET SHALL BE 16 INCHES MIN. TO 18 INCHES MAX. FROM THE SIDE WALL OR PARTITION. SURFACE SHALL BE WITHIN 1/16 INCH OF THE SAME PLANE AS THE OTHER. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE WATER CLOSET CLEAR SPACE: CLEARANCE AROUND THE WATER CLOSET SHALL BE 60 INCHES MIN. MEASURED PERPENDICULAR Lobby CAPPED. EXCEPT FOR SLIDING DOORS, TEMPERED GLASS DOORS WITHOUT STILES AND HAVING A BOTTOM RAIL OR SHOE WITH THE FROM THE SIDE WALL, AND 56 INCHES MIN. MEASURED PERPENDICULAR FROM THE REAR WALL. NO OTHER FIXTURES OR f--- TOP LEADING EDGE TAPERED AT NO LESS THAN 60 DEGREES FROM THE HORIZONTAL SHALL NOT BE REQUIRED TO MEET THE 10 OBSTRUCTIONS SHALL BE WITHIN THE WATER CLOSET CLEARANCE. \ _ ISSUE DATES INCH BOTTOM RAIL HEIGHT REQUIREMENT, AND DOORS WHICH DO NOT EXTEND TO WITHIN 10 INCHES OF THE FLOOR OR GROUND. OVERLAP: THE CLEARANCE AROUND THE WATER CLOSET SHALL BE PERMITTED TO OVERLAP THE WATER CLOSET, ASSOCIATED GRAB BARS, TISSUE DISPENSERS, ACCESSIBLE ROUTES AND CLEAR FLOOR OR GROUND SPACE OR CLEARANCES AT OTHER FIXTURES AND LAND USE APPROVAL:2016-04-29 VISION LITES: DOORS AND SIDELITES ADJACENT TO DOORS CONTAINING ONE OR MORE GLAZING PANELS THAT PERMIT VIEWING THROUGH THE PANELS SHALL HAVE THE BOTTOM OF AT LEAST ONE PANEL 43 INCHES MAX. ABOVE THE FLOOR OR GROUND. THE WHEELCHAIR TURNING SPACE. WATER CLOSET HEIGHT AND CONTROLS: THE TOP OF WATER CLOSET SEATS SHALL BE 17 INCHES MIN. AND 19 INCHES MAX. ABOVE 1 1 16-41 PERMIT SUBMITTAL: 2016-08-30 THE FLOOR OR GROUND. SEATS SHALL NOT RETURN AUTOMATICALLY TO A LIFTED POSITION. FLUSH CONTROLS SHALL BE HAND PERMIT RECEIVED: RAMPS (ICC/ANSI SEC. 405 OPERATED OR AUTOMATIC. HAND-OPERATED FLUSH CONTROLS SHALL COMPLY WITH TCC/ANSI SECTION 309. ^ BID DOCS: WALKING SURFACES ON ACCESSIBLE ROU WITH A RUNNING SLOPE STEEPER THAN 1:20 ARE RAMPS. GRAB BARS: GRAB BARS SHALL BE PROVIDED ON THE REAR WALL AND ON THE SIDE WALL CLOSEST TO THE WATER CLOSET. SIDE z SLOPE: RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12. CROSS SLOPE OF RAMP RUNS SHALL NOT BE WALL GRAB BAR SHALL BE 42 INCHES LONG MIN., 12 INCHES MAX. FROM THE REAR WALL AND EXTENDING 54 INCHES MIN. FROM m CONSTR. DOCS: STEEPER THAN 1:48. THE REAR WALL. IN ADDITION, A VERTICAL GRAB BAR 18 INCHES MIN. IN LENGTH SHALL BE MOUNTED WITH THE BOTTOM OF THE °� illikt gilt CLEAR WIDTH: THE CLEAR WIDTH OF A RAMP RUN SHALL BE 36 INCHES MIN.. HANDRAILS AND HANDRAIL SUPPORTS THAT ARE BAR LOCATED BETWEEN 39 INCHES AND 41 INCHES ABOVE THE FLOOR WITH THE CENTER LINE OF THE BAR LOCATED BETWEEN 39 n . 1 r 0 PROVIDED ON THE RAMP RUN SHALL NOT PROJECT INTO THE REQUIRED CLEAR WIDTH OF THE RAMP RUN. THE RISE FOR ANY RAMP INCHES AND 41 INCHES FROM THE REAR WALL. THE REAR WALL GRAB BAR SHALL BE 36 INCHES LONG MIN. AND EXTEND FROM THE - \ 24"x36"SCALE: AS NOTED RUN SHALL BE 30 INCHES MAX. OUTDOOR RAMPS AND APPROACHES TO RAMPS SHALL BE DESIGNED SO THAT WATER WILL NOT CENTER LINE OF THE WATER CLOSET A MIN, OF 12 INCHES ON THE SIDE CLOSEST TO THE WALL AND 24 INCHES MIN. ON THE t. ACCUMULATE ON WITHIN THE ROOM. WALKING SURFACES. PLOT DATE: 2016-08-29 j co WliI\ LANDINGS: RAMPS SHALL HAVE LANDINGS AT BOTTOM AND TOP OF EACH RUN. LANDINGS SHALL HAVE A SLOPE NOT STEEPER TRANSFER SIDE. °, THAN 1:48 AND THE CLEAR WIDTH OF LANDINGS SHALL BE AT LEAST AS WIDE AS THE WIDEST RAMP RUN LEADING TO THE LANDING. DISPENSERS: DISPENSERS SHALL COMPLY WITH SECTION 309.4 AND 609.3. WHERE THE DISPENSER IS LOCATED ABOVE THE GRAB o o CAD FILE: 15-133 A03 LANDING LENGTH SHALL BE 60 INCHES MIN. CLEAR. RAMPS THAT CHANGE DIRECTION AT LANDINGS SHALL HAVE A 60 INCH MIN. BY BAR, THE OUTLET OF THE DISPENSER SHALL BE LOCATED WITHIN AN AREA 24 INCHES MIN. AND 36 INCHES MAX. FROM THE REAR 1\ 60 INCH MIN. LANDING. WALL. WHERE A DISPENSER IS LOCATED BELOW THE GRAB BAR, THE OUTLET OF A DISPENSER SHALL BE LOCATED WITHIN AN AREA ,� ,, ,.. JOB NUMBER: 15-133 DOORWAYS; WHERE DOORWAYS ARE ADJACENT TO A RAMP LANDING, MANEUVERING CLEARANCES REQUIRED BY ICC/ANSI SECTIONS N INCHES MIN. ANDA42 INCHESH MAX. FROM THE REAR WALL. THE OUTLET OF THE DISPENSER SHALL BE LOCATED 18 INCHES MIN. j � j � 404.2.3 AND 404,3.2 SHALL BE PERMITIT=D TO OVERLAP THE LANDING AREA. WHERE A DOOR THAT IS SUBJECT TO LOCKING IS AND 48 INCHES MAX. ABOVE THE FLOOR. DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROL DELIVERY, OR THAT DO NOT ALLOW CHECKED: PAMC LOCATED ADJACENT TO A RAMP LANDING, THE LANDING SHALL BE SIZED TO PROVIDE A TURNING SPACE COMPLYING WITH SECTION CONTINUOUS PAPER FLOW. MIRRORS: MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES MAX. ABOVE THE FLOOR DRAWN: 304.3. OR GROUND. STATUS: ISSUE FOR PERMIT HANDRAILS: RAMPS WITH A RISE GREATER THAN 6 INCHES SHALL HAVE HANDRAILS COMPLYING WITH ICC/ANSI SECTION 505. COAT HOOKS AND SHELVES: COAT HOOKS PROVIDED WITHIN TOILET ROOMS SHALL ACCOMMODATE A FORWARD REACH OR SIDE REACH HANDRAILS SHALL NOT REDUCE THE REQUIRED CLEARANCES OF A RAMP RUN OR LANDING. EDGE PROTECTION SHALL BE PROVIDED COMPLYING WITH ICC/ANSI SECTION 308. WHERE PROVIDED, A FOLD-DOWN SHELF SHALL BE 40 INCHES MIN. AND 48 INCHES MAX. ON EACH SIDE OF RAMP RUNS AND AT EACH SIDE OF RAMP LANDINGS. THE FLOOR OR GROUND SURFACE OF THE RAMP RUN OR ABOVE THE FLOOR OR GROUND. LANDING SHALL EXTEND 12 INCHES MIN. BEYOND THE INSIDE FACE OF A RAILING COMPLYING WITH ICC/ANSI SECTION 505. ICC CODE NOTES-2009 GE TAILS / & DETAILS CURB OR BARRIER: A CURB OR BARRIER SHALL BE PROVIDED THAT PREVENTS THE PASSAGE OF A 4-INCH DIAMETER SPHERE URINALS (ICC/ANSI SEC. 605): BELOW A HEIGHT OF 4 INCHES. HEIGHT AND CONTROLS: URINALS SHALL BE OF THE STALL TYPE OR SHALL BE OF THE WALL-HUNG TYPE WITH THE RIM AT 17 PROTRUDING OBJECTS INCHES MAX. ABOVE THE FLOOR OR GROUND. WALL HUNG URINALS SHALL BE 13-1/2 INCHES MIN. IN DEPTH MEASURED FROM THE CURB RAMPS (ICC/ANSI SEC. 406 : AO . 30 OUTER FACE OF THE URINAL RIM TO THE WALL. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. CURB RAMPS SHALL BE 36 INCHES WIDE MIN., EXCLUSIVE OF FLARED SIDES. CURB RAMPS AND THEIR SIDE FLARES SHALL NOT CLEAR FLOOR OR GROUND SPACE: A 30" X 48" CLEAR FLOOR OR GROUND SPACE POSIT ONED FOR FORWARD APPROACH SHALL BE SCALE: 3/8" = 1 -0" ICC/ANSI SEC. 304, 305 & 306 (SP ARc ed: Ade,44� 3 I.C.C. 404 DOORS AND DOORWAYS: FRONT APPROACH - PUSH AND PULL SIDES LATCH APPROACH - PUSH SIDE HINGE APPROACH - PULL SIDE LATCH APPROACH - PULL SIDE HINGE APPROACH - PUSH SIDE •' • Redmond, WA ,$- 404.1 GENERAL DOORS AND DOORWAYS THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH SECTION 404. '_— � 4894 APPROACH CLEAR )C5 404.2 MANUAL DOORS. MANUAL DOORS AND DOORWAYS AND MANUAL GATES, INCLUDING TICKET GATES, SHALL COMPLY WITH THE REQUIREMENTS OF CLEAR OF 0 SECTION 404.2 SPACEFLOOR CLEAR FLOOR CLEAR SPACE • FLOOR N1/4-- CLEAR 404.2.1 DOUBLE-LEAF DOORS AND GATES. AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWAYS WITH TWO LEAVES SHALL COMPLY WITH SECTIONS = FLOOR SPACE FLOOR 404.2.2 AND 404.2.3 SPACE SPACE ca C o� p i.0 y 0 O C o u 41 , v APPROACH APPROACH /J1-J .=-= 0i C 5,E m a..c. v 404.2.2 CLEAR WIDTH, DOORWAYS SHALL HAVE A CLEAR OPENING WIDTH OF 32 INCHES MIN. CLEAR OPENING WIDTH OF DOORWAYS WITH SWINGING APPROACH I ' < APPROACH a • .- a E o ,• _ n DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS, DOORS AND DOORWAYS I'-6" \� g p V N i.p ° �..- 2'-O" 3'-6" 2' 0" X 22" MIN. w- L_ 0 T z WITHOUT DOORS MORE THAN 24 INCHES IN DEPTH SHALL PROVIDE A CLEAR OPENING WIDTH OF 36 INCHES MIN. THERE SHALL BE NO PROJECTIONS f- / / /r / / % T / 0 ° E 5 o ° °° E ` ' a�'nac'' INTO THE CLEAR OPENING WIDTH LOWER THAN 34 INCHES ABOVE THE FLOOR. PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34 INCHES AND MIN' 1 ° ` _ a:"- a N ° ° ° C °'�nai, 3mil a.CcCSD 1NCHES ABOVE THE FLOOR SHALL NOT EXCEED 4 INCHES. /�I f ��4 % ��r ��dz ,��/ _s� �— _ } ��//4I• , f/ Ir �% x a n 71- a EXCEPTIONS. CLEAR ,,--5 .-,.,,' i 151-5 d 1. DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78 INCHES MIN. ABOVE THE FLOOR FLS x C o o+ N o° E -a .0 N SPACE 1--,-L 0 ° m N ° 5E v � �.cc3� ay� ca L ° ° C ° N y ° U 2. IN ALTERATIONS, A PROJECTION OF 5/8 INCH MAX. INTO THE REQUIRED CLEAR OPENING WIDTH SHALL BE PERMITTED FOR THE LATCH SIDE `a v 0 o - ° ` STOP. CLEAR N ch- E0X�5. m °�, o FLOORL. ,_ 0 y 404.2.3.1 FLOOR SURFACE. FLOOR SURFACE WITHIN THE MANEUVERING CLEARANCES SHALL HAVE A SLOPE NOT STEEPER THAN 1s48 AND SHALL SPACE / 5-0" co 0 c 01 r y y. .N ° o,--y E ° v.2 ° r W Q, y- C C C y °S O W 2 C N COMPLY WITH SECTION 302 APPROACH •� a ° 000� -Ao ° Loa NOTE: Y= 3'4 MIN.; Y=4'-0' MIN. IF DOOR • �y" t ° =-5 "'E r 404.2.4 THRESHOLDS AT DOORWAYS: IF PROVIDED. THRESHOLD AT DOORWAYS SHALL BE 1/2 INCH MAX. IN HEIGHT. RAISED THRESHOLDS AND CHANGES � Q HAS A CLOSER; v <<< Z ° a € a a 8 0 IN LEVEL AT DOORWAYS SHALL COMPLY WITH SECTIONS 302 AND 303. NOTE: X = 1'-O" (MIN.) IF DOOR HAS BDTH A NOTE: Y= 3'-6' MIN.; Y=4'-O" MIN. IF DOOR APPROACH "' NOTE: Y= 4'-0' MIN.; Y=4'-6' MIN. IF DOOR HAS X = 12' MIN. IF BOTH CLOSER AND LATCH ARE • CLOSER AND A LATCH HAS A CLOSER A CLOSER PROVIDED 3"-0" c t Fi g cci g --c' E, up CZ . 00 .s L'w (1 :ral :,1 El _ O co ° MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS WI t zS a E � � M 0 Fg- SCALE: 318" = 1'-0" ICCIANSI SEC. 404 < '0 w 00 MI Lo N p, M .- 60" CLEAR 60" CLEAR MIN. / / 60" CLEAR MIN. v 60" CLEAR MIN. / M co MAT EDGING TRANSITION •v 1 5/$' ' y INSULATE HOT WATER PIPES AND (MANNINGTON 425) _ 1400iii iismim r I DRAIN TO PREVENT CONTACT .f UNE OF REQUIRED `J CLEARANCE / / / / , /, /, // 1, r---- (-----A g � for nest ./ / / / / MIRROR 1'-5TO 1'-7" EQUIPMENT PERMITTED lip '1 CONCRETE TO WALKOFF MAT •r IN SHADED AREA ■ SELF STORAGE it- / LLI . 1 .2" T' TRANSITION (MANNINGT.,. ♦ - 4164.''' -----'‘ 360) I \ , \ \ 0 .1 irall\ Z - = /, _pc. : Cur, j--- \ \I"\ C N, _I -,, -, Q 0 98D�SS METAL TRACK (MANNINGTON / / / / / / / / . \ \ \(6--- c. \\ \ / 7 / / // / J �. `. ♦ ♦ titir'"iic; 1 / `. , \ L.L.. Q , vCONCRETE TO RUBBER MAT „:„.....7Ou_ 4` \ \ o `-r 1\ d', // , { r r / • _ \ KNEE CLEARANCE 8" MIN. 6" MAX. TOE CLEARANCE i /' " 11— RUBBER RAMP TRANSITION (MANNINGTON \ �r KNEE CLEARANCE 8' MIN. fi' MAX. TDE CLEARANCE �n W 1'-5" MIN. DEPTH v, ►to} \ ; \ \ 2'-0" MAX0 . I-1- <~ \\ el1' 5" MIN.rii_ 1' S" TO 1' 7° METAL STRIP CONCRETE TO RUBBER FLOOR \� TRANSITION \\\\\\\\\\\\\\ \ \ I I JCLEAR • 21/2" •I• \ \ \ CLEAR I FLOOR • O FLOOR SPACE N x `� P�� \\\\\\\\ SPACE O e \ / / / / / / / / / / / / / / / /t/ / / / / / / / / / / VJ I Q CONCRETE TO TILE i Lii 11- ' co / ` - J (3N `SUPER IMPERIAL REDUCER' TRANSITION 4'-0" MIN. 1'-7" MAX. D = rn (MANNINGTON 705) 1 15/16, / 'f 4'-0" MIN. 0 UZ / LL O J SERIES LAVATORY CLEARANCES DRINKING FOUNTAIN 0 a O CLEARANCE AT TWO DOORS INS C S D N I NG OU N N CLEARANCES ir ---•C 11 6g/ / / / / / . r / / / 7 / 7 / 7 �, ❑ SCALE: 3/8" = 1 -0 ICC/ANSI SEC. 404 SCALE. 318 = 11-0" ICC/ANSI SEC. 304 305 & 306 SCALE: 3/8" = 1,-0" ICC/ANSI SEC. 304, 305 & 306 O CONCRETE TO CARPELU c.c VJ , H "UNDERSLUG REDUCER' TRANSITION (MANNINGTON 735) 1 5/8" f ,� REVISIONS • / / / / / / / / / / / / / / / / / / / / / FINISH FLOOR LEVEL NO. DATE B CONCRETE TO COMPOSITE TILE (MCT) THRESHOLD 7— Z\ FLOOR FINISH "SUPER 2" T" TRANSITION (MANNINGTON 935) ., . 2' _ h !?/li,,,iwt,��\\ \A\1 A A / / / / / / / / / / / / / / PINLESS METAL TRACK (MANNINGTON ISSUE DATES 980) j • LAND USE APPROVAL:2016-04-29 CARPET TO RUBBER PERMIT SUBMITTAL: 2016-08-30 2 "TILE CARPET JOINER' TRANSITION X PERMIT RECEIVED: (MANNINGTON 150) y 1' /I Q 1 Q i )r � N - J f = BID Docs: L_ M X ® CONSTR. DOCS: COMPOSITE TILE (MCT) TO CARPET --L._ 24"x36"SCALE: AS NOTED PLOT DATE: 2016-08-29 'CERCO EDGE T" TRANSITION (MANNINGTON 150) 1 1/2' ,r NOTE CAD FILE: 15-133A03 s, INTERIOR AND EXTERIOR THRESHOLDS SHALL BE NO HIGHER THAN 1/2 INCH ABOVE JOB NUMBER: 15-133 .`♦..♦♦.♦ 1 �_ �\ THE ADJACENT FLOOR LEVELS. EACH EXPOSED EDGE OF THRESHOLDS SHALL BE CHECKED: PAMO �� BEVELED OR SLOPED AT AN ANGLE NOT TO EXCEED 45 DEGREES SO THAT NO'-1 DRAWN: / / / / / / /„2. > -i" 't;% / / / / / / / / / / / / / / / VERTICAL CHANGE OF ELEVATION EXCEEDS 1/4 INCH. STATUS: ISSUE FOR PERMIT PINLESS METAL TRACK (MANNINGTON 980) TILE TO RUBBER FLOOR ICC A117.1-2009 GENERAL CODE DETAILS FLOORING TRANSITIONS THRESHOLDS 10 AO . 40 SCALE: 1 -0 1 -0 FOR REFERENCE SCALE: 6" I-0" ICC/ANSI SECTION 302 & 303 1 GENERAL NOTES DEMOLITION , GRADING AND PAVING NOTES4// 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND DISPOSAL OF EXISTING A.C., ABBREVIATIONS 1. THE CONTRACTOR SHALL COORDINATE PROJECT START-UP AND ALL WORK WITH THE OWNER. CURBS, SIDEWALKS AND OTHER SITE ELEMENTS WITHIN THE SITE AREA. ALL LANDSCAPING, CURBS O ' \. ,• o AND SIDEWALKS SHALL BE REPLACED TO THEIR ORIGINAL CONDITION OR BETTER. 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE APPLICABLE REGULATIONS, SPECIFICATIONS, J� 1- AC ASPHALT CONCRETE PC POINT OF CURVATURE CODES AND REQUIREMENTS, OF THE GOVERNING JURISDICTION, UNIFORM PLUMBING CODE, 2. EXCEPT FOR MATERIALS INDICATED TO BE STOCKPILED OR TO REMAIN ON OWNER'S PROPERTY, IL. � o ACP ASBESTOS CEMENT PIPE PCC POINT OF COMPOUND CURVATURE INTERNATIONAL FIRE CODE, AND INTERNATIONAL BUILDING CODE. APPLICABLE CODES SHALL BE AS CLEARED MATERIAL SHALL BECOME THE CONTRACTOR'S PROPERTY, REMOVED FROM THE SITE, AND AB AGGREGATE BASE PI POINT OF INTERSECTION MODIFIED BY THE STATE OF OREGON AS ISSUED BY APPROPRIATE AUTHORITY. DISPOSED OF PROPERLY. BCR BEGIN CURB RETURN R PROPERTY LINE BM BENCH MARK PRC POINT OF REVERSE CURVATURE 3. THE CONTRACTOR SHALL REVIEW THE GEOTECHNICAL REPORT PREPARED BY GEODESIGN, INC 3. CONTRACTOR SHALL REPLACE AND RESTORE AREAS NOT IDENTIFIED FOR CONSTRUCTION TO BVC BEGIN VERTICAL CURVE PT POINT OF TANGENCY DATED MAY 19, 2016 FOR THE SUBSURFACE AND 501E CONDITIONS OF THIS PROJECT. ALL CIP CAST IRON PIPE PVC POLY-VINYL CHLORIDE RECOMMENDATIONS MADE IN THE REPORT SHALL BE CONSIDERED FINAL UNLESS REVISED BY THE THEIR ORIGINAL CONDITION OR BETTER AND TO THE APPROVAL OF THE OWNER'S REPRESENTATIVE. CJ CONTROL JOINT R RADIUS GEOTECHNICAL ENGINEER. 4. CONCRETE SIDEWALKS SHOWN FOR DEMOLITION SHALL BE REMOVED TO THE NEAREST EXISTING CL CLASS RCP REINFORCED CONCRETE PIPE CENTERLINE R/W RIGHT-OF-WAY 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS, FEES, AND PROJECT COSTS TO CONSTRUCTION JOINT. CMP CORRUGATED METAL PIPE S SEWER CONSTRUCT AND INSTALL ALL IMPROVEMENTS DEPICTED ON THESE DRAWINGS. CMU CONCRETE MASONARY UNIT SD STORM DRAIN 5. SAWCUT STRAIGHT MATCHLINES TO CREATE A BUTT JOINT BETWEEN EXISTING PAVEMENT AND CO CLEANOUT SL SEWER LATERAL 5. ALL PUBLIC IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE NEW PAVEMENT. CTV CABLE TELEVISION STA STATION GOVERNING AGENCY'S CONSTRUCTION SPECIFICATIONS AND DETAILS. 6. ACTUAL LINES AND GRADES SHALL OF EXCAVATION SHALL BE STAKED BY QUALIFIED SURVEYOR, DI DROP INLET STD. DTL. STANDARD DETAIL DIP DUCTILE IRON PIPE T TELEPHONE 6. THE CONTRACTOR SHALL PROVIDE ALL WORK ILLUSTRATED ON THE DRAWINGS INCLUDING ALL BASED ON DIMENSIONS AND BEARING AS SHOWN ON THE PLANS. CONTRACTOR SHALL RETAIN A E ELECTRICAL SURVEYOR IN THE STATE OF OREGON. ECR END CURB RETURN TB THRUST BLOCK INCIDENTAL WORK CONSIDERED NECESSARY TO COMPLETE THE PROJECT IN A MANNER ACCEPTABLE EJ EXPANSION JOINT TC TOP OF CURB TO THE OWNER. 7. SLOPE AT HANDICAP SPACES SHALL NOT EXCEED 2 PERCENT IN ALL DIRECTIONS. EL ELEVATION TCN TOP OF CONCRETE TD TOP OF DIKE 7. THE CONTRACTOR SHALL KEEP AN APPROVED SET OF DRAWINGS, WITH ALL APPROVED 8. CONTRACTOR SHALL INSTALL TREE PROTECTION FENCING AS INDICATED ON DRAWINGS. PARKING EVC END VERTICAL CURVE TF TOP OF FOOTING REVISIONS, ON THE PROJECT SITE AT ALL TIMES. ANY CHANGES SHALL BE DESIGNED BY THE OF VEHICLES UNDER TREES SHALL BE PROHIBITED. EX EXISTING FF FINISH FLOOR TG TOP OF GRATE ENGINEER OF RECORD AND SUBMITTED TO THE APPROPRIATE JURISDICTION AND OWNER FOR FG FINISH GRADE TI TRAFFIC INDEX APPROVAL PRIOR TO COMMENCING THE WORK. 9. BRING ALL GRADES TO APPROXIMATE LEVELS INDICATED ON DRAWINGS. FH FIRE HYDRANT TP TL TRAFFIC LIGHT FL FLOWLINE TOP OF PAVEMENT 8. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING UTILITIES ON THIS SITE NOT 0 TYP. TYPICAL FLG FLANGE TW TOP OF WALL INDICATED FOR REMOVAL, ADJUSTMENT, OR MODIFICATION. ANY DAMAGE TO EXISTING UTILITIES, T w G GAS VCP VITRIFIED CLAY PIPE WHETHER SHOWN OR NOT ON THESE DRAWINGS, SHALL BE REPAIRED/REPLACED AT THE C GM GAS METER VPI VERTICAL POINT OF INTERSECTION CONTRACTOR'S EXPENSE. ALL SUCH WORK SHALL BE MADE IN-KIND TO THE SATISFACTION OF THE z c) GB GRADE BREAK W WATER UTILITY OWNER. MATERIAL NOTES Z 6 GSP GALVANIZED STEEL PIPE a w HP HIGH POINT WM WATER METER WV WATER VALVE 9. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES AND AGENCIES IN ~ 0 Q L CURVE LENGTH p DELTA (CURVE CENTRAL ANGLE) ACCORDANCE WITH THE APPLICABLE LOCAL, STATE AND FEDERAL LAWS AND REGULATIONS WITHIN 1. MATERIALS SHALL BE NEW. THE USE OF MANUFACTURERS NAMES, MODELS, AND NUMBERS IS ■w_ 0 a N LF LINEAL FEET INTENDED TO ESTABLISH STYLE, QUALITY, APPEARANCE, AND USEFULNESS. PROPOSED M1 ± APPROXIMATELY THE PROJECT AREA. SUCH NOTIFICATION SHALL BE MADE NO LESS THAN 48 HOURS PRIOR TO SUBSTITUTIONS WILL REQUIRE WRITTEN APPROVAL FROM CITY ENGINEER OR ENGINEER OF RECORD MH MANHOLE % PERCENT COMMENCING PROJECT WORK. 0 ° z MJ MECHANICAL JOINT LESS THAN PRIOR TO INSTALLATION. z w N.I.C. NOT INCLUDED IN CONTRACT > GREATER THAN 10. THE CONTRACTOR SHALL EXPOSE AND VERIFY BOTH HORIZONTAL AND VERTICAL LOCATION OF -INIIIINgp z rr E OCEW ON CENTER EACH WAY EXISTING UTILITIES. THE CONTRACTOR SHALL CONNECT AND/OR MATCH EXISTING UTILITIES AND 2. ALL ON-SITE WATER, STORM AND SANITARY SEWER PIPE MATERIALS AND FITTINGS SHALL Q o / CONFORM TO THE OREGON STATE PLUMBING SPECIALTY CODE, LATEST EDITION. cr w z PROPOSED IMPROVEMENTS IN CONFORMANCE WITH THE INTENT OF THESE PLANS TO PROVIDE w 1 1 COMPLETE AND OPERATIONAL SYSTEMS. 3. ON-SITE WATER MAINS SHALL BE DUCTILE IRON PIPE, CLASS 52, CEMENT LINED CONFORMING Z0 a 0 grro3 11. WHEN REQUIRED BY THESE PLANS, OR WHERE DEEMED NECESSARY BY THE LOCAL JURISDICTION TO AWWA C151 UNLESS NOTED OTHERWISE IN THE PLANS. FITTINGS SHALL BE RESTRAINED WITH d d a AND UTILITY COMPANY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE MECHANICAL JOINTS. RELOCATION, ADJUSTMENT, OR REMOVAL OF EXISTING OVERHEAD OR BURIED UTILITIES. 4. STORM AND SANITARY SEWER PIPE WITH 3-FEET OR MORE OF COVER SHALL BE PVC CONFORMING TO ASTM D3034 SDR 35. STORM AND SANITARY SEWER PIPE WITH LESS THAN LESS P StorQuest. 12. ANY ALTERATION OR VARIANCE FROM THESE PLANS, EXCEPT MINOR FIELD ADJUSTMENTS THAN 3-FEET OF COVER SHALL BE PVC CONFORMING TO AWWA C900 OR AS INDICATED ON THE SELF STORAGE THIS DESIGN COMPLIES WITH ORS 92.044 (7) IN THAT NO UTILITY INFRASTRUCTURE IS NEEDED TO MEET EXISTING FIELD CONDITIONS, SHALL FIRST BE APPROVED BY THE ENGINEER OF DRAWINGS. CONTRACTOR SHALL PROVIDE FITTINGS AND TRANSITION COUPLINGS COMPATIBLE WITH DESIGNED TO BE WITHIN ONE (1) FOOT OF A SURVEY MONUMENT LOCATION SHOWN ON RECORD, OWNER, AND LOCAL JURISDICTION. ALL SUCH CHANGES SHALL BE SO NOTED BY THE NEW AND EXISTING SEWER PIPE AS NECESSARY. A SUBDIVISION OR PARTITION PLAT. NO DESIGN EXCEPTIONS NOR FINAL FIELD LOCATION CONTRACTOR ON THE DRAWINGS FOR FUTURE AS-BUILT RECORD DRAWINGS. CHANGES SHALL BE PERMITTED IF THAT CHANGE WOULD CAUSE ANY UTILITY 5. CATCH BASINS SHALL BE MANUFACTURED BY THE LYNCH CO., INC. OR APPROVED EQUAL. rn J INFRASTRUCTURE TO BE PLACED WITHIN THE PROHIBITED AREA. 13. ANY FIELD OBSERVATION BY THE ENGINEER, ARCHITECT, OWNER'S REPRESENTATIVE OR LOCAL V JURISDICTION SHALL NOT RELIEVE THE CONTRACTOR FROM ANY OBLIGATION TO PERFORM THE WORK IN STRICT COMPLIANCE WITH THE APPLICABLE CODES AND AGENCY REQUIREMENTS. 14. THE CONTRACTOR SHALL INSTALL EROSION CONTROL DEVICES IN ACCORDANCE WITH THE �+ APPROVED PLANS AND IN ACCORDANCE WITH LOCAL JURISDICTION. ALL SUCH MATERIALS SHALL UTILITY NOTES 0 u BE IN PLACE PRIOR TO ANY GRADING OR CLEARING ACTIVITIES ON THE PROJECT SITE. 15. EROSION CONTROL MEASURES ON THESE DRAWINGS ARE THE MINIMUM REQUIREMENTS. THE 1. TRENCH BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE PIPE BEDDING AND BACKFILL H W BENCHMARK CONTRACTOR SHALL PROVIDE ALL MATERIAL, EQUIPMENT, AND LABOR NECESSARY TO INSTALL AND DETAIL AND AS REQUIRED IN THE SOILS REPORT. Cl) tin MAINTAIN SUCH EROSION CONTROL MEASURES. ANY DAMAGE CAUSED BY FAILURE OF THE 2. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLE LIDS, VALVE BOXES, ETC. TO GRADE. BENCHMARK: 5/8" IRON ROD WITH YELLOW PLASTIC CAP, STATION DESIGNATION CONTRACTOR TO IMPLEMENT, MAINTAIN, OR MODIFY SUCH EROSION CONTROL MEASURES, SHALL BELI. ors( CORRECTED AT THE EXPENSE OF THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR GC_022-051. MAINTAINING ALL ROADWAYS KEEPING THEM CLEAN AND FREE OF CONSTRUCTION MATERIALS AND 3. CONTRACTOR SHALL ADJUST ALL EXISTING OR NEW FLEXIBLE UTILITIES (WATER, GAS, TV, J II DEBRIS AND PROVIDING NECESSARY DUST CONTROL WHERE REQUIRED. TELEPHONE, ELEC., ETC.) TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN UTILITIES (STORM W ELEVATION: 180.32 FEET (NGVD 29) DRAIN, SANITARY SEWER, ETC.) IF CONFLICT OCCURS. O 16. ALL OPEN CUTTING OF EXISTING STREETS SHALL BE PATCHED WITH ASPHALT CONCRETE EITHER TEMPORARY COLD MIX OR HOT MIX, AT THE END OF EACH WORK DAY. EXCEPTIONS TO THIS SHALL 4. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES FOR GAS, ELECTRICAL, I- ONLY BE ALLOWED BY THE JURISDICTION, OR BY AGENCY PERMIT. IF ALLOWED BY THE POWER AND TELEPHONE SERVICE. JURISDICTION, THE CONTRACTOR MAY PLACE STEEL PLATES OVER TRENCHES ALONG WITH APPROPRIATE SIGNAGE TO WARN THE MOTORING PUBLIC IN ADVANCE. STEEL PLATES MAY ONLY BE 5. CONNECTIONS TO EXISTING UTILITIES SHALL CONFORM TO THE OREGON STANDARD ( ) 1 Q USED ON A TEMPORARY BASIS AS APPROVED BY THE JURISDICTION. SPECIFICATIONS FOR CONSTRUCTION, LATEST EDITION. W 17. DEMOLITION WORK SHALL INCLUDE REMOVAL, AND PROPER DISPOSAL, OF ALL MATERIALS 6. BEGIN LAYING STORM DRAIN AND SANITARY SEWER PIPE AT THE LOW POINT OF THE SYSTEM, 1..i. 1 0 CN EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF WITHIN THE PROJECT AREA AS SHOWN ON THE PROJECT DRAWINGS. THE CONTRACTOR SHALL TRUE TO GRADE AND ALIGNMENT INDICATED WITH UNBROKEN CONTINUITY OF INVERT. .J W 2 rn AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE COMPLY WITH ALL REQUIREMENTS OF THE GEOTECHNICAL INVESTIGATION REPORT, OR THE PROJECT U z CONTRACTOR IS REQUIRED TO VERIFY AND TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE SPECIFICATIONS. ANY PERMIT REQUIREMENTS FOR SUCH WORK SHALL BE THE RESPONSIBILITY OF 7. ALL WATER AND FIRE PROTECTION PIPE SHALL HAVE A MINIMUM 36-INCH COVER TO THE FINISH C v! U 0 THE CONTRACTOR. GRADE. �+♦ Lu DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES a SHOWN OR NOT SHOWN ON THESE DRAWINGS. 18. THE CONTRACTOR SHALL COMPLY WITH ALL TEMPORARY TRAFFIC CONTROL MEASURES AS 8. ALL WATER LINES SHALL BE THOROUGHLY FLUSHED, CHLORINATED AND TESTED IN ACCORDANCE O THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE REQUIRED BY THE JURISDICTION. SUCH MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE WITH THE OREGON STATE HEALTH DEPARTMENT PRIOR TO ANY METER CONNECTION. 0 . p • COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), AND AS MODIFIED BY THE GOVERNING I' I-1-1 0 AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE JURISDICTION. 9. SUBGRADE AND TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, DRY DENSITY AS DETERMINED BY AASHTO T-180. FLOODING OR JETTING THE BACKFILLED Z 1- ENGINEERCHARMLESS FROM ANY AND ALL LIABILITY, 19. THE CONTRACTOR SHALL ACCOMMODATE AND COORDINATE THE CONSTRUCTION ACTIVITIES OF TRENCHES WITH WATER IS NOT PERMITTED. EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. OTHER CONTRACTORS, OPERATIONS OF THE OWNER, AND OTHER PUBLIC AND PRIVATE AGENCIES OR UTILITIES. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE 10. PROVIDE CLEANOUTS AS REQUIRED BY THE OREGON PLUMBING SPECIALTY CODE, LATEST CONTRACTOR SHALL VERIFY ALL CONDITIONS, DEPTHS , LOCATIONS AND DIMENSIONS OF EXISTING UTILITIES AND SHALL REPORT ALL CONTRACTOR OR HIS CREW. ALL O.S.H.A. REGULATIONS SHALL BE STRICTLY ADHERED TO IN THE EDITION. IN-LINE CLEANOUTS SHALL BE A MINIMUM 6" IN SIZE. REVISIONS DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. PERFORMANCE OF THE WORK. NO, DATE BY 11. ALL ROOF DRAIN AND CATCH BASIN LEADERS SHALL HAVE A MINIMUM SLOPE OF 2 PERCENT ,L 2/8/17 LRL 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL ENVIRONMENTAL UNLESS NOTED OTHERWISE ON THE DRAWINGS. PROTECTION REGULATIONS AND SHALL OBTAIN ANY REQUIRED PERMITS. THE CONTRACTOR SHALL n 11/9/17 LRL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR 12. ALL WATER MAIN AND SANITARY SEWER CROSSINGS SHALL CONFORM TO THE OREGON STATE DURING CONSTRUCTION AND SHALL PROVIDE FOR WATER SPRINKLING OR OTHER ADEQUATE MEANS HEALTH DEPARTMENT REGULATIONS, CHAPTER 333. OF CONTROL. A 21. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS IS FOR � INFORMATION ONLY AND IS NOT GUARANTEED TO BE COMPLETE OR ACCURATE. CONTRACTOR /6\ n SHALL VERIFY ELEVATIONS, PIPE SIZE, AND MATERIAL TYPE OF ALL UNDERGROUND UTILITIES PRIOR SEPARATION STATEMENT ISSUE DATES r.. TO COMMENCING WITH CONSTRUCTION AND SHALL BRING ANY DISCREPANCIES TO THE ATTENTION H OF PIONEER DESIGN GROUP, INC., 72 HOURS PRIOR TO START OF CONSTRUCTION. DESIGN APPROVAL: ALL WATER MAIN CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH DEPARTMENT, PERMIT SUBMITTAL: co 22. THE CONTRACTOR SHALL POTHOLE CRITICAL UTILITY CROSSINGS WHERE DEEMED NECESSARY CHAPTER 333. WATER MAINS SHALL CROSS OVER SANITARY SEWERS WITH AN 18" MINIMUM N BY THE ENGINEER, CONTRACTOR, OR THE UTILITY COMPANY. THE CONTRACTOR SHALL NOTIFY THE CLEARANCE BETWEEN OUTSIDE DIAMETERS OF PIPE WITH ALL PIPE JOINTS EQUIDISTANT FROM PERMIT RECEIVED: L n ENGINEER OF SUCH CROSSINGS WHERE CONFLICT MAY OCCUR AS A RESULT OF THE POTHOLE CROSSING. HORIZONTAL SEPARATION BETWEEN WATER MAINS AND SANITARY SEWERS IN PARALLEL BID DOCS: N INFORMATION. SAID INFORMATION SHALL BE PROVIDED PRIOR TO ANY CONSTRUCTION THAT MAY INSTALLATIONS SHALL BE 10'. MAINTAIN 12" MINIMUM VERTICAL DISTANCE FOR ALL OTHER UTILITY PREVENT PROPER CORRECTION OF CONFLICTS. THE CONTRACTOR ASSUMES RESPONSIBILITY IF IT CROSSINGS AND 12" HORIZONTAL PARALLEL DISTANCE. IN CASES WHERE IT IS NOT POSSIBLE TO CONSTR. DOCS: 3 PROCEEDS WITHOUT MAKING SUCH DETERMINATIONS. MAINTAIN THE MINIMUM 10' HORIZONTAL SEPARATION, THE WATER MAIN SHALL BE LAID ON A o 23. THESE DRAWINGS HAVE BEEN PREPARED TO THE SCALED NOTED THEREON. NO ONE SHALL SEPARATE SHELF IN THE TRENCH 18" INCHES ABOVE THE SEWER. 24"x36"SCALE: N/A 0 USE THESE DRAWINGS IN A MANNER WHERE THE DRAWING SCALE WAS USED TO LOCATE ANY PLOT DATE: 11-09-2017 1 EXISTING FEATURES OR IMPROVEMENTS. ES CAD FILE: cN JOB NUMBER: 15-133 CHECKED: ---- ED DRAWN: LRL i cDN STATUS: BUILDING PERMIT n 0 0 `N CONSTRUCTION NOTES u) U O 0 Lb E 00 . 1 0 66 124 I VI' /1/7i r \LEGEND o„a.._. _ 0— ";•-•` ...-<: EXISTING BUILDING - - BOUNDARY LINE ., , �r�, PACIFIC HW)/ WEST (OR99VlW (SW PACIFIC HWY) - - IT- EXISTING CONCRETE CURB RIGHT-OF-WAY 00- a - - - - - - EXISTING EASEMENT - CENTERLINE 4+-- -J.•--_-__-� EXISTING CONCRETE WALL PROPOSED EASEMENT PROPOSED CONCRETE CURB EXISTING CONCRETE SIDEWALK - - PROPOSED CONCRETE SIDEWALK _ 45 b EXISTING AC PAVEMENT PROPOSED AC PAVEMENT In CO V////////,, . / -//////////////////////////////////////////////_ /:T ^.T•.::.,....:::1::::..:.:..: :28'f:::::_..;•::= PROPOSED LANDSCAPING \v .7 -,, - ibibb. . . `r - . _.....1 - \, •�:: _• : : lI Il PROPOSED BUILDING ' .:...::::::.1:.:•::.::1:.:.:..1:i:1:•::.:'''.:: IV .c,. ., ,!? V ' 7 7 . : : ,,,. . . .:, ., '•I'•• ••- •.7.-L:'. :-= ...•7 .— • _ „ , „I, ��..,, , , ,,, „•.mI I, -IIS., — — . - . _ - ° VISION CLEARANCE AREA At., • . , . . ••••••••• • . • b : i EXISTING BUILDING LEASING111 I .•:.• .. • . ..•.• • : IRAN j i-N-;, r • PROPOSED STREET LIGHT EXISTING BUILDING .. . •.•.......•:..:•:.•.......•, ....•: . • • •• •• •• • L r OFFICE I ` y' r : : r.....0:-....... LI U rn o I z t .:. :.,.. .. .. .. .. _ L r 1,4. . - . - .• a_ ix LEci _ i o a = 6 -- — - I • I CONSTRUCTION NOTES CX D 28 1 j':::: .1.&:5':'.:::: : :1?: :- ao ::: y I LIGHT DUTY A.C. PAVEMENT, TYP. DIRECTIONAL ARROWS z S L__________fir L ......:::-....:•-•:::....-.::......•:,..::,..:...:.;_•__ .•-.•.-..••••-.••.- I . . ' . A. .. °- .. - . .. . ' 1 - .::.:::::::.::- 1..u z 14 �' � I 1 O SEE DETAIL 2/C4"0. SEE DETAIL 11/C4.0.' - 0 1.....''.::::::. _ •.. • .......• :. . •.• - •. ...•:..•.•.....; ...• . . ......,...:.-:....-.. o o 0 i I i 5 5 HEAVY DUTY A.C. PAVEMENT, TYP. INSTALL NO PARKING SIGN, PAINT CURB RED AND iu �, o:.• X5,0 _ • W SEE DETAIL 3/C4.0. 10 MARK NO PARKING FIRE LANE , AT EACH 25 p N 2 ".i . . . . . . . .. . -_ :-..•.".....:.........' ';:':: FEET. LETTERING SHALL HAVE A STROKE OF NOT o o _ = " • • 0 LESS THAN ONE INCH WIDE BY SIX INCHES HIGH, d a� a a i • • • • • • CONCRETE. PAVEMENT, TYP. SEE DETAIL 4 / .:.: • :::': : ::: : I /C40. TYP. SEE DETAIL 10 C4"0" ::: 0TRASH ENCLOSURE. SEE ARCHITECTURAL PLANS FOR DETAILS. .� StorQuest. .2 .� 1 I CONCRETE CONCRETE VERTICAL CURB (STANDARD), TYP. ey . :: PROPOSED THREE-STORY0 -::: : I SELF 5TC)RAC�E O SEE DETAIL 7/C4.0. 7'. . .::.:::.....26:D° :': :: W/ PARTIAL BASEMENT 53' - 4:::::....i.8....6!::::4,::::•:::::.:-.•:•:•••• •- . . , : ` 12 NOSE DOWN CURB TO MEET EXISTING PAVEMENT. ._ CONCRETE SIDEWALK WITH CONTRACTION JOINTS, TYP. SEE DETAIL 12/C4.0. ° © SEE DETAILS 5 AND 6/C4"0" • SELF STORAGE FACILITY :;. ::..:: , ...J I :: r• I SEE ARCHITECTURAL DRAWINGS FOR FENCE AND GATE I : _ _ I i HANDICAP PARKING STALL AND SIGNAGE • •• • DETAILS. (.) 6 : .'•'::==.: :- .•••:::r. ::-•..:.::.:::: . ' SEE DETAILS 1 AND 10/C4.0. STREET AND RIGHT-OF-WAY IMPROVEMENTS TO BE EXISTING PARKING I 1.4:C ::•:::...:::-...- : . :: 14 CONSTRUCTED UNDER CITY OF TIGARD PFI AND ODOT h:.•: DETECTABLE WARNING := • 1. _ ...• :• : ::::':: : ::: a SEE DETAIL $/C4.0. PERMITS. 0 LI- 11-:::::::•::::::::::::•::::::.:::•.::=:: �r III CONCRETE CONCRETE VERTICAL CURB (WIDE), TYP. H. : : _ . .. '. :.- ' : 1 CONCRETE WHEELSTOP TYP. w :.: I ,> : g SEE DETAIL 7/C4.0. �^ :� :. .: I I SEE DETAIL 9/C4.0. VJ 0 1 ' 1 '.1.:.:::1.111::.1..111.:11:ile::iirf 1. 9 ...., g I _I ;� . , / EXISTING PARKING W `� 0 =7777 : ; : ' ' I , v! . .. .......:-....-........:..::::....-:...:::.:::o. • : 7777 :. „ . . , , , , , , . .. ...... W V- ° ��, I1a O � :Tfl ' 1`° ' °- v I 1 a I W U ,__ ____.!°: I... ... ,, '' '' '' '' '' , : - ' -.,_ -, '-, ', 1 1 ' : . ......:11,61,—.....:. Z UV W 1. . L ' ' ' ' ' , • ,<.... at... 1 . . .............:::........„.,..::... .........::::•:...........: _, : . ' ' ' ' ' ' ' , , : ' . ' ' ' ' ' , :.......... .:...... 0 1 1 i> u) 0 v . " . - ` # �::'::2(?.fl:::�:: --7777:-77.77:: .7. . 77 . 7:: � 7. 777:'.} :: : : . I I :.•: 10. 1 I :::. ' .:::iii.::..-.:- o''. REVISIONS o � 1� va NO. DATE BY f041: • • . . A2/8/17 17 LRL d , , . .. . !� 4 _ - n , I 1 A 11/9/17 LRL /• v • . • •.• ,• 1,..i:-• 0 . _.• ' L ___ _ _ _ . . . . . . . , - - A I— - .._ — - - _-�_ n _ n —C[— .'' ..,—r - - .. ^ .., . . . • . A ,� � A ISSUE DATES •'` DESIGN APPROVAL: EXISTING COVERED PARKING �f ` ' PERMIT SUBMITTAL: EXISTINGI ', c k lc k k k CS BUILDING •, v_ ,t ,� k kcy k PERMIT RECEIVED: ;� k Y Y Y i BID DOCS: i /It- k k r CONSTR. DOCS: • k k It IG i I k k Ic It 24"x35"SCALE: 1"=20' o47 WETLAND �- PLOT DATE: 11-09-2017 ,� 1c k k M. IG k ES k i k 6 i ,1/4rncNi ! k k CAD FILE: JOB NUMBER: 15-133 `� Y CHECKED: ---- CS DRAWN: LRL 0 1 N STATUS: BUILDING PERMIT rn o GRAPHIC SCALE N 20 0 10 20 40 SITE PLAN EN I MINIM - -1 L._ ( IN FEET) C finch = zoit. o • 0- L co I , ' N �' GENERAL NOTES LEGEND N _ ., r _ 1. TOPOGRAPHIC SURVEY PROVIDED BY CHASE JONES AND -201- EXISTING 1' CONTOUR 4, 0 PACIFIC HWY WEST (OR99W) (SW PACIFIC HWY) ASSOCIATES. k ' Z05- - EXISTING 5' CONTOUR , _ Jloov 1- 2. DOORWAYS SHALL HAVE A 0.02' DROP ACROSS THRESHOLD, TYPICAL. 201 PROPOSED 1 CONTOUR 3. REFER TO DEMOLITION PLAN FOR ITEMS TO BE REMOVED 205 PROPOSED 5' CONTOUR . _ AND/OR ABANDONED. PROPOSED GRADE BREAK I 4. REFER TO NPDES 12000N PERMIT DRAWINGS FOR EROSION 125.00 TOP OF CURB ELEVATION CONTROL NOTES AND DETAILS. f TC 124.00 TOP OF PAVEMENT ELEVATION TP \,123.00 TOP OF WALL ELEVATION :?!.-.7•.:•!: . SD SD SD SD SD I • ♦ ♦ I SP 9) S Sri ! MIaQ SO SG - SO elli 123.OQ I \ \ I ' '" ' FINISH GRADE ELEVATION �\ `� .' \• \ - : : :_. ' ' ' ' ' �,'- : . : : : : : : : : : : : : : : : Vr- 0 118, \ fFG W --t• ,... - _-- ... ` .r I, -,%- .Iio ;,`. /.' 7- .. . rrr- qr �;, � W - - `� w 123.00 1$3.271 3 ,. ° 181. 1_ ="' ° ..° - w EG EXISTING GRADE ELEVATION • • o ° °180.86 b o < \ e . ; // 184.11 �., : cP�,• a� /'�„BaJ ,ca r '' o BSW 5*'STEP *'- PROPOSED DRAINAGE PATTERN -II% - -71', ,>. ' ' 1 ' . l, , , ,, ,�y.- 1 181... 79 74' . • ° .4 NIA 492.0 TW 184.72 y 184.42 TP 1 TP 1.0% 184.30 TP � �184.36 TP ,i _� J \ ° I EXISTING BUILDING 488.0 FG 4.0 FG = FINISH SH GRADE ELEVATION PROP I : .-1 c\184.06_TP� '41\-1 �/ I I - - - PROPOSED RETAINING EAIIG WALL A: : ' _ - / ' - 11014 L EASING >t _. -- , (DESIGNOTHERS) �,• 184.00 = � � BO .... � _' , . - o. ill TP � .ta''_ - // 0 co OFFICE i! � TREE TO BE REMOVED �, t ��' 76.37 ��C?.,F; X 1 EXISTING BUILDING - \ " r oo t4Ir�_ - FG - .1_... U 1/1- �, FF-- 177 .50 rl l Z - o i \ I IIS II 177.23 176.85 e I \ o a w I FG \ FC. I 06.20 1rco E ' o -pu7.13FG n1 :'� , I TREE TO BE SAVED N / it 1 /-c,r 176T58.-TP- \ / \ / /I `` ' - _ 176.7577 �--�� z z Z 17fi.84 � y.1/ L I / / \\ 'i�� 176.15TP 1. I I X PROPOSED SEDIMENT CONTROL FENCE cn 1- 0 �, // ) i / FF= 77.50 \ 176_65T �. I I- _ ct E I / 176. 0 I -- -- -.-0- PROPOSED TREE PROTECTION FENCE ¢ I ILLI f FG=177.48 17 J � 'I 1 z • --181-rp .50 j,,,]\: _ / = I Z 176.02 , J , ,� 14.1 \- I` _ W PROPOSED BIOBAG BARRIER (TYPE 4) Lu o cc = I TP / Al / o 3 ��. 176.47/ / s ' V a. co a 0. 1 - = I� r MAX. I TP / ° / / - is PROPOSED INLET PROTECTION (SILT SACK) I = ' _ 9 176.80 +.�h ,. ±2.3% _ TP -w- ,\-ib ;5.75 \ W to I ••••••••••••• ct StorQuest. ] 1 - - _ ✓ / + (� •••••••••••• PROPOSED CONSTRUCTION ENTRANCE SELF STORAGE • • • • • • • 2.5, 184.5 TW _ ` 1 // _ , a : .............• • • • ' ' ! . @182.0 FG C PROPOSED THREST0R '- � Li.l \ Q /:)_\)# °, 0 J WI PARTIAL BASEMENT ° H 175.50 1�5 I �_.. I I 1 J�TP 174.85 1 / \ I EXISTING PARKING U EXISTING PARKING _ SELF STO RAGE FAC I LIT \� TP 174. 1 \ GRADING NOTES Q = 1 TPP * 71 IFF= 177.50 i Q 2% 175.28 1"74.60 LL --- TP H P > i�� _ I I _ TP / / 2 I ROADWAY IMPROVEMENTS TO BE DESIGNED AND CONSTRUCTED I"- W 184.0 TW _ \ - 174.74 /173.97 .•'•:.r••17, 1 I°I I ~ I \ v f BY UNDER CITY OF TIGARD PFI PERMIT. 3'0 181.0 FG1 0 183.5 TW 1 r 1 \ - ) - .. o1 ° ' v- a \ . LL < NOSE DOWN CURB AND MATCH EXISTING ELEVATION. 3. 180.0 FG 1 \ \ l !.-.. : V �� \ J c/183.5 TW � I I \\ �\ �I � 1 W L..LLgab INSTALL RETAINING WALL TO HEIGHTS INDICATED. SEE179.8 FG f $ \ j' : . } I. I y STRUCTURAL PLANS FOR DESIGN. O4 2.2, 183.5 TW I \ \ ! 11:1:11I \ ,11:::• v /73 / I 181.3 FG ,...,.. �� = ti \ \ 1- . : : rJ'� l 9 �I ��` \ � O \ ` ; J 1._ GRAPHIC SCALE INSTALL HANDRAIL ON RETAINING WALL. SEE ARCHITECTURAL H vJ } - - 1`=' 178.90 1 7 1 V ,� - - . - , ,1 ; . ; : 20 0 t0 20 4o PLANS FOR DETAILS.TP = ) li �` I�Ir. � � � � I I I Q 0 '1 A. .. co'n _ ° f \ C� j� • - - 1' ' `�`�� I ( IN FEET) ANGLE PROPOSED WALL TO MATCH EXISTING. ,m,,,� CD 1 • i� 177.43 _LLQ �r • - I I 2 I. ci o - . c; J / `� TP 1 , , N 1 inch = zo ft. W U Z 4.0' 184.0 TW Il : : • r8 _ ,,, , .. ,, , , , „ , „ • •w\177.45 177.45,/ " J c . li II O 180.0 FG } . d . .1 �'< 1'75.36 (i.r® C) CD 177.27 _ EXTERIOR EXTERIOR : Tp ` , • Q Lu �I I . TP ACCESS UNITS ACCESS UNITS - 7 \ 177.38 , e LJ.. a, 6 I00 = .... - -- - - - - - �-- O FF-177.50 / ` FF=177.50 1 TC/TP • . : n O o ei184.0 TW I FG=177.48 s FG-177.48 ° 177.38 . - • >> a i I TP _ %// TP . _ 172.60 -1 :. ''' _ `� , ` p [Y 179.3 FG -- - _ - ► TC/TP 4 -l- y / W Q \-P : � � °I- ' � --172- \ / CV (� � �' 1; � 177.48 � � - � t-77.48 � 177.48 ., o ° o � y � z .- 177.00 1s TP 177.48 TP I TP + : yl / 179.74 176.:: TP 177.38 175.06411440-0.01 6.5%_ •t► • $ 0 171.90 a / 7 176.85 . • •••1••� � � I '' TP TC 176.85 TC/TP TP • M•1••� •It•••a t, 1=L / I 184.0 TW / o TP H P •• 174.84 ••, ••, 3.0 ,,, . • , I 176.82 176.50 17 TP HP I o I c i / 0 co 175.14 > V• ••V*1p f •le �� ` ` ��" REVISIONS 181.0 FG \ 176.25 7 / I ci I 176.43 I 1�� TP • •• 1441•• L ] TP/TC 176.38 •• 411 114 173.__ •••: `I, 70 NO. DATE BY gru 184.0 TW 1 - ■ . •-- .>• TP/LP I TP/LP 2.4% TP 5.4% ••••TP •11.�••• ° I /� 2/8 17 LRL �m sir• 1. ►- ,• ti / 182.7 FG -177 177.00 11111 _ ^ > r - - - - r l••w..!•s y, 1 / \ 183.5 TW �• :;..• __.__:t - Y`� / 1$1.OD TW '_ 177 - (�7E - - ' _ 171.72 I / , �o°' �\ 11/9/17 LRL 0.7 182.$ FG / -t75 J 172.42 ,. I 1 3 FLI 0 �`�, , /� :41'': :)ri- _ , . . so . . . . . : • - 174 17' I ' : : : . t 71.60 _ 71 1 cl ~ -1 ; // A ~O °Ala _ S ��1( _ - v:SD. - c= -_. �lfr .M_�, - - - 4Y. X_ _ . .�v - . . -. ' I _ L 5 If,` �-1. s.7- SS • S5 55 SS - -- - 5S SS 1 '1 5 S �� S - -1 T- 55 SS . S- 55 - --�- SS SS cV f �� , r 7.---1 TREE ' 3 1 < 171.8 'I�I �� ' �s ISSUE DATES o PROTECTION 1 I EX '� -------- s FENCING I I D ~^ .SD EXISTING COVERED PARKING \ ,k 4- DESIGN APPROVAL: 171.58 �_ PERMIT EXISTING EX / `�; r k k- e k k PERMIT SUBMITTAL: E-)- TOP OF AREA BUILDING / ,k k k k k k PERMIT RECEIVED; SLOPE BOUNDARY / k k . , BID DOCS: H/2 BUT 2 FT. MINIMUM AND 10 " k k k CONSTR. DOGS: I /L v. t k k- k k Y. ° a PERMIT FT. MAXIMUM ye, k k Z4"x36"SCALE: 1"=20' AREA TOE OF kkkkoBOUNDARY SLOPE WETLAND . I CUT OR FILL rtNATURAL OR �` aIL lg. ti PLOT DATE: 11-09-2017 SLOPE FINISH GRADE `%. k a a JOB NUMBER: 15-133 H/2 BUT 2 FT. MINIMUM I k k ' AND 20 FT. MAXIMUM = `�� CHECKED: ---- -,_. ; DRAWN: LRL o NATURAL OR =�' STATUS: BUILDING PERMIT N FINISH GRADE 'I f a o GRADING PLAN o U GRADING SETBACK DIMENSIONS PER EROSION CONTROL PLAN WCGO-1 4. 1 2 .300 FIGURE 4 b NTS C2 . O _______i I.. 00 1 tii 1 GENERAL UTILITY NOTES LEGEND ti r� .. °�� T CD 1. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF PACIFIC HWY WEST 0899 SW PACIFIC H EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. SD :::: PROPOSED STORM LINE \ \ ' � 2. INSTALL CLEANOUTS EVERY 100' AND AT ALL BENDS 45' OR SS ED SANITARY LINE S► o GREATER. FW � J PROPOSED WATER LINE (FIRE) 3. ALL ONSITE SANITARY AND STORM SEWER SYSTEMS SHALL BE DW PROPOSED WATER LINE (DOMESTIC) PRIVATE. 2 I IXI PROPOSED FIRE VAULT CATCH BASIN INSTALLED _- CATCH BASIN INSTALLED UNDER PFI PERMIT 5 17 5 UNDER PFI PERMIT PROPOSED WATER METER H PROPOSED DC E ..(, 12" SD cPpER CITY I f/I,PS) _ SD 5D SD sD_ aal] - Sn 5'D 5; _5D CO - co. SD SD - SD SD �� ,jlu i SD SO SG SD PROPOSED FIRE HYDRANT OHP _____,_c. H a O,HP; C1HP= - OW-" ' . `yah,; OWR---r�W GIP ` ` OHP�� •DHF 'pl f,7 ?KP, . . •. . O ` - OHP - 0HP 7, _ ar 4, , o : 7 v �4,. = . . i . . o , ,,T-- - \1 . w r �_ w R PROPOSED FIRE DEPT. CONNECTION (FDC) 47 4. V p • pP Q • YV ti\ �� ` .'• • a d -16 Ll p -r, P 13 LF =,,. • q F v : o V° 'c' _ . ' ' _ '. " 8" DIP. {Fw}a c-1,'ow ,, . ., a' 9 p P ° . p - PROPOSED SANITARY/STORM CLEANOUT ' '\ i__, IE:179.00 - EXISTING BUILDING 0 PROPOSED STORM MANHOLE 1 F_ ., - " ' = PROP.' • e1 1 I 0 PROPOSED STORMFILTER MANHOLE �: : ST __--� �IE 10 L179.50 D\RD� =� . - . . • " . . •�I ' i 11111111 - >r-`\ LEASING - • ` PROPOSED LYNCH STYLE CATCH BASIN o oQ OFFICE , s� * ® PROPOSED AREA DRAINLLI EXISTING BUILDING ® ip_.,, _(, 5 LF-6" SD I I U `� - IE= 173.07 RD • ' '1 I < • • �- 1® PROPOSED STORM FILTER CATCH BASIN rim - d z co �-' M _ 8 1 I:170I ' • 3 o I 4 0 PROPOSED WATER VALVE n a �� M �0 1 P ► PROPOSED REDUCER ' I = 10 LF-6" SD(RD) = . _V e)) . - , -� } IE- 178.36 z z z j6!' 1 " 1 17 86� = 10 LF-6" SD �, P I c RD I i W STORM DRAIN NOTES o i o 1E= 178.08 / CO 6" " WYE/ ► d P iii �-5-- . . 11 , ; Ni Z M a I 177.58 _ 4$ SDMH 01A CONSTRUCT STD STEEL CATCH BASIN STORMFILTER - z a j Q\ \ I I i i ip (INSTALLED UNDER CITY OF TIGARD PR PERMIT) 6 1 CARTRIDGE (PRIVATE). SEE DETAIL, SHEET C4.1. Q R, cr c o��\ RIM: 171.77 INSTALL 8.5 LF 8"SD PVC C900 * S=0.3506 FT/FT d g F a 1 1 :: ) _10 LF-6" SD v \ 12IE IN(N): 167.47 RIM: 173.97 »� RD . .1..) 12" IN IN(SW): 167.47 IE IN (6 SW): 171.67 IE= 177.35 .O I. 19b , \ I `� I 16" IE OUT (SE): 167.22 IE OUT (8" NW): 171.67 P : COTG _ StorQUeSt. �+ I0 +916 LF 4" SD PERF. FOUNDATION DRAIN '� SELF STC}RAG E rE. 6 s5 _ PROPOSED THREE-STORY \�\ r CONSTRUCT 72 WATER QUALITY STORMFILTER MANHOLE O "' - O �n {5 18" CARTRIDGES; LOW DROP} SEE DETAIL, SHEET C4.1. SLOPE TO DRAIN. SEE GEOTECHNICAL REPORT FOR DETAIL. ►� -, vJ INSTALL 6" EXTENDABLE BACKWATER VALVE MANUFACTURED W k :E: = VV/ PARTIAL BASEMENT rye 6"MIE 1 IN(NW): 170.27 ort �, BY "CLEAN CHECK" OR APPROVED EQUAL.�, I IE= +170.50 CD J SELF STORAGE FACILITY �� I 12 IE IN(sw}: 170.27 7 0 1 1 I 12" IE OUT (NE): 168.47 „ r. : o o• _ �' F' r �-o' „ 48 SDMH 01B II N / " LFI$ S1 8 (INSTALLED UNDER CITY OF TIGARD PFI PERMIT) EXISTING PARKING ; ; cn �l J C) T P P -303 ° EXISTING PUBLIC CATCH BASIN PARTIALLY BURIED UNDER Q0 RIM: 173.73 i• - . a- d �. .Q10 EXISTING BUILDING. 0 I L 1 - o u � , 8" IE IN(SW): 168.38 11.. . o N \� 0 12" IE OUT (SE): 16$.05 lI EmilW "` ." WYE _ `° I-v I 8 CONSTRUCT TRAPPED CATCH BASIN. rn = 10 LF-6" SD /` �� \ I rs-;z. \ I O SEE DETAIL 1, SHEET C4.1. = 9 ROOF DRAIN SHALL BE 6" DUCTILE IRON PIPE. VJ r� t :IR 175.09\ 7 , RD I t \1 INSTALL 12.3 LF 6" PVC C-900 © S0.1293 FT/FT V -: IE= 175111.. < 1 . . .59 J \. I RIM: 176.43 1 . _. I 166.54 P IE OUT (6 NW): 172.93 1 COTG 8" CAP = : :f . .nl: �� J rz / / • I CONSTRUCT TRAPPED CATCH BASIN. LLII „ 8"x8" WYE 6 : : ' • i I SEE DETAIL 1, SHEET C4.1. 16 WYE IE:168.69 = . . . . . . 1--ll-1 I Q // © O I£: 174.350� / I a 1i INSTALL 12.1 LF 6" PVC C-900 ® S = 0.0975 FT/FT (I) I \` _ 10 L174.85 SD RD : : : . : : : ' I e.• `• // I `� y RIM: 176.25 H - IE OUT (6"NW): 173.25 (I) '- : 10 LF-6" SD \RD� 4" SS - •0 o EXISTING PARKING L!J COTG ",_ IE= 174.58 \ / _ IE= 168.50 . . . ` (.y F' 1 a ~ 1 ,1�, s x6 R �, % J SANITARY SEWER NOTES W LL 0 u,�,¢ 8"x6" WYE > rril - „ p „�� 32.0 LF-6" SD ,0 m I = rn cnc�g IE: 174.00 �, = b o �o 9 RD IE= 172.00I I. I �D an _ :co 1 i v) o tl�. a 4 I . _ . : 7:• ct v I I O CONNECT TO EXISTING 8" SANITARY MAIN WITH 4" PVC W - I I . u = 1 - I a -, INSERTA-TEE PER CWS DWG NO. 530, SHEET C4.2. 0 ca �: � � _ „ �,,,, �„� , �„ „ ��, �,� „�,,, �, �, �� ,� , � „ ._,oU I )-:=7.- . o . 0y • `� I IE IN (4"NW): 163.15 LL O COTG/ �a Mo _ LF-6 SD I , vs 0 �: - • . • w EX. IE (8"): 162.98 �/ Qw �'' ra = (i_r_/\11.9 IE= 173.00 0 L.LE oma . . ._5 12"x8" WYE \ : : _ I a ,,� : . p - - REPAIR EXISTING SIDEWALK AS NECESSARY. CL O RIM: +177.00 1, , , 8"x6" WYE _ 10 LF-6" 5D a 11.9 LF-6" SD0 I 1 i o a o - - co � o \ IE:172.00 • IE: 172.77 =SIE= 173.25 RD IE= 173.00 J o nc> n : : : fL�"` O _ .� cn I c, ui EOL' tri III 1/1 /� O F�Cf `� I' OTG '� p o _ - p a �' I / VJ Z I- 41r• N C, 12"x4" WYE 12"x6" 58. LF �I I ��\?� IE:171.34 12"x6" WYE 12" SD PVC j " I `' I ` /1E:171.93 62.3 LF 12" SD PVC D-3034 / / IE:171.09 100.0 LF 12" SD PVC / 1 D-3034 I ~ 9° 5-0.4107 D-3034 S=0.0107 i 1 S=0.0172 -10 REVISIONS J\ 12"x6" WYE/ 1 1 1 1 NO. DATE BY I , . 12"x6" WYE ___ - JE:-1- 0.80 \12"x4"WYE I • IE© END:175.33 p, ' - - IE: 171.820 to�168.12 � �\ 11/9 2/8/17 LH_ (CONNECT FOOTING : : :^ : : ' - �-.t72. LF .6. FW PVC C-900 T - - - ° ° I 31 I_F ! 11 I A 11/9/17 LRL DRAINS FROM `� ;��` : : : : : ; I ; Y ; . ` \ \ " f i1 8 I --14 PROPERTY LINE C :,5�- - - - \_, T - �. - - _..� - -I - - ' „ - - - - - T--.� � - - - - - _ 6 FW DIP WALL AND TRASH • : . . • D!`X S� -1 �. RIF EQ 4. - : : . . P1�OP.�1$ : : �-.T f• y Ai g ENCLOSURE) - _ - - ,� . '�■r.` '.J' Pi. -�" • _ �' 11-- - lmXr 8"SS (E'F�& CITY SAP _ �C S SS •S S5 S 5S SS S S ___ SS��--- SS = S S -r _ s SS - SS - SS - SS S5 w SS -- SS )----Q �c� �( 5 N PROP. WALL 0 I f � 1 f1 -� _ - _ \�,r, ISSUE DATES 111 "-) FOOTING DRAIN O I /.11 o CONNECTION ' I 6 I = 's �'` SD .�� 24"S •' ' k 34.1 LF 4"SD 9 (SIZE NOT VERIFIED DESIGN APPROVAL: EXISTING COHERED PARKING /ti� k - PVC D-3034 • 4110 } PERMIT SUBMITTAL: ES 5=0.0902 EXISI7NG ,,, k k k k r PERMIT RECEIVED: BUILDING ;k BID DOCS: WATER NOTES 0 EX. FIRE HYDRANT �k� k k CONSTR. DOCS: c I f k k k k k k k I^ PUBLIC FIRE HYDRANT TO BE INSTALLED UNDER CITY OF k k 24"x36"SCALE: 1"=20' ' 1 HOT TAP EXISTING 12" WATERLINE. TIGARD PFI PERMIT. k k k k k o WETLAND ‘ k PLOT DATE: 11-09-2017 INSTALL 1" SERVICE TAP BY CITY OF TIGARD WITH TYPE N 2 'K' COPPER TUBING, 3 4" WATER METER AND APPROVED �� :tic\ k CADFILE: ,.,, / 6 INSTALL DCDA VAULT PER CITY OF TIGARD STD DWG N0. \RP STYLE BACKFLOW PREVENTER. CONTRACTOR TO 533, SHEET 4.2. k . JOB NUMBER: 15-133 3 VERIFY SIZE WITH ARCHITECT BEFORE BEGINNING kkCONSTRUCTION. SEE STD DETAIL, SHEET C4.2. I �� v CHECKED: ---- o DEFLECT WATERLINE UNDER PROPOSED STORM MAIN WITH ' DRAWN: LRL 0 INSTALL 3/4" IRRIGATION METER BY CITY OF TIGARD WITH 7 c-N3 BACKFLOW PREVENTER. CONTRACTOR TO VERIFY SIZE CD A MINIMUM OF 6" SEPARATION. STATUS: BUILDING PERMIT WITH ARCHITECT BEFORE BEGINNING CONSTRUCTION. SEE GRAPHIC SCALE o LANDSCAPE DRAWINGS FOR IRRIGATION DETAILS. 8 HOT TAP EXISTING 6" WATERLINE. 20 0 10 20 40 u) I` 4 INSTALL WALL MOUNTED FIRE DEPARTMENT CONNECTION CONSTRUCT PRIVATE FIRE HYDRANT, COMPLETE AND IN COMPOSITE UTILITY PLAN (FDC). FDC SHALL MEET ALL APPLICABLE FIRE 9 PLACE PER CITY OF TIGARD STD. DWG NO. 542. HYDRANT PREVENTION CODES AND REGULATIONS. FINAL LOCATION TO SHALL BE PAINTED RED. ( IN FEET) BE DETERMINED BY ARCHITECT AND MEP DESIGN. FDC 1 inch - zo ft. MUST BE WITHIN 100 FEET OF HYDRANT. C3 • O Ed 5.0' o0 --6.0' LANDING/-6.0' MIN. N. 'y/ 1 w SIDEWALK RAMP C•1›.. RAMP SIDEWALK �' + r DETECTABLE w a 6 THICK CONCRETE › - t . 4 a 3" LEVEL 3, 1/2" DENSE HMAC 2 1/2" LEVEL 3, 1/2" DENSE HMAC WARNING E-0 6 o (PG 70-22) (PG 70-22) HANDICAP SIGNAGE ¢ = \ \ ' �" cl 24" �_ •AMP RAMP -a- 1. `)� 1- BOTH WAYS �12 MAXI oao4o�o . 1:12 MAX 111- i o #4 REBAR AT O.C. SEE DETAIL 10/C4.0 `I- ' N ado•'%0I �♦ \♦ \ I a \ r. a ----r ---g -ter - T �� \jX/2 2.0' N\ 1 1 i 1 a4 •.L d 50 \� `/ c.,4\__....-- U `/ �' TYP. r p f � p � �� 0r �� 0 ( ) MAX SLOPE MAX SLOPE CONCRETE � \C"(-) ( ,�0� �. cjp q7,co• p -p p FOR H.C. FOR H.C. C IEEE STOPS `r U0 �Jp p o ACCESS ACCESS �p Q p 1 (11- ?Op � . 00 4" WIDE =1:50 =1:50 (WHERE SHOWN) a WHITE �~ � 1 1 1 1 1 I I I I III �I I I I II' i I III I I I I 9 k I I I I I I I� V I I I ' Z STALL �' 4" II � I II I I IIII II 11 I I _ _ a \ 2.0' _ \ _____. _ = STRIPE cri 7.0 A24„/ (TYP.} co MIN. w lik . 11\ - - -IIII ' ' II III 11111 ' I 11111 VIII_ III ' 111 II ` . -11111- ' 1111 ' I _ 11 11 ( IIII_ o / -/ " (V-0" 1X"-0") " (X"-0" W-0") c-4j 6" (1V-0") AGGREGATE BASE CRUSHED AGGREGATE BASE ROCK CRUSHED AGGREGATE BASE ROCK "AN >3-6. TYP. � SITE PAINTED ' INTERNATIONAL • 12 HANDICAP SYMBOL OF - WOVEN POLYPROPYLENE GEOTEXTILE FABRIC WOVEN POLYPROPYLENE GEOTEXTILE FABRIC WOVEN POLYPROPYLENE GEOTEXTILE FABRIC /-4'-6" ACCESS. VAN ACCESS AISLE STROKE WIDTH: COMPACTED SUB-GRADE COMPACTED SUB-GRADE COMPACTED SUB-GRADE 9.0' 9.0' 9.0' 3 INCHES / STANDARD / VAN ACCESSIBLE 6.0' HANDICAP WHITE, NOTES: /---- PARKING HANDICAP / (8.0' VAN) ' ACCESSIBLE RETRO TIVE NOTE: CONTRACTOR SHALL REFER TO GEOTECHNICAL REPORT FOR NOTE: CONTRACTOR SHALL REFER TO GEOTECHNICAL REPORT FOR STALL PARKING STALL PARKING STALL PAINT a 1. CONCRETE SHALL BE OREGON STANDARD COMMERCIAL GRADE CONCRETE PER SECTION 00440. SUBGRADE PREPARATION AND COMPACTION REQUIREMENTS. SUBGRADE PREPARATION AND COMPACTION REQUIREMENTS. - PARKING STALL PAINTED MARKINGS . r . Q .____ HEAVY DUTY A.C. PAVEMENT LIGHT DUTY A.C. PAVEMENT HANDICAP PARKING STALL oLcti CONCRETE PAVEMENT DETAIL 4 DETAIL 3 DETAIL 2 DETAIL 1 1z = N SCALE: NTS 4.O SCALE: NTS 4, SCALE: NTS C4.0 SCALE: NTS C4, . . x ° 010 liiFACE OF CURB FACE OF CURB z v) F_ a WIDTH OF STREET " " WIDTH OF STREET w 0 o o Lf] 00...,- RhR1 12 ,ri,,,_ 1.7" 4 . d 4 \ 4 ° JOINT SEALANT. �/ AS SPECIFIED �/ 0.45'+ (l•' ? r _ Y" RADIUS, TYP. WHITE SILICADUST SANDE WITH 2% MAX �� tOr UeSt, �•, 4 cD 4 •: 4" THICK (� 0.2" ) CU C _ - - - CONCRETE 1EllIEIII- - . „L . . • SELF STORAGE 0.90" . IT 4 4 _ _ 1 '1 O O © N. ° ° lo I " I I I I a ' a V.e A a s V I I- f - -111-1 Pky.a6.4.._�4 akil'.�� c - �E- W • 0 D O C O C v 4 a Q BACKER ROD, *f 111-111-111- 11 - - - - - J STANDARD WIDEEXPANSION JOINT1 -111-j11- 7-11 - -. I I I I- 1 (UI! � 0 0 o . ]4:.' . MATERIAL I--I 1 I- III MIN. 2" OFY" - 0 r1 I /r/y Y4", TYP. I CRUSHED AGGREGATE COMPACTED `J ° \ SUBGRADE111::( 0.90" aft-- 5' 9" 15" 0 CURB NOTES: EXPANSION JOINT IL NOTES: 11.71. CONCRETE SHALL BE OREGON STANDARD COMMERCIAL GRADE CONCRETE PER SECTION 00440. 1. CONCRETE SHALL BE OREGON STANDARD COMMERCIAL GRADE CONCRETE PER SECTION 00440. W TRUNCATED DOME DETAIL RAMP TEXTURE PATTERN 2. EXPANSION JOINTS v of 0 A. TO BE PROVIDED: 2. STANDARD SIDEWALK CROSS SLOPE SHALL BE 2% MAX. DETAIL 1) AT EACH POINT OF TANGENCY OF THE CURB. 1/4" RADIUS, SMOOTH L.L, <:( 2) AT EACH COLD JOINT. TROWELLED JOINT, TYP. 3. CONCRETE DEPTH FOR STANDARD SIDEWALKS SHALL BE NOMINAL 4" MIN. DRIVEWAY SECTIONS J 3) AT EACH SIDE OF INLET STRUCTURES. INCLUDING SIDEWALKS THROUGH DRIVEWAYS SHALL BE NOMINAL 6" MIN. 11.1 I LL NOTE: 4) AT EACH END OF DRIVEWAYS. T/4�I 1+.+ TEXTURE IN THE LOWER 24" OF THE 5) AT LOCATION NECESSARY TO LIMIT SPACING TO 45 FT. 4. EXPANSION JOINTS WITH PREMOLDED FILLER SHALL BE INSTALLED BETWEEN DRIVEWAYS AND 0 PLACE TRUNCATED DOME DETECTABLE WARNING TE TUE B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, WITH A " '- T SIDEWALK AT THE DIRECTION OF THE ENGINEER. CONTRACTION JOINTS SHALL BE INSTALLED AT THROAT OF THE RAMP OR AS SHOWN ON THE DRAWINGS. ARRANGE DOMES USING IN-LINE Y PATTERN ONLY AS SHOWN IN DETAIL. COLOR OF TEXTURE SHALL BE BLACK. FOR THICKNESS OF 1/2 INCH. APPROXIMATE INTERVALS OF 15 FEET BY CUTTING AT LEAST 1/3 OF THE DEPTH OF THEImm CONSTRUCTION OF SIDEWALK RAMPS OUTSIDE OF PUBLIC RIGHT-OF-WAY, CHECK WITH STATE 3. CONTRACTION JOINTS CONCRETE. "DUMMY" JOINTS SHALL BE INSTALLED AT APPROXIMATE INTERVALS OF 5 FEET. U } BUILDING CODES. A. SPACING TO BE NOT MORE THAN 15 FEET. u) I B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 2 INCHES. 5. INSTALL AN ISOLATION JOINT BETWEEN BACK OF CURB AND SIDEWALK, AND AROUND ANY MASCO CAST-IN-TACT 3 CEMENTITIOUS PANEL OR APPROVED EQUAL. 4. BASE ROCK 1-1/2" MINUS, COMPACTED TO 95% (AASHTO T-180). BASE ROCK SHALL CONTRACTION JOINT OBSTRUCTION WITHIN SIDEWALK AREA. W I BE TO SUBGRADE OF STREET STRUCTURE OR 4 INCHES, WHICHEVER IS GREATER, AND SHALL EXTEND 12" BEHIND THE CURB. W = a' ey U Z DETECTABLE WARNING STANDARD VERTICAL CONC. o ( 7) N RETE SIDEWALK DETAIL 5 EY aDETAIL 8 CURB DETAILCO C JOINT DETAILS 6SCALE: NTS 0 tYllj SCALE: NTS C4.0 SCALE: NTS4SCALE: NTS (�4.0 C4.0 0 cn ❑ W � Q U) Z r.....EXPANSION JOINT 24/",/ 4" / 12" '1y /I/ 12" r ~ TOP OF CURB \:// 11}x" k -7 TOP OF SIGN BACKGROUND: RESERVED NO PARKING SEAL Y" DEEP HOLE W/ MORTAR REVISIONS FIRE LANE NO. DATE BY 6" - • :4...... •l• � '..• a � PAVENMENT BLUE • PARKING TOW AWAY ••• '-: ' : )\ A 2/8/17 LRL ROUND OFF e SIGN LEGEND: 16" WHITE ZONE r'' 5" 11/9/17 LRL co .CONCRETE CAP -- �_ . 4"0 DIA. SCHED. 40 " ORS 98.810 to ` � \ .;;.. .. d 33 &) GALVANIZED STEEL __ _ �3Y SIGN NO. OR7-8 98.812 %"X18" REBAR A STEEL PIPE, #6 ® 1.0' LONGS a_ CONCRETE FILLED, /i....____9"... / mo (TYP. 2 PLACES) (PAINTED YELLOW) NOSE DOWN CURB DETAIL 12 1 6 ;\� �� N SCALE: NTS $ VAN ¢ w ISSUE DATES cid rn SIGN NO. R7-8P o ``'-3 a EXIST. GROUND U SECTION DESIGN APPROVAL: ACCESSIBLE a_ H " 2"ry ID GALVANIZED STANDARD - ; PERMIT SUBMITTAL: _ T = T / 30 i STEEL PIPE, ROUND OR --," IIII=11 \ " PERMIT RECEIVED: N 1 14: : \ TRAFFIC LINE WHITE PAINT SOLID (TYP.) SQUARE, ¢ MANUAL OF UNIFORM X11111- >. : I 1 ::- �I�I � Z ,,, 4 MIN. in _ WITH CLOSED TOP a - TRAFFIC CONTROL DEVICE (TYP ) BID DOCS: IIII=11 's:.l I. ,'. -1111= 1-- 111g11..%.:;.1 ^ Q R7-1 CONCRETE FOOTING =VIII=' !:.I 1:•::. : �I�11=� o "0„/-/-/-30" y 30"��\ (ASTM A120-65). w CONSTR. DOCS: IIT III EI'%;:'�I I,' { 11111_ �' 30" l` FASTEN SIGN TO POST -'�'- ca Cl)C12" X 18" a, _ i.� I PER MFG. RECOMMENDATIONS � _ 11111 :. :. 111 -1 PER 18„ NOTES: IIIIII�h,;; , 1111E= � o =11111 III,$ I 1 1111=1 L 6" SEE SITE PLAN FOR t 24"x36"SCALE: N/A / LOCATION AND CONC. 1. PLACE NO PARKING FIRE LANE 6 MIN. PLOT DATE: 11-09-2017 MIN. DIRECTION \ SIDEWALK ` TOW AWAY ZONE SIGN, ORS 98.810 6("T 72" ES NOTES: 18" TO 98.812. CAD FILE: 3 1. FIRE HYDRANTS SHALL HAVE A 3 FOOT CLEAR SPACE MAINTAINED AROUND THE 36" \ 12" DIA. CONCRETE o0 2. PAINT CURB RED AND MARK "NO 6.� JOB NUMBER: 15-133 b CIRCUMFERENCE EXCEPT AS OTHERWISE REQUIRED OR APPROVED BY THE FIRE FILLED POST HOLE j PARKING FIRE LANE", AT EACH 25 b CHECKED: ---- o MARSHALL. _ FEET. LETTERING SHALL HAVE A DRAINAGE a 2. GUARD POSTS SHALL BE INSTALLED PLUMB 18" \\ STROKE OF NOT LESS THAN ONE < SLOTS DRAWN: LRL cs4INCH WIDE BY SIX INCHES HIGH. 9"� STATUS: BUILDING PERMIT 0 3. CONCRETE SHALL BE 3,300 P.S.I. (28 DAY) AND PLACED AGAINST FIRM �\ \ 6"- CN UNDISTURBED NATIVE SOIL AND SHALL BE THOROUGHLY CONSOLIDATED. 4' 18" ," , -18" 12"-/ Q HANDICAP/NO PARKING SIGNPRECAST CONCRETE WHEEL SITE DETAILS BOLLARD DETAIL i:-1 -3 DIRECTIONAL ARROWS DETAIL 11 DETAIL 10 STOP DETAIL 9 b SCALE: NTS C4 .0 SCALE: NTS C4.0 SCALE: NTS C4.0 SCALE: NTS C4.004 • 0 0 co I ♦ % r.--)�/ I ' NI y4 XO dpi SPECIFICATIONSJ z STORMFILTER CATCHBASIN DESIGN NOTES 1) BALL WELDED, SOLID CONSTRUCTION, p E STORMFILTER TREATMENT CAPACITY ISA FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. 1 CARTRIDGE CATCHBASIN Y" PL. BODY, WITH Y4" PL. GRATE • \ w ( • HAS A MAXIMUM OF ONE CARTRIDGE. SYSTEM IS SHOWN WITH A 27'CARTRIDGE,AND IS ALSO AVAILABLE WITH AN 18"CARTRIDGE. STDRMFILTER J� I- FRAME. LYNCH, GRATEMASTER OR ��_ CATCHBASIN CONFIGURATIONS ARE AVAILABLE WITH A DRY INLET BAY FOR VECTOR CONTROL. + Q PEAK HYDRAULIC CAPACITY PER TABLE BELOW. IF THE SITE CONDITIONS EXCEED PEAK HYDRAULIC CAPACITY,AN UPSTREAM BYPASS STRUCTURE IS APPROVED EQUAL. REQUIRED. 2) COATED INSIDE AND OUT WITH 144 a ACCESS COVER CONCRETE COLLAR CARTRIDGE SELECTION ASPHALTIC PAINT. AND REBAR TO MEET CARTRIDGE HEIGHT 27" 18" 18"DEEP 3) SUPPLIED WITH EIGHT ANCHOR HS20 IF APPLICABLE BY ;4 i a r• •, aMINIMUM HYDRAULIC DROP(H) 3.05' / 2.3' 3.3' BOLTS EACH. • . •• • • Y CONTRACTOR ,1-4,.- . • .'11 ', ,4 . i SPECIFIC FLOW RATE(ppmisf 2 gpmfft' I 1 gpmfft' 2 gpmlft' 1 1 gprnlft 2 gpmlft' I 1 gpmtft' �'• �' - . '. . • CARTRIDGE FLOW MIT(gpm 22.5 11.25 I 15 7.5 15 7.5 x , 4) DUCTILE IRON GRATE. L . • y PEAKHYDR4ULICCAPACETY 1.0 1 1.0 1,8 28 HEAVY DUTY TRAFFIC--_/ A `s`•:IA,fi•d*O•ip •+ •a*�.�•++�•�••• a a " { A INLET PERMANENT PCOLLEVEL(A) 1'-0" / 1'-0" 2-0" SAW CUT EXISTING A.C. GRATE """"' TO NEAT STRAIGHT - IP' *:......�`#... .• a " �, ,". '•. w OVERALL 4'•9" 3'-9" 4'-9" • - •••4104 .O.46 " , -J.' iN GENERAL NOTES LINES. 4•• 1: 4r.•,•••••*/••••• •,i x _ " " { C.° 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. PAVED AREAS UNPAVED AREAS ' •i•i•�•i•�;i•�•1• + i� '.' 1 2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STORMFILTER CATCHBASIN STRUCTURE DIMENSIONS AND WEIGHTS,PLEASE CONTACT YOUR """"� 4ESURFACING MATCH ''+. • _ CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.ContechES.com EXISTING A.C.A.'; _a : :. ' ? :•• . 3. STORMFILTER CATCHBASIN WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN EXISTING PAVEMENT DETECTABLE ' _A . • • . - , ,�_ VANED INLET GRATE THIS DRAWING. PAVEMENT " . •- ' • � � ; - . 4•' 4. INLET SHOULD NOT BE LOWER THAN OUTLET. INLET(IF APPLICABLE)AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY I (SOLID COVER OPTIONAL) I SECTION WARNING TAPE CONTRACTOR. �\ 5. STDRMFILTER CATCHBASIN EQUIPPED WITH 4 INCH(APPROXIMATE)LONG STUBS FOR INLET(IF APPLICABLE)AND OUTLET PIPING. STANDARD \\\\\\\\\�� \�/ // >/'�' Y".. 2-4" 2'-4" OUTLET STUB IS 8INCHES IN DIAMETER. MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE / AC PAVEMENT SECTION INSIDE RIM INSIDE RIMS USING FLEXIBLE COUPLING BY CONTRACTOR _ // //{//,/ / / 1'-0" 4'$Y4" 6. STEEL STRUCTURE TO BE MANUFACTURED OF 1/4 INCH STEEL PLATE. CASTINGS SHALL MEET AASHTO M306 LOAD RATING. TO MEET H520 LOAD �., f I `�0- / \ - GOLIAR OUTSIDE RIM RATING ON STRUCTURE,A CONCRETE COLLAR IS REQUIRED. WHEN REQUIRED,CONCRETE COLLAR WITH QUANTITY(2)#4 REINFORCING BARS TO a -•i/ %\ /\ } J RIM PER PLAN \ BE PROVIDED BY CONTRACTOR, 7. FILTER CARTRIDGES SHALL BE MEDIA-FILLED,PASSIVE,SIPHON ACTUATED,RADIAL FLOW,AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE p /� �l . / PLAN VIEW 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 37 SECONDS. CI - �� \ : : �7 L,I 8. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY(gpm)DIVIDED BY THE FILTER CONTACT SURFACE AREA(sq ft). -141111111. 0 : : w U ~ INSTALLATION NOTES ::i.i..i.` •9• �� \ /% CO a f-.-.-.-4 12" fli..4.-.p+ A. ANY SUB-BASE,BACKFILL DEPTH,AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY . �� /,\ _ Q .� -� . • . ENGINEER OF RECORD. I- <7 ,...„.\\, /\ •. (n cr)0 Q U.N.O. N'O Q B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CATCHBASIN(LIFTING CLUTCHES 4 0 \ OUTLET PER PLAN PROVIDED). \ \ i C. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. If) are . •• 0 1/1111 j\ / dip _-_I I OPTIONALLES ��,. \\./\�\\/��\:: �\ COVER_- ill HINGED _� �fi;. TYDEC. BENDLU -2 D" 4' # 2�" / SLOPEO LID FLOABAFFLE U ::::: ��•�a�7. a_ �� II U Z r B ..�---I PERMANENT LIFTING EYE 1-CARTRIDGE CATCHBASIN C 21 MIN. A80VE OUTSIDE QF PIPE BELL w L� �" POOL ELEVATION {TYP.OF 4} = a Cr STORMFILTER7.-- DATA Q �-� vaik.t I VARIES FINISHED GRADE G - Ail O Q D Lel . _ - - - - - - �T STRUCTURE ID 6 Q = [z w P, r. a; WATER QUALITY FLOW RATE fcts] U.02 LLJ0 _ a \ _� wO D N 7 "'f I a y� PEAK FLOW RATE �1 cfs) 0.2 0_`U r O�� ` n 1 # `�, I RETURN PERIOD O PEAK FLOW(vrs) 25 Q 0 C _ cel 41\4" rn >✓ARTRIDG F OW RATEi m 15F = - p z WEIR WALL ��. J:::._ ` - ) l� I- O STORMFILTER �_ �_5" = MEDIA TYPE CSF,PERLITE,� G,GAC,PHS) PERLITE 00111,16qdik CARTRIDGE FILTRATION -"*"..i „ - C/7 (5 C7 BAY INLET FILTRATION BAY 5, RIM ELEVATI�N 173.97' �. a OUTSIDE J ' IP 24 4 = Lu z LD INLET I ', 4 DIAMETER !� a ::: GRAVEL BACKFILL I 0 T E �J FLOW INLET STUBA: 171.67' DIAMETER Lij Q w Q •� •�,� •, �' , Q CO o { �, ] en 15,...„ ....i ] z LU Q z • •� • • 0 -___> I * I I= INVERT ELEVATION t, < o estPERMANENT ---- �? OUTLET STUB 171.67' 8" EI� 0 �; . r''� .I" �� <,ea�" �� (I.E.) AS SHOWN z M POOL ELEVATION INLETS UB INLET STUB CONFIGURATI d iia _ �¶: •; I _- .i " �.� <�,•' �• ` = I• 24 SQ. / ON PLANS Z 0 M w a ..., / (OPTIONAL) OUTLET STUB OUTLET OUTLET w C� C) - ��ia _ e. ' _ l(OPTIONAL) rf� +�,�+� •� ` O ct O te CARTRIDGE r ,•.\) C) Q fie' Ir AM - Ln SUPPORT -- - OUTLET PIPE INLET'. 101 INLET \ .•_. : : : ... , +,Wj �- .. . = O -� � �+-. I �•0�. h�� •in y�:°.... __ 45 DEC.DEGBEND a o> 2 3 FROM FLOWKIT 6 MIN. BEDDING _ _ _ _ g FLOW KIT INLET INLET ; - ': ...........: ` ' : ........-. \ = )'� -� (TYP.) CLEANOUT : L - BELOW OUTSIDE W. _- CATCHBASIN FOOT2',0" . . . . 7 �" fl- �� B ACCESS PLUG CATCHBASIN FOOT SLOPED LID NO F3 (TYP.OF ON WEIR WALL INSIDE (TYP.OF 4) SOLID COVER NO r / r _ I ,• OF PIPE BELL -_ • • O • • 11 n 2-0]55 NOTES/SPECIAL REQUIREMENTS: �s �6 UNDISTURBED EARTH -11111111111 ( 11111 � tOr uCS[ y OUTSIDE t -,iii-lm-11111-11111 1 1 1 1 1-1111 1- S E L I 5 Ti)R •1C; C 1 SECTION A-A SECTION B-B E III 0CNTECH' 1 CARTRIDGE CATCHBASIN J Q y TMSbrmFiltr' ENGINEERED SOLUTIONS LLC STORMFILTER TRENCH BACKFILL BEDDINGU x StormFilter' z www.ConteehES.eam 9025 Centre Pointe Dr.,Suite 400, West Chester,OH 45069 STANDARD D DETAIL �1/ si B° 1122 513t�7°� 5135-7993 FAX AND PIPE ZONE D ETA I L 3 TRAPPED CATCH BASIN D ETA I Lr"--1 L.L SCALE: NTS C4" 1 SCALE: NTS 4. 1 O u tin�1.A. W iali rn LL < .J c/ W coO STORMFILTER DESIGN NOTES HSTORMfILTER TREATMENTCAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES(7). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM 7 CARTRIDGES. - - w 072"MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.5 CFS. IF THE SITE CONDITIONS EXCEED 1.5 CFS AN UPSTREAM BYPASS STRUCTURE IS H y, } REQUIRED. CARTRIDGE SELECTION J OUTLET A CARTRIDGE HEIGHT 27" 18" LOW DROP / to 1111 J _Ut c , r... L ,..,:'..•• •: SUMP RECOMMENDED HYDRAULIC DROP(H) 3,05' 2.3' I 1 1.8' SPECIFIC FLOW RATE 9pmis 2 9Pmmx 1 9Pm ' 2 9Pm ' 1 gpm Irgpm/fr 9Pmm 1 gpmflt' ° ° c) t CARTRIDGE FLOW RAY (gpm 22.5 I 11-25 15 1 7.5 I\10 )I 5 U z FLOC 11:• C' I Allitlik "---.----"- _ _ \ 0 U)ilk i . (7.) 0 Nr ti G- INLET : ' '� ■ /I/ 18" /1"/ Ct < 1-1-1 011,1111;mr4or14 ,s is■ OUTLET PLAN 12 O 72"I-D.MANHOLE SITE SPECIFIC STRUCTURE DATA REQUIREMENTS Hi I U) o RISER O.D. MECHANICAL '""' Q (as")O.D. STRUCTURE 1D 2 CAST IRON FRAME & COVER TO r� I� CO TOP SLAB ACCESS WATER QUALITY FLOW RATE(cfs) 0.09 FINISHED GRADE IN PAVED AREAS. +)r MIN. GASKET W/ GASKET ( ) Z -- SEE FRAME AND \ PEAK FLOW RATE(cfs) 1.23 / /�- CAST IRON FRAME r ~ COVER DETAIL \ RETURN PERIOD OF PEAK FLOW(yrs) 25 ''=`"' #DFCARTRIDGES REQUIRED 5 A.C. OR CONCRETE PAVING OR OTHER i SET IN CONCRETE. PLAN VIEW CARTRIDGE FLOW RATE 10 STANDARD OUTLET RISER , I MEDIA TYPE(CSF,PERLITE,ZPG,GAC,PHS) Pertite SURFACE REVISIONS FLOWKIT:42Ari . PIPE DATA: I.E. MATERIAL DIAMETER k N0. DATE BY _ __ INLET PIPE#1 170.27 PVC 6° NOTE: 4" MIN, i-1111 '. 1 -1 A MAX, i i>`'-p: iiMr:: INLET PIPE#2 170.27 PVC 12" I- l n 2/8/17 LRL 1. CASTING SHALL MEET H2O -._. OUTLET PIPE 168.47 PVC 12" 1 ,. �.y -i / LOAD REQUIREMENT. •. -III x x x ! \ 11/9/17 LRL RIM ELEVATION I 175.03 ' 12 X18 X18 ANTI-FLOTATION BALLAST WIDTH HEIGHT 2. PROVIDE RISER AND MATERIAL -I - ;•..:, • ,. . �3 - TO MATCH CARRIER PIPE. (U.O.N.) _= 1.1 i I'_' 1 1 - �i 1 1 1-1 I i_ 3,000 P.S.I. /� F� CONTRACTOR TO GROUT TO FRAME A N D COVER NOTES/SPECIAL REQUIREMENTS: I 1111_11. _ I I I--- CONCRETE PAD /4\ V/) FINISHED GRADE x Ti: a (DIAMETER VARIES) PROVIDE Ya CLEARANCE FOR 11: ,A GRADE N.T.S. •PER ENGINEER OF RECORD CONCRETE PAD AND RISER PIPE. RING/RISERS N- o � �� ISSUE DATES T-;---'c • 1 , DESIGN APPROVAL: .'R,• GRANULAR TRENCH BACKFILL D`_�� H . { c - RISER PIPE PERMIT SUBMITTAL: O •• Imo,, •, FLOATABLES 1�ECONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 45'L NOTES SHORT BEND . LOA ABLES -d� PERMIT RECEIVED: N 2 DIMENSIONS MARKED WITH()ARE REFERENCE DIMENSIONS- ACTUAL DIMENSIONS MAY VARY. t` STORMFILTER :, BAFFLE 3- FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS,PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS • , l 4.' • `n is• CARTRIDGE LLC •REPRESENTATIVE. www.ContechES.00m ��J hM� v� BID DOCS: s E 4- STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS ► 1 WYE BEND �., , --- + �� I, STANDARD WYE WITH PLUG INSIDE HEIGHT 5- STRUCTURE SHALL MEET H520 LOAD RATING,ASSUMING EARTH COVER OF 0'-5'AND GROUNDWATER ELEVATION AT,OR BELOW,THE . . ! 4.11101' i CONSTR. DOCS: _..--�, 6' TYPICAL OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION, CASTINGS SHALL MEET AASHTO -� �,�v..��. �_e' ' �' AND RUBBER GASKET. '•' 1 6. M306 AND BE CAST WITH THE CONTECH LOGO. - - ?" I FILTER CARTRIDGES SHALL BE MEDIA-FILLED,PASSIVE,SIPHON ACTUATED,RADIAL FLOW,AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL HYDRAULIC DROP BE 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BEAT LEAST 39 SECONDS. - - - - 24"x36''SCALE: N/A INLET PIPE '• (H)INLET INV- 7. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY(gpm)DIVIDED BY THE FILTER CONTACT SURFACE AREA(sq ft). 1 TO OUTLET INV. 1 ----=--0- c-7- , - - PLOT DATE: 11-09-2017 �: 1 INSTALLATION NOTES 'SO x� •w 1. ANY SUB-BASE,BACKFILL DEPTH,AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE A ` �vv COD FILE: N ' .1.•y :•i• 1; SPECIFIED BY ENGINEER OF RECORD , cc-/ A J-ti r---PC , ",'' v �v� 1 r`A .-.':•":;•,'Y. 7 .7. :::• k'.'. r 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE ? �" i JOB NUMBER: 15-133 _p, / CONTRACTOR INSTALL IN SECTION A-A CHECKED: ---- FLOW KIT 3. TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. iEs OUTLET SUMP 4, CONTRACTOR TO PROVIDE,INSTALL AND GROUT INLET PIPE(S). 5, CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STDRMFILTER EQUIPPED WITH A DUAL DIAMETER HOPE HOPE OUTLET RISER- OUTLET STUB AND SAND COLLAR. IF OUTLET PIPE IS LARGER THAN 8 INCHES,CONTRACTOR TO REMOVE THE 8 INCH OUTLET STUB AT MOLDED 1 IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR. DAWN LRL N SECTION A-A 6. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. STATUS: BUILDING PERMIT CD CONTECH NTECH' SFMH72 N • ENGINEERED SOLUTIONS LLC STORMFILTER STANDARD CLEANOUT DETAIL 2 w StormFilter' www.CdntechES.com Er .s.�.74.-Ei-ZE a"XLIF 8025 Centre Pointe Or.,8u1fe 400, West Chester,OH 45069 STANDARD DETAIL [/�, UTILITY D ETA I LS .� 600.338-1122 513-845-7000 513-645-7993 FAX SCALE: NTS V . 1 0 et E- 0 C4 • 1 THE DETAILS ON THIS SHEET WERE PREPARED BY PUBLIC AGENCIES AND EQUIPMENT SUPPLIERS. THE RESPONSIBILITY OF THE PROJECT ENGINEER IS LIMI TED TO THE SELECTION �7 .�\` OF THESE DETAILS AS OUTSIDE OF WITHIN 7'-0" - 8'-0" PUE 1 APPROPRIA TE TO THE PAVEMENT PAVEMENT 'I : PROJECT. 5'-6" SIDEWALK ..��I• - y';li, �!; �t.��i !'■;til:Ir/Afi ,aL.l LaJ 4 • 13 . .. . - •• .. .• �i,;rf IIviiii•. . / . 4* 18" CAST IRON 910 BOX /�/�/`�/��/�! PROVIDE 24" BY 30" MIN SERVICE UNE DEPTH /� •'�• 12"x20" ROTOCAST METER BOX, WATER METER ; CO '� 4" THICK CONCRETE ".'•_,,•' A _ / W/12 x20 COVER W/5-1/2 x11" 3 CAST IRON INSERT WITH NO �. PAD (SEE NOTE 4) TOUCH READ HOLE IN THE. TOP PLAN HAND TAMP BACKFILL OR INSERT. NO HINGED INSERTS METER BOX AROUND TOP SECTION 6" MN. �� `�` 1 r12" MAX. SIDEWALK ADJACENT TO CURBDOUBLE CHECK I 1" UNION EACH SIDE 5'-6" 5'-O" 8'-O" PUE [VALVE ASSEMBLY 1Ii��t�l1nr ��; .. ,i�i��I,'RIC TO IRRIGATION 6" 11 ASTM 3034 PVC I":,Ill f J„ ` I 1'-6" e GI I SII so% -e.,(.m I• •■ �� " A `�� -, -- •/�i�i jr.r..i.✓.✓.i.�i.�� s � j \ 24 TO RESIDENCE \OPERATING NUT EXTENSIONFI `j�• �j��;•�•�';::. _ . - - _ ::::::::14 ..rrl % `V!(SEE DETAIL NO. 505} - • ''•,• '.• ,,. - 30" MIN SERVICE LINE DEPH) „ „ +„• :‹ G �■i1:Ci�PI�+r ;i�I�IT��Ei 12„ PLAN 12x20 ROTOCAST M1111 ' I W/12"x20" COVER W/5-1/2"x11" WATER METER '�." �'• •• METER BOX CAST IRON INSERT WITH NO ��,e4 l ;Sri,•a> -r ._I, DOUBLE CHECK Fri :.;.ti ;Sri,. � •-,.. TOUCH READ HOLE IN THE TOP , =19 '%�i�4 ' 4 A lik, '°e. VALVE ASSEMBLY 0 OR INSERT. NO HINGED INSERTS .... � `'� / `' _J L! f CRUSHED ROCK BASE i i ��`�f`J�`, / r ►',7�� v SIDEWALK WITH PLANTER STRIP AT CURB �j1j��jj� J��jl „ ' z ? - - �• `• �- 12 - 18 -- a ELEVATION �f�� ff� Lu _ - NOTES: s srli:' :;8 ;� r�,�1Yom! 0 M ' < /�\/�� / .,11. SURVEYOR TO INSTALL TEMPORARY HUB CUSTOMER SIDE BOX SPECIFICATIONS „•� f �Ir 6" �r *EX,‘ / / / / /• AND GUARD STAKE AT LOT LINE FOR `��,i 1 •. ...�.• ••I4 r �.i�•i o NOTES: ,�� METER INSTALLATION. I % ;y DEVICE SIZE BOX TYPE 1" rr.•.1! �� jii,: �� .. o � i"\� '��/ UNION EACH SIDE ,•/.;•l�. .�..,�' cn c� ca 2. BOXES SET IN CONCRETE SHALL BE " 3 4" - 1" BROOKS 1 1 SERIESOR '',e��.• '' *s`.'1•ti • •• NOT TO EXCEED 1) VALVE BOX NOT TO REST 8-10 / 0 S # 4 9 EQUAL NEXT SIZE LARGER. 2' SEE PLUMBING CODE • 24" DEPTH o = Ir E ON OPERATING ASSEMBLY. 3. CENTER OF METER BOX TO BE OFFSET = • FOR DEPTH OF 1 1/2" - 2" CARSON 1730D P15L OR EQUAL o 0 2) OPERATOR EXTENSION 1' FROM PROPERTY LINE. r� C l- ' COVER CRUSHED ROCK BASE ELEVATION Lu g z zi.M t REQUIRED WHEN VALVE NUT 4. BANKED METERS WITH SHARED SERVICE _*:••. Z Cl,, a q. '_' ' INSTALLATION SHOWN IS ONLY A SUGGESTION. 0 0 ix 0 LINE TRENCH SHALL HAVE 18" MINIMUM INSTALLATION SHOWN IS ONLY A SUGGESTION. d iia a I IS DEEPER THAN 3 FEET a� 24" DISTANCE BETWEEN TAP INSTALLATIONS. 4" MIN FROM FINISHED GRADE. 5. IF WATER METER IS LOCATED IN A 3/4"-0" METER 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. 3) CENTER VALVE BOX ON SIDEWALK AREA THE BOX SIZE WILL BE ROCK ANGLE BALL METER VALVE 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. AXIS OF OPER. NUT. ARMORCAST 17"X30"X12" RPM 20K WITH MUELLER 1" B24258N (THIS IS 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST 4) PROVIDE 24" SQUARE BY 4" THICK A ONE PIECE 17"X30 RPM 20K COVER COCKS IF BELOW GROUND INSTALLATION. 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST is StorQuest. AN ALL 1" 300 PSI BALL ■ OR EQUIVALENT. IF TWO METERS ARE COCKS IF BELOW GROUND INSTALLATION. CONCRETE PAD AROUND VALVE 24"--1OR EQUAL BANKED IN SIDEWALK AREA THEN VALVE NO LEAD ANGLE STOP) 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, SELF S T43 A AL;E I BOX OUTSIDE OF PAVED AREAS DISTANCE BETWEEN ANGLE STOPS WILL AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD BE 24". 1" TYPE "K" SOFT COPPER TUBING FOR INSTALLATION. AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS - SEAMLESS FOR INSTALLATION. 0 CITY of TIGARD Br. NO SCALE CITY OF TIGARDNED BY: NO SCALE CM Y OF 71GARn NOAPPROVED RIR SCALE OREGON THEODORE S. KYLE, P.E. OREGON LORI FAHA. P.E. OREGON LORI FAHA. P.E. CITY OF TIGAIO7 APPRotiEb BY NO SCALE ` , • DOUBLE CHECK OREGON THEODORE S. KYLE, P.E. IRRIGATION DOUBLE DWG. NO. U ENGINEERING DIVISION TYPICAL GATE DV/G. NO. = ENGINEERLNG DIVISION DWG. NO. ENGINEERING DIVISION ENGINEER DWG. NO. rri! ENGINEERING DIVISION PUBLIC WORKS I♦, - PUBLIC WORKS DEPARTMENT . PUBLIC WORKS DEPARTMENT OTT DOWER 1312511111 IC DEPARTMENTLVD. an 503 13125 S.W.HALT.BLVD. arr 1 " WATER SERVICE13125CS.R SDE HLVD. fY < TIGARD,S.W.S.W OREGON 47223 JANUARY 2011 VALVE TIGARD,OREGON 97223 MAY 2016 13193 S.W.BALI.BLVD. il PUBLIC WORKS HALL BLVD. 520TIED'OREGON 97223 JANUARY 2011 ASSEMBLYCHECK ASSEMBLY BLY 5 3 �I TIGARD VOICE: 503 639-4171 TIGARD VOICE:(503)639-4171 0 LL ( ) APPROVAL WAIF FAX (503)36sa-7297 APPROVAL DATE GRD VOICE:(50.3)639.4171 TIGARD,OREGON 97223 JANUARY 2011 PAX. (503)6847247 FAX: (503)684-7297 APPROVAL DATE FAX: (503)6847297 APPROVAL DATE Emm I IWI IVV' r l� ` • I I Ir f CITY WATER DEPT STANDARDS PLUMBING CODE H 2.0'-- W SIDEWALK ADJACENT TO CURB WW 0 THRUST BLOCK CITY APPROVED i Q ji, 1 > BACKFLOW DEVICE FLANGE COUPLINGBREAK FLANGE SIDEWALK 18" CAST IRON 910 �n RETAINER GLAND ADAPTOR MIN 6" MAX;18" 3" MIN• VALVE BOX TOP 1. PVC HUB SHALL CONFORM TO ASTM 3034, SDR 35 DRIVE INTO CENTER OF v, >- RUBBER SLEEVE AFTER SLEEVE IS PLACED IN HOLE. rn - LL 12" MIN 'j/ I*tc ± _ -•FLOW �II■r.r� 1:-1'I ■ `, ' ' •C 1 7' �e A f I.'I' �� r4^MEGA FLG �ci op l % --- 1 1 4DRAIN •r „1.., �.iit`•�5, '. ` r" a"-0 IJJ = Z -- III I FIRE DEPARTMENT / ROG ��1V/ I ! I U FLG OR EQUAL �� ■ • -' 1:�, ��,I/��/�/,/>�I1 _ u_ 0 CONNECTION •�� TAR PAPER (MOISTU ✓•.� •�. j�•,/ ti I 2. STAINLESS STEEL BAND SECURES UPPER HALF OF RUBBER SLEEVE TO THE 0 (0 6 MIN. ` 0 OPTIONAL AT THIS . • PVC HUB. STAINLESS STEEL BAND SHALL BE 300 SERIES, 9{a" BAND WIDTH, �/ ►••� �. 6" DUCTILE IRON PIPE •, CADMIUM PLATE() CARBON STEEL, AND ATTACHEO WITH HEX HEAD SLOTTED 1 I Q w LOCATION •: i 1..` OSHA APPROVED LADDER 24" MIN �'' a� RESTRAIN ALL JOINTS WJ SCREW. 0_ O ,• i WITH ALUMINUM LADDER -�'••,::_ �,�i,,,; . FIELD LOK" OR EQUAL GASKETS 001 � ;� I V EXTENSION BY UTILITY �„ •/% �1II - ' ��'I, Iii >� LJ �I: I Cn D VAULTHF- "E\.: ••-- II-4 ' `` j W oCC CONTRACTOR TO SEAL ALL `� -� , 4 ,� !/%y 3. COMPLETE RUBBER SLEEVE INCLUDES A MOLDED SEGMENT THAT HOLDS IT IN 1 .t PLAN OPENINGS IN VAULT WITH v r r•��/ 6" MEGALUG RETAINER , `V imp 4!/ i (\I NON SHRINK GROUT PRIOR �./ GLAND (EBAA IRON) '!"- TO -TO BACKFILLING CONCRETE PIER r 3" MN. 6" MAX. 6" GATE VALVE j tBLOCK FLG. x M.J. REVISIONS DRAIN T GROUND LINE -� /� DAYLIGHT CURB OR M.J. x fi" FLG. TEE SIDEWALK WITH PLANTER Z.O' ~- NO. DATE BY 3" MIN CLEARANCEt j 1=') i / STRIP AT CURB Q A 2/8/17 LRL 1 ON OPENED SIDEWALK 1 � 11/9/17 LRL -- T - OS&Y VALVE ��., MIN' BREAK FLANGE 3 s MEGA FLG OR EQUAL _.___ _ D - - ,INLINE CHECK VALVE `---,�- : - I'`1/`` �y1e�� .k • - i (� fJI01ES: / /4V -1.4 . \A142 •.o�: A .. • • :f :�• - rte r. rr�I'..wl.�� /.i Lli// ,L, a CONTRACTOR TO INSTALL s�I�C■Iliill I+.+��;lawr�,'awll�I■ RODENT 1. HYDRANTS TO BE MUELLER CENTURION, A-423,(OR APP'D EQUAL) 6" MJ, 5 1/4" i• •.... •; = of ' a : a' ' • � /b\ CONCRETE BALLAST 3 CU. YD. �,; SCREEN MVO 3 PORT •-- TWO 2 1/2" PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING: �� - {SSUE DATES MIN. WHERE FLOODING OR I STANDON I 1----- A. OIL RESERVOIR HIGH GROUNDWATER EXIST (TYP ) -----4.' -DRAIN TO DAYLIGHT OR B. BRONZE ACTUATION NUT DESIGN APPROVAL: INSTALL SUMP PUMP C. BRONZE SEAT RING PERMIT SUBMITTAL: 10 D. WEATHER SHIELD CAP ELEVATION CONTACT CITY FOR E. SAFETY SLEEVE COUPLING PERMIT RECEIVED: PUMP SPECIFICATIONS F. THREADED NOZZLES WITH "0" RINGS N G. NATIONAL STANDARD THREADS a • 4 . v BID DOCS: 2. SAFETY CHAINS TO BE REMOVED. a CONSTR. DOCS: 12" MIN 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED t �� 3 24" MAX BY DISTRICT FIRE MARSHALL. cri FIRE DOUBLE CHECK VALVE ASSEMBLY FLOOR TO BOTTOM 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. .35 MINIMUM WALL THICKNESS 24"x36"SCALE: N/A UTILITY VAULT OR *EQUAL BILCO DOOR OF DEVICE 5. NO OBSTRUCTIONS WITHIN 3' 0" RADIUS OF HYDRANT. eN SIZE WITH F.D.C. WITHOUT F.D.C. OR "EQUAL 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. NOTE: PLOT DATE: 11-09-2017 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPROVED 1. ALL INSERTA-TEE HOLES SHALL BE MACHINE DRILLED AND CORED. N 4 675-WA 577-WA J-5AL CAD FILE: r--) 6 687-WA 676-WA J-5AL BY ENGINEER. 2.1NSERTA-TEE ARE ALLOWED IN NEWLY CONSTRUCTED SEWER MAINS 12" AND tal 8 5106-LA 687-WA JD-3AL 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS, LARGER INSIDE DIAMETER (I.D.). JOB NUMBER: 15-133 -ID10 5106-LA 2106-LA JD-3AL 9. INSTALL A STORZ HPHA50-45NH PERMANENT HYDRANT ADAPTER (OR EQUIVALENT 3. SEWER MAN SHALL BE TWO SIZES (NOMINAL I.D.) LARGER THAN NE ]NS RTA __-- ) -TEE. CHECKED: * CITY ENGINEER APPROVED EQUAL ON THE 4 1/2" PORT. 4. HOST PIPE SHALL BE MINIMUM .35" WALL THICKNESS. 0 o DRAWN: LRL APPROVED BY: O CITY OF 77GARD APPROVED BY: CITY OF TIGARD NO SCALE NO SCALE n OREGON THEODORE S. KYLE, P.E. DOUBLE CHECK DETECTOR ■ OREGON LORI FAHA. P.E. rip, ENGINEERING DIVISION DWG. NO ENGINEERING DIVISION QTY FIRE HYDRANT DWG. NO. I N S E R TA- TEE STATUS: BUILDING PERMIT PUBLIC WORKS DEPARTMENT ENT OTY DIGIH� II PUBLIC WORKS DEPARTMENT CD a. 13125 S.W.HALL BLVD. O - 13125 HALL BLVD, VALVE ASSEMBLYTIGARD,OREGON 97223 AUGUST 2015 ASSEMBLY CN 13125S.W.STIGARD,OREGON 97223 JANUARY 2011can air erv1CeS �, TIGARD VOICE:(503)639-417/ 533 1� VOICE:o3��aai X171 ,L a, �� REVISED 12-06 Our commitment is clear. STANDARD DETAILS U PAX: (503)684-7297 APPROVAL DATE ( ) DRAWING NO. 530 O 0 b C4 . 2 J symbol tag botanical/common names: size (quantity) COVERED SOIL VOLUME PLANT MATERIAL LEGEND m 0 ARBV ARBORVITAE/THUJA OC. EMERALD GREEN: 6 FT. HT. (48) ,G1 ER � 74 • 0' 10 20 40 FT. AREA TO HAVE 3 FOOT -'` TREE NUMBER 71 , ,,, , \ 12 /r- _ ® CAMY ---/CAMELLIA SASANQUA 'YULE TIDE': 48" TALL, DENSE FOLIAGE (64) ,6 ; DEEP SPECIAL SOIL TO cn r ,10E PERCIVAL F• O MEET REQUIREMENT FOR . 'MATURE CANOPY Ca '13,, SCALE ADJACENT TREES "COVERED i, 01 r1 ® DVIB DAVID VIBURNUM/VIBURNUM DAVIDII: 30"X30" HT. AND SPREAD �s OREGON ��fq 6' SOIL VOLUME". TREE SYMBOL (154) c�P� � �� SOIL MATERIAL, PLACEMENT, ;,�,�,` 0 ORGP OREGON GRAPE/MAHONIA AQUIFOLIUM: 36" HT. (MIN.), 3 CANES, (8)ORGP (8)PMP SW PAC/FIC HIGHWAY OTHERODEOTAILS ALL BE IN r 1506 FULL GREEN FOLIAGE FROM TOP TO BOTTOM (68) � � (4)DVIB- TREE ROOT BARRIER (TYP) ACCORDANCE WITH CITY OF EXISTING TREE TO BE REMOVED (47)RUBUS- TREE NUMBER TIGARD'S REQUIREMENTS. `� es. OTTO OTTO LUYKEN LAUREL/PRUNUS L. 'OTTO LUYKEN': 30"X30" HT. AND (12)VBOX .____.- CANOPY 'DRIP LINE' SPREAD (38) 5 ORGP (5)VBOX __\ - - - 4 5 - 6 ��'-. ,-'` 7 8----„------ 9--- ,, 1523 e VBOX VARIEGATED BOXWOOD/BUXUS 24"X24" HT. AND SPREAD (67) - -rt_'....r . ;t" r..,. .:� ,�. _ `•*. :a .;,> .'� . >.-� a+K.• jt4' 0 EXISTING TREE TO BE PRESERVED 5 ,• ' �;, y+AO.••,a,. A ,. „V.i.:',`'Z i•` t.0.' +• �.. i ' x''V :,7..4% (' -- • �' � : :,.�a��► AND PROTECTED. �. , •^ .+egp.w_-�.�SnM'�2i�R ZBE" -.`oL`v ilIft!t-•^-- WYi11111; .'4�'"'-"'"'1!C 0.1.7 .ift",V RIlki'r .""` rT1011r11111W'.' '' .'jFfYF Litinl.. ''"'k'S w- ,' .1 �'r� .: , 7, � \, '�� . ., 'e��`. w' ,,. 7,. � �� v .,2.:,V® ��, (9)KOU • • • *- I ,...,.-.„,-r,,,„,...4„. :��Y_�� _ .1'�,��,' _ _�`.• -�' ___ _ ��• r-J,�,.� '. � ��'_ yid•. _. .�� - � TREE PROTECTION FENCE (PER DETAIL) w ,�EX �� RIVER STONE MULCH: 2" 4" ROUND WASHED RIVER STONE, -- ---- w:i ..�� -�e �1-� .- ..:__'''"I'x •V .k> .. 1 / > •* •�1 6 DEEP (MINIMUM); TOP OF STONE TO BE SET 1 " BELOW 'x= ©=©-*M-©*� -©-� ' �.;'�� ' �'{ ''%;z�� 1 TOP OF ADJACENT CURB; KEEP CLEAR OF SLIDING GATE. ,' -ft: • . . 0 mow.. ..1. ; ,•, ...-`, • U r _.. "m``"{``�'` 1 `ti,`+•' ��; `'.v ' , �, ; , ii symbol tag botanical/common names: size (quantity) ,� \� ., *�.._,�,•�.�.,.�- - ___` .'•::•..,t.:.~ :�a I PROVIDE A CONTINUOUS LAYER SOIL SEPARATION FABRIC V �� --.■ 1 )GIN - `\. \ __�r�� i; '� I' \,� z ("MIRAFI 160N) ON TOP OF THE SOIL BELOW THE ROCK. , (12)DVIB 50 VBOX +__ . *'�;:..z.�. ; 12 ti Ef3w . fl 41 1, -,- 1� , \ . 8 RUBUS _ ( ) 10 'w`_.. �;t;�:_•�,+ . �. / b..' 0 •,:s.•.. .....�,: ,roGIS TER4,4 • / 174 • TREE PROTECTION NOTES: r"'' JOE PERCIVAL H 1 . THERE SHALL BE NO EQUIPMENT OPERATION, PARKING, MATERIAL STORAGE, WORK, OR TRAFFIC WITHIN THE TREE PROTECTION ZONE (THE OREGON‘60 �w AREA BETWEEN THE TREE AND TREE PROTECTION FENCE. ) scq�,E nc�� 2. THE GRADE SHALL NOT BE CHANGED WITHIN THE PROTECTION ZONE WITHOUT THE PROJECT LANDSCAPE ARCHITECT'S (LA)AUTHORIZATION . THE LA MAY ALLOW UP TO 50% OF THE AREA TO BE DISTURBED OR COVERED WITH A LIGHT LAYER OF SOIL IF IT WILL NOT IMPERIL THE HEALTH AND SURVIVAL OF THE TREE. 3. NO UTILITY TRENCHES ARE ALLOWED WITHIN THE ROOT PROTECTION ZONE WITHOUT THE LA'S APPROVAL. TUNNEL TO INSTALL UTILITIES IF DIRECTED BY THE LA. 4. IMPERVIOUS SURFACE SHALL NOT BE INSTALLED WITHIN THE PROTECTION ZONE WITHOUT THE LA.S APPROVAL. 5. THE LA SHALL BE PRESENT TO OBSERVE IF ANY OF THE WORK AND TRESPASS OCCURS AND GIVES PRIOR AUTHORIZATION. THE LA MAY REQUIRE SPECIAL CONSTRUCTION MEASURES TO MINIMIZE DISTURBANCE AND GUARANTEE THE HEALTH AND SURVIVAL OF THE TREE. 6. DO NOT PRUNE TREE WITHOUT LA PRIOR APPROVAL. CONDUCT REMEDIAL PRUNING AS DIRECTED BY LA AS TO OFFSET AND MITIGATE FOR IMPACT TO TREE TO REMAIN. 7. DO NO COMPACT SOIL WITHIN DRIP LINE. PROVIDE PROTECTIVE PAD OF WOOD FIBER ATLEAST 24" DEEP OVER THE PROTECTION ZONE WHERE WORK IS REQUIRED. SUCH WORK MUST BE APPROVED BY THE LA PRIOR TO IT BEING DON . 8. PERFORM ANY AND ALL PROTECTION, REMEDIATION, AND MITIGATION AS CALLED FOR BY THE LA AND AS DEEMED NECESSARY TO ASSURE ISIP/ / TREE HEALTH, VIGOR, AND SURVIVAL. /II PERCIVAL LANDSCAPE ARCHITECTURE 2863 SE Waverleigh Portland, OR 97202 503-231-0100 perlandscape@gmail.com W . 0 J_ < TREE PROTECTION FENCE NOTES" 0 wo n/ 1 . ALL TREES DESIGNATED TO BE SAVED SHALL BE Z o `-` U' LL _ • 0 I PROTECTED BY FENCING AS ILLUSTRATED. w o v-) o v 2. INSTALL TREE PROTECTION FENCE AT TREE DRIP o Z { ~ W J A LINE, AS SHOWN ON PLANS, OR AS DIRECTED IN w o w v w � • (1) tn FIELD BY PROJECT LANDSCAPE ARCHITECT PRIOR a TALL TEMPORARY V w ¢ o �– _ o ORANGE PLASTIC WEB IL TO CONSTRUCTION. FENCING "RAT H Q :; •• ..... i iiiiitiai �ii�� «i ( 0 DEC J K c:\iE n 3. AVOID DAMAGE TO CRITICAL ROOT ON DONOT .. ZONE, 0 , c z�� i� €zc � �rc `€rc��s�::�:�_' O L 3 5 O R APPROVED LL 6 {MIN.} .;��., W DAMAGE OR SEVER LARGE ROOTS WHEN - In ALTERNATE.) INSTALLING POSTS. ::.. ..: :...:.::: ::...: 2'(MIN.} t, ��„ ��j:��:��: ,,_. _. 4. THERE SHALL BE NO STORAGE OF MATERIALS 4 �� -��....-� WITHIN THE BOUNDARIES OF THE PROTECTION saLFlNrsNGRADE 8'-0" o.c. . 2.5" GALV. STEEL ICO — Dmaximum PIPE OR 4X4 WOOD ♦♦nn FENCE. UNDISTURBED SUB-GRADE POST v, . M 5. MAINTAIN TREE PROTECTION FENCE UNTIL THE TREE PROTECTION FENCING W W N COMPLETION OF CONSTURCTION. J N.T.S. W v z 0 (j) ir, o U W n LLLL Q � Cl. o (3) 2" Dia. Untreated Wood —Root Barrier: Stakes. Equally Spaced. Continuous, Min. 36" O c) 0 Securing Rubber Tubes Depth x Length As H W o CC Loose Enough to Allow Tree / Required ,^ 1 0 At Least 3" of Free Movement A`. (JJ Placed Vertically On <- in All Directions Concrete Side Of Tree Pi- And Centered On Tree. REVISIONS 36" Dia. Bark Mulch Circle All Top of Barrier and Soil Around. (Center on Trunk) 2'� To Be 4" Below Top of N0. DATE BY Deep \ Curb / \ Z\ Sidewalk -- = = Compacted Gravel ii: � ' •�l.r <<; .-01= c a jr \ �� . Curb Base and Sub-grade. n. ��. � ,f�i s Do Not Disturb or iii\•/\�~//\ /\ �� ,� Degrade In Any Way. /, . 2" Wide Pea Gravel ISSUE DATES Backfill Entire Length Loosen Surface Of Native Grade And Depth of Root DESIGN APPROVAL: Prior To Placing Imported Barrier PERMIT SUBMITTAL: Blended Soil. PERMIT RECEIVED: Tree Root Ball: Firm Native Grade or Soil Fill. --- Remove Burlap And BID DOCS: Wire From Top And CONSTR. DOCS: Imported Blended Soil. Tamp To Make Fir Sides (Dispose of Off To Eliminate Future Settlement And Eliminate Site). Top To Be 2"± All Voids. Soil To Be (4) Parts Sandy/Silty Above Surrounding 24°x36"SCALE: N.A. Loam and (1) Part Finish Grade. Set On PLOT DATE: 01-18-2016 Friable Mushroom Compost. Thoroughly Firm Ground. CAD FILE: StorQ-L1-Tree....dwg Blend Before Place. Must Be Weed, Rock, REFERENCE ONLY and Debris Free. JOB NUMBER: 15-133 NOT APPROVED WITH THIS PERMI rCHECKED: ---- Tree Root Barrier Installation Notes: DRAWN: MP All Street Trees With Trunks Closer Than 5 Ft. To Paved Surfaces Shall Be Provided With Root Barrier Between the Root Ball And Paving. Installation To Be Completed In STATUS: LAND USE APPL. Accordance With Manufacturer's Specifications. TREE PLANTING AND ROOT BARRIER DETAIL N.T.S. L,..2 PLANTING NOTES AND DETAILS co S TER4:0 IRRIGATION SPECIFICATION ELANTINr RPFCIFIr NNTINI )Fnl • 1 . ALL IRRIGATION WORK AND IMPROVEMENTS SHALL BE DONE BY A SINGLE 17. ALL INSTALLATIONS SHALL BE PLUMB AND SQUARE. 7. PROVIDE ONLY HEALTHY, VIGOROUS, WELL FORMED, AND FULL STOCK. ,6th, ,,.„5--- CONTRACTOR. THIS SHALL BE THE SAME CONTRACTOR WHO DOES THE PLANTS SHALL BE WEED, DISEASE, AND HARMFUL INSECT FREE r JOE PERCIVAL H LANDSCAPE SOIL PREPARATION AND PLANTING WORK. THE CONTRACTOR 18. AFTER PROVIDING SETTING BED, BUT BEFORE COVERING, ARRANGE AND OREGON 4w SHALL HAVE AT LEAST 3 YEARS EXPERIENCE IN INSTALLATION OF SIMILAR FACILITATE THE OWNER'S INSPECTION OF ALL PIPING, SLEEVES, AND WIRING. 8. TREES SHALL HAVE SINGLE LEADERS, NOT HAVE BEEN SHEARED, AND NOT IMPROVEMENTS AND SHALL HAVE AN OREGON LANDSCAPE CONTRACTOR'S MAKE CORRECTIONS NOTED. CONDUCT AND DEMONSTRATE A 4 HOUR HAVE BROKEN TOPS. GINKGOS SHALL BE MALE PLANTS. ''PE Arc LICENSE FOR THE FULL DURATION OF THIS CONTRACT. PRESSURE HOLDING TEST AT THIS TIME. THIS SHALL BE CONDUCTED WHEN • ALL PIPE AND VALVES ARE IN PLACE. SHOW SYSTEM WILL HOLD 100 PSI OF 9. INSTALL AS INDICATED AND MAINTAIN TO KEEP HEALTHY AND VIGOROUS. 2. THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR ALL IRRIGATION WATER PRESSURE FOR 4 HOUR WITH NO PRESSURE LOSS. TAKE CORRECTIVE REMOVE ALL CONTAINERS BEFORE PLACEMENT. REMOVE ALL TWINE, IMPROVEMENTS DOWN STREAM OF THE IRRIGATION WATER METER. THESEBURLAP, AND WIRE BASKETS FROM TOP, SIDES, AND DOWN TO SMALLEST IMPROVEMENTS INCLUDE, BUT ARE NOT LIMITED TO: SYSTEM DESIGN AND ACTION AS NEEDED TO ATTAIN A SUCCESSFUL TEST. COVER PIPE ONLY TO THE EXTENT TO HOLD IN PLACE. DO NOT COVER JOINTS AND CONNECTIONS. BASE POSSIBLE AFTER PLACED IN PLANTING HOLE. CALCULATIONS; EXCAVATION AND TRENCHING; SAND BEDDING AND FILL; SLEEVES AND PIPING; BACKFLOW PREVENTER; IRRIGATION SYSTEM VALVES; 19. PROVIDE A COMPACTED SETTING BED AND TRENCH FILL OF 100% OPEN SAND. 10. LAWN SHALL BE "OREGON TURF" SOD. INSTALL WITH TIGHT JOINTS AND LOW VOLTAGE WIRING; MAKING ARRANGEMENTS TO HAVE ELECTRICAL POWER WHOLE PIECES. WHERE SMALLER PIECES ARE REQUIRED THEY SHALL BE AT SAND SHALL NOT CONTAIN ANY ROCK, GRAVEL. SOIL, OR DEBRIS AND SHALL PROVIDED TO CONTROLLER; CONTROLLER; PIPING, WATER TIGHT AND BE KEPT CLEAN THROUGHOUT THE PROJECT. LEAST 12" WIDE AND LONG. ROLL TO PRESS TIGHTLY ONTO GROUND. FILL PERMANENT JOINTS, AND CONNECTION'S; SPRINKLERS AND DRIPPER LINE; AND ANY LINES WITH IMPORTED BLENDED AMENDED TOPSOIL. KEEP MOIST TILL ALL OTHER IRRIGATION AND RELATED IMPROVEMENTS. . THE WATER METER IS 20. PROVIDE THE SYSTEM AS DESIGNED AND APPROVED. MAKE MINOR ROOT BECOME WELL GROWN INTO SUB-SOIL. THEREAFTER, KEEP WATERED TO BE DONE BY ANOTHER CONTRACTOR UNDER THIS CONTRACT. VARIATIONS TO MISS AND CONFORM TO OTHER IMPROVEMENTS PROVIDE AS NEEDED TO KEEP HEALTHY. KEEP DISEASE AND INFESTATION FREE. ONLY NEW CLEAN MATERIALS AS INDICATED AND APPROVED. MOW WEEKLY AND EDGE EVERY OTHER WEEK 3. PROVIDE A SYSTEM DESIGN PLAN AND DESIGN APPROVED BY OWNER. . SYSTEM SHALL AT OR BELOW THE HYDRAULIC CAPACITY OF THE WATER 21 . WHEN SYSTEM IS IN-PLACE PROVIDE A DEMONSTRATION OF EACH ZONES 11 . DO NOT INSTALL PLANTS AND SOD UNTIL IRRIGATION IS COMPLETE AND METER. SUBMIT DESIGN PLAN FOR APPROVAL BY OWNER AND MODIFY AS OPERATION FOR THE DURATION REQUIRED. EXPOSE DRIPPER LINE AND OTHER FULLY CONTROLLED BY IRRIGATION CONTROLLER. DRIPPER LINE 1S THE NEEDED FOR APPROVAL. PROVIDE AN "AS-BUILT" PLAN OF THE SYSTEM AT IMPROVEMENTS AS REQUIRED. ONLY EXCEPTION. DRIPPER LINE MAYBE INSTALLED WITHIN 24 HOURS OF THE END OF THE PROJECT. PLANT INSTALLATION, IF MANUAL WATERING IS AVAILABLE. 22. AGAIN PROVIDE A SYSTEM DEMONSTRATION AT THE INSPECTION FOR "FINALesij 4. AT THE SAME TIME THE DESIGN IS PROVIDED, SUBMIT MANUFACTURE'S ACCEPTANCE" OF ALL LANDSCAPE WORK AND IMPROVEMENTS 12. PROVIDE AND MAINTAIN A 3" (SETTLED) DEPTH OF MULCH OVER ALL LITERATURE ON ALL RECOMMENDED EQUIPMENT AND MATERIALS TO OWNER PLANTING BED AND FOR A 3' CIRCLE AROUND EACH TREE IN LAWN. KEEP PERCIVAL FOR THEIR REVIEW AND APPROVAL. MAKE MODIFICATIONS AND PROVIDE 23. PROVIDE MANUAL WATERING AS REQUIRED AND NEEDED FOR PLANT HEALTH WEED AND GRASS FREE AND NEATLY EDGED. CIRCLE OF MULCH AROUND LANDSCAPE APPROVED ITEMS AS INDICATED. PROVIDE DESIGN PLAN AND MATERIALAND GROWTH. PLEASE NOTE THIS SHALL BE PROVIDED FOR PLANTS SERVED TREES IN LAWN SHALL BE CENTERED ON THE TREE AND SHALL HAVE ARCHITECTURE INFORMATION AT LEAST 90 DAYS BEFORE BEGINNING ANY LANDSCAPE BY DRIPPER LINE, WHERE REPAIRS OCCUR, AND OTHERWISE AS NEEDED. STAKES WITHIN THE MULCH CIRCLE 2863 SE Waverleigh IMPROVEMENTS. • Portland, OR 97202 5. AT THAT SAME TIME SUBMIT THE POINT OF CONNECTION STATIC PRESSURE 24. MONITOR, ADJUST, TIME, AND CLEAN SYSTEM AS NEEDED. ThIS WORK 13. KEEP ALL AREAS CLEAN, NEAT, AND WEED FREE FROM BEGINNING OF WORK 503-231-0100 RESULTS, SITE INSPECTION REPORT INDICATING AND VARIANCES OR CONTINUES UNTIL "FINAL ACCEPTANCE". AND UNTIL "FINAL ACCEPTANCE". perlandscape@gmail.com PROBLEMS, THE SIEVE ANALYSIS FOR BACK FILL SAND, AND THE WORK SCHEDULE PROPOSED FOR LANDSCAPE IRRIGATION AND PLANTING WORK. 25. PROVIDE A PROJECT NOTEBOOK WITH; A ZONE PLAN; NEATLY AND 14. UPON COMPLETION OF ALL IRRIGATION AND LANDSCAPE WORK, WITH THE COMPLETELY FILLED OUT TIMING SCHEDULE; MANUFACTURER'S LITERATURE, OWNER, CONDUCT AN "INSTALLATION ACCEPTANCE" INSPECTION. ALL MUST 6. LAWNS SHALL BE IRRIGATED BY A POP-IRRIGATION SYSTEM WITH "RAINBIRD" NAME, ADDRESS, AND PHONE OF SUB-CONTRACTOR WHO COMPLETED THIS BE COMPLETE AND IN GOOD CONDITION TO RECEIVE WRITTEN OR "HUNTER" 4" POP-UP HEADS. PROVIDE HEADS THAT WILL SPRAY WATER ACKNOWLEDGMENT OF "INSTALLATION ACCEPTANCE" IF NOT, TAE WORK; AND THE NAME, ADDRESS, AND PHONE NUMBER OF SUGGESTED W FROM ACROSS AND SIDE DIRECTIONS MATCHING THE RADIUS OF THE MAINTENANCE COMPANY(S) FOR THE COMPONENTS OF THE SYSTEM. CORRECTIVE ACTION AND ARRANGE FOR A FOLLOW UP INSPECTION. 9THE ADJACENT SMALLER HEAD. (PROVIDE HEAD-TO-HEAD SPRAY). DO NOT (Zone Maps Shall Be A Colored Plan Showing The Control Valves, Mainline, COSTS TO THE OWNER OF ALL FOLLOW UP INSPECTIONS WILL BE BORNE BY (9 J ALLOW OVER-SPRAY OR ANY GAPS IN SPRAY. All Valves, And The Outline And Number Of Each Zone In A Different Color.) THE CONTRACTOR.) 7. SHRUB BEDS SHALL BE WATERED WITH "NETAFIM CV" DRIPPER LINE. LINES 26. PROVIDE A ZONE MAP AND COMPLETED TIMING SCHEDULE IN THE CONTROLLER CARE FOR AND MAINTAIN AREAS FROM THE BEGINNING OF THE CONTRACT AND Q SHALL BE PROVIDED ADJACENT TO EACH PLANT AND AT NO MORE THAN 12" FOR A PERIOD OF AT LEAST 30 DAYS AFTER "INSTALLATION COMPLETION'. 0 LL FROM BED EDGE AND AT 24" ON CENTER (MAXIMUM) IN THE BED, WHICHEVER PROVIDE ALL CARE, MAINTENANCE, FERTILIZATION, WEEDING, DISEASE AND I- W IS LESS.. EMITTERS SHALL BE 0.6" TYPE AND AT 12" ON CENTER. DRIPPER PLANTING SPECIFICATIONINFESTATION ELIMINATION, AND WATERING AS NEED TO KEEP ALL LAWN AND (/) LINES SHALL BE SET 3-4" BELOW TO OF SOIL (BURIED) AND SECURED WITH 1 . THE SAME CONTRACTOR SHALL PROVIDE ALL IRRIGATION AND PLANTING. DO PLATING AREAS VIGOROUS AND HEALTHY. WEEKLY PROVIDE WEEDING, o GALVANIZED METAL STAPLES AT 24' ON CENTER (MAX.) PROVIDE AN AIR NOT PERFORM WORK TILL OTHER TRADES CAN BE PERMANENTLY EXCLUDED. MOWING, AND CLEANING AS NEEDED. PROVIDE ALL OTHER WORK AS LL Q RELIEF VALVE AT HIGH POINT AND MANUAL DRAIN VALVE AT LOW POINT(S) NEEDED. NOTE THAT DURING THE IRRIGATION SEASON, AND ESPECIALLY J f/ ON ALL DRIPPER LINE CONTROL ZONES. 2. 90 DAYS BEFORE STARTING ANY PLANTING WORK SUBMIT WRITTEN DURING WARM WEATHER, PLANTS COVERED BY DRIPPER LINE WILL REQUIRE W VERIFICATION OF HAVING SECURED ALL PLANTS. PROVIDE NAME OF SUPPLEMENTAL WATER APPLIED DIRECTLY TO THE ROOT BALL. PROVIDE AS CO 0 8. PROVIDE SCHEDULE 40 SLEEVES AT ALL LOCATIONS WHERE PIPE AND WIRE SOURCE, NAME OF PLANT, AND PLANT QUANTITIES. REQUIRED TO MAINTAIN PLANT HEALTH AND VIGOR. I- CROSS BELOW CURBS, WALLS, AND PAVING. EXTEND 24" BEYOND WHATEVER �: IS CROSSED AND WITH AT LEAST 18" OF COVER. BURY DEEPER IF NEEDED 3. PREPARE ALL PLANTING AREAS BY: REMOVING ALL DEBRIS AND 15. AT LEAST 30w LL DAYS AFTER INSTALLATION ACCEPTANCE" ARRANGE FOR AND (/) w CONTAMINATED SOIL; AND LOOSENING SUB-GRADE TO AT LEAST 6 INCHES CONDUCT A "FINAL ACCEPTANCE" INSPECTION. AT THAT TIME ALL MUST BE TO PROVIDE ADEQUATE STRUCTURE CAPABILITY AND COVER ABOVE. w BY RIPPING OR TILING (MANUALLY OR MACHINE). REMOVE ALL EXCAVATED IN-PLACE, IN GOOD CONDITION, AND ACCEPTABLE. IF FOUND SHORT OF J ¢ rn 9. PROVIDE SLEEVE MARKING NAILS IN PAVEMENT ABOVE ALL ENDS OF SLEEVES MATERIALS FROM SITE AND DISPOSE OF IN ACCORDANCE WITH JURISDICTIONS REQUIREMENTS, CONTINUE MAINTENANCE, AND TAKE CORRECTIVE ACTION AS W REQUIREMENTS. FILL IN MATERIALS UP TO SUB-GRADE WITH IMPORTED REQUIRED. ARRANGE FOR FOLLOW UP INSPECTION(S) UNTIL ALL IS IL o AS INDICATED. CLEAN SANDY LOAM TOPSOIL. (NOTE: "SUB-GRADE" IS THE ACCEPTABLE ACCEPTABLE AND "FINAL ACCEPTANCE" IS ACKNOWLEDGED IN WRITING. a w 10. KEEP ALL PIPING AND VALVES CLEAN AND FREE OF ALL DEBRIS AND SOIL. MATERIAL BELOW THE ELEVATION OF THE SPECIFIED AMENDED BLENDED (NOTE; COSTS TO THE OWNER OF FOLLOW UP INSPECTIONS WILL BE BORNE 0 TOPSOIL. BY THE CONTRACTOR.) 5 c) s . Fr PURGE WITH WATER PRIOR TO INSTALLING SPRINKLERS AS NEEDED. 1-- W 11 . PROVIDE MANUAL DRAIN VALVES ON MAINLINE AT LOW SPOTS AND NEAR 4. PROVIDE A FULLY SETTLED DEPTH OF AT LEAST 6" IN ALL LAWN AREAS 16. WARRANTY PRIOR TO "FINAL ACCEPTANCE" IS FOR ALL CAUSES. WARRANTY (i) Z r i= VALVES TO ALLOW FOR 100% GRAVITY DRAINAGE OF SYSTEM. AND 12" IN ALL PLANTING BEDS OF IMPORTED AMENDED BLENDED TOPSOIL. AFTER "FINAL ACCEPTANCE" IS FOR ALL CAUSES EXCEPT AN ACT OF 'GOD', THE TOPSOIL (MINERAL PORTION) SHALL BE SANDY-SILTY SOIL WITH NO VANDALISM, TRESPASS, OR OWNER NEGLECT. REVISIONS 12. PROVIDE CLASS 200 PIPING WITH SCHEDULE 40 JOINTS PREPARED AND GLUED MORE THAN 10% PASSING #200 SCREEN. AMENDMENT SHALL BE FULLY NO. DATE BY IN PLACE. PIPING SHALL HAVE A 3" DEEP SAND SETTING BED AND TOP AT COMPOSTED MUSHROOM COMPOST. THE AMENDED TOPSOIL SHALL BE 4 17. WARRANTY LAWN IS UNTIL "FINAL ACCEPTANCE" 4\8/17/2016 SPECS. LEAST 18" BELOW SOIL FINISH GRADE. PIPING SHALL BE PROVIDED WITH AT PARTS (BY VOLUME) TOPSOIL AND (1 ) AMENDMENT MIXED WITH LIME AND LEAST 3" OF SEPARATION AND AT SAME ELEVATION. CUTS SHALL BE NEAT, GYPSUM AS NEEDED. MATERIAL SHALL BE THOROUGHLY BLENDED BEFORE 18. WARRANTY TREES, SHRUBS, AND GROULD COVER FOR A PERIOD OF ONE CLEAN, AND SQUARE. WHERE PIPE CROSSES PROVIDE A 2" THICK 12"X12 PLACEMENT. IT SHALL BE NEUTRAL TO SLIGHTLY ACID Ph. FINAL MIXTURE YEAR AFTER "FINAL ACCEPTANCE" OR REPLACEMENTS, WHICH EVER IS A STYROFOAM PROTECTION BLOCK TO SEPARATE PIPE (CENTERED) AT SHALL BE FREE OF WEEDS, WEED PARTS, SEED, ROCK, GRAVEL, PEBBLES, LATER. WOOD, WASTE, AND ANY EXTRANEOUS MATERIAL. PLACE ON BUT DO NOT CROSSING. n TILL INTO, MANUALLY OR MECHANICALLY MIX WITH SUB-GRADE. GRADE 6 SMOOTH AND TO FIT GRADE. ISSUE DATES 13. ALL EXCAVATED MATERIAL SHALL BE COLLECTED AND REMOVED FROM SITE DESIGN APPROVAL: PRIORI TO ANY INSPECTIONS. SOIL SHALL NOT BE USED ON SITE OR FALL 5. TOP OF (FINISH GRADE) OF TOP SOIL SHALL BE AT THE FOLLOWING PERMIT SUBMITTAL: INTO EXCAVATED AREAS. PERMIT RECEIVED: ELEVATIONS: a. SLOPED TO DRAIN. b. 1 " BELOW CURBS AND PAVED • SURFACES IN LAWN AREAS. c. 4" BELOW ADJACENT PAVED SURFACES C10 DOCS: 14. COMMON AND CONTROL WIRING AND WATER PROOF CONNECTIONS SHALL BE CONSTR. DOCS: PROVIDED FROM CONTROLLER TO EACH VALVE AS A SINGLE SEPARATE WIRE. AND LAWN. (TO ALLOW FOR MULCH). PROVIDE CONDUIT FROM CONTROLLER TO 18" BELOW GRADE. INSTALL BELOW 24"x36"SCALE: 1 "-20'-0" PIPING OR 3" BELOW WARNING TAPE AND WITH AT LEAST 18" OF SOIL COVER. 6. LAYOUT PLANTS AND HAVE OWNER REVIEW AND ACCEPT LOCATIONS.BEFORE PROVIDE #14 GAUGE INSULATED COPPER WIRE. DIGGING PLANT HOLES. MOVE AS DIRECTED. PLOT DATE: 01-18-2016 REFERENCE ONLY CAD FILE: StorQ-L1-Tree....dwg 15. VALVES SHALL BE "RAINBIRD" TYPE SIZED FOR SYSTEM. PROVIDE A MANUAL 7. INSTALL PLANTS PLUMB AND AT CENTER OF HOLE. DISPOSE OF ALL NOT APPROVED WITH THIS PERMIT JOB NUMBER: 15-133 SHUT OFF BALL VALVE DIRECTLY UPSTREAM OF EACH VALVE. PROVIDE EXCAVATED MATERIAL EXCEPT BLENDED TOP SOIL. DIG PLANTING HOLES CHECKED: ----COMPLETE WITH DRAIN ROCK, SUPPORT, AND VALVE BOX AS INDICATED. TWICE THE DIAMETER AND SHALLOWER THAN THE ROOTBALL. SCARIFY DRAWN: JDP INSTALL IN PLANTING BEDS SQUARE WITH EDGES. INSTALL WITH TOP OF THE SIDES OF THE PLANTING HOLE AND ROOTBALLS. IF THE SOILS IS DRY, STATUS: LAND USE APPL. VALVE BOX 4" ABOVE TOP OF SETTLED MULCH. FILL THE HOLE WITH WATER AND ALLOW TO FULLY PERCOLATE OUT. PLACE I R R I GAT I G N AND PLANTI N G PLANTS PLUMP AND IN THE CENTER OF THE HOLE. FILL THE HOLE i WAY 16. PROVIDE STRAIGHT CLEAN TRENCHES. DO NO ALLOW ROCK OF DEBRIS TO UP WITH MOIST BLENDED AMENDED TOPSOIL AND TAMP TO COMPACT. FILL PROJECT INTO TRENCH. REMOVE AND DISPOSE OF AS NEEDED. THE HOLE TO FINISH GRADE, COOMPACT AND ADD SOIL TO FINISH GRADE. SPECIFICAITRJN COMPACT AS NEEDED TO PREVENT ALL FUTURE SETTLEMENT. L- VALVE BOX: CONCRETE BOX AND EXTENSION DOUBLE CHECK VALVE ASSEMBLY GENERAL NOTE: TEMPORARY ITEMS ARE TO BE INSTALLED AT THE TIME LISTER COLLARS AS NEEDED. METAL LID. SIZED TO TYPE BACKFLOW PREVENTER. TEST OF INITIAL INSTALLATION. REMOVE WHEN INSTALLING IRRIGATION PIPE' �d FIT ENTIRE ASSEMBLY WITH 6" (MIN.) CLEARANCE PORTS SHALL NOT POINT DOWNWARD 74 ALL AROUND. TYPE AS APPROVED BY (ROTATE FROM VIEW BELOW IF NEEDED). AND WIRE. • q�-• OWNER AND LOCAL JURISDICTION. TEST PORTS SHALL BE PLUGGED WITH TEMP. 2X4 WOOD STAKE: THREADED PLUGS PEDESTAL MOUNTED r' JOE PERCIVAL H SCHEDULE 80 PVC NIPPLES CONTROLLER: DOOR m m1 EXTEND 24„ ABOVE AND UNIONS ON BOTH SIDES —DOUBLE CHECK VALVE TYPE BACKFLOW FACING WALK \-- 7- OREGON xf PREVENTION ASSEMBLY ROUTE TRACING WIRE AND FIN. GRADE. SET , , sC � BRASS ISOLATION VALVE FINISH GRADE WIRE FOR FUTURE VALVES AGAINST END OF PIPE 2 SURVEYORS MAG NAIL: 4p� �� l TO CONTROLLER ENCLOSURE. SET TOP FLUSH WITH FIN. j�/��' /�/j\ PROVIDE SEPARATE WIRE TRACING WIRE %// \j\ MAX. DEPTH FOR BUNDLES FOR EACH FUTURE / SURFACE; INSTALL 2” AWAY FROM \ " � I IEII�f I I�I DC1/A BUNDLE. GROUP. TAG EACH � OUTSIDE EDGE OF EDGE OF PAVEMENT; INSTALL -III-1.1-1, -' IWALL, CURB, O R PIPE AND FITTINGS i _ r� -._ DIRECTLY ABOVE AND AT BOTH TO MEET CODES - ��I �. � � -' • iyi��! �; CONCRETE BASE _ PAVING ENDS OF EACH SLEEVE. /10. 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GROUT FILL112--;,-;;.,... . --- - - — • ---_,- — - ..___•- •,_,- - — — =1, MINIMUM CLEARANCE t_.I1 11 .� -1 _k;.1 CONDUIT FOR POWER SUPPLY w I —I I —I I I-111—I I I-111-1 l- I I f= 11=11 I f l=€11=I I ISI I -111_1 I I_ ,�—��, �' �� — — WIRING • • • • • • • • • • • • • • ' • • • • - ALL CELLS =Hi= Hi= —�� —Ii1 11 IIS �� III IEI III—III—�I� 1-' . i. ,I /,� - = CONDUIT FOR TRACING, COMMON, • - COMPACTED OR UNDISTURBED PEA GRAVEL: 8" DEEP AND CONTROL WIRING z .'• ••••••••••::::::••••••••:::::••••••••:;;;;:::•'•• .- - -.:.:.:. . . . . . .'.'.. . . . . . . . .'.'. . ................. PROVIDE COMPACTED SAND N E ' -1 I: SLEEVE SUB-GRADE - 24" MIN. FILL (95% REL. MAX. DENSITY) I — =1 I = BACKFLOW PREVENTER CONTROLLER N ' ' • ' : : : : _ : : ::ABOVE ALL SLEEVES = _'.:.:- :- 11 TRACING WIRE •, � •. . . 1 - • COMMON AND 11 /1. LINE SIZE BALL VALVE UNIONS ON BOTH SIDE '') II- : : : : rr• T---. : :-1I CONTROL WIRE PERCIVAL FINISH GRADE OF VALVE : : : : : : : :: : : : : : : : : . . : . . . . : `1' : : - r_4xvscA IRRIGATION SLEEVE Al�I Il • axccr�r AMETEK 12" STANDARD I I € I 111=1 I I— I I= IRRIGATION MAINLINE TURF BOX 3„ _I € I II —_ I _ PIPING 2863 SE Waverleigh \ \ PROVIDE TEMPORARY CAP 3" —_E Portland, OR 97202 4" DIA. SHED. 40 ,yX ^� COMMON AND CONTROL WIRE AT ENDS OF SLEEVES i COMPACTED SUBGRADE SLEEVE WITH CAP. N 4/ ��+ �� per{and cape@gm�aiI.com LENGTH AS REQUIRED I� 01 ,�� .46,� TRACING WIRE SLEEVE LENGTHWISE SECTION SLEEVE CROSS SECTION I I . itta MANUAL DRAIN VALVE: I• I� I■II - a . DIRECTION OF WATER FLOW �. WM 0:0;0000000oogi-a o°L1��4�� WITH NON-RISING STEM •� ��r►��► 110A��_�;° °°°°°°°°°°b°°:►:� �, FINISH GRADE I4r0 #4 4�^ �`:��###. 4V n .I #4!Y LATERAL PIPE / ARMOR 10" ROUND BOX SCHED. 40 �. r4V. �� vvi l vie W NIPPLE AND .°°°°°.,°°►._ .i �+.� N �� WITH GREEN LID, SET rr�� J # n ° ° ° ° ♦ OI O1 OI,, Imo` ** FLUSH WITH FIN_ GRADE V ELBOW I •°o°°°o°o Q4., , 4►, BRICK OR TREATED _ f ��j►� °°o°o°o°o �� QUICK COUPLER r ° ° ° ° WOOD BASE V BACKFILL AROUND °°o°°°o°o°,$ �� ...� = �' p ALL MATERIALS O °°°°°°°g f, PEA GRAVEL a� � j� .� #4 REBAR: SECURE MULCH AS 8FSHRcJB 0 iCtWITH SAND '°° °°° '' z ' °o `o"O °0 � EITH STAINLESS SEM BASE)MULCH R n LL SCHED. 40 PVC NIPPLES �`► •° �'° ,°?C • • `� STAINLESS STEEL V r�� ` 12"X12"X24" DEEP AND FITTINGS (BOTH SIDES) IIIIP ;oo • >o •0°0- ' o �� SCREW CLAMP DACKFILL SOIL DRAIN ROCK SUMPr. IN o o o . > o < �' Cl) W 034 3000 ' 'o o°0 • 2x6 P.T. BASE BOARDS J i \ FINISHED GRADE I o 0 0 0 (18" LONG, EACH) -� "- WHERE BEDROCK OCCURS AT SHALLOW DEPTHS BURIAL DEPTHS MAY BE REDUCED AND ��.000•o o . �< zQ F•: •Y LL < THE GRAVEL SUMP MAY BE ELIMINATED. �,4, o�..r. pi �0 +01 � PEA GRAVEL EL -4L,,I y , _ �- SCARIFY EDGES AND BOTTOM • J tv -I 4V4V ' ° ?-err p4' SCHED. 80 PVC NIPPLE o p �. _— �, a ' —_ OF HOLE El rE CONTROL VALVE ��,��' �VO,'��`�� TRACING WIRE F-U1=111=, __ —_ (/) 0 (Note: Dripper Line Zones Have Screen and Pressure Control Valve Added After Valve) 0 46 1 " SCHED. 80 PVC - H I— I = — — F- '�� +��. '� SWING JOINT ASSEMBLY ~-1 I �— '—IT1—� (Provide "PEB" SERIES FOR POP-UP ZONES AND "XGZ-100-PRB-COM FOR DRIPPER ZONES) r��.� ��4**•,# DIAMETER OF �' (� �� '< MAINLINE PIPE ROOTBALL X2" 00 FINISH GRADE (SOIL) 1 W •.L w N r-E- QUICK COUPLER SHRUIB PLANTING D J Q T—LOCATED AIR RELIEF VALVE, DRIPPER LINE W U z AT THE HIGH R'11 e# sir 0 v 0 END OF SYSTEM l END CAP (TYP. SYMBOL) w o - ♦ T _ BARBED DRIPPER LINE 0_ o cc 0. L TO PVC CONNECTION. 0 cn CC a �, o i V t� PVC FITTINGS "GROW STRAIGHT" TREETIES W ti 0 Z m O G r^ V! Z N -- m ry i, AND RISER ~ • GALV STEEL WIRE; LOOSE -40 i4I ( LATERAL LINE TO ALLOW 4" OF MOVEMENT REVISIONS _ liIN ALL DIRECTIONS NO. DATE BY 11 (l iC: (H� DRIPPER LINE (TYP.) .' v A8/17/2016 SPECS. \__DRIPPER LINE / MULCH AS SPECIFIED FINISH GRADE n \ � n KEEP MULCH CLEAR( } MANUAL DRAIN VALVE FINISH GRADE OF TRUNK BASET CUT AND REMOVE TWINE,,-.,..\\ 4TEE TYP. SYMBOL )LOCATED AT LOW P01NT �J - tSitt ( �.4 • BURLAP, AND WIRE BASKET PVC MANIFOLD LINE / OF SYSTEM) 2 X 2X 8 WOOD STAKES FROM TOP AND SIDES OF /�\ ISSUE HATES / �4 AMETEK 6" ECONO BOX liEli / 44 SET OUTSIDE ROOTBALL � ROOTBALL. ( lEtil �� OSET FLUSHNWITDH (GRADl02) (REMOVE AFTER ONE DESIGN APPROVAL: / IO�` �\t#4011* YEAR) _ . - NOTE: STAKE ALL EVERGREEN TREES 8' AND PERMIT SUBMITTAL: �� 11-' __ f °`t' A -`1 Q SHORTER AND DECIDUOUS TREES LESS THAN PERMIT RECEIVED: co 'o SCHEDULE 40 PVC PIPE -I��- m �N 4" CALIPER. DO NOT STAKE VINE MAPLES. OI �� BACKFILL SOIL _Ir. `-., !_��-I� � a BID DOCS: $4 PEA GRAVEL Z 'i: O a I TREES 1 1 /2 CALIPER AND LESS SHALL BECONSTR. DOCS: r f i..-_ I a O IrlT:7--- �/�`�, , CC 1I STAKED WITH A SINGLE WOOD STAKE UNLESS � C =[I-111 !1 1 L-1! I4 1 �I= BRASS BALL VALVE =ITT ,I - =ILII -11= '!IA 'Hu I III-If-I_L-ll 1 II- y ��, (LINE SIZE) - . ��_ �_ ,� �� I II IL � _ OTHERWISE SPECIFIED. _ ill ` II -I-T ,�� a 24 x36 SCALE: � -20 0 -I ISM 1 I F1 - PLOT DATE: 01-18-2016 CONTROL VALVE ASSEMBLY - �� ° °�'�`�� TRACING WIRE DIAMETER OF CAD FILE: StorQ-L1-Tree....dwg C._.) Alt N �► °°°°°°°°°°°°•►r REFERENCE ONLY .�o°o°a°°o°o°o'�� MAINLINE PIPE ROOTBALL X 2 (\ DRIPPER LINE SCHEMATIC PLAN • �,000000000000;� NOT APPROVED WITH THIS PERMIT JOB NUMBER: 15-133 -0— 4.4- t-• OI�44-:4CHECKED: ---- • (R\ TREE PLANTING AND STAKING (ON SITE ONLY) DRAWN: JDP STATUS: LAND USE APPL. r-i- QUICK COUPLER IRRIGATION AND PLANTING DETAILS L - L- General Structural Notes THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS I 1\\\ Finished Floor @IiiiNei EENGCRITERIA CONCRETEI 167.17' • 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE 11. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE 2124 Third Avenue-Suite 100-Seattle,WA g8t21 DRAWINGS, SPECIFICATIONS, AND THE 2014 OREGON STRUCTURAL SPECIALTY CODE. WITH ACI 301. STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS: • IcA I P: zo6.443.6212 ssfengineers.com 2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL AND MEMBER TYPE/CONSTRUCTION STRENGTH TEST MAX MAX ALR I , Copyright 2016 Swenson Say Faget-All Rights Reserved CIVIL DRAWINGS FOR BIDDING AND CONSTRUCTION. ARCHITECTURAL DRAWINGS ARE F' C AGE AGG W/C CONT. f ; THE PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, -PSI- -DAYS- -INCH- RATIO THE SPECIFICATION, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE WALLS & FOOTINGS 3000 28 1 . 53 -- I - REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. I ��ED PROFf fo ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH MIX DESIGN NOTES: J� !4,1, , DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR' S RISK. I - !�; A. W/C RATIO: WATER-CEMENTITIOUS MATERIAL RATIOS SHALL BE BASED ON THE I +%I t�!/- 1 3. PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND TOTAL WEIGHT OF CEMENTITIOUS MATERIALS. RATIOS NOT NOTED IN TABLE ABOVE fir` DETAILS SHALL BE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. FINISHED ARE CONTROLLED BY STRENGTH REQUIREMENTS. o`�'OS 1554‘ GRADES SHALL BE DETERMINED FROM THE PERMITTED CIVIL PLANS. DETAILING AND B. CEMENTITIOUS CONTENT: THE USE OF FLY ASH, OTHER POZZOLANS, SILICA FUME, TW = 184.5' • *LAZE SHOP DRAWING PRODUCTION FOR REINFORCING WILL REQUIRE DIMENSIONAL OR SLAG SHALL CONFORM TO ACI 301 SEC 4. 2. 2. 8. B. FOR CONCRETE USED IN I i EXPIRIITIOh DA • 12/31/201 INFORMATION CONTAINED IN BOTH CIVIL AND STRUCTURAL DRAWINGS. ELEVATED FLOORS, PORTLAND CEMENT CONTENT SHALL CONFORM TO ACI 301 SEC FG = 181.5' 4. 2. 2. 1. ACCEPTANCE OF LOWER CEMENT CONTENT IS CONTINGENT ON PROVIDING 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE SUPPORTING DATA TO THE ENGINEER FOR REVIEW AND ACCEPTANCE. I 1 DRAWN: METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE C. AIR CONTENT SHALL CONFORM TO ACE 301 SEC 4. 2. 2. 4. HORIZONTAL EXTERIOR 78 RJ CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY SURFACES IN CONTACT WITH THE SOIL REQUIRE ENTRAINED AIR. USE "MODERATE 6 DESIGN: AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING EXPOSURE". VERTICAL EXTERIOR SURFACES REQUIRE "MODERATE EXPOSURE". RJA CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS TOLERANCE IS +/- 1. 5 PERCENT. AIR CONTENT SHALL BE MEASURED AT POINT OF ° CHECKED: RJA OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, PLACEMENT. I SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO D. SLUMP SHALL CONFORM TO ACI 301 SEC 4. 2. 2. 2. SLUMP SHALL BE DETERMINEDAPPROVED: THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. AT THE POINT OF PLACEMENT. TW = 184.1' IFinished Floor ABB E. CHLORIDE CONTENT SHALL CONFORM TO ACI 301 SEC 4. 2. 2. 6 AND TABLE 4. 2. 2. 6 FG = 180.5' 1! 177.50' 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE ANDFOR "OTHER REINFORCED CONCRETE CONSTRUCTION„. >>,9 STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN _ . ACCORDANCE WITH THE PLANS. CONFORM TO ASCE 37-02 "DESIGN LOADS ON 12. A CONCRETE PERFORMANCE MIX SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER STRUCTURES DURING CONSTRUCTION". AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY I 1 CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE I 6. CONTRACTOR--INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CEMENT ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN J� R ONS: CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS ACCORDANCE WITH ACI 318, SECTION 5. 3. THE USE OF A PERFORMANCE MIX REQUIREMENT. REQUIRES BATCH PLANT INSPECTION, THE COST OF WHICH SHALL BE PAID BY THE TW = 183.6' 1 A Permit Response Nov. 2, 2016 GENERAL CONTRACTOR. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD FG = 179.0' -I- 7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR 4/S2. - DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO SPECIFIED PERFORMANCE. REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ALL V ' J, TYPICAL NOTES AND DETAILS SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED 13. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER OR STANDING WATER SHALL BE TW = 183.5' • 7 OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS AIR-ENTRAINED WITH AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260, C494, BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. WHERE TYPICAL AND C618. TOTAL AIR CONTENT FOR FROST-RESISTANT CONCRETE SHALL BE IN FG = 178.0' I DETAILS ARE NOTED ON THE PLANS, THE SPECIFIED TYPICAL DETAIL SHALL BE ACCORDANCE WITH ACI 318, TABLE 4. 4. 1 MODERATE EXPOSURE, F1. 31 USED. WHERE NO TYPICAL DETAIL IS NOTED, IT SHALL BE THE CONTRACTOR' S TW = 183'2 Finished Floor RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE 14. REINFORCING STEEL SHALL CONFORM TO ASTM A615 ( INCLUDING SUPPLEMENT S1), FG = 176.2' PROVIDED OR REQUEST ADDITIONAL INFORMATION. THE CONTRACTOR SHALL SUBMIT GRADE 60, FY = 60, 000 PSI. 12/S2.1 174.50' APPROVAL: PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED i CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION TW = 183.2' - '� '' ''�` ' >>6' AND FIELD USE. 15. DETAILING OF REINFORCING STEEL ( INCLUDING HOOKS AND BENDS) SHALL BE IN ;r ..�i 12/S2.1 ACCORDANCE WITH ACI 315-99 AND 318-11. LAP ALL CONTINUOUS REINFORCEMENT FG = 178.0 8. SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT #5 AND SMALLER 40 BAR DIAMETERS OR 2' -0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS #5 AND SMALLER 40 BAR 0N AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. DIAMETERS OR 2' -O" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN REINFORCING STEEL ACCORDANCE WITH ACI 318-11, CLASS B. LAP ADJACENT MATS OF WELDED WIRE TW = 184.5' I , FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. FG = 177.0' 0 0 APPROVED SETS OF ALL SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE BUILDING NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS II DEPARTMENT. \`>>S SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. '� . ,` 9. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE 0 I j L ENGINEER OF RECORD, THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. 16. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: I i - CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF --,::////// RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED I METHODS, TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCTION, AND ALL TO EARTH 3" 0 , I SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGER) . . . 2" 0 - 1 [ . / INCLUDE A REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARKED AND FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#5 BARS OR SMALLER). . 1-1/2" , PROJECT TITLE: RETURNED WITHIN TWO WEEKS OF RECEIPT WITH A NOTATION INDICATING THAT THE COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 1-1/2" 4/52.1 SUBMITTAL HAS BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF0 V 1 , 1 \' Storquest Self Storage THE BUILDING. THE SUBMITTED ITEMS SHALL NOT BE INSTALLED UNTIL THEY HAVE SLABS AND WALLS ( INT. FACE). GREATER OF BAR DIAMETER PLUS 1/8" OR 3/4" TW = 183 g I 111111 4" SLAB ON GRADE REINF. -.1 �, r i BEEN APPROVED 8Y THE BUILDING OFFICIAL. FG = 176.0' i W/ #3 @ 16"oc E.W., PROVIDE Site Structures SUBGRADE PREPARATION IN I12740 SW Pacific Ave SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. 0 • ACCORDANCE W/ GEOTECHNICAL THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE I RECOMMENDATIONS Tigard, OR 97223 TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY I DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF 0r __ DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS TW = 184.2 N .=,_ -) 774 AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP FG = 178.0' a ill \ PROVIDE WALL PER 8/52.1 DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER THE DESIGN DRAWINGS AND I! j THREE SIDES OF DUMPSTER ARCHITECT: I SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. I .r - j ENCLOSURE Magellan Architecture 0 la TW 183.5' I I I 8383 158th Ave NE Suite 280 GEOTECHNICAL = N , ,... -._. _ Redmond WA 98052 FG = 180.0 i4, 12/S2.1 - PH 425.885.4300 10. FOUNDATION NOTES: SUBGRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, TW - 183 0, \ j� -"" -;= J FX 425.885.4303 COMPACTION, AND FILLING REQUIREMENTS, SHALL CONFORM STRICTLY WITH 174 7 4 RECOMMENDATIONS GIVEN IN THE SOILS REPORT OR AS DIRECTED BY THE SOILS FG = 181.0' f EMIR ENGINEER. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH OR COMPACTED , ,72 ISSUE: STRUCTURAL FILL AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. = v -b_ 726 - -, 7`5 FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS (OR IN DETAILS) ARE MINIMUM AND TW178.5', D SD s� - 4 _ � PERMIT FG = 178.0 sD --- SD 1 1 FOR GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED s]J �__ sD / BY THE CONTRACTOR IN THE FIELD WORKING WITH THE TESTING LAB AND SOILS V� ° ° ° °- ° �° _. ° ° _ a o _g_ -° _ S o ° ° ° ° a _ ,_. ENGINEER. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING GRANULAR �� ss s� ss - ss ss ss ss - Ss - SS -- ss ss ss ss� - -, SHEET TITLE: FILL AND PROVIDE FOR SUBSURFACE DRAINAGE AS NOTED IN THE SOILS REPORT. 80 General Structural ALLOWABLE SOIL PRESSURE (NATIVE SOILS / STRUCTURAL FILL) 2500 Notes & Retaining PSF LATERAL EARTH PRESSURE (RESTRAINED/UNRESTRAINED) 55 PCF/35 Wall Plan PCF SCALE: ALLOWABLE PASSIVE EARTH PRESSURE (FS OF 1. 5 INCLUDED) 350 PCF 3/32" - 1'-0" U.N.O. COEFFICIENT OF FRICTION (FS OF 1. 5 INCLUDED) 0 35 Plan Notes Legend Retaining Wall Plan 11, DATE: TRAFFIC SURCHARGE PRESSURE (UNIFORM LOAD) 250 PSF 3/32" = r-O" August 03, 2016 SEISMIC SURCHARGE PRESSURE (UNIFORM LOAD) 7H PSF 1. CONTRACTOR TO DETERMINE FOOTING STEP LOCATIONS & TOP OF FOOTING ELEVATIONS BASED ON TW = xxx.x' = TOP OF WALL ELEVATION PROJECT NO: FINISHED GRADE ELEVATIONS. PROVIDE 6 MIN. COVER OVER TOP OF FOOTINGS. 02257-2015-03 SOILS REPORT REFERENCE: GEODESIGN INC. DATED MAY 19, 2016 FG = xxx.x' - FINISHED GRADE ELEVATION SHEET NO: 2. CONTRACTOR SHALL SELECT APPROPRIATE WALL SECTIONS FROM RETAINING WALL SCHEDULE - - - - CONCRETE RETAINING WALL 4/S2.1 BASED ON TOP OF FOOTING & FINISHED GRADE ELEVATIONS. _ _ _ _ & FOOTTING Al 5; Al 3. SEE DETAIL 11/S21 FOR FOOTING STEP REINFORCING. • NO: OF SHEETS: LEVEL BACKFILL A • Property Line Wall w/ Key Schedule ENGINEER NG '''O r ** Stem Reinforcing Footing Reinforcing Key Reinforcing �'�4*/ H (ft.) B1 is tf D W 2124 Third Avenue-Suite ioo-Seattle,WA 98121 1t1WV.�� P: 2o6.443-6212 ssfengineers.com• AV -- . . Vert. Horiz. Bot. Longit. Longit. Vert PROVIDE FREE-DRAINING .144fir MATERIAL 1.r, 4'-O" " 6" " 12"oc - " ��*. �� 1 -9 8" 10" 8" � #4 ® 18 oc #4 @ (3}#5 (1}#4 #4 @ 12 oc Copyright 2aI6 Swenson Say Faget-All Rights Reserved AIMS, . EXTEND VERT. 6'-0" 3'-3" 8" 10" 11" 8" #5 @ 12"oc #4 @ 12"oc - (4)#5 (1)#4 #4 @ 12"oc i OiaZirt,1i OFRE G TO I FTC ASNSHOWN EDGE " 1 8'-O" 4'-9" 10" 12" 17" 10" #5 @12"oc #4 ® 10 oc - (6)115 (1 44 #5 @ 12"ocA _,. �`�ED PROFf l 11/2" dr. © #4's & #5's n , „ " " ( ) )# ,r ti 0 2" clr. ® #7's app n , " 10" 18" 24" „ n „ !4'c?. ,- • 1O -O 6 -9 10" #7 4 12 oc #4 @ 10 oc - (8)#5 i (2}#4 #5 0 12 oc �Ir► . \ 1 • 4• .#,:.** \` FOOTING DRAIN BY OTHERS BLAZE E ,, .:; °,0*()lc 790 .*.*. ./k*'._ .i / x -4,— ..- -.-�� .- TIGHTLINE TO STORM SYSTEM OR TIE TO 3"0 WEEP HOLES IDPIRATION DAM 12/31/20171 VW $'oc SET 6" ABOVE DOWNHILL , ' •r. �_ FINISHED GRADE DRAWN:VERT. KEY —�, '��,,� � -11�� f RJ 1�4_14,'I kiN `l,1*.A o DESIGN: REINF. ,�� RJA CHECKED: `�� RJA APPROVED: w ABB B1 is It 91 1 2 Retaining Wall Schedule 4 REVISIONS: ePermit Response Nov. 2, 2016 • LEVEL BACKFILL #4 ® 12"oc HORIZ. PROVIDE FREE-DRAINING f, fix . `. S> MATERIAL -:Mi '' OW, �, ' APPROVAL YC c #5 © 12"oc VERT. CTRD. IN WALL E PLACE SLAB PRIOR TO z BACKFILLING WALL FOOTING DRAIN BY OTHERS 10 TIGHTLINE TO STORM SYSTEM SLAB ON GRADE OR TIE TO 3"O WEEP HOLES PER PLAN 0 8'oc SET 6" ABOVE DOWNHILL FINISHED GRADE • c '"t- E - - - - ft.on !l�.x!G. 1 ;1 x,11:1,.;1 1.. i�,��A� 0 7.-) *,: ,.#4, /4/4/.4/>4441-:?** lc\#4. (3)#4 LONGIT. mom PROJECT TITLE: 2'-3" 8" 5" 9s 96 , '` Storquest Self Storage 5 p 8 Site Structures 7 Dumpster Enclosure Wall 12740 SW Pacific Ave Tigard, OR 97223 6'-0" f • D 3'-0" min. #4 x 6'-0" F r J, 12"oc ON NON-EARTH `` "\\, `� ff ARCHITECT: FACE OF WALL Ae 4"\***\ ` , Magellan Architecture CONCRETE WALLSOIL FACE 8383 158th Ave NE Suite 280 OF WALLS Redmond, WA 98052 ADD DIAGONAL IN WALL 4.4V PH 425.885.4300 TO MATCH WALL REINF. f �, ADD VERT. BARS FX 425.885.4303 AS REQUIRED TO o X ," \ SUPPORT CORNER MEW • - BARS ISSUE: .$4\. Q ,f- PERMIT ,. �' 4 , 6°_0" CADD VERT. BARS • • SHEET TITLE: ` a tIC') AS REQUIRED TO NORMAL FOOTING % f �, #4 x 8 C� . SUPPORT CORNER Retaining REINFORCING !\\*4.. 12"oc ON NON-EARTH '" BARS Site eta i n i n g f , FACE OF WALL ADD BARS TO v #84Wall Details MATCH NORMAL • 44. E 7,,,, \ � REINFORCING o SCALE: 15�.��f\��,�`��`• c • * 3/4" _ 1'-0" U.N.O. LINE OF EXCAVATION �� ''� ` % • �� DATE: ` 4 August 03, 2016 NORMAL FOOTING ##\##014,,•#k*` : *! j r � �, PROJECT NO: 02257-2015-03 REINFORCING SHEET NO: SOIL FACE Plan View at Walls OF WALLS S2 • 1 9 1 0 Typical Stepped Footing 1 1 Additional Reinforcement at Retaining Walls 1 2 NO: OF SHEETS: KEY NOTES D � c 1❑ BUILDING TO BE DfMD'D PER PLANSEl �� d • OLI PROPERLY TERMINATE CAP & MAKE SAFE ALL EXISTING UTILITIES TO STRUCTURES TO BE edr A DEMOLISHED r Redmond, WA t p3 EXISTING SIGN TO BE DEMOB ,4894 ALL • EXISTING CURBING, PAVEMENT, HARDSCAPE, ETC. TO BE DEMO'D Ir. ,4...7 p Al PAUIFIU HISHWAY U a7 O O NC c 0aJ"- u. .. , ,212,..,_. + + Q 7 U A al Oa) l NOO oE0ao `� cNg N� 0Oi - • 2EnaOwy� -2 + L. aiTO000'NzwC7 o or oEvaa'.. ',,-5, a? e "O TaNONN O al.• a1 N a.. m ,.- >x am a,___--t oc N a LO O C C < Y-I'CU ; SNC M + 4 Cm � 7 ayaO co O aV O Q - U�i a E Ln - E-E2 i.,,_-Z.'="0 O' ,T3 0 VCzOO�Uc'v�,_EEc`--p—oCOc.vvomQJ�qawNoamaoUoo �^bpc} L o UN w p a — y,roo- „ 00 \\* Mgli MUM L.\\** 1=1=1=1=1=1= \\*. + .=1 O5V m \ ...\\. . mc ' w u O p _ - —e -a'- .r". a\-- -mow n - -wanrw a � - -f • 4. q � / --- • 7 T �'il� asas:asswNRls: rS � 6taoa 1.. . I \ C c . I L4 2) cy,,,,L1 5, ,s, ,,,_, f a \ l .. . 11A / U . i j I E \_.__ 1 - co O co CC u -o� 1 • 1 ® Xi I = W � Q X c % I + + . 4 ! . _ E ® . EXISTING APPROX. 1,180 SF i ® — o DAVIDSON ' S ! I I RESTAURANT 0)1 7=3 -71" 1 _ U g oQ E , RESTAURANT G 0 ° g i 1 ) TO BE DEMO) +� s E c9ar) a ff 0'23 0 c...., , o t ® ,, 1 , I I , 1 I0: cs ji:ri ,_' \ \ i I ;,, ) 4i �I I r� a� o T/777'1`r1J7T/7,7TrTT7T/�JT1Tr�77'l/77� ,•/1.iwar 71, =1: w W Zw —�— I j S r ' if 1 _ \\\\Lf i" \ El \\ ' 1 4. e I + CZif + \� SELF STOi�AGE si lsi A + A II 7 W I 1 \ \\r a I �. �— l (.9 7Y>'Yr 1, , - - \ \� < 0 r 10 A A z� + + D • � li, 1 o � 1fY < gI v ztI 'I a. \1 S f s (11) (.9 4 I ,I i . \ + •+ v I cn \ II.//.., rI LL eLi „if 1 c2 co I .I . o if o A EXISTING APPROX. 28,760I 11 • l• — f SF i I Q 11:1 e/( - 1 ) ._, Ilu `,; RETAIL & OFFICE BUILDING TO BE DEMO'D ® ®/ \\ li N 4❑ + /d /1 ((il V i. S 1 f / \ 1 \N. I .1/ I, s 0 innillll _ I I I ” + � � 611W W1/11611 ® I - W 0z r1 le V �d �� ' eld � F I i i - 1 0 CO a w EtI vr7ri7r7rrls,rrrr�rrrtrrri77-�r�r77i�s�rrlrrr'I'lrrr77rrrrr Li I - a if r ..'"-.....:••••••°. a - I O le r Cl) N — r t �► ff 1 'eLL,.Y,PFJ I+ I DEMOLITION NOTES N0. DATE BY l I * � 1.4'i WASH 1 I + / lk ' St " i ,411i 1 I . I A. FURNISH ALL LABOR AND MATERIALS/EQUIPMENT TO COMPLETE DEMOLITION AND REMOVAL tIlk 0 * dr 4 `'�jyN"'1� st f 1 I OF ALL ITEMS AS INDICATED. 4 As ,-,06,4, 44, 1:::-.1 I I B. GC SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE DURATION OF 3 ' '� S' * f 1 + CON TRUC11 L� + 5tAr►tbv s h , iiii„. I 1 II I i I + C. IF ANY QUES11ONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN °VW t - QUESTION WITM THE ARCHITECT BEFORE PROCEEDING.. 1 ,.., .„, ' 40- �41, ► , f + ✓ lccci�fig 411 0 ., t,u t./1.r.1Llca��t{sceL1ca1{t,cid.✓alcry.44,,�L1ciL.tir4.44:411.1.111.1.4.11.1.1 1 I I 1 1 1 T 1 L I I D. GC SHALL BE RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANY DAMAGE CAUSED BY i �, d ��t �► I HIM OR HIS SUBGCS TO EXISTING CONSTRUCTION PUBLIC AREAS, ADJACENT PROPERTIES, ISSUE DATES le • 404, • A►4 Hll F 4 y +0 . i �` — — �J g I - -~ OR TENANT SPACES. REFINISH TO MATCH EXISTING ADJACENT FINISH, OR AS NOTFD ,� i,is 5 , 416 *"RROJT +--� –.�—W—� �.� HEREIN. LAND USE APPROVAL:2016-04-29 –w---r�.• ..--_ ... "Illr �` .� "• OCA�N + r� If E. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO PERMIT SUBMITTAL: 2016-08-30 41?,��' ,n� -, ,+ r DATA/COMMUNICA11ONS AND TELEPHONE SHALL BE VERIFIED WITH TELEPHONE COMPANIES PERMIT RECEIVED: �; P f�� } + AND TENANT. li 01 ' BID DOCS: ' F. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DWGS. THE INTENT IS _ .� , 11"4::';, • + ► TO INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE WORK IN CONSTR. DOCS: ' • ► Irak WALNUT PLACE APARTMENTS ACCORDANCE WITH THE CONTRACT DWGS. Tigard ' w�� 1 V IA 411.` (R-25 ZONING) 24"x36"SCALE: AS NOTED tkinPraa ..... "� ' ` '' ` ITE P LA N N TES PLOT DATE: 2016-08-29 ' S O S # CAD FILE: 15-133 A11 *k °S Ole 0 A. EXISTING CONDITIONS WERE DERIVED FROM SURVEY DATED 12-10-15 BY CHASE, - ��` 9 / JONES & ASSOCIATES INC. REFER TO COVER SHEET FOR ADDITIONAL SURVEYOR JOB NUMBER: 15-133 c', 4 i*1 ,, ` 1b fllo ,rI111 INFORMATION. CHECKED: PAMC vilc �" 'p , Npr / B. ACCESSIBLE ROUTES OF TRAVEL NOT TO EXCEED 5% SLOPE IN THE DIRECTION OF DRAWN: DYM r■rfr • <, 4 4._ ' TRAVEL AND 2% CROSS SLOPE. STATUS: ISSUE FOR PERMIT C. THE GC IS RESPONSIBLE FOR PROCURING NECESSARY PERMITS, AS REQUIRED, FOR: ARE HYDRANTS & WATER MAIN INSTALLATIONS, SPRINKLER SYSTEM SUPPLY MAIN AND FDC, SPRINKLER SYSTEM, AUTOMATIC FIRE ALARM SYSTEM AND MONITORING SYSTEMS AS APPROPRIATE. DEMOLITION SITE PLAN 0 VICINITY MAP .a --- DEMOLITION SITE PLAN ►tib = SCALE: 1 , 20' ■ KEY NOTES DAA / NEW DRIVEWAY PER CIVIL DRAWINGS. // \\ NEW CONCRETE SIDEWALK PER PLANS AND CIVIL PLANS. WIDTH VARIES, REFER TO edrj4. t ("� PLANS � • F pMOTORIZED GATE w/ EMERGENCY ACCESS BOX N• Redmond, WA Q iiiii4894 Q E4 LANDSCAPE AREA - REFER TO LANDSCAPE PLANS •75),_ OF Og�� P*' R * I * D * E * PROVIDER APPROVAL,--,-, TRASH & RECYCLING ENCLOSURE - PER PLANS; REFER TO 1/A1.10 FOR SOLID WASTE DISPOSAL COMPANYQ ELECTRICAL TRANSFORMER & IN-GROUND VAULT 11 P.O, Box 820 Sherwood, OR 97140 AlP A C I F I H I [� H W R Y + 0 RELOCATED EXISTING HYDRANT - PER CIVIL DRAWINGS _, .mac. o e 116. E°a�-c °w Fa 8 NOT USED {n mon a 00m:E4v3s» Phone: (503) 625-6177 Fax: (503) 625-6179 a ' n c• h 0 6. 0 = ` vn�oo'6'-cN10.2 August I, 2016 Q ® (3) BIKE BICYCLE-RACK ON 6'-0" x 10'-0" CONCRETE PAD E a.,>- ° , °' o w n c� o ¢� :00 a� °'m o� a m a� c on4 EXIT DOOR LOCATION. PROVIDE LEVEL LANDING PER CIVIL DRAWINGS. a : 2 . °° ,-v ` a# c- Dirk McCulloch © • 8 _ ° • o L o + '0 11 REFER TO CIVIL DRAWINGS FOR IMPROVEMENTS a . o To;='o y,. a o N•5 v Magellan Architects •1.20 .� ....„46. m cr., ., ; 0--a E:�o a, 158th 12 SIGN AT 84" ABOVE FINISHED FLOOR: 'DO NOT ENTER"/"EXIT ONLY," PER NOTE m E ,° o a--N m o E 8383 158 Ave NE #280 + L "L = � �� •1.30 0 = c m , a Redmond, WA 98052 \' \'12 _ /�' T j �Q� ❑ 12' WIDE X 6" HIGH CURB WITH " TOP EDGE BASE CHAMFER. CURB TO EXTEND MINIMUM a Q.S v c PL :. °" , *. a: '�' ', ' : ,..4.-0.,6, ,,.. v+ `, a►.• �' . : - "�..:,, .•-.,..� -,------\------7 -- �_L _��-_ -_ i... 18' BELOW FINISHED GRADE. `� 0, 'a v E o v=I .� ov0 Re: StorQuest Self Storage Tigard 1 ,.' 'e.. . . . . 4o'' '"5" i_.. �aN-. ; 07A' . . �1� + . . . . - � °, m o"' • N - . a•." • /.- i '- -a;..` ,-+d'.4. ,..fi.1.a4O*,rtr: .�w.SV1riiM,v�rVAIY rv�t� ..iA .�.i'rtvr4ir•.r/Iii.ws'rss s/b,Fi%.•-� i t��zr�_��•�• p x q -c m.-•-:;. o E 2 45.'•'.;.,u E `+'o :..a �I .!. � ( Y 41 r � I'i'i!.! � � s o ".►- � �` a� ° ° o+'ccc u°'nw° cy I �� . � �.�'_ ,/�� 1 JB1 .� �� ►d ° We have reviewed the site Ian for the above mentioned project. According tom e-mail • ,• �' ' t* k; °� /�� a 4 N.D.N � t ``y U _ .s= P P .I � J i� � �1',�:'�•t� q�►♦�� 1 9s/ •.. i�,. 1� � �' 0).4.2",(0,04050' �,� � � �sl��' � ��Y �©r+�� I �� + ' ,iii/--F-- 1 O 4 �'� O� m U.. � o � j O�� r 1► ®fes �� ® � \`\\ Earn.° on conversations with Dirk, the property will be utilizing residential style roll carts for all garbage >- , ,t��, , � ` , � m_ V:- f �;1 - - _Eli-'- . ZS*e , "1 6--:.,, PROJECT DATA and recycling services. With this in mind, the size and location of the enclosure is adequate. 1 �.t , 1,0,0 1 • Ay.,� © r►:::. .. , % Ira r 32-10 1/8' I 1 tr��'i.`` 10 If at anytime the customer chooses to use front-load containers for service,the enclosure size •�,a, - �'.�� l • �▪:'¢ SITE ADDRESS' 12800 SW PACIFIC AVE H would need to be modified. I [53y��~;1 ©- I r \ =;; ' '1 -IP+ % TIGARD, OREGON 97223 V .°-' o.) d..., vi --. 'SF*1".\:-:-:•••:-....i,°-. itk CU ;4 g ,s8 cY 15 �� _ �. 1 '=4`0 :, . LEGAL DESCRIPTION & PARCEL 251026001503; - - c,! ._ o If you have any questions, feel free to contact me. , It r 1 Trr L SING a Y • j FI CE _ FREWING'S ORCHARD TRACTS Lot:1 x x c Sincerely, 1 `'' . �: ' 4 `�� - z ca �' 0 DAVIDSON 'S . � FF. ' 177.5 0• ¢ s, o cri iS g c,,?. E . Kristin Leichner /�'" I ! ,Z, 12-6.' 4:• I JURISDICTION: CITY OF TIGARD Pride Disposal Co. RESTAURANT I`* I `' � •, , PROPERTY ZONING: C-G (COMMERCIAL - GENERAL) ¢' EL c o (503) 625-6177 I - , , l :▪. A CO LO o ` ' SITE AREA CALCULATIONS AND CONDITIONS MI - N kristinl@pridedisposal.com I41 �� I y I c., .aj 1.691 �) r* SITE AREA (ORIGINAL): 62,464 S.F. (1.43 ACRES) co M co 1- L., I i.Mvl 1&1414; i> ) i + ,' , a` �� -; DEDICATION AREA: ± 3,381 S.F. 1i{ ,� �r \":\\Pi; :.��, I�rrit q f I� 1 POST-DEDICATION SITE AREA: 59,083 S.F. (1.36 ACRES) MAX. IMPERVIOUS AREA 85%a 50,221 S.F. .;1�o r . / s PROPOSED IMPERVIOUS AREA: 49,967 S.F. (84.6%) �j '� _ z :;11.. .0748,::'y © t� .. , _ StorQuest. SOLID WASTE PROVIDER APPROVAL I jl o ,�� s '' �+ PROPOSED LANDSCAPE AREA: 9,116 S.F. (15.4%) SELF STORAGE 410 In Tit • ,,,,,_, ,- I A1. ` y�I. K 24'-0" I • ,, x 14-dy 4„,,.�� 3 I-- , . 0 po\_ .11 "o :V' 141r.!J 1} tc i 01 LLJ IL__.________ r / 'wi ,a • Ir V • ' f q PROPOSED 3-STORY CLIMATE CONTROLLED ` '�} `� . $ • fY < * Tcl; J \ ��. 1t 4I \\Z SELF-STORAGE FACILITY ' � � , i. 1 Q FIRS FLOORS % 4"""' \ I 1 0 LL < SLAB FFE: 177.5' = ti s \s 1 I (1-1.51 �'� 0 ; •1.30 : 1 + > J _ `▪� 11 I\ I I 8 .• I•,� iiJ CY- I ;;:Al ,: I �X� 41 CRITICAL AREAS DESIGNATION(S): NONE ON SITE (/) 0 0 ` ® 0'1 01),4 .I / jJ y1 ( 1 H. f l TREE RETENTION REQUIREMENTS: REFER TO LANDSCAPE PLANS H r n •° i. co �J%� 1,:Il.: i� /s /f I vJ at � ,*;' � , 33'-9 3/8" �» ',-+•„ 1/ / ., I PARKING REQUIREMENTS & CALCULATIONS: W LL = co Iw w - " I REFER TO CLEMOW & ASSOCIATES TRANSPORTATION ANALYSIS DATED 02-18-2016 z h 4 oot, • , WAY ct. ... •w•' . o ,,. . ,� - o_ + I. i,t .r, :. • :�pi� _ '-`0 • 1 I FOR PARKING INFORMATION 1 i i _ P!T . �< I LLI 1 O Z :ow= ONE, '7,:i ..--.:Cy.. : ▪-, . ,:. �: 1 ( (in I O r �� i r` •'•' ' I I BICYCLE PARKING REQUIREMENTS: VJ v w 1 112. 'I�R48'-0" t e, 23'-5 5/$' .: :'�� %` •.. (I''')) Q •.JLC 1 0 0 ~ i ▪ 1 `_ j I + BICYCLE RACK REQUIREMENT PER SECTION 18.765: z CL Q I I �` ' + t1' !�' �`�� .,r i6 ' 1 I 1.0 PER 40 STORAGE UNITS: 740 STORAGE UNITS/40 = 18.5 x 1.0 = 18.5 = 18 O O C O �i *1• I r __ / - t` Tilly' : I + BICYCLE RACKS REQUIRED. ` W a !o' R2B"� COVERLY� 6-`! e J Z . 1 ti 1� -0AD/UNL + , =°sa >� iay • ::i0 . III - - REQD PROVIDED Lu N 0 • % i . ZT 1- OAS• °e4. 4 j'( /' �� 44'-1 1/2" �� AREA 0 (....,,i1/4. ♦,Vtiil ii'C Zb, :t::•..............................• .....▪.. zeo {' BIKE PARKING 18 3 *4,4 llie4 V. 44/4 Z o tliP 5, x" e CAR ' t',�4 \ N1 ---f- ' i 1b • _s1'��' �� ' ' . + I PROPOSED BICYCLE PARKING RAT10 IS SUPPORTED BY THE CLEMOw & ASSOCIATES REVISIONS * d'It. Ar III 4,* * + �~ 'Qi WASH + w� \ II _ I TRANSPORTATION REPORT DATED 02-18-2016 AND, OPERATIONALLY, WILL BE MORE NO. DATE BY lir 0 IP �,� 4Ik- /IN% 4 l►��-- \-~ � I I 1 •+ THAN SUFFICIENT FOR THE PROPOSED FACILITY l 1.30 �� \� Si / (2) 8.5' x 20' PARALLEL SPACES 45'-0" (4) 10' W. PARKING/LOADING 20'-0" t N a ~ A 12-28-16 PER ARCH. t/► ' v 40 /r4 •II \ 1 - ^ 02.4' DEDICAl14N TO ;1:. I I I " ' !" 1 ,� tab 4? - � 1 SPACES + 5' ACCESS AISLE 5W �1cKENZIE ST v 12-30-16 CITY COMMENTS . „8 ,T °' J + © �. �� _ II I I BUILDING SETBACKS: �EOUIRED PROPOSED 02-19-17 VE REVISIONS + ` _�_ - - QUIRE1a 2D' B. 011 R=25 ZONING _ _ _ + "`"� 1 " n T �,�v � w:s�a=-"" ` r �` , I I I NORTHWEST SW PACIFIC 0' 0' 2" sto lim► ,> p` �e ti`�,�` -...,,, ..•. '` _ \ / /. -- 8' ! si - I ( ) 4 04-25-17 PER ARCH. itAn ►r r o�a :vv - �� 1I NORTHEAST (McKENZIE) 0' 13' 11" �.it # +� chow � c� j i r �� .,...4,. a`..::::• •• r �' _ti' Z o I# . I I f + , * "0 fir"° *$> -�*O-�-O L t.� �+. .. t d I I+ II I 11-10-17 BASEMENT ELIM. ,� r ��a�'i`r��i�e�'!�'te��'i�ZekiN.. V'+ `!'( 0...40 ,NliN h \� 'i Z r'+Q,Cli viNNi Z� � hN,1 'S`1�'i'ti�Q >t, Z I ! of ��a'1 V a Nc ,„ , O a NZIO I:'`�' 6= I 4ilit 4' Gi. � te+� Lss`Gi: 1� 4. b►a � es '� � i.h4 eti.� IDa ` rai'. M �. 5 � * e�ti.4i. 1 �. et putt► �. ee 'O.�Lvi. ►. . I� I I j SOUTHEAST 20 45 11 I« v �. ar r ♦'0.4)-400+014rl'w'�a 10141A�+ v'irh w a, q- {'u> w'*,i,�'i+ r'�''bT�.1� 04 01001r4404431'1,o- v ■ ' o a v I I g - I. + " III 0 {?� !►�,*«�, �vc,caa��i��1�,*,,e��,<�r,opala;4�c��e �,�As�c� �>riw`�1��'>�es�s>�01a�zF��z,s�04,c1�1!lltli7at,t»;4*�*.r'�seD,>s�44.�1i0%��f+��i�ds�r4lQl.� ar��4k�M��1t�e��ao�� . .� + „ SOUTHWEST 0' 32 6", 6 -11, 4C�, a 0 it �f # % +0 rk ,A .-.:1. . '. ., ... -' NIf IIIIINV mil ' - ,411.,-... g• . ' ....�.... ��sit.„�R_I0, ti' , I - I --- ISSUE DATES 40 L St i - ♦ , s� . PROJECT ♦ ------ ' =;� � I - - LAND USE APPROVAL: 2016-04-29 BUILDING HEIGHT PER C-G ZONING: ' sw 4' °' 4 LOCATION8 - PERMIT SUBMITTAL.: 2016-08-30 �P I ` 1.30 --- PERMIT RECEIVED: 2017-04-03 iti + p MOW 111, i '120 6" 5'-6' 28'-0" a * MAX. ALLOWED BUILDING HEIGHT: 45' PROPOSED BUILDING HEIGHT: 40' 6- BID DOCS: 2016-08-09 9- �, 1111\1111\11111111111' • - 1, ; - • 5 ' CONSTR. DOCS: 2017-04-25 t� 1 • 400 WALNUT PLACE APARTMENTS de REFER TO SHEETS A0.20 AND A0.21 FOR BUILDING CODE SUMMARY 7k{oaf 'a 4►y�� \ - (R-25 ZONING) 24"x36"SCALE: AS NOTED Fkn�rnr:rry 4* � � � � ,, 11P SITE PLAN NOTES PLOT DATE: 2017-11-10 ♦ 41* CAD FILE: 15-133_A11 A. EXISTING CONDITIONS WERE DERIVED FROM SURVEY DATED 12-10-15 BY CHASE, /7/4‹ A,N # , 400iii JONES & ASSOCIATES INC. REFER TO COVER SHEET FOR ADDITIONAL SURVEYOR JOB NUMBER: 15-133 1�`y q, 4,�y�C+ '4py IIIII, ,�IIII INFORMATION. O * II 11 ' CHECKED: DYM/PAMC 1. C i ¶ I ', B. ACCESSIBLE ROUTES OF TRAVEL NOT TO EXCEED 5% SLOPE IN THE DIRECTION OF DRAWN: DYM s �1[� t �� C, - TRAVEL AND 2% CROSS SLOPE... 4 arm #,#,\4(,, 4- STATUS: BASEMENT ELIMINATION I C. THE GC IS RESPONSIBLE FOR PROCURING NECESSARY PERMITS, AS REQUIRED, FOR: FIRE HYDRANTS & WATER MAIN INSTALLATIONS, SPRINKLER SYSTEM SUPPLY MAIN AND FDC, SPRINKLER SYSTEM, AUTOMATIC FIRE ALARM SYSTEM AND MONITORING ARCHITECTURAL AS APPROPRIATE. SITE PLAN 0 VICINITY MAP ---�� SITE PLAN 1 AIV SCALE: 1 = 20' A1 . KEY NOTES DAk ti� c I ' I 10" DIAMETER BOLLARD WITH KEYPAD MOUNTED ON TOP. 10 i SIM. � 4`� 1.20 Cy r Ad�,�DA 2 PROVIDE KNOX BOX PER FIRE MARSHALL COORDINATION PLAN FOR GATE / r ^ ACCESS. mond, WA E3 NOT USED. �C� 4894 0 5'-S' 3'-4' j k k k k k k k $ d C) 2 3 7/8' / k k k k k k k k 4 6"SQ. STND. METAL FENCE POST AT GATE OPENING. OF 011 3- 1.2a .-- /, k k k k k k k 5 6' HIGH METAL PICKET FENCE TYP.al '1.30 �I / I I I / k k k k k k k k fi / n DETECTOR LOOP - FOR GATE OPERATION, c� g.,!. 15:0 y a o o I I I / k k k k k k k k 7 ! c , '///////////////////////////// //////////////////////////1 j //.7////// i'�i///�//��/////////////////// k k k k k k k k 8 GATE OPERATOR W/ BOLLARD PROTECTION. a 2,-0'6' E o , r o .L'> �' / '1 In O rn�. 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N N \ N N /, /' % .k k k k k k k k k k k k k k O m •� y ° aLj o N o / /".. k k k k k k k O IV- UI Nom: 72, 460 w0.6 p" c N O / ++ to V O L_ O u U 0-' c c Cy, p w IA N U c N / k k k k k k k k k s +.., N rn y .• ti_ / / k k k k k k k k k k k k k k k k Q �'ts aao o O O p �,v OLCLN k k k k k k k k k k k k k It v / fI / U QQQ�Zow � 34EanuOa ---- - - - - I. ; � k k k k k k k k k k k k k k k k . % W y y W y y y y y y y y y y y y y y y ` i _... % l�1 k k k k k k k k k k k k k C �..I C� d 4._.) / / k k yF k k k OO '1- y y y W y + y W `I, / I I / k k k k '� a? a� ,n ,r rn . y sk y W W W y . - % i k k k k k k Y k k k k k k k k k C 0 E— C 70 O CO .� . - W 4, W y y y 4, y I I % k k k k k k k k k k k 1c [} fn LO _ a- 703 d, W W W ,Y W W • .__.- - / _ ._. I J k k k k . - i/ its, E ///////////, W °' �' CV ca Q r k k k k k k k k k k k k k k k k MIMI h[~ YC o / k ` k � k k • yy/y `y . k k k k k k k k k k IL: k k k k k Fys Z ..O I.L. � � k k ' k k k W I k k k 'CO k k k k k k k k k k U = dp I✓ m k k k k k k k k il"� - k k k k k k k k alli) � m k k k k k k k k I , _I' k k k k k k > E 0 k k k if ` k k k k k k k ¢ N � ON V_ k \ k k k k k k k k CO � It k � $. k k - - I R k k k k k k � � A \. © k k k k k k k k k k k Vc CI3' � LC7 l!7 � Wri I PER PLAN c, � �� k k k k k Qv °" U �t 6" " 6" GUIDE POST o I°' -- k k I q � k k I k - k k //////. „,i � LJm �` 6CATCH POST w/ 10” CATCH PLATE � �-FENCE25'-5"' k 26'-0" k k k k k k 31'-Q"k k 23'-9 1/4" , 3' I `�4 A1.20 \f : r i , yX. I: !ki y I _ _ I I I Ig ./ k ,lk k Y /,7'/ k Nc k ' 1a ` '' _ V r i " Xx �. �G 1 ��f kk kkkNNNNNNNNNI NNNNNNNNNI �� / � "'�#,- -0 >; ? X - X .,>,- a f .ri, ! e 5[l < ! k k k k k k k k /1:14. k / '1.20 — � _ -� e k �• �� X n <� i k k k k k k k k k k % ///// //////� a •i• .: `• • i« K :I k, II e .1 k k k k k k k k k /� il.',1__, r ' y 8 - � ;1 -- , { _ II � Stor�uest. k � k k k k k / v .: I �I '� vil 11 r - '� I' _ --. g I �rk k k k k k k k k / I p ' .-' :: . - ' n - } i. 1t1.,,, " ; it ' > SELF STORAGE tri k k k 27-3 kk k k k k k k / I I0) al. �Di N I .I I ax P I'[ n k k k k k k k k k / I N I I I rt � I � � 1 1 u k k k k / k k - 26'-9" 3"' k k k k k k k k k kr2.9.-7 112 / IIL I I a ; s ' I f i ! n k k k k k k k _ � li I II is � i' y I , �' I ti `. I I� / I u I d ri I i! � v k k k k k /y / - _-1-,:--,:-*--:',..,-. : 1 II , a•- 'h y W •a• ►n ii n 4 - '✓t- i. N F 1 I, I I' I I 1 !I R f1 1 II I F I 1, rr V_ NL 4 • Y / I' o- 1 N 1 i, I; 1 1 :' " II i i n 4 [: '4 ii 1, I 1 GATE -I 1 I. I 'i N y I; - 1 Ir 1 ;1 1; d H 11 q 11 -;�,: \iidi / \ \ QN • ti ,1 11 � i n � c i1 11 k I, ,� � I i i it a I. IF f � ,, • 1 it I I• .I la N k k k '• $ N { I 4 f lI - OPERATOR -i I I; I 1 AI (.2) a0 C7 —i �\ 1111 O G ■ k k k� r— --- - L PRESSURE SENSOR EDGE STOP SWITCH ON 2-0" `; CD LEADING EDGE OF GATE, BY "MILLER EDGE" \-3/4" SQUARE BAR ® 6" 0.C. L. < 0 L k k k 0 ❑ 8 I� i "' I I OR OWNER APPROVED EQUAL. k k k k 1 / � 13 2"x2" SQUARE METAL GATE FRAME ■ 1.209 TYP. I ///////////////////////////////iii///ilii/////////////////////////iii/////////iii/� \ LCO ROLLING GATE TRACKS: k k k k6 Ll e / �. 0 LL 10 CATCH POST C� ROLLING GATE ELEVATION k k k k I — I if) , _ — _ ...- A1.20 SIDE VIEW '4 ® 1ANCHORDSTUDS FOREWITH i"D X 41 EMBEDMENT INTO CONC. F"" ■ n / o lil22 1/2" ( '1.20 PAVING. �++ ")i k k f r� k I i 2111x11 _ 17'-0" - I i , V 1 r n k k k i 9 r , �` VERIFY OPERATOR STAND / ! V k k I I Qom ' O� 1.2D - DIMENSIONS & CONFIGURATION W/ 1 I N OPERATOR MFR. r � I / LL II k k I k k k k k k k k k k k k k k k k k k k k k k ` ` ` L ___ ___ ___ ___ ......) / _ _� / GUIDE POST TOP W k k i OPEIAZQR STAND OPERATOR STAND` ^ k k k k k k k k k k k k k k k k / 0 / k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k ELM ELEVATIOK v / k k 8 i : : : : : : : : : ICICICICICICICICICIC : : T : : : : : : : : : ICICICICIC k k k k k k k k k 1 6" GUIDEPOST■ BOLLARD ----..„„:fkk '1.20 /_ k. k k k k kfENCE�, _ L k k k r .. I Q TYP. 6" BOLLARD: ALIGN FA A -I w/ CENTERLINE OF BOLLARDCE OF POST CHAINE:_ji W2 N B ROWNG GATE PLAN GATE OPERATOR D iTli - N- I rn I� I� INTERFACE JUNCTION BOX U Z I I 0 o ENLARGED PARKING EXIT GATE PLAN ENLARGED ENTRY GATE PLAN LIDIN E " w S G S CU RITY GATE 03/1fi = 1 -0 3116" = 1'-0" 114" = 1'-0" O U) � W . < • CAP:6" PVC BOLLARD COVER �� KEYPAD AND BOLLARD V J Z N ~ BY "IDEAL SHIELD" i`' COLOR: PS ORANGE 1 F• REVISIONS • NO. DATE BY 6" DIA. STANDARD ZINC COATED STEEL PIPE GATE FILLED WITH CONCRETE Z IV CONDUIT TO BE STUBBED 42" \ 2 o 12-230-16 CITY COMMENTS 1- \ ° GATE I `� AT ASPHALT PAVEMENTS AT CONCRETE PAVEMENT m a WHITi TYP. E LINESE A 02-19-17 VE REVISIONS "' CONCRETE SLEEVE (PIER) CROWN CONCRETE AT BASE OF PIPE o ° I ° /4\ TO STOP AT TOP OF BINDER ~ GATE WHEEL ASSEMBLY AI COURSE EXPANSION JOINT ALL SIDES W/CONCRETE o 2" X 2" X 1 4 STEEL I 10" ID -- SCHEDULE 40 STEEL PIPE, NOT o\ / „ /b\ SURFACE 2'-O" SQ. PAVEMENT ONLY ;, ¢ o \ CONT. W/ 51//84:0 /8 X 6 LONG COURSE y I TO EXCEED 10.5"OD (PRIMED AND PAINTED STUD ANCHOR @ 24" O.C. ISSUE DATES CONCRETE PAVING 'r' a ¢° BLACK) FILLED w/ CONCRETE TO 3'-0" �� i . 1 AFTER PLACEMENT. CONDUIT IN PIPE IS _ LAND USE APPROVAL:2016-04-29 .� T A , a r.;,,• - ° STUBBED UP ABOVE THE DASHED LINE. =II II� I n M p II II 11 I�I1 ©111= I =II 11-1 PERMIT : 20160830 PROVIDED BY BUILNG CONTRACTOR.II I- S ` RMIT EIVED: 12 z ASPHALT PAVI G _I I II ° 4 ° ° o � I I=III- BID DOCS: ¢ _III ° I I COMPACTED SUBGRADE PER SOILS REPORT �` - d °IIII= 4" Qa • ° u o CONSTR. DOCS: J :III - MIN, COVER ° N6' CONC. FOOTING z �. ° ° a i I _ aT0P 24"x36"SCALE: AS NOTED o� a =III I CD a a PIPE EXTENDS 30" BELOW GRADE LEVEL D PLOT DATE: 2017-02-19 ® ® I - 12" DIA. CONCRETE BASE N a [, 4' HIGH WHITE b• WITH CONCRETE 6 AROUND AND BELOW LETTERS p NOTE: CAD FILE: ? =III C ' THE PIPE. PROVIDE WEEP HOLES IN 15-133_Al2 - I I= f d .' TYP. STEEL ANGLE FOR SITE JOB NUMBER: 15-133 ro =III ° III BLDG. CORNER I \ WATER DRAINAGE. 12-0 TYP. CHECKED: PAMC .III ° ° �� o \ 4, A 4 • 1" CONCRETE BACK TO GATE OPERATOR 7 1'- 6" DRAWN: OM 1 DYM -\ 111 ° ° I II 1'-0" BOLLARD = e a'� a . f PAD OR OFFICE. STATUS: ISSUE FOR PERMIT . 4 -III III COLLARD PLAN • 1 11=111=i € 1=1 I I=1 SITE DETAILS STEEL BOLLARD BOLLARD HEAD KEYPAD STAND STOP SIGN AT ENTRY GATE ROLLING GATE TRACK 9 1 O 1! = 1! !I 3/8" = 1_ 11 11 I_ I! ■ N.T.S. 3/4 -0 1 0 314 - 1 0 / 4 V / N IL k k L k 'L �m DAR k IL k k k k k k Far ~� � edrAd ('� / d ar-- -) ■ k6'-11-1/4" k k k k k I�9'-4"� '� -� A / d d / / k lik k k I k k Redmond, WA , ° ° / EtIV �� "��'�� d ° a d °4. ° . ° ° ■k k \k a 4894 0 d d ' it;si1iti;:I 14 i ° 4 . .p /QWALLER I • ° • + ° z. d r a •° a k k k k SRCUL � � � ' ■ 1.30CHAMF. CURB BEYOND 4:1 '1 / •�+�•V`�♦�•�•�I•�% ♦` + - d 4 u. N 0 o •O Vi dY�c CNN v.6 d / / ♦��A��♦ ♦��I' , ° ° t=-' cu c _ E--�- .- �� ►��n��.�a♦ c.i.P. CONC. o a o� / Q / I ►�•.�♦•�,.�..1►. .�..♦.'I... e • ° ° ° d° a °4a ° •d • ° c r ■ IL. k 1C, k k CL '� 3 °'],G� &� a N ►�� ♦��1 /��E►��I��♦ WALLS PER ° ° ° d a� ° v a E - L -21.'0 ° 3oao ncy � � ma \\\_/ �♦♦`♦N.`� ♦�.�`�� I�.�.�.�.�. STRUCTURAL. a °4 L k k -d k ' 2A 4 o a, , v o t ° o o E_ w a m 7 �- I ��,�� I�� 4 a ° "° "' oO •1.30 o m `. m ' cL.v o N t a°'o "c •►.�..♦♦�''V'V ''V W'. I.'V''V"" V'V.�.�..�. _ ° 4 ° ° e 4 ° 4 a • L�..I k. ■ IL k IL I.O N 8-2i •as' [7,!,- >'7,,,7 N O c C O 3-HINGES MIN. PER I •��,`��•� ��+'�~�ItA4t♦�•� ° • GATE LEAF WELDED OR ��.��.��♦�.� ��IF. �.�.�.�.��.� ° ° ° d a • ° .L k k k k tL o ELN E.E.� >' -% 1• ° ,, CLAMPED TO POST AND ��1P�♦ ��/�� °° p 4 , - ' - v v o �� .� .. ��. . ... . ..�� GATE FRAME. I ;�:��:�:�:.:�:A�� . ° . . ° °�' d°° ° CD C ■ w v a� ao6 ` mLCQo d '�� "♦�� a a 4 . a ° a d 42 n_ k k k k k k d g ° o C o = c ` e a" N ° o s 4 C=2" ,��% ► "A�� 4 • ° a . C- °co a r _ v, es. r..ri I - ,�...+♦,...♦...`.,`� 40. II ��.�♦♦........ ° k■ IG. IL IL k k .� /1111.30 O >Y.S aEomJi".' °;a: vu" d ',1 HSS PIPE STEEL GATE fr. _ >4,,z (3 . 004,- , Z ° TOS ,l POST PER STRUCTURAL IL k k tc ,k a Q d a © N o ' .__ `-- oaso• odd FILL W CONC. k 4 4 v v a a °' v� ° o E °IL IL rn u'� ° c.� a m `w40 ll A a { ) I I FINISH GRADE t ,� yEd, - - -'-- -- -- � o, o o . VARIES- REF. CIVILP_AN3 a k k k 758"e- k k ILk LOC � ° .. ° � yInIn T 1 8'-1l" 7 6" 12'-4" k k k k k Q '�'=t ° ga � o�� u▪ �� d k k k k k 1.30 �' k � - �t o . d ac�i m ° j ov i / /IL, k �L L 3 QQ¢..Z o m L d E aau o o, • � a i I y 22'-5" I/_ IL k I[. k k k k i 6 ! k k k k i k k IG. k ,L /_ '1.30 k FENCE PER 12/A1id. 2.30 (Tkl'PICQL). k k k k k L k k k V k k k k x m 8 a co I 1 • iso, - td:o C13 E-, C/) E op U .a � xA L __ 1 _ ._ Bci-, 1 , — o m ° TRASH ENCLOSURE GATE POST 0 TRASH ENCLOSURE ELEVATION 4 TRASH ENCLOSURE PLAN WII o E SCALE: 3" = 1'-0" 1/2" = 1'-0" 114"=1' 0" ¢ a 01) < › � d CO o (ISI aD Lf) • L co2o co F— U 6" THICK CONCRETE FLOOR W/ 6x6xW1.4/W1.4 WWM 0/ 4" LAYER 'c.., 24 GA - DTE - FIN. COMPACTED ROCK BASE SLOPE FLOOR METAL COPING - SLOPE 1/8"/FT TO GATE OPENING, MEDIUM N. = " BROOM FINISH �.Ir HD 1 SECURITY CHAIN LINK. ° DESIGN: PAC-CLAD ' ',-.[. .1 OF I' for nest. ' 11 I If ,Ill II II ,01 91 . . SE1.F STORAGE END OF TRASH ENCLOUSRE '�''. I hill I '��III 11i111,j�'0�1 �E.�'' WITH COATED BLACK VINYL PAC-TITE COPING SYSTEM. �# `, 1I 0I FIai' PIP 11 p I INFILL SLATS. VARIES PER PLAN WALL �,I 1, I 11'Il ` 'i, I lI J l l 1�1 1 i�1 I 1111 15'-0" MINIMUM. I W 6" SQ STEEL GATE POST1,0 ��I.I , 1 0 ill �, } C.1.P. CONCRETE WALL - . C.I.P. CONCRETE WALL----"iX lJ�� r. ' I FII �IlJ,J ° REINFORCE PER STRUCT. 1'-1" BEYOND, TO MATCH �, ,' 0A01 / 1 I� I 1 '11 ,, , 3 °° 0 'I ,� y FTG AT PERIMETER OF ENCLOSURE SLAB BUILDING. i 1 I I I I z BU LD NG }v' 11)111:11r I I 1) ili i REQUIRED TOCP EVENT = FENCE PER Q >- / DETAIL 12/A1.30. () > r r , 'FPO I 11 11 °� F-- �'�/ J I I DUMPSTER IMPACT TO L.L.. d2'� 6" /�" 2j 6' 0" ' 6" GATE POST ' i 1 Agei 1I� Q MASONRY. W FILLED WITH ` 1 / PROVIDE COMMERCIAL no 0 LLGRADE GALVENIZED a PER LANDSCAPE 2-#4 KEBABS 1 b BUFFER PLANTINGS 1/8" /FT. A �` CONCRETE, PAINTED 1��I °° 1/1.4 I 1�4 /FT. , ` - TO MATCH BUILDING. \ 'Y ; •' �d 0 CANE BOLTS. 1/2" PREMOLDED EXPANSION PLANS. d a _ 181 JOINT FILLER. 114;4?C' ei,.? 4. `411 vle. 414- vet?-- vi ,O-. 44", ...1.414.11.,.. 4. �. > i� I 01400ll ee 1 I' I lI I 12"X12" CONCRETE CURB. `^ b��' DRIVEWAY AND I-fII-I]I=111-1 f= 0111011,110 ;,''>,. .' " CURB PER CIVIL.d ASPHALT DRIVE FLASK TO -11=1u-111=_IIE11 I : '': ::'' `° �Ti=lir--iE-iii-iii= 6" THICK CONCRETE SLAB. SEE .T _�:,:. .., ::,. . ...`;:;::;'_:.'.:?;: :.: U. ‹tCONC. I i �I f1#111011 11 41 ° STRUCT. FOR REINFORCING :. :, .. :•:';:,: ••:•: �.:�:: � t �� i�, ►.I,lII,,��i1 ° ll1- 11_ 1" �. In � • J it TOP OF SLAB I � 'T`''" Et 6 THICK CONCRETE APRON W/ 6' TOP OF SLAB , • '' " 6x6xW1.4/W1.4 WWM ®18"O.C. EW, 0/ ` ° _ , ° d i 1 III 1 V�rE V��''y�'/ W pitl�l—' X '�( _ — iii iii iii iii__i ei i iii_ iii iii T�•frT_A'r�rlfi ,�(!iffi(�Y�ffr/t-fgr-At!! n — ° • d a x_� ` Ian=i-n=u :.i-n=n_i iI c:..-><flit!�f•(. i�.!TiiT,TrT., ,, _ r+fi� fiTTkfrfiTfrf ,fr•FrfTFrf,TTrin-� ii_ iT-•ter=_i_iii-_ �- 4 LAYER COMPACTED ROCK BASE. JTi _ 111=I I�I I ° • k a _ =III-III-III-III ° ° a ._.-•-•; .-•-.,.- ., - ,, I .,;;,„,;,,;;,,_,1144 ° rr1 0 SLOPE SLAB 1/4"/FT. MEDIUM j _ - '� ' �:; s .; ;` —. . o c o o:�''•� ” , F V J -III-III III - ° PIPE SLEEVE SET IN I �_o 6 COMPACTED SUB-BASE. °. Ir i BROOM FINISH ___ _ ° I-_ _ I- 1 I _ _ I I " ° . „ x .x�.x-�. . �. III-111=1 I k-III CONCRETE TO RECEIVE CANE a °o° I I I I 6" r�r � - -11 IE1117.111-' ° ° F I-III-I I _I I E=i I I Il I I-f I I=_-=-71-IIIIII n - -- ) °o ,,1,,,��,,,„0 III -1Il-1 - - III-111- 11--111-1I11BOLT 4 LONG, EXTEND 1/4" - ••... o ° __,_= :_:; n 1'-2' DIA. CONC. FTG. W/ EMBEDDED _ _ - -1 i�- - ,. (/)J -1 I-I I-111 °• _=111=_111= 1171_111T-W-111 - •° „-, POST CENTERED _ ,=1I1=1I1=1I - I ABOVE CONCRETE. . �• -- I I-I I �III 1 III' 1-111=111----11 IEI 1-1 ° ° -I I I-111-11 I- ° ° =111-111-111=1 I I- • ` " —I I-1 I1-1 I I—I I R ' ° ' �= I I-f I�-1'' ENCASE PIPE WITH CONCRETE °° co =I I-..,-.7;III-1 1= I =111 it 1I- AFTER PIPE IS SET. -1 I ` ° •• -- COMPACTED SUBGRADE. W O N '- • III' I CONCRETE FOOTING SEE STRUCT. FOR 2 rn REINFORCING. W 0 Z Ce r n ii 0 TRASH ENCLOSURE GATE TRASH ENCLOSURE SECTION 8 FENCE & LANDSCAPE BUFFER SECTION L►J `�co w TRASH ENCLOSURE SLAB/APRONS O 0coo 3/4" = 1'-0" 1/2" = 1-0" 1/2" = 1'-0" 3/8" = 1'-0" o W oQ VJ Z r r CRIMPED SPEAR POINT REVISIONS NO. DATE BY x TPICKETS TO EXTEND 6" ABOVE RAIL AND n 12-28-16 PER ARCH. 4'-6" 6' 0" HAVE SPEAR POINTED ENDS / / i' 4 THICK SLAB ON POWDER COATED LOOP TYPE — .� R • A 12-30-16 CITY COMMENTS GRADE W/ MEDIUM / BIKE RACK 1 5/8" SQ. TUBE STEEL FENCE RAILS. 02-19-17 VE REVISIONS 3'-0" 3'-0" BROOM FINISH TO �� / / / MATCH ADJACENT t4'-2" SECURE TO METAL PASTS W/ 1/2"� A.B. AT SIDEWALK. YTOP AND BOTT. OF VERT. RAIL. / \ 1 i ///// -, \ c0 ‘411 /6\ ,, , 3/4" SQ. STEEL PICKETS AT 6" O.G. ISSUE DATES / / DO NOT LAND USE APPROVAL:2016-04-29 IG N- o k 11- "1 PERMIT SUBMITTAL: 2016-08-30 / L1 a ENTER PERMIT RECEIVED: '✓ H. i / L 2 1/2" SQ. METAL POSTS AT 8 FT. O.C. MAX. BID DOCS: / 10 I I / EMBEDDED 3' INTO 12" DIAM. CONCRETE I k. 1� '� FOOTINGS. PROVIDE 4" SQUARE METAL CONSTR. DOCS: j IL '1.30j 1 1/2" ROUND GALVANIZED STEEL PIPE, ,__ __, POSTS AT GATES. / 1 I N� UNISTRUT, OR EQUAL, SET INTO MINIMUM 12"0 a X 18" DEEP CONCRETE FOOTING. TOP OF GRADE 24"x36"SCALE: AS NOTED „/„.„ / 4a o -----�---- NOTE: PLOT DATE: 2017-02-19 k }` „...N„,fry, i,„/„/„,„„„„ VERIFY MATERIAL SIZES W/ FENCE 15-133 Al2 C V J U �f SPECIFICATIONS. SIZES SHOWN ARE FOR CAD FILE: _ N. GUIDELINES ONLY. JOB NUMBER: 15-133 / L L- / L v IL - r ALL JOINTS OF METAL FENCE TO BE FULLY CHECKED: PAMC FNWELDED AND GROUND SMOOTH. DRAWN: DYM/DA / 16 is I! l - COLOR: "SPANISH MOSS" (SHERWIN STATUS: ISSUE FOR PERMIT ), \ WILLIAMS #2070) OR "BLACK" // L L L L / z. 4_ I� L. k- l - SITE DETAILS i, , _ ENLARGED PLAN BIKE RACK BIKE RACK ELEVATION EXIT ONLY/DO NOT ENTER SIGN TYPICAL FENCE DETAIL 9 SCALE: 3/8" = 1'-0" SCALE: 3/4" = 1-0" SCALE: 1 1/2" = 1'-0" SCALE: 1/4" = 1-0" SECTION CONFIGURATION : SYMBOL KEY � D c WALL TYPE TAG: INSULATION: . 7filits(4 edr A BRACE TO / \\ / ' X I x I I I I - I NO INSULATION . • co STRUCTURE >- Redmond, WA a' Z 1 a ACQU57lCAL INSULATION NA 4894 �Q J INSULATION 1 HARD LID CEILING ! LAY-IN CEILING • 011 o ° ¢ SECTION CONFIGURATION 1 1 1 t I THERMAL INSULATION OF 0 cr WHERE OCCURS WHERE OCCURS •-0 .. a• - PLAN CONFIGURATION i ri oi Z Q � W3v u mmo -mjo+-7,c cwa, m° aD i 4" .0 c c E ° o 1Ey y i 111' _i .. ° o'S.m a, a a, I- a,� 414 w �z � - TYPICAL WALL NOTES av4Ta;, 0F5 .0.,:: : tNpc:3 W 00' [ 0 o oL o °". � c awe 1 1 O JQ � a� 3 °nrn °saNacoc OW -44 ZQ � C' NN ) 'o` 2o ° CG eco il' 40 � ' OW- 0 3 t� ¢ -e'---(T) ° off ft o c• o ill" 414 Z 1. ALL INSULATION SHALL HAVE MAXIMUM FLAME SPREAD INDEX OF 25 AND MAXIMUM c N ` ° ' °� • -410 P �' 0 > 0 o vw -0Ev° .� 3 ��7 S. � • � �, cow SMOKE DEVELOPED INDEX OF 450 IN ACCORDANCE WITH OSSC 719.2 N o o_ E w o o ° b-i � � � voE v E C'c -- ,, Q.N.L.. ° a U 2. PROVIDE NON-PAPER FACED, MOLD & MILDEW RESISTANT GYPSUM WALL BOARD AT a o a o.c._ N ° T• L 11 A 1 I 1 I B I I 1 I d 1 I 1 1 D 1 1 1 tEl E 1 1 I I F I I I I G I I I I H I I I I JI I 1 1 K 1 I ALL MOISTURE AND DAMPNESS PRONE AREAS. . a= ,5 2 z.2. ° O a1-`1'.2 E 5 .E j' ."C. ] 0,--,° 3. STUD GAUGE AND SPACING SHALL BE PER BIDDER DESIGN AND SUBJECT TO REVIEW N y BY ARCHITECT, STRUCTURAL AND AHJ. 1'2 w °.N �y E 8 o SEE DETAIL 9/A9.2 SEE DETAIL 9/A9.2 SEE DETAIL 9/A9.2 SEE DETAIL 9/A9.2 SEE DETAIL 9/A9.2 ,' ° 0 _ _ a. ° v N o `g c N 4. FIRE RATING AND SOUND TRANSMISSION COEFFICIENTS ARE BASED UPON THE s v ° 'ELLE' ° p_ ,-r L -',1 o ° O ›,o U N U ASSEMBLIES SHOWN WITHOUT INSULATION, UNLESS NOTED OTHERWISE. ° - " " oLo--,T, "' ,, ° ` ` _-Q U GQQ.L.,z 3e E A0. O O. PLAN CONFIGURATION : 5. REFER TO WALL DETAILS FOR TERMINATIONS, CONNECTIONS, PENETRATIONS AND 10 SERIES: ONE LAYER EACH SIDE, 20 SERIES: TWO LAYERS EACH SIDE, 30 SERIES: THREE LAYERS EACH SIDE, 40 SERIES: DISSIMILAR LAYERS EACH SIDE, 50 SERIES: SHAFT, 60 SERIES: FURRING, 70 SERIES: CMU, 80 SERIES: CONCRETE, 90 SERIES: MISC/SPECIALTIES INTERSECTIONS. • �1 4 c7 E J 6. ACOUSTIC SEALANT SHALL CONFORM TO ASTM C919-02. C F Q 0 i PARTITION : NON-RATED EXTERIOR WALL: 2 HOUR RATED UL DESIGN U423 EXTERIOR WALL: NON RATED ri-TAFTCAT_L: 2 HR RATED UL DESIGN U415 (S.....„...„...w........„ Y�ST B) F U R R N G: NON-RATED 7. SEPARATE BACK TO BACK ELECTRICAL OR OTHER UTILITY BOXES BY AT LEAST ONE (13 E c STUD BAY IN SINGLE STUD WALLS AND TWO STUD BAYS IN STAGGERED STUD OR C-) vi gh e o 38 STC (ESTIMATED DOUBLE STUD WALL ASSEMBLIES. III W 4 PARTITION SYSTEMS METAL LINER co F PANEL - WHERE OCCURS 8. SEAL ALL DUCT, CONDUIT OR PIPING PENETRATIONS THROUGH ACOUSTICALLY RATED ,� o c c-° ei A--- � __ 1 i / ::� CONSTRUCTION TO PREVENT DIRECT CONTACT USING RESILIENT NON-HARDENING x -� I �5 8" GWB. (ALT. 1/2" PLYWOOD `-� 1" GLASS MAT GWB SHAFT RIGID INSULATION AS NOTED CAULK. USE FIRE-RATED ACOUSTICAL CAULK IN FIRE-RATED CONSTRUCTION. cl)CDU c co o E ' AR } EXTERIOR TYPE 'X' GYPSUM SH • HING / LINER ► oe 5/8" GWB. (ALT. 1/2" PLYWOOD e I a ® RISER ROOM) / ,( 5/8 GWB 9. REFER TO PLUMBING DRAWINGS AND SPECIFICATIONS FOR VIBRATION ISOLATION < ¢ '1 •a RISER & ELECTRICAL ROOM} -4111. w I ( 2 LAYERS 1/2" TYPE 'X' B (2) LAYERS WHERE PAR OF 2-HOUR REQUIREMENTS IN AREAS WHERE PLUMBING RUNS IN PROXIMITY TO NOISE-SENSITIVE oo 0 t+ 5/8" GWBI i (2) LAYERS OF 5/8" TYPE GWB EA. SIDE 7 I oo - '= 1 j ASSEMBLY SPACES. COI METAL STUD STUDS PER SCHEDULE STUD PER SCHEDULE ch STUD PER SCHEDULE 0 v, C-H STUD /� 10. STAGGER ALL JOINTS WHENEVER TWO OR MORE LAYERS OF GWB ARE SCHEDULED. co a� o VAPOR BARE I i / ► m U MOISTURE BARRIER PER SCHEDULE 11, SECURE BATT INSULATION TO THE STRUCTURE AS REQUIRED TO PREVENT SAGGING2 INSULATION AS NOTEDOR DISPLACEMENT. INSULATION IF NOTED I INSULAT (j ,ED iIr WEATHER RESISTIVE BARRIER INSULAT' �j. -D �i� INSULATION IF NOTED +IVE BARRIER ,EADJACENT WALL ASSEMBLY 12. CONFORM STRICTLY TO TESTING AGENCY ASSEMBLY DESIGNATION REQUIREMENTS K ; '( PARTITION SYSTEMS METAL LINERI;p _ �-P>a NEMS METAL LINER PANEL. - NOTED FOR ALL RATED WALL TYPES. C' J rZ ELEVATIONS AND PER SEPARATE WALL TYPE PANEL - WHERE OCCURS _ �/ _LI .,URS (OR) FINISH PER SCHED. l 13. METAL LINER PANEL BY M.B.S. THROUGHOUT STORAGE AND ELEVATOR LOBBY AREAS, �c Stor�uest PROVIDE BACKING AS REQUIRED. REFER TO METAL PARTITION SYSTEM DRAWINGS SELF STORAGE 43 MIL (MIS O .EEL STU ® 16" O.C. W/ R-19 33 MIL x 4" O , T-WALL D ® 24" O.C. W/ R-13 BATT 3-5/8" STEEL STUDS ® 16" O.C. W/ R-13 BATT INSUL; 2" 14. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND SANDED SMOOTH 1121 1 I 3-5/8" METAL STUD ® 16" O.C. W/ R-13 BATT INSUL 1941 1 I BATT IN 1411 1 I 6" METAL STUDS ® 16' O.C. W/ R-19 BATT INSUL 511I INSUL 611 1 I R-10.0 (MIN.) RIGID FOAM EXTERIOR INSULATION W 1 WITH NO VISIBLE JOINTS. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR 43 MIL N. c 8" STEEL STUDS 1 O.C. W/ R-19 33 MIL x , SHAFT-WALL STUD 24" O.C. W/ R-19 BATT 6" STEEL STUDS © 16" O.C. W/ R-13 BATT INSUL; 2" R-10.0 ADJOINING SURFACES WHERE REQUIRED. ALL SURFACES SHALL BE ALIGNED. ' 1131 1 1 6" METAL STUD © 16" O.C. W/ R-19 BATT INSUL 521 1 I INSUL 1621 1 I (MIN.) RIGID FOAM EXTERIOR INSULATION J 1951 1 I BATT +SUL; 15. PROVIDE 18 GA. BACKING/BLOCKING BEHIND ALL FIXTURES AND ACCESSORIES - 0 TYPICAL, U.O.N. Q U 16. "WEATHER RESISTIVE BARRIER", WRB," "MOISTURE BARRIER" AND "VAPOR BARRIER" fl SHALL REFER TO VAPRO-SHETLD 'WRAP-SHIELD IT' OR APPROVED EQUAL. REFER TO CO ENTS: REFER TO STRUCTURAL DRAWINGS FOR SHEATHING COMMENTS: REFER TO STRUCTURAL DRAWINGS FOR SHEATHING SHEET A8.50 FOR AIR BARRIER INSTALLATION REQUIREMENTS. O ILL REQUIREMENTS AT SHEAR WALL ELEMENTS REQUIREMENTS AT SHEAR WALL ELEMENTS L V INTERIOR WALL: NON RATED CAST IN PLACE CONC. WALL: EXTERIOR WALL: NON RATED INTERIOR WALL. 2 HR RATED UL DESIGN U423 FURRING: NON-RATED I.J. Q FIRE-RATING PER IBC TABLE 721.1(2), 4-1.1 J LL LLI PER SCHEDULE / PANEL PARTITION SYS- WHERTEMS E OCCURS L LINER u Ci1� i 1" LAYER OF RIGID INSULATION f n O ' ` ARCH. METAL CLADDING PER i j ELEVATIONS EXTERIOR TYPE 'X' GYPSUM SHEATHING / ,:111 L t / FURRING CHANNEL PER 1 Pi;- ; ,- ,i`' 11.Wir ig 7/8" HAT CHANNEL PER M.B.S. % :::; ::: :LATION v, WEATHER RESISTIVE BARRIER (; (2) LAYERS OF 5/8" TYPE 'X' GWB EA. SIDE AS NOTEDSTUDS PER SCHEDULE z oir STUDS PER SCHI DUCEMETAL STUDW = c� INSULATION AS NOTED X �=,„pp:iv INSULATION AS NOTED VAPOR BARRIER INTERIOR METAL LINER PANEL _ °) F �- 1EINTERIOR METAL LINER PANEL ...dit , i........ INSULATION AS NOTED j PER M.B.S. t Z M. �, a II-1-6.- PER M.B.S. (WHERE OCCURS) / \ , TZ 4 ; I (/) W - i ' 4 % ADJACENT WALL ASSEMBLY Et Q 5/8" GWB. ,I_ / PER SEPARATE WALL TYPE O� 0 > " STRUCTURAL - 4 6" METAL STUDS ® 16" O.C. W R-19 BATT INSUL W 1" R5.6 �° o 8 THICK C.I.P.C.LP. CONC. WALL PER / / ( ) 43 MIL (MIN.} x fi STEEL STUDS {� 16 O:C. W/ R-19 1.5" Z-FURRING ® 24" O/C WITH 1.5" {R7.5) RIGID FOAM W o Q 1491 1 I 3 5/8" STUDS AT 16" 0/C WITH 3 1/2" ACOUSTIC BATTS 1811 1 I HOUR RATED ® 7" THICKNESS 1421 1 1 RIGID FOAM INSULATION. 1961 1 1 BATT INSUL; 1631 1 1 INSULATION. r n Z V 1 °p CD N I=1821 I I 10" THICK C.I.P. CONC. WALL PER STRUCTURAL T 1831 1 I 12" THICK C.I.P. CONC. WALL PER STRUCTURAL REVISIONS NO. DATE BY A 12-28-16 PER ARCH. COMMENTS: REFER TO STRUCTURAL DRAWINGS FOR REINFORCEMENT. REFER COMMENTS: REFER TO STRUCTURAL DRAWINGS FOR SHEATHING 12-30-16 CITY COMMENTS TO ELEVATIONS FOR FINISH TYPE; PROVIDE SACK FINISH U.O.N. REQUIREMENTS AT SHEAR WALL ELEMENTS Z\ \ CM J WALL: FIRE-RATING PER IBC TABLE 721.1(2) ,L\ \ ISSUE DATES LA/dND USE APPROVAL•2016-04-29 " ' PERMIT SUBMITTAL: 2016-08-30 a 4° , CMU - FINISH AS SCHEDULED PERMIT RECEIVED: ( , GROUT & REINFORCING PER BID DOCS: STRUCTURAL CONSTR. DOCS: 4 d 1, 24"x36"SCALE: AS NOTED PLOT DATE: 2016-12-30 t CAD FILE: 15-133-A2O --illl -'` . JOB NUMBER: 15-133 8" NOMINAL CMU - 3 HOUR RATED (MIN. 4'-O" CHECKED: PAMC 1711 1 1 EQUAL THICKNESS) DRAWN: DYM STATUS: ISSUE FOR PERMIT WALL TYPES COMMENTS: TOOLED JOINTS AT ALL EXPOSED SURFACES, INTERIOR & EXTERIOR FLUSH JOINTS ELSEWHERE; REFER TO ELEVATIONS A2 • 00 FOR BLOCK TYPE, STYLE, & COLOR; PROVIDE CLEAR BLOCK SEALER TYPICAL U.O.N. KEY NOTESDAR O 00 �� 0 6 0Ci) ® 10 0 411) 14111) 164111) 18 19 20 0 411 0 �� ' 210'_0° 1 l LIGHT FIXTURE PER ELECTRICAL (DEFERRED SUBMITTAL) , > 10'-0" TYP I 0 NOT USED edr A c7jile..6s4 I ! I II I I I 1 1 1 1 I I I I '� Ali, Q 0 4.20 U.O.N. ` Redmond, WA O •8. •410 •3.20 1 5 63 A t OF Q�� 71IAI - 0 A _ _ D ;. I R 5° [ n I� 5.. `.• .......................... ............ .............. J (�a , :,,..,....,,r R P - I - - A - % r I :63.2:2 yOyu C v 41 N`•- Np O 1 ��'.;��i 1D�2D I X I X ' a ov a � o� a.v' � �, omo+ v i I I d J . mc = E �yy °iN ac,..• NT.1 I IL 1x o 3r° � o`g�L - O O O o Jo O O o 0 0 0 0 0 0Ev � _ °_-wN�co / N N N N N N N N N N N N N N ° °o > ° � � a�nC1E-3) \ - I - R% - I >L - >< - >" - \ -- >� - A - !" - >" - :: �< -x x- - I - - voi a # m�°'y° n a°'o c�Iy, r o 0 0 0 7 o 0 0 0 0 0 0 0 0 o �, ° o�/ A / 63181tI r- .-- ¢ _ uav 0.3 a) 0 , . ci F L Io l0 2 7 d ' d CyLC _ IW m 11dE: il o�4.4S 10),20 1 I x IIx b A Ei 0o% - G♦ -ci - F - - --� r - - � r - - -- _ ._ � _� - - � r � _ _ � � _ _ -1 f- _ � �_ - � - - -� f," _ _` � - - �: - - - tea° °t'- oo >� � N!♦ hr I-II 0 r U N U a.0 R/C .'C.+.:::::2,.6:2:,,,,, y c,•,-,,„ .N @/ / 1 U , / 11 Z O.�+ ON i�'L w E ° t-, #" ' m 8 ►. .. ,% 10),20• 1 - - - - - - - - - - - - - ._E' ‘1,,) ,(5 ,11 °woN° ;� 1 �_ - - J L- - - J L- - - Z - _ S 2 --! L-- -J L-- - -1 L- - - �- Z - - � -L-- �J L�_ ` S- - Z_ -- ua�,. mm'E° � ?00, _ O i C C C t• y W 03 `C 1/1 F O o O 5x I 5x10 a°f, ° a v.t L p O ].U U Vl. u D , I x - - - IIx - 10x10 - 10x10 - 10x10 1 ox10 x I I +0x10 10x10 10-x10 - D �� 0 7 �� °6 0 ° C N �n I!7 ¢a`az ° vQ E o F / r IJ oN o N N IJ LI o r1 10),20 L o 0 010):20 I1 o - t- I7 o o rl I 1 al c.) cp 04 co E LI CO 1-r)H oxo v _ // _ - - IT - - - - � I J _ - ::••_.,-. a) E� - �, I - I I 10x10 10x10 10x10 10x10 I I 0x10 19x10 10 10 ® ,, =CO {-- (.1)- . ow .....; r I 1 I I I I I I I I I I I I 5x I -1 I C>3 N 4,4# I 1. /e 10 20 - - - - - - - - - LJ - _ �s _ _ Z� _ _ ZC_ _ _ Z _ I 10x20 "`" 631q t x 2 `r `� 7 r -�_ �-- //' I xza "- �' 8, U • , „ L . , „ , ,,.. L 11 I J F - - 10-x2-5 - 10),L.0 -,,,7<- -II - - � -,n7<- --j _ � � - _ - � _ _ � 1_ _ .- -I L- _ _ _1 i_ _ _ -I - - F WI ¢ = O o EM I ' r I I I I x5 I I I 5x I I I I 1'-4" 7'-4" 2'-8 7'-4" 1'-4' I J L O I 1 Cr) ¢ cu 1 o I �� / / -' 10x10 I - - - - - - - r - - In 1n �n In - - Ln I� �_ � I I I 10x20 co �_ o X X X X X X X I CtS ' - (N c L 1 1 Ilo 0 o O O ol1 o O o J G cn - - - I 10-x2E - - 1-0x20 I x - - - �- 7c ,-I •- - s ; - G Q 1� �- - � L --� 1 11 :n X1 5x 1 o �-' I I J L J L J- 1 I I CART - - - - - � - - - - -- - - - -- - - - - - - � _ -- - - - - - - - - - I 10 20 PLAN NOTES °° STORAGE - � I 11 O o 1 1 5 x�I A _• 4 - - - - - © ,4 D -- V Sum - 1 2 t T I x �n �n �n �n ►n LC) �n •4.10 © iriStorQuest. ELEVATOR ELEVATOR I r 1 *- r LOBBY FE x I x x x x I x x x I A. DO NOT SCALE DWGS, WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS SHALL BE \ 111 tit 1 L /4 I O� O - - O O O O - - O I O C) O 1 I 1 10X20 AS SHOWN ON PARTITION PLAN. IN CASE OF CONFLICT NOTIFY ARCHITECT. PARTITION SELF S TO It AG E - in I I PLAN BY ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS. I 1I x l 1 5x5 5x5 38iF x5 5 C - I E- F- -- 1 I - I I- - I-- - -� -- - - - -, B. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND SANDED SMOOTH WITH - - - i + - I - - i J 1 NO VISIBLE JOINTS. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING 'co 0 I CART I 1 �J SURFACES WHERE REQUIRED. ALL SURFACES SHALL BE ALIGNED. 0 'i © I k STORAGE_ _ I I f I + I I 10X20 Alk C. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GNU TO FINISH FACE OF GWB Q r , 3.20 _L - J I- - _ L- _ - J I- - - S Z _ J L- _ _ J 11- - - -1 - _T- Z - SL - _I I-- - - -_7- I '3.10 UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED 'CLEAR" OR "CLR" SHALL BE v :,:i I 5X10- -L- - �� - �� f O O ' I 5X I J MAINTAINED AND SHALL ALLOW FOR THICKNESSES OF ALL WALL FINISHES. U.O.N. r: < - 1 - - ` 1 r x - - . - - I I X - In - LO - Ln I.n I I -1-0 x-1 O in .n --- - K © Q I I I I D. DIMENSIONS MARKED ± MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES - _ - 6 r 1 J O O O O I J O O O p Ox O I 1 2 ' FROM INDICATED DIMENSION, U.O.N. VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE O 7'-4" 2'-8" 7'-4" 5.20 - - - J - _ CD CD CD - CD CI 1 I •5.30 RISER IMTH THE ARCHITECT. SECURE ARCHITECT'S APPROVAL. I ' i I y 10x10 1 1 N N N N I I I - • 1 1 1 l r 10 2D ROOM W 1'-4 1 -4. I o O o O y -I �- - A 1 - - - 110 E. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCATION(S) I �'� L I I o 11 p O I .� I L Ati� OF NEW CONSTRUCTION. UPON COMPLETION OF PARTITION LAYOUT, NOTIFY ARCHITECT. 0 L - 1 .. , • I x - - - - I X 7-< �� Uo L VERIFICATION OF THE LAYOUT TO BE PROVIDED BY THE ARCHITECT PRIOR TO PARTITION SSP I 1.4 I In 1 ix I ' r 1 Ln ►I O r1 I �� '' I INSTALLATION. ii. ��I I J J 1020 �1 ' � ' I //�� /�i �f i Vi XX in in - -• in X1I = !NORTH F. REFER TO SHEET A0.1D FOR ADDITIONAL NOTES, LEGENDS, SY�€BOLS, ABBREVIATIONS, AND71 A - / � f I I I 1� x I x x x o 1 x x 1 1 1 /, _ _\` i STAIR SCHEDULES. W �; �� Li I O 1 0 - O O O O l NORTH 0 O 102 I G. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB, U.O.N. n j - - - 10x1$ 10x10 10x10- 10x10 - I x 1 - I T - ---_i- - --- - V M r `r' I I '` ,1-, 1 I LEVATO�II OA if 1 631 A 1 t i SIM. .�---r . 5x I ME I H. 'ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. /0:4 r,� 1x20 I JL _ s_�s--mss==mss-� LJ _ _s_�s---I I- --I �_� _ ,ay, - - mss=_-J_ on I J 0 -y`r i 1I. MODIFY EXISTING SUBSTRATE AS REQUIRED TO RECEIVE NEW FLOORING MATERIALS, THUS �nN- / / I I I I I I I I I I I I I © �' - ""' - R "'f'' I I PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS. `+♦ } F \ `� L ELEVATOR Q N -oo / _ - '5.20 _ LOBBY -- L - - - - - J. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE. # - - J L- - - J - - J L _ _ S I_ _ _I 1._ _ _ _J L_ _ _I I- - _ � L_ _ J F - --'3 N LLQ N�♦ •/ Toa r W N �% r I ' O I p ' I C7 5X I L__ ,+�T� ��' Lam,` I 109 K. REFER TO MILLWORK SHOP DWGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN J z I tii Q o I I I u .- DRYWALL/MILLWORK CONDITIONS. D _ 1 ��-y.• 10k20 I x N; �, x I 1 Ox!0 - - �- 1 I � f 1 _ 10x12.5 � 1 0 ..r- W / I O O O O I i I x O O x I I 1- I 5X I 1 I c " L. ALL EXISTING AND NEW FLOOR PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND 0U L� O co�� - /- J N N N - N " � N - N - - - :.10 1 L_ °1 '`00 =+ r - O - 1 )< >c - - �` i -ft E9) SEALED €N ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES. Cf) U W C -c-4 1, O O _f_,- q O O Q ILE. �I _ F- Q I- � "-- r �l Et 1 jX • I�--'C 0 r- __ I 1 106 M. ALL MILLWORK TO BE FASTENED TO THE PARTITION. PROVIDE NON-COMBUSTIBLE BLOCKING (I} a Iz - 1 1 m ` I I 1 ` I 1 FOR ALL MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 4'-0" HT. ALL CONCEALED Z i 44/ 10>,;20 I I I ox I w \ I »» �� i1i-- ---- - 1X151 1 Ir 108 LUMBER & BLOCKING TO BE FIRE TREATED. O U Uj O.a O 1 L , 104A ��, r r ��/�' ' \ I I I I I Li ' I / 1 N. GC TO PROVIDE SHOP DWGS FOR CASEWORK. W Ow co Q C c.,�, ` --� `�` ii, ) 1 0. REFER TO 5/A9.30 FOR TYPICAL MOUNTING HEIGHTS. V, ,� Z .- F" 1 I AI r 1� - - - - �^ - 71 IA - L 11 I ' - - - - �� - - -. �'\ I --J \i 1 I I - ELECTRICAL 63LA_ 1 I', - - � � �- 10a20 I I1 10x20 ROOM 7I 41111 WALL LEGEND REVISIONS I -LI I I I 5.40 I I 1 _- © _ r Q� 1V O. DATE BY D.So = 3'-4" 8'-0" 2'-�, II . LEASING 1 • '4.20 Qi 12-28-16 PER ARCH. I / �'; „� ,� I OFFICE ALL WALL TYPES TO BE TYPE 142 A I t 1 U.N.O. - REF. SHEET A2.00 / \ SOUTH _w J I' A 12-30-16 CITY COMMENTS STAIR 1116 L -- J L I 10x15 •3.30 4" Jr 10'-0" 105 6 101 71 A I13'- 11 1 I # I X I x ORIENTWALL ATION AND REFERTO SHEET FIGURA!TENS A2.00 FOR WALL TYPES n 530 , ^ / \ 02-19-17 VE REVISIONS - -. I I 1 ^ - I 631 A t I -I L I 1 23' 4" I - - _ I ,G - - r A 04-25-17 PER ARCH, I"C J �S L _ - -- I r� I I �R INSULATION �� x x II I I /� 11-10-17 BASEMENT ELIM. p p I l'I SECTION CONFIGURATION / \ '- 1 I � I0x25 I I', PLAN CONFIGURATION /6\ I I ISSUE DATES - - - - -- - - I - I - - - I - - - - - FEC FIRE EXTINGUISHER 2A-10BC _ l ; -• 1 Ll I I I 1 I I I - / I ( ) © LAND USE APPROVAL: 2016-04-29 �J I II ill IN SEMI-RECESSED CABINET PER DETAIL '9.30 0 I I CABINET BY METAL BUILDING SUPPLIER PERMIT SUBMITTAL: 2016-08-30 I `I< /1 •3.30 FE FIRE EXTINGUISHER (2A-1OBC) IN SURFACE PERMIT RECEIVED: 2017-04-03 1 I MOUNTED BRACKET I BID DOCS: 2016--0$-•09 C . - I I I - I _ _ I - I f T I I I I l O CONSTR. DOCS: 2017-04-25 y - _ .� 1 ia 24"x36"SCALE: 3132"=1' © Ak © 0 '5.10 D PLOT DATE: 2017-11-10 I I I I 8` I '4.10 1 I '8.33 I •3.10 I I ,4.20 I I •4.20 I I LEGEND NOTES: 15-133_A21 20'-0" ll3-4" 16'-0" 5'-0" 5'-0" 1. PROVIDE WATER RESISTANT GMIN ALL WET AREAS, AND BLOCKING BEHIND ALL CAD FILE: o FIXTURES. JOB NUMBER: 15-133 0 7) �� C7) �,,� 411) 2. FURNITURE SHOWN ON PLAN IS FOR REFERENCE PURPOSES, ONLY AND IS NOTCHECKED: DYM/RAMC p © CU 6 t5 J 9 1011 ® 144111) 1GGI S 'Ig 2O0 0 IN CONTRACT. U.O.N. DRAWN: DYMIDA �/ �_/ STATUS: BASEMENT ELIMINATION FIRST FLOOR PLAN LEVEL 1 FLOOR PLAN Vciab ., - SCALE: 3132" = 1'-0" A2 • 20 KEY NOTES D� O0 0 C4) 0 6 0 8 9 10 m ® 0 14 (16) 0 18 19 200 0 - - �' 210'-0" ) a NOT USED 5'-0" 4 5'-0" 5'-0" 5'-0" r 5'-0" 5'-0" 5'-O" 5'-0" 1D'-0" TYP ed d � s ('� 1l 1' / FY I I I I "I '� 1 1 d t I 0 I I 1 T C '� 1 U.O.N. 1 � .20 14 20 � Redmond, WA ,� n� � 4894 �Q 0 I✓ 3 Q s 4F O�� TTni , TYP. .O.N. r . 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So•TH - 10x12 5- 7.5x10 7.5x10_ 7.5x10 - _ 7.5x10 _ 7.5x10 7.5x10 7.5x10 7.5x10 7.5x10 7.5x1 D _ _ A 0 © • 0 I I I ELEVATOR • StorQuest.I - - - - T - - - - - - - - 5X I - - - - - -- - - - - - - - - - - - _ _ T _ _ _ _ 5X 1 0 A. DO NOT SCALE DWGS, WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS SHALL BE �� StorC�U I I I I I I I I �'_ I in in _ - _ - I 1 O X Z- AS SHOWN ON PAR1'1110N PLAN. IN CASE OF CONFLICT NOTIFY ARCHITECT. PARTITION 5 E L F STORAGE I I 10x20 I I 104K10 - ,.�,,.,...,,....,,,..�.,,,.--1 I I 1 5X I �) Ln `n �) u7 �) I PLAN BY ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS. I I L J - - - N cV cV 5x I N i- c.; cV CV 5X 1 J B. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND SANDED SMOOTH WIN W 0 I i- - - 11 , ■ 1 1 OX1(t- x - x - Ox - QI-;<- c) - Ox - x O NO VISIBLE JOINTS. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING r� I I- 1 1 '�' 5x I r O 5x I 1 5 x 10 5 x 5 I 5x5 SURFACES WHERE REWIRED. ALL SURFACES SHALL BE ALIGNED. V p I _ _ © I I 1 WO 1 I I I 1 Ox10 I 1 - ��- -1 I �__Zs=_`1 I f-_�C___�- -- L-C---1 I r ==ZL�--1 I 1__`1 1 r ==ZLC--�`-L E -�_ _ LC=_ I r=-71C= C. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GW3 TO FINISH FACE OF GWB 3.20 I I I I 1 LI) I I 6 •3.10 UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED 'CLEAR' OR "CLR" SHALL BE -- --- ��- �. -- - -- -- - -- - - - MAINTAINED AND SHALL ALLOW FOR THICKNESSES OF ALL WALL FINISHES. U.O.N. o L J0 j •8.1� © I I - L _ -J L _ _ J L- _ _ SZ _ _ J L .,.... _.. _] Tr_-__ _ J L� _ _ J l_ _ _ J L- - J L- _ _-=L-_ _ �_ - - E rI- - J !l- fYI'. D. DIMENSIONS MARKED ± MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES0 11- r 1 I 1 x5 15x I I I5x I I 5x1 0 LCD1 5x5 1 FROM INDICATED DIMENSION, U.O.N. VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE I _ WITH THE ARCHITECT. SECURE ARCHITECT'S APPROVAL. 10x10 I u� �n �n In �n - - �n �n �n �n 0 1020 ; I I ; X I N 10x10 - - - - - W I . I I I `n 1 x x x x x 5x I x x x x Ox --)<- c) 5x I 1 1 5x I E. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCATION(S) (i) �� L T I O O O O O O O O O O O I OF NEW CONSTRUCTION. UPON COMPLETION OF PARTITION LAYOUT, NOTIFY ARCHITECT. L J - I I -- I - - - r r _ - - - - - - ,� f I Oxl-0 - - 0VERIFICATION OF THE LAYOUT TO BE PROVIDED BY THE ARCHITECT PRIOR TO PARTITION �� I■,i INSTALLATION. 1 10 1 5x I f ,,H,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, i I - t1�� ©73�3-- ` �J 10 20 I x 1Dx10 I - - - - - - -- - - - - - - - - - - - - - - - - - - - -- - - - 1 r - 1 Ox151 11 f ` r _ _ J F. REFER TO SHEET AD.10 FOR ADDITIONAL NOTES, LEGENDS, SYMBOLS, ABBREVIATIONS, AND J '8.31 I ILA f 5 x I I I I I ___ SCHEDULES. W - C - - - - - L J L I ; NORTH I I ' 0 G. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB, U.O.N. (/) O * -1 El I LCD LEVATO•� , } �z r �e--- r r r 1..0,3,_ r r r I i i I r' il-' '� Irk► -I� ^� "ALIGN" L x x x x x 5X 1 x x x x � I I �� II : , 03 MEN'S RESTROOM H. ALIGN MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. I I 10 I I O o O o 0 o O o o �y� - O + - 1 1, ..„---102_1 MEN'S OX1 D I I - " II s rI�l I 04 WOMEN'S RESTROOM I. MODIFY EXISTING SUBSTRATE AS REQUIRED TO RECEIVE NEW FLOORING MATERIALS, THUS 1020 1 I I I I - - - - ` - - ��I :, PREVENTING NOTICEABLE LUMPS OR DfPRESSIONS. I x5 5x I I 5.20 I- I �, 3 �, I - - L Li - I I1T - _, J=--mss- - 1 i_ _ _ _ _-�L- II- - �T I- Y _ ZE > -�J - - I �7i= VJ + + NOR J. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE. = c� © 1- - - - 1--- / ; STAIR © 1.1J N rI I O I .40• L_J L--J i4t _��' 202 K. REFER TO MILLWORK SHOP DWGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN 10x20 I I I 1 0X1 O I I ��L=�L=�L=J I L=_ [L_-J I L--�r_____I II L __ATL __ J I L - - _ _ J I L _J I L--Sr - j� !-- ``W ti►�.. ,+. DRYWALL/MILLWORK CONDITIONS. D al I Z I I J I 15x5 I I I I I I I I I I I I 5x10 15X I I 1 40 SF L. ALL EXISTING AND NEW FLOOR PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND //'� IL O I - - - I - L SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES. V J O w @ �� I) u� �� to �� x1� O �/ Q W x x x x x x x x x x x xM. ALL MILLWORK TO BE FASTENED TO THE PARTITION. PROVIDE NON-COMBUSTIBLE BLOCKING a 5x1_0 5x51 I 5x1_0 _ o I1 I I o I I I D o 0 CD 0 0 0 0 0 iiii _ L O L _ o FOR ALL MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 4'-O" HT. ALL CONCEALED 1020 I I x 10x10 I I x T ` ` �-� - Z� - -' LUMBER & BLOCKING TO BE FIRE TREATED. O U) ❑ I � IE I ,n �� LI'' I J L I I 1 ( " ^� I I 1 r� I II ~ _ - - N. GC TO PROVIDE SHOP DWGS FOR CASEWORK. I / 0. REFER TO 5/A9.30 FOR TYPICAL MOUNTING HEIGHTS. P � ,n1�Nilii _'' ' Jilu. SOUTH I Ill I- 1 � STAIR ` // iI p I A ' I I X 10x10 I I I I 10x20 - 7 _ 9 1 201 I • t , � + I I I I © I --_ -� - - _ '. ; 1 `) j I - ` I REVISIONS I I I I IVY I I � � - - - - �a © WALL LEGEND NO. DATE BY II Itlt 1 n �� - _ _ _ _ 1 I x5 5x10 ! I x5 5x5 1 5 10 I42I A t ISD ALL WALL TYPES TO BE TYPE A t I U.N.Q. - REF. SHEET A2.00 12-28-1b PER ARCH. - -__�J _,,,,, r. aL © I 12-30-15 CITY COMMENTS AA •530 • AiiB 30:.10 1 I x5 I OPEN I- # 1x111-" WALL TYPE TAG: REFER TO SHEET A2.00 FOR WALL TYPES ORIENTATION AND CONFIGURATIONS / \/� 02-19-17 VE REVISIONS I I __ - I I I L - I I -/-\ R IR - - -- J L-- - J L- - -SZ_ _ _.�� TO INSULATION4 BELOWd,v; , / ,, , SECTION CONFIGURATION L. 10x10 10x10 10x10 10x1 I 1 PLAN CONFIGURATION ISSUE DATES C - - I -- 1 1 I . . . . . . . . .. . . . . . . . . . .. .. . . . . .. . . I I - - 0 FEC FIRE EXTINGUISHER (2A-106C) LAND USE APPROVAL 2016-04-29 I / RST IN SEMI-RECESSED CABINET PER DETAIL •9.30 CABINET BY METAL BUILDING SUPPLIER PERMIT SUBMITTAL: 2016-08-30 2 I. 3.30 FE FIRE EXTINGUISHER (2A-1OBC) IN SURFACE PERMIT RECEIVED: • '8.31 139 MOUNTED BRACKET BID DOCS: 0 I i I I I I I I T I 1 l I -• I I 0 CONSTR. DOCS; I 142IAI t I 24"x36"SCALE: AS NOTED Q © C D PLOT DATE: 2017-02-19 I I I I I I •4 10 I I I 8L3 I •3.10 I I ;4.20 I I .4.20 1 I LEGEND NOTES: CAD FILE: 15-133_A21 1. PROVIDE WATER RESISTANT GWB IN ALL WET AREAS, AND BLOCKING BEHIND ALL IFIXTURES. JOB NUMBER: 15-133 0 2. FURNITURE SHOWN ON PLAN IS FOR REFERENCE PURPOSES, ONLY AND IS NOT CHECKED: PAMC O © ca C4� © O (1_9) 110 0 14 0 1 fi0 18 19 SO ® IN CONTRACT. U.O.N. DRAWN: DYMIDA STATUS: ISSUE FOR PERMIT SECOND FLOOR PLAN • LEVEL 2 FLOOR PLAN ,� SCALE: 31321. " = 1'-0" A2 . 30 OOO ) O KEYNOTES I 68 9 10 14 16 18 19 20 o 0 0 ® m 0 ØØ 0 - 210,-0" - - - --- - El NOT USED /) edr A d ul gs ('� NA 10'-0" TYP �cJL � I I I I I I 1 I I 1 0 I I I I AI I I 'f U.O.N. -r p NOT USED Redmond, WA .4 10 • .20 ; •.2O0 ,..?> 4894 d_ 6 © OF og I I r t a i I 142 I A i t i 17 I -I ,TIT • `� - - I o ► o - - - A r� i 1 110 0 0 -J -, o171°56`-''517_21).2.t.2a1-y -, o 10x 20 I 11 - Ln to Ln Ln Ln Ln Ln Ln Ln Ln v " _ " o O- 2 V ,,, Z 0 vOr+•.- r �- �" r- f f T'^ f T v-'- T T r r'^ r r f""' N a y " D_ O i1,- L�'p O X X X X X X X X X X X X X X X X X o o , at ° ° p E E c mm� CB) �� - O O O OOO C] O O - O - O - O I - O O I O O O - I - - p °n ai.- :a>Q� oEnn a� c° `ot- 1C] n I 15x51 I I I I I Q �� a �� 1 0x20 i I I. � I- - I---� I-_=� I��-1 I - -� . _ _ _ �-� r�-� I-- .�-I r-T-^-�`1 r _ r-�� -��-_-1 I r.� o112 -0 E.r °- w =' N >O�° vO O ,n7 " 0 ? b a o E o = va� c000E L �42Ig1 tI a� En, o�,' C(-- -) - - I TL J I L- J I L_._ __JI L.._. __11L__ �'L J I 1�_._I I t�. _.....I I L`�I 1 L_ ATL ATL �T��Tl� _� �1 rL _w__ �I L_�..1 I L.- ..�L _ �I� _1-L.-_J I L.._. 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PARTITION 10X20 I I I 1 10X1 O E:.-_-_31 l J - - - - - - - - - - I `- I I 1 I 10X20 PLAN BY ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS. LI IJ 5x5 1 "+ S- - - 5x I - - - - - - - - - - - - - - - - - - - - - - - 1 I - W B. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. PATCH- - r 1 I 10x1 - 10x10- 10x10 10X10 - 10x10 r 7.5x10 7.5x10 7.5x10 7.5X10 7.5x10 7.5x10 7.5x10 SURFACES WHERE REQUREO.AALL SURFACESD REPAIR RSHALL BE ALIGNFACES TO EpADJACENT OR ADJOINING rn I x5 5x I 5x I 1 5x10 © I I X I X I - r --111--_ I _ I r _=1 I I-==-I _ -�I I f T T`I 1 f- -I I f- 1 I 1 I _ I t"' �-1 - I C. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GW8 TO FINISH FACE OF GWB • .20 1N20 1 11 �, I �, I 1 11 10X10 3.10 I I J I I - I 5X 1 6 UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED 'CLEAR" OR `CLR" SMALL BE 0 o $1b MAINTAINED AND SHALL ALLOW FOR THICKNESSES OF ALL WALL FINISHES. U.O.N. - I - 11-7.-5x-1-0-117.-5x-1(TI = � rL - - J L- -J L- - - J I L-- - J L--J L- I I D. DIMENSIONS MARKED f MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES 1 <i Oo h o 5xIIx5 ,�, �5x5x5 15x5 5X 1FROM INDICATED DIMENSION, U.O.N. VERIFY FlELO DIMENSIONS £xCEEDING TOLERANCEO1 . 1 I I I 7.5x10 7.5x10 7.5x10 7.5x10 7.5x10 7.5x10 _ _ _ -1jr - -Z_ _ I WITH THE ARCHITECT. SECURE ARCHITECT'S APPROVAL. F.�. W u_ 1020 1 1 AlLn1 u, I I x I - - -- - H - - - - - - - -- - HIJLI IL° - - - - - - - - - - -- - - - - 5X I x5 p x x 5x I E. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCATION(S) �� O O I OF NEW CONSTRUCTION. UPON COMPLETION OF PARTITION LAYOUT, NOTIFY ARCHITECT. r = 4 L i - - �- i T �~ r __ _ T L VERIFICATION OF THE LAYOUT TO BE PROVIDED BY THE ARCHITECT PRIOR TO PARTITION V �/ 7 5x10 7.5x10 7.5x10 7.5x10 7.5x10 7 5x10 7.5x10 7.5X10 Lim _ _ _ _ _ _ _ _ -___-JJ 5x L - 1 1 I7 o I c, 1 x5 . 5x I 1 I I I -- S ---i_ I INSTALLATION. = 10X2O I I X " s � r Zs - - - - �- Li- �� - _- J 9 L - - - - - - c7,-;), - - J F. REFER TO SHEET A0,10 FOR ADDITIONAL NOTES, LEGENDS, SYMBOLS, ABBREVIATIONS, AND ., g 1 I Ln 1 g I /,u, ,,,,,,,,"„r,. I SCHEDULES. W I� I r; I I45 � I 5x J T- G. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB, U.O.N. r� O - - I L _J I L__ J`L__ J I L- J L- J I L- _'L �L _LITE_ �L SL _21 ri_ _7E27_1 L_.._.1 I L_._=I'L._ J I L__ __7I ; I f7 i - - - M V, NORTH y LEVATO'� � I I I�o 5x5 15x5 5x5 15x5 5x5 15x5 5x5 1 5x5 - 5x5 15x5 5x5 1 15x5 1 5x5 5x5 15x5 5x5 15x5 I I 5 �aaH. % ' I o 0 5x 1 I NORTH H. "AUGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. 1-�- 10x20 1 I 1 1 ,n I Ln I I x - - + - - - + - - - + - - - + -- -- - + - -- - - - - - -" -- - + - j .__r_ - I STAIR I. MODIFY EXISTING SUBSTRATE AS REQUIRED TO RECEIVE NEW FLOORING MATERIALS, THUS 1 I I 1 1 r• I I I I I "' 1 I I 1I 1 1 1 I I - - - I 302 PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS. L J L 5x5 5x5 5x5 5x5 5x5 5x5 5x5 5x5 5x5I5x5 5x5 5x5 5x5 5x5 5x5 5x5 5x5 xI5x I I Cl') I I- - - _ IJ -III- .I I- -II I -ILI- -1 I I- "-1 r -Ir�L--i1L.__-i.i=-1.I I is r-Lc f -i1L=J -J - -ZE- - _ t 0 - - nJ J. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE. = ch W N r1 1 O I O r © \I ._ _. ' I K. REFER TO MILLWORK SHOP DWGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN -a 0 ti 10x20 I I In I L-) 1 rr-J I L,_ - J I L--J I L- - _ ATL - - J I L - - _1TL - - .J 11_- J I I_ - J I I- - J I I- - J I - - _I I L..- - - _iTL=-?1-- -"' I DRYWALL/MILLWORK CONDITIONS. W 2 Z I 1 X X I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 20 I - - - - v z I IJ r• I r' LI 15X5 1 1 1 I I I I 1 1 11 I 1 1 5X 1%`I- L - - �� L. ALL EXISTING AND NEW FLOOR PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND 0LL O O - - k I _ - - Lc) - Ls-) Lo - LO LO - ILO Lc) -- I OX1O 10x1-0 - Co) SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES. CI� 0 0 a! < ILI r 1 p p r x x x x x x • x x X x x x x I I M. ALL MILLWORK TO BE FASTENED TO THE PARTITION. PROVIDE NON-COMBUSTIBLE BLOCKINGCL W il1 1 I I Y 1 1 1 1 1 0 O O O O O O O O O O I O O O 01 1 - - - - FOR ALL MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 4'-0" HT. ALL CONCEALED 1 X L. 1 'I X 1 I I x 1 - -- LUMBER ec BLOCKING TO BE FIRE TREATED.20 '�, ` , I ,n I OJ I I I I J I I ` + I ` I 1 I I I N. GC TO PROVIDE SHOP DWGS FOR CASEWORK. o _ SOUTH - - - 103r r� EEII CO Z N 0 11 1 O. REFER TO 5/A9.30 FOR TYPICAL MOUNTING HEIGHTS. r" STAIR I I'I1 I o I I�I I I O --N1 X X 1 I 301 , r I I I I 10x20 - -" � - - - - - - - - - 10x1 11 11 0x10 XI I I I `n 'n I I I I Ln I REVISIONS I `\ I I r;l I I� I I I I I I I I I I LI I J LI AI WALL LEGEND NO. DATE BY . ,jjj . -.............. l 42 A I t I ,� �" • '.20 12-28-16 PER ARCH. _ 15x5 5x10 I 15X5 5x10 r1 1 0 LI ALL WALL TYPES TO BE TYPE 1421 A I t I U.N.O. - REF. SHEET A2.00cil A 8 I--_-±1 r- © 1 0X15 i 1 10X10 / WALL TYPE TAG: REFER TO SHEET A2.O0 FOR WALL TYPES 12-30-16 CITY COMMENTS • 30 6 0 3.30 I I I I / I # I X I X A 02-19-17 VE REVISIONS / ORIENTATION AND CONFIGURATIONS R / _ - - I L_-_-_-_1 L_ _.._ .:._ . I , I- - -------=-1=== - _ I _ _ L I v I - - - _ I R ) INSULATION ` rl I \ '/ / 1 SECTION CONFIGURATION 10x10 10x10 10x10 10x1 10x15 1 I I q / IJ / LAN CONFIGURATION L / 15511E DATES t S ; - - - I - `-- 1 - I -I H I- 1 - I - I II - -- I - - - - 0FEC FIRE EXTINGUISHER (2A-10BC) © LAND USE APPROVAL 2016-04-29 �� / 1� IN SEMI-RECESSED CABINET PER DETAIL •9.30 r CABINET BY METAL BUILDING SUPPLIER PERMIT SUBMITTAL: 2016-08-30 "T" 10X15 1 . I '3.30 FE FIRE EXTINGUISHER (2A-10BC) IN SURFACE PERMIT RECEIVED: II IID MOUNTED BRACKET I �I BID DOCS: �` i I I I I I I 1 T I I I I I - CONSTR. DOCS: I I421A1t ` 24"x36"SCALE: AS NOTED I `ik A, © C D PLOT DATE: 2017-02-19 10• .3.10 ;4.20 4 20 LEGEND NOTES: I I I I I fI I I � I II I I I 1. PROVIDE WATER RESISTANT GWB IN ALL WET AREAS, AND BLOCKING BEHIND ALL CAD FILE: 15-133_A21 FIXTURES. JOB NUMBER: 15-133 I �� 2, FURNITURE SHOWN ON PLAN IS FOR REFERENCE PURPOSES, ONLY AND IS NOT CHECKED: PAMC 0 © 0 4 0 6 0 i , `J��J 1O 0 0 0 ® 14 164110 18 9 2O ® 0 IN CONTRACT. U.O.N. DRAWN: DYMIDA STATUS: ISSUE FOR PERMIT I THIRD FLOOR PLAN , LEVEL 3 FLOOR PLAN *,,N--...: ? SCALE: 3/32" = 1'-0" A2 . 40 " KEY NOTES o © © 4 6 8 9 10 14 16 i 18 (-,--9) 200 0 �, -col)© o o m ® o \____J o 210'-0" 1 30"x 54' ROOF ACCESS HATCH PER 11/A8.2 1 0'-0" TYP5 edr A d ❑2 RAIN LEADER PER 6/A8.2 & 9/A8.2L 4.4 I I 0 I I 0 I I 1 I I I I I U.O.N. Q 8'x 6', HEAVY GAUGE, PRE-FINISHED RAIN GUTTER PER M.B.S. REFER TO SECTION • • Redmond, WA , 1 3 '410 •3.20 1 3 010 4894 Q El STANDING SEAM METAL ROOFING PER M.B.S. qd, OF OggR. +'� 8`-8' 1'-4 [] STANDING SEAM CRICKET PER M.B.S. I I , _:_` _ __..___ I uu�. I I I 6 ROOF BELOW - REFER TO ENLARGED PLAN - _ _ A I^ l I I _ •_. _______ I I El SINGLE PLY (60 MIL TPO OR APPROVED EQUAL) ROOFING MEMBRANE - FULLY ADHERED " Ul 41 O - - C C 41 C1 Q1' Q} �� I 0/ 1/4 PROT. BOARD 0/ 6 R-30 RIGID FOAM INSULATION. TAPERED TO DRAIN PER _, -c-- v a.c'a�-c °w o 1 ! � � - - - - - ;II .1 ;q - - - .L- / 41;1„, PLANS. __J 2-5ito � O � o � oNo °� 1 .II iu ate" o, In O I bill { [g GUTTER SLOPE 1/4:1'-0 N - 'N�. �'�� i °' v '' iv 2 7- � s - a E v E a �- ° ..-'-a. g - - - - I 1 - I• - . - I - 1 - 1 --- H --i- 4-- 1- I - I - I - , - I -- I �— - I - - g ° 3._ o N GT,: °i.E. c 0 o c I--� �t��--�� 1 < E c V as 3 n ° °{�J IBJ : �' U v >. v_ Ov '_ C °2EO O N L C.� C 3 ti a VO L O NI1 O O� n b �. ? O � � °' ! U = O a. C -. — — — — -- — I — — N E V 3U �v� O E C. ~ Q� O ° O C N p 1: R,++ p L G � I I I I I I I 7 T I I I I I I 1 � � w N C : rjg t N O tF Q c0 N Q� V ,,vZ- mv� �� w v: _ O O.J U 1: 1.--: :5 a)°::1:: • _ owa) 0' . 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I 1 1 I I STEPS V J Q N - - - - - - - - - - - - - - - - - - - - - _ .: ' 1 - N IiI L = co 1 NORTH W N I 1-1ICD N i ��--/ STAIR ] W 2 N- 1IIME, U Z I -_ - -._-. � I I 1 _ I I I I I I I I I I t i/11/26--s, � a �_ O (0) - - '. • 1 ! cc 1 - ._ - - - - - i - - - r114:1 Z - - @ r1/ vwUrAME* \ o_ o I t I { I.- I I I I I I I I I I I I I I W o I® -..- ..,, . ...AM. -:1 1 1 ® (I) Z CNI 1-= r, -r _ ROOF ..ri REVISIONS 1 STEPS 3R 1) I I 1 - ; :: ..�11 11 I - 1 I I I I- 1 I , i_ I _ I _.1.1__ - © ��\/ NO. DATE BY Q 1+d Y.I W I/ Li lla i 1Yi AVoY.n I - - �l ► ROOF '��`�� — STEPS Q 20 12-2$-16 PER ARCH. © 0 i 12-30-16 CITY COMMENTS 3.30 m A 02-19-17 VE REVISIONS R - - I - I - I:- I _ I — ' — I — I _I L I_.-. I I __ I I �. I I - I - I - I I - - 1 I - - I � I. I /6\.L. U _ ISSUE DATES - I - I H }- I- 1 - I 1 ! - I - I I - I - I - I — — �S •-- II — I..III .— .moi IP. I. Y.I Ii(1I L. r Id I_ rl fir' IYI III WI:.(7f31-2) 1 LAND USE APPROVAL:2016-04-29 • PERMIT SUBMITTAL: 2016--08-30 30 PERMIT RECEIVED: T BID DOCS: ® N - - - I - I I - I 1 I —! T I I 1 i I . _ I I - ID CONSTR. DOCS: . I I 24"r6"SCALE: AS NOTED ® Ak © D PLOT DATE: 2017-02-19 I I I I I M I I I ,8 33 I I . :10 I I rjaii I I I I •4.20 I I CAD FILE: 15-133_A25 lNUMBER: 15-133 EL_t__, ( 0) 411)9) ROOF DRAINAGE CALLS CHECKED: PAMC 0 0 © © 6 \8J 14111) 4PID11) 14IlD s 18 19 (2C-:) ill ID DRAWN: DYM/DA STATUS: ISSUE FOR PERMIT PROJECTED ROOF AREA: ± 25,030 S.F. INTENSITY (PER IPC CH 11): 3 IN/HR (LASTING 5 MIN.) ROOF PLAN ., ROOF PLAN DOWNSPOUTS: (6) x 6"x6” DOWNSPOUTS PER IPC TABLE 1106.2(2): 14,760 S.F. X (6) DOWNSPOUTSA2 5 0 -, -' SCALE: 3/32" = 11-011 (5.5"x5.5" EQUIVALENT USED) = 88,560 S.F. ALLOWABLE ■ PROJECTED ROOF AREA eD ARC T.LIC"' edr A c7j1_. Redmond, WA , �-� �' 4894 �Q T S R ,) Q P C°9 EN Mill 0 K 7:H G CF) D CC-- EB)EB) Aofog� 4110 GO G, N O -p-vi 47,r-;C C N 0 6),..,:: 3f I tL4-' N C C 0 0.0 L.0 OL _-... _- - -'...' U O'T t of 0.1` a. b0Cr ..... c4 ,i oEomCo m. 0. 7 0adV1U N 4° .-F, Ny ` U (411P AC-1 1411W 440 (41/5) AC-1 (� 1 1 u - 2 Ili-. o 01- CCIA E , C _ a CI oma . dV NN 7 0.,, >, 0 N . 0 CO EXTERIOR FINISH SCHEDULE ' I I Q N= a a a a3 r. �N o M!1 I��I 4 [ I I o EoN _0Ec.-2- $. MAT'L DESCRIPTION COLOR FINISH �11 1,,1 11 11 11 I ,II II,I 11,1 11 IS I till II I --_- I v ` o m o o °n v er o.- E o m a I.D. VIr� � � � >_, - - - I I 3 o via ° �o E"'� � voE CMU-1 SPLIT FACE MASONRY BLOCK T.B.D. two coo-- u CLEAR - -. .� 0'o >-•9-••2 m as SEALANT cn ~ a - t m z° 'o '''o.'`� CMU-2 GROUND FACE MASONRY BLOCK T.B.D. _ --- i -� ^ fn N a w c N E S a 2 CLEAR I NN e.�.i m E o aci' w o • SEALANT x s' .�>< N m -1-,) m m o �, SS X IV 12 Vsxur ® mW �� oa �aaa. CNo uruo m o • CONC-1 CAST IN PLACE CONCRETE w!SACK FINISH T.B.D. 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''+i,' ,L' ,i,'1',, 1,11,,I, ,, ,,1, ++i,++3, +I, ',I, 1 11, ++I,+.I, 1 11, ++I,'', CTR OF WALL PACKS p �t MTL-4 T.B.D. PER DETAILS I, --,,---.-=-1, ,I, d,'1 11, 1 •I, 1 ,I, I ,1 1`11,'1 •I• i`,�,'1 I. 1`11, 1`,I, ,1,'11,E. 11,'1',1,'1`,1 1 41 1 11, 1 11. 1 11, 1+I. 1 d. 1,p ,•r,, +I, 1,I. 1 11,,I.+,I, 1 4, ,,I. 1 11, +,f, , ,I, ,,I. +,11+ ,I, +n, 1 11, +,f, ' +I. +,I, +.1 ' ,I, +,I., 41 ,,!, + ,I, '+I, +41,,I, 1 ,I, , 11 ,11 ,11 111 •I, ,I, 'I, •I, ,I, ,h 111 ,u 1 111 +111 ' ,II ''f1 +111 1 11 11, O ARCHITECTURAL ELEMENTS I I' ,'I` . 'I' . [` . 'I' I' . 'I' 'I _ _ -. I 1 I�I�,� r f 1 1 1 I 1 1 1 1 , , r y i I I 1 ' . ' 1:::,r) .., ' ¢ N 1 I I I I I I ' I I 1 I 1 1 1 1 1 1 1 1 1 E I I I i I I l I l l { I I I l I I I I I 1 1 I I [ I I I I 1 1 ! 11 l l l l l I l 1 1 f 1 11 1 1 1 I I I I 1 1 w.-.. CO L.,„ 1 1 1 1 1 I I I \ 1 1 1. 1 1 1 1 1 1 I I I I I I I 1 1 1 1 J ! I l l l l l l l l l l l l I l L l l l l E l l l l l l l l l l l I l l l ! 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ABO ® C131C2b ® ,� StOrQUeStR ADJACENT FINISHED GRADE(S) - TYPIC L Q 0 -:/ SELF STORAGE A,....._.... W . (.9 J „.„,..__..„, < 0 EXT. FINISH SCHEDULE0NORTHWEST ELEVATION (SW PACIFIC HWY Q SCALE: NONE (,A\___‘___„...?SCALE: 118" = 1'-D" 0 LL Cin LD I Q J i W w H C:i____,-"'' C2) C3j 4 r.-...-\ (_! i___, 0� 8 9 1011111) 121111) 44-N\ 151 6� EA 8� 19 2421 22E-- (I) 2CI W I.J. J = � W 0 1- 0 I_ VJ U 401) 01110 MTS-1 CMI _ _ � MTL-4) Q W CI_ C VAD - O 0 BEER Wct 1 11AC-1 / • AC-1 1,/JZ � f-- .,�1 1�IIII REVISIONS NO. DATE BY • 1104 SELF 'TOR AG E A 12-28-16 PER ARCH. A \ 12-30-16 CITY COMMENTS • I 1 I I• • I I �- A 02-19-17 VE REVISIONS ' � J A /A5 .1, - . 10.: ISSUE DATES IIISII .�` LAND USE APPROVAL:2016-04-29 4, ,I, ,11 4, '1, `,11 ,!,' 11' 4, ' +1, ' 11, ' '1, ''4, 1 ,1, 1 ,, 1 ,1 1 ,1, 1 41 1 ,I,, 1 1, , ,E,, ,, I,,1 ,l, , ,, 1,,1,I, 1',1 1, 1 1, 1,k, 1, 1 1,1 ,1, ., , 1, 1 1,, 4,,1{,,1, ,1 1, 1 1 - 1, 1, 1 1�l, 1 '1, 1,I. 1,1,, +1, ,1, 1 11,1 ,I, 1 ,I, 1'1 1 111 1 11, 1 1 4, ' '11+ '1, ' 4, ,dI ,I, 1 11, 1 +1, '111 ' +11 1'I, ' 4, 1, ' ,1, ',1 , EL I - - ,, 14. 14, 14. 14, ,i1 4, 4, 4, 4. '1 ,,1 ,,1, '4, 4, 111 4, 14, ,,, `1,1.,'I',, 14, 1,, 11, I,I,I_,,I , ,II 1jp, 1,1,I ,, I ,, I 1,1,'4`,, 1 I11,'1 ,, ,,. 1, 11, 11, ,, �l;I,, r ,',+ EEC= `. ,1,,,1, 111, 1 ,LI ,1, 1,1, ,I, ' ,1, 1,I,, ,, 1 ,1, 1,1,, 111, ,,1, ' ,i, 1 ,1, +,11 ,,1,I, 1 ,L +,fl1 ,61a, 1 ,11 , 1 ,1 , 1111 ,1,'I',i,'I 7 PERMIT SUBMITTAL: 2016 O$ 30 11, , ,1111 , 1 ,1, 1,1,' , 1 +, 11, 1 ,1, 14, +11 ' 11+ ,, I ,11 ,1, ,1,1 ,,1 ,, 1, , I I, 11, 11, I I, 1'[, 1'1 , I, , 1,, 1 ,, 1 I1,, I, 11, 1, 111 , 11, 1,1,1 ,{,1, 11111 ,1, 1 1 , 1, 1 ,111, 1 , 1 ,, 1 , ,II 111 11, II, 11 1 ,411s 1 �1_' I1� 111 _ I, ,I.: 1.: 111 +, II , 1 ,, , 1, 61 +11 , .1,.,' I, I +I. 11, 1111,1, 1, ,1, 1 ,1, 111, 1 ,1,'1`,11'1 , 1 ,. '1 ,111114,14, I III ''111'1, ,'1'ty1 ' ''' 1,I, 1,111 „ 1',.,'11, 1 ,,-1 11, 1 ,, 11, I`1 11'11', ,, 1 ,1111, 1 ,1, 1,,1,, 1111,, 1111 ,, 1, ',1' ,I, 4, ,I, 4, 11, 1 ,, 11,1',`11 , ,111 ,, 111,'1 +, II l'. 1,11111, 11 , ,, 1 ,','I`,', 1 ,, I ,, 1',, 1 ,11 ,, 1',,'1 ,11 ,, 1 ,yl',1, r,, 1 ,; 1.11'.11` 1 1 11 1 ,1, 1 11, , ,1, 1 ,1, , 111'1‘ ' 1.dl -�,I,1 ,I. I 1�� ,, ' ,1, ' 4, 1 'I, , ,,'I '11 111 , , I 1 1 , 1, I � 1,,_I , I 'I, I •11 1 ,I, 1`'L'I p,I ,L 111, ' 41 1 111 ' +11 I'11 - 'L � 111 1 +11 I 'L 1`,I,'I',i.'I`'ll ' � '1`11 'I' ''i � ,IIS � 1. ' ,i, ' 11, ' ,I. ' ,I, I ,I, I 'I, 1,II I'11, ' I,I, 1 1�1, I •, 1+11 111, 1 11 I',l. 111, 11, 1 +I, I;I, 111 I ,I, 1+I, +I, 111, I ,1. 1 ,I, I ,I, 1 11, 1 ,1 1 'Il+i, 111 1 4, ,11 I +1 I ,II ',�I� PERMIT RECEIVED: di +$ 6 A.F.F. I 1 I 1 1 1 1 1 I ITT I 1 I I II I I I I I I I E I 1 I l l 1 1 1 1 1 • 1 1 1 1 1 1 1 1 1 1 I I f l 1 1 1 1 1 ! 1 1 1 1 1 1 1 f 1 1 ! 1 1 1 f 1 1 ! 1 1 1 - I I l ! 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DOCS: •1 1 i I I I I I I I ( I I I IIIIIIIIIIII I r 1 I 1 1 1 I 1 I I I I 1 1 1 1 1 1 1 1 I I I I I I I I 1 1 I I 1 I I 1 I I I I 1 � I 1 1 I. 1 I 1 II___f- I - l I . 1 1 1 1 1 I 1 I III ! 1 1 1 1 1 1 1 1 1 14 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ) 1i[ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 [ 1 1, I i I I I I _ a 11 `I 1 1 I 1 I 1 1 1 1 1 1 1 1 1 1 1 4 1 1 1 I I I I I I I I 1 I I 111111 I E 1 1 1 1 1 1 1 ! 1 1 1 11 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1- I� 1- 1 - 1 _ E 1 . 1 . 1 . 1 - 1 . 1 - 1 . 1 - 1 . 1 . 11 1 _ 1 _ I 1 I 1111 ` 1 1 II I I I I I I 1111111 1 1 1 1 1 1 1 I ! 1 1 1 ! 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'1'1,'1,,'1 ,,,11, r,,'1','1 ,,l, ,.,'1'11'1',,'1`'1'1`)1, I,, , , , , ,Y ,1 11, ,I, I'111,11 ' +1, ' ,I, I'�` I, I,T`I', 'I, ht H-1,',',`4,1',;,1`41',;,',1`,;,';',;,1` 1,1',1,1',1, 1,:, , ,,, I',,, I,,, i11, 1 ,,'1, 1,1, , +,, 14111111`,,, 1' ,h,, l`,, 1. 1', I', �p,', � i I I I 1 I I 1 I I I 1 I II - DATUM: 0 0 {EL. 177.5') 1, 1, 1, 1, i, 11 I. I Il I I I I+ '! I, h „ Mt _, -� A `ri.. 1. 5,I.. ,,I. ,I. ,I ,,I. 1,I. 1 1L 1 d. 1 J� 1�1,. 7 d� 1 ,I. 1,I, ,L ,I. ,1. ,I, 1111 lE, ,I, ,1. ,1. ,I ,4� ,. ,�. 11. ,I. H� ,I� Al1Y ,I. N, ,I. 1 ;� `11 1, 1 IL 1 ,l. 1 ,I 1 11. 1 , �: �--. I � 1 �',I '1'11.'I'11 '1'il,'I',I '� PLOT DATE: 2017-02-19 T.O. 1ST FLOOR SLAB CAD FILE: 15-133 A31 JOB NUMBER: 15-133 ® OW ORO (MU-1 CONC-1 CHECKED: PAMC DRAWN: DYM/DA STATUS: ISSUE FOR PERMIT 7---.'---N___ EXTERIOR ELEVATIONS & EXTERIOR FINISH SCHEDULE NORTHEAST ELEVATION (McKENZIE STREET) A3 . 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I, ,,V,, I`, N,, 1,,1 ,11,11 +I, , 1 ,, V,, 1, 1 ,, ,, , I, '!'I,I ,,I ,IL ,�,, l, I,i '1'1,1 ,,� 111F,11, I,,I ,11,, 1,,1,11 ,1 !, I ,I� � ._ .- CO • • • • • • k ... y., l 'V'9' r-- . • , k,, 1,, �,1, , +I,I,I, l,,, r,, l,1 1, 11 '1, .,1 Illi '1, ,'I', 11, V1. ,,1'+, 1,`I I ,1, N.J,1 .1, 1,1,1,,, 111, ' 11,'1 ,1, 111.. .1. ,, 1, '1',, 1, '1 ,, V,6 'I' ', 1 ,11 ,, I,, N1, 1t '1' 1,, 1 1,111,'1~,, 11 I,, . 1111,,1 +.1111, "I'm 'I , 'll� - 1 1 I 1II ', L g c*� 5 �.�r I ly II �I irk I' 'I ))/ I' f I `�� 41 11\!i,A 111, ,11, f 11. 1,l,i 11 II,I, I,11 ' d1 ! d, I ,I, I d, l 111 I 1, ! 11, 1111 1 d,1 ,€,! d,T,3,1 U1 ,4 I 11 f,I. I, 11L 1 ,1, I,I, S, f A�■■ A co I- U ' . ;..•-7.-...-----:..:' ', , / )' 1 ' �- I 1 11,1 51 i 11,1 5! i 1, ! 51 i 111 11 111 1111 1°1 11, I , I 1 I, 15 ! 1 I 1, _iii., I .'.. Aidi DATUM. 0 0 (EL. 177.5') - r � -a a .. Vr T.O. 1ST FLOOR SLAB Srti) r-Uu DAMN WALL PER GRADE AND 9 STRUCTUR L DRAWINGS - FIELD VERIFY . TYP' GRADES. AINTAIN MIN. 8• C.I.P. ABOVE . 8.2a ADJACENT NISHED GRADE(S) - TYPICAL , _l tar UeSE } � SELF STORAGE W 0 ..malQ ii 0 SOUTHWEST ELEVATION SCALE: 1/811 = 11-0" O LL Cr ) W � rn LL < J 11W (/) o A_0 �B D � 110 0 0 III M410 O P Q � 111 ill � � >- .___Y Q Ill 0 411) ��j � � ,/;�y �� EQUAL � EQUAL EQUAL EQUAL r �/�j �� = co hulk' 4461g) �5F_� 4111 0 1� 14210' , / / 1+ ' 11 W z 2 N ,� EQUAL • ,� EQUAL EQUAL ` EQUAL �� _O 2 rn W 1- U Z Et Lu - 0 (f) , Li, 0 LL t j a 4 1 1 I 4r C IC if 1 11 r _ o ,, w I o •s�•1 ��. _-- _ --� - 1.•. am a • .a al 1 1. a y r n.1 •• 1 .n .•. .. 1 .a 1 1 k- s • ( z L r 1" N '7, REVISIONS x.1.1 .. .11 ..•, r 1 NO. DATE BY 1 IK-11ffifr%i Nfifix Yii YY it li 4i; Ilk Ni/F`sIW%# é ' Nil••• 1i 1f,i%f6 %NNiM ''M li N NN I 11 - 12-28-16 PER ARCH. A K%K s% - %ifK Y K A - - K S s s N %%N%N% N%%%N A s N K s%% - _c 1 %%%s s A s s s Y s N N x N K A N s Y N N N - - %%% % %%%s% %%%%%f %X X s%iC K%%YYA KKKKxx NN%%NA MNNxNx %K%Yft. stixxs s%%N%i+K N%KKfA 1 _I _.- //^\\ 12-30-16 CITY COMMENTS %%K Y Y 1 Y Y%%Y K N N N SOFA N K%N N% N N ils s XX Nit*,% %%N N N li x}a u,d N fK '_.-.:i..;.�:,__'.t. / \ N%flit Xi %NN%% %R%1f N% a = %NMKK %%N N..Ai;l X& l ffixNNNfINK%NNA� %N%%%f %NYNYf1NNNNK NNKN%: ..t 4' ll . 02-19-17 VE REVISIONS N s%N N A 21•0 N N N x N%%% %%%%%x %N%%N f N N N%N N %N%%%> k its N N%N N f N fit N%%N Al ti Y K s K s s%K x 1 _ %%X # % %N N N N f '�%N%Ai 1 /� %%%%NA x%Yxx KYNKYx KKsx%f %K%s% %%%%YA :5XXX K I /4\ 04-25-17 PER ARCH. N s% M %%of x N N N% N SOX! % Y%lift%i� s Y Y s K% %Y%s%A •••••110 NYKY%ANN%NNN x%N%N NSNNxIY Y%NN%s s%}fNS* .. r • i -- __ +19'6"A.F.F. .'�- - -'---' -1-- A 11-10-17 BASEMENT ELIM. m ; �� i i B.O. GLAZING PANEL 1:*yi • • - I__ . _ ISSUE DATES I� ` - .. LI LAND USE APPROVAL: 2016-04-29 .__ 7 y 1y .t. �1 � - -l--f-`--,t`--,.-- -'.`7.w_ +_•�r_r'_.r •��.i/.�.�_"r'_,_ _' , , _. - L�_:I' • I ,I S,7 f-7'._.s'--.-•t` .R---_,`-- 7.-1�F-"t_„_`11_'_'_'r_--_'-Z _ _ _ ------7. _- I „ I 1 1 5 I , 111 ,,'"`F,;,�`;,,'`J, , , - .717,-.7117-1 . 1, ' I I ,N I, V ,1. + I II , i _im"amTa■alanli■�dlePERMIT SUBMITTAL: 2016-08-30 I , „" �� \ . 1 , .,-,r,, 1 11- 1 , , � I ,, ,, I 1 Ip1 1 �I/� I , 1' , I 1 i, r , '! ! , i 'I , '� 1 , , l�` ' Iy 'I' I 'I' T I 1, i, I1 I, , 51 i',1, 1,,, I , I, 11{ 11 1, I , 1, 11 1 , I, �, , 1 , I, I , 11, I, „ 11, ,, 1 , , , , , , _ .. ., ,; (•w�.yjV 3dyu,n - :rsls w>•„ --+i4"A,7.Iy'ci:,.y ,I ,J, ,. ,1 , 5 ,1 11 ,I ,, I',1 „ „ ,1 ,, ,, +' , , , I 1 11 II 1L 1 I 1 1 , t 1 , , , . , , 1. .4:�:fLS1yYi.',51f6,Yf6idl�..9SL£��I.-hM,Y...�!,�es.�k1..1tM1+:+,11111�1W,Y�' .-M1 -. .. _.,,._....a.1�d.:a..: _,.. _._. ` ,� '�, 1, r , I I' I 'Ir I +r +h i5 ' ", I�ImIId I, I, I , 11, I, 11 I I , 1 , , 1 1 „ I, Ik, I , I, I , I, I , I, I, I, I, , , , ,, 1, 15 I, , 1 , , , , 5 [Elm ' AMIIN ' NNINE ' 'NC ,NEMIZNENIN ■1■■II-••Y 1, , , •I , NINI■■■ila-: ,I I, 1 i,,, I' ,1 ' 1ly +11 I,.I , ,1 I,, ! ,111' ,'I,,,'I', ' ,, ! „ I',' 11. 1 , , ,11'1`11,'!'+1 'I'11,'1 'i1 ! '1, ■ , ' 1 , , I , 1 J ,, , 11 IA , I, TI 1, 11 I I , \ 1 V 1 , 1 , 1 1 , 1 1 , '{� 1 ,1_/I�111�111Y11� 1 ' 1 • ' 1 .. _ .. 1 i ,\ , 1 , +1 • , I i I 1 1 I 1, I 11`1 1 , !Y/'.1�� I� r I 1 h I i I I 1 I I V ., i, I , I, I, !, i I , I~, 11 ,1 1 11 (1 ib , 1 1, 1 ; 1 r5 II , 1 1 ,. 1 I , I UNII 1 1!, +� 1!1 1, ,, tl 1 +1 '1 ,'1 +!1 '!, 'if +1 ' 'i 1 L1 • '! I r I i r 1 I ,., i ,111� 1 ,Ll ,, , ,, 1111 ! 1i I I,, I„11,I , I I , 1 , I 1 1i I 1 I, E +1f 'i5 +If 'I, a1 , , �;� '1 ' ,, ,,,I , ,, ' •, , ,, ,�1-1 'T, , ,T, +11 , � 1, ,, ' , PERMIT RECEIVED: 2017-04-03 ,I � '1', ! 1` I' I' 1 I' k I' I' I� I' I ' V I 'J' ' 'l� 'l 1 p , 1 ,',1 '1 1 , , , I', 1' I` I', 1` I� I',' 'i' I, I1 N I' } ' 4, , , ',� + I I I, I, 4 1 I , I'1 'S, I, I', �, I', 'I`1 ! 1 11', ! , I, , 1 1 , 11', ! 1 11�. ,j, I IL d, I Ii. ',i, '1 1, , '#, €1 �+i1 ' 'I 'i. ' 1 : , i. I 1, ,I, ,I, ,#, ,I, ,L I , , , , ,L 1 ,ia ,L ,L vla 11 111 ,L d, ,6 d1 11 1,i 1 ,I 1 �r $'6"A.F.F. ' 1, ' d, d. +h II � +II L I, k 'it L Is 1!1 L I. 11 t, L h i1 11 +,L I, 1, I, ' +r'YI �11 �` 1 � 1 1' �It 1 I ``77 �t 1 '�1 I 1 '•G ' 'r T1' 'h '+I, ' 'r1 ` 'T. ' +11 1, '1'T1 y� '1. i�1.'1.Jl.. .�A. �L.., It M 5 11 1 'il .Il � 1 L 'l, ' I'l l 1 1 I I I 1 1 I I I i I I I I ' I I 1 I I I .14-JR 1,, 1 1, 1 I I I 1 i I I 1_ I- T 1 ''� I,I 1 1 1 1 1 1 1 1 , 1, 1 41, "-.' 1 I 1 , I I, , I i ! 1 ! I I _ I I , Mr CTR OF WALL PACKS ,I {{{�� `u� I I 1 1 1 1 ' ' ' 1 1 1 1I I, , ,I, ' !'1 I IH,11' 111 11, , '!i '11 ■, 1 ,,, , ,, ,I 111, T- BID DOCS: 2016-08-09 ,'A1E N I� MINN 111 I I,11 111, 1 11 1',1. I, [� ,11 I } V I [L1 ,J ,A '1M■■ 1 ' 1 S '■ '!■ ''1 IPINIad�i��al I "�1m�Am� INNI .• ll�ih -. ,', , Y,,'r Ill , I,,'il+',,: ■ E ■ ' ■ EN I' \'� I'�` I '1'> � 1, , .;, , I ,-i 1,11 '�. AIDIEi I� �AIDAm 1, I, I I. Ij �r�rlrsElhrd+lls 1■1■!■c1■■uL• . 5 I, I,. 1,,HLl' I, 'I +AM ,NEM Aml� I, I I CONST. DOCS: 2017-04-25 Ai■!� =ix ', \■1i niimizi.inRile,;.r_vitI fi t1 1, 'I',r r I ' ■l�i� A1Z •WEN ', 1`,1 11o1ioNeluitEe■n: ' � 0■1� ' . -NEI .. 1, -Brill }i, 1,1, ,V ,1,'',1,,',11 ,'i- 'li! .* Aikoungiollaal� 1-�' -r.t G� ®limim®1� ,11 1',\N I..."1 ,[1 ■ [� }' '' `� :MI nip= 11 i1 1, 41 1. 11 I T� , tt ,='1 , ® ■ i'' I''111him' R1Al■Al N,1i'I',1,'I'_ - ,1■■■■ eIIi'h T i l L's]■ �iriG ]ra�� .. ■IMMO=I �' �� ■■■ '!, I I i• I h f i +f 1 € I I1 I I d , , wit.1..1_.La.,,i� rLa.u_..I..wr�a.:.J• E iINIMEINEU , , 1 , 1,� 1 1 , 1 I,II■i■ Ir I I , I I I, i �■■1■.� • �,•it■ ■ 1 t' 1 E�I�EIoIEi Am c■■■ ; ,1: 1 ,;, 1 ,11 1 11 ' .1, '1 ' 24 x36 SCALE, 1 , ,. , , I., 1,1, 1,11 ' '1 I'r, 'a, 4' _ -�,rl--- ,t ,"1',11'il Nk11, P, I'; ,- I , 11, 11,111,, .:, 1 ,k a1 I ,,,, 1 1 , I ,, 1 , .' 1,`i•' ASN TED _Y.,,- ..,v.,i Iii _._.+. --�--UBSSIMMI11111MMENIM 111116. 01 �Y3� i' _ 41 , 1� �11■ 1 �,�q! I -.1ElaiIlIlYll\i n f ■Il !Q11fAlpllI�■ ■ Ifs 1�■I1 r DATUM: 0'0" (EL. 177.5') T dY= � 1 =1 I,I r,1 1111 1 ,I 'lI�A11[IE /1111111 1=11nf Eil Aul' 113AI�f SLI 1 1 1,, 11, ,1, 1. ,1, 11, ,'111M116 �� ,I •r ,I 'r 11 T.O. 1ST FLOOR SLAB PLOT DATE: 2017- 1-10 CAD FILE: 15-13 A31 elk 14M 14BP ((.23° JOB NUMBER: 15 133 MATCH; TYP. MATCH CHECKED: DYM/PAMC DRAWN: DYM/DKA STATUS: BASEMENT ELIMINATION EXTERIOR ELEVATIONS 0 SOUTHEAST ELEVATION (LOADING DOCK) SCALE: 1/8" = 1'-0" ■ 0 p z 0 r 9 m /33 00 H 1 1= m 0 r . m0 C • H 0 . z , 0 m I Z 0 0 m -n0 m 0 0 + xia) O D a m I- 7 -o C7 ` D 0 m 0 00 H - _ - - 0 o- *ni 0 - � _ - Cf) -.--I --_ m111 == 0 m _•_ ; i' - --_, ,_ �0 -1 0 , _.. , _ . ,_ , __ 0 , , „ „ , „ z _��______$ -,:, 0 , 0 r 46„ 46„ I— r11 D .V o' r W N c ii m 1 ` _ * `� \0 \ \ D r r- . � � . � . . � � � � 7 \ \ \ \ \ \ \ \ \ \ \ \ z .� ., . . . .� �� .'' .� rn � ;s; � ‘.;`; � � � � ,s;.- \s' I 01S \ \ \ \ \ \ \ \ \ v D _ n n0 rn )'• »>>>> O Copyright p 2016 Magellan Associates PLLC D Z m x p N N' N S T O R Q U E S T SELF STORAGE All rights reserved. The documents prepared by the •IV=,GT�(} X C _� Architect for this project are instruments of the �J� fT1 Di -� .- -- f77 ffl y fJ) 70 C) CTi I I I p Architect's service for use solelywith respect to 4 ro fv 0*.) �] m rn D 4 C m (J7 co 0 CoND this project- x a a I I I rn No art of this plan maybe copied, reproduced, cis O m O C) C v Cr) Cr) rn m NEW SELF STORAGE FAC I L or part iany frm or pt,y any means, 0 cn Cr�I C r r'�- ARCHITECTURE electronic or mechanical (including photocopying, r� o ITI N ____:1 C!1 n O recording, or any information retrieval system, co r D �"1without the express written approval of Magellan• m ,-1-- 1.,...„..\-- • r D o �, 8383158th Avenue Northeast, Suite 280 P Pp g Q (. ) r� j N N -� r�i -< Z i Associates PLLC. No derivative works of this plan D T D O o m 12800 SW PACIFIC HIGHWAY o Redmond, Washington 98052 may be made without prior written permission. The �� n ^ -i O Cr) (J) n xpurchase of this set of plans entitles the 70 a -� n Tel (425) 885-4300 Fax (425) 885 4303 purchaser to use this set of plans for the �„ W Z o o u) m TIGARD, OREGON 97223 a CD construction of only one building. The purchase of O�T 0 z rrl [n CD Q rr, I I >v co = (!� www.magellanarchitects.com additional set(s) of plans does not entitile the �` 1r I I I Z ? m I"F purchaser to construct more than one building. > C) W - co 0 Q END to cn Copyright cQ 2016 Magellan Associates PLLC f....eS9D Afile4t•k 9Øs4 edmond, WA Cl____"-- ® 3 4 5� fi �8 9 0 El_:1) 12 13 ®I. El5 1 16 17 18 �19� 20 21 22.___} __} ___} \-....7) ___ _.__ ____Y \,.._____,/ \.______,/ 00 4894 �Q 4 OFIik O •4.40 ••.30 © . • 4 I I I ! I I I I I I I I I I i I I I I I f � �'smua v I I�• --- - ---- ( [ v rn m 0. 0 ..,n+. u--v --- •'rYVYY4YrYYVrrY IYYYYrVVr4rYYr4rMrVVr• _ N 40. 1 maiaaagii I r , r nam o f oa.-,o m c y o o m ch adik 39'-0" (EL. 216.5')1 - o am � v �ooEvca�a illi" B.O. 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DOCS: 'A' 24"x36"SCALE: AS NOTED 1T-3 1/8" PLOT DATE: 2017-02-19 CAD FILE: 15-133_A51 JOB NUMBER: 15-133 CHECKED: PAMC DRAWN: DYM/DA STATUS: ISSUE FOR PERMIT ENLARGED OFFICE PLAN ENLARGED OFFICE REFLECTED CEILING PLAN0 :, ENLARGED OFFICE FLOOR PLAN .�I OFFICE RCP SCALE: 114 - 11-0" �J SCALE: 114 - 1 -0 .��..- A5 ■ 16 17 • 10 -o° 16� 17 D Ake I71IAI - 4-, 4 -i :4-)cphigts41 18" DEEP SUMP PIT W/ 7 5/8" 8'-8 3/4° GRATE -REFER TO SECTION A \ /'1r ,' :' ELEVATOR --- A 10'-0" Redmond, WA MACHINE ROOM " 4894 �Q '/ 4'-4 3/8" w� 4'-4 3/8" c ��` / 103A 103 OF 1P 11 ell J - f -I % 71I71IAI - � IA I - 1 1 / '' • , _ si z-t , -, \ _- _ � j / a Dov E O O.N C y .- p N O' VQ OyML2vwVwV 'Th ,f1•,.,.,,:,.•., .� O Qv� ao Qo p E a o E.02 E ++ C v C p o-6 E C▪ 0 - ! - jj ♦/ — a � o co N-� ,•• ./.......„.": \ � NORTH I NORTH Qu ti c pnif.` OaOtC—o ., F. CC ELEVATOR -, o0 5, va ° 206, X ,ELEVATOR ♦ . 0 •3vacE CIT▪ '-E- a/ / o o c 5 o. � o' • - - ` O h ]p 7 - CD I , p . I� _ — M o 2 .� ga0. � � � N LE ro xo a4 � ,-- - MI O NO -_.- O8vdU6— , NO B.O. PIT - _0 Nv0 O ,._.�/ I .--,-:, O"' C C C p v 0 N4.` C o N L v v q 0 p-- a 0 0 D O 1 / ♦ ) Q tam � olono� Ecv � \ / r. I �.� _i_ ./i 1 C U eco - � � W a O Ca i F.F.1 C13 � c � °' T.O. SLAB -8 1/2" / / / / / / c 2 - c a .' U cxa c i o o I; 1 � °' O. NORTH ELEVATOR PIT PLAN LEVEL 1 — NORTH ELEVATOR LEVEL 2&3 — NORTH ELEVATOR WI01Q Q CC El SCALE: 1/4" = 1'-0" SCALE: 114" = 11-0" SCALE: 114" = 11-0" co 0 NOTES: COI M '- °2 1. REFER TO DETAIL 4/A8.2 FOR ELEVATOR PIT WATERPROOFING REQUIREMENTS m 2. REFER TO STRUCTURAL FOR ADDITIONAL INFORMATION = ~ 6 7 0 6 le StorQuest. 10'-0 5/8" I 18" DEEP SUMP PIT W/ / `11' 4„GRATE -REFER TO SECTION , v / SELF STORAGE 4'-4 3/8" I 5'-8 1/4" 1 4'-3 3/4" I 1 t . LI_i -_ _ -4,1 , 0 J r , \ I+ - < 0 A -----: 7 4::( , I hi\ 0 ilm - 11 _ - 1:73 I W _ souTH ` CO 1,_s' 1,-6" , CO . ELEVATOR ` ' (cr:9( -4'6 / F.F.IDATUM = 0.0' - 71 A - j 1� B.O. PI-11\4F `" i T.O. SLAB i ` J EIS I .- 11 ,,,,» ,, oma\ . ''< \\\ \ ��a�� W (i) O H 11'-4" Q 1711 - I W L 2N J Z O N 0 6' W o (j) ° U Z 0 SOUTH ELEVATOR PIT PLAN LEVEL 2&3 — SOUTH ELEVATOR cL � � 0 _ Q z O SCALE: 114" = 1'-0" 9'-i 3/8„ 5'-0" 20'-8" 4'-4" V SCALE: 114" = 11-0" 0 " , 0 a \ `1 / \ 1 ti/ 1 I n w w I J 71 L _ (/) Z z NI f— L,\,.\ REVISIONS paI o N0. DATE BY 1�' r �', 12-28-16 PER ARCH. I "iI A 12-30-16 CITY COMMENTS N al !Ii - - I - - - - - - -� - ELEVATOR - I I - I_ - - - k n 02-19-17 VE REVISIONS MACHINE ROOM SOUTH 112 \ 04-25-17 PER ARCH. \ MEMO 11-10-17 BASEMENT ELIM. ELEVATOR •• ` —p - \ c r. 10 .r----) N. - N \ 1 CD ISSUE DATES \\\\ �.''Mi \\\� ♦ I LAND USE APPROVAL: 2016-04-29 I / c- ki= I / / 14 0 / PERMIT SUBMITTAL: 2016-08-30 PERMIT RECEIVED: 2017-04-03 1 X 11' 4r 1 / 4'% 3' "I JI 1 4' 8 '\ BID DOCS: 2016-08-09 iI CONSTR. DOCS: 2017-04-25 I I EI- - - - - - I E- - - - - 7 1 r - - - - 7 7 7 7 7 -11 - - - `` ..±J_ - I I I I I —. L I 1 _.._ -. l _L J_ 24"x36"SCALE: AS NOTED I I PLOT DATE: 2.017-11-10 CAD FILE: 15-133_A51 In JOB NUMBER: 15-133 IL 17 -7 - - - - 7 F 7 1- 7 r 7 T- _ CHECKED: DYM/PAMC I- I L _ I L J I L -1 I L_ - I DRAWN: DYM/RY/JJ/DA 1 I I STATUS: BASEMENT ELIMINATION hY I I I ELEVATOR SHAFT PLANS LEVEL 1 - SOUTH ELEVATOR LOBBY 6 1 in i m u, u n I. I 1 1 I u 1 1 III I, I III 11 I II I I I III II A5 • 2O SCALE: 114" = 1'-0" �' DAkc edr•A d �s � mac•L Redmond, WA ,* yA 4894 ily �Q OF Ogg /5\ 00 0 0 -,,i OY-,C C 0 W 0 O 0 £i , ccE20�C.0 w J ° 0 S N N c- d 2 ` ('N:-:::::: ::::: ::11 ;::: N iO+w¢¢`U ate-og m C NJpO 41 U c, 00a)M1c. .Outa oNW "aC O—" N 7 drn mEo.-NEn� ; ;°fI': Aooow — —a oo OU 7� �c�, 32L!../ z21 _ UvN© 00 21A 20 ' f r -,'% i I _ J . N O L L a..�. O p T ` U.'.. U O — " OLa ( N p ` S- C-O 7 0 a �zov ¢ Eaaupa\\L - L Lor e 1. ',O,' I I Io�o � o EJ W cin o opo " 94 A t m \ SPRINKLER RISER ROOM GM) co - J I L _ _ C13 30 iri� L - - ~" CZ cin 4 ma 71 A I - \ 71 A - I \\\\ \\\\\\\\\\\\\\\\ 171 I A I - r.. /Z1// //////////////////////////// U a Liz////////. //r //,�//////// / \\ \ \\ t1 \ \ / / WI Pr4., zS" 1 cz, ri ''... CM C) .7 1 5 / (01 , • 00 .n..,- C•1 cr.11,,,.., \ r-rth in 2 r 1 F.Y//R 1 . ; Eim r . _ Enn ,— r\ .,1 co r' 1 / 1 .t co if) cp I‘\\21_,) -- / — ____ - ____-_\ \ ,i1 ,r,, r \, I._ ,.., 1 1 1 1 \ \ \ 1 .= , , .c. _, _ . , . \ \ \ _,.. 1 __, \ \ r 1 1 r 1 1 _..., \ _,:,_ .., r, \ . _. _,„ .... 1 .11 \\ ,\ . 1 fr StorQuest cn .I i Q1 .11 \\ __ _ \ .... \ .11 1 iSELF STORAGE\ Q¢ \ \ I cii � o \ I � Q¢ \ ¢ Q` 1 1- _ -._ \ c,_, 0 ...J 0 . 1 \ \\ I < 0 N I `+ i -_ - UP �t\ \ Dowty -_ (ND— / DaWN d — — _-- EXTERIOR ,. . � EX 'IOR - CO \ _ UR �- - UP L4 L...LL ,_, DCWN NORTH © �_ _ / NORTH STAIR �I ,-' " NORTH \ ` % - .., (402A) 1 STAIR I - 102 40 lc-, STAIR c / STAIR \ a' NORTH O U. 402 242 \ r A) STAIR 711 A I - i342 Cf) 161 // 4,//�/�//% \ , \\\\\\\\ \\\\\\\\\\\ \\\\\\\\\\\\\\\\ //i//i///iii//ii/i /ii// ///i/iiiii r V o) I - I,' ERZ - o o O O -I 71 A - 71 A ,, ,.1 71 A - mum I 49 AI - J /A.. - --I--\� 61 A t I 149 A - ak W coO '..20 E. (/) W L _ M A TWO = � iz U Z 0 u) ( u.. O 0 1 ORTH STAIR - ROOF LEVEL NORTH STAIR - FIRST FLOOR NORTH STAIR - SECOND FLOOR NORTH STAIR - THIRD FLOOR IY i_ Q Z aO ALE: 114" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 0 OU N W 8 c VJ Z Z � , - REVISIONS 0 0 C3_} ED fib3-\ '�� 1111 NO. DATE BY 12-28-16 PER ARCH. A 12-30-16 CITY COMMENTS I 'I/ //Z7 // I�� I I I 02-19-17 VE REVISIONS 'i 71 /1'-0" l'-0" I \ I I 04-25-17 PER ARCH. 1-0) - / / Arlie- /./\ 171 A =1 rt 71 A 1 - 1-- — P 1 71 A I - '� r / 11-10-17 BASEMENT ELIM. \ \i\k /////// /ilii/ /// 1 ��i��//��1/il// ��r,\ Lk...\ I 1 I ISSUE DATES .- \ DAWN O \ >' i 0 DOWN \ E201A_} ' / --- 0 DOWN 301A LAND USE APPROVAL 2016-04-29 H \ \ / PERMIT SUBMITTAL: 2016-08-30 101A I I \ SOUTH STAIR I , _- __ (-Y \ 00 --�— 7i -�\ PERMIT RECEIVED: 2017-04-03 EXTERIOR \ SOUTH ---�I i / \ `' I 201 \I C -- — 301 BID DOCS: 2016-08-09 STAIR • \ \ CONSTR. DOCS: 2017-04-25 101 <-- \ I OUP \7 ) I \ \ % /I 24-x36"SCALE: AS NOTED n \\\\r\\\\\\`i\\\� \\\\\\\\\\\\\\\\\�.\\\\\\\\\\\\\\\ \N\\\\\\\\\\\\\\\�\\\\\\\\\\\\\\\\\\\\\\�\ \\\\\\\\ %✓/////////////////////'////////////////l///////////////// // /////////////,.._ ///1-ii/ PLOT DATE: 2017-11-10 © (PREVIOUS DETAILS 1, 10, & 11 OMITTED.) � i,� 71 I A - I - Q, — , , - C.9) .DL \L� \ X-0/ / / 71 A1 71 I A I - CAD FILE: 15-133 A51 Qirtg JOB NUMBER: 15-133 5-6 5/8" '9.1 8'-3„ 5'-6 3/4" 5-6 5/8" 9 TREADS AT 11' - 8'-3" 5-6 3/4 5'-6 5/8" 9 TREADS AT 11' = 8'-3" 5'-6 3/4" CHECKED: DYM/PAMC / -_-- - - / f y -- -/ / -- ---. ./ I _..._ .. .-- / /- / - - - I / DRAWN: DYM/DA STATUS: BASEMENT ELIMINATION iENLARGED STAIRWELL PLANS 1 1 SOUTH STAIR - FIRST FLOOR SOUTH STAIR - SECOND FLOOR SOUTH STAIR - THIRD FLOOR 6 -- 8 A5 • 30 SCALE: 1/4" = 1-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 0 4 D m m C �� -5----/// o _1. m 6'-la" �r 2'-6" .0.Il l .. y 2 , o m , :. ` --1 C) H „ 7:1 „ CI C7 -- >r % ,T, 1 Nn- m o, � -I T j gn I o 1 O I, , W I...._%. +l 1 0 N D I 411D _ J 1 C/3 (--_,..--\ > m r n �- N ,'—I I— < 1 g i 1 (7 �\w 'D, y I c i2'-6 i� • 57-7" co 1'-8" L ArA ,, I 1\I i I co,f ) IV � 0 N I\c.r O > `--- N— ' /v 4. 0 _ o / ,r,� I I n m — JV+ 1 ,; 1 N 1 L�J I 1r.,.., (--i J ,e-L_ i- I - O I /1 I o 1 I O r--- _ ! I I �- , I 1 cn � N_ i___, . ---W_,-- I p \ O _ I ca \ I cr) N3 -1 m LJ ,� l (74D D F tet+. 10" g'-2" t\) C CO Q° IV/(,Nihil//////////////////// iiia - o o ,,'.._ 11 1 Nfl 1 1 1 1 1 1;��`N.. 0 K cn 0 C) ,- C) -a ro C) CO -0 -0 _ z n m W D O o Q ).- z �D,DDD Copyright © 2016 Magellan Associates PLLC 0 z K_ _� Y , I rrAll rights orreserved.thiThe toredocuments prepared bythe T m m m D us o� --I o o STO RQ U E ST SELF STORAGE S Architect for this project ore instruments othe �y • G� Z O t m w NJ Architect's service for use solely with respect to m !?� m c (n D this project. co V7 fel part of this plan may be copied, reproduced, m (.11,11 m J NEW SELF—STORAGE FAQ I L . - o° transmitted in anyform or byanymeans, O > n-i m -moi O frl r ARCHITECTURE electronic or mechanial (including photocopying, it o cn p >- C 0 recording, or any information retrieval system), co m ��00 r- y C n 6 �„ ''g 8383 158th Avenue Northeast, Suite 280 without the express written approval of Magellan a {"e. *, m - N N) N) -1 m CO Z -a Associates PLLC. No derivative works of this plan T' U' Q D Q O m70 12800 SW PACIFIC HIGHWAY or� Redmond, Washington 98052 may be made without prior written permission. The y M141111 13 Z Co m n purchase of this set of plans entitles the t� CA O J I I C > CCD Tel (425)8854300 Fax(425) 885-4303 purchaser to use this set of plans for the 0 y' C.4 o o a TIGARD, OREGON 97223 Y construction of only one building. The purchase of )1 r y CI -0 -< C-T1 mg n I ti I I o n (!} www.magellanarchitects.com additional set(s) of plans does not entitile the 111• J O (_,..1 I ITI , IV Z + rn rfpurchaser to construct more than one building. D c� u.i co 0 a CO Cf) Copyright © 2016 Magellan Associates PLLC /A/ \ f f I i.., f/'%////j/%/�fj/////// //jj/i �r A d ( amRedmond, WA44894 • . oFog�O GYP. BD. - PAINT GYP. 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MOUNTING HEIGHTS AND DIMENSIONS. U v o W aa) 2Q — o > m 2 co MENS RESTROOM 108 (WOMENS RESTROOM 109 SIMILAR, OPPOSITE HAND) 0WOMENS RESTROOM 204 (MENS RESTROOM 203 SIMILAR, OPPOSITE HAND) WI x = i 2 l SCALE: 318” = 1'-0" SCALE: 3/8" = 1'-0" 0 85 Et co ` a� M co O CO I I.0 C7 2 cr) N01 CO O co i_ U 10 �p StorQuest. SELF STORAGE •9.30 W • 0 J /\ \ < 0 \\,...... _...„-/ ,_0 \\11,:iii// -''''''"---------J-------"--l_ L.L N ., 0 Li.,. Q BACKSPLASH f I I N Z ', r n V/ 0 V \ u. < o 4 1 COUNTERTOP 7() DD fl o u ,< , o N V „ LH 2:._.jr,r;. 2'-6" 3'-6" 2'-6" 2" ']) ' I1 J = to UNDER COUNTER �••{,j J 0 REFRIGERATOR - D W 2- a BY OWNER U Z Oci - 8 J BREAK ROOM CASEWORK ELEVATION a 0 • 5o SCALE: 1/2" = 1'-0" o cnEt W 0 < W Z � H SECURITY CAMERA REVISIONS / LOCATION TO BE DETERMINED BY OWNER NO. DATE B I I { 1 1 II l I \ / ___.1_ . ,LT ' ELEVATOR DOOR MOTION TO ISSUE DATES ACTIVATE MOTION DETECTION SWITCH FOR NEAREST LIGHT TO LAND USE APPROVAL:2016-04-29 ELEV. DOOR. PERMIT SUBMITTAL: 2016-08-30 ELEVATOR DOOR PERMIT RECEIVED: (FINISH PER OWNER # I" SPECS) BID DOCS: -� CONSTR. DOCS: CALL BUTTON ELECTRONIC KEYPAD 24")(36' 8 i 1 N.. (LOCATE ON FIRST 8 - FLOOR LOBBY) PLOT DATE: 2016-08-29 r I x x_ CAD FILE; 15-133_A61 - -- JOB NUMBER: 15-133 I .01N CHECKED: PAMC i ] 1 DRAWN; DYM r STATUS: ISSUE FOR PERMIT INTERIOR ELEVATIONS TYP . NORTH ELEVATOR ELEVATION TYP. SOUTH ELEVATOR ELEVATION 9 10 A6 . SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" A6 WINDOW SCHEDULE (101A DOOR SCHEDULE ROOM FINISH SCHEDULE I TYPE WIDTH HEIGHT MATERIAL COLOR FINISH area QTY TOTAL U-VALUE NFRC CERT SHGG{D 35 VT REMARKS DOOR FRAME WALL CEILING VJD C (TGA) (0.38 MAX,) NUMBER(CPD#) MAX,) � ROOM NO ROOM NAME FLOOR WALL BASE [� A 11'-11" 73„ ALUM. - CLEAR ANDD. 86.4 6 518.4 0.328 0.340 0.529 A NO ROOMS)SERVED SIZE(W X H) MATERIAL TYPE GLAZING MATERIAL TYPE GLAZING Fire Rating FiARDWAR REMARKS/LOCATION NORTH SOUTH EAST WEST Material Height REMARKS �J � STOREFRONT 16 GA HOLLOW METAL 16 GA HOLLOW METAL ALUM. 101A SOUTH STAIR 3'-0"x 7'-0" C - A - 90 MN- 3A 101 LEASING OFFICE CT-1/CPT RB-1 PT-1 PT-1 PT-1 PT-2 ACT-2/OPEN VARIES B 9-47-3STOREFRONT - CLEAR ANOD. 67.6 15 1,014-0 0-328 0.340 0.529 A FULLY INSULATED FULLY INSULATED ear #.41 16 GA HOLLOW METAL 16 GA HOLLOW METAL 102 BREAK ROOM CPT RB-1 PT-1 PT-1 PT-1 PT-2 ACT-2 9'0" REFER TO SECTION RCP -got ot ALUM. 102A NORTH STAIR 3'-0"x 7'-0" C - A - 90 MN. 3B / B1 9`-4" T3" - CLEAR ANOD. 67.6 2 135.2 6.328 0.340 4.529 A FULLY INSULATED FULLY INSULATED STOREFRONT SPRINKLER Redmond, WA ,, - E E ATOR •C I C 9-0" 9'-0" ALUM - CLEAR ANDD- 81 5 405.0 0.328 0.340 0.529 A ( 103A 3'-0"x 7'-0" 18 GA HOLLOW METAL C - 16 GA HOLLOW METAL A - 90 MIN. 4A DETAIL 51A9.2 4894 STOREFRONT ROOM 103 RISER&ELEC. CONC RB-3 PT-3 PT-3 PT-3 PT-3 OPEN 16'0" �� .AP ALUM. 9`-4"x 8'-0"(FRAME ROOM v D 9-4 6-9 STOREFRONT - CLEAR ANDD, 63 1 63.0 0.328 0.340 0.529 A , 104A ELEVATOR LOBBY ROI AUTOMATIC SLIDING DOOR 0 TEMP N/A N/A - 1 4�j ALUM. P-LAM @24" EITHER OF O i`` E 4'-0" 7'-3" - CLEARANOD. 29 6 174.0 0.328 0.340 0.529 A 105A LEASING OFFICE PAIRS-0"x8`-0" ALUMINUM STOREFRONT A TEMP ALUMINUM STOREFRONT - - STOREFRONT 1[]4 JANITOR'S CONC RB PT-3 PT-3 PT-3 PT-3 OPEN 16'0" SIDE OF MOP SINK TO ALUM. 18 GAHOLLOW METAL or 4&"AFF. • El 4'-0" T3" CLEAR ANOD 29 4 116.4 0.328 0.340 0 529 A 1058 LEASING OFFICE 3'-0"x 7'-0" 26 GA HOLLOW METAL C B 10 DETAIL SIA9.2 STOREFRONT KNOCKDOWN ) MEN'S P-LAM WAINSCOT PER F 6'1 112„ 7,3" ALUM - CLEAR ANOD- 44.4 3 133.2 0.370 0.333 0.590 B 18 GAHOLLOW METAL or 105 CT-1 CT-2 CT-4/CT-3/PT-1 CT-4/CT-3/PT-1 CT-4/CT-3/PT-1 CT-4/CT-3/PT-1 GWB 9'0" STOREFRONT 106A BREAK ROOM 3'-0"x T-0" 20 GA HOLLOW METAL C - B - - 9 DETAIL 5/A9.2 RESTROOM ELEVS m ° o c C v a m w m KNOCKDOWN Uy• ° v °°LLL °� G 9-0" 7 3" ALUM. - CLEAR ANOD. 65.1 2 130.2 0.370 0.333 0.590 B BREAK 18 GA HOLLOW METAL or } WOMEN'S P-LAM WAINSCOT PER d ri y am a a�STOREFRONT 1068 ROOMICLOSET 3'-0"x 7'-0" 20 GA HOLLOW METAL C - }(NOCK DOWN B - - 8 DETAIL 5149.2 106 CT-1 CT-2 CT-4/CT-3/PT-1 CT-4/CT-3/PT-1 CT-4/CT-3/PT-1 CT-4/CT-3/PT-1 GWB 9'0" ° E ° o y `oALUM RESTROOM ELEVSQ " �._H 44-4" 7'3" - CLEAR ANOD. 31.4 3 94.2 0.370 0.333 0.590 B : Q>°STOREFRONT 18 GA HOLLOW METAL or m co_ �:ill1074 JANITOR'S 3'-0"x T-0" 20 GAHOLLOW METAL C B - - 5 DETAIL 5IA9.2 ELEVATOR o ` o L ° °ALUM KNOCK DOWN 107 CONC RB-3 PT-3 PT-3 PT-3 PT-3 OPEN 16'0" - a L Q> ° E E . I 4'-0" 7'-3" - CLEARANOD. 33.7 2 67.4 0.370 0.333 0.590 B LOBBY o ° E" °o w ° ° ° m STOREFRONT 18 GA HOLLOW METAL or ° m 6 L a N o.� oc o 1 08A MENS RESTROOM 3'-0"x 7'-0" 20 GA HOLLOW METAL C - B - - 5 DETAIL 5IA9.2 a',' . A cr..- >Y c KNOCK DOWN ELEVATOR Q - c T F1-6-:G a 3 0c a c 108 CONC RB-3 PT-3 PT-3 PT-3 PT-3 OPEN 16'0 ° ° ° aQ° m WOMENS 18 GA HOLLOW METAL or c'- a y C. 109A 3'-0"x 7'-0" 20 GA HOLLOW METAL C - B - - 5 DETAIL 5!4.9.2 MACH.ROOM c m y 5 y c ° a/.L o L RESTROOM KNOCK DOWN 0 E N E,0[° > m SPRINKLER RISER 16 GA HOLLOW METAL 16 GA HOLLOW METAL 109 WEST STAIR CONC _ _ OPEN -- 11 - a ° m o °�cv o ° n 1 1 OA 3'-0"x 7'-0" C - A - - 6 °' N ° E" 2 m E ROOM FULLY INSULATED FULLY INSULATED 110 EAST STAIR CONC/MTL OPEN °' ° F ,.°° `3 a a"r ny 9'-4"x 8'-0" FRAME Lao c o c c N .. o 111A ELEVATOR LOBBY AUTOMATIC SLIDING DOOR D TEMP N/A N/A - - 1 ELEVATOR r` ~ aw ° ° m z ° ,..,,,- R.0.) ° Q C ° T y ,Vl o C 16 GA HOLLOW METAL 16 GA HOLLOW METAL 201 CONC RB-3 PT-3 PT-3 PT-3 PT-3 OPEN 10'0" o m Y.L - E c n- . ,.i ,, ° o 1118 HALLWAY 3'-0"x 7'-0" C - A - 90 MIN. 3A LOBBY N ` -0- ° ,9. FULLY INSULATED FULLY INSULATED ) ' 1- m *. a� '5 6 v e m•8 o ELEVATOR MACHINE 202 WEST STAIR CONC/MTL - - - - - OPEN -- © L- ° '�-`' ° ° v a o °' c ° 49 2850.6 112A 3'-0"x 7'-0" 18 GA HOLLOW METAL C - 16 GA HOLLOW METAL A 90 MN. 4B DETAIL 5IA9.2 4 rn° °.E L {„ E o ROOM -`243-c-;., C c v w w v GENERAL NOTES: 203 EAST STAIR CONC/MTL - - - - - OPEN -- °" _ E __ m N N 7� �:a).a> aro o . -, ULrr -'. c, 1. ALL GLAZING SHALL BE INSULATED,DOUBLE GLAZING TYPE. ALL FRAMES SHALL BE THERMALLY BROKEN 113A ELECTRICAL ROOM 3'-0"x7'-0" 18 GA HOLLOW METAL C - 16 GA HOLLOW METAL B - 90 MIN. 5 DETAIL 5/A9.2 a L L o ° ° T° ° --- v ELEVATOR o - P r o L v y o ° a o n 2. ALL GLAZING SHALL BE CLEAR(NON-TINTED)GLASS. l 301 CONC RB-3 PT-3 PT-3 PT-3 PT-3 OPEN 10'0" 0 a a a. z o.) 3 a E a a° v a 3. ALL( AZINGSHALLWIWI,WITHGOVERNINGIURISDifATIONSTARGETUAISUMOFU-FACTOR TIMES ASSEMBLY AREA)VALUES. 201A SOUTH STAIR 3'-0"xT-0" 18 GA HOLLOW METAL C - 16 GA HOLLOW METAL B 90 MIN. 2A DETAIL 5/A9,2 / LOBBY REMARKS: 1 302 WEST STAIR CONC/MTL - - - - - OPEN -- A. OFFICE STOREFRONT SYSTEM IS BASED ON 2"x6"DEEP FRAMES. BASIS OF DESIGN KAWNEER 601-UT THERMALLY BROKEN FRAMING SYSTEM 2024 NORTH STAIR 3'-0"x T-0" 18 GA HOLLOW METAL C 16 GA HOLLOW METAL B 90 MIN. 2A DETAIL 5149.2 / 303 EAST STAIR CONC/MTL - - - - - OPEN -- O N (8n`12 s= J B. STORAGEAREA STOREFRONTSYSTEM IS BASED ON 2"x4-1/2"DEEP FRAMES. BASIS OF DESIGN KAWNEER 451-UT THERMALLY BROKEN FRAMING SYSTEM 18 GA HOLLOW METAL or co LCA p o J 203A MENS RESTROOM 3'-0"x7'-0" 20 GA HOLLOW METAL C B 5 DETAIL 5149.2 CV O cY3 U KNOCK DOWN ELEVATOR a> co WOMENS 18 GA HOLLOW METAL or 401 CONC RB-3 PT-3 PT-3 PT-3 PT-3 OPEN VARIES U m 204A 3'-0"x 7'-0" 20 GA HOLLOW METAL C - B - - 5 DETAIL 5/A9.2 ) LOBBY Co 8 t' RESTROOM KNOCK DOWN W q Co Q o 301A SOUTH STAIR 3'-0"x7'-0" 18 GA HOLLOW METAL C - 16 GA HOLLOW METAL B - 90 MIN. 2A DETAIL 5/49.2 402 WEST STAIR CONC/MTL OPEN �„ c co 1E N 0 2 403 EAST STAIR CONC/MTL OPEN '�,, a) a 302A NORTH STAIR 3'-0"x7`-0" 18 GA HOLLOW METAL C - 16 GA HOLLOW METAL B - 90 MIN. 2B DETAIL 5/A9.2 cr3 X c>3 . WINDOW TYPES: U o '(n m 16 GA HOLLOW METAL 16 GA HOLLOW METAL SCALE: 1/4 402A NORTH STAIR 3'-0"x T-0" C A 9D MIN. 3A z = 1 -O" FULLY INSULATED FULLY INSULATED )1GENERAL NOTES A ALL G.W.B.TO BE PAINTED PT-XX,U.N.O. WI o o E co) PDg REFER TO FINISH SPECIFICATIONS 47.1CE NOTES: 1. ILL DOORS1-314"THICK U.N.O. 4. REFER TO 40.3& .4FOf ADA SIGNAGE REQUIREMENTS AT I"- pp RESTROOM LOCATIONS � 4] co a 0 5. PROVIDE FULLY INSULATED FRAMES AT ALL EXTERIOR H.M. 00 2. REFER TO HARDWARE SCHEDULE NOTES SHEET A7.1 J M1 Lo CONDITIONS REMARKS: 1 P-LAM @24" EITHER SIDE OF MOP SINK TO 48"AFF AT JANITOR'S t co r 3. REFER TO P0.3&A0.4 FOR ADA REQUIREMENTS FOR DOOR TH RESHOLDS o 2 CO I- 0 11'-11" 9'-4" 9,-4" REMARKS 1. ) 2 4 r 2. Ur 4-0' ,r 3°-11" 410' ,, \ , 4-8° / 4 8 �` 4'-8" ,i, 4'-8° A `-' FINISH MATERIAL & COLOR SCHEDULE p StorQuest , , , , , , 4 :,., "4 ": .%,% i;.' 2' A ' SELF STORAGE '/, ''4 '4 /. '/, '/. : '/, '/, '/, '/, '/, 9 BUILDING ELEMENT MATERIAL CODE BASIS OF DESIGN PATTERN OR FINISH COLOR CONSTRUCTION OR TYPE REMARKS `n °ra /. /, '/, '/, /, '/. G "41 % % '/, '/, f MANUFACTURER ✓ / / '4 '4 / 7 .'/,', Z. '4 / X. VINYL TILE VCT JOHNSONITE AZROCK V-218 MALT W J r, y i y, , ' , i ::: .`/; :'42.: 9 POLISHED&SEALED CONCRETE CONC 1 1 '7 e7 '7 '7 '7 i /7 '7 '7 FLOORS CARPET TILE CPT MANNINGTON INFINITY MODULAR APPROPRIATIONS 24 x24 TILES -\-- 54 % % '/, '/, '/, , '/, 554 4 5. '/. % 63003 �.■ 'r CERAMIC TILE CT-1 DALTILE AVONDALE PORCELAIN CHATEAU CREME 12 x 12 TILES U-,, I i COLORBODY ADO1 '/, i DALTILE CONTINENTAL MOROCCAN BROWNLI. < ,` `\ 4- 4- 4, ` 4- 4- 4- 4- 6 x 12 TILES CERAMIC TILE CT-2 SLATE COLORBODY PORCELAIN CS55 DALTILE:AVONDALE PORCELAIN BULLNOSE MOROCCAN BROWN O O ® B1 CERAMIC TILE CT-3 COLOR BODY TRIM CS55 3 x 12 TILES LL 91-0" CERAMIC TILE CT-4 DALTILE AVONDALE DIAGONAL PATTERN CHATEAU CREME 12 x12 TILES I. I I I �, COLORBODY ADO1 f/� 1.i.1 /� 4-6" dr4 6 RUBBER COVE BASE RB 1 JOHNSONITE WALL ART CRW MISSION 4 INCH 1 V J OW / RUBBER COVE BASE RB 2 JOHNSONITE WALL ART 42 SABLE 4INCH 2 9'-4" 4'-0" 4'-O" DOOR TYPES: �' % l i i l i i % i / r I' SCALE: 1/4" = 1'-0 RUBBER COVE BASE RB 3 JOHNSONITE WALL ART 45 SANDALWOOD 4INCH 2 LL < ' 4 /, '/, '/, 95 54 4'-8° 4'-8" f il T PAINT PT-1 SH ER WIN WILLIAMS PROMAR 200 ZERO VOC 5W 6099 SAND SEMI-GLOSS /, / / /, /4 / INTERIOR LATEX DOLLAR v . .. WALL ' ' F /, f, /, Z. f, f. /, G /, /, f, .1 SH ER WI N WI LL IAMS W `n , % / , , % / / �� / 54 PAINT PT-2 PROMAR 200 ZERO VOC SW6099 TRUSTY TAN SEMI-GLOSS O 95 55 INTERIOR LATEX /. Z. '/. 55 '/, % '/, % 54 '/. `95 5 '/. '/, `54 '/, % SH ER WI N WI LL IAMS PAINT PT-3 PROMAR 200 ZERO VOC SW7005 PURE WHITE SEMI GLOSS /, '/. 'f. '/, '/, 55 4 '/, '/, '/, 'J. '/, '- CI i' 5 Z 54 '/, '/, 2 INTERIOR LATEX o , 4 / 4 / i SHERWIN WILLIAMS -' / / Z. / / / , K, , '4 '4 / , PAINT PT-4 PROCLASSIC INTERIOR ACRYLIC-ALKYD SW6088 NUTHATCH SEMI-GLOSS } 95 PER SCHEDULE PER SCHED PER SCHED PER SCHEDULE PER SCHEDULE WATER BASED Q ' f. SHI=RVUIN WILLIAMS i „ , / „ 7 ,� ', / / / / PAINT PT-5 ZERO VOC ACRYLIC SW6088 NUTHATCH SEMI-GLOSS Lii _ 31� PRO1NDUSTRIAL = N SHERWN WILLIAMS SW6871 POSITIVE: N i Q I / PAINT PT-6 ZERO VOC ACRYLIC SEMI-GLOSS54 55 55 55 95 54 z / / / / / / 95 :25/ / ZZZ, / / o - PROiNDUSTRIAL RED lii 1 „ „ „ „ f „ „ „ „ „ _ 1 „ „ PRELUDE 15/16;24 x 48iii a�� ., ,,. \ `� \ \ N ACOUSTIC CEILING TILES ACT-1 ARMSTRONG DUNE LOOK II TI=GULAR WHITE TILES U U Z O �p O E1 0 \ a CEILING ACOUSTIC CEILING TILES ACT-2 ARMSTRONG DUNE ANGLED TEGULAR WHITE PRELUDE 15116;24x4$ P D LI- O Li _ n = cm TILES I- Q W N S.G. S.G. v PLASTIC LAMINATE F'.LAM 1 FORMICA MATTE FINISH 299-58 EBONY OXIDE COUNTER SPLASHES 8 0 Z ®� °` ` CASEWORKCC 7481 58 NATURAL { ❑ w PLASTIC LAMINATE P.LAM-2 FORMICA MATTE FINISH ALL OTHER CASEWORK 6'-1 1/2" g' p" 4'-4„ 4'-8" a \ �ce LaJ . �' BIRCH I I pCC S G• CORNER GUARD CG 1.5"x 1.5"x48"STAINLESS BRUSHED SATIN 3,4,5 1..1..! w T 1 ,L,... 4'-6" ,K 4'-6" / T ,., . , ,., a' J S.G. S.G. ACCESSORIES STEEL FINISH / Z -c0 0 ( A ) ( e ) 0 ( D ) CL) G3' EQUIPMENT & ACCESSORY SCHEDULE EQUIPMENT&ACCESSORY SCHEDULE ROUGH-IN REQ. FURNISH I INSTALL REVISIONS `,n .r, TAG QTY DESCRIPTION BASIS OF DESIGN MFR!STYLE,PRODUCT NO ELEC PLMB GAS FCIC FOIL NIC REMARKS/LOCATION NO. DATE BY 01 2 ADA COMPLIANT FLOOR MOUNTED TANK STYLE TOILET AMERICAN STANDARD-REFERENCE PLUMBING DRAWINGS X X FRAME TYPES: 02 2 WATER CLOSET SEAT AMERICAN STANDARD-REFERENCEPLUMBINGDRAWINGS x A 12-28--16 PER ARCH. r SCALE: 1/4" = 1'-O" - - _ I -. 03 2 TOILET SEAT COVER DISPENSER BOBRICK,B4221 X 12-30-16 CITY COMMENTS 04 2 TOILET PAPER ROLL DISPENSER BOBRICK,B-2890 X A I c, 02-19-17 VE REVISIONS i i i 2" 2" 05 2 SURFACE MOUNTED PAPER TOWELNVASTE RECEPT BOBRICK,B-3699 X c N NJ 06 2 WALL MOUNTED SOAP DISPENSER BOBRICK.B-4112 X AA 04-25-17 PER ARCH. r }C �. ., \s �____ N 07 2 SETS GRAB BAR SET(VERTICAL AND HORIZONTAL} BOBRICK,8-5806 X A 11-10-17 BASEMENT ELM. OO OH OI 08 2 ADA COMPLIANT WALL MOUNTED LAV AND DRAIN REFERENCE PLUMBING DRAVNNGS X X 09 2 LAVATORY PIPE AND DRAIN INSULATION TRUEBRO LAVGUARD 2 X 10 2 ADA COMPLIANT LAV FAUCET SET ELKAYBRAND-REFERENCEPLUMBINGDRAWINGS X X ISSUE DATES 11 2 WALL MOUNTED FRAMED MIRROR BOBRICK,B-290 24'.x48''WEDLED FRAME X LAND USE APPROVAL: 2016---04--29 12 1 SURFACE MOUNTED SANITARY NAPKIN DISPOSAL BOBR ICK,B-270 X PERMIT SUBMITTAL: 2016-08-30 13 2 FLOOR DRAIN{RESTROOMS) REFERENCE PLUMBING DRAWINGS X X 14 2 ADA UNISEX RESTROOM SIGNAGE REF A0 3&PO 4 AND TYPICAL MOUNTING HEIGHTS DETAIL X PERMIT RECEIVED: 2017-04-03 BID DOCS: 2016-08-09 15 - CORNER GUARDS 2"x2''x48";STAINLESS STEEL X C CONSTR. DOES: 2017-04-25 A B 16 1 BREAK ROOM SINK REFERENCE PLUMBING DRAWINGS X X " 17 1 MOP SINK REFERENCE PLUMBING DRAWINGS X X B DOOR & GLAZING SCHEDULE NOTES X 32-12"HEIGHT MAX 24"x36"SCALE: AS NOTED 19 1 UNDER COUNTER REFRIGERATOR PER TENANT X X PLOT DATE: 2017-11-10 (VERIFY) 20 1 MICROWAVE PER TENANT X X CAD FILE: 15-133_A71 A. FIELD VERIFY ALL ROUGH OPENING SIZES PRIOR TO FABRICATION D. MAIN EXIT DOORS SHALL HAVE A KEY LOCKING DEVICE. THERE SHALL G. EXTERIOR LANDINGS SHALL NOT SLOPE MORE THAN 1/4 INCH PER BE A READILY VISIBLE DURABLE SIGN ADJACENT TO THE DOORWAY FOOT. JOB NUMBER: 15-133 B. LOCATIONS OF SAFETY GLAZING: STATING, "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS 21 PER PLANS FIRE EXTINGUISHER&CABINET 5 LB,5A 108C,LARSEN,2720 SM,SOLID DOOR,ALUM.TRIM X OPENINGS WITH A VERTICAL EDGE WITHIN 24" OFA DOOR OPENING OCCUPIED." THE SIGN SHALL BE IN LETTERS NOT LESS THAN 1" HIGH H. SWING DOORS SHALL BE LOCATED 4" OFF ADJACENT PARTITIONS TO 22 1 ADA COMPLIANT HI-LOW DRINKING FOUNTAINwIBOTTLEELLEELKAY-EZSTLBWS(VR)K CHECKED: DYM/AAMC AND THE BOTTOM EDGE BELOW 60" A.F.F., AND; ON A CONTRASTING BACKGROUND. THE USE OF THE KEY-OPERATED ALLOW FOR DOOR TRIM, U.D.N. GENERAL NOTES: 1. REFERENCE ACCESSIBLE CODE SHEETS(AO SERIES)AND ELEVATIONS FOR CODE MOUNTING LOCATION INFORMATION FURNISH/INSTALL ABBREVIATIONS: DRAWN: DYM/RY/DA LOCKING DEVICE IS REVOCABLE BY THE BUILDING OFFICIAL FOR DUE 2. REFERENCE SHEETA2.0 FOR BACKING PLATE DETAILS AND INFORMATION FCIC CONTRACTOR FURNISHED&INSTALLED STATUS: BASEMENT ELIMINATION OPENINGS MEETING ALL OF THE FOLLOWING: CAUSE. I. ALL DOORS #N EGRESS PATH TO PROVIDE FREE EGRESS. 1. BOTTOM EDGE LESS THAN 18" FROM FLOOR. FOEC OWNER FURNISHED,CONTRACTOR INSTALLED 2. TOP EDGE GREATER THAN 36" ABOVE FLOOR. E. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE J. ALL DOOR HARDWARE SHALL BE ADA COMPLIANT. REMARKS: A. SET=1-36", 1-42",1-18"(VERT.) NIC NOT IN CONTRACT(TENANT FURN!SHED AND INSTALLED) 3. GLASS AREA GREATER THAN 9 SQUARE FEET. OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. B. PROVIDE P-LAM TO 54"A.F.F.FOR MIN.24"BEYOND EACH EDGE OF MOP SINK SCHEDULES 4. WALKING SURFACE WITHIN 36" OF THE GLASS UNIT. K. ALL DOOR CLOSERS SHALL BE LOCATED ON INTERIOR OF SPECIFIED C. PROVIDE ATALT OUTSIDE,GWB CORNERS.TYPICAL. F. BARRIER FREE ENTRANCE REQUIREMENTS: LANDINGS AT DOORS SHALL ROOM. OTHER LOCATIONS AS REQUIRED BY THE IBC, AS REQUIRED FOR BE NOT LESS THAN 60 INCHES IN WIDTH AND IN LENGTH ON THE STRENGTH, OR AS RECOMMENDED BY THE GLASS MFR. DOOR SWING SIDE. FLOOR AND/OR LANDING ADJACENT TO DOOR L. ALL FINISHES TO BE SATIN CHROME OR S.S.. REFER TO FLOOR PLAN SHALL BE NOT MORE THAN 1/2" INCH LOWER THAN THE THRESHOLD FOR RH OR LH SWING. A7 • 1 0 C. REFER TO PLANS FOR ADDITIONAL DOOR AND HARDWARE NOTES. OF THE DOORWAY. BACKER ROD & POLYURETHANE I SEALANT (BOTH FACES) 1 ' .. /g34.__ D .•' 2" X 2" CHAMFER S. �y �,e PRE-FORMED EXTRUDED �. ` 'lC . RUBBER GASKET �'y+ STEM WALL PER STRUCTURAL \ .r.�a Vii' ._._ / WITH SACK FINISH e�� A \ _ _ +25'4112"A.F.F. �1 ��; y� GRID I„ • I T.O. SILL FRAMING Y �'► ° itsi4 ♦ ♦ .♦♦ vt �♦ ♦ XX�C �� r • Redmond, WA , K ♦ ♦ > �� •�• 4 ♦ ♦ >i • . \ ` / 440 a a 4894 Q • D ��'� WALL TYPES PER PLAN � ' �) • - 11.- ..• .6 / XXXXX> j OF 0 OCXXX .•► X X>60< >CXXXk 7 \ C ° /fix • SASH BLOCK AS REQUIRED I I ( • p ° 4 A CERAMIC FIBER BLANKET TYPE -•ApC:” NT.O G 0 8Oul nCJ N O ' fAlit 4 ° Al* ‘7 a jA�M�'O ~O t z„C amu " 0 �, 473� U10-0 O aN G aO O ° E w 2 aN_0 o ,- n. P V " NomN NOTES: 1. MASONRY BLOCKS PER PLANS AND ; N =" ° 0 ` o ° ` ° o 6,a STRUCTURAL \ — — — Q C T a a3 a?-� +23' 8"A.F.F. c,i ��• c Na o m u ; vm•- o 2. REINFORCEMENT PER STRUCTURAL BACKER ROD & POLYURETHANE ° ° a ° ° ° d\ E T.O. 3RD FLOOR S.O.D. �� °4 rn 4..,° N o o"DE o a �, o 3. LOCATE CONTROL JOINTS PER PLANS SEALANT (BOTH SIDES) ° 4 / ` ° / ° 2 v o' ° .3-0 a cs to o a E GROUT KEY I �� 4 a ° ° ° ' N N a0 U >,�zN N C 0..+ vie* ° VARIES PER CIVIL o N - " °' ,..1E00 c" BOND BREAK (BLDG PAPER OR EQUAL) -9 BEAM PER STRUCTURAL 4r•►: ° I ! l=1 I=i 17=17-=--III=i i= — — N ;` y Q z-...--.. ° / HIGH-PERFORMANCE I; 4 a ��Iii��I�i� I ��i��—��i E' N Nr°EVa'�z' o r 4 ? 10 i.� r= V U O L C C C p N (/� /A ° C ,/ ♦� ♦�/1�♦♦ ♦.� • Al ♦�♦� STOREFRONT SILL RECEPTOR ,�9Y r-e`[-ex.ix .g, --. r., 22:080...:7:71286, r N 0 0 o v 2 0 0 ♦ > K > w/ WELDED SILL PAN, SLOPE I ' 4.*:ft*:.*:. a L °L ° >,f,-F,-,-,;2-5 X ► 7< , ARCH CLADDING L.��rMrtr_r o - uoL ° �y �_ � a » a '� >� • • '� . x` ► ).< < S SILL ANG TO FACE OF PER ELEVATIONS ° 1 :: .I,.1+ a,. , K • < E. > i . A► WATERPROOFING MEMBRANE PER v a a a z o N a E 2.2.8-8 ; �.r�,� • L . T WALL SECTION <)CXXXk 11! XXXXXXX>CX i'r' 4* > CX lir >:X X. _. �� +22' 3 112'A.F.F. ' 0'•''0'�' �• w o o T.O. SILL FRAMING I— 1 — B — VARIES PER—ELEVATIONS B.O. HEADER �,I=I0�. = P: ,i5 CO N c? 4 A a 'max 'C-=1*r N D TYPE .� • H cra o 00 .92 76 B GROUTS _ �� L?1"---"------11111101011#00ftW 4 .: 1.464.101.. v ..... ��t o C CMU CONTROL JOINT � 0 STOREFRONT AT LEASING OFFICEC LEASING OFFICE STEM WALL 0)1 E 0 SLAB PER / ARCH CLADDING „ 1" 01) < Q m �, o SCALE: 1 112 = 12-0" SECTIONS PER ELEVATIONS SCALE: 1 112 = 1 -0 SCALE: = 1 -0 \i C � � � L C COI — T.0. 5LAB ° ° __ VARIES- PER ELEVATIONS Llil 2 .a ,, A I - GRID ( _ --_ L� 1- + 15' 112"A.F.F. / -� I `^1- — T.O. SILL FRAMING m StorQuest. / 4 D / r - / i SELF STORAGE CMU HEADER / / ` i D LINER PANEL 1 \ HIGH-PERFORMANCE Lil / PER M.B.S. STOREFRONT SILL RECEPTOR j``OAw/ WELDED SILL PAN, SLOPE , ° • . • . ° SHIM SPACE / Ir 04/ - _ B . HEADER I SILL AWAY TO FACE OF 1 • ` ' • . . • / � ELEVATIONS .4 • . C-0 < USHIM W/ BACKER ROD IVARIES PER ELEVATIO CLADDING • a a ANDCONT. SEALANT � a � ,• fl LL METAL DRIP SET IN D PRE-FINISHED SEALANT HEAD FLASHING CONCRETE SLAB % SLAB NOT PRESENT O w/ CLOSURE & . • D • I PER STRUCTURAL ( j AT EXTERIOR PORTION 1 I // I HEMMED EDGE ROLL-UP DOOR J AT SIMILAR CONDITION (/1) LLI (SIMILAR 0 JAMB) / V J 0 x \ (WHERE OCCURS) ; EXTERIOR EXTERIOR INTERIOR Ll. Q / a / METAL DOOR AND PRE-FINISHED O W HEAD FLASHING : CMU HEADER PER O FRAME PER SCHED. 1" HEMMED EDGE ~ / STRUCTURAL. FULL WEATHER - - O � ,� � � (SIMILAR JAMB) r/� STRIPPING411011'.-T� I • V) 1 ��/ HEADER R.O. VARIES PER J'� Q L — +11' 11 112"A.F.F. M.B.S. V J LIILL co K AI V B.O. HEADER LU = cy Y-� ( CMU PIER (BEYOND) "'1 (9N ` I S J � = N. I '10 v z z " HOLLOW METAL DOOR HEAD 0 SCALE: 3" = 1 -0" EXTERIOR TYPICAL STOREFRONT HEAD & SILL SCALE: 1-1/2" = 1'-0" STOREFRONT AT LEASING OFFICE SCALE: 1 1/2" = 1'-0" 8 ROLL UP DOOR HEAD wl CMU LINTEL SCALE: 1 1/2" = 1 -0" u) W oWo < Q U) Z T 1- GRIDGRID �� _.. REVISIONS METAL DOOR PER N0. DATE BY SCHED. EXTERIOR 0 WEATHERSTRIP ° a ° ° ° a I 4 a ° ° ° 3 a p THRESHOLDQ . EXPANSION JOINT WITH = SELF-LEVELING GROUT. / _ 4 • � . i HSS COLUMN PER r_� A\ CONT. BITUMINOUS G 4 STRUCTURAL. ISSUE DATES WATERPROOFING . , 7 MEMBRANE 4 — LAND USE APPROVAL:2016-04-29 \ o A PERMIT SUBMITTAL: 2016-08-30 . — e ( 6" (R30) RIGID I PERMIT RECEIVED: _ FOAM INSULATION 4 D ' WITH STICK PINS AUTOMATIC I BID DOCS: s d D d TO SLAB ABOVE. SLIDING DOOR (1 CONSTR. DOCS: D D • ASSEMBLY PER U SCHED. AI 24"x36"SCALE: AS NOTED D v D l � PLOT DATE: 2016-08-29 L 4 D Q CAD FILE: 15-133_A81 44 ., JOB NUMBER: 15-133 p ° , BRAKE METAL CHECKED: PAMC TRIM DRAWN: DYMIpA =� (1 h U STATUS: ISSUE FOR PERMIT CMU WALL \ EXTERIOR DETAILS HOLLOW METAL DOOR THRESHOLD INSULATION AT EXT. ELEVATED SLABS HSS AT SLIDING DOORS 1 0 9 SCALE: 3" = 1'-0" O SCALE: 1-1/2" = 1'-0" SCALE: 1" = 1'-0" U SLOPE TO INSIDE GRID' GRID , MIN 12" , �� DAke ti 4 jai ELEVATION VARIES y � 24 GA., PRE-FINISHED STEEL edr A d IV T.O. PARAPET FRAMING COPING w/ 12" W. x 20 GA. DRAIN SIIIrIP �� DRAIN BASE ('� 1 1 ANCHOR CLIPS (BASIS OF DESIGN: BOUNDARY PAC-CLAD PAC-TITS TAPERED I REINFORCED / Redmond, WA , • r COPING SYSTEM) MEMBRANE �, WATERSTOP 1' -O" MIN. 4894 �Q ` 1111 Ill 4111*- d1 1 i�► 4 BENTONITE MEMBRANE SHE TEND EET , OF 0 • 3/4 GUTTER STRAP I �►� I I I UNDER 50G 1' -O" MIN / /( WALL WIDTH VARIES (C.C. FIELD VERIFY) �+ ` Tr MIN. 6" l �b'.� 1.111111011 -1•/ � ARCHITECTURAL METAL CLADDING ) 1 1 /,e4`'A,�� a WAP RSTOP ° Nov ° ° PER M.B.S. AT INTERIOR FACESOlriRI( 71 , 1 ( ) _ T�_ S °.a� a~ " N 1 ARCHITECTURAL METAL CLADDING41W- '~ii T •I D ° n ° E , ��`� ��' cn �� SEALANT AND X �y QTa N �y� END/RAKE WALL FLASHING PER -, PER ELEVATIONS AND M.B.S. 6"x6", HEAVY GAUGE, a - SEAM TAPE a p o r a o o.E C N a , M.B.S. PRE FINISHED METAL RAIN a Q> G� C LEADER BY METAL BUILDING - Q VAPOR BARRIER p a 3 0° ° ` n N aW ` ° B.O. PURLIN c PER TYPICAL WALL SECTION N ° L a °-!-..—(3.c c ROOFING PER PLAN & M.B.S. _ I SUPPLIER (M.B.S.); REFER TO — — — a o N C E °> p WATERSTOP PLANS AND ELEVATIONS FOR VARIES CUT SECTION OF REINFORCED MEMBRANE AS SHOWN - ?-115? ` ° " SEAM TAPE a "0U = E°o na g E r -� PARAPET FRAMING PER PLANS, LOCATIONS; TO CIVIL DRAWINGS AND POSITION INTO DRAIN SUMP. EXTEND MEMBRANE I12 OBACKFILLED WALLS .3)',3•,_ E 6 3v ay _▪ c o a 4WALL TYPE & M.B.S.; PROVIDE BATT FOR TIE-IN TO STORM DRAINAGE OUT OF DRAIN SUMP APPROXIMATELY 6" (ROUND I- `" ° v ae V >.NZ .- ,.�TI,�=I_/=I._ SYSTEM CORNERS). °� a a d �WA7ERSTOP (TYP) o fl `�xay.3 y o INSULATION (SAME AS WALL BELOW) c‘iw 1 L ° ° ° TO LEVEL/ELEVA11ON OF ADJACENT © � o ,y ° d a o ° m _ nvo yEo `m"om r - I '� L y QI �- C C C ° y N fn S L UI I ROOF INSULATION � �..--_. .� � � r N ° MIN. 1-1/2" WIDE HOT AIR T o= , e a � 8"x6", HEAVY GAUGE, ) -� FIELD WELD Q N ° N p p °'- •�p ° O O ° PRE-FINISHED METAL RAIN DRAIN MEMBRANE- BENTONITE SHEET v0 ,,, „. .,,„_ ,< c ..• ... . .. GUTTER PER M.B.S. / SUMP CUT TO LAY MEMBRANE BOUNDARY FLAT IN SUMP 4 4 4011°' - AREA � ImptipxWO I wQ � � l _441 I mm '(75 yam �►- ) I I I I I REFER TO ELEVATOR SHAFT SECTIONS AND STRUCTURAL DRAWINGS FOR If � �� PIT CONFIGURATION, DEPTH, ETC. DETAIL DEPICTS INTENT OF PIT CF cry g °= ° \-... -7k it ` �,�lir• r� /�; WATERPROOFING. litS U• vy c 67 DRAIN ��I~•+� E-� ' x C CLAMPING �'�/ zc„, _.,.., 2._ TYPICAL PARAPET AND COPING TYPICAL GUTTER & EAVE MIN.WIDEHOTAIR RING CONTINUOU .: -----•/ ELEVATOR PIT WATERPROOFING WI L S o E m 0 WELD FIELD • 4 �'= -vcL) v SCALE: 1 112" = 1'-0" SCALE: 1 112" = 1'-0" MEMBRANE SCALE: N.T.S. co o EXTEND ROOFING ONTO BUILT-UP SECTION MIco co N cp POSITIONED AT DRAIN SUMP AND CUT AS .Q co SHOWN TO LAY FLAT IN SUMP. HOT AIR co I— U WELD A MINIMUM OF 1-1/2" COMPLETELY ROOF MEMBRANE SURROUNDING AREA. ADHESIVE (CONT. BOND TO LEAD) 4 BASIS OF DESIGN: REFER TO SLOPE W/ TAPERED SINGLE-PLY ROOFING .� ` LEAD PAN PAC-CLAD PAC-TITS COPING 22 GA COPING CAP - MEMBRANE PER SPEC. Com' o _4/- BOND TO DRAIN) ■� Stor�Ueste PLASTIC ROOFING CEMENT (VONT. SELF S TO R AG E SYSTEM PITCHED TO INSIDE PER 1-1/2" MIN WIDE HOT AIR WELD ALONG _ ma DETAILS. COLOR PER ENTIRE MEMBRANE EDGE (TYP) vrrrarrl ELEVATIONS RIGID INSULATION & 1/4" 4111111111bI --STANDING SEAM ROOF (TYP.) SET DRAINS IN CONT. BED OF APPROVED PROTECTION BOARD (TYP)— W SEALANT (TYP) 5'-O" X 3'-O" ' SEAM JOINTS AT 10' O.C. MAX. 1" SINGLE-LOCK STANDING I SUMP PAN PER ROOFING MANUFACTURER'S SPECIFICATIONS ' 0 FILL JOINTS WITH SEALANT & �� EXTEND LEAD 18" EXTEND LEAD 18" < 0 CRIMP AWAY FROM WEATHER. ■ ' / BLOCKING 2" WATER D �' 4111. • 74474 �I ' f rY I AS REQ'D I OVERFLOW DRAIN �■ 1 S TY,) ROOF DRAIN • 5" 0 LL (3) STAINLESS STEEL RIVETS �� J. I 41,_, CONT. FLASHING COLLAR 1 i IN JOINT FILLED W/SEALANT RP /_T_ GUTTER SECTION (TYP) -, ■■ ,44011: a �-- V J ' rn P FINAL GUTTER PLACEMENT-1 o P. �/ ^^� I II} �l } 1 r_._ . f. ._ ' I ,rW �1/ I U. < SCUPPER/OVERFLOW - T • I1 T Et � DOWNSPOUT — 4" (MIN) kNSUI. -ROOF DECK PER STRUCTURAL —MASTIC OR APPROVED �■+�+ 0 / It. j, O'' COVER ® SUMP //� tij� SEALANT (TYP) O TO �',� 4! WATER REFLECTOR PAN/ DRAINS / �� 2'-o- ./ II, CO O/N-4,�. FULL INSULATION / THICKNESS © SUMP i PERIMETER V J >- DECK CLAMP (TYP) — ROUTE CAST IRON PIPE THRU ROOF AND EXTEND CAST IRON TO (/) I ' ` BAYONET JOINT CO HEMMED BELOW ROOF SOFFIT - HOLD TIGHT TO INSIDE OF EXTERIOR WALL W L.L 2 N DRIP ON BOTH SIDES DRAIN BOWL. INSTALL IN PER PLAN AND CONNECT TO STORM WATER SYSTEM J {9 ci STRICT ACCORDANCE W/ D _ OUTSIDE CORNER MFR'S REQUIREMENTS 0 W U Z COPING ISOMETRIC - TYPICAL SCUPPER BOX ISOMETRIC -- TYPICAL SCALE: N.T.S. ROOF DRAIN AND OVERFLOW w U W QCt 06 < ° 1.SCALE: N.T .S. SCALE: 1" = 1'-O" `-. › ^W o V J L N- 1.-- y \ T REVISIONS DOWNSPOUT PER PLANS & NO. DATE BY DETAIL ATTACHED TO WALL OR 11 7" 1 COLUMN PER M.B.S.. REFER TO ��I' '�' ELEVATIONS AND ROOF PLAN SECTION FOR LOCATIONS. + 4'-0" A.F.F. ISSUE DATES O 0 1/4" FORMED GALVANIZED STEEL LAND USE APPROVAL:2016-04-29 AT ALL DOWNSPOUT LOCATIONS. PERMIT SUBMITTAL: 2016-08-30 PAINT TO MATCH WALL AT LOCATIONS o OF POSSIBLE IMPACT/DAMAGE. PERMIT RECEIVED: BID DOCS: O o CONSTR. DOCS: RUBBER GASKET BETWEEN SQUARE METAL DOWNSPOUT I/ AND CLEAN-OUT, TYP. 24"x36"SCALE: AS NOTED (4-21--------4N1 PLOT DATE: 2016-08--29 ID )a CAD FILE: 15-133_A81 I �- JOB NUMBER: 15-133 El ,----- RAIN WATER LEADER / CLEAN-OUT TO STORM DRAIN, CHECKED: PAMC jAcik_O -0" s TYP. COORDINATE W/ MECHANICAL DRAWN: & CIVIL DYM/RYIJJIDA RN. GRADE LINE STATUS: ISSUE FOR PERMIT ELEVATION i EXTERIOR DETAILS 9 DOWNSPOUT PROTECTOR SCALE: N.T.S. A21 0 4 1 2'-1" )1- ,•' r--11" 0 , A � e „.....\ 1 _____-- • edd � s4 • 3'-0" < 'S- Redmond, WA 0 I��' y"� 4 I 1'-0" IUJiPI eI II I ' 0 I 1 4 . 06JO! !-'9H _ ` `ov0 or 1 1 , 1 ,, I um E- -.6 a'c `, ° 61 o 1 u ; a • y a aI oa --0 Cr..-' spHIn I— ' ;iI'' y yU8 2oOcc it Q _ C�' V s� Q. 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DOCS: 24"x36"SCALE: AS NOTED PLOT DATE: 2017-02-19 CAD FILE: 15-133_A83 JOB NUMBER: 15-133 CHECKED: RAMC DRAWN: DA STATUS: ISSUE FOR PERMIT ENLARGED CANOPY PLANS A8 . 31 COPING PER TYP. WALL '-'--.,.,,4 ,d r, COPING PER TYP. WALL li _, SECTION. 1 r � SECTION. ` I I , , i L 3 1 ,,, - „V-,,r� edr Ad Redmond, WA 4894 6 OF 00 _ •. _,./ \,___,- -- - . U " aui 6^c Ccu OCav a . I\ - U) C E OOL-C IC, J OU-5,6, c1, 0- U .N II O'CANLERED LOURED ARAPET FRAMING PER PARAPET FRAMING PE + CANLERED LOURED U o CANOPY PER DETAELS. p + .B.S. M.B.S. CANOPY PER DETAILS. N °Y . as oC .,—w . _ _ _. _ r TD V v 0 l] c ,O 6) 0- 0 oO'-� E r.,.. C -00z E °— 3-oQ a_EC a -c 2 O C C C C — °.. 0 U 4 cn - ..._._____._ __._.. _ _._. ... .. .. ... .. .. ...... __.._..._ I— ci- O ° n O 7 >._ 0 L C O 'I>:c•5 N E O aLj -- a °�O m N N-� 0 0.. O — 0 mo •• 2� ` ° ,,0--ooo- Cm _ 0°° .C ,,, ° o - LO t C C ,.,0 ) m In C N OUCir)NO C-0 L0 ,•E ` y . . 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DATE BY A J A 12-28-16 PER ARCH. • , A 12-30-16 CITY COMMENTS 1 L L . , , ‘ . . . ., 4 2. 4 02-19-17 VE REVISIONS I ':7j1 . /� -,----+i VENTILATED PANEL ON t' I I � EM 11 11 1111 i g,_,;1� SUSPENDED RUNNERS — - nngnnn�nf n�nnn• imanno �� _ I � -V i 1r I _ I r_ .1 _ 6 ISSUE DATES r 2 1/2" x 18 GA INFILL'Z � .. ---w-�- - LAND USE APPROVAL:2016 04-29 STUDS AT 16" 0/C. - �, .. _ PERMIT SUBMITTAL: 2016-08-30 12.11-.,=7",'7-77-L PERMIT RECEIVED: L - ._,:, ..„ . :. . , BID DOCS: CONSTR. DOCS: 24"x36"SCALE: AS NOTED PLOT DATE: 2017-02-19 - - - - — CAD FILE: - 15-133 A83 JOB NUMBER: 15-133 CHECKED: PAMC y, DRAWN: DA STATUS: ISSUE FOR PERMIT CANOPY DETAILS 9 CANOPY SECTION AT COVERED LOADING AREA CANOPY SECTION AT ELEVATOR LOBBY AND LEASING OFFICE SCALE: 1" = 1-0" O SCALE: 1" = 1-0" c.,..,( 1)11/ %. r7 Ø44 GRID • . a.N. Redmond, WA '�, • GRID 4894 p L �`. SIM. COND. CS +39'D"A.F.F.Abh. B.O. CANOPY _ - OF O9- _+38' 0"A.F.F. , 1 1 1 il_ T - . 1-1 . -.0. BLADE FRAMING f HIGH TEMPERATURE S.A.M. _c ° E c, owe..o.c 1 �—24GA STANDING SEAM a Dow E'a N o,a • N r. 1h•_ 1. _Dow O O >Nm:zC to O - C ROOFING & FASCIA TRIM. N a " N -° °'"- U.,...-"D L"._ V W 2 a O m... 1111111111111,$+1 J ` ` , ` -7�N _ 1 = 6 a 0 O s_?. O O 5 C a 0 CONTINUOUS 20 GA CLEAT. N a # y 0, >-V n a6 o c N n c 'DoO ~O C C c 0 — — E� LAP S.A.M. OVER WRB - a -'''-'T)`'' o ° ` a y o a a y o p w y , . ., c, O � g O . - . . . ... - . I 4 MINIMUM. U ° o ° `` '- °"��' °' ` Oho oma = O -0 W = E �,°o m O-a�— c— .��IL ,a, • �' 5/8" GYPSUM SHEATHING. -c 2 o c o c•c v* o a � \dr Q :lir J Q Q � ; � ~ a0 OCL �ZO LOi WY 1 U N_ N O L N O 6. ON >L -_-E.--0 E O X-U 3" = vC0 __ ____ - -- LI 3.625 CROSS FRAMING. ® �" w v o _ a o 43 CLADDING PER DETAILS. .c v i o o ---5-.0 0 o = o oo _ rn« aa. w o o �r N: ____J 1,,,, • A\ ..1 w 0 QQ4+=.Z o ai 2.- E aaU o o. SLOPE@ %_ 1:::: a � FE � Q ® / > cølhUii1 --.- — N V O N a IL II+ -i+ - i O X 2 c ,i WIU i \r 0 TOPx CA o CI E c o 11— GRID U.O.N. L 00 0 P. 's.s Cia 1 co co , 1 ., M N o oD R— v 1L . I I ++ t I 1Li r.... ; Ns f Ns Jr' \ 1 ,.i StorQuest, oIL SELF STORAGE +23'8"A.F.F. ALI, 4c# ° • • - ' ' •• ' • . " T.O. 3RD FLOOR S.O.D. b Ill 1 d _ 4, q 4 F a Q II 4 0 J 6 d d d .Q 44 Q d • TL Ik , d d 4 c c d d c a a d 44 d A 15 4 d P. FLOOR SLAB BEYOND ., O u_ r. c) 1 AEP SPAN PRESTIGE PANEL (PS-12) W _ 3 E'~ •LAP S.A.M. OVER0 r - _ FLASHING ti IL Q LJ • WRB (It! I< A TOP I•� W AEP SPAN FLASHING in ^ O / �J J F PS-12 VENTED SOFFIT PANEL,z fi rn F (-'''1- _, >— 2 CO _ D BASE D _ ( FF LI CI 0 (/) ) O - — +13'4"A.F.F. BLADE STRUCTURE — SECTION CC EL Q Ce T.O. 2ND FLOOR S.O.D. •• i • o +12'6"A.F.F. \ 5 O ! I•. SCALE 3" = 1'-0" O O I B.O. BLADE FRAMING � L W , CC CC '1 1 01 U' 1i''. : - " V) Z A- 3 5 TEE 0 16' 0/C. STUDS PER GRID — — — — STR T J►AL, PROVIDE FRAMING CUPS TO +�UTZ�GGE Z PLATES AS REQUIRED. REVISIONS r NO. DATE BY VARIES - SEE A 12-28-16 PER ARCH. '— ELEVATION & SECTIONS A 12-30-16 CITY COMMENTS C„ I rA 02-19-17 VE REVISIONS ] z I+ — I i 1; I A i a R .•. Ci 471E11 N .: i o ' Ch 1 ISSUE DATES . FACE OF HSS LAND USE APPROVAL:2016-04-29 .....0,. 1f " o PERMIT SUBMITTAL: 2016-08-30 • a ,i__..—_____L., 0 Q PERMIT RECEIVED: GRID f1 '� a 4 ^ f 1 �-I BL DOCS: CANOPY 'TE R►#0 (BY OTHERS) TO o ,- _ — PLATE PHS STPUCIURAL. o CONSTR. DOCS: e LFACE OF HS. E j- J o ° 4 �- �� - ° ' �_1 It \0 24"x36"SCALE: AS NOTED L HSS & BLADES PER o \- PLOT DATE: 2017-02-19 I + r J STRUCTURAL. I 1`3 625" STUDS AT 16" 0/C PER CAD FILE: 15-133_A83 2r STRUCTURAL W/FRAMING CLIPS PER °a ° 3.D BASE PLATE PER 7 STRUCTURAL & TO STEEL BLADE JOB NUMBER: 15-133 • ' 4 e STRUCTURAL. SUPPORTS. CHECKED: PAMC ° STUDS PER WALL PLANS. " : 4'4 ..�..s 5/8 GYPSUM SHEATHING DRAWN: DA 0' 0"A.F.F. 5 1 2" ,J STATUS: ISSUE FOR PERMIT -- --- r T.O. 1ST FLOOR HIGH SLAB Y a LINER PANEL PER M.B.S. 20 GA AEP SPAN PS-12 PANEL WITH 112(. ,_ _ _,:,�_ STANDARD 4" CORNER TRIM. BASE CANOPY DETAILS `""�` CLADDING PER ELEVATIONS. BLADE SECTION BLADE FRAMING DETAILS BLADE STRUCTURE — PLAN 0 Cip. . SCALE: 1/2" = 1'-0" SCALE: 1 112" = 1'-0" SCALE: 1 112" = 1'-0" A8 c 9 5/16 I 6" 1 7 5 8 CMII •••• C..(1 ?GRID 6"STEEL STUD, 1' I 1" THERMAX C.I. POLYISO INSULATION / " ,?� -r edr A C7 RE: KIWI DWGS. _ irt_�■ SHEATING ,Uti� LINEAR PANEL h„ � • .% = Redmond, WA , EDGE TRIM MBCI "PBU" PANEL, VERTICAL V ., ~� ►M 4894 �Q LINEAR PANEL ORIENTATION BOMD BEAM LINTFI +�.r�;� �.��y =t _ RE: STRUCT. :X.° ,$•. OF O�� EDGE TRIM I • ••.. ••;• • BACKER ROD 7/8 " METAL FURRING CHANNEL •+.••9++ •.♦♦ BACKER ROD & +•••••+••••• SEALANT '�1• I SEALANT \ BACKER ROD U V1 4, ° U„j�.1C C VI V, Vl`� V, �. - PERFORMED CLOSURE STRIP TO MATCH & SEALANT y y- Q o 5,)v'.r y y y �� SHIM & ANCHOR, HOLLOW METAL DOOR a Tw U C °- 1 4 '/ HOLLOW METAL METAL PANEL PROFILE / ANCHOR AS REQUIRED ..+ 0., 0 Y CO N —,my ° C C .92 Lu DOOR FRAME SCHEDULE FOR HEAD i FRAME- RE: HOLLOW o a -' T o L o o N c N ° SEALANT & BACKER METAL DOOR . ya Q ° E U:� V N E Q N— V 41 4' 8 0.+ a, HEAD DIM. o Lam=' � r 0Nco Aik-- —r....„_- Q CLF ° c F3 r C ROD BY INSTALLER HEAD Q o` 2 2 # c PREFINISHED MBCI HEAD TRIM, COLOR FRAME 0 o m 6"STEEL STUD, TO MATCH ADJACENT PANEL °.- o a a „ Q ° RE: KIWI DW I I O E m . .0 E.1.3F, 04,-,.7; -.50,F.. riT BACKER ROD & SEALANT _iI, - cr) q o E ndoV. '■ 1" THERMAX C.I. POLYISO`. LINI R PANFI ��. 7 5/8" CMII a: a " ' E >.�°•c t, a EivQE � , I / 4 d .1 a AS OCCURS ,$'. •:< . I- 0. p L C VI °j N.�.. T.- 7 :: INSULATION SHEATHING 1 '•♦�- • .. . 4.E- E s . o m = d 7/8 "METAL .x•74 ♦ 0 4'y.2 ", E c Xd• -- 7 `-„;F:, " d $ FURRING w �A.Y•+ i:. •, _ • y o _., O y 0 o fit" .• MBCI to PANEL VERTICAL " � � .. ... ' ® N N "° o a�� ° °° o a da CHANNEL ,445111 ORIENTATION tin ° °t...2,L °y o V N ` rut n V O " N V_ -.4"11116. 4 a A ,yR■■: • Y. ♦ o p'U 2,.!20-b L v��, u, °r O GU o LINEAR PANEL �" ' • ` o_ o � of �.� ` • • • Q. . o a, a d EDGE TRIM ,' ;, BACKER ROD & ••� ••• ►, .. 4 ►•. ,� SEALANT ; BACKER ROD ' d N c7 E U °Q BACKER ROD & � !ee 7 & SEALANT SEALANT co1 0 0 o a 1 I HOLLOW C �, HOLLOW METAL PREFINISHED MBCI HEAD TRIM, MASONRY JAMB METAL DOOR c5 = co 0 v DOOR FRAME I COLOR TO MATCH ADJACENT ANCHOR PER FRAME FRAME JAMB PANEL MRF'S SPECS. if V V �'" E2 ° EXTERIOR WALL w/ VERTICAL METAL SIDING CMU WALL JAMB w a - 2 Q BACKER ROD & SEALANT H X o IDTYPICAL STOREFRONT SILL DETAIL HEAD &JAMB DETAILS HEAD & JAMB DETAILS WI a Fyri 11,1) SCALE: 3" = 1'-0" AT VERTICAL METAL PANEL SCALE: 1 1/2" = 1'-0" AT CMU WALL SCALE: 1 1/2" = 1-0" <0 Leo)CI) Q --F-, CO CU I CO y � N s c') 2 C o 2 I-'- U _p StorQuest SELF STORAGE W . SEALANT & BACKER CD —I ROD BY INSTALLER ►.�� _ .��. GR II)- GRID ID < 0 fY < j O V 4 `. G • � � ►iiiiii� 0) 0 ` 4 4 . . ilii 'iii ,iLi. < CN 7/8" METAL FURRING ii� 4 CHANNEL J ii ii r , , 1/4j:/' / / 2 \ W PERFORMED CLOSURE ° • iii V J 0 Q 0 STRIP TO MATCH METAL hiliiiililll ROUGH OPENING PANEL PROFILE �ii�i�1 ,�i�i�i� CMU _..1.,,, ll `��i�i�i�i4i�i� BOND BEAM, RE: I �n STRUCT. .+I REFINISHED MBCI HEAD lili.lilliiii TRIM, COLOR TO MATCH ODW = N PANEL J t_7 N E . ' 2 rn BACKER ROD& SEALANT �� SHIM ®ANCHOR a (,)W U Z i� ANCHOR AS REQUIRED i,_ O TYPICAL43 STOREFRONT JAMB W REFINISHED MTL DRIP Q 0' d EDGE-COLOR TO MATCH O DETAIL AT CMU SCALE: 3" = 1 -0 ADJ. PANEL 0 W co (9 SEALANT & BACKER ROD 1h1 r� — T BY INSTALLER V J Z N H -di— J REVISIONS � WD 5 NO. DATE BY N wL PREFINISHED MBCI JAMB TRIM, I � Q COLOR TO MATCH Al : ►T PANEL ,3 MBC! "PBU" ■i6 ■•RIZON 'L ORIENTATION L5 1" THERMAX C I POLYISO SEALANT & i /4\ BACKER ROD BY SULATION SHE' ING INST�LL�R ISSUE DATES LAND USE APPROVAL:2016-04-29 I -lilt 1 1 INTL. CELULOSE -•�1�*e� W��: 1::�'*"• �& - - GRID SET THRESHOLD IN A Q 11".•4•114::'* “i'°V*�*:••'�—;;;*��'�* J BED OF SFAI ANT PERMIT SUBMITTAL: 2016-08-30 CORP URE-K ►* *i*I�''. ►**i**”►O*i*i*i* i* A PERMIT RECEIVED: THERMAL BARRIER rruir c, \ BID DOCS:SYSTEM, MIN 1I I I / 1�� _ _ VARIES AL1/4" THICKNESS. " T ,' „ �~ °a T.O. SLAB CONSTR. DOCS: 6 ■I 4 a a a a R-19 BATTbro7 RE:1r .I �' ■1 4 ', ,, ° a INSULATION ` ii a d a Q 24"x36"SCALE: AS NOTED rs. a a �� PLOT DATE: 2016-08-29 e /A/42: / 4a ' CAD FILE: 15-133_A84 LINER PANFI JOB NUMBER: 15-133 CHECKED: PAMC LINER PANEL EDGE t )) TRIM ROUGH OPENING DYM STATUS: ISSUE FOR PERMIT EXTERIOR DETAILS TYPICAL STOREFRONT JAMB 8 AUTOMATIC DOOR SECTION 9 A8 . 40 DETAIL AT HORIZ. PANEL SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" AIR BARRIER SYSTEM GENERAL NOTES ig,D Ake. PART 1 - GENERAL �Gj 4a, 1.01 RELATED DOCUMENTS ujC.. edr7j1.4s4-1A. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND OTHER DIVISION-1 SPECIFICATION SECTIONS, APPLY TO ALL SECTIONS OF THIS SPECIFICATION. � 9 9„ i!J Red onnd, WA 1.02 DESCRIPTION SEAL ALL PAN JOINTS -� 18 �` NOTE: A. THIS SECTION INCLUDES ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR ACCOMPLISHING AN AIRTIGHT BUILDING ENCLOSURE INSTALL PRE-FORMED AND NAIL HOLES WITH � PROTECT WALL ASSEMBLYoFO��:::: AND APARTMENT DEMISING WALLS WHICH CONTROL INFILTRATION OR EXFILTRAITON OF ATR ACROSS THE EXTERIOR ENVELOPE CORNERS AT HEAP; \ �� SAME SEALANT TO SET „\ \ \ �. 9. FROM MOISTURE (FOUNDATION, WALLS, AND CEILING/ROOF) AND THE TRANSFER OF AIR BETWEEN ATTACHED UNITS. - EXTEND ONTO SHEATHING \ WINDOW IN PAN. �.�� \_ -,„. �' S" & INTO R.O. ��\`� ., �\ I� 91. THE AIRTIGHT COMPONENTS OF THE BUILDING ENCLOSURE, INCLUDING THE JOINTS, JUNCTURES AND TRANSITIONS BETWEEN \ 18" KMATERIALS, PRODUCTS, AND ASSEMBLIES FORMING THE AIR-TIGHTNESS OF THE BUILDING ENCLOSURE ARE CALLED 'THE AIR BARRIER 18" N N ° - _ = NvSYSTEM." SERVICES INCLUDE COORDINATION BETWEEN THE TRADES, THE PROPER SCHEDULING AND SEQUENCING OF THE WORK, INSTALL MEMBRANE @ JAMBS; '' y' a °.''�" 0- y 41 DON : E O a,O 0rPRE-CONSTRUCTION MEETINGS, INSPECTIONS, TESTS, AND RELATED ACTIONS, INCLUDING REPORTS PERFORMED BY CONTRACTOR, BY \ EXTEND ONTO SHEATHING 9 & \ EXTERIOR WALL ASSEMBLY -\ QTo "�y N yINDEPENDENT AGENCIES, AND BY GOVERNING AUTHORITIES. THEY DO NOT INCLUDE CONTRACT ENFORCEMENT ACTIVITIES PERFORMED ' 9 If �� INTO R.O. �.\� \ � \� PER PLAN \� o ° v oma p a0BY ARCHITECT. ymE� ,jT�YVNNN ° N• 9 � o � - N a noc2. THE CONTRACTOR SHALL ENSURE THAT TH£ INTENT OF CONSTRUCTING THE BUILDING ENCLOSURE WITH A CONTINUOUS AIR �� X Q �c a �� a ` � cQ' ---INSTALL WINDOW SILL PAN NBARRIER SYSTEM TO CONTROL AIR LEAKAGE INTO OR OUT OF THE CONDITIONED SPACE IS ACHIEVED. THE AIR BARRIER SYSTEM ACCORDING 70 MANUF. & ' 9" 9" o 7 �yTOE BEAD OF BUTYL SHALL HAVE THE FOLLOWING CHARACTERISTICS: SMACNA REQUIREMENTS SEALANT g_ SINGLE-SIDED MSN :0 ' ° °' ',°�° ( ° "o. IT MUST BE CONTINUOUS, WITH ALL JOINTS SEALED, w/ END DAMS EXTENDINGBUTYL TAPE N F ° 3aana�j'I b. IT MUST BE STRUCTURALLY SUPPORTED TO WITHSTAND POSITIVE AND NEGATIVE AIR PRESSURES APPLIED TO THEA VERTICALLY 3" MIN _� ~ a N °o oti `•- SEAL SILL PAN / o/ CORNER PIECE- N a vCNz NBUILDING ENCLOSURE. \ : ` FLASHING TO ,.( T % & SILL MEMBRANE Q E ° aJ iy = o c. CONNECTION SHALL BE MADE BETWEEN: ` LAP JAMB MEMBRANE OVER E 411'` I ,- MEMBRANE AT SILL 78„ I �- © o QJ :4 o g N:o a ° Co (1) FOUNDATION AND WALLS. I� DAMS �� I' y w/ (3) BEADS OF tii/r/ 1 ATTACH W/ STAPLES °' 'o O P 6 w n N (2) WALLS AND WINDOWS OR DOORS. GUN GRADE BUTYL (3) DIFFERENT WALL SYSTEMS. - o _ ` ,_°.p ° ` v °y N ° D ` o a SEALANT r:;a; o o' c o ,� (4) WALLFE AND ROOF. a�y� a_c° �� o INSTALL MEMBRANE ® SILL «L N ° °L ° �° ° (._ ° 0 ¢¢a�Z O N �' 3¢ E c.a.() ❑ a (5) WALL AND ROOF OVER UNCONDITIONED SPACE. INSTALL PRE-FORMED CORNERS @ DO NOT ATTACH LOWER EDGE @ • (6) WALLS, FLOOR AND ROOF ACROSS CONSTRUCTION, CONTROL AND EXPANSION JOINTS. SILL & ATTACH W/STAPLESS THIS STEP o o cQ U (7) WALLS, FLOORS AND ROOF TO UTILITY, PIPE AND DUCT PENETRATIONS. CLij °cv° g 3. AIR BARRIER PENETRATIONS: ALL PENETRATIONS OF THE AIR BARRIER AND PATHS OF AIR INFILTRATION/EXFILTRATION SHALL STEP: 6 STEP: 5 STEP: 4 STEP: 3 STEP: 2 STEP: 1 4, BE MADE AIR-TIGHT. E--4 Un o co°O B. INSPECTION AND TESTING SERVICES ARE REQUIRED TO VERIFY COMPLIANCE WITH REQUIREMENTS SPECIFIED OR INDICATED. THESE U 5E' tcs -E, CU0 WIT SERVICES DO NOT RELIEVE CONTRACTOR OF RESPONSIBILITY FOR COMPLIANCE H CONTRACT DOCUMENT REQUIREMENTS. FULLY SOLDERED OR BENT END-DAMS - . W a C. REQUIREMENTS OF THIS SECTION RELATE TO THE COORDINATION BETWEEN SUBCONTRACTORS REQUIRED TO PROVIDE AN AIRTIGHT WRB TO LAP OVER -N - \. 00' SLOPE �� o � ay - o BUILDING ENCLOSURE. INSTALL 4" WIDE SINGLE-SIDED `- ��`�6„ � z v,v HEAD FLASHING & ��:- ! 1 4" MIN x ca C 1. CONTINUITY OF THE AIR BARRIER MATERIALS AND PRODUCTS WITH JOINTS TO PROVIDE ASSEMBLIES. CONTINUITY OF ALL THE �/ BUTYL TAPE OVER VERT. LEG OF �� ` / / \. / o BUTYL TAPE HEAD DEPTH INSTALL MEMBRANE ® 0)1 U o Q E • HEAD FLASHING 1' o ENCLOSURE ASSEMBLIES WITH JOINTS AND TRANSITION MATERIALS TO PROVIDE A WHOLE BUILDING AIR BARRIER SYSTEM. HEAD; FOLD INTO ROUGH -� 2. SPECIFIC QUALITY-CONTROL REQUIREMENTS FOR INDIVIDUAL CONSTRUCTION ACTIVITIES ARE SPECIFIED IN THE SECTIONS OF INSTALL WRB PER \ 1/4k 1/4 INSTALL WINDOW PER OPENING Sc ATTACH TO C DETAIL ` MANUF. REQUIREMENTS INTERIOR FRAMING a5 0 THE SPECIFICATIONS. REQUIREMENTS IN THOSE SECTIONS MAY ALSO COVER PRODUCTION OF STANDARD PRODUCTS. IT IS THE \ 414i6 i coCONTRACTOR'S RESPONSIBILITY TO ENSURE THAT EACH SUBCONTRACTOR IS ADEQUATELY AND SATISFACTORILY PERFORMING EXTEND WRB TO EDGE OF \ �,- \ ,= \ , _ c"INSTALL METAL HEAD FLASHING; ` ROUGH OPENING \i (111311 cr) THE QUALITY ASSURANCE DOCUMENTATION, TESTS AND PROCEDURES REQUIRED BY EACH SECTION. R.O. @ JAMBS & SEAL . SET FLASHING IN CONT. BEADS OF FRAMING 3. SPECIFIED INSPECTIONS, TESTS, AND RELATED ACTIONS DO NOT LIMIT CONTRACTOR'S QUALITY CONTROL PROCEDURES WITH BUTYL TAPE \\ SEALANT ® VERTICAL & --INSTALL NON-EXPANDING oo 1- THAT FACILITATE COMPLIANCE WITH CONTRACT DOCUMENT REQUIREMENTS. HORIZONTAL LEGS; SECURE AT TOP NON-EXP. FOAM OR - _ INT. BACKER ROD FOAM OR FOAM TAPE AT 4. REQUIREMENTS FOR CONTRACTOR TO PROVIDE AN AIRTIGHT BUILDING ENCLOSURE IS NOT LIMITED BY QUALITY-CONTROL OF 6" VERTICAL LEG TAPE & SEALANT \ WINDOW JAMBS, HEAD & _ - SERVICES REQUIRED BY ARCHITECT, OWNER, OR AUTHORITIES HAVING JURISDICTION AND ARE NOT LIMITED BY PROVISIONS @ 8" o.c. /� SILL AFTER WINDOW OF THIS SECTION. \ \ 1 \ INSTALLATION Zt!!llfEXT. BACKER ROD I ` CA StorQuest. 1.03 RESPONSIBILITIES ii "U BIB" (SEE BELOW) & SEALANT ` / ` ` �J SELF STORAGE A. CONTRACTOR RESPONSIBILITIES: THE CONTRACTOR SHALL PROVIDE COORDINATION OF THE TRADES, AND THE SEQUENCE OF FORMED FROM WRBI �L SHIM WINDOWS PER NOTE: CONSTRUCTION TO ENSURE CONTINUITY OF THE AIR BARRIER SYSTEM JOINTS, JUNCTURES AND TRANSITIONS BETWEEN MATERIALS SLIP UNDER MEMBRANE i WINDOW FRAME MANUFACTURERS WHERE ATTACHMENT TO AND ASSEMBLIES OF MATERIALS AND PRODUCTS, FROM SUBSTRUCTURE TO WALLS TO ROOF. PROVIDE QUALITY ASSURANCE @ SILL & ATTACH \ \ RECOMMENDATIONS STEEL STUDS, USE SPRAY • PROCEDURES, TESTING AND VERIFICATION AS SPECIFIED HEREIN. FACILITATE INSPECTIONS, TESTS, AND OTHER QUALITY-CONTROL VARIES I ADHESIVE TO BOND. 0 11 -I SERVICES SPECIFIED ELSEWHERE IN THE CONTRACT DOCUMENTS AND REQUIRED BY AUTHORITIES HAVING JURISDICTION OR BY THE 1 14 3/4" �•J OWNER. COSTS FOR THESE SERVICES ARE INCLUDED IN THE CONTRACT SUM. < r , 1. ORGANIZE PRE-CONSTRUCTION MEETINGS BETWEEN THE TRADES INVOLVED IN THE AIR BARRIER SYSTEM TO DISCUSS WHERE �J EACH TRADE BEGINS AND ENDS AND THE RESPONSIBILITY AND SEQUENCE OF INSTALLATION OF ALL THE AIR-TIGHT JOINTS, STEP: 11 18" STEP: 10 STEP: 9 STEP: 8 STEP: 7 Q JUNCTURES, AND TRANSITIONS BETWEEN MATERIALS, PRODUCTS AND ASSEMBLIES OF PRODUCTS SPECIFIED IN THE DIFFERENT A H.M.C. & MAN DOOR WRAP (SIM) 0 SECTIONS, TO BE INSTALLED BY THE DIFFERENT TRADES. Li. SILL PAN NOTES: 1.04 APPLICABLE CODES 1. ALL PANS AT MASONRY TO BE 307 STAINLESS STEEL, 24 GA GALV. OR �n A. PROVISIONS OF THE 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE (OEESC) APPLY. PRE-FINISHED. V J IT IS INTENDED THAT SECTION 502.4.1.2.1 OF THE 2014 OEESC "MATERIALS" AND BUILDING COMPONENTS UTILIZED IN THIS 2. RESIDENTIAL WINDOW WALL SYSTEMS TO HAVE ALUMINUM PANS & VERIFY �'' VERIFY V FLASHINGS PER DETAILS TO MATCH WINDOW FRAME COLORS. -2/-' PROJECT WILL PROVIDE FOR AIR BARRIER COMPLIANCE FOR THIS BUILDING AND THAT AIR BARRIER TESTING WILL NOT BE 3. SEAL OR SOLDER JOINTS AT END- & BACK DAMS TO FORM Ao o o o L° REQUIRED. SHOULD AIR BARRIER TESTING BE REQUIRED REFER TO SECTION 1.01 BELOW. THE G.C. SHALL CAREFULLY REVIEW WATERTIGHT PAN ASSEMBLY. SEAL BACK TO END DAM TRANSITIONS. THE 'MATERIALS' REQUIREMENTS OF OEESC SECTION 502.4.1.2.1 AND COORDINATE WITH ALL SUPPLIERS AND SUBCONTRACTORS 4. COORDINATE BACK DAM HEIGHT WITH THRESHOLD AND/OR INTERIOR / N -1 ri TO ENSURE COMPLIANCE AS WELL AS ENSURE INSTALLATION AND SEALING OF THE AIR BARRIER, ALL JOINTS AND SEAMS, FINISHES PER ARCH. PLANS. W ETC. IN ACCORDANCE WITH MANUFACTURERS' INSTRUCTIONS. 5. PROVIDE HEMMED EDGE AT ALL EXPOSED EDGES. rn O 6. PROVIDE WEEPS IN THE SEALANT JOINT AT SILL AT EACH END AND z z V J EVERY 24" o.c. m PART 2 - PRODUCTS (NOT APPLICABLE) WRAP & WRB NOTE: j VERIFY 1 VERIFY / 1. FASTEN WINDOW DOOR WRAP & WRB PER WP DETAILS PROVIDED HEREIN � V J I. >" WITH STAINLESS STEEL STAPLES w/ 7/16" CROWNS. CO PART 3 - EXECUTION 1 Q 2. WHERE STEEL STUD FRAMING OCCURS, USE APPROVED ADHESIVE TO W IL = N 1.01 TESTING AND INSPECTION PROPERLY ATTACH WINDOW/DOOR WRAP THERETO. J C) N A. SHOULD THE TESTING OPTION BE PURSUED THE OWNER SHALL RETAIN AN INDEPENDENT TESTING AGENCY TO PERFORM 3. WHERE CONCRETE SURFACES OCCUR, USE VAPROSHIELD S.A.M. B SILL PAN FLASHING 0SILL PAN @ DOOR - FLUSH INSTALL D _ tr' BLOWER-DOOR (AIR-LEAKAGE) TESTING IN ACCORDANCE WITH SECTION 502.4.1.2.3 OF THE 2014 OEESC, MEMBRANE FOR WINDOW/DOOR WRAPS AND WRB. 0W U_ Z 1. COMPLIANCE OF THE CONTINUOUS AIR BARRIER FOR THE BUILDING ENVELOPE SHALL BE DEMONSTRATED BY TESTING THE V J u_ O0 COMPLETED BUILDING AND DEMONSTRATING THAT THE UPPER 95% CONFIDENCE INTERVAL FOR THE AIR LEAKAGE RATE OF THE �+, Q W BUILDING ENVELOPE DOES NOT EXCEED 0.40 cfm/ft2 AT A PRESSURE DIFFERENTIAL OF 0.3-INCH w.g. (1.57 psf) AS SPECIFIED NON-FLANGED WINDOW & STOREFRONT WRAP - AT FRAMING CC < o BELOW: 8 5 a. WHOLE BUILDING TESTING SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ASTM E-779 OR APPROVED SIMILAR TEST. SCALE: N.T.S. O TESTS SHALL BE ACCOMPLISHED USING EITHER (1) BOTH PRESSURIZATION AND DEPRESSURIZATION OR (2) PRESSURIZATION ALONE, H W BUT NOT DEPRESSURIZATION ALONE. THE BUILDING SHALL NOT BE TESTED UNLESS IT IS VERIFIED THAT THE CONTINUOUS AIR v) Z co 0 cit - BARRIER IS IN PLACE AND INSTALLED WITHOUT FAILURES IN ACCORDANCE WITH INSTALLATION INSTRUCTIONS SO THAT REPAIRS TO WRB NOTES: �+ `'- THE CONTINUOUS AIR BARRIER, IF NEEDED TO COMPLY WITH THE REQUIRED AIR LEAKAGE RATE, CAN BE DONE INA TIMELY MANNER. WEATHER RESISTIVE BARRIER 1. INSIDE- & OUTSIDE-WRAP; APPLY ONE LAYER OF 36"-WIDE BREATHABLE MEMBRANE FROM THE SAME MANUFACTURER AS THE WRB INSTALL PER VAPROSHIELD PRIOR TO INSTALLATION OF FIELD WRB. B. QUALITATIVE TESTING AND INSPECTION: 2. INSTALL WEATHER RESISTIVE BARRIER IN WEATHERBOARD FASHION STARTING FROM THE BOTTOM OF THE WALL. ENSURE THAT THE REVISIONS a. PERIODIC REPORTS OF OBSERVATIONS, WITH COPIES TO THE OWNER, CONTRACTOR AND ARCHITECT. REQUIREMENTS FOR AIR-BARRIER - b. CONTINUITY OF THE AIR BARRIER SYSTEM THROUGHOUT THE BUILDING ENCLOSURE WITH NO GAPS, HOLES. EDGES OF THE LAYERS OF WRB ARE STAGGERED AT LEAST 6". NO. DATE BY AT TOP PLATE SEAL WRB 3. TAPE ALL JOINTS OF WRB WITH 3" WIDE BUTYL TAPE AS APPROVED TO CREATE A COMPLETE AIR-BARRIER SYSTEM. c. STRUCTURAL SUPPORT OF THE AIR BARRIER SYSTEM TO WITHSTAND DESIGN AIR PRESSURES. TO THE FRAMING 4. WHERE CONCRETE SURFACES OCCUR, INSTALL VAPROSHIELD S.A.M. THROUGHOUT. d. MASONRY AND CONCRETE SURFACES ARE SMOOTH, CLEAN AND FREE OF CAVITIES, PROTRUSIONS AND MORTAR w/ APPROVED SEALANT DROPPINGS, WITH MORTAR JOINTS STRUCK FLUSH, OR AS REQUIRED BY THE MANUFACTURER OF THE AIR BARRIER OR BUTYL TAPE Z MATERIAL. ' �-36" WIDE WRAP AT 0 e. SITE CONDITIONS FOR APPLICATION TEMPERATURE AND DRYNESS OF SUBSTRATES. • INSIDE AND OUTSIDE I. MAXIMUM LENGTH OF EXPOSURE TIME OF MATERIALS TO ULTRA-VIOLET DETERIORATION. SHEATHING . �NQ \, 78,• CORNERS (SEE NOTE) 4 g. SURFACES ARE PROPERLY PRIMED. �y ' o�� ARE 18" I1g' h. LAPS IN MATERIAL MEET MINIMUMS, SHINGLED IN THE CORRECT DIRECTION (OR MASTIC APPLIED ON EXPOSED EDGES). WEATHER RESISTIVE BARRIER vNO\-\ - i. MATERIALS USED FOR COMPATIBILITY, INSTALL PER VAPROSHIELD _ ISSUE DATES j. TRANSITIONS AT CHANGES IN DIRECTION, AND STRUCTURAL SUPPORT AT GAPS. REQUIREMENTS FOR AIR-BARRIER I • k. CONNECTIONS BETWEEN ASSEMBLIES (MEMBRANE AND SEALANTS) FOR CLEANING PREPARATION AND PRIMING OF ... 24,, MSN ' LAND USE APPROVAL:2016-04-29 SURFACES, STRUCTURAL SUPPORT, INTEGRITY AND CONTINUITY OF SEAL. ji WINDOW • pgst ° `� 6" OVERLAP AT ALL PERMIT SUBMITTAL: 2016-08-30 I. ALL PENETRATIONS SEALED. fq Cp m. COMPARTMENTALIZATION OF ATTACHED UNITS: EXTERIOR DEMISING WALLS HAVE BEEN COMPLETELY SEALED TO I 1 6- CH S/DR R I HORIZONTAL JOINTS PERMIT RECEIVED: PLASTIC CAPPED FASTENERS PER ABAA _ f EXTERIOR SHEATHING AND CEILING AND FLOOR PLANKS; ALL PLUMBING, ELECTRICAL AND HEATING PENETRATIONS IN LI I STANDARDS FOR MECHANICALLY 1 -- .� I _ BID DOCS: GYPSUM BOARD HAVE BEEN SEALED; ALL EXTERIOR AND PARTITION WALLS HAVE BEEN SEALED TO CEILING AND FLOOR ATTACHED AIR BARRIERS & I I • PLANKS. VAPROSHIELD AIR- BARRIER REQMTS. I • 1 I CONSTR. DOCS: n. DUCT SEALING: CEILING PENETRATION HAS BEEN SEALED; ALL TAKE OFF AND TRANSVERSE JOINTS HAVE BEEN SEALED; I I • CONNECTION BETWEEN TAKE OFFS AND DRYWALL HAS BEEN SEALED. � - • I I a. ASTM E 1186/98 'STANDARD PRACTICES FOR AIR LEAKAGE SITE DETECTION 1N BUILDING ENVELOPES AND AIR I 124" M/ j - ° 24"x36"SCALE: AS NOTED RETARDER SYSTEMS." 1) SMOKE PENCIL WITH PRESSURIZATION/DEPRESSURIZATION. I r PLOT DATE: 2016-08-29 } I EcH SDNfR- II , T I I I CAD FILE: 15-133_A84 2) PRESSURIZATION/DEPRESSURIZATION WITH USE OF CALIBRATED FAN, I I • I I I - I I 12" OVERLAP AT ALL 2. QUANTITATIVE TESTS: i I I I P VERTICAL JOINTS JOB NUMBER: 15-133 a. PROVIDE WRITTEN TEST REPORTS OF ALL TESTS PERFORMED, WITH COPIES TO THE OWNER, CONTRACTOR AND TAPE OVERLAP w/ 3" WIDE BUTYL 1 _- CHECKED: PAMC TAPE (APPROVED SEALANT \II. INSTALL WINDOW UNIT WITH ARCHITECT. PROPER SEALANT AT b. ASTM E 283, DETERMINING RATE OF AIR LEAKAGE THROUGH EXTERIOR WINDOWS, CURTAIN WALLS, AND DOORS UNDER MAYBE USED IN LIEU OF TAPE) TRANSITION BETWEEN FRAME I DRAWN: DYM SPECIFIED PRESSURE DIFFERENCES ACROSS THE SPECIMEN. AND ROUGH OPENING, AND, c. WHOLE BUILDING, FLOORS, OR SUITES, ASTM E779, DETERMINING AIRTIGHTNESS OF BUILDINGS AIR LEAKAGE RATE BY SEAL WRB AT BOTTOM PLATENSTATUS: ISSUE FOR PERMIT w/ BUTYL TAPE OR SEALANT PROPERLY INTEGRATE WITH I SINGLE ZONE AIR PRESSURIZATION. WRB. `�___---- -1 - . AIR BARRIER NOTES & DETAILS AIR BARRIER & BUILDING ENVELOPE EXTERIOR AIR-BARRIER SYSTEM WRB INSTALLATION 9 10 A8 . 50 SCALE: NONE SCALE: 3/4" = 1-0" SCALE: N.T.S. �� D Ake' 45, L, C..7edrAc0 DOOR FRAME PER ELEV. PROVIDE BLOCKING AS MFR. HOISTWAY KEY ACCESS TOP AND 1,_4„ �,5 • Redmond, WA BOTTOM FLOORS y // REQUIRED {� STUD WALLS SIA 489::,_,. CONCRETE FLOOR z ,� 1/2" RADIUS NOTCHED TO RECEIVE Q TYPICAL \\" ` MIN CUR `^ I J �SILL PER HOISTWAY DOORS \ WHITEGRAPHICSYMBOLS `� LL OF �gMANUFACTURER PER ELEV. MFR. a > 3/8"x2" 5TLN \ W 3 WITH 1/4 GRAY PLASTIC 4" SIDE RAILS I ' SURFACE MOUNTED SSTL. BRAILLE FLOOR o w yLAMINATE w/ POLISHED �� '� ::: CAB INDICATOR PLATE EACH JAMB - SEE n 3/8" MIN. CONCRETE FLOORco co <1..... DETAIL: © C ' BORDER EDGES v ..,,c:.2 2 No� t oPER PLAN V' CLEARANCE PER ELEV. 7.A \t 1" DIA. 5TL RUNGS � o' ,� a "� �"� °MFR. 9.10 * THRU SIDE RAILS & a vUR•' O� cnSTORAGE AREAS n p � p �°.� N °= c�o a p 0�„ ? WELDED - 12" O.C. MAX9yY 3 yC; i a ` nn o`o a°�L /fJl C -• 1'rJ ♦ VO• :::E2 ::->i '� O N a a� O CHOISTWAY FLOOR PER 3' I' / N " ° = o FIRST RUNG TO BE LEVEL 4 f�� - - ELEV. MFR. FIREMANS COMMUNICATIONS TEL ¢ o p o CA/ L ■ !� JACK - SURFACE MOUNTED , y WITH FIRST FLOOR SLAB - ° ° c an cp �� cH ■ 2" HIGH WHITE TACTILE ' .- ° ° N_ ]_ao o. N Ei � � o • ( ). \ ,'rJ OC N�. OLETTERS w/ BRAILLE ` � 3/4" DIAM. EXP BOLTS a a° o � N p■ CHARACTERS C a� w (TYP) 3/8"x2" STLooo a = aELEVATOR JAMB U Z:ici- _� a p y BRACKETS. WELD TO �' ' `� °NNaL..W ` L J O C / SIDE RAILS °° � ;a" ° p�ao °~ "° SILL PROVIDED BY ELEV. 4 PROVIDE TACTILE "STAR OF LIFE" ° L 0'0'`` n o caN a N SHAFT MFR. ELEVATOR (2MEMIN SYMIG }FOR FIRE a o AT › q"'"' aQ.� I V-"LLw'.L IANCHOR LADDER TO (.°)- ;:-.:;2 a E a a ° a FIRST FLOOR ONLY s ______7.1 7 \ FLOOR A WALL PER PLAN I ) FINISH FLOORNco E ELEVATOR PIT co En C CV C) CO 8 ,72 SILL SUPPORT PER ELEV. 2nd FLOOR AND ABOVE FIRST FLOOR ONLY FRONT LSIDE MFR. PROVIDE SUMP PUMP PER CU W a- o c a o ' PLAN F-' ( g N 5 o � x2 � - . Q NOTE: REFER TO SHEET A2.0 U c, TYPICAL ELEVATOR SILL 0 FOR FIRE RATED WALL DETAILS JAMB ELEV. ELEVATOR R TO SHEET A2.0 1 NOTE: FIRE RAFTED WALL DETAILSELEVATOR DOOR JAMB SIGNAGE 4 ELEVATOR PIT LADDERWI a . E 1 112" = 1'-0" 314" = 1'-D" 3" = 1'-0" 112" = 1'-0" _0 - 13coN co 0 1 Ca' coLc) N M CO F-- U i'--0" / I e 1'-0" d' I RAMP WALL / STAIR 1" HIGH CHARACTERS - 1" HIGH CHARACTERS, SHAFT WALL PER PLANS / TYPICAL U.O.N. / TYPICAL U.O.N. PER PLANS - 112 SELF STORAGE StorQuest. NORTH S TA I - _SOUTH S TA I 2" „/2" 01A. SCHED. 40 N N +60"A.F.F. "' +60"A.F.F. " " " / � _ 14 GA. x 1 1/2 x 1 1/2 x 2 1/2 � lIIN. EMBED 1 1/2" W c �,� CLIP ANGLE EACH END OF BLOCKING \ f , STEEL HANDRAIL a I _ \- TOP AND BOTTOM w/ 2 - #10 x 1 \ 0J T 1 8" THICK ACCENT BAND 1/8" THICK ACCENT BAND 1/2" SCREWS AT BLKG. & 2 - #10 1 �\ Roof Access / N o Roof Access �, +34"-38"ABOVE SELF TAPPING SCREWS INTO METAL ♦ ` T T RAMPILANDING V STUDS. 12" \ I 0 LIQ ( 3" HIGH FLOOR NUMBER Q 3" HIGH FLOOR NUMBER ' [� 4 Q CHARACTERS - NUMERAL VARIES Q am CHARACTERS, NUMERAL VARIES I� METAL GRIP RAIL SUPPORT PER FLOOR PER FLOOR , \ (MAX.) 32" O.C. FINISH TO 0 1-1/2" DIAM. SCHEDULE 40 STEEL , MATCH HANDRAIL =C PIPE. PRIME & PAINT TO MATCH '-' 12" , \ uI. Floors r 1 thru STAIR RAILINGS Q M1. _ \ r^ W Floors 1 thru 3 0o s t u 3 N � 3x4 BLOCKING VJ '... .%„ _S,'co \ . ---- (19 I \ "' �' RAMP CONDITION ALL HANDRAIL ENDS SHALL Q �, 1 BRAILLE CHARACTER AREA - �, BRAILLE CHARACTER AREA - , 12 I I PROVIDE MIN. 3/8" BORDER TO `� PROVIDE MIN. 3/8" BORDER TO \ �' f HAVE MILLED RADIUSED WJT''� SIGN EDGE AND ACCENT BAND ;.'"' SIGN EDGE AND ACCENT BAND 0 END a I co �� W RETURN HANDRAIL ENDS TO (1)LIJ O I NOTE: ALL SIGNAGE AND CHARACTER WEIGHTS, FONT, SPACING AND STROKE SIZE SHALL CONFORM TO a m. :; A1 - • ,%.•,. l4 - �' • ` t.. +. �; \ WALL 1 NOTE: ALL SIGNAGE AND CHARACTER HEIGHTS, FONT, SPACING AND STROKE SIZE SHALL CONFORM TO ,-1/4 MAX. rn ICC/ANSI A117.1-2009 SECTION 703 AND NOTES ON SHEET A0.3 ICC/ANSI A117.1-2009 SECTION 703 AND NOTES ON SHEET A0.3 • + . 4- ' Com//AJ■6 ,1 I PROVIDE CHARACTERS IN CONTRASTING COLOR TO BACKGROUND. CHARACTERS AND BACKGROUND SHALL PROVIDE CHARACTERS IN CONTRASTING COLOR TO BACKGROUND. CHARACTERS AND BACKGROUND SHALL 'r 1 I I I = co HAVE NON-GLARE FINISH HAVE NON-GLARE FINISH ELEVATION SECTION I ;� LL �,1 Z STAIR CONDITION0 W O _ H'- U Z S) O SOUTH STAIRWELL SIGNAGE CANE DETECTION RAILING HANDRAIL AT STAIRS Ix Q w NORTH STAIRWELL SIGNAGE C Z o � o rNci �, = ,� 3" = 1'-0" SCALE: 1 112" = 1'-0" 3" = 1'-0" O U 3 1 -0 W Q � CO z Z r I- e NOTE RE: DETAILS 10, 11 & 12 THIS SHEET: NOTE: REVISIONS PRE-FAB METAL STAIRS AND LANDINGS PAINTED PRIMER GRAY WITH A YELLOW CONTRASTING PRE-FAB METAL STAIRS SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN WASHINGTON. NO. DATE BY 1 1/2" MAX. 1.5" STRIPE AT THE LEADING EDGE OF THE TOP TREAD/LANDING AND AT THE BOTTOM TREAD / SUBMIT SHOP DRAWINGS & DESIGN CALL'S FOR APPROVAL PRIOR TO FABRICATING STAIRS. f OF EVERY STAIR RUN. PROVIDE TOUCH UP PRIMER & PAINT AS REQUIRED. 12-28-16 PER ARCH. 1 1/2" VERTICAL. DIA. GALV. SCH 40 111111 "� PIPE RAILS. n 12-30-16 CITY COMMENTS 1-1/2" DIAM. g �' STEEL RAILING 1-1/2" DIA. METAL �� I A 02-19-17 VE REVISIONS HANDRAIL BEYOND .i _ 1 1/2 DIAM. HANDRAIL g 10 1-1/2" A ' .' (BEYOND) -IIIIII 04-25-17 PER ARCH. I— DIA. METAL41 A CONTINUOUS HANDRAIL PER \ ��I RETURN HANDLE TO A 11--10-17 BASEMENT ELIM. STAIR MANUFACTURER \ ' n WALL 1-1/2" DIA. INTERMEDIATES � lo\ \ STEEL WALL MOUNTING GUARDRAIL SHALL HAVE INTERMEDIATE MEMBERS ON �, RAILS DESIGNED SO AS A WALL RAIL BEYOND BRACKETS PER STAIR G.� 9.10 ISSUE DATES • OPEN SIDES SPACED SUCH THAT A 4" DIAM. MANUFACTURER - 4" SPHERE WILL NOT PASS ___-_ If J co X SPHERE CANNOT PASS THROUGH, U.O.N. 8 12' LAND USE APPROVAL: 2016-04-29 9.10 (TREAD DEPTH) , 4" 5 PERMIT SUBMITTAL: 2016-08-30 X 7r 1 1/2" DIA. GALV. SCH 40 PIPE BALUSTERS WELDED MAX' PERMIT RECEIVED: 2017-04-03 N- �' TO STAIR STRINGERS PER STAIR MANUFACTURER. 'co 12" \ SPACE EQUALLY, 6'-0" O.C. MAX. FOR VERTICAL / / 12" DOCS: 2016 -08-09 " POSTS. '-o- r., i' .'• CONSTR. DOCS: 2017-04-25 TEXTURED PLATE \ Q \ STEEL LANDING \ STEEL STAIR NON SLIP NOSIhO GUARDRAIL UPRIGHTS ATTACHED PER \ °� 24"x36"SCALE: AS NOTED �—STAIR MANUFACTURER i''''-''''', \ STRINGER PER STAIR MANUF. 1" NOSING PLOT DATE: 2017-11-10 1\ TREAD DIMSNOTE; STAIRS SHALL HAVE 2"-4" WIDE TREAD DIM CAD FILE: 15-133_A91 -- STEEL STAIR STRIPING OF A CONTRASTING COLOR AT 1" MAX. JOB NUMBER: 15-133 STRINGER FROM FRONT EDGE OF 1st STEP FROM BOTTOM N. ZZ 6„ CONCRETE SLAB PER • AND TOP OF ALL LANDINGS, TYPICAL 6° CHECKED: DYM/PAMC STEEL CHANNEL PER STAIR i MANUFACTURER II �' DRAWN: DYM/ RY— STRUCTURAL DWGS. TEXTURED STEEL STAIR TREAD, PER '''''''.-\. -.......). / . . • .. .. • CONCRETE SLAB ONGRADE w/ A A STATUS: BASEMENT ELIMINATION STAIR MANUFACTURER COMPACTED VGRAVEL NOTE: . LANDING STRUCTURE PER STRUCTURAL STEEL STAIR STRINGERS AND INTERIOR DETAILS ENGINEER LANDINGS PER STAIR MANUF. NOTE: REFER TO SHEET A2.0 FOR FIRE RATED WAL 9 GUARD RAIL @ STAIRS TYPICAL STAIR LANDING DETAILS TYPICAL BOTTOM OF STAIR @ WALL BOTTOM OF STAIR @ CENTER SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" = 1'-Q" ig,D AR edv A71;11.4s4 NOTES: MAXIMUM RECOMMENDED LENGTHS FOR VERTICAL COMPRESSION STRUTS COMPRESSION STRUT Redmond, WA 1. PROVIDE CROSS-BRACING FOR SUSPENDED ACOUSTICAL CEILING SYSTEM 0 12'-0" O.C. BOTH WAYS WITH (MIN.) NO. 12 GAUGE WIRES PER 4894 0 6" ASCE 7-10, ASTM C635, ASTM C636 AND ASTM E580. EMT CONDUIT 0400,/--- .� 2. THE HORIZONTAL RESTRAINT POINTS FOR THE LATERAL FORCE BRACING SHALL BE PLACED NOT MORE THAN 12' O.C. IN BOTH DIRECTIONS WITH 1/2 EMT CONDUIT UP TO 5' 10" QF O � THE FIRST POINT WITHIN 6' FROM EACH WALL. 3/4" EMT CONDUIT UP TO 7' 8" 1" EMT CONDUIT UP TO 9' 9" )1's. • 3. TO FACILITATE INSTALLATION, MAIN RUNNERS AND CROSS RUNNERS MAY BE ATTACHED TO THE PERIMETER MEMBER AT TWO ADJACENT WALLS WITH CLEARANCE BETWEEN THE WALL AND THE RUNNERS MAINTAINED AT THE OTHER TWO WALLS IN SUCH WAY AS TO BE INDEPENDENT OF X12 HANGER METAL STUDS `' WIRE THE WALL STRUCTURE AND SHALL BE BRACED BY LATERAL FORCE BRACING AT 12' O.C. MAXIMUM. SINGLE 1-5/8" x 33 MIL STUD UP TO 12' 0" _i i�a "c c E o,E5,5, °L 4. ACOUSTICAL CEILING SYSTEMS SHALL COMPLY WITH IBC 803.9. 0" Y a >,�0 - - a-- u) BACK-TO-BACK 1-5/8" x 33 MIL STUDS UP TO 15 ,. _no v -° E ° °.y c N ,-- °" 5. FOR AREAS EXCEEDING 1,000 S.F., HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURE ABOVE SHALL BE PROVIDED. ---..o.• �; a " " y " co SINGLE 2-1/2" x 33 MIL STUD UP TO 13' 6" RAISED INTERNATIONAL 6. FOR AREAS EXCEEDING 2,500 S.F., A SEISMIC SEPARATION JOINT SHALL BE PROVIDED. 0" .. ::2,0 ; ` of°°o E ° CL O — SYMBOL OF ACCESSIBILITY BACK-TO-BACK 2-1/2" x 18 MIL STUDS UP TO 15' _ © �, v?y tk o u,21.8°-! PICTOGRAM 7. ALL PENETRATIONS SHALL HAVE A 2" OVERSIZE RING TO PROVIDE FREE MOVEMENT OF AT LEAST 1" IN ALL DIRECTIONS. � � N # r_;, o N F o j17 \ �` Q .N. C›' O a L a3� , 623 c 8. ALL CABLE TRAY AND ELECTRICAL CONDUITS SHALL BE SUPPORTED SEPARATELY OF THE CEILING. NOTE: PLENUM AREAS GREATER THAN 15' 0" HIGH WILL REQUIRE ENGINEERING ,,e-°. ______ u: - . o - °s a a° 62 3 CALCULATIONS FOR COMPRESSION STRUTS .• o E a' _0E c.° ° 0.67 v o WHITE PICTOGRAM ON BLUE ARMSTRONG a ° . ,,av° 5 o N ° I \ BACKGROUND Q 12 GA. VERT, WIRE (TYP.) CROSS TEE r, �\ ° °a " °c.- �-2 IE D ARMSTRONG ° E ��°.3� aver MAIN BEAM -C - ° o ° ° - No0 oy 8" MAX L �� / 8" MAX �\ � Nv � � ° o 3 TURNS MIN. (TYP.) 1 E ° ,,',16---i-.P;) N o / �— NON-COMBUSTIBLE STRUT CAPABLE OF RESISTING ` ` °.114,w ° O vow.: �, ° o a� °.., °Jo OIA VERTICAL COMPONENTS INDUCED BY BRACING MAIN RUNNER OR CROSS " -'-'.q2.° 6 v °- WIRES. FASTEN SECURELY TO STRUCTURE ABOVE. lEE v v 2 Cr' -' u u ° C c C,,a 0) (nm a C En a o° Qa o o� 2.0 _c.c-.cr 111 COMPRESSION POST 0_ -tr 75 °L N T° 2 U 0 aaa zo0 �-iaEFLR8oF, 12 G.A. VERT. HANGER WIRE \ \ NOTE: ALL SIGNAGE AND CHARACTER HEIGHTS, FONT, SPACING AND STROKE SIZE SHALL CONFORM TO ICC/ANSI © 4'-0" O.C. BOTH WAYS A117.1-2009 SECTION 703 AND NOTES ON SHEETS A0.30 AND A0.31. + ` W opo cotsCsJ o v 11111111111111111111i�ull I11111111111111IIIIIIIIII UJIII �i PROVIDE CHARACTERS IN CONTRASTING COLOR TO BACKGROUND. CHARACTERS AND BACKGROUND SHALL HAVE 45 ! LATERAL FORCE BRACING 4 EA. 12 GA. NON-GLARE FINISH111111110' -Ill / WIRE SECURED TO MAIN RUNNER WITHIN 2" ., -- POP-RIVET THIS SIDE ONLY C13o o 0 o 111: „� OF CROSS TEE INTERSECTION & SPLAYED ” U = _co—5 �"i " PROVIDE 3/4 FACIA MOLDING W cB s T 90" FROM E.A. OTHER 12-0 O.C. IN SPACE © OPP. °' c Q 45° BOTH DIRECTIONS W/FIRST POINT WITHIN WALL PER MANUFACTURER 4'-0" FROM EA. WALL. x z c� _o ACCESSIBLE STORAGE UNIT SIGN ACOUS. TILEIff • W� o oE. � 0 0 o o 0 b o 0 0 o i o 0 0 0 a, � 2" PERIMETER WALL ANGLE - e e -�e e128 C•I 0 < O SCALE: 3" = 1'-0"0 09-026A81 MAIN RUNNER e - ATTACH MEMBERS 1-1/2" 11,7\-- 00 __ C' I Ln ( L CROSS TEE PERIMETER & TWO ADJ. al T N WALLS ONLY. CHANNEL MOLDING `_ M CO 4) D ' I--'- U A LATERAL FORCE BRACING B VERTICAL WIRE SPACING D SEPARATION JOINT GYPSUM BD PER WALL TYPE ARMSTRONG 12 GA. LATERAL SUPPORT WIRE WITHIN 3" OF EACH CORNER OF LIGHT C StorQuest. I ANGLE MOLDING FIXTURE. SPLAY WIRES AS SHOWN AND FASTEN TO BEAM OR PURLIN. MIN. �� s E L F S TO R AG E V OF 3 WIRE TURNS EA. CONNECTION POINT. MTL STUD WALL. / ARMSTRONG STABILIZER BAR, SEE PLAN FOR SIZE OR OTHER SUITABLE SYSTEM, 12 GA. FIXTURE SUPPORT WIRES AT W 1 / TO KEEP PERIMETER COMPONENTS CENTER ENDS OF EA. FIXTURE. FIXTURE • /'�•. (DOUBLE STUD AT / FROM SPREADING APART. SUPPORT WIRE SUPPLIED BY CEILING (9 J 4 JAMBS}, ` CONTRACTOR. x 1 ( - HOLLOW METAL ° �� 0 w\ FRAME WRAP AROUND � ` -�^�+ ARMSTRONG GYP. BD. / --..- MAIN BEAM 60' MAX. TYP. ARMSTRONG 0 u MAIN BEAM MIN. 2" I ,-) %J 4,,4o-� 'e '� ARMSTRONG /� HI / ANGLE MOLDING W HOLLOW METAL DOOR MIN. 3/4" AT UN-ATTACHED WALLS U) 0 t -g., MA / ARMSTRONG STABILIZER BAR, � // / �* OR OTHER SUITABLE SYSTEM, _. / 45� a ,�►, TO KEEP PERIMETER COMPONENTS �� J A HEAD (JAMB SIM.) © FROM SPREADING APART. LL ti z I I II W °p` d ) j I r y RECESSED 0 I I 1 ( ( ARMSTRONG DOOR UNDERCUT 3/8 A(/' / FIXTURE Fim AT HARD SURFACE, `'4o-. / CROSS TEE �/ CROSS TIE ARMSTRONG I /�y a CROSS TEE MIN. 2" (/) I FINISH FLOOR MAIN STRUCTURAL W = N ELEV. 0'-0" / m MIN. 3/4" AT UN-ATTACHED WALLS RUNNER 4'-0" O.C. J CV 2 B SILL © ATTACHED 2" WALL MOLDING © PERIMETER COMPONENTS 0 TYPICAL LIGHT FIXTURE BRACING a W U_ z 0 t 0 INTERIOR DOOR TYPICAL SUSPENDED CEILING SEISMIC BRACING DETAILS61- 0 06 ct SCALE: 3 — 11-0" SCALE: N.T.S. OixH. W o V1 Z ,c1= 5/8" TYPE 'X' GWB 3-5/8" MTh. CHANNELS ID 16" O.C. LOCATION FOR ELEC/ PLUMBING REVISIONS AND MECH. BETWEEN STRUCT'L BOTTOM OF ROOF NOTE: SMOOTH HEADER TO BE USED FOR NO. DATE BY a S-0" SWING DOORS. ROLL-UP DOORS, COLUMNS & THE SIDE OF OR FLOOR STRUCTURE `a LHALLWAY. GREATER THAN S-0" TO BE STANDARD 1\ SEE MECH. PLANS. TYPICAL MULTI-STORY BOTTOM OF STRUCTURE CORRUGATED HEADER "' BUILDING FLOOR SLAB (SEE 11/A9.20) _ TOP OF PARTITION WALL — ACCESSIBLE UNIT Ilak \ S1' i- TYPICAL BEAM ABOVE HALLWAY DUPLEX ELEC. OUTLET W/ DESIGNATION PER DETAIL. *9 2, AI �� ( -<.___ REFER TO FLOORPLANS ( �f '\ \ LOCKABLE COVER �i CLOSURE ANGLE FOR LOCATIONS. 5 L-OPEN-� I 1'1 x \ /� �� + CUT TOP EDGE OF GYP. BD `� '� '�'�� "` �"'�' `p`. /�'\ �� l STRAIGHT & TRUE. 1 SLIDING LATCH J F ,i �, ISSUE DATES _ 1 \ ,r-,- BY: CHATEAU w_ ( �` f 'w um = TYPICAL STRUCT'L COLS. \ �_� STEEL EXPANSION TRACK 14X8� ,A.64.,-)•C RECESSED FIRE .� Q LAND USE APPROVAL:2016 04 29 PERMIT SUBMITTAL: 2016-08-30 _ 1 INTERIOR METAL WALL PANEL I \ ' ' SPKLRTIALSYOTEMI�L4CAOTE EXTINGUISHER j� \ ,1 - �� J TOP TRACK PER UNIT PARTITION SUPPLIERS . �I \ `.`� PERMIT RECEIVED: (NIC) ��,1 ,. 0 & INSTALL PER LOCAL PLAQUE (TYP) \ - z LI �, RD DOCS: • if .. - WHERE OCCURS z a LIGHT FIXT. PER ' I FIRE CODES \ ,;, 5/8" TYPE 'X' GWB BOTH SIDES o \ � _ ca U.O.N. h w ¢ ELEC. PLANS F - © ` oLIJ CONSTR. DOCS: METAL STUDS PER WALL TYPE cn = METAL PIERS I TYPICAL HEADER PANEL & . z - FRAME ' w — p o =ice \ \ o Q o - 24"x36"SCALE: AS NOTED METAL STUDS PER WALL TYPE :,•ta ~ TYPICAL ROLL UP I o a \ E o TYPE 'X' GWB 4o z I RUN HEADER 0 -_ 5/8" UPANEL UP TO _. LL �� I UNIT DOOR I o PLOT DATE: 2016-08-29 ;:7:: I BOTTOM OF STRUCTURAL BEAM w ACOUSTIC INSULATION WHERE SHOWN ON N �� TYPICAL TYPICAL TYPICAL I [L 15 133 A91 v D CAD FILE: ( DRAWINGS. (PROVIDE ACOUSTIC SEALANT AT UNIT CORRIDOR I UNIT ABOVE - _. _ O ,n _ SILL PLATE-BOTH SIDES) ) CONT. MTh. RUNNER ANCHOR TO I 6" IS MAX. OPENING ALLOWED ' JOB NUMBER: 15-t33 SMOOTHI ABOVE TOP OF HALLWAY TO - �I CHECKED: PAMC r_ FLOOR AT 24 O.C. WITH POWDER FLOOR SLAB FINISH j STRUCTURE ABOVE. USE CLOSURE � --- ACTUATED PINS. DRAWN: WALL BASE PER SCHEDULE e * \ '' , P ANGLE BTWN. BEAMS AS REO D. \ j \ \ \ \ DYM/RY l' \ FINISH FLOOR - f STATUS: ISSUE FOR PERMIT VARIES 20 GA. SMOOTH 3'-O" il, 1/8" FOAM TAPE - FINISH FLOOR /SEE STRUCTURAL DRAWINGS r METAL PIER.---", ,J\ i / 5'-0„ INTERIOR DETAILS T TYPICAL FULL HEIGHT WALL TYPICAL RESTROOM CEILING TYP . INTERIOR STORAGE DOOR TYP. INTERIOR STORAGE DOOR 10 SCALE: 3" = 1'-0" 9 SCALE: 3" = 1-0" Q9_027q$3 SCALE: 3/8" = 1-0" INTERIOR UNIT PARTITION INFO. FOR REFERENCE ONLY - NIC SCALE: 318" = 1'-0" 09-026A81 A9 • 20 / r PROVIDE SOLID BACKING OR .��•3� D Ake, 54" MIN. BLOCKING AT ALL GRAB BAR t�Y 12" 42" MIN. ,� , ATTACHMENT LOCATIONS MAX. • ,' 1-1/4" MIN. L'' edr A dull ('� / 1-1/2" -4,- ` „ 2" MAX. ' 36 GRAB BAR TOILET ROOM SIGNAGE TO WALL TYPE PER PLANS. Redmond, WA GRAB BARS METAL WALL PANEL PER ` 4894 Q 18" (MIN.) VERTICAL GRAB BAR COMPLY WITH ICC/ANSI A117.1 6'-0" DIA. DRAIN BASIN "� 39"-41" 42" GRAB BAR ALUMINUM EDGE -2009 SECTION 703 SIGNIL -., METAL BUILDING SUPPLIER / ti ti / g� 4/7 TOILET PAPER DISPENSER TRIM/REGLETS - TYP. REQUIREMENTS � OF D \ 3--0 3'-0" / Ix • z�� SOAP DISPENSER MPERR ° \ PER MANUF. pARITALLY RECESSED SCI IEDULE \ +Efl U Lso ,yr. .�s ctFIRE EXTINGUISHERrr / ,.� � /. ,., . ,.• � , . , • , .� , , . ,.• , .• /...,/,,..,.7, , • . , . . . , .• /...///2//,—,.>;,,,/ /.., PLAN AT NON-RATED WALL // /�/// > 1111f/ // 1 // - �// CABINET/ _ /. i ,.,,.} /. / WATERPROOF ' //' o / .J c føJL , • / % I� �I / MEMBRANE - FLOOR f1NISH/ / _mo ;%%-/-7�/" / //// /// ///.//// //////'7',.. v oa0 ' ' / . // /. / /� /. / / /' ./ / iz /./ CLAMP BETWEEN TO DRAIN o ;w b y ° i 1 L 1y aw # a Cr.-, }x a aro c /.////// // / %./ 1/.// / / //////// %/// / ///////// 1 ///. // ! "%///M ��/// o �_ DRAIN FLANGE ,, y o g. 2_,o o v g c o / //.„,,,,,,:,,,/,,,/ .7„./ ./// / 111/, ../g. /� / /// ai // / / //j- //'/////j�/, o /�",'n/ // m ,_ •o• .:,2 c s v ( p ro b.' 'a° ,7' , o . /. /. / // / /S! //,-,./././ / // / /// //� /.• ' / �/ o c� �♦+♦ v v v•4 o i i / / / / // ///' / // // / // 0 /� , / . H •♦• o E �' vvi a c ? # v v / i�"� / / / // �` /. //. / / ,___< ♦♦ - °° o //.'Y /// / / //� / / // I / / // /// / / �/ / 1111/ ♦• a� o a+ ›,`,5-.8.i'6,- "2 ,02-' n ° //,e/"i%/// / / .'�/ /////A / r> /////// /. / / /. // /. / / /./ •• /// / / ,(I •�// // f�/ // // // / :4:///:///:// /// // /�//' ///. / // �i// / ♦ _ _ SLOPE DOWN SLOPE DOWN d v v vE T o g': v v E /J / , // /// // / / '� // //. // // // // // /a.. / 6" COVE BASE _ �� T.O. EXTINGUISHER UNIFORM UNIFORM I .. oo . p O.- 3 �, o/ // / / 'isP.. / / / / / / / // / // C7 Agin +60" A.F.F. MAXIMUM r. ~ a- ° .. iz° o ''o ' // / /// /////// / / / / // /. //�e� / // // /// /// //////� ////// /. /. INTEGRAL w/ SHEET ♦♦ a m v y o / / /./,/ / f / /a4 �(/ , // ';, /.. //..".././././:',//"...///./. ....•///:',//�///./7/�///��/ ��/. •••+'� }b. MAX. r jiE - roy //.f-'i / I / / / i //J. .// // //� i / t�/> ^!` l� (40 WEIGHT) _ N � .. y EvXci3"' v yo n m-- VINYL FLOORING ••+ o • o ^o• r �• / � � � ® voy oo�a9o� m° — . 0 FIRE EXTINGUISHER v � \' � Q y o'E r m € o_ . '. '. i. �,• CABINET WITH WIRE GLASS <° I� � /. Q ... m w:..., . d'" v .0 o TOILET TOILET PAPER SEAT COVER URINAL LAVATORY DISPENSE/WASTE HAND NAPKIN/ NAPKIN/ WALL do IDENTIFICATION SYMBOLS '• D I y °o o o o ,_ o 0 DISPENSER DISPENSER RECEPTACLE DRYER TAMPON TAMPON FLOOR `•`' G' � �- - �v a •ALL H°-'5O20 ›,-5-5 u,•""o cc • CRUSHED TILE OR o i e - v d v-•N ° � DISPENSER DISPOSAL FINISHES PICTOGRAMS SHALL HAVE A o • \. i v a a z `o m m 3a E 'a a uo 'aFIELD WITH A HEIGHT OF 6" 0 1 i•♦ 4 q Q STONEFINISH FLOOR BASIS OF DESIGN: MIN. CHARACTERS OF BRAILLE m `` �t•{ * LOCATE PER FIRE MARSHALL ! 7t TRUEBRO LAV Q +' REQUIREMENTS, PLUMBING FLOOR N �,SHALL NOT BE IN THE w 4 EGUARD 2 PICTOGRAM FIELD. PICTOGRAMS = NOTE: DRAIN WITH WEEP °N° oo aAND THEIR FIELDS SHALL z :1 ` INLET OF DRAIN TO BE 1/2" HOLES U'`' II BELOW FINISH FLOORniiii,<= a cooHAVE A NON-GLARE FINISH. „ i' W o aoa� oPICTOGRAMS SHALL CONTRAST '• ELEVATION OUTSIDE OF 6-0 PIPING - SEE PLUMBINGH - -- J= WITH THEIR FIELDS, WITHDIAMETER DRAIN BASIN PLAN ~" c N E2 o EITHER A LIGHT PICTOGRAM ELEVATION x 2 a ON A DARK FIELD ORA DARK U o �i ® 0 RESTROOM MOUNTING HEIGHTS 0 PICTOGRAM ON ALIGHT FIELD. FIRE EXTINGUISHER CABINET01 FLOOR DRAIN WI Q o c-13 ni SCALE: 1/2" = 1'-0" 1-1/2" = 1'-0" 3" = 1'-D" CM Ce o Q CO 0 CI It) It) '.- (N - CO d j., Coo o o a co c . RATED WALL PER PLAN. .. ,/ SEE RCP FOR HEIGHT • 4 HEADER PER STRUCTURAL. CONCEALED HINGE iriP StorQuest B.O. CEILING PROVIDE CORNER BEAD TYP. \ [ '++�i 1 I SELF STORAGE _ 90 MINUTE RATED / DOOR AS SPECIFIED REFER TO WALL LEGEND -D/ ACCESS DOOR PER LI FOR WALL TYPES l'-0" f. PLAN & SCHEDULE. V J / LIGHT SWITCH: DOTTED LINE /- a_ t INDICATES LOCATION OF 6" 6" LARGER PLATE IF NEEDED J / / FOR MORE SWITCHES _f 3/4" X 2 1/2" HARDWOOD _ i 0 ci— 1 \ L -/ 2-3/4" U( THERMOSTAT BASTENED TO STUDS _ _ u.. HANDLE �— HARDWARE SET AS _ - `4 W \ - • rn 0 SCHEDULED : ' X L� y, 3/4" PLYWOOD DOOR. - " x ALL EXP. SURFACES TO X 6" NOTE: LOCATE ELECTRICAL & x Um e o 1 fTELEPHONE WALL OUTLETS & BE P.LAM. _ - 'in ��• ,_ SWITCH PLATES @ NEAREST _ _ A _ B ELEVATION J filj o 0 8 STUD FROM SCALED LOCATION 3/4" PLYWOOD SHELF WITH W cn ON PLAN UNLESS OTHERWISE i WHITE MELAMINE VENEER -a ►►►►uu►►uuu►►u i u) O m \ SPECIFICALLY NOTED. . \ . _ 1111, I, RECESSED SHELF STANDARDS H ill ..s ..... • , - \ \ DUPLEX OUTLET ^` ~�� _ i—SPRINGCLOSER f/'� 1/4" PLYWOOD BACK % m FIRE EXTINGUISHER CABINET PROVIDE WALL TELEPHONE OUTLET _ _ ` • ��,?17n n n n n n n n n 0-- BLOCKING _ PER MANAFACTURER'S - - IJ J z 0 N REQ. SEE DETAIL FINISH FLOOR - - CHROME WIRE PULLS, TYP. [Li O _© -_ - SECTION 0 PLAN W 1-- U z >3 0 n U Li o '9.3 V/ 00 TYP. MOUNTING HEIGHTS DIAGRAMACCESS DOOR BAS'S OF DESIGN:ID DOORFW-5D5°-DW 2'-O" o z C.I).'. . crCi 112 = 1'-0'' z SCALE: 314" = 1'-0" I ' I U o LJJ w >- r� N a {/J Z LJ k- P.LAM TOP, SPLASH & EDGES - Lu 3/4" PLYWOOD COUNTER Lu © REVISIONS AND BACKSPLASH, TYP. 3/4" X 2 1/2" HARDWOODL. NO. DATE BY r----'"I \ A 12-28-16 PER ARCH. ILk\1i • N /\ 12-30-16 CITY COMMENTS S.S. SINK (WHERE OCCURS) --c'' `�/' I I 02-19-17 VE REVISIONS 1/2" PLYWOOD uIT _ —) �'9,-) 04-25-17 PER ARCH. DRAWER BACK / 0 awl- "r A 11-10-17 BASEMENT ELM. 1/4" PLYWOOD DRAWER �' THERMOSTAT BOTTOM " ISSUE DATES SURFACE MOUNT CHROME WIRE PULLS, TYP. TO CORRIDOR - NOTE: ALL INTERIOR .5' WALL. __ - EXPOSED FINISHES TO BE _ LAND USE APPROVAL: 2016-04-29 3/4 PLYWOOD SHELF WITH WHITE MELAMINE VENEER. PERMIT SUBMITTAL: 2016-08-30 WHITE MELAMINE VENEER. - s _- Q PERMIT RECEIVED: 2017-04-03 ELECT. CONDUIT LINE OF STOP FRAME 1- ' a N BID DOCS: 2016-08-09 ATTACH TO - o ADJ. WALL 1/4" PLYWOOD BACK - CONSTR. DOCS: 2017-04-25 \ AS REQU'D. RECESSED SHELF STANDARDS n ELECTRICAL BOX COVER. 3/4" PLYWOOD DOOR. 24"x36"SCALE: AS NOTED W/ W/(FLUSH TO LOCKABLE WALL) ALL EXP. SURFACES TO _ BE P.LAM. 3 PLOT DATE: 2017-11-10 ( CORRIDOR WALL PANEL TOPSET BASE - - _ ` — T CAD FILE: 15-133__A91 2X4 WOOD STRETCHERSJOB NUMBER: 15-133 FINISH FLOOR --______TL AT 2'-0" O.C. ++I CORRIDOR / STORAGE UNIT F.F. CHECKED: DYM/PANG DRAWN: DYM STATUS: BASEMENT ELIMINATION INTERIOR DETAILS 9 TYP. ELECT. MOUNTING @ STORAGE BREAK ROOM CASEWORKA9 . 30 O 112" = 1,-0" INTERIOR UNIT PARTITION INFO. FOR REFERENCE ONLY - NIC SCALE: 1 1/2" = -0" General Structural Notes THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS nRouiNcEiEuRRAINLGCRITERIA MASONRY 0 SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. ALLOWABLE SOIL PRESSURE (NATIVE SOILS / STRUCTURAL FILL) 2500 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE PSF 27. CONCRETE MASONRY UNIT WALLS SHALL BE CONSTRUCTED OF GRADE N, MEDIUM WEIGHT DRAWINGS, SPECIFICATIONS, AND THE 2014 OREGON STRUCTURAL SPECIALTY CODE. TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY LATERAL EARTH PRESSURE (RESTRAINED/UNRESTRAINED) 55 PCF/35 UNITS, CONFORMING TO ASTM C90, LAID IN A RUNNING BOND. MORTAR SHALL BE 21z4 Third Avenue-Suite loo-Seattle,WA 98121 INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY PCF TYPE "5" CONFORMING TO ASTM C270 AND THE OREGON STRUCTURAL SPECIALTY CODE. p: 206.443.6212 ssfengineers.com 2. DESIGN LOADING CRITERIA: DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF ALLOWABLE PASSIVE EARTH PRESSURE (FS OF 1. 5 INCLUDED) 350 PCF GROUT SHALL CONFORM TO CONFORM TO ASTM C476 AND THE OREGON STRUCTURAL 934 Broadway - Tacoma, WA 98402 STORAGE DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS SPECIALTY CODE AND ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2, 000 PSI AT p: 253•z84.9470 ssfengineers.com COEFFICIENT OF FRICTION (FS OF 1. 5 INCLUDED) 0 35 LIGHT STORAGE LIVE LOAD 125 PSF AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP TRAFFIC SURCHARGE PRESSURE (UNIFORM LOAD) 250 PSF 28 DAYS, DESIGN f' m=1900 PSI. MISCELLANEOUS LOADS DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND Copyright 2017 Swenson Say Faget-All Rights Reserved STAIR AND CORRIDOR LIVE LOAD (UNLESS OTHERWISE INDICATED) . . . 100 PSF SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. SEISMIC SURCHARGE PRESSURE (UNIFORM LOAD) 7H PSF STRENGTH SHALL BE VERIFIED BY EITHER THE UNIT STRENGTH METHOD OR PRISM _ MECHANICAL UNITS WEIGHTS FURNISHED BY MANUFACTURER TESTING IN ACCORDANCE WITH SECTION 2105. 2. WHEN VERIFIED BY THE UNIT DEFLECTION CRITERIA 12. SHOP DRAWINGS OF DESIGN BUILD COMPONENTS INCLUDING CANOPIES, BALCONIES, SOILS REPORT REFERENCE: GEODESIGN INC. DATED MAY 19, 2016 STRENGTH METHOD, MASONRY UNITS SHALL BE CHOSEN IN ACCORDANCE WITH TABLEttEd PROff LIVE LOAD DEFLECTION L/360 COLD FORM STEEL FRAMING, TEMPORARY SHORING, CURTAIN WALL SYSTEMS, SKYLIGHT 2105. 2. 2. 1. 2 OF THE OREGON STRUCTURAL SPECIALTY CODE. ti5� MBI ''% TOTAL LOAD DEFLECTION L/240 FRAMES, PREFABRICATED STAIR SYSTEMS, EXTERIOR CLADDING, AND PRE-ENGINEERED CONCRETE w it fr. SYSTEM SHALL INCLUDE THE DESIGNING PROFESSIONAL ENGINEER' S STAMP, STATE OF UNLESS NOTED OTHERWISE, PROVIDE THE FOLLOWING REINFORCEMENT: 0"' 44 ENVIRONMENTAL LOADS WASHINGTON AND SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO REVIEW r _i, SNOW Ce=1. 0, Is=1. 0, Ct=1. 1, Pg=20 PSF 18. CONCRETE SHALL BE MIXED, PROPORTIONED CONVEYED AND PLACED IN ACCORDANCE '' WIND GC i-0. 18, 110 MPH, RISK CATEGORY I I, EXPOSURE "B : 8" PARTIAL GROUT #5@48"oc VERT. (2) #5@48"oc HORZ. p ty0 ,�o P - WITH ACI 301. STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS: DESIGN OF THE BUILDING. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE # " " " -�! �S EARTHQUAKE . ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON STAIR/ELEV. WALLS : 8 SOLID GROUTED #5@24 oc VERT. (2) #5@48 ac HORZ. °L,�Z E 84 LATERAL SYSTEM: SPECIAL REINOFRCED CONCRETE/MASONRY SHEARWALLS ARCHITECTURAL OR STRUCTURAL DRAWINGS. SHOP DRAWINGS SHALL INDICATE MEMBER TYPE/CONSTRUCTION STRENGTH TEST MAX MAX AIR SITE CLASS=D, Ss=O. 97, Sds=0. 72, S1=0. 42, SDI=0. 44, MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE. DESIGN F' C AGE AGG W/C CONT. ADD (2) #6 VERT. AT ALL WALL CORNERS, INTERSECTIONS AND EDGES OF OPNGS. ADD 'EXPIRATION DA 12/31/20X71 SDC D, Ie=1. 0, R=5. 0 -PSI- -DAYS- -INCH- RATIO (2) #6 HORZ. AT ALL FLOOR LEVELS W/ #6 x za' AT EA HORIZONTAL AT CORNERS. SEE PLANS FOR ADDITIONAL LOADING CRITERIA CALCULATIONS SHALL BE MADE AVAILABLE UPON REQUEST. za'� INI SLABS ON GRADE 3000 28 1 . 45 5DRAWN: 13. EXTERIOR CLADDING PANELS AND CONNECTIONS SHALL BE DESIGNED BY THE FOOTINGS 4000 28 1 . 50 -- IN ADDITION, PROVIDE ( 1) #5 VERT. AT EACH SIDE OF OPENINGS, AT WALL RJ 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL AND MANUFACTURER FOR LOADING PRESCRIBED BY THE APPLICABLE BUILDING CODE IN BASEMENT WALLS 4000 28 1 . 50 -- CORNERS AND INTERSECTIONS AND AT FREE ENDS OF WALLS AND (2) #4 HORIZ. AT DESIGN: STRUCTURAL STEEL DRAWINGS FOR BIDDING AND CONSTRUCTION. ARCHITECTURAL ADDITION TO THE LOADS CONDITIONS SHOWN ON THE PLANS. MANUFACTURER SHALL COLUMNS AND SHEAR WALLS 4000 28 3/4 . 50 -- ELEVATED FLOOR AND ROOF LEVELS, AT TOPS OF WALLS AND ABOVE AND BELOW ALL RJA DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES FOUND AMONG SUBMIT DETAIL DRAWINGS AND CALCULATIONS BEARING THE STAMP AND SIGNATURE OF SLABS ON METAL DECK PER STEEL DESIGN DOCUMENTS OPENINGS. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAMS. CHECKED: THE DRAWINGS, THE SPECIFICATION THESE GENERAL NOTES AND THE SITE " RJA WHO SHALL CORRECT SUCH A REGISTERED STRUCTURAL ENGINEER STATE OF WASHINGTON. MANUFACTURER' S EXTEND REINFORCEMENT AROUND OPENINGS 2' -0" BEYOND FACE OF OPENING. IF CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, APPROVED: ENGINEER SHALL BE RESPONSIBLE FOR DESIGN CODE CONFORMANCE, AND CONNECTION MIX DESIGN NOTES: 2' -0" IS UNAVAILABLE EXTEND AS FAR AS POSSIBLE AND HOOK. PROVIDE CORNER DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER OF EXTERIOR CLADDING PANELS TO BASIC STRUCTURE. ENGINEER OF RECORD TAKES BARS TO LAP HORIZONTAL REINFORCING AT CORNERS AND INTERSECTIONS. LAP ABB DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR' S NO RESPONSIBILITY FOR PRODUCT DESIGN, MANUFACTURE, DELIVERY AND HANDLING, A. W/C RATIO: WATER-CEMENTITIOUS MATERIAL RATIOS SHALL BE BASED ON THE ALL REINFORCING STEEL 48 BAR DIAMETERS OR 24" MINIMUM. AT ALL STEEL BEAM RISK. OR CONNECTION TO BASIC STRUCTURE. SHOP DRAWINGS SHALL BEAR THE REVIEW TOTAL WEIGHT OF CEMENTITIOUS MATERIALS. RATIOS NOT NOTED IN TABLE ABOVE BEARING LOCATIONS PROVIDE MIN. 4' -0" LONG BOND BEAM w/ (2) #5 BOT. 4. PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND STAMP OF THE DESIGNING ENGINEER' S FIRM PRIOR TO REVIEW BY THE ENGINEER OF ARE CONTROLLED BY STRENGTH REQUIREMENTS. CENTERED BELOW STEEL BEAM. DETAILS SHALL BE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. VERTICAL RECORD. ALL NECESSARY BRACING, TIES, ANCHORAGE, DISTRIBUTION MEMBERS, AND B. CEMENTITIOUS CONTENT: THE USE OF FLY ASH, OTHER POZZOLANS, SILICA FUME, ■ma SIMILAR ELEMENTS SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE WITH OR SLAG SHALL CONFORM TO ACI 301 SEC 4. 2. 2. 8. B. FOR CONCRETE USED IN FILL ALL CELLS CONTAINING REINFORCEMENT OR EMBEDDED ITEMS AND ALL CELLS REVISIONS: DIMENSION CONTROL IS DEFINED BY THE ARCHITECTURAL WALL SECTIONS, BUILDING SECTION, AND PLANS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL SUBMITTED DRAWINGS AND CALCULATIONS. ELEVATED FLOORS, PORTLAND CEMENT CONTENT SHALL CONFORM TO ACI 301 SEC BELOW GRADE WITH GROUT. PROVIDE CLEANOUT HOLES AT BOTTOM OF ALL CELLS 4. 2. 2. 1. ACCEPTANCE OF LOWER CEMENT CONTENT IS CONTINGENT ON PROVIDING A Permit Response Nov. 2, 2016 ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH CONTAINING REINFORCEMENT FOR ALL GROUT POURS OVER 5 FEET IN HEIGHT. UNITS ARCHITECTURAL AND STRUCTURAL DRAWINGS. SUPPORTING DATA TO THE ENGINEER FOR REVIEW AND ACCEPTANCE. MAY BE LAID TO THE FULL HEIGHT OF THE GROUT POUR AND GROUT SHALL BE PLACED QUALITY ASSURANCE C. AIR CONTENT SHALL CONFORM TO ACI 301 SEC 4. 2. 2. 4. HORIZONTAL EXTERIOR IN A CONTINUOUS POUR IN GROUT LIFTS NOT EXCEEDING 5 FEET. ALL PREPARATION Permit Response 2 Nov, 16 2016 SURFACES, IN CONTACT WITH THE SOIL REQUIRE ENTRAINED AIR. USE "MODERATE AND PLACING OF MASONRY SHALL CONFORM TO SECTION 2104 OF THE OREGON Permit Response 3 Dec. 28, 2016 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE 14. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT EXPOSURE". VERTICAL EXTERIOR SURFACES REQUIRE "MODERATE EXPOSURE". STRUCTURAL SPECIALTY CODE AND TMS602 AC1530. 1 ASCE 6. METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE SPECIFICATIONS AND SECTIONS 110 AND 1705 OF THE OREGON STRUCTURAL / / TOLERANCE I S 1. 5 PERCENT. AIR R CONTENT SHALL BE MEASURED AT POINT OF Permit Response 4 Jan. 31, 2017 CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY SPECIALTY CODE BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, PLACEMENT. / REINFORCING STEEL SHALL CONFORM TO ASTM A615 ( INCLUDING SUPPLEMENT S1 AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING AND RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, D. SLUMP SHALL CONFORM TO ACI 301 SEC 4. 2. 2. 2. SLUMP SHALL BE DETERMINED GRADE 60, FY = 60, 000 PSI. ) © VE Revisions Feb. 15,2017 CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AT THE POINT OF PLACEMENT. OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, AND TEST RESULTS. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF E. CHLORIDE CONTENT SHALL CONFORM TO ACI 301 SEC 4. 2. 2. 6 AND TABLE 4. 2. 2. 6 SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO CONSTRUCTION IS REQUIRED UNLESS NOTED OTHERWISE. " e Basement Removal Nov. 9, 2017 THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. FOR "OTHER REINFORCED CONCRETE CONSTRUCTION . 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL STEEL FABRICATION AND ERECTION PER AISC 360 19. A CONCRETE PERFORMANCE MIX SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN COLD FORMED STEEL DECK CONSTRUCTION PER TABLE 1705. 2. 2 AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE CONSTRUCTION PER TABLE 1705. 3 CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE ACCORDANCE WITH THE PLANS. " CONFORM TO ASCE 37-02 "DESIGN LOADS ON MASONRY CONSTRUCTION PER TMS-11 TABLE 1. 19. 2 AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CEMENT APPROVAL: STRUCTURES DURING CONSTRUCTION". SOIL CONDITIONS, FILL PLACEMENT, AND DENSITY PER TABLE 1705. 6 RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH ACI 318, SECTION 5. 3. THE USE OF A PERFORMANCE MIX 7. CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE PERIODIC INSPECTION: INSPECTION SHALL BE PERFORMED AT INTERVALS NECESSARY REQUIRES BATCH PLANT INSPECTION, THE COST OF WHICH SHALL BE PAID BY THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR TO CONFIRM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH GENERAL CONTRACTOR. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENTS. INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT REQUIREMENT. CONTINUOUS INSPECTION: INSPECTOR SHALL BE ONSITE AND OBSERVE THE WORK DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR REQUIRING INSPECTION AT ALL TIMES THAT WORK IS PERFORMED. SPECIFIED PERFORMANCE. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO 15. UNLESS OTHERWISE NOTED, THE FOLLOWING ELEMENTS COMPRISE THE 20. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER OR STANDING WATER SHALL BE DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO SEISMIC-FORCE-RESISTING SYSTEM AND ARE SUBJECT TO SPECIAL INSPECTION FOR AIR-ENTRAINED WITH AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260, C494, REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ALL SEISMIC RESISTANCE IN ACCORDANCE WITH SECTION 1705. 11 OF THE OREGON AND C618. TOTAL AIR CONTENT FOR FROST-RESISTANT CONCRETE SHALL BE IN TYPICAL NOTES AND DETAILS SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED STRUCTURAL SPECIALTY CODE. ACCORDANCE WITH ACI 318, TABLE 4. 4. 1 MODERATE EXPOSURE, Fl. OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. WHERE TYPICAL A. COLD FORMED STEEL FRAMING REQUIRES PERIODIC INSPECTION OF WELDING, 21. REINFORCING STEEL SHALL CONFORM TO ASTM A6I5 ( INCLUDING SUPPLEMENT Sl), DETAILS ARE NOTED ON THE PLANS, THE SPECIFIED TYPICAL DETAIL SHALL BE SCREW ATTACHMENT, BOLTING, ANCHORING AND OTHER FASTENING OF COMPONENTS GRADE 60, FY = 60, 000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON USED. WHERE NO TYPICAL DETAIL IS NOTED, IT SHALL BE THE CONTRACTOR' S WITHIN THE SEISMIC FORCE RESISTING SYSTEM INCLUDING SHEAR WALLS, THE DRAWINGS SHALL BE GRADE 40, FY - - 40, 000 PSI. WELDED WIRE FABRIC SHALL RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE DIAPHRAGMS, BRACES AND HOLDOWNS. CONFORM TO ASTM A-185. PROVIDED OR REQUEST ADDITIONAL INFORMATION. THE CONTRACTOR SHALL SUBMIT ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED 16. STRUCTURAL OBSERVATION SHALL BE PERFORMED IN ACCORDANCE WITH SECTIONS PROJECT TITLE: CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION 1704. 5 OF THE OREGON STRUCTURAL SPECIALTY CODE FOR THE FOLLOWING BUILDING 22. DETAILING OF REINFORCING STEEL ( INCLUDING HOOKS AND BENDS) SHALL BE IN AND FIELD USE. ELEMENTS: ACCORDANCE WITH ACI 315-99 AND 318-11. LAP ALL CONTINUOUS REINFORCEMENT Storquest Self Storage #5 AND SMALLER 40 BAR DIAMETERS OR 2' -0" MINIMUM. PROVIDE CORNER BARS AT 9. ALL STRUCTURAL SYSTEMS, WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD SHEAR WALLS ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS #5 AND SMALLER 40 BAR New Self-Storage Facility ERECTED, SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, HOLDDOWNS DIAMETERS OR 2' -0" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS CONCRETE CONSTRUCTION ACCORDANCE WITH ACI 318-11, CLASS B. LAP ADJACENT MATS OF WELDED WIRE 12740 SW Pacific Ave PREPARED BY THE SUPPLIER. MASONRY CONSTRUCTION FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. Tigard, OR 97223 STRUCTURAL STEEL CONSTRUCTION 10. SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. THE CONTRACTOR SHALL PROVIDE THE ENGINEER OF RECORD ADEQUATE NOTICE TO SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. SCHEDULE APPROPRIATE SITE VISITS FOR STRUCTURAL OBSERVATION. METAL DECKING 23. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: EMI LIGHT GAUGE STRUCTURAL FRAMING STRUCTURAL OBSERVATION MEANS THE VISUAL OBSERVATION OF THE STRUCTURAL ARCHITECT: REINFORCING STEEL (FOR BOTH CONCRETE AND MASONRY CONSTRUCTION) SYSTEM, FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS, FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED Magellan Architecture STRUCTURAL STEEL AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE STRUCTURAL TO EARTH 3" 8383 158th Ave NE Suite 280 PRE--FABRICATED ASSEMBLIES ( INCLUDING PANELIZED SYSTEMS) SYSTEM. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGER) . . . 2" Redmond, A 98052 RESPONSIBILITY FOR THE INSPECTIONS REQUIRED BY SECTION 110, 1705, OR OTHER FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#5 BARS OR SMALLER). . 1-1/2" CONTRACTOR SHALL SUBMIT WALL ELEVATION DRAWINGS OF AT LEAST 1/8" = 1' -0" SECTIONS OF THE OREGON STRUCTURAL SPECIALTY CODE. COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 1-1/2" PH 425.885.4300 FX 425.885.4303 SCALE INDICATING LOCATIONS OF CONNECTION EMBEDMENT' S AND WALL OPENINGS FOR THE OWNER SHALL EMPLOY THE ENGINEER OR ARCHITECT RESPONSIBLE FOR THE SLABS AND WALLS ( INT. FACE). . . GREATER OF BAR DIAMETER PLUS 1/8" OR 3/4" REVIEW PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE WALL ELEVATION STRUCTURAL DESIGN, TO PERFORM STRUCTURAL OBSERVATION. OBSERVED DRAWINGS WITH REINFORCEMENT SHOP DRAWINGS. 24. CAST-IN-PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER' S REPRESENTATIVE, DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE ISSUE: APPROVED SETS OF ALL SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE BUILDING SPECIAL INSPECTOR, CONTRACTOR, AND THE BUILDING OFFICIAL. THE STRUCTURAL MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL DEPARTMENT. OBSERVER SHALL SUBMIT TO THE BUILDING OFFICIAL A WRITTEN STATEMENT THAT OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL PERMIT THE SITE VISITS HAVE BEEN MADE AND IDENTIFYING ANY REPORTED DEFICIENCIES GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER WHICH, TO THE BEST OF THE STRUCTURAL OBSERVER' S KNOWLEDGE, HAVE NOT BEEN FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST-IN-PLACE AND 11. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE RESOLVED. PRECAST. SHEET TITLE: ENGINEER OF RECORD, THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. G E OTEC H N CAL General CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF 25. NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER' S PUBLISHED Structural METHODS, TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCTION, AND ALL 17. FOUNDATION NOTES: SUBGRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL COMPACTION, AND FILLING REQUIREMENTS, SHALL CONFORM STRICTLY WITH ON WHICH IT IS PLACED (3000 PSI MINIMUM). Notes INCLUDE A REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARKED AND RECOMMENDATIONS GIVEN IN THE SOILS REPORT OR AS DIRECTED BY THE SOILS RETURNED WITHIN TWO WEEKS OF RECEIPT WITH A NOTATION INDICATING THAT THE ENGINEER. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH OR COMPACTED SCALE: SUBMITTAL HAS BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF STRUCTURAL. FILL AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. 26. MECHANICAL SPLICING OF REINFORCING BARS, WHERE INDICATED ON THE DRAWINGS, None SHALL BE BY AN ICC-ES APPROVED SYSTEM (SUCH AS LENTON, FOX-HOWLETT, ETC. ) DATE: THE BUILDING. THE SUBMITTED ITEMS SHALL NOT BE INSTALLED UNTIL THEY HAVE FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS (OR IN DETAILS) ARE MINIMUM AND AND SHALL DEVELOP 125% OF THE SPECIFIED YIELD STRENGTH OF THE BARS. August 25, 2016 BEEN APPROVED BY THE BUILDING OFFICIAL. FOR GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED SPLICE LOCATIONS OF ALTERNATE BARS SHALL BE OFFSET BY A DISTANCE WHICH PROJECT NO: BY THE CONTRACTOR IN THE FIELD WORKING WITH THE TESTING LAB AND SOILS CONFORMS TO THE ICC-ES REPORT OF THE SPLICE USED. REFER TO THE STRUCTURAL 02257-2015-03 ENGINEER. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING GRANULAR PLANS FOR LIMITATIONS ON PLACEMENT OF MECHANICAL SPLICES. SHEET NO: FILL AND PROVIDE FOR SUBSURFACE DRAINAGE AS NOTED IN THE SOILS REPORT. 445 ml • mi NO: OF SHEETS: Elp 0 6 �� 9 �� 11 (1 ) ® 140 16 (.,- ,,,,,8 16 20 • o A F24x12 9/53.1 ' 12/53.2 > %Lit12/53.2 ' NGI E R NG ® r \. A r1 IF 1r- -Ir- fir" 1 r-- -- - • I I I , I i �� r -ir N� r r- r r r I 2124 Third Avenue Suite 100 Seattle,WA 98121 I ! 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I r- N 'I r ; 1..._. try LLQ- J L s I I I I i I A Permit Response 2 Nov. 16,2016 X N`�� IF6.0 L r- • I J T I I F20x12 ' I AL Permit Response 3 Dec.28,2016 CJ _ -y _ STEEL HEADER _ I I I I _ I 11 i I l I I i I - l L_4 ___J _ - BY OTHERS I I I I I0 e Permit Response 4 Jan.31,2017 L, r J r F,5 .FF3.7 1 I i 1 I'° -- 1- 1 �` �-1- - L - -- --a--I- -1 -1----1-- - -1-1- r - .-- .� _ _ ._.- _.L I. _ _-1--I 1 J L_ J I � � - (� -r �' © VE Revisions Feb. 15,2D17 I I i r F20x12 I I _ F20x12 -___ K A Basement Removal Nov. 9,2017 K4 L E rF4.5--I-4J3.0 -ll F3.0 I - _ F7.0 ^ F -- -t 4- r �� _.-_ -__ I I r 3 2/54.11 I F3.0 I F46x12 F24x12 I 1 LL3__ __L,3__F_4x12 __ 1___� 11 I I I F2.02(121 2_ __. ® I .1 � �,.. r: APPROVAL: r r----I --z I I i i i I { � LF6�tfi - - -163,14.._J _- I----- O -1 N r i L �, I XI , ��II.I.I�,,Yirl.rl��\al.'. : I- REINF. AROUND OPNGS. X 1 r I I .7< i c r -- N - 8" MASONRY WALL FULL ``I - - � I L-- J IN CONC. WALL PER I I I x x x XTT x -T I F20K12 I I F20ic12 F3.0 0 0 l 0 0 0 I 8/53.1 TYP. c. I HEIGHT TYP. AT ELEVAT)R I rF46x12� t_ J L _.r--1 TS FR OEt�. sTrUCT. 0._/. .r.- _t_r_ i �- 0 - �� r 1 r --L J I I 10/ 3 � 6x12 I I i i N I I I I p NOTES, SIE 6/S4.1 FOR I I ¢ 7 I I I it_ _._... t-t._ _ _ __ L_ __i_ ._LI_ - WAI I BR, CTNG�LFi 00 5. I r _ -1 --..-- -_1_ _- - --- -1-•+- --� 5 1 F2012 I 1 F20 X12 F3.0 BRACINSEE G ATD ROOF.R WALL I I L-__F. .O - --J L s _ - 11 a 0 _ r J 1 ! II 1 , - �- 1 f - - I "'I I 1 I I I I - --J LF24x12 . 0 1 I f ! -" 4/53.1 TYP. I I STE COLUMN -r--- -1: �' L F20 12 i L F20(12 s F3.0 0 1 I I i BY ERS rF46x12 ® CORNER O NI E.1 I .-- 4 11 i ,� If- , r -1_-_.] I I I L_ .�- -... .__.. I 11 F3.7 I J I I II 1 s3.2 _1("N I liilYlrllirWlYlrrWalllil�IlYl IIiLY11IlYYiIIY I I 1 S4.1 I I I 1 -Z_r Z I I I V F46 '12 / I 1 F3.0 I I f - --- , �4.5 j F4.5 F4.5 � ---- ----71 2Ox12 I __ J L_ ___1 L____1 L___ __1 L.__. i_ ____i __ J 1 <12/54.1 F3.7 L _ __J L _ S �_ _� [ II LL JR , �►• a fi,...........................� ..................+ . ........ ......., H ' _ __v �. -.. _ r 7 �- - `� F24x12 STEEL HEADER r Z_1 Z J L1 J "' �� x L r---^ --- N1 4/S3.2 TYP. CO I ; 2/s4.1 BY OTHERS 2/s3.2 I Storquest Self Storage � I I I I INTERSECTION I I ; IN Footing Schedule New Self-Storage Facility u_ i L----;--- -1 I F20x12 1_ I I g II Q 1 yYIYWWYiYYIrliNilYYlYlil'iliWlillililililllLllhYYIWYiYII L 1 J - II i I 1 1 1 Mark Size Reinforcing 12740 SW Pacific Ave F46x12 I I I " Tigard, OR 97223 �., 10 CONC. " • I ^ : , I � WALL F20x12 1'-8"w x 12 dp (2)#4 BOT. LONGIT. F3.7 F3.7 F3.7 I 1/53.2 CONTINUOUS 5 0 12"oc TRANSV. # N I r-1 r- 1 r--L _F20x12 __I �� I L_J L_ _I L_s -- - - , NIR R 2'-0"w x 12"dp (3)#4 BOT. LONGIT. I I N �� ' F24x12 CONTINUOUS #5 0 12"oc TRANSV. moo 2/x4.1 '- ARCHITECT: ____ _ I v F3.3�S�-` 4 F28x12 2'-4"w x 12"dp (3)#4 BOT. LONGIT. Magellan Architecture S 1 .... yI i - _ i � '/^'-'( -. - S CONTINUOUS #5 0 12"oc TRANSV. 8383 158th Ave NE Suite 280 2/S4.1 F24x12 i�+ " Redmond, WA 98052 4/54.1 TYP. i ��' F34x12 2'-10"w x 12"dp (3)#4 BOT. LONGIT. 5/S3.2 / : � CONTINUOUS #5 0 12"oc TRANSV. PH 425.885.4300 0 CORNER 'I F4.0 << - 5F4.0 .. . - FX 425.885.4303 L--5 L- J / T.- 10" CONC. � ____ __ ^' F46x12 3'-10"w x 12"dp (3)#5 BOT. LONGIT. WALL F24x121"-'- r� CONTINUOUS #6 0 12"oc TRANSV. f, 1/S3.2 i ISSUE: 0 8 SIM. 2 3 4 5 Cf.) C.7 8 9 10 1 12 13 14 15 16 17 18 19 20 (,_.--;._ 21 ' 22 F3'0 3'-0"s x 12"d ISOLATED P (3)#5 E.W. BOT. PERMIT Plan Notes Legend First Floor Foundation PlanF33 3'-4"sq x 12"dp (3)#5 E.W. BOT. SHEET ISOLATED „ = 1 1-0„ 1. DO NOT SCALE DRAWINGS. REFER ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. __F_x_,r F-.- 3 32 13-8" a IF3.7 sq x 12"dp (4)#5 E.W. BOT. Foundation - COLUMN BY OTHERS 2. THE BOTTOM OF ALL NEW EXTERIOR FOOTINGS SHALL BE 18" MINIMUM BELOW GRADE. -1--Th - --z 1 I ISOLATED Plan FOOTINGS PER SCHEDULE 4'-O"sq x 12"dp4 5 E.W. BOT. 3. CENTER ALL FOOTINGS UNDER BEARING WALLS AND COLUMNS UNLESS NOTED OTHERWISE. F4.0 ISOLATED ( )# •• COLUMN BELOW BY OTHERS SCALE: 4. TYPICAL FIRST FLOOR SLAB ON GRADE SHALL BE 5" MINIMUM THICKNESS. REINFORCE 3/32 = 11-011 U.N.O. WITH #3 � 16"0C EACH WAY CENTERED IN SLAB. PROVIDE SAND AND VAPOR BARRIER 8" CMU WALL ABOVE REINF. PER F4 5 4'-6"sq x 12"dp (4)#5 E.W. BOT. DATE: GENERAL STRUCTURAL NOTES ISOLATED August 25, 2016 BELOW SLAB PER ARCHITECTURAL DRAWINGS OVER IMPORTED DURABLE GRANULARPROJECT NO: MATERIAL PER GEOTECHNICAL REPORT COMPACTED TO AT LEAST 95 PERCENT MOD. _ 8" CONCRETE WALL (U.N.O.) ABOVE REINF. PER " " 02257-2015-03 GENERAL STRUCTURAL NOTES TYP. U.N.O. F6.0 6-0 sq x 14 dp (5)#6 E.W. BOT. PROVIDE CONTROL OR CONSTRUCTION JOINTS PER 12/53.1. ISOLATED SHEET NO: CMU or CONCRETE WALL BELOW 5. REFER GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. 7'-O"s x 16"d STEP IN ELEVATION PER ARCH. F7.0 q P (6)#6 E.W. BOT. ISOLATEDS2 1 r- CHANGE IN SLOPE PER ARCH. • Lx MASONRY LINTEL PER SCHEDULE 12/S4.1 NO: OF SHEETS: Cil0 STRUCTURAL ENGINEERING 1'-0" 2124 Third Avenue-Suite loo-Seattle,WA 98121 p: 2o6-443.6212 ssfengi nee rs.com ,f- - ,r - CORNER BARS TO CORNER BARS TO 934 Broadway -Tacoma, WA gS4o� CORNER BARS TO MATCH CROSS WALL CORNER BARS TO MATCH CROSS WALL 9 z5Broa947fl ssfengineers.com �, CONCRETE WALL MATCH EXTERIOR HORIZ. REINF. MATCH HORIZ. REINF. \ HORIZ. REINF. HORIZ. REINF. (alt. hooks) d ADD DIAGONAL IN WALL Copyright 2017 Swenson Say Faget All Rights Reserved E `k3 t TO MATCH WALL REINF.• vT - I ##/. •- •1 PA• .. i i. . ,ki \ \ 7' 6 /-) \\ CS .I. . 1* 141 ._..) )V6 6 4 IN#'• _1 , .. .. . : . , J\ , !y_ .eviii, / `�� ' �/` , •\*;* * . . \ ADDITIONAL c TYP. CORNER \ ADDITIONAL � c TYP. CORNER OREGON PIPE SLEEVESj� •` ` Of♦ • o AS REQD. , �� 1 R .A VERT. BARS BARS: 24 VERT. BARS BARS: 24 -r4 G<y 08 Zo S ./4+�'` _ — E;�, __ �\ ® ` ` NORMAL EDDYING .�, y. ,� . , , I f1FIRA1IC1 DALE 12/31/2017I •Qty` U '/.1 $V1 \. REINFORCING ♦♦J�`�`♦�1♦/♦,��`+`♦�4.D�' r , _ + - .N., . • t' ♦�, a I '*'/ f* •. , ` CROSS WALL CROSS WALL 1♦ �.+ ,.' ;; , IIS✓l + '/ ♦ ♦ ♦�`♦� DRAWN: % '1'r ` ♦ ♦,♦* /V* \ 1'-6" �• -'.' V, ' LINE OF EXCAVATION ,��` ��♦ �`\ - � // - - -_ ,� RJ . * ` 4 •� AA \f � k4 \A 1 '4A V+ -�' f' 1•Ni ` /***`� ` j� DESIGN: „ ‘ ADD BARS TO j�'♦. ♦♦ �. RJA 2'-0" min. EXCAVATION NOT MATCH NORMAL \4\♦Q�♦♦��♦,`J` CHECKED: ALLOWED BELOW REINFORCING /O / RJA THIS LINE Double Curtain Single Curtain APPROVED: ABB Pipe and Trench Locations 1 Typical Stepped Footing Typical Corner Bars at Concrete Walls and Footings 4 _ 2REVISIONS: ePermit Response Nov. 2, 2016 APermit Response 2 Nov. 16,2016 A Permit Response 3 Dec. 28,2016 #3 x © AND L TIES MI #3 TIES © 8"oc WHEN DEPTH @ 6"oc (when pier width OF HDR. IS LESS THAN 24": A Permit Response 4 )an.31,2017 exceeds 24" use normal REINF. PER GEN. NOTES W/ horizontal reinforcement) Pier Section STD. HOOK TOP & BOT. A vE Revisions Feb. 15, 2017 OTHERWISE e ' Basement Removal Nov. 9, 2017 7 : . ••-.„ (2) # 5 AT TOP OF Notes: CONCRETE WALL WALL OR HEADER Ems ,•y / . . \ 1. REINFORCING SHOWN IS MINIMUM. SEE APPROVAL: PLANS AND WALL ELEVATIONS FOR ANY . . ` .� 1 \ (2}#5 x 4'-0" DIAGONAL ADDITIONAL REQUIRED REINFORCING. FLOOR DECK BEYOND - AT EACH CORNER - — — — _1/_ \ \ PROVIDE STDHOOKS AT 2. PROVIDE FOR ANY OPENING SIX SQUARE OFEET OR LARGER UNLESS OTHERWISE NOTED pier ENDS OF ALL HORIZ. REINF. ON PLANS, ELEVATIONS, OR DETAILS. CJS width • i. AT WALL ENDS 2"clr. #7 6"oc HORIZ. I.F. 3. AT PIERS < 12" WIDE, PROVIDE #3 TIES . - ,, ,/ - - (2)#5 AROUND OPENINGS. @ 3"oc AND EXTEND l'-0" ABOVE AND c TYP. VERT. REINF. 2 5 AT CENTERLINE . : EXTEND BARS 2'-0" BEYOND BELOW LARGEST OPENING ---- -- O# /. - \ OPENING OF PIER. (omit at .\ piers 12" wide or less) - FOR CALLOUTS PROJECT TITLE: IN COMMON REFER 12/S3.2 Storquest Self Storage Q New Self-Storage Facility 5 Section Through Stack Openin6g Typical Opening Reinforcing at Concrete Walls V 12740 SW Pacific Ave 9 p 9 Yp p 9 9 Tigard, OR 97223 Table GROUT CELLS W/ DOWEL Mr 8" CMU WALL, REINF. Slab Dowel Dowel Depth Size Spacing nom REINF. & PROVIDE BOND PER GEN. NOTES ARCHITECT: BEAM @ TOP 5"-6" 3/4"O x14" 12"oc Magellan Architecture 8" CONCRETE WALL 24 • �, REINFORCE W/ #5 ® 12"oc #4 x �� ® 12"oc 7"-8" 1„0 x16” 12"oc 8383 158th Ave NE Suite 280 �, VERT. CENTERED IN WALL 'et, po •i.• .0:`,,�: 11/4" " Redmond, WA 98052 & #4 © 12"oc HORIZ. (1)#4 EACH NOSE 9N-11N x18 12 oc i H 425.885.4300 •• • • � ♦ ��♦�� ♦� SECOND POUR FIRST POUR FX 425.885.4303 0 SLAB ON GRADE • ' • �. SEE PLAN FOR SLAB << )( )> PER PLAN �'• THICKNESS AND PROVIDE GREASED SMOOTH finishedgrade varies a a . •,- • �• ISSUE: REINFORCING (typ.) 1/8" PRE-MOLDED CONT. MASTIC SEE PLAN FOR SLAB DOWEL PER TABLE ABOVE ♦•r�4�� ii .I° ' ''::::'-::- . ::-1 JOINT STRIP. (joint may be saw THICKNESS AND CENTERED © CONSTRUCTION PERMIT • `1 `�� •�.."' p \i . '�' o :� cut at contractor's option) REINFORCING (typ.) JOINT i , / — 10k `,5 \ _ � j♦,♦♦� �j♦� . ..,. ..,.�.... ... .. .z, ` 4 ® 12"oc EA. WAY 41 J cp z �/ � .TI• f 'lit`WS 'I• .I .I V4/ # . 1l ♦ - - • - SHEET TITLE: I •/\1♦�/\1*1 ) # S*A / •4" 1 r �J I• f• /• L• I,i y i • I• Is I,• I I:r I• / I•• I• I• I• I• /• I•• I� 17 1• 'I.'• I• It• L• / � �O`�I I ��/'� /� /� .,�.../...�.../...�.ti.�...�.�.�.�.�..�•.,. .�.. ..:,�.'N,�..,�..,�: PLACE REINFORCING .,�.. r�.r.,,/�.r,. ,/...! ,.�'..,.. .,at .,,��.�,�.,.�'...... '. +♦♦ }~♦` V ♦��♦� i _ -i •I• L• • I• i 'I+. I• I• s f• I• t f:• •I•i �� I• I• I• 11", Y eli L•"'I I• a I• I Concrete 7.rl ✓ I.1 ✓,.. E .�.,,�x...,. t.� 4��. "� � / . ,. r �` + �/� WITHIN TOP z OF SLAB � I�, '> '`!/ � � � 1 a ♦(/ - '*, \' *e se -<s fW .c�!i�0.` A. + QUO+ `!��'� \Ali . . . Details _® REINF. PER PLANy♦� ♦+ • �♦ ,� ;. ' , (2)#4 BOTTOM +S ".4./.4?.4.<-• \i' , ,� `. SCALE: — _ � mom � � � TERMINATE EVERY PLASTIC VAPOR BARRIER�, � ♦.' *. 344 - i -o U.N.O. . v, -/, K � • ♦� ♦� EXACT CONFIGURATION OF STAIR OTHER BAR AT JOINT PROVIDE CONTROL OR CONSTRUCTION AND COMPACTED GRANULAR DATE: 2 .4,0,•,, '. `- (including tread and riser dimensions) JOINTS IN SLABS ON GRADE TO BREAK FILL PER PLAN August 25, 2016 � per plan,, • ♦�fA 6• PER ARCH. DRAWINGS PLASTIC VAPOR BARRIER UP SLAB INTO RECTANGULAR AREAS PROJECT NO: �d1�• -.4---,L,' AND COMPACTED GRANULAR OF 250 SQUARE FEET OR LESS. AREAS 02257 2015-03 ` -/ TO BE APPROX. SQUARE AND HAVE NO SHEET NO: FOOTINGS SHALL BEAR ON • • f Q•f FILL PER PIAN FIRM UNDISTURBED, NATIVE 'W.-J., A. Control Joint ACUTE ANGLES. JOINT LOCATIONS TO Construction Joint SOILS OR STRUCTURAL FILL BE APPROVED BY THE ARCHITECT. ABOVE FIRM NATIVE SOILS, EXTEND STRUCTURAL FILL BEYOND 1 EDGE OF FOOTING AS SHOWN S3 • Exterior Concrete Wall Footing Yp YP 9 Typical Stair On Grade 1 o Typical Slab Joints 1 2 NO: OF SHEETS: 8" y fr " 0 rNRGUINCETEURRAINLG10 ® sim. col. & ftg. 2124 Third Avenue-Suite loo-Seattle,WA 98121 I � p: zo6.443.6212 ssfengineers.com CONCRETE WALL - I \ REINFORCE W/ I I 934 Broadway -Tacoma, WA 98402m „ � � I I _. COLUMN BY OTHERS p: 253.284.9470 ss engineers.co #5 © 12ocLW d I I Copyright 2017 Swenson Say Faget-All Rights Reserved CENTERED a SLAB ON GRADE I I BASE PLATE PER BY OTHERS PER PLAN S1RUCT DOWELS TO MATCH c 3" I I 03) PROF WALL VERTS. SLAB ON GRADE typ. i i GROUT POCKET AFTER vti�' AG1. fo (alt. hooks) PER PLAN (typ.) <v{ COLUMN INSTALLATION - : •E T. . • . \ I.,-, finished grade varies I � i �� iro *-e ..V .&• G. tj** • •Ps �� • r, • . .e ¢�5 �//j /l ' */�/I r +/*/ ...�....(...... ,,,. ,�-. •4 ,.,. ti.,.�.:...�,.... .: ��z� Z a , '� �`ias/ ♦/�D .+,� - ; ;r - /S Dpi k II EXPIRATION DA112/31/ 71 °' ' . _� -9 ; REINF. PER PLAN tifiy4,4**�.�� , ;', DRAWN:\ a �`�� FOOTING SIZE AND + .� ,f,Ir�, Ai.� �� f ' R3 F /: ‘1\i\ �f` � /, :�� REINF. PER FOOTING , • j `,/ /+ DESIGN: .- ,_ , , e . SCHEDULE 2 .‘.:46 + RJA " �/ " PER PLAN. ,f r jj��,3•�/ � PER •LAN �/4 #' '4' . �, ,� CHECKED: * ;,4. %. .`/.GO. �*.4 l e eA1 rf'e eV?* R.JA FOOTINGS SHALL BEAR ON ,,� FOOTINGS SHALL BEAR ON -may ; , �'�� *' N V /STURBED, NATIVE /�/ , , ��$$$ 2 FIRM UNDISTURBED, NATIVE 1 �\-4� \ 1 APPROVED: SOILS ORISTRUCTURAL FILL ~/� � I��/r 1g`. SOILS OR STRUCTURAL FILL ABB ABOVE FIRM NATIVE SOILS, ABOVE FIRM NATIVE SOILS, EXTEND STRUCTURAL FILL BEYOND EXTEND STRUCTURAL FILL BEYOND EDGE OF FOOTING AS SHOWN EDGE OF FOOTING AS SHOWN • T ical Exterior Concrete Wall Footing 1 Typical Thickened Interior Footing 2 3 4 REVISIONS: Typical a Permit Response Nov. 2, 2016 APermit Response 2 Nov. 16, 2016 COL., WALL & FTC. A Permit Response 3 Dec. 28,2016 A Permit Response 4 Jan.31,2017 I I = COL. BY OTHERS 1 1 I A VE Revisions Feb. 15,2017 X' !Y A Basement Removal Nov. 9,2017 c cn CD_ I = ` l . n/�/ APPROVAL: .---1--, -c, .-.* k .441. 10" WALL W/ ADDL. SLAB ON GRADE . (4)#5 x VERT. ® COL. —+-- ♦ �`♦ LOC. & #3 x @ 6"oc _ PER PLAN ��r/♦ l4 i,1 W (3 43 x IN PIPE SLEEVESNe TOP 5" OF WALL AS READ. `/lt I �/ ' ''',010,-0104gotres,#steig 4.* .A c:, v./ #,7 L.S4 ink kte* • Ny- •/. . -,0js/(04. V� I /`. A. FOOTING SIZE & �/� `• •��•��♦ �•♦ -,�I,„, ., •*•/&#. • •• - '- --r— • • ' A/. , II�RI/ +` + . 1 - �!\ ``% * * �f/ REINF. PER PLAN ` �/�./ ***/'#****** 1/' ' • ' #'f/1�♦/f��*`min./--# ; `\ �` ``1�� /`4r ;4��/``e ;•/ 2'-O" min. , EXCAVATION NOT j ' ) + A VvV) ALLOWED BELOW I'� ��W.VA. . THIS LINE/ �� ` 2 Pmm ROJECT TITLE: FOOTINGS SHALL BEAR ON s �i 1 ,l1/` FIRM UNDISTURBED, NATIVE / 'OfI` 'I r/.,Iv cr* SOILS OR STRUCTURAL FILL <� 44 * *` , ` �� '��1��/��`?��` Storquest Self Storage ABOVE FIRM NATIVE SOILS, •? New Self-Storage Facility EXTEND STRUCTURAL FILL BEYOND 9 EDGE OF FOOTING AS SHOWN Exterior Wall @ Column 5 Pipe and Trench Locations b 7 8 12740 SW Pacific Ave Tigard, OR 97223 _ DOWEL TO MATCH CMU VERT. e i EXTEND 2'-0" INTO CONC. ir „ 8” CMU WALL ABOVE WALL BELOW + CMU WALL 8" CMU WALL, REINF. • • 8 CMU WALL, REINF. REINF. PER GENERAL - ABOVE Er PER GEN. NOTES PER GEN, NOTES x Imo ci. NOTES A x iv 2 ,_ L ARCHITECT: X I x 2a finished grade varies �- finished grade varies a #4 x 24l ® 18"oc o Magellan Architecture ' •/ � ' 8383 158th Ave NE Suite 280 I // 8 CONCRETE WALL / /' 8" CONCRETE WALL " w REINFORCE W/ 5 ® 12„oc Redmond, WA 98052 • . A -� - ,& REINFORCE W/ #5 © 12 oc / - # PH 425.885.4300 --BENTONITE WATERSTOP //• VERT. CENTERED IN1 A • ,./., VERT. CENTERED IN WALL rl,,� ,r! ,.� ,� �; � PER ARCH. DWG S. ,�.r � _ m ' & #4 ® 12 oc HORIZ. �I/\�t f & #4 ® 12 ac HORIZ. FX 425.885.4303 �ti!/ � ' O'r� \• \• • ��r/� SLAB ON GRADE ¢ + • SLAB ON GRADE ELEVATOR PIT _ Ni• I55UE: ♦ PER PLAN U � \ ��N PER PLAN VERIFY SIZE & / Lii / DEPTH W/ ARCH.`` `�/� • DRAWINGS . ' 1 PERMIT 1//• ,` ' #5 (� 12"oc HORIZ. CTRD. \ �� •/ I • �•/ �•as as required to 1'-6"sq x 1'-6"dp " `�, 1 facilitate wall forms c #5 x 12 oc VERT. CTRD. . 4 ■ it'SUMP, LOCATED PER y.,• amSHEET TITLE: 1N• (embed 7 into pit slab) ` ,N. i.,. :,. i.,. i,. i.,., ,,.'Norio. ,.,,. :,. ��4� �i.,# id.., i..� ,, %• i„ i.,. :.,. ELEVATOR MFG. / ,r. oef0- �t -040... ��. ,<.N r. ,r► '/I c� ., . • �� r ♦ ♦ 4 Concrete �/• * */ ` fid/ !e�i� /$4\,/\4,-N., r✓r- e ei it.. • ;--- 1y/ BENTONITE WATERSTOP "4-• F `f/ N//��//��lNIOf��N/1/ + / ` • �♦\* ` ♦1` .�. v +�� PER ARCH. DWG S. r , +` / I'�:�� S. /I f.A. '/'/\/�A Details b Nr.;.„ . — 0 .•--., • . ,,... m. (7) ----i . 4. ,'j f � , •, x #5 ® 12"oc TRANSVERSE I ri, #5 @ 12"oc TRANSVERSE s�: • ��/. i A ./,/l . o�� ♦1 * ,� 3/4„ = 11-o" U.N.O. \ .. � �• y/ • _ 8 �, �444/'�`��1S*. 2 5 LONGITUDINAL BOT. �y . /.:' '� '�`% • + . , •I".•/;, c, i*A.\\ \4+1 . ( ) # ` _ \' 4. *�� .\• ri ;` (2) #5 LONGITUDINAL BOT. DATE: August 25, 2016 / S `I�//�I�\O• � #5 12 oc E.W. :Ir• 1`� !.,�I� (3} #5 LONGITUDINAL TOP. /� / 3 5 LONGITUDINAL TOP. FOOTINGS SHALL BEAR ON + ��`��f�+ • `'./ I' , ,`�•\ 'y` •1 I �/ f• / �4 , -' { ) # PROJECT NO: FIRM UNDISTURBED NATIVE , ,�, 1�' 0��/, /�f; NOTE: PROVIDE MISC. . . ••� `•� fi► '�� •� ` � �+ �� GRADE Q2257-2015-03 „„v � `/ � ` *, 4. ..e.e-.4 FOOTINGS SHALL BEAR ON `8„ . 1'--8" . FOOTINGS SHALL BEAR ON -- 1 8"` . ' 8" /*' B1 / V BI SHEET NO: SOILS OR STRUCTURAL FILL , ' .`♦ 1 �� 1,�1\ ' + -�1 N NN* METALS AS REQUIRED BY �1• • 2 �1 2 CHANGE ABOVE FIRM NATIVE SOILS, ' / ��I /��4/ I 5 5 x f ® 12 oc r-/ s . . v` �i • I , ' ` ` # ELEVATOR MFR. FIRM UNDISTURBED NATIVE I FIRM UNDISTURBED NATIVE rI4 _c /` 6 MAX 1 -6 EXTEND STRUCTURAL FILL BEYOND SUMP SIDES SOILS OR STRUCTURAL FILL f'`` / /` I�� If� SOILS OR STRUCTURAL FILL //� ��//� �I' 4' MAX 1'-0' ` ~• ABOVE FIRM NATIVE SOILS, �' ~ ' EDGE OF FOOTING AS SHOWN ABOVE FIRM NATIVE SOILS, , (3)#5 E.W. BOTTOM EXTEND STRUCTURAL FILL BEYOND EXTEND STRUCTURAL FILL BEYOND S3 • 2 Typical Elevator Pit W/ S 1 0 EDGE OF FOOTING AS SHOWN Retaining Wall Footing @ Gridline 22 1 1 EDGE OF FOOTING AS SHOWN Retaining Wall Footing 1 2 Yp Sump NO: OF SHEETS: 0 STRUAL ENGINEERINGC1411111 CTUR 2124 Third Avenue-Suite aoo-Seattle,WA 98121 —k 1=h~ p: zo6.443.6212 ssfengineers.com x k ; k 934 Broadway -Tacoma, WA 98402 ii' x y x x la: 253.284.9470 ssfengineers.com ,� 8" CMU WALL, REINF. x x k mum PER GEN. NOTES CORNER BARS TO x k Copyright 2017 Swenson Say Faget-All Rights Reserved 8" CMU WALL, REINF. ; i DOWELS TO MATCH x x DOWELS TO MATCH PER GEN. NOTES — CMU VERT. REINF. MATCH CMU HORIZ. x x Is CMU VERT. REINF. (omit © sim.) 8" CONCRETE STEM WALL \L i (alt. hooks) • REINF. x�,• k AEU PROP (aft. hooks) L I REINF. PER 9/S3.1 , x k x F. + (omit sim.) SLAB ON GRADE F . I SLAB ON GRADE " " '` 5NGI foNP PLAN FINISHED GRADE VARIESPER PLAN k CMU BOND BEAMk k � E E..-1, PER Q REINF. PER GENERAL k Q • • J x x NOTES k . IPP el - x • • • •• *N+ i..r. ri r tib tikes ti-�_ x k x . �.�? 1 I.' ♦1 . /. /. ` 4 > s'' r —� k x ; 7 tAZE XXXXX XXYXX xXXXYX XXXYXX � XXXXX XXXX Q ,. . I c �. ;G ! I. ,,t r� `r#��f`♦1��1�i f'1, p k - - • I 1 111 DATE. 1211 3I 4 E 2 ` J ��/�/f� .,I `�'��, `�I xxxx�xxxxxx xxxxxxxxxxx �r �( +CVFViGY t r +//al of. `�� IK•4�31 xx xxxxxxx xx xxxxxx xxxxxx iG\ i`�/,.../, � '''... ,, ' II. ----. , . REINF. PER PLAN LAP 48db lk LAP 4Bdb DRAWN: plan REINFORCING PER PLAN .. '. _ t ��& RJ perRT. ��.` ,��...\ .,1�� AAODITIONAL T CORNER #5 VERT. ADDWALOLNAL #5 INTERSECTION DESIGN: RJA • Plan Plan per plan CHECKED: RA Typical Wall Reinforcment At Typical Wall Reinforcement At APPROVED: ABB Corner Intersection Interior Thickened Slab 1 Exterior Strip Footing 2 Typical Wall Reinforcement 4 .... REVISIONS: yp e Permit Response Nov. 2,2016 APermit Response 2 Nov. 16,2016 A Permit Response 3 Dec. 28,2016 • • "• A Permit Response 4 Jan. 31,2017 I • 0 A VE Revisions Feb. 15, 2017 8" CMU WALL. REINF. PER GENERAL NOTES a Basement Removal Nov. 9, 2017 0 #4 VERT. DOWELS @ 8"oc c LAP 2'-O" W/ TYP. VERT. REINF. COMPOSITE FLOOR DECK '� / AND REINF. BY OTHERS APPROVAL: r k , • , • , • 18' #4x -1,4,r @ 8"oc SECTION 3I10 jr r TOP REINF. WHERE . ME • ,,-t- ITL - ..: REQD. BY LINTEL SCHEDULE I' . � I DEPTH OF FULLY I� _ . - w i —IF..T GROUTED LINTEL ' [; -� PER SCHEDULE _ =J1. - s ; y EXTEND REINF. PAST . .. P _, i SHEAR REINF. WHERE SOLID GROUT ALL o OPENING 48db REQD. BY LINTEL ` �r Tl CELLS IN LINTEL 111 - - SCHEDULE T T & ALL CELLS W/ PROJECT TITLE: a REINF. �° Storquest Self Storage _ (1) 5 VERT. IN II A „ „ TYPICAL WALL BOND BEAM New Self-Storage Facility 5 Stair/Elevator Shaft Wall6 CEL# ADJACENT TO , ' ( SPAN L 12740 SW Pacific Ave OPENING -- FULL . ' HEIGHT OF WALL ' �i -' Tigard, OR 97223 AT L3 LINTELS GROUT BETWEEN FLOORS n I it i1 iE (2) CELLS MIN. EA. SIDE OF OPENING W/ (2) #4 HORIZ. I L . (2) #6 VERT. EA. FACE ' EA. CELL & #3 CLOSED BELOW OPENING - ; i TIES © 8"oc VERT. ARCHITECT: Magellan Architecture Elevation 8383 158th Ave NE Suite 280 Redmond, WA 98052 1/294-0" PH 425.885.4300 FX 425.885.4303 16" MAX. WIDTH ISSUE: BLOCKOUT FOR BEAM 8" CMU WALL FILL W/GROUT AFTER PER PLAN, REINF.I PERMIT BM. IS SEATED _ 1 k PER GENERAL NOTES 54 Lintel Schedule SHEET TITLE: BEARING PLATE I > MARK GROUT HEIGHT BOTTOM REINF. TOP REINF. SHEAR REINF. CONN. BY OTHERS iF Li 8" (one course) (2) #4 - - Masonry • r ,,• BEAM BY OTHERS J ' ® TOP REINF. WHERE _ _ Details >I REQD. PER SCHEDULE L2 16" (two course) (2) #5 n > L3 24" (three course) (2) #5 (2) #5 #4 © 8"oc 4'--D" LONG BOND BEAM HEAR REINF. WHERE 8" CMU WALL > o Y• S SCALE: mom CNTR D. BELOW BEAM UNLESS NOTED OTHERWISE ON PLAN 1 = -o U.N.O. • REINF. PER GEN. REQD. PER SCHEDULE 3 4 �- > LINTELS L < 4'-0" SHALL BE Li; DATE: NOTES, U.O.N. w END 1$0' HOOKS EACH 4'—O" < L < 8'-0" SHALL BE L2. August 25, 2016 x > PROJECT NO: 02257-2015-03 -fl BOTTOM REINF. PER SKEET NO: ". N SCHEDULE, MIN. (2) #4 Section 1"=1'-0" S4 . 1 9 WF at CMU Wall Section 1 0 Typical Opening Reinforcment At CMU Wall/Lintel Schedule 1 2 Yp p 9 NO: OF SHEETS: SHEET INDEX: WWI :4; KS1 -COVER PAGE&GENERAL NOTES STORQU EST STORAGE KS2-BUILDING-1st LEVEL FRAMING PLAN �QNSTRUCTIQN IN KS2a-BUILDING -1st LEVEL HEAVY STEEL LAYOUT 28177 Keller Rd. '� KS3-BUILDING-1st LEVEL LOCKER LAYOUT PLAN Murrieta,Calif.92563 l�� 1 Phone:877-GO-KIWI-2 KS4-BUILDING -2nd LEVEL FRAMING PLAN FAX:951-301-4096 i i ~ KS4a-BUILDING -2nd LEVEL HEAVY STEEL LAYOUT CA License No:580782 Jf KS6-BUILDING -3rd LEVEL ROOF FRAMING PLAN www.kiwiconstruction.com KS6-BUILDING -3rd LEVEL PARTITION PLAN Email:engineering@kiwiconstruction.com ~~�' Drawn By: CH Checked By: KS7 -CROSS SECTIONS Date Started: 2016-07-02 0 • El KS8-CROSS SECTIONS Kiwi 11 Shop Drawings Property of Kiwi It Construction, ti •_ This DrawingPrinted And Electronic File 12740 S •VV PACIFIC A\fE ■ KS9-BLADE FRAMING&SECTIONS ) D1 -DETAILS And The Information Contained Within Are The Property Of Kiwi II Construction Inc.,And FFF • D2-DETAILS May Not Be Used Or Reproduced Without The iclit ❑ 51 t Written Permission Of Kiwi II Construction. rS D3-DETAILS i TIGARD GR. 97223 D4-DETAILS 05 -DETAILS / -, ' D6-DETAILS D7-DETAILS Kiwi II Notes: 2016-07-02 - Drafting Started - MTJ 2016-08-19 - Review Set-CH 2016-08-25- For Submittal -CH 2016-11-01 - PLAN CHECK-ART A GENERAL NOTES: 2016-12-08 - PLAN CHECK -ARTn 2017-01-11 - Revised unit mix per 2017-01-30 - PLAN CHECK-ARTA GENERAL NOTES DRILLED ANCHORS ON SITE STORAGE: AFTER WELDING(TABLE N5.4-3,AISC 360-10): SPECIAL INSPECTION NOTES 2017-11-10 - Basement Removal - DG I. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS WITH ARCH. MECHANICAL ANCHORS RS SHALL BE "HILT( KBTZ" PER ICC - 1917 OR 1. WHILE SIDING, PARTITION, ROOFING AND KIWI II CONSTRUCTION PANELS ARE LOCATED ON-SITE AWAITING Required Task Perform Observe Description DRAWINGS. REPORT ANY DISCREPANCIES TO STRUCTURAL ENGINEER PRIOR TITIN HD" PER ICC - 2713. INSTALLATION, THE PANELS MUST BE STORED AT A SLOPE TO PREVENT PONDING OR STANDING WATER FROM 1. Welds cleaned O (AISC 360-Table N5.4-3) 1. REFER TO CHAPTER 17 OF THE 2012 INTERNATIONAL BUILDING CODE, 2014 TO PROCEEDING WITH WORK. 2. INSTALLATION AND MIN. EMBEDMENT SHALL BE IN ACCORDANCE WITH SPECS. ACCUMULATING AND CAUSING SUBSEQUENT OXIDATION OF THE PANELS. OREGON STRUCTURAL SPECIALTY CODE FOR APPLICATION OF THE FOLLOWING OR AS SPECIFIED ON DRAWINGS, WHICH EVER IS GREATER. 2. THE USE OF DUST CONTROL EQUIPMENT AND OTHER OPERATIONS THAT MAY WET STORED SIDING, ❑, 2. Size,length,and location (AMC 360-Table N5,4-3) REQUIREMENTS: ALL SPECIAL INSPECTORS MUST SUBMIT FINAL REPORTS. 2. STRUCTURAL SYSTEMS AND COMPONENTS DESIGN SHALL FOLLOW 2012 INTERNATIONALof welds P - 1 PR + BUILDING CODE, 2014 OREGON STRUCTURAL SPECIALTY CODE. PARTITION, ROOFING AND OTHER KIWI II CONSTRUCTION PANELS SHOULD BE MONITORED TO AVOID THE YES NO N/A 3. WHERE EPDXY ANCHORS ARE PLACED IN MASONRY WALLS, FILL BLOCK CELLS WITH ACCIDENTAL OR UNINTENTIONAL DEPOSIT OF WATER UPON THE OTHERWISE PROPERLY STORED PANELS, IT IS 3. Welds meet visual • Crack prohibition 2. FOUNDATIONS: Is• 3. CONTRACTOR RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL CONCRETE FOR BOLTED COURSE AND TWO COURSES BELOW ANCHOR ELEVATION. THE OWNERS RESPONSIBILITY TO PROPERLY STORE AND PROTECT MATERIEL ON-SITE PRIOR TO THE ARRIVAL acceptance criteria • weld/base-metal fusion A. COMPACTED FILL INCLUDING UTILITY TRENCHES ❑ ❑ ® NN'et I E� MEMBERS, WALLS, AND NON-STRUCTURAL ITEMS DURING CONSTRUCTION. OF KIWI II CONSTRUCTION ON--SITE. • Crater cross section B. VISUAL EXAMINATION & APPROVAL OF ALL W' 13 + `'• LIGHT GAGE METAL STRUCTURE • Weld profiles cc ; 4. BUILDING DESIGNED FOR FOLLOWING LIVE LOADS: UI P FOUNDATION EXCAVATIONS ❑ ❑ • Weld size C. CONTINUOUS INSPECTION OF PILE DRIVING DL 42 PSE-DECKING 4 PSF-ROOF 1. THE EXTENT OF THE STRUCTURAL LIGHTGAGE FRAMING IS SHOWN ON THE WEATHER PROTECTION: - Undercut AND/OR CAISSONS 0 0 ® p iEGON LL PS - STORAGE 20 PSF-ROOF DRAWINGS AND INCLUDES ALL COLD FORMED FRAMING 22GA. AND HEAVIER. • Porosity(AISC 360-Table N5.4 3) / 'ri �� WIND /� 120 MPH XPOSURE B IT INCLUDES BUT IS NOT LIMITED TO INSTALLATION OF ROOF JOISTS, 1. ALL WEATHER-EXPOSED SURFACES SHALL HAVE A WEATHER RESISTIVE BARRIER TO PROTECT THE D. ALSO SEE TABLE 1704.7 ON THIS SHEET ❑ ❑ ® s " • 2• Zp N /I FLOOR JOISTS, WALL STUDS, AND RUNNERTRACKS COMPLETE WITH CLIPS, INTERIOR WALL COVERINGS. ALL EXTERIOR OPENINGS SHALL BE FLASHED IN SUCH A MANNER AS '�' EARTHQUAKE DESIGN DATA : BRIDGING, STIFFENERS, ETC., AS REQUIRED FOR A COMPLETE FRAMING TO MAKE THEM WEATHER-PROOF. 0 4. Arc strikes P - (AISC 360-Table N5.4-3) 3. CONCRETE: YVF�!► PACi(AGE. A. KIWI II CONSTRUCTION, INC. IS NOT RESPONSIBLE FOR EXTERIOR WEATHER-PROOFING OF ITEMS NOT 5. k-area When welding of doubler plates, CONTINUOUS INSPECTION & TEST CYLINDERS FOR 1. SEISMIC IMPORTANCE FACTOR, I - 1.0 2. MATERIALS: ALL MEMBERS SHALL BE COLD FORMED FROM GALVANIZED INSTALLED BY KIWI II. THIS INCLUDES BUT IS NOT LIMITED TO; continuity plates or stiffeners has been CONCRETE OVER 2500 PSI El ❑ ❑ Expire�_Mr E) 2. SPECTRAL RESPONSE ACCELERATIONS - Ss-.97, S1=.42 STRUCTURAL QUALITY SHEET STEEL MEETING THE REQUIREMENTS OF ASTM CONCRETE WALLS, PANEL JOINTS, MASONRY, STUCCO, AND/OR BRICK WORK, FLASHINGS OR WEATHER ❑ P performed in the k area,visually inspect 3. SITE CLASS - / the web k-area for cracks within 3 in.of 4. SPECTRAL RESPONSE COEFFICIENTS - �Sds=0.601, Sd1-0.672 3 A-570 GRADE A, MINIMUM YIELD OF 33 KSI FOR 18 GAGE AND LIGHTER, STRIPPING TYPICALLY COMMON TO DOORS AND WINDOWS. the weld.{AISC 360-Table N5.4-3) 4. REINFORCING AND PRESTRESSING STEEL: 5. SEISMIC DESIGN CATEGORY - U AND MEETING THE REQUIREMENTS OF ASTM A-570 GRADE D, MINIMUM YIELD 6. Backing removed and weld (AISC 360-TableN5.4-3) 6. BASIC SEISMIC FORCE RESISTING SYSTEM - META SNE/jRWALLS OF 50 KSI FOR 16 GAGE AND HEAVIER. ALL MEMBERS SHALL BE MARKED SO ❑ p A. PLACING OF REINFORCING - IN ❑ El ❑ 7. DESIGN BASE SHEAR THAT SUPPLIED MATERIALS CAN BE FIELD VERIFIED. tabs removed(if required) SLABS ONLY. 6. SEISMIC RESPONSE COEFFICIENT - Lcoim /1\ 7. B. PLACING OF TENDONS ❑ ❑ 3. INSTALLATION: ❑ _ C. SAMPLING & TESTING OF STEEL 9. RESPONSE MODIFICATION FACTOR - R=5.0 SITE SPECIFICATIONS (MILL REPORTS & IDENTIFICATION OF STEEL) ❑ ® 0 10. ANALYSIS PROCEDURE USED - EQUIVALENT LATERAL FORCE A. WALL STUDS: INSTALL STUDS IN CONTINUOUS TRACKS, SIZED 1. KIWI II CONSTRUCTION REQUIRES 10,000 SQUARE FEET OF MINIMUM WORKABLE SLAB AREA PRIOR TO TO MATCH STUDS TOP AND BOTTOM, AND SECURE THE STUDS TO DELIVERY AND INSTALLATION OF MATERIALS. 8. --- D. F RIBA OCO INSPECTION OF INSTALLATION El 5. ALL STRUCTURAL COMPONENTS AND SYSTEMS ARE DESIGNED FOR SELF THE TRACKS WITH APPROVED CONNECTIONS, INSTALL BRIDGING 2. ALL UNDERGROUND WORK SUCH AS DRAINAGE AND ELECTRICAL SHALL BE COMPLETE AND DRIVEWAY ❑ OF EBAR COUPLERS ❑ 0 WEIGHT, SUPERIMPOSED DEAD LOADS, CONCENTRATED LOADS, AS INDICATED ON THE DRAWINGS. AREAS SHALL BE CAPPED WITH SUB-PAVING PRIOR TO MATERIAL DELIVERY. - E. CONTINUOUS INSPECTION DURING STRESSING AND THE LIVE LOADS SHOWN ABOVE. 23 3. TEMPORARY POWER SHALL BE PROVIDED TO ALLOW FOR A MAXIMUM POWER LEAD RUN OF 200 FEET TO OF P.T. TENDONS 0 0 B. DO NOT SPLICE ANY FRAMING MEMBER EXCEPT AS SHOWN ON THE ❑ 9. Repair activities P (AISC F. FIELD MEASURED ELONGATION AND JACKING 6. NON STRUCTURAL FRAMING REQUIREMENTS ARE NOT SPECIFIED ON STRUCTURAL EACH STRUCTURE TO BE ERECTED. FORCE RECORDS 0 0 DRAWINGS. SEE ARCHITECTURAL DRAWINGS FOR ANY ADDITIONAL FRAMING DRAWINGS OR WITH THE APPROVAL OF THE ARCHITECT/ENGINEER. 4. CONCRETE SLABS SHALL BE BROOM CLEAN AND FREE OF DEBRIS PRIOR TO KIWI II CONSTRUCTION CREW REQUIRED. 10. Document acceptance or (AISC 360-Table N5.4-3) G. GROUTING OF POST-TENSIONED CONCRETE 0 0 4. CONNECTIONS: BEGINNING INSTALLATION. ❑ rejection of welded P - H. POST-TENSION TENDON PROTECTIVE WRAPPING 0 0 7. PRINCIPAL OPENINGS IN THE STRUCTURE ARE SHOWN ON THESE DRAWINGS. 5. AN AREA ON SITE IS TO BE DESIGNATED FOR MATERIAL STORAGE AND STAGING OF MATERIALS. joint/member THE GENERAL CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, MECHANICAL, A. WELDS:WELDING SHALL BE IN CONFORMANCE WITH AWS D 1.3-80. 6. ACCESS TO THE SITE AND ALL SIDES OF THE BUILDINGS WITH EQUIPMENT IS REQUIRED FOR TIMELY ELECTRICAL, AND PLUMBING DRAWINGS FOR REQUIRED OPENINGS AS THEY UTILIZING E60XX OR E70XX ELECTRODES. THE ENGINEER OF COMPLETION AND SAFETY PURPOSES. SHALL BE PROVIDED FOR WHETHER SHOWN ON THESE DRAWINGS OR NOT. RECORD MAY REQUEST NON DESTRUCTIVE TEST TO VERIFY PROPER 7. AL SITES WITH MULTISTORY BUILDINGS REQUIRE LEVEL GRADES AND ACCESS WTH PROPER EQUIPMENT TO 5. MASONRY: SEE TABLE 1704.5.1 ON THIS SHEET GENERAL CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENINGS WELDS. COMPLETE INSTALLATION OF MATERIALS. NONDESTRUCTIVE TESTING(SECTION N5.5,AISC 360-10): 6. INSULATING CONCRETE FILL: WITH ALL SUBCONTRACTORS PRIOR TO CONSTRUCTION. 8. MASONRY ELEVATIONS MUST BE PER PLANS. B. SCREWS: SELF DRILLING AND SELF TAPPING, CADMIUM PLATED FOR Required Task Perform Observe Description TEST & INSPECTIONS 0 0 0 SOILS ALL EXTERIOR USES, OF THE SIZE REQUIRED FOR LOADINGS. 1. OP welds(Risk Cat.II) Ultrasonic testing shall be performed on 10%of CTP groove welds in butt,T-and 1. FOUNDATION DESIGN "BY OTHERS" C. POWDER DRIVEN SHOTS: SIZE AND SPACING AS REQUIRED TO corner joints subject to transversely 7. WELDING: PROPERLY ANCHOR THE FRAMING MEMBERS. USE CHARGE AS - - 0 applied tension loading in materials 5/16- A. ALL STRUCTURAL FIELD WELDING 2. KIWI II CONSTRUCTION INC. AND THE ENGINEER OF RECORD STRONGLY APPROPRIATE FOR ACTUAL USE(1CB0 1639). inch thick or greater.Testing rate must (INCLUDES DECKING) 0 0 RECOMMEND A GEOTECHNICAL ANALYSIS BE PERFORMED PRIOR TO be increased if>5%of welds tested have B. NON-DESTRUCTIVE TESTING OF CONSTRUCTION TO VERIFY THESE MINIMUM ALLOWANCES. DUE TO THE unacceptable defects,(AISC 360 N5.5b) MOMENT-RESISTING SPACE FRAMES 0 0 ABSENCE OF SUCH STUDIES THE ABOVE PARTIES GUARANTEE THE DESIGN STEEL ROOF DECK HERE-IN ONLY IF SUCH ASSUMED CONDITIONS EXIST. 1. STEEL DECK SHALL BE ULTRA-DEK, FORMED OF 24 GAGE STEEL C. STRUCTURAL LIGHT GAGE METAL FRAMING 0 0 SHEETS & HSB-36 ROOF DECK, CONFORMING TO ASTM A-446, GRADE D, PRIOR TO BOLTING(TABLE N5.6-1,AISC 360-10): WITH A PROTECTIVE COATING OF ZINC CONFORMING TO ASTM A-525. SCHEDULE OF SPECIAL INSPECTIONS Required Task Perform Observe Description 8, BOLTING: REINFORCED CONCRETE & CONCRETE SLABS 2. THE DECK SHALL BE CAPABLE OF RESISTING A UNIFORMLY DISTRIBUTED 1. Manufacture's (AISC 360-Table N5.6-1) LIVE LOAD AS SHOWN IN GENERAL NOTE 4 ABOVE. ❑ certification available for P A. HIGH STRENGTH BOLTING 0 0 0 1. COMPACT CLEAN INTERIOR SAND FILL HAVING LESS THAN 10% FINES TO 90% P-Perform these Special Inspections tasks for each welded joint ormember.(AISC360) fastener materials B. EXPANSION BOLTS IN CONCRETE OR MASONRY 0 ❑ ❑ OF MODIFIED PROCTOR MAXIMUM DRY DENSITY, ASTM D-1557 AT OPTIMUM 3. THE DECK SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH THE 2. Fasteners marked in (AISC 360-Table N5.6-1) MOISTURE CONTENT. SOIL COMPACTION SHALL BE FIELD CONTROLLED BY "SPECIFICATIONS FOR DESIGN OF LIGHT GAGE COLD-FORMED STEEL O-Observe these Special Inspections items on a random daily basis. Operations need not be delayed ❑ accordance with ASTM - 0 QUALIFIED LABORATORY OR SOILS ENGINEER, APPROVED BY STRUCTURAL STRUCTURAL MEMBERS", AND CONFORM TO THE STEEL DECK INSTITUTE'SARCHITECT INFO: ENGINEER. RECOMMENDED SPECIFICATIONS. pending these inspections.(AISC 360) requirements 9. STRUCTURAL STEEL' 3. Proper fasteners selected (AISC 360-Table N5,6-1) A. MILL REPORTS & IDENTIFICATION OF STEEL 4. DECK UNITS SHALL BE ERECTED AND ANCHORED IN ACCORDANCE WITH THE C-Continuous Special Inspections is the constant monitoring of specific tasks by a special inspector.These for joint detail(grade, (AFFIDAVIT OF COMPLIANCE) 0 ® ❑ 2. STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 AND SHALL HAVE 2500 PSI. inspections must be carried out continuously over the duration of the particular tasks.(IBC) g THE CONCRETE SHALL BE TYPE 1 OR TYPE 2 PORTLAND CEMENT, AND SHALL MANUFACTURER'S SPECIFICATIONS AND ERECTION DRAWINGS. ❑ type,bolt length if O B. SAMPLING & TESTING 0 0 0 CONFORM TO "STANDARD SPECIFICATIONS FOR PORTLAND CEMENT" (ASTM C 150-81). P-Periodic Special Inspections is Special Inspections by the special inspector who is intermittently present threads are to be CONCRETE USED FOR ALL SLABS ON GRADE SHALL BE SPECIFIED TO REACH A 3-DAY where the work to be inspected has been or is being performed.(IBC) excluded from shear MINIMUM OF 1500 PSI AND SHALL REACH A MINIMUM STRENGTH OF 2500 PSI STRUCTURAL STEEL plane 10. APPROVED FABRICATORS: WITHIN 28 DAYS, CONCRETE COMPRESSIVE TESTS SHALL CONFORM TO ASTM C39. STRUCTURAL STEEL 4. Proper bolting proceduret detail - 0 (AISC 360-Table N5.6-1) 1 STRUCTURAL STEEL SHALL CONFORM TO ASTM A-992 (Fy=50 KSI). PIPE COLUMNS SHALL CONFORM TO selected for joint detail MUST SUBMIT CERTIFICATE OF COMPLIANCE FOR ALL 3. AGGREGATES FOR CONCRETE OF NORMAL WEIGHT SHALL CONFORM TO "STANDARD ASTM SPECIFICATION A-53. GRADE "8". TUBE COLUMNS SHALL CONFORM TO ASTM SPECIFICATION A500 5. Connectingelements, OFFSITE FABRICATION SUCH AS STRUCTURAL STEEL, PRIOR TO WELDING(Table N5.4-1,AISC 360-10) (AISC 360-Table N5.6-1) SPECIFICATIONS FOR CONCRETE AGGREGATES" (ASTM C .33-82). THE NOMINAL GRADE "B" (Fy = 46 KSI). BOLTS SHALL CONFORM TO ASTM SPECIFICATION A307 AND A-325. PLATES ANDincluding appropriate GLU-LAMS, PRECAST CONCRETE, ETC. 0 0 El MISCELLANEOUS IRON SHALL CONFORM TO ASTM A-36. Required Task Perform Observe Description MAXIMUM SIZE OF COARSE AGGREGATES SHALL NOT BE MORE THAN 3/4 INCH. ❑ -faying surface condition 1. Verify welding procedures (AISC 360-Table N5.4-1) and hole preparation,if 0 4. NO ADMIXTURES, OTHER THAN AIR-EN TRAINING ADMIXTURE CONFORMING TO 2. WELDING SHALL BE DONE BY ELECTRIC SHIELDED ARC -- (WPS)and consumable P specified,meet 11. PERIODIC SPECIAL INSPECTION REQUIRED FOR LEDGER " STANDARD SPECIFICATIONS FOR AIR ENTRAINING ADMIXTURES FOR CONCRETE " PROCESS USING E-70XX ELECTRODES. ALL WELDS SHALL BE UNIFORM IN SIZE AND APPEARANCE, AND FREE certificates applicable requirements ATTACHMENT TO DRAG STRUTS AND SHEARWALL ASTM C 260-77 MAY BE USED WITHOUT THE WRITTEN APPROVAL FROM THE OF PINHOLES, POROSITY, UNDERCUTTING OR OTHER DEFECTS. ALL BUTT WELDS SHALL BE FULL PENETRATION. -• 2. Material identification (AISC 360--Table N5.4-1) 5, pre-installation ATTACHMENT TO FRAMING. ENGINEER. THE USE OF CALCIUM CHLORIDE SHALL NOT BE PERMITTED ON THIS PROJECT. (Type/Grade) 0 (AISC 360-TableN5.6-1) GENERAL CONTRACTOR INFO: verification testing by 3. ALL WELDING SHALL BE PERFORMED BY QUALIFIED WELDERS APPROVED BY THE BUILDING OFFICIAL. ALL 3. Welder identification A system shall be maintained by which a installation personnel 5. THE CONCRETE SHALL BE PROPORTIONED AND PRODUCED TO HAVE A SLUMP OF FIELD WELDING SHALL BE UNDER CONTINUOUS INSPECTION BY AN APPROVED INSPECTOR. system welder who has welded a joint or observed and 4 INCHES OR LESS. A TOLERANCE OF 1 INCH ABOVE THIS AMOUNT SHALL BE PERMITTED ❑ - 0 member can be identified.Stamps,if documented for fastener - 0 12. ALL TESTS & INSPECTIONS SHALL BE PERFORMED BY FOR INDIVIDUAL BATCHES PROVIDED THE AVERAGE FOR ALL BATCHES DOES NOT EXCEED 4. STRUCTURAL STEEL NOT ENCASED IN CONCRETE OR MASONRY SHALL BE SHOP PAINTED AS SPECIFIED. ANY used,shall be the low-stress dye type. assemblies and methods AN INDEPENDENT INSPECTION AGENCY. JOB SITE VISITS 4 INCHES. THE SLUMP SHALL BE DETERMINED BY "STANDARD TESTING METHOD FOR ABRASIONS SHALL BE TOUCHED UP AFTER ERECTION. (AISC 360-Table N5.4-1) used BY THE STRUCTURAL ENGINEER DO NOT CONSTITUTE SLUMP OF PORTLAND CEMENT CONCRETE" (ASTM C 143-78). AND ARE NOT A SUBSTITUTE FOR INSPECTIONS UNLESS 5. FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO STRUCTURAL ENGINEER FOR REVIEW PRIOR TO START OF 4. Fit-up groove welds • Joint preparation 7. Proper storage provided (AISC 360-Table N5.6-1) THE STRUCTURAL ENGINEER IS CONTRACTED TO DO SO. 6. CONCRETE SLABS SHALL BE PROTECTED FROM LOSS OF SURFACE MOISTURE FOR NOT FABRICATION. FABRICATION SHALL CONFORM TO AISC SPECIFICATION. (including joint geometry) • Dimensions(alignment,root opening, ❑ for bolts,nuts,washers, LESS THAN 7 DAYS BY USING A CURING COMPOUND CONFORMING TO ASTM C-309 OR root face,bevel) and other fastener _ 0 BY WET BURLAP OR A PLASTIC MEMBRANE. ❑ - 0 • Cleanliness(condition of steel surfaces) components • Tacking(tack weld quality and location) NOTE: LT I$ THE CONTRACTOR'S SOLE RESPONSIBILITY TO ,UE 7. USE ASTM A-615 GRADE 60 FOR ALL REINFINFORCING STEEL. LAP CONTINUOUS • Backing type and fit(if applicable) THAT THESE TESTS AND INSPECTIONS ARE PERFORMD. REINFORCING 48 BAR DIAMETERS(MINIMUM) IN BEAMS AND 48 BAR DIAMETERS IN (AISC 360-Table N5.4-1) SLABS. LAP BOTTOM STEEL OVER SUPPORT AND TOP STEEL MIDSPAN UNLESS DURING BOLTING(TABLE N5.6-2,AISC 360-10): / N OTHERWISE SPECIFIED. HOOK DISCONTINUOUS ENDS OF ALL TOP BARS. USE 1" COVEROWNER INFO: 5 OVER REINFORCING EXCEPT AS FOLLOWS: ❑ - Required Task Perform Observe Description * DEFERRED SUBMITTALS: (IF APPLICABLE) I BOTTOM TOP SIDES 1. Fastener assemblies of (AISC 360-Table N5.6-2) 6. Fit-up of fillet welds • Dimensions(alignment,gaps at root) suitable condition,paced FOOTINGS I 3" 2" 3" • Cleanliness(condition of steel surfaces) 7 in all holes and washers - 0 LOCKER BOXES SLABS ON GROUND I 1 1/2" 1" - ❑ - 0 • Tacking(tack weld quality and location) (if required)are n., (AISC 360-Table N5.4-1) positioned as required * HEAVY STEEL FABRICATION: 8. WATERPROOFING SHALL BE PLACED BETWEEN SOIL AND CONCRETE WHEREVER 2. Joint brought to the snug- (AISC 360-Table N5.6-2) SOIL IS USED AS A FORM FOR CONCRETE, EXCEPT FOR FOOTINGS. ❑ tight condition prior to 0 STAIRS pretensioning operations CANOPIES 9. SLEEVE ALL PIPES THRU SLABS INDIVIDUALLY: UNLESS APPROVED BY DURING WELDING(Table NSA-2,AISC 360-10} 3. Fastener component not (AISC 360-Table N5.6-2) (� ENGINEER. E turned by the wrench - 0 Required Task Perform Observe Description prevented from rotating 10. ALL REINFORCING SHOWN TO BE HOOKED SHALL HAVE STANDARD HOOKS UNLESSLI 1. Use of qualified - 0 (AI60Table N542 SC 3 - ae . - ) SHOWN OTHERWISE. 1 4. fasteners are (AISC 360-Table N5.6-2) 2. Control and handling of • Packaging pretensioned in U welding consumables - 0 • Exposure control.(AISC 360-Table accordance with RCSC / 11. PLACE CRACK CONTROL JOINTS BY SAWCUTTING 1/4" WIDE x 1 1/4" DEEP N5.4-2) Specification,progressing - 0 PROJECT INFO: WHERE SHOWN. CUTTING TO BE PERFORMED WITHIN 24 HOURS OF3, No we over cracked 0 (AISC 360-Table N5.4-2) systematically from the CONCRETE PLACEMENT. tack welds most rigid point toward 4. Environmental conditions • Wind speed within limits the free edges 12. CONCRETE SLABS SHALL BE PLACED AND FINISHED WITHIN A TOLERANCE OF ❑ 0 • Precipitation and temperature(AISC AFTER BOLTING(TABLE N5.6-3,AISC 360-10&TABLE 17-3,AISC 341-10): STORQUEST STORAGE 1/8 INCH IN EVERY 10 FEET, AS DETERMINED BY PLACING A 10 FOOT STRAIGHT 360-Table N5.4-2) F- / EDGE ON THE SLAB IN ANY DIRECTION. ANY DEVIATION FROM THIS WHICH Required Task Perform Observe Description 12740 S.W PACIFIC AVE.REQUIRES ADDITIONAL CUTTING OF OTHER BUILDING COMPONENTS SHALL BE Document acceptance or (AISC 360-Table N5.6-3) THE RESPONSIBILITY OF THE CONCRETE CONTRACTOR. 5. WPS followed • Settings on welding equipment rejection of bolted P - TIGARD OR. 97223 • Travel speed s connections //�� • Selected welding materials COMPOSITE DECK NOTES /2\ • Shielding gas type/flow rate OTHER STEEL INSPECTIONS(SECTION N5.7,AISC 360-10): 1. COMPOSITE DECK TO BE BHP 2WX18 GAGE PER ICC REPORT NUMBER 2408 OR VERCO PER ICC S. • Preheat applied Required Task Perform Observe Description \,_ i ❑ 0 • Interpass temperature maintained 1. Anchor rods and other Verify the diameter,grade,type,and 2. COMPOSITE DECK CONCRETE TO BE 3000 PSI MINIMUM WITH 6X6-10/10 W.W.M. U.N.O. 3. NO CHLORIDE ADDITIVE TO BE USED IN CONCRETE FILL FOR COMPOSITE DECKING. (min./max.) embedments supporting length of the anchor rod embedded 4. COMPOSITE DECKING MAXIMUM CLEAR SPAN TO BE 10'-0". • Proper position(F,V,H.OH) structural steel P - item,and the extent or depth of of ' COVER PAGE, & • intermix of filler metals avoided unless embedment prior to placement of 5. CONCRETE FILL TO BE NORMAL WEIGHT, I.E. 145 PCF. r approved(AISC 360-Table N5.4-2} concrete.(AISC 360 N5.7) T - Al, GENERAL NOTES 6. COMPOSITE DECK SEAMS TO BE BUTTON PUNCHED AT 36" 0/C. 2. fabricated steel or Verify compliance with the details J 7. NO SAW CUTS RECOMMENDED I! a :POSITE DECK CONCRETE. 6. Welding techniques • Interpass and final cleaning erected steel frame shown on the construction documents, 8. OVERALL THICKNESS TO BE 4zVER HIGH PANS. • Each pass within profile limitationssuch as braces,stiffeners,member 9. NO "RIDE-ON" FINISHERS TO BE U5E[)10N COMPOSITE DECK. DECKING DESIGNED FOR 150# MAXIMUM POINT LOAD El 0 • Each pass meets quality requirements - 0 locations and proper application of SITE INDEX. SHEET NUMBER DURING CONCRETE POUR. (A&360-Table N5.4-2) joint details at each connection. (AISC r1 360 N5.7) KS - I .. / \ .., _.. .. ,... , . k , ------„ cd 22 ci) cd 5 (1-7 (7-) (18 9 10 cT) (---7 13 (14) 1n5 16 17 18 (19� (---;-) ( 1� # 1ST LEVEL F�AUIN G SCHEDULE IWIK '��/° 210'-0" THIS SCHEDULE IS FOR THE ENTIRE PROJECT SOME ITEMS MAY NOT BE SPCIFIED ON THISilli CONSTRUCTION IN PARTICULAR PLAN, SEE "MISC." COLUMN FOR MORE INFO. FOR EACH ITEM ON EACH FLOOR 28177 Keller Rd. -4 200'-0" 10'-0" Murrieta,Calif.92563 of 1 20'-0" 20'-0" 5'-4" 4'-8" 10'-0" , 10'-0" 10'-0" 10'-0" ., 5'-4" 4'-8" ; 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" , 10'-0" 10'-0" 10'--2" 9'-10" Phone:877-GO-KIWI-2 ; tt y / i 1 / I i / r i i / O SHAPE W F Ga. USAGE SPACING ANCHORS 0/C MISC. FAX:951-301-0096 r' CA License No:590782 A 0 C 4" 2 1/2" 16 POSTS PER CALL-OUT N/A www.kiwiconstruction.com `! Email;engineeringlkiwiconstruction.com rte,.-�, ® . Drawn By: CH Checked C 6 2 16 POSTS PER CALL-OUTDate Started: ty Y C2 " 1/2" N/A 2016-07-02 El El _ , Kiwi II Shop Drawings Property of Kiwi II Construction, ti �# (..+a-. ...--.1....".r...2.., :.....`Vn..[v r.t H .t t.•w.. w,iL.c+a+J'y.•K vtJa.viY._r.s-ei, ... ,_.n.-....... As..-. .. it, .-r.lv- ... n . . - .�. 2 PER © . . , ,._..-.w,..-. . - • .......r...r.v .•.. .-. -...-:a ,.e., {. .. sK,so.',...,e:.p , .S n,!ti.�- j-•- 'h ---- - ... s f .,ahrC�:,i. sy' 7,.yp„•.ajw..r:a - _ - - __ ..-. O f+ C 6" 2 /2" 14 POSTS GALL OUT This Drawing(Prirted And Electronic File)And The J - '- - - ----- n Are ^ ; , , , , , , , , 'AEI T ' , G31N/A _ - - - - The Property rm Kiwi II Construction ation Contained t 'Inc.And 20 ell T 151 - - TYp• i y K �' may Not He Used Or Reproduced Without The 0 y eT)p. I ®ryp: .1 ® i w Tye• I B1 C 6" 2 1/2" 16 BEAMS i/A N/A (4) #12 EA. CONN. WrittenPe�,issionCrfKiwiIIConstruction. •� .. '+ T 1 6*3 6 y 6 , 30"ta R a • r , , I 82 C 8" 2 1/2" 14 BEAMS N/A N/A (8) #12 EA. CONN. I Ste* 9P 0 I o a /1\ � 1 O \ L L L Id L .L. l - ---�-- r ---�- NIG Q 133 C 10" 2 1/2" 12 BEAMS N/A N/A /I\{12) #12 EA. CONN. KIWI II Notes: XVI cb I i Airk 0 U 4 1/$" 16 TOP TRACK N/A N/A 2016-07-02 - Drafting Started - MTJ rn 3.. of Typ. L2 - 11 er,,,: .H:::.:: , 1,!:. Q B PER CHED 2016-08-19 Review Set CH H , ct, . ... o IU 4 16 OTTOM TRACK S.W. S Jr„ 3 ,,- *6*'16 5�*�*c6 rr2 U 6 1/8" 4„ 12 TOP TRACK N/A N/A 2016-11-01 PLAN CHECK ART .A 2076-0$-25- For Su6mittai -CW 1i4, le re rii ld. O \ �r'�® Li, ". iii \ o 2016-12-0$ - PLAN CHECK-ARTn I 'mTyp• a1 B2 — 82,— '� U 6 1/8 3 16 BOTTOM TRACK N/A PER S.W. SCHED. 2017-01-11 - Revised unit mix per 0 0 41 T Typ. Typ. 7r) In 0 0 rP \ '. L ,, , J I \ Ll L 4" 4" 1/4" LEDGER N/A PER DETAIL BEARING CONDITION 2017-01-30 - PLAN CHECK-ART/3\ 1la ,16 6 i i i i . _ i i i _ mTi L2 L 4 4" 16 LEDGER N/A PER DETAIL NON-BEARING CONDITION 2017-11-10 Basement Removal - DG I, \ L L L L L L L : L L S L ...L ky f " T " "� I I I-- - CT L 2 1 2" 1 1 2" 18 CORNER TRACK N A PER S.W. SCHED. 012 TEKS PER I 1 4" .... 5'- 4'-8" -4 4-8" -al 1��III I� I / / / # D" 1 4 :::: / , R.O. , %4'-8" 5'-4" 10'-0 r #12S.WTI KCS PER yp.0®3® i �T : : , L L , 3 R.O. �/ L1 yp� o VG J 1 5/8 1 1/2 2D VERTICAL GIRT PER PLA1 PER DETAIL S.W. SCHED. o : +� Y1). I J 1 T 6' 3 i (2) 12 EA. CONN. 6*S* :. :. ::. I *n*�6 , , , , 1- /4'-t0" , 5'-4" �, t9'-1o" * ® J 1 5/$' 1 1/2' 1$ BRACING GIRT SEE MISC. N/A # ::I S �S , , I 2 3 ,l t I 1 R.O. * 1/3 POINTS 13' TALL ARCA p PR + © !6_ L t L L 7l L L L L r t,�r J \ CO * 1/4 POINTS ® 16' TALL AREA �eA l E I I ' *6��16 �tG*3,6 TyFI', , 6*S� i i i i 1 4 1 yp .. 1i R i I t N 2 W 1 �,�. I v 1 ZS - f'�S l �' ,m y r~' s r - ......... .. i r • �.�®®� i _. - ®® J t CD 2W N/A N/A 18 COMPOSITE DECK N/A N/A 4.5 TAL THICK SLAB *�*a �T ;It_ ,- � *y+ 6 ' TYP©®' T B2 ; I D3 TyP' D2�TypU X -6/6 WWM THIS LEVELOREGON •---- iIl6 Typ. u YP I 6b o \ -- =L I fjj I I - - I r J f — M , l i� J a o - �'�R• �Q r�q Ill.lel Illh� I I I 1 i 4 /�� i h i i U 36 o T1P X11 - • l'i' 0�'61,6 :6*6*''1� *6v3 6 +—{�/ T _ oO PER U PANEL #12 TEKS PERUP N/AS•W PARTITION N/A N/A S.W. SCHED. 41)& wH�1 �ss n r PER U-PANEL 12 TEKS PER I N1,-tc#* - ` - t�� ' \s J _ ' �T►• yp ; LP U 36 N/A S.W LiNER PANEL N/A N/A #S.W. SGHED. E 'Sg; f!a. •LT Q ri o M Typ. U P I.I , yp , , WALL R-19 INSULATION 11 I I © 7 �— W24x68 - - r , ,n'S I I AA I n 1 INSULATION GD6Ty). I ® A I N/A N/A " r9.- X11 , • O -_ L WALL Typ. I 1 , n yP ©ryg. 6 9Typ. , 6 6 6 •• , Oryp. ®1/3 0Typ• " pTV ryBA L3" 3" 16 8AEOANGLECONT. PER CALL--OUT (3) #12 EA. CONN. I p•o ,6*6� m�; i1sti1 pro*3\ .*�*1 NI 3 IS l c3::„.--...- i 0 0 ID �IGOV �i ��TYP , I �CEP ryp. —,IIP (�' TN). SHEARWALL SCHEDULE W24x68 Typ • II'a W12x14 I IF el TyDp. l II o I �`II11 I N I T 3 I oryp B2 T� WALLS GAGE # TEKS 517TCH DECK TO TDP TRACK CONCRETE FLOOR ALLOWABLE n I I PER PANEL SPACING ATTACHMENT ANCHORAGE SHEAR r` 11 II o 6'.'' i i , j 0i 0 0 x11 I :I N u II!;.2 II - 5x33.9 J J E L , a 29 7 60' /12 TEKS AT 60" 0/C 4 TITEN ANCHOR 2 AT 5'-0' O/C 128 PLFn m - (2 26 4 30" 112 TEKS AT 12" 0/C 1 2"0 EXPANSION ANCHORS AT 5'-0" 0 C 203 PLF ,n II 1,0 .. T ' i i y 4 i w a i W24x68 Cr'W12x1a fI0 © © _� 26 7 30" 112 TEKS AT 12" 0/C 4'0 TI TEN ANCHORS AT 1'-3" 0 C 294 PL O - - - - - - ryp. r � CD o C Typ 188 O ® 26 7 15" 112 TEKS AT 12" 0/C 1/2"0 EXPANSION ANCHORS AT 5'-0" 0/C 332 PLF 11 + ryp. 6*6*1 6',,n B2 ma �5 24 4 15" /12 TEKS AT 9" 0/C 1 2'0 EXPANSION ANCHORS AT 2'-6" 0 C 400 PLF 0 ® eo i I -- . L �S, J + u .6+ . . . ♦ ...I,, . J ,5 \ , L . 1 - L 1 © 22 7 10" /12 TEKS AT 6" 0/C �4 TI TEN ANCHORS A T 0-9" 0 C 577 PL 0 Typ. I i i i • WHERE WALLS ARE DOUBLED, ANCHOR SPACING IS HALF OF TABLE VALUE 0 o W24x68 J 6*6+ a fQ �- I j. .. .. ` I` - , _ o 1 V, T0 `,- 0 � ALL WALLS THIS LEVEL ARE TYPE O ro I • I ® , o I 1 1 Ile TEK PATTERN O I -T" ---'-t' ( , L L k,e,.y Mvs,...g,,yrrlh✓.,• J a MI L•W — 30-'--- -_-Jib i ID \ \ •\'.- 0 f f ID m II - -' I X98 , 6 X in 1 138 ' Typ. ellryp. .. I � , r---r--- Typ. , , o T _ '� ,.,. :..:.:•:::.. \ #12 TEK PER SCH. ,3 TYP. ... ,, D4 • o r PANEL OVERLAP - il It • i. L L L L L j �,�*d* ED 4. T .. I r ' eTYP - CI ARCHITECT INFO: 0 mir • • • :: -- :� . . .. 13A N �. �, , • �;� � r ©__ r - t *1ST LEVEL LOCKER LAYOUT ' x1 0 1 p mryp 1: • nI a 62 ' I ©Typ I L.: 13\ 3 3 :1 T» T�' V5- 1..„ o SHEET KS 3 © L L L L L L L •9 J. J Iti ::: .... - , R. \ - J ,. 1 4. ,♦ ,i • �I�} ---- ------ •� ., rL L r - - - (LOCKER SYSTEM NOT BY KIWI III of I 14B Typ.; 13 I I a w " ii ' 4*�� •. \ z L Ln I D4 Typ. I I ::I 0Typ. D3 I '�,J,\~0 oI T ..These Walls 6 I I $ ''t*6* LP rye. 24"6600 , I s�r6fi 1 o I ], . . . L L L L 1 � , , , L L GO O I I>; 1 4 Co I Ill 3 7 m I' 3°".�e® ' , i , e , ..,:..: ryp _�_170 5-3_9 - F x I i 0.1 t56�6 4,6 GENERAL CONTRACTOR INFO: 0 13A 1S'sr 1 , , , 1B3 �Typ- 24" ...�. � C15x33.9• I I 6 B2 Db� ThisWall j • I �5 __ D1 � �Z. . 6 , Db� i s i Dbl, lJs6*6*�ti�6 ��16 *y`6 6.043 ,•�16 /J\ r>: = y,6* _ - - - =� - --- W16x36 _ _ .1� {hj\�r_f�+6 is 6* - S 0 0 ''-. 1 a e L G L CO :Iwiwprl. III N di 6 M •,E i 6 0 0 I I ;I — Typ 11 ) 156* �Typ. t D3 I ,,ri/� CG.L. P (18-22) C? 111- -0" 10'-0" 10'-0" 20'-0" 1O'-0" 10'-0" 10'-0" 10'-0" 10'-0" 0 di 0 \ ` • , , , ,, •• __L- - -lam I. r r r y I\S.6* 0 ypilly a ,, / o O r If 13B TYP is *6*3� I yp D - D4 ryp.o I I *6fi3�6 I ��6*`16 �'1� ,:� '� \ OWNER INFO; O i W12x14 •�S _,[Y12X� L L L 1 w CV 0 qS 'ol T j4 J D ri / CN•I0 © a / o .cc„ 1I 1 ...._ .. 1 *6'g 1 !� 6�6 5.6 ,�5�* r 0 PROJECT INFO: 20'-0a , 5'-4" 19'-8"/ STORQUEST STORAGE 20'-O" / 45'-0" 65'-D" , 30' 0" 10'-0" 17'-6" , 22'-6" j 12740 SANPACIFIC AVE. - - - 210'-0" / TIGARD, OR. 97223 CID 2 (i) C3 C5 (113 (3 (13 C 10 11 12 13 14 15 16 17 18 19 20 13 22 ... ... ,..„-- ---„, , ..,.. f� e % BUILDING LEVEL 1st. LEVEL� ,;,. B L istAMING PLAN. w CC SCALE = 3/32" = 1 '-O" SITE INDEX: SHEET NUMBER cc o L, KS -2 ..."- .. 1111C.T) CT) CT) c) (:::P CT) CT:1) "- -___t, 8 CT) CID 11 12 13 14 CT) 1fi CT) CI) Cri) CT)) CT) 22 / s, • 210'-0" J y / V I - :ONSTRUCTION IN _0 200'-0" / 1C-0" 20'-0" r x r • w a w r r x r x , w L w 26177 Keller Rd. / / / j / .,20'-0" 5-4 4-8 10'-0 10-0 10-0w 10'-0" 5'-4" 4'-8" 10'-0" 10L-0" 10-0 10-0 10-0 10-0 10L-0" 10'-0" 10'-2" 9'-10" nlumete,Calif.92563 ,�i 1 / / / / / / / , / / I / I Phone51.301877-GO•KIWI.2 AINFAX:951-301.4096 NICA License No:580782 1 1217 www.kiwiconatruetlon.com Email:engineeringekiwiconstruction.com V�� ` \ Drawn By: CH Checked By: Date Started: 2D16-07-02 .._ :.... ...,-.-a. •, 'l::rd'T7J:K•s•:rw ' ,... .... ,.. ' '• '+- - s+•: --'"x l .._ .r.--- s. - O _ -•r ,••` . •. - 4 "a9if.i .11F ..... Ns O KiwiDrawings Property oKiwi II Construction, {I�y This IIDrahwing(Printed And Electronic File{on on %J .....411-z ,� I E And The Information Contained Within Are + b cv l ' , I l , l l 1 l The Property Of Kiwi II Construction Inc.,And • 1 I R May Not Be Used Or Reproduced Without The ■%lig.. O I 1 t: Written Permission Of Kiwi Ii Construction. 1. 'd 1 0 '` . L L L L L i - L L L •\" J , , , rI - , , , , -i , , - 7 : / R I TTTI , - - II } - .. , , , n Kiwi II Notes: ., o I i` 1 1 H PI 4 .1 A -1 - , A A -, I 2016-07-02-Drafting Started -MTJ I rnCH 6 . -1 -1 i i i i 4 A a y y l +--- -- 2016-08-19-Review Set- \6� *4,','•F �I li°li 2016-08-25-For Submittal -CH ... 5 .e ZZ C9 L-_1�- _ i__ _J i _J L__. A i -� _J. J- ..--I _. J_ -� -J ' _�J Y el • L L L L � ; \ 0 ;' 3's`'♦\ it -� 2016-11-01 -PLAN CHECK-ARTA I II �' _ \\\\ �' e• a• \.`\ 2016-12-08-PLAN CHECK-ART%L\ i I 1 In \; / \`, 2017-01-11 -Revised unit mix per I �\� 1� X6,1 A -1 El i i A A H A i -1 p I �, tr i �, ■ • �'� i 2017-01-30-PLAN CHECK-ART/�\ ri2di.6*6�Q.e� z.:50,110Al ; 't r' i 2017-11-10- Basement Removal - DG L L L L L L L L L L L L JJ I1IY 1 -'•-'. i ] w�:R^.: 'l,'� r. \ \ , 4 • t, \O I f Y j ' O b 1 I , r I L I c p •' \ eay4 42 01'01' • © ' L L L L LI L L Lit - 1I I I- ]. IL ,_ ,_ J J J J J ' \ © REF: DETAIL - REF: -CC For S- I . A ^\6, 6 a -i -I -I I A y -I ;' _ OREGON ti • I I Q I S - 4' _ j � AO' L_1-:� t ..d J_ L_] 6. J- -L- _3-L i N - --.,„ ajoil.....4 .1:- 20 1�6 7 1t Y \ DZISIC • ••• •• I Icr T Y -a .. T a- i IO ` --- I I l IIr 1 IT �- IL J. J. J ! 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L. is,O3 4 a A 4 I -1 f 1 I I l L 3 © \\ f 11 lir' - 1 r { j . • \\ ' ARCHITECT INFO: L_3-. -L -J i L -: _ _J d- L L I - - - i _ I �f Tc.r L 1 O xx -1,5\ l'`6y�,,nV © \ I REF: DETAIL - • , t`� r y Irl -t0 L L L L L L L L L L L 1 -;�• -�7 �II -, •~-(- `3 7 Lm�I II �-`�— I 1 1 I A a -I i I-1 i -I -, - I X F A I 11 I• I ID c I I l m 1 I .I .*4 `45 , { I w i a a i i I F L L ,i -° , C I I I , , , , II , , , , , I I 1' I 3516, I I �' 0 t3,,� fr �\e r•I , , , , 1}1 I L11Jp� p0 • _..`\i L L L L L L L L L L L J. L , y I - - - y-. , , L 1 i '- I N 0 • - .. .. I 0��r I 015x33.9 w I I I I 1 *'�,F' 1 {I , , I :.':•:•••••• r..... 1.1L.r� — ------ ... r I I r ' �� ' GENERAL CONTRACTOR INFO: o 11-0 c� 1 015x33.9 6 I '0 .4kh . Wlfix36 �6��'��e rns\8 �w-��°�a unI 0 I I AI 1 N in O I I ® =•($45 10*'"..N I I i: 5'-0" ,, 10'-0" / 10'-0" / 20'-0" / 10'-0" / 10'-0" / 10'-0" �, 10'-0" / 10'-0" / ��yqe. _` •,.w+"wwwv....."".....r•.....�..••....0 T-�r r r r r q � P 0 1' I a I r _ �� I �0�,60 I �6��\6 •4 ,�xs OWNER INFO: 413 b 6. 0 b. i� P CD •Qsexsx3, 41-4 .00 ., ,.. .................. ... -`---------- - A N 0 • / 49 0 •, •, . 4., N, ,4., 0 �4 / �0P PROJECT INFO: 20'-0" 5'-4" 1e'-8" STORQUEST STORAGE 20'-0" , 45'-0" 65'-0" , 3C-0" 10'-0" 210'-0 _-- — --.--- .- - 12740 S.W PACIFIC AVE. h ) //,/, TIGARD, OR. 97223 1 C3 4l (jD C6 (5C3 10 11 12 13 14 15 (i) 1l 18 19 (.3 21 22 ....„-,-----Pie ',.4 / BUILDING , ,..- 1st lst. LEVEL i A / HEAVY STEEL LAYOUT w SCALE = 3/32" = 1 '-0" 5 SITE INDEX: SHEET NUMBER CCCC 1 KS2a L.,_ I I p q (7 (4Y (7,--) ((1-T) Tyc210. ccc � OTRUCTIO-a' _ " / 28177 Keller Rd. / 200'-0" / 10-Cl / Murrieta,Calif.92583 0 1 • 20'-0" 20'-0" 5'-•4- 4'-8" 10' 5'-4" 4'-8" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 1O'-0" 10'-0" 10'-0" 10'-2" 9'-10" Phone:877-GO-KIWI-2 y / i' / / / .r / .' / i' / - i' / if i' / / / i" / .� FAx:851-301 096il CA License No:580782 www.kiwiconstruction.com _ .• `� Email:engineeringakiwiconstruction.com • Drawn By: CH Checked By: Date Started: 2015-07-02 E r y Kiwi Kiwi II strum - -+rt's y "►•rrvr 55hf r; S '°'�i51.=--'• i:$1ei�e.� 'r'"�'r Aer'sLe1r[cT.Li } s =�..,�., L„'.i''+;•�."�> t�h2. Tse :ee1,.kYr :-:. .-. .. _ _ - -- ---- --. _.._. ..-- ---- •''--,",�.�. _•Y�.,.+.•:-- - ----- - -- __ -- -.- ThisDrawing(Painted And Property !YearornicFile�on 1 . '�� •awry ys� el r,v... s. ♦ 'on •r:•# sY I •~ JJ, And The Information Contained Within Are �.L n ti n ^ y I• The Property Of Kiwi II Construction Inc.,And * • O � i cl- Written Permission Of Kiwi ii Or Reproduced onstruhout The ction. •�.• � y J • I ] , , , , , O \ L L L L L L L L L L fiL I. ✓6 �5 r a - , , .'1 — '— p Y i , , , ' , ' , , -01 Q Kiwi 11 Notes: 'II I I I1 - - - ! 2016 07 02 Drafting Started MTJ • I:3 I I i ....r..... I_. , I a.. r............... . 0 2016-08-19-Review Set-CH 0 :.: .::::: : o! 2016-OS-25•For Submittal -CH :. • �6 - _ qtr - -- ri __._ __.. A........................ .......+..........,.........,.............yT.....-... __ ...,., }I .+1 ...,.,. d':r.::. r:r: �..:r::�r:::.:.:. �.::.:::::::�:..t: .:: i :r.....:_ � { ,t __.. ...... _ I. � 2016-11-01 PLAN CHECK ART O \ L L L L L L L '., L L L r'3' L � ..........1........, p,, ..y ..,y:._-.:. ..-_..,.. .-._.. -___ q. 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T` '-' r T r i r p` 0 .5\''6 r� . \I OWNER INFO: , Q I \ W12x14,. r'�s` .- "••• -••• W12x14 ° L L L L L - . :1 I I �5��6� 0 1 O 1 • }6y ta o \ L , CSI0 So I AA* r co 0sy ,- PROJECT INFO: , \ 2o'—a" 25'-0" STORQUEST STORAGE / 20'-0" / 45'-0" / 65'-0" 30'-0" / 14'—a" / 1T-&" / 22'-8" 12740 S.W PACIFIC AVE. 210r-0" / / TIGARD, OR. 97223 ` 5 �`J (3ICj:1) �6 6 c8 c3 10 11 12 1 14 15 1 fi 17 18 19 20 cl.) 22 ., , ",4. BUILDING , i ! LOCKER 1st. LEVE,_ ___,. LL w a LOCKER LAYOUT PLAN A i � SCALE = 3/32" = 1 ' 0" 1 SHEET NUMBER ` tz LOCKER SYSTEM NOT BY KIWI II o 1...._ SITE INDEX: a KS -3 EP Q Q Q (17Q Q ci) (--P cT) (;) 14 15 (;) cr) ($ c (IP 21 Ci2) 2ND LEVEL FRAMING SCHEDULE kiW1 1 '%/h 210'-0" THIS SCHEDULE IS FOR NE ENTIRE PROJECT SOME ITEMS MAY NOT BE SPCIFIED ON THIS CONSTRUCTION IN _..............„......004. it PARTICULAR PLAN, SEE "MISC. COLUMN FOR MORE INFO. FOR EACH ITEM ON EACH FLOOR 28177 Keller Rd. 200'-0" / 10'-0" 1 p b 1 p t " I n p p 1 p 1 p - Murrieta,Calif.92563 iC/' 4 19'-10° 5'-2" 5'-0" 10'-0' 10'-0° 10'-010'-0 10'-0 10--0- _ / 10'-0" 10'-0° 10`-0' 10-0 10'-0" 10-0 10'-0 10'-D 10.-0" 10.-2" 9'-10" 0 Phone:877-GO-KIWI-2 / / / / / / / / ,' / / / / / / SHAPE W F Ga. USAGE SPACING ANCHORS 0/C MISC. FAx:951401-4096 ' . i �' QCA License No:580782 C1 C 4" 2 1/2" 16 POSTS PER CALL-OUT N/A www.klwlconetructlon.com r-, r-, r---1 r-1 ® Email:englneering@klwlconstruction.com �l I I I I I I I I Drawn By: CN Checked sy: ti° I I ti° I I z° �° ip ti° i i t i �° do �rq „fro C2 C 6" 2 1/2" 16 POSTS PER CALL-OUT N/A Date started: 2016-07-02 [] [] e ,,, SS/ I I „ `3`0 I 1 �� 5{� 5{`� I I ` I I ``� �S� 5�S`Y �`� Kiwi II ShopDrawings Property of Kiwi II Construction, 0 \ 1,,, li,. I P`° 1, 0 This Drawing Printed And Electronic File a I r , r O rte• Typ -.--(6 ---"` Typ. , 1 s•0E1 r I , - - The Property Of Kiwi II Construction Inc.,And . "� �} i"7 T C3 C 6" 2 1/2"• 14 POSTS PER CALL-OUT N/A 91 ' a �F And The Information Contained Within Are " May Not Be Used Or Reproduced Without TheF7 c I I yp ®� '�® Bl C 6" 2 1/2 16 BEAMS N/A N/A Q (4) #12 EA. CONN. Written Permission Of Kiwi II Construction. CI ..,,'Ai'm 4 0' I I ° Q B2 C 8" 2 1/2" 14 BEAMS N/A N/A /1\ 8 12 EA. CONN. / ti O - -'-- - t •` I O O / 12 BEAMS N/A N/A /N(12) #12 EA. CONN. Kiwi II Notes: "' 4r' % Ty B1 3% O % % % % % ." 0 % I s��' 16 2016-07-02-Drafting started -IMTJ I I iii U 4 1/8 4" 12 TOP TRACK N/A N/A 2016-08-19-Review Set-CH O r — _ ----- ./ q- 1a•- -i -Fi F-----�r--i— 1- -H �� 9- -it --, L ,r_I n -25 -For l-CH I I9 2016-11-01 -PLAN GHECeK-ART A\/� O �_ 6 ;�/ I '''`f�III'_�-F- r " �� - --- �% _: ,e �'` 0 eT1 U 4 1/8" 3" 16 BOTTOM TRACK N/A PER S.W. SCHED. /r\ IT • $ III , . -"---(6)-- r I I O U 6 1/8" 4" 12 TOP TRACK N/A N/A 201s-12-O8 -PLAN CHECK-ART 0 1 4�� _ _ _ _ _ - _ _ _ _ . . . 0 1 Ir. \' . . _ - s/ I 2017-01-11 -Revised unit mix per o I - T 1. ® I of ® U 6 1/8" 3" 16 BOTTOM TRACK N/A PER S.W. SCHED. 2017-01-30 -PLAN CHECK-ARTA\ • �T r , , , 1 G , , , ©Typl T n b 2017-11-10 -Basement Removal -DG 0 a,_ • 5X___e ` X20 r T r �� o _ ( •�o ) . ` �o L1 L 4 4 1/4'' LEDGER N/A PER DETAIL BEARING CONDITION I I r I I =-IV I I 112x14e. ` O 0 L 4" 4" 16 LEDGER N/A PER DETAIL NON-BEARING CONDITION • I I f ,f I ,6 ° #12 TEKS PER IN L-_ / w_ �_--,�, L____I L J 5� o CT L 2 1/2" 1 1/2" 1$ CORNER TRACK N/A PER S.W. SCHED. S.W. SCHED. lel I EF,, 61 I �Typ. o _ VG J 1 5/8" 1 1/2" 20 VERTICAL GIRT PER PLAN PER DETAIL #12 TEKS PER 46113 $ Pe A► ► • �� ° ��' ��° I �� 1 ° ��° ° , ��° CO S.W. SCHED. Q GO '� '/ rya. / / •�� .gym*. �" J 1 5 8" 1 1 2" 18 BRACING GIRT BID HEIGHT EGD A. ----- rl ^� --, --i r �- - r - ~ _ ® / / (2) #12 EA. 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' • R.0 ��° 1t�° t ° tit/�° R.0 �� ,° i 'b I R.o R., '�-- 0 - ___- ` \ ;5,0 _°4 ` 0 29 7 60b :1122 TEKS A T60" 0/C 4e0 T1 TEN ANCHOR2AT 5'-0" 0/C LFI �� o 0 I 2 26 4 30" 12 TEKS AT 12" 0/C 1 2"0 EXPANSION ANCHORS A T 5'O" 0 C 20�� I �� ° ,.,, Typ 61 .0D ?2 ,� I :�ryP �� 0 8 26730" TEKS A T 12" D/C 44'00 � n N AN HORS A T 1'- " O 2'4 PL 1 s' Ise/ / ` - - aP• 1..,,, r ---- -,C ,a ----�- -1 / -/ _ / sO ._-- �,r— � ss, I 4 u " " , p 1 �a r , /- o © 26 7 15 x'12 TEKS A T 12 0/C 1/2 0 EXPANSION ANCHORS A T 5 0 0/C 332 PLF © I , ryp r , I i r I I J 1 N ! N 24 4 15" /12 TEKS AT 9" 0/C 1 2"0 EXPANSION ANCHORS AT 2'-6" 0 C 400 PLF b Q Typ. �� . m TAT. CD �� I. ! I 7:::" © 22 7 10" , 12 TEKS AT 6" 0/C 4 T1TEN ANCHORS AT0 9" 0 C 577 PLwi W Typ Typ. 0 II . " 1 I ®T® ® IIv' Typ ' .�� / i1I' IIIIO �•� 1 �� ° WHERE WALLS ARE DOUBL , ANCHOR SPACING IS HALF OF TABLE VALUE.I O �z _,,,, _. _ ryp. ©T� ' Q T •---�--,11 ��° �� ce; ��° __- 'r x Q ALL TRANSVERSE WALLS THIS LEVEL ARE TYPE Q3 1b" Type 4, ••••,,,-.0' +ViV ,____ 60_____!,40. _ , '�/� Al I t ;;. I - i - ALL LONGITUDINAL WALLS THIS LEVEL ARE TYPE 0 "11111111 • to 3 /� r _ — _ -, ti 2. I, . . _ c•^--: Typ.®Bathroor� Walls --- r '1\ Cr TEK PATTERN J �� 30" 'STV 'A:ki e T� �m �ryp. T� LP 241��43 3, Ob $t ss/ �` oP Typ. I T . f I i . 0 0 \ Clir f f ARCHITECT INFO: ejryp. B3 0 r --, ,_ .-4.3.....6. NiI rI " NO o ryp.��® ® 0 W. �� r ,---- ,I i " 1 C 12 TEK PER SCH. 3 J TYP. © TI .--ar # O PANEL OVERLAP 0 RN rye �'� ' 0 � r' ',�o �`� :r ' �`� ' , I tw.- ..,,,,,___ r r 5"/ , L -� J -——— fix +�' , 6 ...: © \ �24" `v o ThisWoil ii TypB1• , le �° ;n • ce � , �� ,16 �� 0 1 1 S% 1 r3/j Oil. ' , r , r 1 01. 0 \ . IDI 3 - 0 I ' �' �� I �� ..0.� ,6 ID' ` GENERAL CONTRACTOR INFO: I I s I o • 1 , '4411®0 . Typ.O® hp.a, , EA 1 I J x "� 3 I 4/• I - Ifl �� 5SY �� s%�° , �' a .• � p3� ry�� r� '� ' s�� % 'sr � � �s%� �{° W117x14 5�''1� s� y1W1?ac14 +6 �6 �� oe C� •i T i I i I i i , . , . t L .,. CP '' t�II S�III 1 l I l I I -"' _ N 0- I I I I = -111=1!e®__ --- - 1 I I T , a, ID CD �j ' I 1 I �� 6 _� '-0" 10'-0• 16-0" 10'-0• 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 1 1' "! 4 1.— 54 O \ ,, ixiKlitl•IJ�1iiNJwi6l.li.l.� __�__�, ,e:' _ i/ / / / J' / / l y 1.1' O ` ...��.JJaa N . . 3 1 1'4 L___.k___ .__1 L [_ I �5� 0 ryp ©T ' 1 • X is + 1 eC�Dbl. o,, 1 y� , �, OWNER INFO: 0 .51 \ _n-r0 t---<9. ,,N'6•4' al, \'9- /6'6.0) ' 't'C'° I 0 1 3 m • 1 I &kr ,o, i �/ ' 1 or 0 1 j° —.7Q76 ryp.© I I Typ in 1111 , INeN . I a ,,,,,,,,, ,,_ I I ° Typhi` ``�� PROJECT INFO: 0 ,, ,, ', ta'-D" 10'-0° 1D'-0' 15'-0" / / STORQUEST STORAGE / 20'-0" / ,45'-0" r 105'-0' - 17'-6" , 22'-6" j 12740 S.W PACIFIC AVE. 210'-0" TIGARD, OR. 97223 CIDI 3 (13 (jpi8Cip 10 11 (-.3 13 14 15 15 17 18 19 20 (-.3 22 / .r ''% BUILDING , BUILDING - 2nd . L „z L '1FRAMING PLA N w W SCALE = 3/32” = I '-0" SITE INDEX: SHEET NUMBER ixix o „_ KS -4 1 C) C)- ;) P (c) ; (; :-) C) c) C) c) c) C) C) Cci) 171819221 22itIWI1 /'// I I I I I I I I I IE I CONSTRUCTION IN .,..,./Airt 210'-0" 28477 Keller Rd. d, 200'-0' 10'-0' / Murrieta,Calif 92563 AP r " r " r " r r a r , s Phone:877-GO-KIWI-2 ""1, y l 19-10 / 5-2 !r 5-0 /'' 10-0 / 10'-0' / 10'-a' ,r 10'-0" r- ta'-0" / 40'-0° / 10'-0' / •10'-0 10'-0 / 10'-0' / 10'-0 / 1o[-a" / 1o'-a" / 10'-0' ,r 10'-0" / 10'-2- / 9-10 FAX:951-3014096 r CA License No:580782 Ank www.kiwiconetrucdon.com `` • r-1 r-i r-5 r--1 ® Email:engineeringekiwiconsiruction.com Drawn 8y: CH Checked By: I I I I I I I I Date Started: 2016-07-02 Q - E 1 1 I I I 1 , 1KiwiofKiwiII .. . 1O .�• +• —` h , . - / I 1 - - - - - ' - - _ ' 1 �� - - - / - ,• ++ `' O This 1IDrawiShong Printed And Property ectronic Filefonatrudion, ti J r1. rly%•T ' ' And The Information Contained Within Am ar . I I, r + , , , r , , , , , , , , , I, - The Property Of Kiwi ii Construction Inc.,And T r I May Not Be Used Or Reproduced Without The 1d4 I ID Written Permission Of Kiwi II Construction. y II , r , , , , r , , , , , 1 - 0 ,, . 11 1L---- 5 5_ i.._ -4 tii f-. .Z -i t_ -i _i i_ f -A. L_ -t -A _ _ ■ Kiwi II Notes: I j 1F 2016-07-02- Drafting Started -MTJ 1 - I L. �S��e 2016-08-19 -Review Set-CH • M _ _ 2016-08-25- For Submittal -CH ' 2016-11-01 -PLAN CHECK-ARTA o _,, . ..,___,„ it_r_.., . , • .. , „_...___..,, , , , , , , , O ,'fik� ��N 1 �. �. • + 2016-12-0$ -PLAN CHECK-ART I I f h [ r I I 1, \14 I ] `14 2017-01-11 -Revised unit mix per o I _ - _ - I o i b 1+ it bIIII �' +i i 2017-01-30 -PLAN CHECK-ART 3n I - 1 Elul, ; 1 i , 2017-11-10 -Basement Removal -DG I [ , , , r �� , , , , , �-- I r t9 W1b14 0 0 `0 \,�' Y Y �, `\` 11/'Y 1 t/ri - I I �6 e � ' , ' r r I 1 i -5,� I $.1;, i • S PR •(V r- f, N ti + LE i -4 i i i_—J k- _i i i_ _i L i_ L-- -__ .-, a I o I I -0 o a l IL F46. . - i O O '' kr1 �'i © ♦ �__t I -— "F, �r -� -a F- i r- -5 ; I -- 4 __ _ © REF: DETAIL - REF: DETAIL - 1 T 1 ...i. o I f I y,6,6.,.. ,r--- //7/ 1r .� ,� QREG ea • 1 I I 1 Y e• , 3• , •WH r r , , , , r , 1 t , , , , , , I - % �� i 1 jigonl:rod:, :* 0 v r l L - .. - L , . . _ .1. . . . 1. . . . . . . . . . . . . •l - . . .. . . . . . . . _ i. 'Y . Il a I R + © r� I II1 1 I dl t' 'l 1 !I I r 1 Y I 1 ! l a I I I • o 14 i it tt I. ! 1 rl,' r �.I , , , I 11 1 I/Y pg 11/2• , \ ; 0 / %.,.. O ,.,,,_ _ I f © C `1 ,. _ _ 1 *C1 �I REF: DETAIL - - 0 I r— —, —�f -e , -P -t I v -r r- , -T -I+ 0 1::) REF: DETAIL • • 0 ''".7-- .- I I- irc- --31 r 0 . „ I . I \6 _ - 1i t, - . - - - - 1• , -I—.-••_� 1 ( , , I 1 ID 1 �� - 11 I tr, o i I� a 'b11 b i i b 0 b t r I iI L__ 0 i , n , , , 10.i i_ _i .1- � _i__i L -i _i L_ —I -_1. i_ _I L p •; N. W ��_ . 6 ` I �ww9999 - _ :II O© $ r r --I -, , -v T- -.a r-T T�- T N E 0 REF: DETAIL - REF: DETAIL - , r I I , , , n f1 1 I I I $ *`6s i' , , , , , , 1„-1 i ___:, Jo- ....--------- 0 N. + ': .. .., .. 1 li • I I l i l b II iI[ MIEN MMI ` In I Ii \ k. el b 1 D I I {. I ` 1 !t 5 le 14 _ ! L r , i I I' i 11\ ,1fC 1\` . kl I I � l I yrr, 0 .i r i , , r ,—� t' , , 0 r Ye•Y ARCHITECT INFO: [ 1 I o I I i - REF: DETAIL - I , , , r I I , REF: DETAIL - 0 \ _ L I . . L 1 _i ,.i. .}.... -A J L _i .� i_ __A t- o i II o - I • I— s-•- --.4. T --r t -T t- i `T r i '1 mm .. ..yl. \ • I I o 0 . • :... r—CH I r - r v r r , , I r , • . . i , , 1 1 r , , , 1 , , { _ I1 I I ' GENERAL CONTRACTOR INFO: , lbf i I r- -i-_J _t IN \„ 0 - I , , , , , r , , , , , 1ST*6 G �s*'1, �502,1-„,4,. e LT:0ca�• \ \ g W1 1 �R1 0 O .... r,,- - •-- -•- -- ,..„...,,,,.,.., .- . „., rIENIIMIlln I I I I I IIN I I I i 1 I I I —• '_ _'q � 1 I M ' O I . LTJ LTJ L_J --'�— `�'-Qt I I 1 1 1 I • of • i -- -- -..®trao— -_ - - : .,- I I i 1 .5„ ' -- • ,10 0 : I ' eg r \6 I Al • CD L__.,_ L__ __ r . 1 I SA f OWNER INFO: I N I I o• li s V\* 'P I fi o, I . r r r a, . - <ir iI -` lo © tx Af' s9I I 0 , ID S.*�,6A I O4, -* I ea' ron� . J o— I.�s 4)945 `'. '` I r GI , . , . ,• y 0 PROJECT INFO: STORQUEST STORAGE 1o'-a' 10'-a' 1a'-0' 1s'-a' / 20'-0• 4s'-o' �- 105'-0" -- , 1T-6' 22'-6' 12740 S.W PACIFIC AVE. 210'-a" _._.... -- - , TIGARD, OR. 97223 2 3� Ci) C3 la 1 10 EL:,) 12 13 14 15 16 17 (t) 19 20 21 22 / . .., ... /_.. "�e„,. BUILDING � LEVEL L , 2nd. LEVEL s ,;, L - n i . HEAVY STEEL LAYOUT w r SCALE = 3/32” = 1 '-0" SITE INDEX: . SHEET NUMBER o ti • KS4a ' \ W,I/ , gi 2 Y I Y c) cli) c (-7 11 12 cr) cii) 15 16 cii) cii) 19 20 21 22 3RD LEVEL ROOF FRAMING SCHEDULE '�N .,,lie t ' - - 210'-0' NIS SCHEDULE IS FOR THE WIRE PROJECT SOME ITEMS MAY NOT BE SPCIFIED ON NIS CONSTRUCTION IN 20D'-0" 10'-0" PARTICULAR PLAN, SEE "MISC. COLUMN FOR MORE INFO. FOR EACH ITEM ON EACH FLOOR 28177 Keller Rd. / 4 Murrieta,Calif.CIH92503 iC1' 41 SEE KS-9 FOR BLADE FRAMING. SEE KS-9 FOR BLADE FRAMING. O Phone:1377-GO-KIWI-2 y SHAPE W F Ga. USAGE SPACING ANCHORS 0/C MISC. FAX:951.3014098 SECTION-1. (TYP.) SECTION-1. (TYP.) �J CA License No:580782 www.kiwiconstruction.com Alk r 0 r-, 3o'—D" r-, C1 C 4" 2 1/2" 16 POSTS PER CALL-OUT N/A Email:eng,neertng�Jtiwlconstruction.com Y--r 40-O„ Typ. i- 3D'-D" I; yP 6D-D / 1 ® 40'-0" prawn a CH checked By: ' ..�/ 1 1'-Y I t'-Y l „' 1 t'-2. 1 I'-Y / 6" p t Started: 2016-07-02 - ,�• 1 1l ,'-s' 1 < s ,N.73" ,3• I �,_s4. 4-5' , ,-Y C2 1/2" 16 POSTS PER CALL-OUT N/A Date a ❑ ❑ '� ' _ LI`i , _�- r f� . .. . . - SSS" I� 11 I ' , . 1 .' - . . . ., A Construction, '-C2 _ i. Klwl II Shop Drawings Property of Kiwi II Conon ti .. _. - .0 N' '' .. I, .in . .Irr r f r . _ n n This Drawing(Printed And Electronic File) 1;14.4611 I ITSliaiief)t 1 ' s xsx�r, irsx3)16if s�x6x3la 61 C 8 2 1/2 16 BEAMS N/A N/A (4) #12 EA. CONN. 1 - And The Information ContainedwnhinAra '1 The Property Of Kiwi II Construction Inc.,And .. ' ', 1 1 I III I • I -N I C 8" 21/2" 14 BEAMS - - - - May Not Be Used Or Reproduced Without The r I 1 . .. 1' I I I I I it I . .1# I B2 N A N A (6) #12 EA. CONN. Witten Permission Of Kiwi II Construction. •�� ++ Typ. RD I I I I I Typ. RD I I I B3 C 10" 2 1/2" 12 BEAMS N/A N/A (8) #12 EA. CONN. O I' H e , " I I © C 6" 2 1/2" 16 PONY POSTS PER CALL-OUT N/A I / Kiwi II Notes: • I I I I I I I I ! I I I I I I o a C 4" 2 1/2" 16 PONY POSTS PER CALL—OUT N/A 2016-07-02 - Drafting Started -MTJ ' - 2016-08-19- Review Set-CH I I I I I I F I I I 0E0 Z 8" 2 1/2" 16 PURLIN PER PLAN N/A (6) #12 EA. CONN. 2016-08-25-For Submittal -CH co I I O 10" I 2016-11-01 -PLAN CHECK-ART r P2 Z 2 1/2" 16 PURLIN PER PLAN N/A (8) #12 EA. CONN. 1 I I I I I I nFC 2016-12-08 -PLAN CHECK-ART 2 rn U 4 1/8" 3" 12 TOP TRACK N/A N/A (1) /12 EA. CONN. I I I I I 1 I I I I I I 2017-01-11 -Revised unit mix per • — •• { -• -. - - I CD U 4 1/8" 3" 16 BOTTOM TRACK N/A PER S.W. SCHED. (1) #12 EARnTH . CONN. 2017-01-30 -PLAN CHECK-ART/S\ I .. .. r .. .. _. .. .. I` .. .. .. . I I I BOTH IDES IIF [ I I c� U 6 1/8" 3" 16 TOP TRACK N/A N/A (1) 130THESIDE�NN. 2017-11-10 -Basement Removal -DG O $1 B1 I W12x16 *�6 O (� U 6 1/8" 3" 16 BOTTOM TRACK N/A PER S.W. SCHED. (1) 12 EA. CONN. [ f ryp. I. ryp. I I 0TH SIDES I 1 *� 0 I I I I I I ! I I I I I I I I I • DSI C 3 1/2" 1 5/8" 18 DRAG STRUT PER PLAN N/A (2 #12 EA. POST % NR• ( ) ,tl12 EA. END ` i I` i I i i ` i I m 4 I 4::, IIIIIFm � �' �� 1+ FF .. - 0 CT L 2 1/2 1 1/2 18 CORNER TRACK N/A PER S.W. SCHED. #12 TEKS PER 1 �' 0 +J I I 1 TiT,.• S.W. SCHED. ,• 4 I I I I I 5/8" 1/2" #12 TEKS PER I •I I I I I D5 I I. k I 1 11 S-bXfi*�6 VG J 1 1 20 VER11CAL GIRT PER PLAN PER DETAIL OREGON ® S.W. SCHED. 5/8" 1/2" BRACING GIRT (2) # 20 ! ;. ::: :: :..;: .. _ I I I MID HEIGHT �►•- %:;%,,.;•; U-PANEL #12 TEKSPER WHA + I I I I f I I I ® J 1 1 PER BRACING AT 12 EA. CONN. '�� ..:;. I UP U 36" N/A N/A N/A © I: rI. A 1 O S.W PARTITION S.W. SCHED. - • I I Typ.� I I I LP U 36" N/A P W LINER PANEL N/A N/A #12 TEKS PER �j�� i3 • I I I I I I I { I I I I 1 24" (� • .. .. .. . .. - _ . _ _ .. .. _ .. 24 OOF PAN P� RP _ N/A R EL N/A N/A SPf{A'�NUF 1 I I I I I J I HSB-36 PER MA�VUE High Low 0 Tip I. f DS--- I T B1 ICI HSB 36" N/A 22 ROOF PANEL N/A N/A SPEC SN O - Dbl. : ' "' 9 I I 0 P1 T I I I' T 0 i Hl C 6" 2 1/2" 16 HEADER CONT. PER DETAIL I I I I f I�r� I T�� I I I I ice. �, H2 C 8" 2 1/2" 16 HEADER CONT. PER DETAIL •• l WALL R-19 INSULATION I Hi.h I I I A I I 0 gF o N A N A T CO - - - - INSULATION / / WA 1 4: 12 m kl 4: 1zT�'0 ROOF -25 & R-INSULATION © Rr�F 5k: © oImHi9hP SC: Where Occurs . © - - - N A N A:1 11 /. .. ' Iw 1 1 I I I I '1�` INSULATION / / RooF .s Low I I f I I I I I I I I I I I ' CONT. Lm n _ 1, 6 I, • I• , I , I, p ti ti H T�61 :Err I I BA L 3" 3" 16 BASE ANGLE CONT. PER CALL-OUT (3} #12 EA. CONN. o -0 I 1 I 1 I f I I I 1 I ( I I I I I I I I ' l . 1 .. , rI I 1 I 1 I I I I I Y I` f l E O f ,: - 0� I I .. O 61 61 I I i I I • Typ. Typ. High Low I I • I I II I I I I F h rJ J16 • •AI T� r I I ! I I I a I.0I I I! 1 I I Cog ::81 B1 I I i .l' l' 0 • l I I I I I I I I t l I Lr -., �6 I I f I II1 I II1 I II !1I High Low ii m 470 •O I: lI , I wall, lir � , YP• 1. O J II I I I TW O f I I I I High W8;,16 D5 High I - up Ho;B Q 17k 0 Is ear _ _ 0 ARCHITECT INFO: • � Ha' I ( 1 T I I II. I I 4 _ 1 I I I I I I II I High© .• B1 I i , i .. ., N I [ f°6 'I iLGWg , I IIIghI • ;: '''- 0 - eTyp• I I _v5 I I i I I I I I ' -....18,P 1/4: 12 [ , . 0 i I0 i icy Tye. I I I I I I I I I I I IC +6+1� ' GENERAL CONTRACTOR INFO: `. I ! TD- y yp railsAO- r ins r� sxa s ® 6+��N6 O Bl Bl Bl i i i i i i _ . . VI . 10 1 ,,, 0 I I �•, T) ! 1 1 I I 1 I I AS • N Tyl Tr. I L,_J © I._ L-3 I.— lEfl N • • Typ SEE KS-9 FOR BLADE FRAMING. SEE KS-9 FOR BLADE FRAMING. I� -�� X13 SECTION-1. (TYP.) SECTION-2 (OVER CANOPY). I SJo+6*�' O I �.a. r-_.� J " r RD t mryp• �' � 0 Q gm' I 6 , Typ.Imp - 31� t4, % OWNER INFO: © n Q 1 • tk n o-4- 1 Air. 61 Typ. B1 ryp. Typm 0 \ F ..// �' 0 i o . I O , , . . . . . • • - • , \ © PROJECT INFO: STORQUEST STORAGE 20-p" 45'-0" — . _..—_ -_... -— -- .._. — r' / / __ _ ___ 10 '-0" 1T-s' 22'-6" 12740 S.W PACIFIC AVE. — _ 210'-0" , TIGARD, OR. 97223 aC2 33 C3 la C3 C3 C3 CL,) 10 13 12 13 14 4 13 17 18 19 c!) ic3 22 / .r ____,„ '; BUILDING 411°‘. LEVEL ' 3rd. LEVEL ROOF BuILDING _ 3rd • FRAMING PLAN w I-1-1 CK SCALE = 3/32" = 1 '-0" SITE INDEX: SHEET NUMBER CC io KS -5 Q c--) 16� 10c (7 c nc) (Y19 2022 , /``��'' 1112 13 14 1518 3RD LEVEL ROOF FRAMING SCHEDULE 21C-0" CONSTRUCTION IN _.........--ii 200'-0" 10'-o" THIS SCHEDULE IS FOR THE ENTIRE PROJECT SOME ITEMS MAY NOT BE SPCIFIED ON THIS 28177 Keller Rd. PARTICULAR PLAN, SEE "MISC." COLUMN FOR MORE INFO. FOR EACH ITEM ON EACH FLOOR Murrieta,Calif.92563 ,rig 4 Phone:UT-GO-KIWI-2 FAX:951-301-4096 1< i '19 AN j 10 SHAPE W F Ga. USAGE SPACING ANCHORS 0/C MISC. CA License No:580782 www.kiwiconafrJ� uction.com r-1 r--1 r-i r-I ® Small;englneering@ldwiconatructlon.com i i I I I I I 1 C1 C 4" 2 1/2" 16 POSTS PER CALL-OUT N/A Drawn By: CH Checked By: t t-21 I I'-2 I I'-2' I t'-2" �(/Lo I 4-5' +I 4_g s4 4-S' I / e-r . � .y'1° Ss/1° �� -• 4.-5' �4'-r Ccs° •s�� 4•-8' I !�4.-5' Sc0 (�� I m Date Storied: 2018A7A2 ❑ ❑ O �, 'Ir - , . _/ . . 13±,§21/1 - 1. .1 . ,- '4 - .II '-.f - -i 7 / ++/ . . ••••C - \, 6�II►, - _ •\?01,_-.___t n, -_... . 1 .p. f -_ -4� .� , 0 C2 C 6" 2 1/2" 16 POSTS PER CALL-OUT N/A - - - - - Klwi II Shop Drawings Property of Kiwi II Construction, •. �I,•:41 - - - This Drawing(Printed And Electronic Flle� l And The Information Contained Within Are a;1111;31P11. MD. ImpB1 C 8" 2 1/2" 16 BEAMS N/A N/A 1�(4) #12 EA. CONN. The Property Of Kiwl II Construction Inc.,And . N'.4._o• T ��•�®� Typ �® I it May Not Be Used Or Reproduced Without The isWritten Permission Of Kkwi II Construction. � A B2 C 8" 2 1/2" 14 BEAMS N/A N/A {6) #12 EA. CONN. .#0 ;� —' �/ B3 C 10" 2 1/2" 12 BEAMS N/A N/A (8) #12 EA. CONN. / _„r i.--- 6”0 „ Kiwi II Notes: 11 C 2 1/2 16 PONY POSTS PER CALL-OUT N/A L S°"� 4 ✓ 0 p f p ✓ �` ✓ ✓ 0 9 2016-07-02-Drafting Started -MTJ PP2 C 4" 2 1/2" 16 PONY POSTS PER CALL-OUT N/A 2016-08-19-Review Set-CH R " 2016-08-25-For Submittal -CH �� , �� Z 2 16 PURLIN PER PLAN 6) #12 - I-- -r--- - - -- r/ --- --- - -- 4 --- rl-�---_-r - ___ ,,,,20._ - --- - -- - -- -- ___ . ,,,,i.,,_, -- .��-- _ P1 8 1 2 N A EA. CONN. ARTA O 1 % - -_ -- { 2016-11-01 - PLAN CHECK- ,,,,<5.6., ,-- .. "'� i - O P2 7 10" 2 1/2" 16 PURLIN PER PLAN N/A (8) #12 EA. CONN. 2016-12-08- PLAN CHECK-ARTQ I i I I _____0„--0---- ---fJ-- `-/ �,~~�° I I C j I TT1 U 4 1/8" 3" 12 TOP TRACK N/A N/A (1) 12 EA. CONN. 2017-01-11 - Revised unit mix per _ _ _ I. y nrH �in�� Ir I I - ! I I I - BT1 U 4 1/8" 3" 16 BOTTOM TRACK N/A PER S.W. SCHED. (1) 1 2 EA• CONN. 2017-01-30- PLAN CHECK-ART 3� t��° I �'P �� ! �� I Lo >° ,6 ,6 F30TH .SIfIFS 2017-11-10- Basement Removal -OG s� �~ °'.- l`� TT2 U 6 1 8 3 1 fi TOP TRACK N A N/A (1) 12 EA. CONN. O - .,,. / L_— _rte J rte _J � /__ _ Oj / / / BOTH SlDE5 W12x14 # �� 47° '��6 ea U 6 1/8" 3" 16 BOTTOM TRACK N/A PER S.W. SCHED. (1) sOTHESIDFONN. — 5" -r -� - 1 r/ " (2 #12 EA. POST PR -- 1 l r D5 C 3 1/2 1 5/8" 18 DRAG STRUT PER PLAN N/A 4 ' I f � --0—".---."---(7)--".- �� ( ) #11 �A. END ��4,1 v © / -II / - r L. / © TEKS PER • 1 L' I I I �f� I I CT L 2 1/2" 1 1/2" 18 CORNER TRACK N/A PER S.W. SCHED. #S W. SCHED. L___r/ -� � J L J -�. VG J 1 5/8" 1 1/2" 20 VERTICAL GIRT PER PLAN PER DETAIL #S. TEC PER OREGON t S.W. SCHED. �' ° fi ~� _ WHA ® J 1 5/8" 1 1/2" 18 BRACING GIRT BMID INSIGHT (2) #12 EA. CONN. b s% s� s� s� sr / s� sN s\_71' s� s, , �1,,�'/' 20 , © 14. �� .- l -� -� rl GI) 0 " S.W PANEL PARTITION #12 TEKS S.W SCHED. Wires JR*6R (^ - - — i F UP U 36 N/A N/A N/A I I� I I �z° `� / -� I LP U 36" N/A PER PANEL N/A N/A #12 TEKSPERI • • �� I k `f I 1 • C� S.W LINER PANELANF �I I I RP _ 24" N/A 24 ROOF PANEL N/A N/A �� I I �� I I �� I �� `� SPF� ,H. ... E" L__ IC J I _ " r/ J ✓L . - RD H56 36" N/A 22 ROOFBPANEL N/A N/A PERP ANUF. CO i .• O H1 C 6" 2 1/2" 16 HEADER CONT. PER DETAIL —— —— —z -� —rte - F F —• , Q H2 C 8" 2 1/2" 16 HEADER CONT. PER DETAIL • ® I I I _ _ WALL R-19 INSULATION /� j I� o i Tye. I 1 `% /0 ® T INSULATION N/A N/A WAS © iFj ,I K °' el, d --,I ,/ ,I - _ — — — - ROOF R-25 & R-ij INSULATION 1 0 5" TN ` a ` � © INSULATION NIA NIA ROOF ID 18" I I o y�. ,,,�1° �" �' $A L 3" 3" 16 BASEOANGI F CONT. PER CALL-OUT (3) #12 EA. CONN. T i1r---t1 :I ��, 60" — • ED Typ. r__,,. l ED Typ. �® I �� I_.:, , _„...... Type- : yp UP BA ® I 0 �� I fil . t, . r AA II ' 0 Ty?. . 0 L I c fi� �� ° ' ° ��° .` ,tai ��° 5�/� �� "/��° p. �-%5/� I '� © I /o9 i 44 .�% / r� -rte -t� S� r I co I© .--116' -;:r -I . -14 ØTP. i --��-� i i I,0,6 S H E A RWALL SCHEDULE r D I I �� ---�-- I �� I WALLS GAGE # TEKS STITCH DECK TO TOP TRACK CONCRETE FLOOR ALLOWABLE - , I . ,,/ I I �0 �° PER PANEL SPACING ATTACHMENT ANCHORAGE SHEAR O / _ _ � i / • I I I I I s0 -. 0 Q1 29 7 60" #12 TEKS AT 60" 0/C 1/4"0 TI TEN ANCHOR (2) AT 5'-0" 0/C 128 PLF . • r------k‘ 4, �� I I �� I �� I � � 2 26 4 JO" 12 TEKS AT 120/C 1/210 EXPANSION ANCHORS A T5=0" 0/C 203 PLF i IS I s� I I �� Q 26 7 30" #12 TEKS AT 12" 0/C 1/410 TI TEN ANCHORS AT 1=3" 0/C 294 PLF - '� .. .. 'I P . „ CI 26 7 15" #12 TEKS AT 12" 0/C 1/2"0 EXPANSION ANCHORS AT 5=0" 0/C 332 PLF WBx1Q '— F © 24 4 15" 12 TEKS AT 9" 0 C 1 2"0 EXPANSION ANCHORS AT 2'6" 0 C 400 PLF �'�° I�� ° �� sta° �'�° •c�-° fi° .. �' �� ' �'� I Hoisl new, ' I " # " / / " " / 1 / __ _ , _ r__ ®0 3 _ --� 22 7 ]0 #12 TEKS A T 6 0/C 1/4 TI TFN ANCHORS A T 0-9 O/C 577 PLF , , I © - - . - r r r r r © ARCHITECT INFO: ' I j I I j -0.----7°- --�-� ✓ I� I -- -...-. �� I WHERE WALLS ARE DOUBLED, ANCHOR SPACING IS HALF OF TABLE VALUE. r it ii - „ 1_ .:— +' ,1 I. 1• J I T � I I I I I ALL WALLS THIS LEVEL ARE TYPE �j I ,�,-° � I ,- 6 ° �� ! I�� stiff � I �� I I �� I�.� � ��re i I 4110 0 TEK PATTERN -rsk:4--1' ..." r.1° _Tp° , s, sr, ,,, ,,,,, , ,-0 , . ,...,.,,.ie r„,, ,,, , . _ .‹,:› r . . • • .• . I TEK PER SCH. TYP. 0 . . J-4\7° , . ,._ r° r ..:, ..: . : : : . -,_@-_-__ I �� G ��6 1112 PANEL OVERLAP -�% 1 GENERAL CONTRACTOR INFO: LJ _ , 5A •r .63 TW')® • T I t . . � 15x5:3/16 �v° s. . . \� ISSrBx3lls . t 1. O �� z° ° ' P i6 16 I iii----- 47. . . . 10-. rdrlr r1l'1r r�lk f#.', ) - DI 0 ii 1 1 I I I I 1 1 I I I 1 1 I AS .. i 1 YY(( - L_J L—J L_J L_J ® CV r k 0 -/ .4v ' ,, r4, 1 - 1 : '' r--. ,. re . - 0 IN...1 O 1� I I li I ' �s6�%'$ ' OWNER INFO: .-4\:" .0 4:, 1 ., .e 0 ‘9":6,: 0 :1 :,.(....-4° (00- ,c ‘ ,1°- IL .' e: <'''' : { / Y ...t. ID / � , ID 0 • fice _,"� - � % 's � a 'Lz o •, 0 O PROJECT INFO: STORQUEST STORAGE 20'-0' / 45'-O" 105'-0" 1T-s" :, 22'-6" j 12740 S.W PACIFIC AVE. i 210'-0" i' TIGARD, OR. 97223 (5 +C2 al (1-) la l� 8� C 10 11 12 13 14 15 16 17 13 19 20 (-3 22 / . / ., fiat/ BUILDING 1 �� _ ' 3rd. LEVEL BUILDING LEVEL / PARTITION PLAN w ct SCALE = 3/32" = 1 '-O" SITE INDEX: SHEET NUMBER o ti_ KS6 .. . ,.. 1 ��.. //;' CONSTRUCTION IN it : 28177 Keller Rd. Murrieta,Calif.92563 ifs Phone:877-GO-KIWI-2 ! FAX:951-301.4098 l ~ CA Licence No:580782 www.kiwlconetruction.com `-., Email:engineeringekiwiconetruction.com Drawn By: CH Checked By: Date Started: 2016-07-02 © 0 Kiwi II Slop Drawings Property of Kiwi Ii Construction, ti •••ti:# This Drawing{Printed And Electronic File) A 7) • • And The Information Contained Within Are -r ml The Property Of Kiwi 11 Construction Inc.,And • *411,r;•31" May Not Be Used Or Reproduced Without The Written Permission Of Kiwi II Construction. .1. 5+ 4 / 1 Kiwi II Notes: W Z 2016-07-02 -Drafting Started -MTJ I 1 I I I I I I J 2016-08-19-Review Set-CH "-Z. = 2018-08-25-For Submittal-CH k r I I I I I I I I � 2016-11-01 -PLAN CHECK-ART 2016-12-08-PLAN CHECK-ART 1 1 1 1 1 1 I I Q t '" '�7(«f 9 ,.Nrrr I I I I I I I 2017-01-11 -Revised unit mix per :::: r,MRITFIMIRI --. -. - -.. ... -. •••• •••• - ':::• ••••••••••• �:•-�:•:•:! I I I I I I I �YYYYYYYYIYYIYYV/:Y YIYI�f YYYYYYIY YY{ •t Y ••••••'•••• 1 PoCIIwwYYYYwYsrW Tr ._. .�YY., 1'� _a .V 2017-01-30-PLAN CHECK-ART© + pIY,YYIYYYYYYYYYY•YYYYYYY�YYYYrtY� ""��+�� ggtwmogr`oam 2017-11-10-Basement Removal-DG :ikYYY YYYY YYIYYfiYYYI YY �i YYY YY YYYI Y�YIYYYYYY YYIYYYY.Yi YIY Yi•YI Y.Y YrpyyWWyywyryYYYriYYY ..,,,,, ' I I I I I I I I i�YVIYYYYYYYYY,YYYYYYYY.YIYYY� � fr ., I I I I I I I I = . IIIIIIIIIIIIIII1 - - I I i I 1 I I I = • % pq �a 1 I I I I I I I I ti ~ I I I i I I ! 1 I _ ` ' apt l EF � I I I I I I I I in - I I I I ! I I I I — I �. �a ' �'�� i I I I I I I I I _ ��CORRIDORI I I I _ CORRIDOR CORRIDOR CORRIDOR \\:-...,71. ►e1:171• r1_„_ 11 PANELS BY OTHERS I I „I I I I I I I I I I I I I 1PANELS BY OTHERS PANELS BY OTHERS �} r 17 PANELS BY OTHERS _ . •p 4'-6"=--- 5 -0 4 -10 4'-10" 711-2 I I I I I ! i21-6" ,_51-Q . 4 -10 4 -10 5 -Q 5 -0 41-1012 4 -10 4 -10 l , 4 -10 / 4' 6 5'--4" 11 I I I I I I I I I I I I I 51_41> • 5 _4 5 -4 R.O. I R.Q. 1 R"0. R•0" 1 23.-8" 3rd Levelr I I { I :r: r . a„ iro-`.';'a. a•::-.... r_- txw• «. .r. u — .r ..� .s -.I.'.r-1:,e+dh; :r•r_ ,+-s.'i�•1'. r.".:.�I„•.. .. Imo. 1.�..� _•,.�� aw'•a. .r-rn wn u _... .� .e .r. �. _ .. �- .. •�,y •.. rcY 1---1�t--,s,�a•\, ,.i 6^y;.'r�i"'r'R .•... r-r':r•-Y; .. - ,Y �� - .. .--. �' "w,. . _ _ •• •, r.. r� .. .a r.� .--•. - t-'ti ri i-Y • I I -I— I I I I i 1 I I I I I I I — I 1 1 1 1 1 1 1 1 { I I I I I I I — a ! _ — 11I111111iI I I --4- K � — '1 I I I I I 1 I. I — l� b _—� 1 I I I I I I I I - �. CORRIDOR I I I I CORRIDOR CORRIDOR COR ---- - PANELS BY OTHERS I I I I I I I I I _ PANELS BY OTHERS PANELS BY OTHERS PANELS 12, 0» -_2,-6„� 2,-6» 2'-6" 21-6» 21-4" 2'-4» ;2'-6" 711-2„ I I I I I I I ! I I I I I ;2,_6» 2,-6»_ =2,_6„ 2'_6„ r 2,-4, 2,_4„ 2,_6» 2,-6„ 2'-6„ r 2,_6„ 2,-6» • 2'-6» 2'-4, r 2,_4„ 2,_6„ r 2,-6n 2,_6,> 2,_6„et. / 2,_6» 2'- 6" 2l_4> 1 5'-4" I I I I I I I I " II 5'-4" 5'-4" 5 1 R.O. I I I I I I I k - . R.O. R.O. I x13'-4" 2nd Lend •.: . ;... . .. :..�• — ' Y,,r•a ..r�Ly,.r,•f,k.= .A'', : w;, ' at .. �. .k .. .. .. r,. .. - ,. -• . . .. .- ., .79.-,Y'ri.:',••y. -- st, .;r,.'"•-• • :,-.: lea'. .-. ..-,.., ,-"'; -"ire :']Y •d-Ksr*.'c••ti-: "u�::.T, '4""-..17Z1. >. . . . . . . . . . . . . I _ . . . . . . . . . . . . . . . . . . . . . . . . . : : : . . . . . . . 1 _ : : : ....... . ....•. . . . _ �. : . . _I I I — ��, I I 1 I 1 • . . Q a':';•.. . :::.:.:.:.:. :.: :::;:.:.:.:.:.:.:..` I i I I I I . . • • •• •• •• •• •• •-'-' - -� . o o...,.:.: ,...:...:.. . . . . : . . . . . . o I ! I I I I . . . . . . . . . . . .. ............ ......:�� I 1 I 1 I I '.m . . . :.:,: :. .. .... . - ......Y'• I I I -.-1 — I I I I I I I I F _ i I I I = I 1 I 1 I I I I - _I I I I 1 1 1 I 1 I 1 ! I I - F I I I I I I I 1 I I 1 = r - _ I 1 I I I l I I _ - _ - 1 I - I I I I I I I a .. CORRIDOR CORRIDOR �- ' ARCHITECT INFO: 1 I I I �� - ' CORRIDOR — I ] •I I I I �_r1._ 1 _ ! I = PANELS BY OTHERS I I I I I I I I = PANELS BY OTHERS PANELS BY OTHERS I I I I I I - _—. I1 I 1 I I I I I I I I I I I I I F I I I h I I I 1 I I I I I Y v-0" 1st Level -- - ' f .•yew--.•ter L. �... . , . F ! .s .• .. .. `.. t..,•.r. _. .. .r c. ,r.:�. '.r.r-:Y �1's-:..: ..�,-:.:p. r, •y:.,..... •..r••• '-tit, \ � . r , .. ... . ., . . �.•. .. . . . .. .. . . ." l•d•.. 1 • au-. r_•. .A.;i�., •. •':7" •? .•,. 1t .1. •.�:. 'i.'. ..r• .!•:.:i: "!Y .:y;•. :�'% :a' , e .. • .. . ... t .r !"::-',..fn,.. c .. _. S ...r ,. . .. - ..-I• S: °-t`� ..5�'� � r a. y`. ...... .;t,-;� -` .,�....•. .l�''�'.' :�� :.g: s. � .r. • �. .Y , .� { 4 .. � F _. la ..:. v 4 S.F. .._��.: •. .a" l• • '•A,� . . .. < ,5 ..•�j•.i 'a..:; .A i fie, . . .. •. . . _ . .;�. . ,. « e]. - � .. t ._, e. .• „a...1r ... ..F. _ i. .._ .. . .. A a ., ._ 'i� •� s• :\•` .. r`,. _ .. a_..:a�� L%v._.a��•:. -_� �e! .. :.s;:.y .. .. .. �!`"s•+. ,. .. .. .. .. . _:'3k ;fn.•. .... {.r .. _ ,. ra•:. . . ..:+•:..,i.:�. .... .r�. . ••-,i lr l• - i •♦ .!. � ....v _.k„/... . .... .V .....c..:11-...�. i • .. .. .. 71F. • '1 1 - •+� � • r .. a. � .. � •. � .. .. •.!" a. , .. _ . ., V• 1r-0" Y ,Y 1 " , „ , » , » , „ , „ •' / _ , » 1 " , „ , „ , » , » , „ , » 1 " , » 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " , » Y „ , 1, , , ' GENERAL CONTRACTOR INFO: , 5 -8 )'-10" 2 -6 d, 2 -6 ,, 2 -6 / 2 -6 ,2 -4 ,, 5 -4 •, 11 -4 d, 2 -6 , 2 -6 ,, 2 -6 ,, 2 -6 , 2 -6 2 -6 2 -4 5 -4 ,2 -4 2 -6 2 -6 2 -6 , 2 -6 , 2 -6 2 -6 2 -6 , 2 -6 2 -6 , 2 -6 2 -4 , 5 -4 ,2 4 2 -6 , 2 -6 R.O. / / R.O. / / �' F �' �' R.O. / 1401-0" 1.4. BUILDING - CROSS SECTION - SEG . 1 J SCALE = 1/4" = 11-0" OWNER INFO: PROJECT INFO: STORQUEST STORAGE 12740 S.W PACIFIC AVE. TIGARD, OR. 97223 BUILDING CROSS SECTION w w cc SHEET NUMBER 1 0 LI- KS -7 • ._ kiwi( / ,,,,ii CONSTRUCTION IN gir - 28177 Keller Rd. 'f Murrieta,Calif.92563 a., 4 Phone:877-GO-KIWI-2l``JT le FAX:951-301-4096 4 CA License No:580782 www.kiwiconstruction.com - Email:engineeringckiwiconstruction.com Y\1 Drawn By: CH Checked By: Date Started: 2016-07-02 .. -•. Kiwi II Shop Drawings Property of Kiwi II Construction, % ti{. This Drawing(Printed And Electronic File) a alcifte And The Information Contained Within Are The Property Of Kiwi II Construction filo-,And May Not Be Used Or Reproduced Without The y 7 r Written Permission Of Kiwi II Construction. s. l Kiwi II Notes: 2016-07-02 - Drafting Started -MTJ 2016-08-19 -Review Set-CH 2016-08-25 -For Submittal -CH 2016-11-01 - PLAN CHECK -ART 2016-12-08 - PLAN CHECK -ART 2017-01-11 - Revised unit i x per 2017-01-30 -PLAN CHECK IART/\ 2017-11-10 -Basement Removal - DG • 1 PR II LUJ �` O , eo ;- Z Vr3 ' PE 4114 • = cc U � OREGON b ,�/ Milk talattaIfl 1 *.'wVYYYwYYYYYrY.... ...wy #21 �.��ss+iLSS[[FFJJ rN .vw+xwvvrrwwrrvwwvm,rn,'ww� ivr.ea,.�,14 .r= 34'-Q" \ \ 1 Low Eve _ IIc • I - --- _ i )R COIDO CORRIDOR CO DOR ' iERS PANELS BY OTHERS PANELS BY OTHERSPANELS BY OTHERS 4 -10 �• ' 4 -10 ` „ 4 -10 / 4 -10 4 -10}� 4 -10 4 -10 11 5 -0 _4 -6ff -4 • 6 -4 , 5 -4• 11 l R.O. �' R.O. I / R.O. ., 23'-8. 3rd •— - _evel ..• . .. • . . .. . _ .-. • - . r-,. r- .--, 7-y;'r-4. - -r� iT' r•,-,,.r-•.' ;••••• . .•i, Pr '.i-. rn: :iyrti-..-r `-ci .1, . Ay..� i^ti..- 1z.�rti t•-,..•hR =t,n..--?,.h./. �-� r' ,e.s.., I g I % _ 11 Nt st )R CO;RIDOR CO��IDO� - Y IERS PANELS BY OTHERS PANELS BY OTHERS = 1-... 2 -4 2 -6 2 -6 2 -6 2'-6" 2'-6" 2 - 6 2 -4 2 -4 2 -6 2'-6" 2 -6 2 -6 2'-6" 2 -6 ,2 -4 2 -4 2 -6 2 -6 -0 ,-. r r 51-41, 5,-4„ _ 1 l ,.., ,, A p• .- - n . J R.O. • R.O. - 'v. .r-1 �--,'.r-,:;r;, 'r-i•i :vi'-�•r•-. .=..r.+,t `� - ,-n. .r, ,�....s �r .. ... .. .r. .c ... „ ... .. .. .. _w. .. .0 ..- ,r' ..,''.......r:""may t3�-4" 2nd Level .• - r, ` ARCHITECT INFO: • u�crte '. '. '. '. . . . . . . . . . . .d .. . C wI Y�,r L.al. ..'..'..'.. r©te• • • • • . . . . . . • •a I ' •so C lc o 1 • :•• r. • • P. _ �a ^— .j i - •• \ / j.: CORIDO; COIDOR .= _; , .•: GENERAL CONTRACTOR INFO: PANELS BY OTHERS PANELS BY OTHERS � ' ` I , 'tr• , ,.. y — 0r-0" 1st Level :'Y. ..'Iv:; .. cA '4'. : ti:.. •9 � �'. .a.• i''� ' Sr• •I�'�'':��'4'' � e. ��i �i• .. .�r� . .ta- .. •C�� -t... .. -... ..� -t+.•...'O:S� 'l!' r�• .. _ • .. • _- ,. 'rh: ...•a� ., i'='"vi.,.. - ,��. . yw 4' - .;S%'y,'t ' '4 ...��'it � •.I�:"{.y . � -�.a�. . .- ..`'R ..�•� • . .:itS , a� _ . . ♦: � ...� "y- - ! _.�.- r.•.1'_. V .. :r. •• r. Via• \ / OWNER INFO: 6" 2'-6" 2'-6" 2'-6" 2'-4" 5'-4" 2' 417 2'-6" 2'-6" 2'-6" 2'-6" 2'-6" 21-6" 2'-4" 5'-4" 2'-4'I 2'-6" 2'-6" 2'-6" • 2'-6" 2'-6» 21-6» 2'-6r. de / _ BUILDING - CROSS SECTION - SEG . 2 ... ..., SCALE = 1/4" = 1 '4r PROJECT INFO: , STORQUEST STORAGE 12740 S.W PACIFIC AVE. TIGARD, OR. 97223 BUILDING CROSS SECTION _ w w CC SHEET NUMBER x 0 KS -8 / likiCEE POSTS 0 1650/C. CEE POSTS 0 16"0/C. / /,�u SEE SCHEDULE FOR SIZE. SEE SCHEDULE FOR SIZE. � / 0 0 0 0 caeusrrxucrIan� IN 0 Q 0 28177 Keller Rd. + f f) I INurrieta,Calif.92563 i� 1 y / / / -- ATTACH TO SUPPORT COLUMN SAx:951-301 096 l; Y 4 _ 0 4'-0" T&B TRACK PER SCHEDULE. Phone:677 Go-Klwl-2 CA License No:$80792 W/ 112 TEKS 0 12" 0/C. www .kiwicanetruc8on.aom SIDE VIEW STAGGERED. I Email:enpineerinyelthriconatrucdon.com '�I (1-PIECE) 1/2" THICK BASE (dc TOP) PLATES, Drawn By: CH Checked By: " Date Started: 2016-07-02 ■ ■ \ `. \ \ W/ (2) 5/8"0 THRU-BOLTS. .. ; . 0 0 Kiwi II Shop Drswlnpa Property of Klwi II Construction, ti •r•. , _� r CONCRETE STOP This Drawing(Printed Arid ElinedWnic Fila) .d j.. i• And Tfte frNormatlon Corrtalned WMhin Are �7�F7 '• "w• CLE. The Property Of Kiwi II Construction Inc.,And y i May Not Be Used Or Reproduced Without The I C h �+ id �• / Written Permission Of Kiwi II Construction. CI ,' • 410 TYp• • Typ• i A� ' • • Kiwi II Notes: . / —4 1 - „/ )J COMPOSITE DECK. 2016-07-02-Drafting Started -MTJ 16 ' 3/16„ V 0 0 2016-08-19- Review Set-CH TJ N T ,�_ J N (TS) SUPPORT COLUMN.-/ 14 HAIRPIN BAR IN COMPOSITE-I 0 2016-08-25-For Submittal -CH yp.\G 1) I yp. I SEE PLANS AND SCHEDULE DECK. SEE DETAIL 6/K5-9 FOR SIZE AND LOCATIONS. 2016-11-01 - PLAN CHECK-ARTA WELD TO VERTICAL COLUMN. 2016-12-08-PLAN CHECK-ART i 3/16" 2017-01-11 -Revised unit mix per 1asTN CHECK-ARTA\ /. !_\" Yp` - Typ, {Ts) VERTICAL COLUMN. 20171-10-BemenRemoval-G (TS) VERTICAL COLUMN. SEE SCHEDULE SEE PLANS AND SCHEDULE CEE POSTS 0 16"0/C. SIDE VIEW FOR SIZE ANDD LOCATIONS. ( SUPPORT AND SEEPLANSSCHEDULE SEE SCHEDULE FOR SIZE. r• [• FOR SIZE AND LOCATIONS. FOR SIZE AND LOCATIONS. 1 WELD TO VERTICAL COLUMN. . 1 �t l ► PR I ..,__ __,j \ Blade Support Conn. 2 Thru-Bolt Conn, � � a�r a ` (2 2 T1\ KS9 . 0 TYp• KS9 TYp• _OREGON�, Types Typ• / 14. CONT. OUTTER TRACK, VERTICAL AT ANGLE, TRACK, SEE SCHEDULE FOR SIZE. ,t 20 1146 SEE SCHEDULE FOR SIZE. ATTACH TRACK tiVHi TO EACH SUPPORT COLUMN W/ (3) 112 I TEKS EA. LEG. (6) TOTAL EACH CONN. (TS) VERTICAL COLUMN. _ ` SEE PLANS AND SCHEDULE , • N N , FOR SIZE AND LOCATIONS. 1/2" THICK BASE PLATE, 0W/ (2) 5/8'0 EPDXY ANCHORS. I JI I a I 5" EMBEDMENT INTO MASONRY.. F (TS) SUPPORT COLUMN. �,r SEE I.-TAIL 5 SEE PLANS AND SCHEDULE THIS SHET 48" f FOR SIZE AND LOCATIONS. coC9 48 __.. :�.i� 1 WELD TO VERTICAL COLUMN. 4 A ° . / Typ H • iyp• t. 4 -� f N I CD T&B TRACK PER SCHEDULE. • °. , ° CONCRETE STOP I ATTACH TO SUPPORT COLUMN COMPOSITE DECK SIDE VIEW sTAGCEREO. S 12" 0/C. ,° ANGLE. .. TRACK PUCE LOCATION. 4 HAIRPIN BAR IN COMPOSITE ° TRACK SPLICE LOCATION. S j ' F NEEDED. fF NEEDED. DECK. SEE DETAIL 6/KS-9 Is t (-7 KS9 ^� KS9 C , / y e Typ' Typ�� 4 o 0 4f) 4ff (TS) VERTICAL COLUMN. (TS} VERTICAL COLUMN. 1 T WI T I SEE PLANS AND SCHEDULE ' / SEE PLANS AND SCHEDULE MASONRY WALL. Yp. T-- Q Yp O FOR SIZE AND LOCATIONS. FOR SIZE AND LOCATIONS. SIDE VIEW BY OTHERS. )f/ )) EXT. WALL BOTTOM . s t TRACK BELOW. O O O O _.,_ ,_ Typ. C 1 Typ, Column conn, @Masonry 3 I _.,,,_ •• j- I I I TYp• Typ. I I Continuous °° Continuous 00 d n TYp Typ• 3/16 �/ 3/16" - . , ARCHITECT INFO: • TOP VIEW .. . Yp C}Typ. 4 • .. _.a.\ 60„ ! . ; o� �. : o,;, 60"3 KSS \ ~� . • {. a 7^ • . KS9 [4 Typ \-..../ .../ , \ _ ♦ '+ I. ,. (TS) SUPPORT COLUMN. '.y'. / r. • ,. SEE PLANS AND SCHEDULE :. U ' e O, . FOR SIZE AND LOCATIONS. CONT. GUTTER TRACK, VERTICAL AT \ •'.' Oma. O • aO / GENERAL CONTRACTOR INFO: II .,t 0 T WELD TO VERTICAL COLUMN. r.. O 3 Yp O Q ANGLE, SEE SCHEDULE FOR SIZE. _ / I I ;A ,1 I ----.- ATTACH TRACK TO EACH SUPPORT / I I I T K S 9 + / I COLUMN W/ {3) X12 TEKS I A. LEG. (2) 5/8"0 THROUGH BOLT 4' ,4AIIWI 'U' 16GA. BOTTOM I N Yp cv T(6) TOTAL EACH CONN. ® EA. COLUMN. 1 I_1" l'-1" TRACK X-BRACING AT BACK OF THESE l_ _ T J Typ` ,� L )J \ A (TS) VERTICAL COLUMN. 14 BAR (HAIRPIN) 60" LONG— POSTS. USE 'L' 3"x3"x16GA. ANGLE. , • - i . /. SEE PLANS AND SCHEDULE ® EA. COLUMN LOCATION NOTCH ANGLES OVER EACHOTHER. � _ FOR SIZE AND LOCATIONS. TO BE BENT AROUND THROUGH /� x-BRACING AT BACK OF THESE TOP VIEW �, BOLTS AS SHOWN./I\ ATTACH TO TOP AND BOTTOM OF POSTS. USE 'L' 3"x3"x16GA. ANGLE. L'2"x2"x16GA. ANGLE 048" 0/C POST W/ (2) X12 TEKS EA CONN. NOTCH ANGLES OVER EACHOTHER. VERT. NOTCH ATTACH LEGS TO 1 1 )-8 )-8 1 Q fJ ATTACH TO TOP AND BOTTOM OF • eTyp. TRACKS W/ (2) #12 TEKS EACH. U POST W/ (2) #12 TEKS EA. CONN. / '' " Blade Conn. To Exterior Wall Columns 4 Hair-Pin Detail @ Columns 5 OWNER INFO: . :f Jf -- \___- 2 l- -- -- 3 LA: E F� A N/ I \ G SCHEIULE Iii I CO r THIS SCHEDULE IS FOR ,THE ENTIRE PROJECT SOME ITEMS MAY NOT BE SPCIFIED ON THIS -- PARTICULAR PLAN, SEE MISC. COLUMN FOR MORE INFO. FOR EACH ITEM ON EACH FLOOR NL. 1 O SHAPE W F Ga. USAGE SPACING ANCHORS 0/C MISC. o `� C1 C 6" 2 1/2" 16 STUD FRAMING PER PLAN N/A 1/8"----------------------_______T...j X 3" (i" 12 EA. CONN. PROJECT INFO: ` i. '11), T1 U 6 16 STUD TRACK N/A N/A BOTH SIDES L J Bt ItACK VIEWSTORQUEST STORAGE TS TS 6" 6" 3/16" TUBE COLUMNS PER PLAN PER DETAIL SEE DETAIL 12740 S.W PACIFIC AVE. • TIGARD, OR. 97223 --=r ST L 2" 2" 16 STUD TIES PER PLAN N/A SEE DETAIL \ •: - a � , . A , BUILDING 1 , • • •d- • • .4 ~-. • • - BLADE FRAMING q •d a.' ` d. ''. *, . - W i =z ' W , e - SHEET NUMBER cc �� = BUILDING - BLADE SECTION - 2 ,- = BUILDING - BLADE SECTION I- 'I0L._ .. _ 1 �, . „ KS -9 SCALE = 112 = 1 -0 SCALE = 1/2 = 1 -0 ♦ - BOTTOM PLATE RE-INFORCING DESIGN BY COMPOSITE PANEL LAPS: (1) #12 HH TEK - ORIENTATION/HOLE PATTERN SSF ENGINEERING PER R PLAN SCREW ® 36" 0/C, OR, BUTTON� PUNCH AT SAME SPACING TYP. 11[..!Altitiii: NOTE: n 4' PLACE 6X6-6/6 �ONSTF2iJCTION IN 1 Q" j THICKNESS 8'-O" 81-0" „ 1.eq. .eg. , WELDED WIRE MESH PER SCHEDULE 28177KellerRd. ~E(?. EQ. EQ, EQ 3 4 3Lq LAP = ® 3RD LEVEL Murrieta,Calif.82563 it• 1 eq. 1. eq. r SPACING +2" r Phone:877-GO-KIWI-2 ` 'it 2 #4 8"0/C TYP. -(2 5 CONT. FULL #4 8"0/C TYP. (2 5 CONT. FULL ° • FAX:951-301.4096 } # ) # 6" MIN. NOTE: ��. CA License No:580782 LJ LENGTH OF WALL LENGTH OF BLDG. fi �i !ET SPACING SPACINGO PLACE 44-6/6 �I//� f , - •eq 4 g ,e e•- L -txa x xl - Ax11 � ( 4 . I I I I I I I I �` -, NOMINAL .■ • y �}. A 4 �, „ I May Not Be Used Or Reproduced Without The ►' d ° 6 fi :, - 4 ' - it a _ 1 °. ` • - . V ".. Q9^ 6I I I I I I � \ / • * — ` . I ° •. 6x6 W 1.4(W 1,4 Written Permission Of Kiwi II Construction. ❑ A ►I �� I i I I I I Q� � ♦ WELDED WIRE MESH I PER FLAN ,I+i n I ►!� !.I, n I I " - --------�-- i +� -------1----+- C� 1ST LEVET ;. , #12 TEKS © 24 0/ (TIP.} . .�. ° L#12 TEKS 24 0/C ( P.) 1 4 SEE FOUNDATION PLAN FOR , ►4 / i i i i i LOCATE PLUMBING, MECHANICAL AND �� " Kiwi II Notes: • • 1/2" THK. BOTTOM PLATE I REINFORCING ►'� �_' ' (2) 1 2" ANCHORS (5" EMBED) ELECTRICAL CONDUITS AND 2 DECK ---11 6 X6 X16 GA. CONT. L 6 X6 X16 GA. CONT. / 1 l I I i I I 1 0 �; LEDGER EA. SIDE W/ 5/32" �� •; LEDGER EA. SIDE W/ 5/32" F.F. I L I I L 1 PENETRATIONS © CENTER OF HIGH 2016-07-02 - Drafting Started -MTJ • RIB OF DECK PAN ONLY 1 12 TEK © EACH 2016-08-19 - Review Set-CH RE-INFORCING DESIGN BY �; •4 SHOT/PIN © 24" 0/C (TYP.) RE-INFORCING DESIGN BY 1� - O SHOT PIN @ 24" 0/C TYP.) i a I I/� I I ! I I I I I I } # • • / / • ° ° •' / / (TIP.) . • • • I ! I I I I LOW PAN U.N.O. 2016-08-25 - For Submittal -CH SSF ENGINEERING ;; SSF ENGINEERING ° •: "'�'"'" d U I ! I I I I I ` 2016-11-01 - PLAN CHECK -ART —1 r I I I I r T 36" COVERAGE '' k 2016-12-08 -PLAN CHECK -ART •1 0•4 �•, ►�. P / �\ • Q (�J' �' I I t I I I I I I I {�I t 0. '�qpA I ` ��/\��/� d a !\\7\7 \` 2017-01-11 - Revised unit mix per ��%%��j� d 4 • ° ��%y/�� 2017-01-30 -PLAN CHECK-ARTA 1 NOTE: CONCRETE SUB-CONTRACTOR CA) �� a 4• .% NOTES: 2017-11-10 - Basement Removal -DG B TO BEND ALL DOWELS DECK (TYP. a V• % 1. CONCRETE TO BE MINIMUM 2.5" ABOVE TOP OF HIGH RIB INSTALLATION PER MANUFACTURER SPECS, ICBG ER-207813 / •° ° c %��FOUNDATION & RE-INFORCING DESIGN 2. PLACE 6x6-1.4/1.4 WELDED WIRE FABRIC IN COMPOSITE DECK AT MIDDLE OF CONCRETE COVERAGE, ALL WALLS) * SEE NOTE ABOVE FOR 2ND FLOOR MESH. BY SSF ENGINEERING 3. FOR FLOOR PENETRATIONS GREATER THAN 6' DIAMETER CONSULT ENGINEER REGARDING ADDITIONAL BRACING Composite Deck Over Masonry Wall 5 Steel Post Footing Detail 3 Wire Mesh Lap 2 Composite Deck Detail 1 ., - , EF . 132+ rc4• , 8'-O" 8'-O" \ ...,OREGON41, 30" EQ. EQ. I - EQ. I EQ. R�R- 20.' �-� 16" 1 30" 2 #4 © 8"0/C TYP. = I (2) #5 CONT. FULL 8"0 C TYP, r-(2 E45 CONT. FULL "N yyF.��►F�.�._. X 16" STAGGERED LENGTH OF WALL #4 / LENGTH OF BLDG. X #4 BARS @ 8" 0.c. ► I DECK REINFOR, a� ia�•� 4 EARS @ 24" 0/C DECK REINFOR TAG 30'ED �o �� #4 BARS @ 24" 0/C E �-. �� X X 4 ► 1 © (SEE PLAN) 24"� �0 09 (TYP. @ 8 LONG) SEE rLAN)-\ 24" �� ° (TYP. Q 8 LONG) XCOMPOSITE v/ #4 BARS c 8" O.C. I ( �r----- � 0• ,% %1 FLOOR / * eb L.-- .7 xi -» o• ° x�—x 1 4 ° .4''.......,.> RE-INFORCING DESIGN BY •/�� .',� J x 4' °_ _ r•i - • a t a° SSF ENGINEERING ' %� �► ter >��I, p g � i;` i!. lc „ , ,� - c �, 0 -#12 TEKS @ 24 0/ (TYP.) q4. r I. L#12 TEKS @ 24 0/C (TYP.) 04 ; 7 - :r.;.. ...... ... #12 TEKS ® 24" O C TYP. •i; i i L•_ �_ /��1,� _ �► _ n " •' -4 ,L, 6"X6"X16 GA. CONT. �,� �// / / (TYP.) L 6X6 X16 GA. CONT. ( •! f� � ,,e,- ; ; RE-INFORCING DESIGN BY r� • cr � ' "5�� SSF ENGINEERING � ► ¢ LEDGER EA. SIDE W/ 5/32" Q •� LEDGER EA. SIDE W/ 5/32" .�/��/�,�� 3 '�� , ,, SHOT/PIN 24 0/C {TYP.} #12 TEKS 6" 0/C (TYP.) :%► � � SHOT/PIN 24' 0/C (TYP.) �� /�V �� 'L' 4"X4"X16GA. CONT. L . L •44 i• / " LEDGER W/ 138"4 x 1" SHOT - - '• L 4'X4"X1 4 CONT. X /� X & PINS 12" O.C. > •,/ l i�� ►�i i ►• �� LEDGER W/ 5/8" X 5" EMBED. X X ►•� - KB-3 EXP. ANCHORS @ 24" 0.C. X ��1 A. RE-INFORCING DESIGN BY %O-- --RE-INFORCING DESIGN BY -�n�o X „. . .X „��A`Art zi..+ SSF ENGINEERING A'►'+ SSF ENGINEERING I BEARING CONDITION NON-BEARING CONDITION X B X A NON-BEARING CONDITION NOTE: CONCRETE SUB-CONTRACTOR TO BEND ALL A BEARING CONDITION i DOWELS @ DECK (TYP. @ ALL WALLS) Floor Deck At Masonry Wall 9 Composite Deck Over Masonry Wall I Lintel 8 6 30" - - 4 30" 16" - � . 16" r ARCHITECT INFO: #4 BARS ® 8" O.C. //// X 4 4 % #4BARS @8" O.C. COMPOSITE 7l fL00R , RE-INFORCING DESIGN BY %%% 4r, ,� ..• ,0.-. SSF ENGINEERING AA: , ,,,((.!1!„, . , .ry k• •,. . ••._ . ; ..:.,. 1% #12 TEKS 6 0/C AT WALL % � r 3' 0 C AT EXTENSION TO DECK ;, , ' RE-INFORCNG DESIGN BY 1 e / .‘.,;--;:i-.1. � .A u �� 'L' 4"X4"X1/4" CONT. • �� SSF ENGINEERING #12 TEKS Q 6" 0/C AT WALL �� LEDGER W/ 5/8" X 5 5/8 EMBED. - 3" 0/C AT EXTENSION TO DECK 1- HY-70 EPDXY ANCHORS © 8" 0.C. GENERAL CONTRACTOR INFO: 7 'L' 4"X4"X 1/4" CONT. X X LEDGER W/ 5/8" X 5 5/8" EMBED. X X -` HY-70 EPDXY ANCHORS © 8" O.C. X X AAAAAAAA /�� BEARING CONDITION B NON-BEARING CONDITION A '. / Floor Deck At Masonry Wall AT DRAG LOCATIONS 13 12 1 1 10 ' PROJECT INFO: STORQUEST STORAGE 12740 S.W PACIFIC AVE. TIGARD, OR. 97223 J ' DETAILS I W CC SHEET NUMBER Et i 0 19 18 17 16 15i D1 / ki STITCH SCREW AS REQUIRED SEE PLAN FOR FLAT PANEL ALTERNATE -WHEN SHEARWALL 15 BETWEEN LOW-PANS PER SCHEDULE (SEE FLOOR PLANS}, WALL LOCATIONS #12 SCREWS �''h FOR POST ORIENTATION SEE FLOOR 2nd F.F. COMPOSITE DECK �/; =7 y ,. •'Frfes': `y'�t11r CONSTRUCTII/ lt PLANS. ...A..•.... 3,. MIN. _ _ _ �....� �',�;'� '6.‘,..,...:% 16GA. TOP TRACK. BEARING ATTACH TRACK DIRECTLY /1 I I I I ' 28177 Keller Rd. TO PLATE & PLATE TO412" W x 18 Ga. PLATE PRIMARY-WHEN SHfARWALL TOP TRACKMurrieta,calif.92ss� iC�'F ON LOw-PANS 12 TEKS PER S.W. _CHED. phone:877-Go-Klwl-2 {(1} #12 TEKCOMP, DECKCONTINUOUS �� 1 1 T KSFILLER PANEL, IF NEEDED. Fax:sal-301 sass ~ \ EACHCONN. FILLER PANEL, IF NEEDED. EACH CONN. CA License No:seo7aziwww.kiwiconstruction.com % Email:evgineaang�kiwiconstruction.com ��'k44 %,..,%4 \ TOP VIEW ( TOP VIEW IPOSTS PER PLAN to Started:N2016 ill-02ckedBy: „ - - ��,!! 16GA. TOP TRACK. O ! \ - FILLER PANEL, IF NEEDED. ATTACH TRACK DIRECTLY Kiwi q Shap Drawings Property of Kiwi a construction, ti fi - TO PLATE & PLATE TO 'U' PANEL PARTITION This Drawing(Panted And Electronic File) .J - J�l ~ And The Fnformation Contained Within Are COMP. DECK YL The Property Of Kiwi II Construction Inc.,Anrl * 611!, — I May Not Be Permission Or Reproduced Without The I I IIII • J METAL SHEARWALL, PER PLANS Written Permission Of Kiwi II Construction. 4 ii I\ ! POSTS BRACE (IIID-HEIGHT) \ �I\ \\ PER PLAN W/ 2 #12 ` ! I l POST PER PLAN �—POST PER PLAN { ) %•4 SCREWS TO EA. STUD \\, \� � I I I Kiwi II Notes: . CONT. 16GA. BOTTOM U-PANEL AND CONNECTION PER PLANT A l\` 1/4"0 TITEN ANCHOR i 7 TRACK OR CORRIDOR PANEL CONT. BOTTOM TRACK ' PER PLAN 2016-07-02 - Drafting Started - MTJ \I I\ SPACING PER SCHED. 1/4"0 TITEN ANCHOR I I #12 TEKS PER S.W. SCHED. 2016-08-19 - Review Set-CH ON PLAN ANCHOR PER S.W. U-PANEL \� SPACING PEORNSPLAN. I I SCHEDULE ON PLANS 2016-D8-2s - For Submittal -CFI PER PLAN \ FRONT VIEW 1 2016-11-01 - PLAN CHECK -ART 3'-0" I - . •. . a d \ I a a• 3 \ . . I I I4 'S LEVEL I 2016-12-08 - PLAN CHECK -ARTA t1' .t. • a : • a n a a 4 A- . `� a . 2017-01-11 - Revised unit mix per l�. \ d • q q 2017-01-30 - PLAN CHECK -ART a d PER PLAN ^ PEf2 PLAN PER PLAN PER PLAN 6, I a a • d o 4 e A Bottom Track Detail I 00 I BOTTOM TRACK 2017-11-10 - Basement Removal -DG # TYP, PANEL OVERLAP B Bottom Track Detail v . ,. 'A,•..�r��4 .. 12 H.H. TEK PER SCH. � � PER PLAN (SEE FLOOR PLANS) O r-c0 /2\ ,-.."..-.• „ PR • U-Panel Profile & Connection ] 1st Level - Longitudinal Shear Wall I 4 1st Level - Transverse Shear Wall 1 , aL EF.:. - 40 134 � � ” . SEE PLAN FOR FLAT PANEL l ALTERNATE -WHEN SHEARWALL IS BETWEEN LOW-PANS WALL LOCATIONS #12 SCREWS 16GA. TOP TRACK. ��.• • 3" MIN. _ 3rd F.F. COMPOSITE DECK ,�i OREGON�d BEARING1 Y1`'i'::;),j; .-;,�; _..:'.,�-'q:r.”'i.",�.�. .":•!ice ;. �Q�y- ATTACH TRACK DIRECTLY "V 1 HM"- PRIMARY-WHEN SHEARWALL IJ TO PLATE & PLATE TO 12" W x 18 Ga. PLATET Fl PANEL, IF1 I 1� COMP. DECK CONTINUOUS . ON LOW-PANS 1 #12 TEKS FILLERNEEDED. #12 TEKS PER S.W. SCHED. TOP T 2A.,K 8 A (1} #12 TEK ( ) E OS._Mgr: 'L'18GA. CORNER TRACK W/ EACH CONN. - .. TITEN ANCHOR O FILLER PANEL, IF NEEDED. EACH CONN. 1 Yz" LONG TEK SCREW. 0 FLANGES STAGGERED TOP VIEW ! 1 r O SEE S.W. SCHEDULE FOR SPACING. - • TOP VIEW ATT CH TOP TRACK.DIIRECTLY POSTS PEI; LAN _�� .... ..... . . _.. ... - . _......... ....-.. . ... ._.__.... �.. . - FILLER PANEL, IF NEEDED. TO PLATE & PLATE TO 'U' PANEL PARTITION r I I - COMP. DECK VI _ - I METAL SHEARWALL, PER PLANS �ii _III LONGITUDINAL S.W. POSTS BRACE AID-HEIGHT) O LONGITUDINAL S.W. � , .._, ,..,_. � „,.• l PER PLAN W/ (2) #12--POST PER PLAN I P05T PER PLANSCREWS TO EA. STUD //‘ CONT. 16GA. BOTTOM U-PANEL AND CONNECTION PER PLAN-� I CORNTPLBON OM TRACK I , ' / START & STOP PARTITION TRACK OR CORRIDOR PANEL #12 TEKS PER S.W. SCHED. • © LONGITUDINAL WALLS. Go ANCHOR PER PLAN ANCHOR PER PLAN I ANCHOR PER S.W. rrSCHEDULE ON PLANS w : z ; FRONT VIEW II \ 1 I _ ¢ , - I l gnu LEVEL CONTINOUS PARTITION a - 4 ° n a. ' .;, .'`� ,.�s' '�.....— I' '''::.m— y - -=:i @ TRANSVERSE WALLS. e 4 \._, ._ - °+7—13 . . . PER P ' PER PLAN PER PLAN PER PLAN I Cst v Bottom Track Detail ` B Bottom Track Detail � y „__ _ I I N el I el BOTTOM TRACK - N el A If ,, 17 O Shear Wall Intersection 8 2nd Level - Longitudinal Shear Wall L5 2nd Level - Transverse Shear Wall 2 ROOF DECK PURLIN INTERSECTION AT MID SPAN GIRT - ROOF DECK — — — - — — — i a PER PLAN ROOF DECK I PURLIN PURLIN - ' 0 r r 4 r`- - — -o o- — �ER PLAN PER PLAN I I DRAG STRUT I '� 'J' VERTICAL GIRT — — --°-- — PER PLAN I tDRAG STRUT I ARCHITECT INFO: DRAG STRUT \-PURLIN PER PLAN FILLER PANEL, IF NEEDED. PER PLAN PER PLAN - I I I - (3) 12 TEKS I FILLER PANEL IFN I A I I 'L' CORNER TRACK EACH CONN. NEEDED.TOP VIEW - i (2) 1/4"0 TITEN ANCHOR � I I •• AT EA. POSTS' " A _ -- POSTS PER PLAN 1 I i #12 X 1 1/2" H.H.H. TEK I I O METAL SHEARWALL, PER PLANS SCHEDULE ON I PARTITION FLOOR PLANS PANEL U-PANEL AND CONNECTION PER PLANT �-' E 'U' PANEL PARTITION = POST PER PLAN OR CORRIDOR PANEL POST PER PLAN TOP VIEW - - - - R IA • II (2} 1/4"0 TITEN ANCHOR %- POST PER PIAN• I I I� i GENERAL CONTRACTOR INFO: AT EA. POSTS CONT. BASE ANGLE I I l #12 TEKS PEI? S.W. SCHED. 'L' CORNER TRACK ICONT. BASE ANGLE PER PLAN I I I I I PER PLAN A I l #12 X 3/4" H.H. TEK I (2) 1/4"0 TITEN ANCHOR OI FRONT VIEW I I I I - CEE POST PER SCHEDULE ON I "I. , AT EA. POSTS I --��- 3 d F.F. I I I .. b• , N O t. t, 4 - LI SEE PLAN FOR SIZE FLOOR PLANS I , . - e =a aI v _ / tri & ORIENTATION = -a l 14 ` '`; �. . . .y.i: `-;te: '=' ,- _ a — -- - - d .,_ v .t. ir it F2 PLAN PE ['LAN I ALTERNATE DETAIL A A T A Bottom Track Detail Ln le 11-1• e O O B Bottom rack Detail BASE ANGLE PER PLAN \ . Corner Track & Vertical Girt Connection 9 Roof level - Longitudinal Shear Wail 6 Roof Level Transverse Shear Wali (Base Angle) 3 CLIMATE U-PANEL I Y CONTROLLED �/ POER PLANP K 1. AREA PARTITION 441 I +$4444 �4 4OI INSIDE "AA" \. �'-� TOP TRACK �� I4�� L' CORNER CLOSURES JR�� r� �� TRACK `►r%�i � OPER PLAN ` ��'I �� i'I�� CEE POSTS 40414 40� 12 H.H. TEKS. PER SCHEDULE . 4,,#,O#4t0,�I4.�.• (2) 5/32" / # /. OI#4.4.`44 e,....,,,,. . PER PLAN " 40h�j�``I0 DIA. X 1" PIN AV ;;- 'L'1 1/2"x2 1/2"x18GA. / III* 'L' CORNER TRACK `� it TOP ANGLE. 12" LONG. - i 4�� i PROJECT INFO: �/ .. -is J' VERTICAL GIRT — 5' O.C. (TYP) X .� CEE POSTS CEE POSTS " ._INSULATION ;,I s i INSULATION PLAN PER PLAN .1 PER PLAN PER PLAN I U' PANEL PARTITION CO STORQUEST STORAGE • NON-SHEARWALLS ONLY. k 'L' CORNER U-PANEL SEE PLANS FOR LOCATIONS. t 12740 S.W PACIFIC AVE. TRACK . PARTTON ,i �- TIGARD, OR. 97223 'L' CORNERII -r TRACKlib f ,• INSULATION I / (1) 5/32" DIA. X 1" PIN• x J �N�tt��ttlt1 PER PLAN _ I / 11 ? A. i DETAILS 1 — n , BASEANGl E. 4' CONG -r174____ OI4.`r�4.�OI • ��i'I4►��OIp�� d a x NONPSHEARWALLANEL S PARTITION0N w CLIMATE ,�4$ $ ��s'I4��I�p,� CLIMATE a a • #12 TEKS PER �x CONTROLLED OI4►�s' . 4$ $4. CONTROLLED • ° SCHEDULE (SEE SEE PLANSLONSFLOOR PLANS) SHEET NUMBER frt AREA OI�IOI AREA o 14 13 Climate Controlled Wall 12 Vertical Girt @ Floor System 11 Corner Track @ Floor System - ( 'U'-Panel ) 10 D2 ( 1 n } PARTITION WALL PANEL PER PLAN. , EXTERIOR CEE POSTS HANGER ANCHOR SCREWS THRU-BOLT • HANGER ANCHOR SCREWS SIMPSON PAB START AND STOP PANEL AT DBL. POSTS #12 TEKS, PER SCHEDULE will/ 0,,; ( I S/LTT20 1/2"0 (8) #10 8" - -0 (-) #-- PAB- (SEE PLAN FOR SIZE & �. ON FRAMING PLAN, / SPACING) ► �!� �orvs�FzucrioN ,N (• IS/DTT2Z 1/2" (8) #14 $" 1- -0 (-) #-- PAB- „ 'L' CORNER TRACK S 28177KeIlerRd. HTT4 5/$ (18) #10 8" - J CA) 4 Murrieta,Lalli.92563 �rai� 4 ( \I j W/ #12 TEKS @ 12 0/C. _ — / CMU WALL ,. HTT5 5/8"4 (26) #10 8" STUD ` �' Phone:877-Gp-KIWI-2 EA. CONNECTIONNI LOWL' CORNER TRACK TO #12 TEKS �' FAX:951-301-4098 Co° PER. S. SCHEDULE �'�'��"� BY OTHERS GA License No:580782 ( HOLD DOWN PER PLAN _ A PERIMETER WALL W/ 4�r46♦ www.kiwiconstruction.com �,.� (' #14 OR #10 SCREWS ) , IiH+ / (2" LONG) #12 TEKS, Email:engineering�kiwtconstruction.com ) .., .,.' Drawn By: CH Checked By: THRU-BOLT PER TABLE PER SCHEDULE ON PLANS. _ 1.. : y. Date started: 2016-o�oz �■ •: " �■ ( 1 — 14 SCREWS LINER PANEL, PER ` L' 1 1/2"x2 1/2"x18Ga. CORNER TRACK Kiwi II Shop 0rawsngs Property of Kiwi II Construction, ti BOTTOM TRACK— # —J / 4 '•. This Drawing(Printed And Electronic File} ( 1/2" EXP. ANCHOR - A HOLD DOWN PER PLAN \ = STUD _ ' ��4o TO CMU WALL W/ (1) 1/2"� x3" EMBED. The Property OrKwiuCon'struotion'Inc..,And SCHEDULE ON PLAN A 1 BOTTON ( PER SCHEDULE4 �. KB3 TOP, MIDDLE AND BL I UN May Not Be Used Or Reproduced Without The ` } DBL. POSTS Written Permission Of Kiwi II Construction. •�!vitt ISEE PLAN ./-- ,1---N1 / 4 •:. .'r:. 4 / FINISH FLOOR ' -• , ( ANCHOR PER TABLE \iOf A SEE PLANS FOR t• •• �••4 ( ° 14\ d d ° • ° • d ° 1/2" EXP. ANCHOR -, L' 3"x3"x14GA. POST BASE7/ EXTERIOR MATERIAL ►, 4, ♦- '� w / Kiwi II Notes: a 4 PER SCHEDULE BOTTOM TRACK ) CLIP. W/ (3) #12 TEKS „ (1) 1/2• " x3" EMBED. KB3, .--I . - : @ TOP, MIDDLE AND BOTTON 2016-07-02 - Drafting Started - MTJ �r f I ) TO POSTS AND (1) ANCHOR .•:•: ;" 2016-08-19 - Review Set-CH l , 11 5 ® EA. CLIP, PER SCHEDULE /91_) * / 0P:«�rw 2016-08-25 - For Submittal -CH r FINISH FLOOR /, 'L' CORNER TRACK TO BEARING +,. 1• 4 a a \ • ► 2016-11-01 - PLAN CHECK -ART A d ° WALL POST & PARTITION W/ p 4.• �. d a ) / B a:;'; r,'� �' CMU WALL CELLS TO BE ALL FULLY ( TOP TRACK— - A • d #12 TEKS PER SCHEDULE, & 2016-12-OS -PLAN CHECK ART .' '� GROUTED COMPOSITE DECK. _ • ./. d a . 11 / TO TOP & BOTTOM TRACK W/ t��r�� 2017-01-11 -Revised unit mix per • 1' o= a • a • c LI 1 / (2) #12 TEKS. ��..Mgr 2017-01-30 - PLAN CHECK -ART-n HOLD DOWN PER PLAN ° ° a "' a a Jl 2017-11-10 - Basement Removal DG (' (TO MATCH HOLD DOWN ABOVE) STUD • a d' 1 DBL. POSTS -- / ., (r ° SEE PLAN TOP VIEW -/ TOP VIEW #14 OR #10 SCREWS } / PR ( A\ Hold Down Conn. @ Floor Deck 0 Hold Down Conn. 4 )) Corner Track @ Dbl. Post 3 Partition to Exterior Metal Wall 2 Partition to Masonry Wall 1aa'4E !- 'C' 6"X3.5"X12 GA. BEAM HANGER. (BASEMENT. & NOTE: PONY POSTS & BOTTOM TRACK NOT SHOWN FOR CLARITY. i^ 2WX18 GA. COMP. DECK J CEE BEAM PER 2Wx18 GA12 TEKS . COMP. DECK 'U' 12 GA. CONT. cc 1ST FLOOR) C 4`X3.5'X 12 GA. BEAM HANGER. PLAN PER BEAM SCHEDULE TOP TRACK �i. OREGON , (2ND & 3RD FLOOR) BEAM TO HANGER W/(6) B 20 �� ai < (A) I AA ' TOP1 TRACK CONT. q'��,r,_R O#12 HH TEKS, EA. PER BEAM. HANGER TO CMU < TOP TRACK -"aV WtiP W/ (3) 3/40 x5-5/8 EMBED KB3 ANCHORS. n PER PLAN I, ♦.!� • ,....-- ALT. IT 1 ` / / / CEE BEAM PEEN , / �" ��•�/4 os: '', L (3) 3/4 TEN HD 11// MASONRY WALL k� �� =�� i1�` SIMPSON ANCHORS ��""BY OTHERS""-Er 1 �� i i / -r .��!� 1 ��i41 ,' \ #12 HH TEK. (TYP.)�j - i ., : + ��`1� i11` ''�� ` ��1\` ::._.1 ]�\ i i j �=��. `��11\1` `��'!% `i BEAM TO TRACK W/ r / •• 1'NAIN �`% 1 12 TEKS AT 12' 0/C. .41 t O O a z i �' tI �� ►� I► ., ,% I DBL "C" POSTS/STUDS /jr O O I a o �. DBL. 'C' BEAMS @ EA. < '+ x �.,, ,,I. I / v Y i \ DBL. CEE POSTS is `. t -coY i \ PER PLAN I, SIDE OF DBL. 'C' POSTS. ` DBL. 'C' BEAMS @ EA. SIDE 01 \_' V ` { DBL. CEE BEAMS /� SEE TABLE FOR #12 TEK DBL. 'C' POSTS SEI TABLE FOR PER PLAN / QUANTITY & PATTERN + BEAM TO TRACK W/ 4. �'�' /\ ' #12 TEK QUANTITY & PATTERN .�4�. d DOUBLE BEAM (SEE •.,a `�. (1) #12 TEK, AT 12" 0/C. s in. .. 4 INDIVIDUAL BUILDING FRAMING '• k _V Q NOTCH BEAM LEGS �. (1) #12 TEK, (1) #12 TEK @ 12" 0/C oa PLAN FOR SIZE & GAGE) CMU WALL TO BE ATTACH BEAM WEB TO — DBL CEE POSTS + FULLY SOLID GROUT DBL POSTS LEGS W/ PER PLAN ®12" 0/C VERTICALLY, DBL "C" POSTS/STUDS + VERTICALLY, STAGGERED 2" OFF C.L. " " STAGGERED 2 OFF C.L. i (NP.) „ „ + DIM A =1 1/2 MIN. SIDE VIEW ATB M (8) #12 TEKS EA. CONN. CEE BEAM PER , , DIM "B"=1 1/2" MIN. + 1 .5 fi" 1 .5 x TOP VIEW / HANGER LOCATION. 1 DIM "C"-2" MIN. ISO. VIEW PLAN _ #12 TEKS tJ 16GA. CONT. • NOTE: 'X' WIDTH OF POST '� , e e 1 i--., PER BEAM SCHEDULE BOTTOM TRACK '� r DOUBLE POST BASE CLIP 9" LONG �� e W/ (2) 1/2"0 EXP. ANOA6''MIN APART O O DBL. CEE POSTS ' ' • • NOTE: AT BEAM HANGER TO METAL WALL - SAME # & SPACING TO BE PER PLAN � NOTES: NOTES: ; 9" + USED, USE (6) #12 TEKS TO DBL. POST - VERIFY ALL STEEL SIZES WITH FRAMING PLANS - VERIFY ALL STEEL SIZES WITH FRAMING PLANS Beam Hanger To Concrete / Masonry Wall 9 Beam at Door/Window Opening 8 Beam to Dbl. Posts 7 Double Beam/Posts Detail (Corridor) 6 Dbl, Beam/Dbl. Posts Conn. DBL. MC3x7.1 BEAM ) 'L' 2"x2"x18Ga. CONCRETE STOP 'L' 2"x2"x18Ga. CONCRETE STOP NOTE: LEDGER NOT SHOWN FOR CLARITY AIR DUCT "BY OTHERS" CONNECT TO DBL. STUDS W/ (1) HILTI X-EDN19/THQ12 WITH (1) #12 SCREW AT 12" O.C. CMU WALL (8) #12 TEKS EA. END & TO > TOP TRACK W/ #12s ® 1z" 0/C.c. SHOT & PIN @ 12" 0/C. 2W COMPOSITE FLOOR DECK (NOT BY KIWI II) , TOP TRACK 2W COMPOSITE FLOOR DECK 2W COMPOSITE FLOOR DECK 'L' 2"x2"x18Ga. CONCRETE STOP 2W COMPOSITE FLOOR DECK 2W COMPOSITE FLOOR DECK— > COMPOSITE DECK ) WITH (1) #12 SCREW AT 12" O.C. . .- NI ARCHITECT INFO. K' 414 % , I • Z ,L7. ,..?;-, , .ii,.N`',If.'4:.'.a.4:71:: i.lt. • ''-1:.'4:.it.:%4'1101..;-'-'.-.:..'.47.::.:.;•-•,:',-...:, .-:-:r71,: ; •?..•:"1-i ;.:•..;,. .. . •1 1 / I i CL EL 1 TOP TRADBL. MC3x7.1 BI Alri 11 j \:.,.,. . a ....A. • .'.� I .'_ / — . . -. •• • •iI//I� ` �� ` I— ` > CONNECT TO DBL. STUDS W/ t r O O <is K N & TO {8) #12 TES EA ED TOP TRACK W 12s @ 12' 0/C. } I LCOMPOSITE FLOOR DECK (1) HILTI X-EDN19/THQ12 COMPOSITE FLOOR DECK 1 12 SCREW EA. LOW PANN PER SCHEDULE> ) / { kit) 11111"11 6T101/'�''SHOT & PIN @ 12" 0/c. PER SCHEDULE O # CEE BEAM SEE ;WIDE FLANGE BEAM11✓ (STAGGERED) SCHEDULE FOR SIZE) } W/ (4) #12 TEKSAt `� / TOP TRACK > PER PLAN. PER SCHEDULE ON PLAN MIN. TO POST I �4 ' � I I� > . . (2) #12 SCREW AT 12" O.C. W/ #12 TEKS @ 12" 0/C. ,; �; GENERAL. CONTRACTOR INFO: 4 1 ) / TO BEAMS. I� "4 �i 4 BEAMS PER PLAN TOP TRACK � '# PER SCHEDULE ON PLAN ; TOP TRACK PER h LAN # Val, > NOTCH TRACK 0 DBL. STUDS AND I W/ #12 TEKS @ 12" O/C_ I ei, ATTACH LEGS W/ (1) #12 TEK ) (4) #12 SCREW AT 12" 0.C.—/ TO BEAMS. 'L' 4X4 X4 LONG 12 GA. BEAM Iiit vit.. A •.• > AT EA. C 1NN. All / CEE POSTS PER SCHED. ON PLAN HANGER TO MASONRY W/ (1) '`tea. Ilk II 5/8"0 ANCHOR & (6) #12 TEKS ''. i > I LOW POST DBL. POSTS —' .'% SEE PLAN I SEE PLAN 11 ) NOTE: HILTI X-EDN19 THQ12 SHOT & PIN ATTACHMENT IS TYPICAL WITH ALL TO CEE BEAM it > DECK CONNECTION TO HEAVY GAUGE BEAMS. @ 12" 0/C. NOTE: VERIFY EXACT OPENING SIZE AND LOCATIONS WITH MECHANICALS. A ' NOTE: SEE MASONRY SCHEDULE FOR REINFORCING. 1 Framed Opening @ Air Ducts 114 ,) Steel Deck Transition At Wide Flange Beam 1 3 Steel Deck Transition At Light Gauge Bearing Wall 1 2 Steel Deck Transition @ Bearing Walls 1 1 Single Beam to Masonry Wall 1 0 TOP VIEW COMPOSITE DECK 1 '' PARTITION PANEL PER SCHEDULE. _ + ,•,.. s • BY OTHERSCONCETEWALL / CEE POSTS PER SCHEDULE �� PER. S.W SCHEDULE T-a•••.•,.•".".. / LINER PANEL @ INTERIOR PERIMETER '#z'' -''�•• • ' .�.,'''; CMU WALL CELLS TO BE ALL FULLY . e • • 1;girl!.: • 'L` 1 1/2"x2 1/2"x18Ga. CORNER / 'U' BOTTOM TRACK TYP. TO POSTS W/ (1) #12 TRACK18 ��':•�:....,...6.1:-P.' s GROUTED �„� TEK EA. SIDE -_`, t�/�/J BEAM ' PROJECT INFO: TO CMU WALL W (1) 1/2"0 x3" G4 'L' 12GA- CLIP 1:141.1 _ EMBED. KBTZ 0 TOPMIDDLE AND - 'L' CONCRETE STOP W/ 1" RETURN LIP, TO TOP W/ (8) #12 PER PLAN i*� • , . �� • SY: 0 ;;�' ; TRACK W/ #12 TEKS 0 24" 0/C TEKS TO DECK. ,'. .. 1 L ,....,,,,,,,„,... ip ! STORQUEST STORAGE 7 4. • :.: f: ' •• COMPOSITE FLOOR DECKING 1 -1'11 X.4: . .: - - «:::: >: :• „ I x :::,'? ,. 2 TIGARD, OR.I 9 223 E. U TOP TRACK TYP. TO POSTS W/ (1) #12 TEK 'L' 2 x2 x12GA. BRACE x : CO(1) 1/2"� x3" EMBED. KB3 r — ,.•F`?..- ;: „.,. 'am u @TOP, MIDDLE AND BOTTON -(1) 1/2"0 x3" EMBED. KM@ TOP, ` EA. SIDE ANGLE © 48" 0/C. ATTACH 4• ° MIDDLE AND BOTTON \ EXTERIOR FINISH PER ARCH'S TO PONY POST & CLIP W/ *�.�i '� ;• �.,, . • ~ ' \� 4 CEE POSTS PER. SCHEDULE ON PLAN (4) #12 TEKS EA.. • ; • \g '••,+t CMU WALL CELLS TO BE ALL FULLY I 'L' 8"X1"X26 GA. FILLER PANEL ABOVE PARTITION EXT. PONY POSTS © 24" 0/C. — • / DETAILS ''•:',:. '' GROUTED • ATTACH TOP TRACK TO W.F. BEAM 4 �' LINER PANEL al INTERIOR PERIMETER W/ (2) #12 TEKS @ 12 " 0/C. .`'! 'U' PANEL PARTITION w STORE FRONT TOP VIEW rr BY OTHERS SHEET NUMBER tx 0 ,_1 g Partition to Concrete Wall 18 Floor to Floor Perimeter Framing 17 W.F. Beam Over Window @ Stucco 16 Partition to Masonry Wall - (Each Side) 15 ❑ 7 • II STEEL BEAM <1/2 HT. \ \ 11 'L' 1 2" CLIP W/ TOP OF 8" CMU WALL / SEE PLAN 3/161/ � ,,� 11 (6) #12 TEKS EA. CONN. -- FULLY GROUTED CELLS , i�� 11 Civ'' "BY OTHERS" /( ItIW/ / 11 :ONSTRUCTION IN .,.."Allt ' -- DECK T. & B\beamper plan J 3/16Museta,CarrR 92563 i'BEAM SEE O I \ Ph n 7- I- (11 - / PLAN FOR SIZE) 3/8 STIFF. PLATE t� o e.137 GO Klw 2FAX:951-301X099 �•'' '' - EASIDECA License No:580782 • 100MPOSITE .� 11 ,: - a.•• �• • - : t i �.�_,T www.kiwiconstruction.com r`� •`..'-+.; • , • - + •� - 5" �t WIDE FLANGE Emaih:en ineerin kiwiconstruction.cam beam per plan : : rt . t / ,Al 71 ,'�.. MIN. o O ` 4" „ BEAM Drawn By: Cli 9�Checked By: .. I { I II,r/ 3/4" THK BEARING PLAT£ 1/4 V 1 1/2 Date Started: 207687-02 © E■ Kiwi II Shop Drawings Properly of Kiwi II Construction, % •r (1) HILTI X-EDN 190 FULL WIDTH OF BEAM o o STEEL POSTS \-3/4" THK. BEARING PLATE FULL This Drawing(Printed And Electronic File) ,:) I TOP VIEW `�� W 4-1 2"� BOLTS A307 SEE PLAN And The Information Contained Within Are THQ12 SHOT & PIN • 1/4 V r f--� l l ( ) W1DTH OF THE BEAM FLANGE (4 The Property plKiwi It Construction Inc.,And it-&--1;:g I (� 12" 0 C //////�� , •• " TOP PLATE - 1/2" MIN.) W/ 2-1/2"0 BOLTS May Not Be Used Or Reproduced W thout The © o y y I I / // , • 4 } Wratten Permission Of Kiwi II Construction. 11. J (STAGGERED) ` , ♦ \-- 1 1/2" (ENLARGED) (A307) 1" DRY PACK STEEL POST�F .I WIDE FLANGE BEAM / • .... : SEE PLAN /� / Kiwi II Notes: 1 �/ ° o +t:^^^^_ . •• 8"x12WING2"PLATE STEEL BEAM D + CI3-) ° IL o beam per plan :''z SEE PLAN2016-08-19 - Review Set-CH \ 2016-07-02 - Drafting Started - MTJ ° 5"x12"x3/4" THICK PLATE W/ 1/2"0x2" 1� �♦ * I - "7 12016-0$-23 - For Submittal -CH /i______745... BEARING CONDITION • I BOLTS PER SCHEDULE \ 2016-11-01 - PLAN CHECK -ARTA HEADED STUDS rFOR BEAM CONN. • • * * / SEE 7/D4 8"x12"xl/2" THK. [11 WIDE FLANGE& (2) 5/8 %x5 EMBED NELSON ♦ N . PLATE EACH SIDE W/ BEAM 2016-12-08 - PLAN CHECK -ART : -\\_ STUDS INTO FULLY GROUTED CELLS ♦ - • • • ♦ ♦ a ♦ BOLTS PER SCHEDULE 4 1 1/2" 2017-01-11 - Revised unit mix per 'L' 12" CLIP W/ , * ♦ . .. .. „♦ ♦ ♦ ♦ ♦ X3/4" THK. BEARING PLATE FULL WIDE FLANGE BEAM 2017-01-30 - PLAN CHECK -ARTA (6) #12 TEKS EA. CONN. 1/4 STEEL POST WIDTH OF THE BEAM FLANGE (4 SEE PLAN FOR SIZE 1/2" MIN.) W/ 4-1 2"O BOLTS 2017-11-10 - Basement Removal - DG _- ,.•'J'' SEE PLAN / FRONT VIEW NOTE: HILTI X-EDN19 THQ12 SHOT & PIN ATTACHMENT IS TYPICAL WITH ALL �- 0/ F-% STEEL POST (A325N) DECK CONNECTION TO HEAVY GAUGE BEAMS 12 0/C 1/4 I/ --11\-- SEE PLAN I PR, Dbl. Cee Beam to I - Beam Conn. 4 WF to Deck @ Bearing 3 Beam Pocket Detail 2 WF - TS Top Plate Connectionq 13 ' ��. TOP PLATE STIFF. PLATE FULL HEIGHT STIFF. PLATE FULL HEIGHT_ -WIDE FLANGE BEAM. PER PLAN OREGON? 1/4 \ (ENLARGEDl PER SCHEDULE WIDE FLANGE BEAM. PER PLAN PER SCHEDULE ATTACH "C" BEAMS ,9 4. xo r ‘p 0�► [� o , , �„ t WELD TUBE TO STEEL TO TUBE WITH #12 TEKS -"N WHO ,r i i \XE".„, . r t. `_c_ )1/4.. -- PER SCHEDULE. 1 + + / BEAM FLANGE. . (SEE PLAN FOR BEAM SIZE) EXP `r + + T+ ; + + 3" TYP. 3" TYP. Zi + SIDES/ 1/4"`\ 1 + 4 ��y � � I I I ' 1/4" TUBE \ BEAM PER PLAN 11, 10" x12"x1/2" THK. PLATE (1) SIDE "�' ' r ' ' FCTION A—A o'/ WELD PLATE TO SMALLER BEAM. 7 -41 \ \i BOLTS PER SCHEDULE BOLT TO LARGER BEAM PER WI F N 3\ 1/4 .1,i \ BOLTS PER SCHEDULE SCHEDULE BELOW. = BEAM LA GE SIDES/ 1/4-\ 2 1/2"3" 2 '1/2" 2 1/2 3 2 1/2 1/4" \ I 4" 1 1/2" / / / i ALTERNATE CONDITION STEEL COL 1/4 V \— 3/4" THK. BEARING PLATE FULL �/ ' \``� SEE PLAN WIDTH OF THE BEAM FLANGE (4 1/4" THK. TUBE CONNECTION SCHEDULE ------/\(— 1/2" MIN.) W/ 2--3/4"0 BOLTS CONNECTION SCHEDULE CONNECTION SCHEDULE A P A �o �o mo BEAM TAB PL. TAB PL A325-N (A325N) BEAM TAB PL. TAB PL A325-N BEAM TAB PL. TAB PL A325-N a ?a (:).- DEPTH DEPTH THICKNESS WELD BOLTS DEPTH THICKNESS WELD BOLTS DEPTH THICKNESS WELD BOLTS i i W4x, W6x 3/8" 1/4" 2-3/4"0 W4x, W6x 3/8" 1/4" 2-3/4"0 W4x, W6x 3/8" 1/4" 2-3/4"0 NOTES: NOTES: NOTES: W8x, W9x, W1Ox 3/8" 1/4" 2-7/8"0 1- MINIM M EDGE DISTANCE Fpi3 W8x, W9x, W1 Ox 3/8" 1/4" 2--7/8"0 1- MINIM M EDGE DIS ANCE Fpps W8x, W9x, W10x 3/8" 1/4" 2-7/8"0 ALL BLTS SHALL BE 1 1/2 . •� ALL BLT( SHALLE 1 1/2 . n 1- MINIMUM EDGE DISTANCE FO5 • a-- W12x 1/2" 1/4" 4-7/8"0 W12x 1/2" 1/4" 4-7/8"0 W12x 1/2" 1/4" 4-7/8"0 ALL BOLTS SHALL BE 1 1/2 . • 2- ALL BOLT SPACING SHALL BE 2- ALL BOLT SPACING SHALL BE 2- ALL BOLT SPACING SHALL BE W14x, W16x 1/2" 5/16" 4-7/8"0 3 MIN. W14x, W16x 1/2" 5/16" 4-7/8"0 3 MIN. W14x, W16x 1/2" 5/16" 4--7/8"0 Ir 3- TAB PLATE WELD TO BE ON 3 MIN. TUBE COLUMN 3- TAB PLATE WELD TO BE ON --- W18x 1/2" 5/1 6" 5-7/8"0 BOTH SIDES W18x 1/2 5/1 6" 5-7/8"0 BOTH SIDES W18x 1/2" 5/16" 5-7/8"0 3- TAB PLATE WELD TO BE ON W21 x 1 2" 5/1 6" 6-7/8"0 4- ALL BOLT CONNECTIONS ARE W21 x 1 2" 5/1 6" 6-7/8"0 4- ALL BOLT CONNECTIONS ARE W21 x 1 2" 5/1 6" 6--7 8"0 BOTH SIDES n / / / TYPE N / / TYPE N / / / 4- ALL BOLT CONNECTIONS ARE / W24x 1/2" 5/16" 7-7/8"0 W24x 1/2" 5/16" 7-7/8"0 W24x 1/2" 5/16" 7-7/8"0 TYPE WF - TS Top Plate Connection 9 WF 4 Way Intersection 8 WF Tee Intersection 7 Dbl. Beam to Wide flange Beam conn. 5 12 GA. CONT. CONC. 30" NOTE: A MINIMUM OF 2" DECK A.F.F. 10" STOP ANGLE . 3" 4" 3'' STOREFRONT/W BEYOND 16" I MUST BE BEARING © TOP OF CMU EXTERIOR FINISH 1/2" /3/t6) ( eq. . ' eq. i • (2) CONT. #5'S ry #4 BARS ® B" 0.C. EXTERIOR WALL POSTS4"x4"x3/16" / A IPER ARCH'S 6" /5 1/2" ,_ °. PER PLAN PONY WALL ON TOP OF TUBE STEEL 12 GA. CONT. CONC. #4 BOWELS @ 8 O/C ; ^ - a ° EXTERIOR WALL INSULATION A ARCHITECT INFO: 30°° e •.. . EXTERIOR LINER PANEL On I�/` W12x14 BEAM. STUDS @ 24" 0/C. 0 STOP ANGLE , , PER PLANS - , °', 1/2" THK. PLATE _ �A: PER PLAN (ENLARGED)ATEP2LAJE: 10" X 3 4" W/ U 12GA. TOP TRACK. 4.. W (2) 1/2"0 ANCHORS 16" ,►•; COMPOSITE FLOOR DECK 1 I I �° a � ,�:i 2" (SEE PLAN FOR DIRECTION / / / x r x..^ a X—� "iii MIN. ) U' BOTTOM TRACK SECTION 'U' 16GA. BOTT. TRACK. if eq. eq. A MIN. 2" EMBED. _� d a a ..�/ /.. & ANCHORS PER PLANS I I' A .; s, 1/4"X1 1/4" ZAMMET © < ` . ATTACH TO W.F. BEAM W/ f ♦�� ;� COMPOSITE FLOOR DECK :+ :� C� LA. LOW PAN OF DECK #12 TEKS @ 12 0/C. 4 4 4 ^ ;�® ♦4 ♦� 5 1/2" " /3/16) ^ 4 2 . ♦ s, (SEE PLAN FOR DIRECTION) �; 4; MASONRY WALL "BY OTHERS" r d Q jl6 l �, _ �, o _ „o. _L _ . 4 _-4_ -4 _ . 1 4"X 1 1 4" ZAMMET ♦a ++ #4 BARS e" o.c. ' 4 A ° d4 . I '-e f COMP-DECK -% © EA. LOW PAN OF DECK a x *. ;r, A V 4 • ° . a (3) %s HOLES eq. ) ,� � eq. ( '' LATE: ♦ ��►♦< �� i4 I �' 1,l / X / l / A/ A _ 17" X 10" X 3/4" ►!+. #3 TIES @ 16" 0/C (TYP.) ' V^ );F I• COMPOSITE FLOOR DECK r / / 3/16 3 1/2" 2", WIDE FLANGE BEAM F GENERAL CONTRACTOR INFO:L `'♦! ;� % ►:' r, / / W12x14 BEAM _ E i.9 . 1i 12 GA. CONT. CONC. :1 10.10. 2 (SEE PLAN FOR DIRECTION COMP. DECK i _ PER PLAN ►i! 1 1/4-14 x 1 1/4 LONG-LIFE ULTRA-DEK 1/4-1 4 x 1 1/4" LONG LIFE SDS SELF-DRILLER W/WASHER ROOF PANEL W/ WASHER (8) PER PANEL (FAST #1E) ItilW `'/� � [FASTEfER #1 E] „..,4411 \_ 3i MINOR RIB TAPE SEALER :oNSTRucTioN IN 28177 Keller Rd. 7 . - - '- - - - •� 8 24" � (1 ) PER MINOR RIB Murrieta,Calif.92563 110' 4 R-6 INSULATION 1 ROOF PANEL t b Phone:877-GO-KIWI-2 I FAX:951-301-4096 ACROSS PURLINS- i CA License No:588782 1 4 ULTRA-DEK PANEL TRIPLE-BEA TAPE SEALER i" Al • (CONTINUOUS) www. engon eruc�t�n.com L1 Email:en meerirt kiwiconstruction.com Y�1 _ FASTENER SEQUENCE 0 ENDLAP 1/4-14 x 1 1/4 LONG-LIFE ' - , Drawn By: CH Checked By: SELF-DRILLER W/WASHER Date Started: 2016-07-02 El..' �■ / _ ASTENER strncti -- __ [F #1 E] FLOATING y Kiwi II Shop Drawings Property of Kiwi II Con ion % •r LOW � this Drawing(Printed And Electronic File) 'aY --ikAnd The Information Contained Within Are dpb- ..� i� '�L`�',�� '�I'•4'1 *r: �� • � CLIPThe Properly Of Kiwi!I Construction Inc.,And t,: ��►�� ULTRA-DEK PANEL ti t'I��I��#`►��I► (PREPUNCHED) \ May Nat Be Used Or Reproduced Without The 44$4.$4.4 8 PURLIN I oo 4.4440 #4 'C' POST PER kiitrai,;‘,. Written Aermission Of Kiwi II Construction. .h ��'OOI00 �� I`►4 OI014�IOOOO PLAN 4.*4.I�.�Ol�►��0 044.4O •OIC. 0 0000000100 'Z' PURLIN PER PLAN 4v#4••,••,.#41••#.410000010••00_ �1•0�►#4.44144 FLOATING /� +$A4 „,t4 .04 �a► 14- _ - ._ - - - CLIP �, 10 Kiwi II Notes: ULTRA-DEK PANEL TRI-BEAD TAPE SEALER CONT. �\ 2016-07-02 - Drafting Started - MTJ (PREPUNCHED) >� 2016-08-19 - Review Set-CH R-25 INSULATION �� e.- - ACROSS PANEL ULTRA DEKROOFNOTES: 2016-08-25 - For Submittal -CH BETWEEN PURLINS - 1. ROOF PANELS TO MEET LOCAL IC80 & AS SPECIFIED ON ARCHITECTURAL PLANS � +< 4 PIECE CURB 2016-11-01 - PLAN CHECK -ARTA n 3/4" Wide x 24Ga. BANDING BACKUP PLATE 2. ROOF PANELS, TRIM, FLASHINGS BASE MATERIAL TO BE GALVANIZED PER ASTM A-792-83. 01 / SYSTE�III TO UNDERSIDE OF PURLINS HW-7740 24" PANEL 3. PRE PAINTED MATERIAL TO HAVE A 20 YEAR WARRANTY. ' 2016-12-08 - PLAN CHECK -ART [ ] _ FLOATING 4 PIECE / j 2017-01-11 - Revised unit mix per [HW-7742] 18 PANEL 4, ROOF PANEL CLIPS TO BE 18 GA. WITH G-90 OR GALVANIZED COATING. CURB SYSTEM / ` ♦ 2017-01-30 - PLAN CHECK -ART 5. ROOF PENETRATIONS BY OTHERS NOT UNDER KIWI II WARRANTY. ` /�\ PURLIN 1 4-14 x 1 SELF-DRILLER 6. FASTENERS PROVIDED REFLECT THESE DETAILS. DEVIATIONS WILL RESULT IN A FASTENER SHORTAGE. TRI-BEAD TAPE SEALER 1,4_14 x 1 1/4 LONG LIFE SDS 2017-11-10 - Basement Removal - DG / 7. FLASHING LAPS TO BE A MINIMUM OF TWO INCHES. 014141 44 W/ WASHER (8) PER PANEL (FAST #1E) W/WASHER (2) PER CLIP CONTINUOUS _4) ) INSTALLATION: (CONTINUOUS) ��► (QUANTITY) SEE MANUFACTURER INSTALLATION MANUAL ' % P i, ADDITIONAL PURLIN ,/ FOR PANEL ENDLAP +2‘ , C Roof Installation Notes 4413 ' • Insulation Detail 4 Ultra Deck Endlap 3 2 a , t► „ 14i �.. a��caN ' d METAL INSIDE CLOSURE0% . -i0. �. ,R. 24 ,� - � ff' PARAPET RAKE CLEAT 1/4-14 x 1 1/4 LONG LIFE 4� �� WWF( 1/4-14 x 7 8 LONG-LIFE LAPTEK :1/1 SELF-DRILLER W/WASHER \. ,/ / / LOW SAVE FLASHING h / 1/4-14x1 1/4 LONG-LIFE °. PARAPET RAKE FLASHING W/WASHER [FASTENER #4] ® 6" 0/C a a ULTRA DECK / E, ,-giat SELF-DRILLER w/ WASHER [FL-285] 1/4-14x1 SELF-DRILLER PARAPET FLASHING GUTTER STRAP ROOF PANEL 1 , � ,, [FASTENER #1E] 24" 0/C. a W/ WASHER [FASTENER #1] ` , . 4. - ' BACKUP PLATE 48" O.C. ` \ LOW RAKE SUPPORT _ •,•. RAKE ANGLE (2 PER CLIP) 4 [HW-7740] 24" PANEL k• 0 -4 . � PURLIN RD • •' ULTRA DEK PANEL �/ IO� , 1 ANGLE - .I ". • . � 44 2"x4"x14 GA. 4- s GUTTER �� • ULTRA DEK PANEL N' . • ROOF INSULATION .3� ' - -[ CEE HEADER (SEE S�bP I q :� b `` PER SCHED. ' , i�� C 8x2.5x14GA. LEDGER _ FRAMING PLAN FOR SIZE) �� mom *OA ? •• 1LEDGER TO CMU WALL W/ - `•� \. / TRIPLE-BEA TAPE SEALER �,4 IP , 10-16 x 1 PANCAKE HEAD 5/8 KB3 24 0/C. ° (CONTINUOUS) ° ° -�~-a + 1 4-14 x 7 8 LONG-LIFE STANDARD.7 a ° IP SELF-DRILLER [FASTENER #12] (5" EMBEDMENT). TO / / . �:. BACK-UP PLATE / -z _ STRUT W/ (4) #12 TEKS LAPTEK W/WASHER PURLIN .. ,,I. . , 'C' 6x2.5x16GA. LEDGER 4 -1411 I �.._ ?'- fir, .,. d 1 4-14 x 1SELF-DRILLERI p d ULTRA-DEK PANEL 4y / \� W/WASHER ADDITONAL PURLIN LEDGER TO CMU WALL W/ �- o o ; /� ` e� iLl • • 5/8"0 KB3 5"MIN. EMBED. ° : ' - -� CO/16" 0/C. TO PURLIN TRI-BEAD TAPE SEALER �!� (2 PER INSIDE CLOSURE) \� 7/8"ti\j1UPN8Cc HORBOLTFORURBENDLAP ' 1/4-14 x 1 1/4" LONG LIFE SDS `• MASONRY WALL % PURLIN PER PLA AW/ (6) #12 TEKS "BY OTHERS" WWASHER W/ WASHER (8) PER PANEL (FAST #1E) • ' 12GA. CLIP w/ NOT BY KIWI II TRIPLE-BEA TAPE SEALER ROOF INSULATION MASONRY WALL (3) #12 EA. CONN MASONRY WALL OR PIER °4` (CONTINUOUS) PER SCHED. "BY OTHERS" DRAG ' • 1/4-14 x 1 1/4 SHOULDER Y a a • STRUT 1/4-14x1 1/4 LONG-LIFE ' ' a ' ' (BY OTHERS) 4 STEP 1 TEK 2 SELF-DRILLER SELF-DRILLER W/ WASHER i, [FASTENER #5] ® 24" 0/C "L" 4"X4"X3.5" TALL X 12 GA. END WALL [FASTENER #1E] (6 PER PANEL) "L" 4"X4"X3.5" TALL X 12 GA. END WALL PURLIN (CENTER IN SLOT) PURLIN HANGER W/ (1) 5/8"o ANCHOR HANGER W/ (1) 5/8"O ANCHOR (5" EMBED). - a • 6'' i N' Endwall Parapet Detail @ Masonry Wall 7 Backwall Parapet Detail @ Masonry Wall 6 Low Eve Detail @ Masonry Wall 5 CAP STRIP--\ (1)( .) -URETHANE SEALANT a 'L' 4"x4"x12GA. ENDWALL TRI-BEAD TAPE SEALER 1/4-14x1 SELF-DRILLER PURLIN HANGER TO PURLIN- ROOF INSULATION ELEVATOR DIVERTER 1/4-14 x 7 8" LONG \ W/ WASHER [FASTENER #1] W/ (3) #12 M ULTRA DEK PANEL- PER SCHED. SEE: 1/D5 •xi:. A a • LIFE LAP TEK SDS W/ `►� (BOTH SIDES OF PANEL RIB)4 ARCHITECT INFO: (2 PER CLIP) (� ULTRAROOF DECKPANEL -� MASONRY WALL WASHER (12" 0/C) ° --, r- _ "BY OTHERS" (FAST #4) (BOTH sissloolw CEE HEADER (SEE r ç �_ p SIDES OF PANEL RIB) ROOF INSULATION ROOF .1 _ FRAMING PLAFOR SIZE) 4 _ I' ( p PER SCHED. � CLIP1 6-': /�\ 41/4 / 'C' 8x2.5x 14GA. LEDGER _ LEDGER TO CMU WALL W/ •.. . ' MIN, ': - • .. 4> 5/8"0 KB3 © 24" 0/C. a" a 'L' 4"x4"x12GA. ENDWALL > (5" EMBEDMENT). TO " PURLIN HANGER TO CEE : • - \ .I �1, STRUT W/ (4) #12 TEKS ULTRA-DEK PANEL / 5/815 ANCHOR BOLT HEADER W/ (1)1/2 %cM.B. i y W/ NUT & WASHER w • 5/8"0 ANCHOR BOLT ' . ■'4,, GENERAL CONTRACTOR INFO: 1 ...A, NOT BY KIWI II (BY OTHERS) - _C 4.,_�V,II\ - : . STANDARD : . •• '. DRAG STRUT a - - 0 ° 4.', . PURLIN MASONRY WALL .<•. - -.• . . PER PLAN o NOT BY KIWI II , .' , - a ° e d . 4 .: , .., , & . � -. .. 12GA. CLIP W/ , CMU WALL • •- • a-. , `► ; < (3) #12 EA. CONN NOT BY KIWI II • \ /dftr ` ' � CROSS SECTION "A-A" a i '' ' _ - vi . • . ( , .,•-• 'Pr P Detail - LOW +*'-- I ` • -ADDITIONAL PURLIN Roof at Interior Cmu Wall 10 Purlins at Interior Cmu Wal 9 Back Wallarapet eta $ N FOR PANEL ENDLAP \ OATING 4 1 4-14 x 1 1 4 LONG-LIFE \� IS ,0.0 1/4-14 x 1 1/4 SHOULDER / / `� ' PIECE CURB( C HEADER PER PLAN !I\ 1/4-i4 x 7/8 LONG-LIFE LAPTEK TEK 2 SELI-DRILLER SELF-DRILLER W/WASHER ) W/ 16GA. CAP TRACK_, W/WASHER 0 6" 0/C ° SYSTEM -( 0 , 10-16 x 1 PANCAKE HEADRAKE SUPPORT ANGLE BACKUP PLATE C HEADER PER PLAN ° a ULTRA DECK [HW-7740] 24" PANEL ` ROOF PANEL ULTRA DECK o ' ° 00 I I �u•»r ROOF PANEL I ° a 4 - - --- - SCULPTURED RAKE SCULPTURED RAKE o _____J- �7. TRIM TRIM ° \ a o / �c I . 1 c t ' ° ; �: ■ ■ 'L' 2x4x16GA144111 °°. ` STANDARD PROJECT INFO: , E _IP , .. .IP ■ 1/4-14 x 1 SELF-DRILLER ° RAKE ANGLE ° o PURLIN .aW/WASHER (2 PER CLIP) , ° , o ' J) Y' ROOF ° i%s?>144 c, _ 0 ULTRA-DEK PANEL STORQUEST STORAGE ( n a 4 I : .4 ADDITIONAL PURLIN S ° . ZPER PSCHED FOR CURB ENDLAP CAP STRIP LOPS Q ' 12740 S.W PACIFIC AVE. • ..• -: 5/8"o ANCHOR BOLT 4 • "� \_5/8"o ANCHOR &HOR BOLT ° o 1/4-14 x 1 1/4" LONG LIFE SDS TIGARD, OR. 97223 ROOF INSULATION ° W/ NUT & WASHER ROOF INSULATION--- 4 .: • PER SCHED. `• NOT BY KIWI II PER SCHED. R .•�.. , NOT BY KIWI II STANDARD ' ° PURLIN �� W/ WASHER (8) PER PANEL (FAST #1E) 'L' 4"x4"x12GA, ENDWALL- PURLIN >'< PURLIN HANGER TO CEE : S'., ' A' ` HEADER W/ (1)1/2"0 M.B. • ADDITIONAL PURLIN ( HOIST BEAM PER PLAN. • DETAILS ) (BEYOND) . ' • • I MASONRY WALL • MASONRY WALL FOR CURB ENDLAP ' ' BY OTHERS" BY OTHERS 1/4-14 x 7/8" LONG LIFE TEK SDS ` ,• STEP 2 / W/ WASHER (12" 0/C) (FAST #4) 5 w •- °a A A\ • . - °� l' SHEET NUMBER cr ( . o 13 Backwall Barge Detail CMU 12 Endwall Cut To Rake Detail 11 Elevator Diverter Detail 1 5 - - --. . c 1 ,„kiwi , , ---- SELF-DRILLER x 1 1/4 LONG-LIFE TRI-BEAD TAPE SEALER W/WASHER [FASTENER #4] 0 6" 0/C { I SELF-DRILLER W/WASHER [HW-504] 1/4-14x1 SELF-DRILLER PARAPET FLASHING 1/4-14 x 1 1 4 LONG-LIFE /., / / METAL INSIDE CLOSURE [FASTENER #1E] 1/4-14 x 7/8 LONG-LIFE LAPTEK 'C' 6x2.5x16GA. LEDGER I o 00 0 W/ WASHER [FASTENER #1] 1 SELF-DRILLER W/WASHER -ULTRA DECK LEDGER TO CLIP W/ (6) o 0 1 • LOW EAVE FLASHING ROOF PANEL CONSTRUCTION IN 1/4-14 x 1 1 4 SHOULDER RAKE ORT ANGLE W/WASHER [FASTENER #4] 12" 0/C l ,t #12 TEKS ULTRA DEK PANEL A (2 PER CUP) _ BACKUP PLATE 31ix ,r} • HW-7740 24" PANEL 28177 Keller Rd. [HW-7720] [ ] TOP TRACK PER PLANS Murrieta,Calif.92563 i(. 1 TEK 2 SELF-DRILLER TRI -BEAD TAPE SEALER ROOF INSULATIONar,one:a77-ca-Klwf-2 ` GUTTER STRAP W/ (2) #12 TEKS EACH r`• ti [FASTENER #5] SCULPTURED RAKE TRIM [HW-504 TYP. CONN. BETWEEN �� Fqx;951-301 4086 PER SCHED. _ 048" O.C. LEG TO POST (CENTER IN SLOT) FL-11_] PARAPET RAKE CLEAT PURLINS : Ar1 www.k'wicvnatruction Com . C' 8x2.5x14GA. LEDGER Y� 1 Email:engineering�kiwiconstruction.c°m [FL-290] EXTERIORMETAL PANEL 1 tr PLEDGER TO STRUT W/ (6) •LIQ -� 2n I Drawn By: CH Checked By: Illr 1/4-14x1 1 4 LONG-LIFE PER ARCH'S -�� 1` ' #12 TEKS GUTTER DateStaRed: 2016-07-02 ■ ElSLF--DRILLEI` W/ WASHER—. 2 t /Vd �� / Kiwi It Shop Drawings Property of Kiwi II Construction, t•. i 1 . [FASTENER #1E] 24" 0/C. `, I J i - ' EXTERIOR METAL PANEL �� PARAPET RAKE FLASHING 3This Drawing�Arintad And Electronic File) a�}} y 14- .Aimbi And The Information Contained Within Are .rr1 % • , '� I I fl_ �� , ThePropertyOfKiwiIIConstructionInc.,And RAKE SL#DE PER ARCH'SC May Not Be Used Or Reproduced Without The _i _ LOW RAKE SUPPORT - 1. ° o ` 0 [FL-115] ANGLE I RAKE ANGLE ° ° `` Written Permission Of Kiwi II Construction. y ULTRA-DEK PANEL- - ULTRA DEK PANEL '‘ ° ° °o 1/4-14 x 7/8 LONG-LIF ft L �� 1/4--14 x 7/8 URLIN TO POSTS W/ TRI-BEAD TAPE SEALER ° I ° (8) # 12 TEKS EA. / LAPTEK W WASHER I I o o DRAG STRUT , N ROOF INSULATION f• �' LONG-LIFE LAPTEK - - / CONN. W/ WASHER #12 TEKS EA. CONN. I PER SCHED. Kiwi II Notes: PER SCHED. � W/WASHER [FASTENER #4] r . .� 12GA. CLIP W/7 WALL INSULATION 1/4-14 x 1 SELF-DRILLER V ° ° ••••A.•.•.•.•.•.•.•.iiiiI�.•A�:• 'C' 6x2.5x16GA. LEDGER (3) #12 EA. CONN PER SCHED. W/WASHER 2016-07-02 Drafting Started MTJ CLOSURE :.tll,:Ir:' - - I J 2016-08-19 - Review Set-CH 10-16 x 1 PANCAKE HEA • . __ �-LEDGER TO PURLIN W/ 1/4-14x1 1/4 LONG-LIFE ! (2 PER INSIDE CLOSURE) . / �' 1 dr WALL ROOF INSULATION j 2016-08-25 - For Submittal -CH SELF-DRILLER [FASTENER #12] PURLIN PER PLA .r� (6) #12 TEKS SELF-DRILLER W/ WASHER •. CEE POST (SEE (4) # 12 TEKS EA. .� PER SCHED. 2016-11-01 - PLAN CHECK -ART . [FASTENER #1E] (6 PER PANEL) - r-low� — SCHEDULE FOR SIZE Sc CONN. EXTERIOR FINISH PER PLAN. ROOF INSULATION �'_. CEE POSTS - SEE SCHEDULE ON I �• 2016-12-08 - PLAN CHECK -ART L 2x4x16GA � PER SCHED. • PLANS FOR ANDSPACING C' 8x2.5x14GA. LEDGER ._- SPACING) EXTERIOR METAL PANEL CEE POSTS. RAKE ANGLE . SEE ELEVATIONS LAS O SIZE S C G 1/4-14 x 1 1/4 SHOULDER / O PER ARCH'S PER SCHED. 2017-01-11 - Revised unit mix per LEDGER TO CLIP W 6 � 2017-01-30 - PLAN CHECK -ART/ , TEK 2 SELF-DRILLER- �! #12 TEKS 'C' POST PER '411 [FASTENER #5] 0 24" 0/C �' _ _ WALL INSULATION PANEL I 2017-11-10 - Basement Removal - DO PLAN (CENTER IN SLOT) • WALL INSULATION PANEL I °001c_'[..' 2x2x16GA. CLIP PER ARCH'S � LINER PANEL —T `.I PER ARCH'S P. CONN. BETWEEN IW/ (6) #12 TEKS ' PER SCHED. L-------- SELF SELF-DR10-16 x ILLER [FASTENER #12] DRAG STRUTS. I I EA. CONN. PROF 5 Endwall Cut To Rake Detail @ Siding Exterior 4 Endwall Parapet Detail @ Exterior Wall 3 Back Parapet Wall Detail @ Exterior Wall 2 Low Eave Gutter Detail 1 �►wa��3 �i 1 L+ T ` METAL INSIDE CLOSURE METAL INSIDE CLOSURE GUTTER STRAP ULTRA DEK PANEL GUTTER STRAP ULTRA DEK PANEL-\ /4-14 x 1 1/4 LONG-LIFE / OREGON b ZEE PURLIN (SEE 0 48" O.C. LOW EAVE PLATE 48" O.C. LOW EAVE PLATE SELF-DRILLER W/WASHER 1/4-14 x 1 1 4 LONG-LfFE METAL INSIDE CLOSURE 4. b - / SELF-DRILLER W/WASHER ULTRA DECK q�,�1''• 20, �q 0 ^ _ J - _ - - _ ULTRA DEK PANEL- [FASTENER #1E] [LOW EAVE FLASHING ROOF PANEL *Chi WHO SCHEDULE FOR SIZE) GUTTER /%;� GUTTER ,/i41, t _ � - - - _ __ � _ — WO — — :` �� — J ;� 1/4-14 x 1 1/4 SHOULDER 'L' 2x4x16G; 1'_0" • 3"� P �-�, �," •44*44** ROOF INSULATION TEK 2 SELF-DRILLERRAKE ANGLETOP TRACK PER PLANS1, 4*464 `� : PER SCHED. q [FASTENER #5] GUTTER STRAP O.C. I W/ (2)(TO POST EACH - I - \.--- I I r } (CENTER IN SLOT) , I . ° DRAG STRUT ° DRAG STRUT �, �- 7-- �-- �� j 0, Oliva ° PER PLAN ' «�•a� 0 PER PLAN II IO� GUTTER r`� / \* / / o o � . I 1 �� r. I Z PRL Sr 2\ ,____PARAPET RAKE FLASHING # 4' r \ PARAPET RAKE FLASHING • i • - �, 11) 111110", 7. [FL-285] ROOF INSULATION - , ++`' r [FL-285] ROOF INSULATION _ IL 1/4-14 x 7/8 OVERHANG j/4- l I PER SCHED. h •7 Il LONG-LIFE fr LER 1 �• 'LER l i PER SCHED. -i LAPTEK W/WASHER I 0 0 PERDRAG GSSTRU 44014,17. ' - RAKE ANGLE � �� 1--- RAKE ANGLE L' 2"x2"x14" LONG 16Ga. �� #12 T A. FLAT STRAP W/ (4) 61 „ " 4"x16GA. FLAT STRAP W/ (4) 'C' HEADER PER PLAN. / 2"x4"x14 GA. #12 TEKS TO D. STRUT Sc STUD • / 2 x4 x14 GA. #12 TEKS TO D. STRUT & STUD _ 1 -3 0 0 BEAM PURLIN CONNECTOR CEE BEAM (SEE J o J DRAG o 0 0 DRAG o 0 OVERHANG (2) #12 TEKS o / STRUT o ° ATTACH TO EA. JAMB W/ #12 1/4-14 x 1 SE1L�F�WASHER L/1 _- W/ (3) #12 TEKS EA. SCHEDULE FOR SIZE) o STRUT o o TEKS PER SCHEDULE. • ka)i LEG TO WEB CONN. TYP. W/ (4) #12 TEKS (2 PER INSIDE CLOSURE) WALL/ROOF INSULATION CONN.(TYP.) l: _ ' \'L'2"x2"x16GA, ANGLE. (4) # 12 TEKS EA' .� PER SCHED. MIN. TO POST 12GA. CLIP w/ 12GA. CLIP W// ATTACH TO BEAM & PURLIN CONN. (3) #12 EA. CONN all .. •OBE• fET93EAMSEPEK ffIANLE ON CEE POSTS - SEE SCHEDULE ON • PLANS FOR SIZE AND SPACING (3) #12 EA. CONN PLANS FOR SIZE AND SPACING 'C' HEADER (SAME AS JAMBS) W/ (3) #12 TEKS. EXTERIOR METAL PANEL .� GEE POSTS. DBL. CEE POST (SEE ATTACH TO JAMB STUDS W/ ,_ 0 O PER ARCH'S PER SCHED. 1/4-14x1 1/4 LONG-LIFE 1/4-14x1 1/4 LONG-LIFE 'L'3"x3"x16GA. CLIP. (3) #12 SCHEDULE FOR SIZE) CEE PONY POSTS - SEE SCHEDULE ONO SELF-DRILLER W/ WASHER SELF-DRILLER W/ WASHER [FASTENER #1E] (6 PER PANEL) PLANS FOR SIZE AND SPACING [FASTENER #1E] (6 PER PANEL) TEKS E:A. LEG/CONNECTION. L WALL INSULATION PANEL PER ARCH'S . LINER PANEL C' POST/JAMB BEYOND F HEADER TRIM & FLASHINGS ' PER SCHED. PER PLAN _ / BY OTHERS Beam - Purlin Connection 10 Roof Step Detail - ( Pony Wall } 9 Roof Step Detail 8 Endwall Cut To Rake Detail @ Siding Exterior (wl Overhang) 7 Low Eave Gutter Detail (wl overhang) 6 ZEE PURLIN "J" HORIZONTAL BRACE CUT 14 1 ROOF DECK TO PERIMETER . SEE SCHEDULE FOR SIZE 1/2" FROM END AND TAB FASTEN L' CORNER TRACK (2) #12 TEK SCREW TO PURLIN #12 TEKS 12 0/C. TYP. TO PURLIN W/ (2) #12 H.H. TEK PURLIN SIZE 'A' EA. END :.� 4" PURLIN 4" 10' SPANS ARCHITECT INFO: n n t. \ 7t Z PURLIN PER PLAN ,\ "Z" PURLIN PER PLAN (1) #12 TEK EA. LOW PAN & 411° PURLIN 6" 12'-15' SPANS R� 1 1/2"x22GA. HSB-36 #12 TEKS © 12" 0/C 0 8" PURLIN 8" 20' SPANS "C" POST PER PLAN —0- ROOF DECK SIDELAPS. ( ) # fi+ #112FTEKS DEC ©K TO 0/C. ER 2 l2 H.H. TEK PARTITION PANEL x x ISO. VIEW r. °o x \ ° ° 'C' A "x16GA. BLOCKING. N_ "Z" PURLIN ATTACH TO PURLIN W/ f \ # x "J" OR "C" VERTICAL GIRT PURLIN PER PLAN) I 12GA. 'L' ANGLE W/ (3) #12 TEKS 4• SEE PLANS TO BLOCKING AND PURLIN. ' GENERAL CONTRACTOR INFO: x "J" VERTICAL GIRT, USE : "C" VERTICAL GIRT, USE . r POST BASE CLIP PER SCHED. L' 1 1/2"x2 1/2"x 18GA. I l METAL SHEARWALLS,_,Z1 i. PARTITION PER PLANS W/ ANCHOR PER S.W. SCHED. BASE ANGLE. W/ (1) #12 TEKS PER {x w SEE PLANS FOR MEMBER TYPE 1"X 5/32" DIA. SHOT PIN TO SLAB °° 0l SCHEDULE (SEE 'C' POST PER PLAN I I ._._:1k 7 ` NOTE: FLOOR PLANS) / -' —"J" VERTICAL GIRT AT LONGITUDINAL SHEARWALLS, USE SAME ANCHORS AS USED ON POSTS. FRONT VIEW ZEE PURLIN SO THE ANCHORS SPACING IS 5'-0" O.C. NOTE: DECK TO TOP TRACK CONNECTION IS SIMILAR. SEE SCHEDULE FOR SIZE @ 15 @ 14 @ Mid-Span (RoofLevel) 13 12Blocking 11 Vertical Girt Non-Grid Units Corner Track Roof Level Vertical Girt HSB-36 Deck To Purlin Conn. Cee to Zee Purlin Conn. (C) I ULTRA DEK (B) STRUT-TO-WALL 1 ROOF PANEL TO (HIGH SIDE) FLASHING (A) STRUT-TO-POST 1 �_o° 1 '-0" STRUT-TO-PIER (INTERIOR) I I z` (LOW SIDE) I I g" g" rDENSGLASS - ;�� • ROOF DECK ROOF DECK I I [_ _ = N LINER ` *Al- g41.' ROOF DECK _ - - - l I EPDM RUBBER ROOF ROOF INSULATION - ROOF PANEL -- SCUPPER HOLE IN PURLING 4x2.5"x16GA. BEAM �`I -_- � --- ~- -540-..r..4.... �� I I•+ ++ ++ 0 WEB AS REQ'D PER PLAN PER PLAN PROJECT INFO: 0 0 -I I i I S - o I I -. 0 r AT 60" 0/C. I— z., V . I I l ° DRAG STRUT o o #12 TEKS -.. %/ w �� TAPERED RIGIp \ ��, ,�,�,�. 444144;4 ,� STORQUESTSTORAGE DRAG STRUT I ° oDRAG STRUT l f ° Z' PURLIN x I �� , 722Ga. 2W DECK = r ,�,�,r,�,�� ,I f I SEE TABLE PER PLANw ULATION BOARD �� ro �`; �� , �� , 12740 S.W PACIFIC AVE. PER PLAN 11 CEE BEAM f I I _ , r ;.0..,-."/".7 _,:),C' �<ti� OI OI OI OI 5EE PLAN FOR SIZE , I I �.�'.; r, -a,,, , �.,;�: A;-11 •,` ,w��`►,�� A I I :. . CEE POSTS - TIGARD, OR. 97223 I I I I _ I I �� A �. - PER PLAN � �, jy DRAG STRUT STRUT TO POST & BEAM WITH ° i...7- �C`, 4 e (4) #12 TEKS TYP. U.N.0 I I I I I I �►� NOTCH BOTTOM OF DRAG STRUT CEE POSTS I I i I I I SPAN #12 Teks Per Conn. I , 4444.4.#4.4.####4.44•##$## �:', •�, LEG, ANQ CONN. TO POST BEHIND PER PLAN I I STRUT TO POST WITH / �, BEAM, W/ (4) #12 TEKS. DETAILS STRUT TO POST WITH 4 12 TEKS TYP, AT 10'-12" 3 BEAM TO EXT. POST W/ I I STRUT TO POST WITH (2)#12 TEKS TYP. AT INTERIOR POSTS. (3) #12 TEKS. I r~�2x2x18GA. CLIP W/ Z' 2x8x2x18GA. TRACK (4)#12 TEKS TYP. AT INTERIOR POSTS. 15' 4 L3/4" Widex24Ga. W/ (2) #12 TEKS AT PERIMETER POSTS CONN. —� 20' 6 EXT. FINISH-o-- I •.I (1) #12 TEKS EA. CONN. BANDING EA. CONN. NOTCH TRACK 5l PER ARCH'S I i I PERI. CEE POSTS AROUND DRAGSTRUTS. PER PLAN DBL. CEE POSTS -ROOF INSULATION I ct 24' 6 I I PE' PLAN PER "LA SHEET NUMBER eE 0 Drag Strut to Beam Connection 20 Drag Strut to Post Connection 19 Purlin Splice Detail 18 Internal Gutter Detail 16 D6 IL- r NOTE: FOR ALL MASONRY REINFORCING KIWI 1/ i '7"; Mc12x10.6 SEE PLANS BY PEAK ENGINEERING, coNSTRUCTIoN IN iit 3/16" DIAMOND PLATE STRINGER WELD PAN TO PAN/ /1� _ 28177 Keller Rd. -74 1/86 Murrieta,Calif.92563 iriP if Phone:877-GO-KIWI-2 { v FAX:951-301-4096 ,y' 3 MC 12 X 10.6 CA License No:580782 i www.kiwiconstruction.com '` ' ' STRINGER Email:engineering@kiwiconstniction.com 3/16"CHK_FL II 8"x11.5" FRAME LANDING '� Drawn By: CH Checked By: ❑ ❑ �'��i`i� `� �"-" �_ Z 1 Date Started: 2016-07-02 :� � ' ' 3/16" DIAMOND PLATE v• -•,11111111p Q + Z Kiwi II Shop Drawings Property of Kiwi a Construction, z This Drawin Printed And Electronic File J (BY STAIR MANUFACTURER) L UNC. SLAB - ~ a 9c > . -.111111)441110;11111111H* `� �� U And The Information Contained Within Are �` W ( ThePra pettyOfKiwillConstruction Inc.,And-.011111 -� ( May Not Be Used Or Reproduced Wtthout The 3/4"0-A3 25N \ ... . O ❑I� r y 4 / ,4440000ERECTION BOLTI CL -N)% Written Permission m Kiwi II Construction. �. K . . Kiwi II Notes: C10X15.3 _ .-�. . :,.;. +�' .. .•.' .. ;A. • K SUPPORT . . .�:�..• "; ' �.. ; �. 1�1.;,� •,.� !...4= •. > 2016-08-19 - Revitew Seing t Started - MTJ 1-3 �. • ,.. r • ' •.;. : ' • • - z K K 2016-0$-D1 - PLAN CHECK -ART -26 - For Submittal -CH w < L' 2"x2"x3/1BTHK SUPPORTS AT '411111111111 L3X3X3/8 o + K 2016-12-08 -PLAN CHECK -ART 12" 0/C. TOP FLUSH W/FRAMING SUPPORT ATTACHED TO ANGLE 2 , X 3- 1 Lu 2,, cv K K 2017- 01-11 -Revised unit mix per K , K2017-01-30 - PLAN CHECK -ART STAIR STRINGER w i - t 2017-11-10 - Basement Removal -DG K HILTI KB—TZ 1 SPANS OVER 48" WILL REQUIRE: + K 4 INTERMEDIATE BEAM OR LARGER ANGLES 4 K a Y Typical Stair LandingStair to LandingStair to Slab Conn. > 4 `` = �'°1 ' E� '" `t 3 2 ., 13 1 rma + 1 ( W ' NNNc�N�NNN� + er + Jrrrrrr rJ � >t NOTE: FOR ALL MASONRY REINFORCING """""` I OREGON' ,`�`i`r`r`�`��i`i`. ` 3 = Handrails and NOTE: WHERE ATTACHMENT TO CONCRETE /16"THKPL SEE PLANS BY PEAK ENGEENG. WALLS OCCURE, USE KB—TZ ANCHORS. . s� \. \ Stiles. ( .) 8 dve. C8X11.5 9616/ (BY OTHERS.) r• FRAME 1 12" STRINGER. K EOM- . 8"x 11.5" CHANNEL. i K /� 0 \� `� + / ATTACH CHANNEL TO MASONRY4,„ Q j K `T1 �� i j W/ (1) 5/8"O KBIII 24"0/C. + • i< =3 16" DIAMOND PLAFE — i , ' 8 MASONRY WALL i K ��/ D �c��k `� ` I'I YLi / + K C 10X15.3 70 . �� ---- ''''''4‘:1111114111H � ; . (BY OTHERS.) 3/16" DIAMOND PLATE CC LANDING 6 .A K /" I + x BY STAIR MANUFACTURER < ' 3/16" DIAMOND PLATE ,� a x ( ) �� l BY STAIR MANUFACTURER \� , r#' 1 x K 1 K 11! 11110174" . : .2F, • : :: ;->7 , K � ' 3/16"THK_PL K ;>-- , ; li —, ,� �, �� LANDING + K X . +) •. x \ K f C8X11.5/ + , -1- % x' FRAME 4ED -I-I-1-i- - rI��, �i �! i� X 'L' 2"x2"x3/16THK SUPPORTS AT K f ` - le I II II-I� �I�I I� ,II, x12" 0/C. TOP FLUSH W/FRAMING >< 4\... -I-I l , 11114. iiX a x (BY STAIR MANUFACTURER.) 1I'2 I ► tr, x I III I; R ( x �� 1 K ., rte X X 8"x11.5" CHANNEL" (_ C 10X15.3_ 1 �� v�i, 1 Ft 4.• •'x ATTACH CHANNEL TO MASONRY < .. ' LANDING + .. '' + • x W/ (1) 5/8"� ANCHOR C� 24"0/C. ( X / p° K C 10X15.3 CHANNEL. #� `!± . �-� .�N K 3/16" DIAMOND PLATE 'L' 2"x2'x3 16THK SUPPORTS AT 4a, r. + �� 1 K (BY STAIR MANUFACTURER.) _ " / •�� ,#f r�, G 112 0/C. TOP FLUSH W/FRAMING * !; Li N\\\\\N\\`'"\>: '' (BY STAIR MANUFACTURER.) �' x J r r r r r rr - ' NNNNNN / ,� ir.4 //rrrrrr / L.:(< NNNNNN >< rrrrrrrrr r r� LANDI1 `� Handrails and L L'‹ Typical Tread & Riser Detail 6 'C' CHANNEL TO MASONRY WALL 5 (,. C8X115 ' � �� Stiles. (typ.) KJ FRAME \ `.` 2,, x K NOTE : 42" HIGH GUARD RAIL PER ARCH'S.. NOTE: FOR ALL MASONRY REINFORCING _ K / " x 5 3 SEE PLANS BY PEAK ENGINEERING. �2 4 M�� 1-::: Q7j 97 � ,a ,1-1 2"0 PIPE ` , •6 b 1 1/2"0 STEEL TOP / C 1 OX 15.3 'f K • ; LANDING �' ---4 ARCHITECT INFO: 1 • C X I MC12X10.6 11 \1-3 . STRINGER K K S ; �� 1! STRINGER • V 1/8 -s ' _ , K 4 • \ / / STANDARD POSTS CAP. •- I0 x ; > 3/16"THK_PL K '/ �� — < ' . ` LANDING i K 3/16" DIAMOND PLATE C i I ` C8X11.5 , i - : .' l FRAME NI 1 \ \1-3 / L 12" STRINGER. 1/4 V lib _ I ( 3 5 ii N 1/8 — \ 1/4 V 5/8 r. + 2\ D7 97 4 4 71\ L3X3X3/8 SPACING j 3 16" DIAMOND PLATE11/4 MINIMUM 1-1 2" X-STRONG K ' b `� C 10X15.3_ ' r GENERAL CONTRACTOR INFO: ` SUPPORT ANGLE PER. ARCH. / I / i(---." LANDING 3 4 0-A325N ATTACHED TO �. < ; / 1/4 1/4 I/ , ERECTION BOLT G �0' < • STRINGER ..--.F I : j I ( �' �� 1 K // i 12" STRINGER. ( K , Sloop ( (rrrrrr rJ + // 'L' 2"x2"x3/16THK SUPPORTS AT / ( rNr\\\"/"\\\.///:'\://,\\\,/;,\//,..2:.//:\,..\\\. rNrNrNrNrNrNNNrN 1 K C 10X 15.3 12" 0/C. TOP FLUSH W/FRAMING 1/4i�rr�i�i�i�i`i�i�Nig7 1 K SUPPORT • r�i1 i 4: C 10X15.3 \ ' —1/>L--")-- LANDING 3/16" STIFFENER PLATE AT STILE / ; a •• ' a a a e • • • LOCATIONS 1)I STAGGER a • •- 4 • 6 d a • 2-3 1/8 ` 4 " • • G ' d e a a d 9 a a4 •.da '• a a • 4 a • • \ i Stringer at Platform 9 Stair Rail Detail 8 Stile & Handrail Attachment 7 STAIR SECTION DETAIL 1 r 77 DBL. CEE POSTS PER PLAN7-1 NOTE: FOR ALL MASONRY REINFORCING -(1 HIGH, 1 LOW) SEE PLANS BY PEAK ENGINEERING. 'L' 14GA. CLIP W/ (6) #12 TEKS EA. CONN. I NOTCH TOP TRACK FLANGE - / i . AT BEAM LOCATION. :'Z' CEE BEAM PER PLAN \--) 14kOt \ /4114- ATTACH TO P05T5 W/ NOTCH BEAM FLANGE, n �(6) #12 TEKS EA. CONN. Y1 NOTE: I rPROJECT INFO: cE BEAM PERP I -: •;,' WHERE ATTACHMENT TO � I •ATTAC' TO PO W/ CEE BEAM PER PLAN ` t'� I �' CEE BEAM PER PLAN CONCRETE WALLS OCCURE, 111110,1* '�(6) #12 : EA. CONN. \ y / - ATTACH TO POSTS W/ L. .'',� (6) #12 TEKS EA. CONN. USE KB—TZ ANCHORS. 4 . 1 \� >.7,;--- . • STORQUEST STORAGE �" II €444.. 12740 S.W PACIFIC AVE. V i DBL. CEE POSTS PER PLAN /4 �\ I :AN, TIGARD, OR. 97223 (1 HIGH, 1 LOW) ll 11111111111111 L' 14GA. CLIP W/ (6) #12 TEKS i DBL. CEE POSTS PER PLAN EA. CONN. .M-------(1 3/8 THK. TAB P111111111 11,4 ■ sr'+■ (1 HIGH, 1 LOW) �W/ 2-3/4'0 BOLTS *is !f+ PL. HEIGHT TO BE �:.• :4 \` 'L' 14GA. CLIP W/ (6) #12 TEKSCHANNEL DEPTH LESS 2" �: � � 0 3 ,q 9" `•�'aIrk, �•+ DETAILS EA. CONN. ✓ 5 1/2x12x3/8 PL. W/ %.....,. , 4--5/8"0 HILTI KBIII '' 1 1/2" EXPANSION BOLTS W/ w $ MIN. 5" EMBEDMENT ce SHEET NUMBER cr 0 XXX 13 xxx 12 Floor Deck Opening Detail 1 1 BEAM AT MASONRY 1 0 7 Y © 0 12D0 N Q 1�¢amm m¢a cawmmmm.6mm mm 2tammfGm�® 0 •1 , 2.� :'•. . ._. ::-.: - +tr. +- , i f7- ., , /- ( ® g-. �." • q ____i_. N . 1 0.1 0.2 0.4 0. 9 _15-7><7„./7/ .2 .U12.97.3:=AO o' '`.7'7.0 5.7' 12.56.2 1..-6 2.0 .6 12.23.▪ 7 1.111`.7 ',0,0 • I .\ . o QQ g .Z' �: . 11.5 �1 s 11.5 TM's 11 e '1,11;1- k- ,==J e� '0 ,2 0.5 1.3 3. 3 4.1 W.16 yB v 9.Q 7 s! 'A. '� ■ ? - " tii.:10.0 2 0.8 3°:3 1 - / 1 ' iC i'l* _ r.a4'4 mom® ® LEASING - J OFFICE rte. ri DAMSON 'S 0,3 0.9 +2.9 6.. FFE. 177.5' \ T-.: '-:'N .-a RESTAURANT �� 4. ,..1/ 341. - : ): ICC) .s. '3 0.9 3.7 14. 7 I71#11:4.4] 2 '0.1 •. r I: : 11.5 BASEMENT FFE:167.17 / 1, .- Od3 0.9 3.2 +10,-5 (ATI HATCH AREA) �1 4.7 1,0 0.2 i 6. - : -; Itim g .1. , - laN 0.8 2.3 4. .7 0.670.3 0.1 0 �. t,' . -H E _. ---; r, + � fob 1 8.9 3.7 I 9 11.-5- /� 0.,4 0.3 0.2 0.1 , A: ' , ® g m. 0 3 1.0 +3.8 12p 4 2.4 1.2 0,3 0.1 0..0 1.0 02 0.9 2.7 X5.5 _;2Y.-8 0.5 0.1 O:rO 3.0 I I- 8.5 8.5 j 0 .3 0.9 3.7 14 114.53.5 0.6 0.2 b.,1 \,` '14R: 11.5 PROPOSED 3-STORY o/ PART AL EASEMENT, CLIMATE p____n9 ) z • 0 .3 0.9 3.3 11, 3 CONTROLL 9 SELF-STORAGE FAC LITY ` 2.5 0.7 0.3 +0.4._ a. i 1 E i :a. + +; 0 .3 0.9 2.6 5. FIRST FLOOR HIGH SLAB FFE: I: . :j 1.5 0.6 0.3 0. 2 - + 117.5' 0.3 0.9 3.7 14172.58.8 3.6 1._6.®0t8 3. 4 xt[4H: 11.5 . 0.3 0.9 3.3 101-7_ APPROXIMATE TRANSITION BETWEEN FIRST FLOOR LOW 1O HIGH SLABS _- _ _ 5.5 45,6 5.2 '2.5 0. 8 0.3 0.8 2.6 5. 1 .84. 9 1. 1 FIRST FLOOR LOW-SLAB t.sCA Q Fl 0.3 p.,9_ 3,7 15 0 FFE:174.5' P 1. 2 C • i =44H: 11.5 . I . • 4 4 *09321 V N •.1 3.7. 1.2J-- » , • ,i + . . I, a. 0 3 0.8216 5. 'I 10e : ' 117.411, 11-5 N.1-5. 16.0- 3:. ?. a r000 4a . .2 0.8 31 ' 6 15� . 11.53.76.434 +6125„4,I 9.8"°12.5700 2.8 9 g MH. ■ �� Yc �r I), 0 p, {,.0:0 '. �2 0.6 +2.6 0. 1.5 �'1OAR A :415 1', 7 1.. ® mmmm�U 507: 6.5 2.8 1.1 0. 4 - 'its c C A R 1• \� 0.4 1.2 4 10, $.3 :.$,o 10." {I, a '_Q._'L _DMZ + 11. i4 4 12 1 =6 3• . 1.9 1.1 0.4 0, 2 WASH I ..A.'. ;\ - d .• a 4 f' 'i."--- •i �ei �� + r + + + + + + �� pi>2 0,6 1.8 5.7 6.4' 3:3 6.0 6.1 1.9' 0.6' 0.3 0.5 1.8 6.2 •6.5 .6 6.7 6.2 1.9 ' 0.7 0.3 0:� 0. 1 II El 1 ( ' I [II 1r.� '• 4�0:3,0.8 +1.5 1.7 1.5 1.7 1.6 0.8 0.3 0.2 0.3 0.8 1.7 1.8 ..6 1.8 1.7 0.8 0.3 0.1 0.1 0.. ' 44_,0.• 0 g0 0.1 0.2 0.3 0.3 0.3 0.3 0.3 0.2 0.1 0. 1 0.1 0.2 0.3 0.4 0.4 0.4 0.3 0.2 0.1.0.1 0.0 b. ) ,-. 7 . 0 Dn 0 0 0 /� �1 (1 0 '1 y Q /� 9.p-_0_,1_ 1).1_,0.1 [� 0 1_:Q.1 0.1 0.1 :p.3,_. 0.1 0.1 o.1,9,_._0. 0,.0, 0.0 Q. 0 N r_Y.�_Q.Q.�. 16. � ��u e,i-.-�{;!_ 6L�:..1 0.1, _Q.a�1_ .1 }s �L4 'Y• ' - _.r.� -�--_: iho W I r """ rr E , ----/ 6' 512B'-O" . i ,/ �5 '2, / SHOE N AS SHOWN TvEysh%- i ---41', 84-16 1 • L L 11 t♦ Project* 0 25 50 75 100 .AG11 G SCALE IN FEET Drawn ty: DAD. 2ro fact: Pgclact 1 R ols t: Ygon®ct;s 1 X01 Silo o1 Qty Do@cirlyti®n %m. Lin@ LW De4laczipti®n walta Wm Wax Min .awg/Nin Na&AliaSheet Size: A 27 85WT LED ARC-LUME WALLPACK - ARCL85U1 5812 0 . 900 SITE @ GRADE Fc 3 .31 29. 1 0 . 0 N.A. N.A. PARKING/DRIVES @ GRADE Fc 3 .52 15.4 0 .0 N.A. N.A. \ C OnLO d 0 s C . N P O R A T 9 . N NOTES: LIGHTING APPLICATIONS THIS LIGHTING DESIGN IS BASED ON INFORMATION PROVIDED BY OTHERS. ACTUAL RESULTS MAY DIFFER FROM DESIGN,DUE TO INACCURATE,ADDITIONAL OR MISSING CRITICAL SITE INFORMATION THAT IS PERTINATE TO THIS DESIGN. SIMKAR CORPORATION OR CEN LIGHTING IS NOT RESPONSIBLE FOR DIFFERENCES IN DESIGN VERSUS ACTUAL PERFORMANCE BASED ON THIS SHE INFORMATION. ILLUMINANCE VALUES SHOWN ARE CALCULATED FROM THE LUMINAIRE LABORTORY TEST DATA LISTED. LABORATORY TEST ARE MADE UNDER OPTIMUM CONDITIONS,WFIH LAW OUTPUT AT RATED VALUE AND IN ACCORDANCE WITH ILLUMINATING ENGINEERING STANDARDS. Fax: 976922- -6654