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Plans (6) BU P2016-00261 1 OF 2 4 VICINITY MAP DARc r 4W gi 4. ft,* irii# 1)0.1/, edr A ci1i4s4) / ' /10 .°400. IS ilit (11::::111 11111 l ar, g5 4 - �4 C. • Redmond, WA ,� ;� � 4694 Q itilli e S ilit 0 0trillillid r r 4 ♦v ♦ is.' O OF fig` = w* . Nis'O• 4)\ t # st Ammon)* * a" PECTzON REQUIRED J w° v w v w f a uo - a 111111.61..111111 6 ,U 7 N a Q' co • ' ► iirr Structural Specialty Code ° ° 4 o �, a u m N,�L«•- � m � a o in 7...; ` v 0 a. v o c o_ " 'c -3 i TIC �,� §"fir- /' SELF STORAGCr@t@ and Reinforcing Steel a 2 3 °s 0 ''' ',9 °L ° ° ° Ea, v, ao.o ' ° a� QrL o 0 c T 7- s11 Its installed in Concrete Q =v ° a y a° 'I': w o � dial Moment-R@sistin Concrete Frame ° v ,..'.5----° ° o ° 7 ' ' s 1. 10 RROJ u `' 3 *' - RECEIVED o- ,=. N 1] N 411 : k 4P 4.%P.A "' lI� .,..,sof 'ng Steel&Prestressing Steel Tendons N N °. ° y a° 41#14i6 � - 7 ° ..+ N O E � m E ,u o �' nm-- �► 110001.100,:„ ` l11."'l L, ,Ir. � 0 c , ou I L y o o 1 `� � ��"" � � � ' ctsToRAGE FACILI lyrt,CtllF8l Welding APR '� 20I1 `° � �, �, z., . .,4,7,.. . 0.:.-.. = N + ��� ❑ I-li h-Stren ht Bolting N N '6 N Ls- E o "a�-o ° • do # $ g 9 CITY OF TIGARD 'Li o BUILDING DMSION r ,,„- . .E _ 2 o y NElivir S3 o E o m ° o 0 m o �{' y rnma pa° °-o E-22.': S O � v Q v ° °r. f, � �' �� r StrUCtllral fViasonFy aLLLw ` cuo� � �,� �115 u❑ Reinforced Giy'psum GOnCreteca -¢¢`w z° `o v m. ¢ E aa a nitntoPy ' * io• - . :' • de4* VP' 4.11)"‘.. s4S., 10 • try 4r- ❑ Insulating Concrete Fill %.* < .^ Ole # * # * S Spray Applied Pre-Resistive Materials 12800 SV\I PACIFIC HIGHWAY ❑ p y pp W oN � � P AOviz,* 0 Pilings,Drilled Piers and Caissons = lx N E o• a OQ a 4 �i O ` F-+ CO o Co .- S1hh11 ❑ Shotcrete w o Pr 2 Q OREGON 97223 {) P �j U o tS; % '� 4 0 Special Grading,Excavation and Filling c. •- N L 8 / At GI ,�! #.. 1 ' 4-, %4Pa4`_4 4 may- TIGARD , E "' ❑ Smoke-Control Sys w i t R t Fi �-Rc L . - C 03 . ati: her Inspections__4,,c-.4.7:447, ___:-S--CEL..I�1� x -c LL m WI U c o a E M DEFERRED SUBMII GENERAL NOTES DESIGN CODES PROJECT TEAM PROJECT DATA SHEET INDEX 'crco © all co --... LLC) L THE GENERAL CONTRACTOR (GC) SHALL BE RESPONSIBLE FOR VERIFYING EXISTING FIELD CONDITIONS AND A. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE IMN ALL GOVERNING BUILDING APPLICANT: ARCHITECT: SITE ADDRESS: 12800 SW PACIFIC AVE GENERAL: 1.0 co -- rn COORDINATING ALL DEFERRED SUBMITTALS. THE CC'S SUBCONTRACTOR//S SHALL BE RESPONSIBLE FOR CODES AND REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK 2014 OREGON STRUCTURAL SPECIALTY CODE 12740SW PACIFIC HWY SP,LLC MAGELLAN ARCHITECTURE SUBCONTRACTOR(S) TIGARD, OREGON 97223 A0.10 COVER SHEET AND PROJECT DATA 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 c`2, ~ 2014 OREGON MECHANICAL SPECIALTY CODE Aa.zo EGRk SS PLANS AND CODE SUMtN4RY GREENWOOD VILLAGE,Co 80111 REDMOND, WA DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL B. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE TO THE ARCHITECT'S 2014 OREGON PLUMBING SPECIALTY CODEA0.21 BUILDING CODE SUMMARY&FIRE PROTECTION NOTES TEL.: 303-759-7008 TEL.: 425-8855-43-43 00 LEGAL GtJ�.r"lr 'ION & PARCEL: 2S102BD01503; A0.30 ICCA117.1 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.: 206-617-3716 FREWING'S ORCHARD TRACTS Lot:1 A0.40 ICC A117.1-2009 GENERAL CODE NOTES&DETAILS NOTATION INDICATING THAT THE ucrLAAty 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 SUDDARTH CONTACT: DIRK McCULLOCH ODES AND CONSTRUCTION STANDARDS BUILDING C . + BE IN GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BUJSUDDARTH@WILLIAMWARREN.COM DIRK@MAGELLANARCHITECTS.COM CIVIL(OMITTED APPROVED UNDER SEPARATE PERMITI: StOrQUE:St. BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. 2014 OREGON ELECTRICAL SPECIALTY CODEan 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 (A.K.A. TIGARD COMMUNITY DEVELOPMENT CODE} PROPERTY ZONING: C-G (COMMERCIAL - GENERAL) MECHANICAL& PLUMBING: TITLE 18TIGARD MUNICIPAL CODE 1. THE MECHANICAL & PLUMBING WORK FOR THE PROJECT SHALL BE PERFORMED AS DESIGN-BUILD. THE GC DETAILS, OR BETWEEN THE PLANS AND SPECIFICATIONS, THE ARCHITECT SHALL BECIVIL ENGINEER: LAND USE CONSULTANT: IJJ SHALL SUBMIT WITH THE BID A PROPOSED HVAC AND PLUMBING DRAWING THAT COORDINATES WITH THE NOTIFIED IMMEDIATELY. PIONEER DESIGN GROUP PETER FINLEY FRY AICP,Ph.D. ARCHITECTURAL DRAWINGS AND COMPLIES WILL ALL CODES, REGULATIONS AND REQUIREMENTS. D. THE CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES AND PIPING BEFORE 9020 SW WASHINGTON SQ. RD, #170 2153 SW MAIN STREET,#105 SITE AREA CALCULATIONS AND CONDITIONS r OR 97223 PORTLAND, OR 97285 2. THE GC'S MECHANICAL SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL BEGINNING WORK. PORTLAND, SITE AREA (ORIGINAL): 62,464 S.F. (1.43 ACRES) NECESSARY MECHANICAL PERMITS. TEL: 503-643-8286 TEL.: 503-274-2744 E. THE GC SHALL COORDINATE ALL OPERATIONS WITH THE OWNER, INCLUDING AREA FOR CONTACT: LUKE LAPPIN MOB.: 503-703-8033 DEDICATION AREA: ± 3,381 S.F. eCt 0 3. NECE CSA YPLUMPLUMBING PERMITS.TSACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL WORK, MATERIALS STORAGE, AND ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS LLAPPIN@PD-GRP.COM PETER@FINLEYFRY.COM LANDSCAPE(FOR REFERENCE ONLY UNDER SEPARATE PERMIT): A' NECESSARY PLUMBING OR NOISY WORK, TIMING OF WORK AND INTERRUPTION OF MECHANICAL AND ELECTRICAL POST-DEDICATION SITE AREA: 59,083 S.F. (1.36 ACRES) L-1 TREE PRESERVATION AND REMOVAL AND TREE CANOPY-PLANTING PLAN �1 ELECTRICAL SERVICES, NOISY OR DISRUPTIVE WORK SHALL BE SCHEDULED AT LEAST ONE (1) WEEK IN MAX. IMPERVIOUS AREA @ 85%: 50,221 S.F. L-2 PLANTING NOTES AND DETAILS 0 I..L 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: L-3 IRRIGATION AND PLANTING SPECIFICATION PERCIVAL LANDSCAPE ARCHITECTURE CHASE,JONES&ASSOCIATES INC. 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 F. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF Lij AND COMPLIES WILL ALL CODES, REGULATIONS AND REQUIREMENTS. 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 PERMITt ♦^ W 2. THE GC'S ELECTRICAL SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL PORTLAND, OR 97202 PORTLAND,OR 97214 Cityof Tigard Erosion Control S1.1 GENERAL STRUCTURAL NOTES&RETAINING WALL PLAN V r n 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 v REPRESENT A REASONABLE DISTRIBUTION OF COLOR RANGES AND PATTERN PRIOR TO MOB.: 503-939-3547 CONTACT: ERRIC JONES To Schedule Inspections: Li. < FIRE PROTECTION/FIRE ALARM: INSTALLATION FOR ARCHITECT'S APPROVAL. GC SHALL PROVIDE SHOP DWGS AND CONTACT: JOE PERCIVAL ERRIC@CHASEJONESINC.COM Call (503) 639-4175 ARCHITECTURAL: 1. THE FIRE PROTECTION & FIRE ALARM WORK FOR THE PROJECT SHALL BE PERFORMED AS DESIGN-BUILD. THE PRODUCT DATA FOR ARCHITECT'S APPROVAL ON ALL SPECIAL ITEMS REQUIRING CUSTOM PERLANDSCAPE@GNlAILCOM A01.10 DEMOLITION SITE PLAN(UNDER SEPARATE PERMIT, FOR REFERENCE ONLY) A/ GC SHALL SUBMIT WITH THE BID A PROPOSED FIRE PROTECTION DRAWING THAT COORDINATES WITH THE WORK Initto inspinsPeCtion ection: 41.10 ARCHITECTURAL SITE PLAN14,li,.FABRICATION {SHALL INCLUDE RATED FIRE DOORS AND HARDWARE). � �oPE o ���� ARCHITECTURAL DRAWINGS AND COMPLIES WILL ALL CODES, REGULATIONS AND REQUIREMENTS. TRAFFIC ENGINEER: ENVIRONMENTAL CONSULTANT: Final inspection: A1.20 51TE 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 BE CLEMOW ASSOCIATES LLC ENVIPCNMENTALSCIENCE&ASSESSMENT,LLC Prior tofiindbuilding Inspection A1.21 SITE DETAILS to 0 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 A2.00 WALL TYPES v/ TO ARCHITECTS APPROVAL, AND AT NO ADDITIONAL COST TO THE OWNER. ALL CONSTRUCTION OF A NEW 3-STORY OVER PARTIAL BASEMENT, CLIMATE CONTROLLED PORTLAND,OR 97209 PORTLAND,OR 97214 t. MANUFACTURED STAIRS: REPLACEMENT MATERIALS REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH SELF-STORAGE BUILDING WITH ACCESSORY 1st FLOOR LEASING OFFICE AND ASSOCIATED SITE A GEOTECHNICAL A2.10 BASEMENT FLOOR PLAN&ARCH.1st FLOOR SLAB PLAN H ♦^ TEL.: 541 579 8315 TEL.: 503-478-0424 .A REPORT IS REQUIRED • A2.20 FIRST FLOOR PLAN U J 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 IMPROVEMENTS AND LANDSCAPING. CONTACT: CHRISTOPHER CLEMOW PE,PTOE MOB.: 503-703-1229 /// BEFORE THE FOOTING a A2.30 SECOND FLOOR PLAN 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 CCLEMOW@CLEMOWASSOCIATES.COM CONTACT: JACK DALTON CI, Q THAT COORDINATE WITH THE ARCHITECTURAL DRAWINGS. AND OWNER PRIOR TO INSTALLATION. LAND USE APPROVAL UNDER SDR 2015-00001,29 APRIL 2016. JACK@ESAPDX.COMINSPECTION IS APPROVED A2.40 THIRD FLOOR PLAN 2. THE GC'S STAIR SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL ASSOCIATED �� = A2.50 ROOF PLAN W 2 N I. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY A3.10 EXTERIOR ELEVATIONS&EXTERIOR FINISH SCHEDULE 0 (NI AND NECESSARY PERMITS. LISTING ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY REQUIRING COMPLIANCE WITH STRUCTURAL ENGINEER: METAL BUILDING SUPPLIER: _ cn REFERENCED STANDARDS, OR BY PERFORMANCE SPECIFICATIONS. FOR ITEMS SPECIFIED BY SSF ENGINEERS KIWI II CONSTRUCTION,INC. A3.20 EXTERIOR ELEVATIONS 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 A3.30 EXTERIOR ELEVATIONS REVISION' � r U Z 1. THE PRE-ENGINEERED CANOPY AND AWNING DESIGN AND ENGINEERING FOR THE PROJECT SHALL BE OR BY PERFORMANCE SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING SEATTLE, WA 98121 MURRIETA,CA 92563 A4.10 BUILDING SECTIONS v 0 r n U O 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 BUILDING SECTIONS �,/� Q LUl TEL.: 206-443-6212 TEL.: 951.301.8975 CC CANOPY AND AWNING DRAWINGS AND SUPPORTING ENGINEERING CALCULATIONS THAT COORDINATE WITH THE SUBMITTALS, PROVIDING COMPLETE BACK-UP INFORMATION FOR PURPOSES OFA4.30 WALL SECTIONS MOB': MOB.: NONE ON SITE CI- CRITICAL CRITICAL AREAS DESIGNATION(S): O ARCHITECTURAL DRAWINGS. EVALUATION. WHERE BUILDING STANDARD ITEMS ARE CALLED FOR, NO SUBSTITUTE WILL 2. THE GENERAL CONTRACTOR'S CANOPY & AWNING SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR BE ACCEPTED. CONTACT: RYAN ANDERSON CONTACT: WAYNE WOOLSEY 44.40 WALL SECTIONS ELEVATORS O RANDERSON@SSFENGINEERS.COM WAYNE@KIWICONSTRUCTION.COM A4.41 WALL SECTIONS (n ❑ AND SECURING ALL ASSOCIATED AND NECESSARY PERMITS. TREE RETENTION REQUIREMENTS: REFER TO LANDSCAPE PLANS A4.50 WALL SECTIONS-STAIRS I- W 0 Q JURISDICTION CONTACTS: /3 A4.60 OMITTED 00 0 ARCHITECTURAL ABBREVIATIONS SYMBOLS LEGEND C13125 ITY OF TIGARD COMMUNITY DEVELOPMENT BOULEVARD PARKING REQUIREMENTS & CALCULATIONS: 45.10 ENLARGED OFFICE PLAN;OFFICE RCP HALLA5.20 ELEVATOR SHAFT PLANS,RAMPS PLAS or TIG N TIGARD, OR 97223 A5.30 ENLARGED STAIRWELL-P FOR COD COMPLIANCE REFER TO CLEMOW & ASSOCIATES TRANSPORTATION ANALYSIS DATED 02-18-2016 COL COLUMN JT/JTS PLANNING MONICABILODEAU 503-718-2427 MONICAB@TIGARD-OR.GOV A5.40 ENLARGED PLANS REVISIONS JOINT,JOINTS REINF REINFORCING FOR PARKING INFORMATION 0 SYMBOLS: REVISION NO. ROOM NAME ENG'RING GREG BERRY 503-718-2468 GREG@TIGARD-OR.GOV A6.10 INTERIOR ELEVATIONS Approved: AT CONC CONCRETE L LONG, LENGTH REQ'D REQUIRED e ROOM NAMENO. DATE BY (1111E BLOCK SHOWS REV. DATE) ROOM NAME BUILDING A7.10 SCHEDULES CONT CONTINUOUS LAM LAMINATE, LAMINATED RF RUBBER FLOORING OTC: . AND XXX ROOM NO. FIRE JOHN WOLFF(TVF&R) 50 1504 A8.10 EXTERIOR DETAILS 12-28-16 PER ARCH. L CONSTR CONSTRUCTION L.F. LINEAR FOOT, LINEAL FOOT RR RESTROOM INDICATES REVISED AREA - BICYCLE PARKING REQUIREMENTS: j- A ANGLE xxx S.F.F---ROOM AREA ODOT MARTYJENSVOLD 03-731-8219 MARTIN s�nre.oR.us A8.20 EXTERIOR DETAILS •pelt 2�I - - 12-30-16 CITY COMMENTS % CENTER LINE CONTR CONTRACTOR LW LIGHT WEIGHT RO ROUGH OPENING BICYCLE RACK REQUIREMENT PER SECTION 18.765: A8.30 ENLARGED CANOPY PLAJldedelresg. © COPYRIGHT CPT CARPET LVL LEVEL ROW PUBLIC RIGHT OF WAY DETAIL NO. DESIGNATIONf L I Ilk- DEGREE CT CERAMIC 11LE MAS MASONRY SAM. SELF ADHESIVE MEMBRANE PL-1 FINISH SCHEDULE KEY 1.0 PER 40 STORAGE UNITS: 806 STORAGE UNITS/40 = 20.15 x 1.0 = 20.15 = 20 A8.31 ENLARGED CANOPY PLA N 02-19-17 VE REVISIONS 0 DIAMETER DF DRINKING FOUNTAIN MAX MAXIMUM SCHED SCHEDULE SHEET THAT DETAIL IS SHOWN A8.32 CANOPY DETAILS BICYCLE RACKS REQUIRED. A8.33 CANOPY DETAILS Bx; Date: r / EQUAL DS DOWNSPOUT M.B.S. METAL BUILDING SUPPLIER SC SOLID CORE > GREATER THAN DWG DRAWING MCT MARMOLEUM COMPOSITE TILE SF SQUARE FOOTAGE REQ'D PROVIDED A8.40 EXTERIOR DETAILS EA EACH MECH MECHANICAL SG SAFETY GLASS BLDG. SECTION N0. EQUIP. SCHEDULE KEY aDi ED BIKE PARKING 20 3 A8.50 AIR BARRIER NOTES&DETAILS /� < THAN ELEV ELEVATION, ELEVATOR MEZZ MEZZANINE SHT SHEEP �� '���/' _ ( � A9.10 INTERIOR DETAILS APPROVED PLANS [d R PERCENTAGE ELECT ELECTRICAL MTh METAL �M SIMILAR SHEET THAT SECTION IS SHOWN ( bliila - t� A9.20 INTERIOR DETAILS INCLUDE UN-ATTACHED: ISSUE DATES EJ EXPANSION JOINT MEG MANUFACTURING SPEC SPECIFICATION Er CASEWORK DTL Na PROPOSED BICYCLE PARKING RATIO IS SUPPORTED BY THE CLEMOW & ASSOCIATES SPE ATIDN BOOK -•fir; LC �� A9.30 INTERIOR DETAILS i1GT(JRAt,CALCS LAND USE APPROVAL:2016-04-29 ± PLUS/MINUS EQ EQUAL MFR MANUFACTURER SQ SQUARE l t TRANSPORTATION REPORT DATED 02-18-2016 AND, OPERATIONALLY, WILL BE MORE �GEOTECH REPORT SHEET NO. } THAN SUFFICIENT FOR THE PROPOSED FACILITY STRUCTURAL: .AMSC DOCUMENTS PERMIT SUBMITTAL: 2016-08-30 PLATE EXIST EXISTING MH MANHOLE SS STAINLESS STEEL, l EJ EXPANSION JOINT MIN MINIMUM SANITARY SEWER A WALL SECTION NO. 51.1 GENERAL STRUCTURAL NOTES ABBREVIATIONS: EXP EXPANSION MISC MISCELLANEOUS STD STANDARD WO t PERMIT RECEIVED: A.B.E. AVERAGE BUILDING ELEVATION EXT EXTERIOR M.O. MASONRY OPENING Sll STEEL SHEET THAT SECTION IS SHOWN WALL TWE NO. 1 ` 52.1 LOWER FOUNDATION PLAN BUILDING SETBACKS: REQUIRED PROPOSED S2.2 UPPER FOUNDATION PLAN DEFERRED BID DOCS: A/C AIR CONDITIONER F.C.I.C. FURNISH BY CONTRACTOR M.R. MOISTURE RESISTANT STRUCT STRUCTURE, STRUCTURAL 01 INSULATION KEY 53.1 CONCRETE DETAILS Piro Sprinkler !Sa"--- ADJ ADJUSTABLE, ADJACENT INSTALL BY CONTRACTOR MTD MOUNTED SUSP SUSPENDED A INTERIOR ELEV. NO. WALL TYPE LETTER NORTHWEST (SW PACIFIC) 0' 0' 2" 53.1 CONCRETE DETAILS g Alsrsl! � - CONSTR. DOCS: ADMIN ADMINISTRATION FD FLOOR DRAIN MTG MOUNTING SYS SYSTEM NORTHEAST (McKENZIE) 0' 13' 11" sa.1 MASONRY DETAILS Mechanical „t1 APF ABOVE FINISH FLOOR FDN FOUNDATION NIC NOT IN CONTRACT T TEMPERED, TREAD, TOP �1 FF FINISH FLOOR NOM NOMINAL T&B TOP & BOTTOM D WALL ORIENTATION • DATUM POINT "' METAL BUILDING SYSTEMS: Plumbing ALG ABOVE FINISH GRADE F.0.IA. FURNISHED BY OWNER INSTAI I FD BY NTS NOT TO SCALE TEL TELEPHONE SOUTHEAST 20' 45' 11 Electrical .1G------ � 24"x36"SCALE: AS NOTED ALUM ALUMINUM SHEET TTiAT INTERIOR ELEV. ISK51 COVER PAGE&GENERAL NOTES ANDD ANODIZED OWNER OC ON CENTER TEMP TEMPERED C SHOWN SOUTHWEST 0' 32' 6" Truss Engtncerhts ..,-�,. PLOT DATE: 2017-02-19 +$'-0"A.F.F<-CEILING HEIGHT K52 BASEMENT LEVEL FRAMING PLAN APPROX APPROXIMATE FEC FIRE EXTINGUISHER CABINET O.H. OVERHEAD T&G TONGUE & GROOVE _ Shop Drawings F.O.I.C. FURNISHED BY OWNER, 01'P OPPOSITE TG TEMPERED GLASS Ks3 1st LEVEL FRAMING PLAN CAD FILE: 15-133_A01 ALT ALTERNATEIIID" '' TRUE NORTH ACT CFtiILING KS4 2nd LEVEL FRAMING PLAN ASR AUTOMATIC SPRINKLER RISER INSTALLED BY CONTRACTOR o/ OVER T.O. TOP OF Ill �� FINISH CEILING TYPE KS5 3rd LEVEL ROOF FRAMING PLAN Al, tt_S JOB NUMBER: 15-133 AVG AVERAGE FPHB FROST PROOF HOSE BIBB PERP PERPENDICULAR TT TYPICAL , N r PROJECT CRT BUILDING HEIGHT PER C-G ZONING: BFF BELOW FINISH FLOOR FRP FIBER REINFORCED PANEL(S) PL PLATE, UT1L UTILITYKss 3rd LEVEL PARTITION PLAN -C CHECKED: PAMC BFG BELOW FINISH GRADE FTG FOOTING P-LAM PLASTIC LAMINATE U.O.N. UNLESS OTHERWISE NOTED 0.5yGRID DESIGNATION MAX. ALLOWED BUILDING HEIGHT: 45' K57 BUILDING CROSS SECTION OFFICE COPY DRAWN: DYM VCT VINYL COMPOSITION TILE 0 SHEET KEY NOTE PROPOSED BUILDING HEIGHT: 40' 6"' KS8 BUILDING CROSSSECTION BD BOARD GA GAUGE PLUMB PLUMBING BLDG BUILDING GALV GALVANIZED PAIL PANEL, PANELING VERT VERTICAL ROOF SLOPE AND KS9 BLADE FRAMING STATUS: ISSUE FOR PERMIT BA BUILDING STANDARD GC GENERAL CONTRACTOR PROD PROJECT, PROJECTED w/ WITH DOOR SCHEDULE KEY(CORRESP. TO DIRECTION KEY D1 DETAILS B.O. BOTTOM OF GIP GYPSUM LATH & PLASTER PRV PRESSURE REDUCING VALVE w/o WITHOUT ROOM NO. WHERE DOOR OCCURS) REFER TO SHEETS A0.20 AND A0.21 FOR BUILDING CODE SUMMARY D2 DETAILS BOT BOTTOM GM GYPSUM WALI.BOARD PT POINT W-MAT WALK OFF MAT 101AD3 DETAILS COVER SHEET& BTW BETWEEN H HIGH, HEIGHT OT QUARRY 11LE WP WATERPROOF DOOR SUFFIX BREAK LINE SYMBOL D4 DETAILS PROJECT DATA CB CATCH BASIN HB HOSE BIBB QTR QUARTER WR WATER RESISTANT MATCH UNE MATCH LINE D5 DETAILS C.I. CAST IRON HM HOLLOW METAL R RADIUS WRB WATER RESISTANT BARRIER 1O WINDOW SCHEDULE KEY D6 DEIN IS CPP CAST IN PLACE HORIZ HORIZONTAL RD ROOF DRAIN WT WEIGHT CJ CONTROL JOINT, HT HEIGHT RL RAIN LEADER WWM WELDED WIRE MESH D7 DETAILS A0 . 10 CONSTRUCTION JOINT HTR HEATER REC'D RECEIVED WWF WELDED WIRE FABRIC ELECTRICAL: CMU CONCRETE MASONRY UNIT INSUL INSULATION REF REFRIGERATOR, REFERENCE Y.C. YARD DRAIN SITE PHOTOMETRIC LIGHTING PLAN r OCCUPANCY DATA D ARe r Q 0 0 © .,„ ,,. , ., .,, ti, I I I I I I I 1 I I I I I I I �\,,'' I' "' ' TRAVEL. DISTANCE REOINTS: I I' I 1 I „ "- + EGRESS TRAVEL DISTANCE = < 250' PER OSSC TABLE 1016.1 C. edr A d - - - - - 11111111 - ,L. - ,1, - ,It- - -}1, I COMMON PATH OF TRAVEL = < 100 PER OSSC 1014.3 EXC. (1)I I I I I I I I I I I I I I � gs4 L - 1 __L_-_ I , - I - - - � - - � - I _ I _ � - _ N FEC MINIMUM DISTANCE BETWEEN EXITS SHALL BE GREATER THAN 1/3 DIAGONAL • FEC - _ r� F`�� DISTANCE OF AREA SERVED - REFER TO EGRESS PLANS Redmond, WA 0 I-- T -ET TT -TT � � � -E -TTT -1 TT7- 7- -7 -7TT -FTTTTTT7- 7 I-- -T II k- `9'-+ k--L+-L 4 J J J J 1 _ OCCUPANT LOAD SUMMARY (PER OSSC TABLE 11044.1.2 . �� + I I + + f- + - r - - 1 - - d ii I ii ii I I I HF BASEMENTS-1) 10,218 S.F./500 GROSS= 20 OCC. OF Og L . - __L._ - _J- - - - - _L--.-. j J I - _ t - I __ __L - _L J L b II J - .k_ J + 1ST FLR (S-1) 28,263 S.F./500 GROSS = 57 OCC. i FE y 1ST FLOOR (B/OFFICE) 1,834 S.F./100 GROSS = 18 OCC. I- -7 T - T - T - T - T - TT 1 J r --r - I - T - - I T - -F7 I- TT -1 ' 20 OCC./2 EXITS = 10 x 0.20 = 2" - - - II .'y II II I II II 2ND FLR (S-1) 30,400 S.F./500 GROSS = 61 OCC. - - - - - -1 1- ± - k - ± - ± - ± - ± } - + -I 1- - ± - ± - ± - ± - + - ± - ± -1 H-L-± -1 REQUIRED WIDTH AT THIS DOOR, 36" I I 21 ' - - 3RD FLR (S-1) 3t747 S.F./500 GROSS = 63 OCC. ter° �� " rr- C- O O L t L -� , r - - - TOTAL OCCUPANT LOAD: 219 OCC. 0 °E'v°- LJ- - � I I i � � - � J ' I- - - - - - _ - � - � _I I PROVIDED. 2 EXITS REQ. 2 PROVIDED. -- - - � II I �'o II I II H � E ° cr, • I 44" MIN. WIDTH AT STAIR AND o ti N N. v ��- �,�- FEC _ _ I__ _E - T - __ __r_ __ __I__ - T - � � - T - T - T - T - - - T - -T � LANDINGS PROVIDED. II �" - 0 0, T ` 0La°b'EZ �' a''A - f + - - I I I + - - -+ - -f- - -+ f I I - - - II 1 H I I II II = � E dv. v Lam - - -1- - - -L_ - -L_ - _ � I J I � I I I I _ _ _ _ o T oN - - - - - �- - -a J - EGRESS LEGEND N � 3 a� `� °° a �c � o Q mcg, a b 0c a; °oo�ma I1 c' Q a a . a a I C C.' y 5 a ._ Or �� FEC - 0 E a m a E c.9 c.? ; �o-o" FE v 0 W , o -6 � a �� N� N2 rn o. m E _ m v o E > u 1- T � ase - - • - � - � - I J I I I I � � - � � I - - - 1-1 �� � � �1 II Ez.?.o co - - - - - I� I I I I I - - - �° P ctiocc "- ul- c) u -{ �� I I ���, I -I _I - - 11 - �Q � - - - EGRESS PATH & TRAVEL DISTANCE ALONG INDICATED I- a C 4 u W o L N I 1 � 7 -� - .9*- � - , I I I I I I I - - - II 4,5.--1 II II I II II PATH o 0Y .` EooU'_. 0 .po 1 .z 2 O I I 1 I I 1 - - I I ;. / - - - - - FEC FIRE EXTINGUISHER CABINET LOCATIONS. SEE DETAILS o N ° o o a a o o _ _ _ I I I F- � 1 I ! I I I I - 1 I IF I I I L -l- - _L - _L_ ._ __L_ _ IP �L J I I, _" � _ � - - - _ _ __ J I ---r- - - - `N I- I II II II II -.„ . . .„ . . c.,,-„,. . . 0 , , ,,,yNU 3/A9.30 & 5/A9.30 " ° E w ° - - -- - - - - FEC �'Y - �4J '• - . , n . + - - T - - T - -r �7G��J I� - - � � I - - - - 1 �-T�- y ..�,- + ; - - � - - - -- RESTROOM CALCULATIONS • Q�Q zE'2 � Q > aa�aa i I I ! I I I I I � I I _ L J- J- _ I - - --- --co - I I I I H 1 I + - +- - + - + -- 44 h_ f f -1 I I 4� .A L - I I -fp 1 1 - \ . I, I IRill r_ pR �rXR �TgLa OSSC FlHAPTE2gAE2902.1 REQUIREMENTS: CW Co� ' o 0 I L - � - - -�- - � I J ._ o _y _1 � - - + L - - J - - 4, II II I II - / F - -[- - -1 [- -r T T T T T T T T T T T T T T 7 17 - Oho 1 AllI I 1 1 PER ABOVE 219 TOTAL BUILDING OCCUPANTS / 2 = 110 PER GENDER C3 H j o II I I h + + + + + + + + + + + + - I - HF E - - F E C =1 - I REQUIRED PROVIDED N p L _L J- J_ _I I J J J_ J L J_ J_ I- - - J I I r _ .l-. _ _ . = MALE WATER CLOSETS: 2 2 = m -,1- a, c C 87 - .�,, MALELAVATORIES: 2 2 o m 1 I - - T - T - T - - T- - T - _? - T - - I I I FEMALE WATER CLOSETS: 2 2 x -d - - - I I I I PRODDED I I I I II I I I I FEMALE LAVATORIES: 2 2 W' U o o E I I I 171'5 EXIT SEPARAT10N I i - - I I °' 1 I 1 I I 1 I I �I I I DRINKING FOUNTAINS: 1 2CO@ 1 p co O *-11- - + - I I 1 Iail co -I + � L I - J L - _I TOTAL EXITING AT THIS DOOR = I I I ) 20 OCC./2 EXITS = 10 x 0.20 = 2" TOTAL OCC. SERVED = 63/2 = 32 x -I I- - + REQUIRED WIDTH AT THIS DOOR, 36" - - 0.2 = 6.4" REQ. EXIT DOOR WIDTH; PROVIDED. 2 EXITS REQ. 2 PROVIDED. I 36" PROVIDED. I I / 44" MIN. WIDTH AT STAIR AND 1 - - -I V LANDINGS PROVIDED. ■ci S OrQUeS . SELF STORAGETOTAL EXITING AT THIS DOOR = REFER TO ELECTRICAL PLANS FOR TOTAL OCC. SERVED = 63/2 = 32 EXIT SIGN LOCATIONS AND W • x 0.2 = 6.4" REQ. EXIT DOOR SPECIFICATION 0 WIDTH; 36" PROVIDED. < 0 D THIRD FLOOR A BASEMENT L.L Q a 0 0 OLL I 1 I 1 1 1 I I 1 I I I 1 1 I I 1 Vj I H F- I I I I I I I �`' I ! 1 I I I I I W I I I ! I I +++ - H L � � � � � - I � - I 1 I I ! I I I I VJ - - - - tn FE - - --- - - FE - - - / I J ..., LT � � � � � � -T -1 � I � � � � � � I I I I I I I I I I I.J. < _ _ __ _ - "-1 1 1 I I I I I I I- H I I I I I I I I _ _ _ _{ L I - _L_ __ _i__ - _J L + _ _J_ _L _ I I 1 J // 11 ` I I I I I I- - I I I 1 I I I I I I I I I I I I I I I - - W I I © I ! J o / _ I I I ! I I I I I I - 11 I I L L_ _ � _ _L _ _L- - J_ J _ _L_ } I I I I I I I I I I I I I f I � � % /, I Q - - - - - -I 1-- + - -- I - _+ - - + ' 1- I - + - + - - - - + -I 1- -- . ...._. -� 1 I - -� - T - - ,- - I - �, = N I I I I I I I I k 1- - I I I I I I 1- -1 1 IFE - J - I I I �, J I W J H L I I _ 1 _ - - _ _ � __ J L _ :--- - � + - _L - _L - � - _LJ - - - - - - - 1 I I I 1.0' I I I I - . 1- - - I rn FE - - - - FE - - - - - � 1 I - I I - I - I ���QP I 1 - - 1 - - SFE W to - - H�� I I i I I��° I 1 I I - - - 1. ISI I I I I '4,(c, I I I - u_ Q w l - - � - I - - - QPM I 1 f - r- I - -_ H +A ! , 4 _ � o I � � I I I � I I I I I I -, AI I I �ti I I I 0 5 - - I I I1 - 1 �� I I I k I - � 1 1 TOTAL EXITING AT THIS DOOR TO LTJ - � - � - � LJ- - _� - - J - - � _ __ J LEVELS OF INSULATION + 1 I I _ FE _ _ W I 1 L I - I - I _J___ _L_ �,. 1 _L _ I _ _ � � J- - � J L_ - � J- THE OUTSIDE = TOTAL OCC. - 7 - T - T - ->- - 7 rT.� T - -I 7 T -1 I r� o �7 SERVED = 53/2 = 27 ��`' I I I I J BUILDING ENVELOPE REQUIREMENTS: VJ Z - - 1- -h - -1I - T - T - �'� T T - 1 7 x 0.2 = 5.4" REQ. EXIT DOOR I I I I I I 1 I I FREEZE PROTECTION ONLY: STAIRWELLS (LEVELS 1-3) & RISER ROOM vJ I I I I ,,ti1 I I I 1 I WIDTH; 36" PROVIDED. 13s\I b - II SEMI-HEATED: LEVEL 1 STORAGE AREAS, LEVELS 2-3 AND - I 1 I �° I I I I I ! _- II £ __ I - 1 - i -- I - - 1 ELEVATOR (LEVELS 1-3) `L I XRT I- + + + I + REVISIONS - 1- -k - I I I I I I I I I %' I 11 I I so, IJ - : FULLY HEATED: LEVEL 1 LEASING OFFICEAND BREAK ROOM I I I - + - f I - - - I - + - + - - I - � ®.::.._:.:.. ��j/ I F 1 I RAn�p I I I I I 1 NO. DATE BY _ _ _ - l I I I _ 1 I I 1 y /' - - - I I I I Ra�oF - --1EQQER-13 BATTS BETWEEN PURLINS + R-13 n 12-28-16 PER ARCH. 1- T H H I I HJ 1 '_ "11.• � Wi/MP MEM-- o i 111 � I I I I I I I - 1 1 1 I I I I F�� � ` - -� - -L - 4 L - - - - - -- J - - -_ J BLANKET CONTIN. ABOVE w/ ROOF CLIPS (1.375" L\ 12-30-16 CITY COMMENTS r ;, ,a mi mot mi m mei En gm .,i GAP) AND R-3.5 THERMAL BLOCKS - - - - - H I- + - - LJ.-- - -- � - -1- ' I J ' ' _ �" - ' _ - 6F-187.5' - ,.. .FE•■ = * � ' ' ;;� 7T - T - T r � - T - - T - 154.5' - � 7 3 02-19-17 VE REVISIONS I I I I - -_ - 4 T - -r - 1 - - - T - � - T I I I I I 1 F -1 - R-5.6 (1.0") A +<' _ I I I © I I I I I LEASING OFFICE EXT. WALLS: R 13 (MIN.) BATTS + RIGID POLYISO " I - �- - - I I I 'FE I I STORAGE AREA FRAMED WALLS: R-13 (MIN.) BATTS + R-5.6 RIGID POLYISO (1.0") A 1 1 I 1 " EIT SEPARATION PROVIDED 1 F %/i� F E I I 1 I 1 I 1 I I I 171 ^7 LI 1 I i / I I I I I 11-111511P STORAGE CMU/CONC. WALLS: R-8.6 (R-7.5 MIN.) RIGID POLYISO (1.5") _ T - ii rL - ' 1 - STAIRWELL WALLS: NON-INSULATED, FREEZE PROTECTION ONLY ISSUE DATES -_. Y /� 111111111W _ 4Im ' 11111/11 TOTAL EXITING AT THIS DOOR TO THE -- FEC - - -- -- -- LAND USF APPROVAL:2016-04-29 \, 111111111 E I I .11111 - - / J / OUTSIDE = TOTAL OCC. SERVED = 53/2 SLABS ON GRADE: NO INSULATION REQUIRED PERMIT SUBMITTAL: 2016-08-30 + I = 27 x 0.2 = 5.4 REQ. EXIT DOOR L -} L € TOTAL EXITING AT THIS DOOR = QM. - - T-" --- ! WIDTH; 36" PROVIDED. " PERMIT RECEIVED: TOTAL OCC. SERVED = 61 2 = 31 x / I LEVEL 2 FLOOR SLAB: R-30 CONTIINUOUS RIGID INSULATION (6 OF R-5 I / - - POLYSIO) - REFER TO SECTIONS AND DETAILS - BID DOCS: 1 0.2 = 6.2" REQ. EXIT DOOR WIDTH; BELOW CONCRETE DECK OVER OPEN PARKING I 36" PROVIDED. =TOTAL EXITING AT THIS DOOR TO THE AREAS AND CANTILEVERS ONLY. CONSTR. DOCS: OUTSIDE = TOTAL (B) OCC. " R x 0.2 / OPAQUE 3.6" REQ. EXIT WIDTH; 72" PROVIDED. 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 TOPLOT©ATE: za1�-02 19 20 OCC./2 EXITS = 10 x 0.20 = 2" REQUIRED THE OUTSIDE = TOTAL OCC. SERVED 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, 36PROVIDED. 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 PLANS C. CANNOTE EXCEED 45 DEGREESS, THE MAXIMUM AND THE HEATING APEACITYRE SHALLPOINT CODE SSUMMARY • NOT EXCEED +, 10 btu/h PER SQUARE FOOT. 4\ 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 (S. D 111e4 & VVVVG STAN DARDS OCCUPANCY TYPE(S): S-1 (STORAGE) ,tib PRIOR TO SITE WORK: B (ACCESSORY OFFICE) ed (711M 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 WITHIN ONE WEEK OF THE SITE INSPECTION. Redmond, WA SPRINKLERED?: YES ,e"\ 4894 0 EXTERIOR STORAGE ROLL-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 -12i, )� 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 0 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 ANAL 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. - y a „5,,i6,....,., . . . ., .,,, v a- == 0 OCCUPANCY: S-1 (STORAGE) >,,,--- . d N E O T O ul C• y p ° U {f1 -° ,,, 2 N - 6 Q1 O E w 7 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): v �.. � �, T.� �, 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 g T . ` °r°°o.E " a E HALLWAY AND CORRIDORS PLANNER WITHIN ONE WEEK OF THE SITE INSPECTION. Aa = At + (At x If) + (At x Is) o a' T;? oY " aL o S � 2 ° MINIMUM HEIGHT: 8' 4" (HEIGHT OF 8' 8" AND TALLER WILL BE INCORPORATED ON AN AS-NEEDED BASIS). At = 17,500 Q . ,,,,c-° a.3 m o m c c - a> ° 6 a , o rn a 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 v C 0 4)_- .s o PEDESTRIAN OR VEHICULAR TRAFFIC. If = NOT USED o E ,- ,0 . E.s° -' E " B. SECURITY FEATURE(S): Is = 2.0 n b = a L ° v a E _o „ o a, o.. m a'_- ��.• c 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 o o o 0 0 3-.0. %_. 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 1-- a� a m Zo '2.01 > -`7- 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 ,- .5 N ° a 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 p N o v ° ° 2. JANUS MODEL 650 (MODEL 650 IS STANDARD FOR ALL OPENINGS LESS THAN OR EQUAL TO 10' WIDE) IMPROVEMENT (PA) PERMIT PLANS SHALL CONFORM TO CITY OF TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS, WHICH ARE AVAILABLE AT CITY HALL AND THE CITY'S WEB Aa = 52,500 S.F. PER FLOOR ALLOWABLE AT TYPE II-B t ,,,_,2 , °a F ° r E ° o N- A. STANDARD INTERIOR ROLL-UP DOOR I COLOR: GLOSS WHITE PAGE (WWW.TIGARD-OR.GOV). FF_BE RESISTANCE RATING REQUIREMENTS (PER TABLE 601) '2' _. " " °" ``s-o °' `°" N o c C a a L a B. SWING DOORS (WHEN INCORPORATED) WILL BE CORRUGATED I COLOR: GLOSS WHITE o - � N ° -2 ,, " a 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 - -.. .z0 , 0 „,..= 0 , 0-0 a E a. 0 C. ROLL-UP DOOR FRAMES (PIERS): FLUSH MATERIAL COLOR: GLOSS WHITE DESIGNATED AS THE PERMITTEE", AND WHO WILL PROVIDE THE FINANCIAL ASSURANCE FOR THE PUBLIC IMPROVEMENTS. FOR EXAMPLE, SPECIFY IF THE ENTITY IS A D. ROLL-UP DOOR FRAMES (PIERS): 8" / 16" FRAMES (3'8'J8'8" WIDE DOORS) EXTERIOR AND INTERIOR BEARING WALLS NO RATING REQ'D CORPORATION, LIMITED PARTNERSHIP, LLC, ETC. ALSO SPECIFY THE STATE WITHIN WHICH THE ENTITY IS INCORPORATED AND PROVIDE THE NAME OF THE CORPORATE CONTACT E. HEADER PANELS WILL BE CORRUGATED MATERIAL I 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 o F. HALLWAY PANELS WILL BE CORRUGATED MATERIAL I COLOR: GLOSS WHITE C W N o m o ,'I. 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 „LP 00-) 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 cI ti H c i o DOSS . .s MODIFIED OR EQUIPMENT WILL BE PERMITTED TO PARK ON THE ADJOINING RESIDENTIAL PUBLIC STREETS. CONSTRUCTION VEHICLES INCLUDE THE VEHICLES OF ANY CONTRACTOR OR SUBCONTRACTOR INVOLVED IN THE CONSTRUCTION OF SITE IMPROVEMENTS OR BUILDINGS PROPOSED BY THIS APPLICATION, AND SHALL INCLUDE THE VEHICLES OF ALL W NM= (at,' t 2 INTERIOR DISPLAY SECTIONS SUPPLIERS AND EMPLOYEES ASSOCIATED WITH THE PROJECT. MAX. NO. OF STORIES ABOVE -E x 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 000T STANDARDS, AS FOLLOWS: GRADE PLANE PER TABLE 503: 3 w/ SPRINKLER INCR. _ o - RIGHT-OF-WAY DEDICATION OF 52 FEET FROM CENTERLINE 1. STANDARD INTERIOR DISPLAY ROLL-UP DOOR I COLOR: PATRIOT RED 75' w/ SPRINKLER INCR. U c O 2 - CONCRETE CURB OR CURB AND GUTTER AS NEEDED E a 2. HEADER PANELS WILL BE FLUSH MATERIAL I COLOR: GLOSS WHITE CD P4 y -v UP - STORM DRAINAGE PROPOSED BUILDING HEIGHT: 3 STORIES TYPE o/ BSMNT Q Q a' o 3, ROLL-UP DOOR FRAMES (PIERS): FLUSH MATERIAL I COLOR: GLOSS WHITE - TEN-FOOT SIDEWALK WITH AT LEAST A 5-FOOT PLANTER STRIP f 48' ABOVE FINISHED GRADE co 4. ROLL-UP DOOR FRAMES (PIERS): 8" / 16" FRAMES (3'8"/8'8" WIDE DOORS) - STREET TREES, LIGHTING, STRIPING, SIGNS CI In In z - UNDERGROUNDING OF OVERHEAD UTILITIES CORNERS & GUARDS -- ANYFFIC CONTROL DEVICES OTHER WORK REQUIRED BY SOOT STAIRWELL AND ELEVATOR SHAFTS: °p a 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 ASSEMBLIES 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. 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 IN `s StorQuest. THE ODOT RESPONSE DATED MARCH 25, 2016. DOOR SCHEDULE. ��' SELF STORAGE F. GOLD CHATEAU CYLINDER LATCH 13. SW MCKENZIE STREET SHALL BE DESIGNED AND CONSTRUCTED TO LOCAL STREET STANDARDS AS FOLLOWS: G. CONCRETE HALLWAYS: EXPOSED CONCRETE STORAGE HALLWAYS RECEIVE (1) COAT OF FLOOR SEALER (ASHFORD OR - RIGHT-OF-WAY DEDICATION OF 25 FEET FROM CENTERLINE BUILDING PROPOSED AREAS: 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 0 - STORM DRAINAGE FLOOR AREA (SQ. FT.} 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 < r , SIMILAR PRODUCT). - STREET TREES, LIGHTING, STRIPING, SIGNS 1ST FLOOR OFFICE (B) 1,834 : I. 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 O K. WALL KICK PLATES: 12" GALVALUME KICK PLATES INSTALLED BY JANUS AT ELEVATOR LOBBIES FORMS. INSTRUCTIONS ARE AVAILABLE FROM THE ENGINEERING DIVISION. 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-l) 30,400 I 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 (/) LEASING OFFICE. BREAKROOM. AND MERCHANDISE DISPLAYS EXISTING, PROPOSED AND FUTURE LINES SHALL BE ADDRESSED. 0 TOTAL GROSS FLOOR AREA 102.462 SQ. FT. 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 LI. a 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 1. INCORPORATE 12"X12" TILE AT MAIN STOREFRONT ENTRIES. TO CITY OF TIGARD WITH THE PA PLANS. TOTAL BUILDING AREA (FOR FIRE FLOW) 103,962 SQ. FT. J 2. INCORPORATE 24"X24" PATTERN CARPET TILE AT CUSTOMER TRANSACTION COUNTERS, LOUNGE SEATING, AND BEHIND 0W MANAGEMENT WORK STATIONS. 17. PRIOR TO COMMENCING SITE IMPROVEMENTS, A FINAL GRADING PLAN SHALL BE SUBMITTED SHOWING THE EXISTING AND PROPOSED CONTOURS. rn 3. INCORPORATE 24"X24" PATTERN CARPET TILE AT DISTRICT MANAGER'S OFFICE (WHEN INCLUDED IN DESIGN). V J 0 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 PFI 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. Im (/) 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 CO I Q THE FEDERAL CLEAN WATER ACT. ch SPECIFIC TILE, CARPET, AND VINYL FLOORING SPECS CALLED OUT ON ARCHITECTURAL DRAWINGS (SEE FINISH SCHEDULE). in I I SPEC MODIFICATIONS MAY BE PRESENTED BY OWNER AND/OR CONTRACTOR IF CURRENT SPECS ARE DISCONTINUED BY SUPPLIERS. W J U N ALL SPEC SUBMITTALS SUBJECT TO OWNER APPROVAL BEFORE FINALIZING ORDERS. 20. PRIOR TO COMMENCING SITE IMPROVEMENTS, ANY EXTENSION OF PUBIJC WATER LINES SHALL BE SHOWN ON THE PROPOSED PUBLIC FACILITY IMPROVEMENT (PFI) PERMIT D = 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 WU_ 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 PR PERMIT. 0 (/) u- 0 O. DROP CEILING STANDARD: ARMSTRONG, 'DUNE, TEGULAR, FINE TEXTURE", WITH 2X2 GRID. 21. PRIOR TO COMMENCING SITE IMPROVEMENTS, THE APPLICANT WILL BE REQUIRED TO PROVIDE WRITTEN APPROVAL FROM TUALAIIN VALLEY FIRE & RESCUE FOR FIRE FLOW, Et < W CC RESTROOMS: HYDRANT PLACEMENT AND ACCESS PRIOR TO ISSUANCE OF THE CITY OF TIGARD'S SITE PERMIT. > O 22. APPLY FOR ODOT FACILITY PERMIT FOR STREET IMPROVEMENTS AND STORM DRAINAGE AS DESCRIBED IN ODOT RESPONSE DATED MARCH 25, 2016. O CC P. REFER TO ARCHITECTURAL PLANS - FINISH SCHEDULE DETAILS. FIRE DEPARTMENT & FIRE 1- W 0 0. LIGHTING / ELECTRICAL STANDARDS: PROTECTION NOTES CO Z F- 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: FOR INCREASED ILLUMINATION. WIRED TO MOTION DETECTORS. 2. TEMPORARY ADDRESSING REQUIRED DURING CONSTRUCTION SHALL BE VISIBLE FROM THE STREET. T. OCC. SENSORS: MOTION DETECTORS WILL 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 � OFFICE LAYOUT FOR MAXIMUM ENERGY EFFICIENCY. ALL MOTION DETECTORS WILL BE SET TO APPROVED PLAN. 3. FIRE SPRINKLER: THE STRUCTURE SHALL HAVE AN NFPA 13 FIRE SPRINKLER /4\ 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. l6\ U. POWER OUTLETS: MAINTENANCE POWER OUTLETS ARE TO BE INSTALLED APPROXIMATELY 1O0 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 AN ELECTRONIC FILE WITH POINTS FOR EACH STRUCTURE (MANHOLES, CATCH BASINS, WATER VALVES, HYDRANTS AND OTHER WATER SYSTEM FEATURES) IN THE DEVELOPMENT, PERMIT SUBMITTAL: 2016-08-30 V. HVAC STANDARDS: 4. KNOX BOX/KNOX KNOX SWITCH:A KNOX BOX/KNOX KNOX SWITCH SHALL BE INSTALLED IN AN 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"; "MN"; "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 "WVO3", "WV", "7456956.654", "6298723.587", "214A5 TWO (2) PORTABLE 2:A 10:BC (5 POUND) OR LARGER FIRE EXTINGUISHERS AT 24"x38"SCALE: NONE RANGE FROM 60 - 85 DEGREES FAHRENHEIT. THIS RANGE IS BASED ON COLD WINTER MONTHS TO HOT SUMMER 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 TO A 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 ■ 2 1 CONSTRUCTION SHALL BE APPROVED. iciZC DELIVERY NO. 1278522 1732 NW Johnson St. -'-- - Portland, OR 97209 DATE 04/04/17 503-227-3424 Wo# P1278522 DELIVERY TICKET Contact# 24275 • o a ATTN: Robert Pean - Campbell o Will Call co Will Call ce 1732 NW Johnson Street Portland, OR 97209 111111111111111111111111111111111111111111 JOB DUE: 04/06/17 at 09:00 CONTACT PHONE PURCHASE ORDER# SALES REP Robert Pean/CAMPBELL DEVELOPMEN (623) 434-8500 Ilene Goudie- ISR JOBit j JOB NAME BILLER LOC 611-16 Storquest Tigard Katie Stanley 040 ra.: i.i irri:..:a:.:+ �nn � . .. r }:-:. ac•.i:::.r.;.} a : M• .0!:ii{ ::;:.,:�rtN•,�`-..•.:0vG:::mr,v4••mi.:v.:;:..,.,.:. T rRrr. :•.:S.:..u: u r.m.v ....K•^ • rt4ow� ,r 00MrNS "G 'F :W4GOr�N: : :r : ; 44Gn, s ..: :.:�tiM: n rv.:. ::miarg F .� $fiS ` £ LDD: (2) Sets, 70 Sheets, Full Size @ 24x36, B&W, Edge Bind SDC: (2) Sets each, 12 Sheets, 8.5x11, Single sided, Loose __ I • :..4 ::,t'4iv}: }xG'4.` A :c:aL: fief :fit" :..G.f. :.}n . ;-0 •.04,2 O; :tiiG:G .G. 4' Y. • SUB TOTAL DISCOUNT SALES TAX I TOTAL I DEPOSIT BALANCE DUE TERMS: /1 ixv JOB TICKET# 1278522 1732 NW Johnson St. Portland, OR 97209 503-227-3424 t ost) • WORK ORDER# P1278522 Contact# 24275 o Cust# 25399 o ATTN:Robert Pean- Campbell I— CAMPBELL DEVELOPMENT a Will Call 0 0 23026 N 16TH AVE, STE #3101 N 1732 NW Johnson Street `n PHOENIX, AZ 85027 Portland, OR 97209 JOB DUE: 04/06/17 at 09:OOAM Will Call CONTACT PHONE PURCHASE ORDER# SALES REP Robert Pean/CAMPBELL DEVELOPMENT' (623) 434-8500 Ilene Goudie- ISR JOB# j JOB NAME BILLER LOG • 1- 61 16 Storquest Tigard Katie Stanley040 4 9 ,:r.}}:[{: iG:i•:C{:Y•i;G�::}:'-:.}:•:�::;:;:u::•'v}'•;:^•::i:•':;:}}:ri:.}•.4 :.}}+}:}:-:•}:'i v'•:.'-•.4;•i}}}.}: . . :G••G:y4'i�..}::};..}�.•v:.+,.:}}}:�..}:.}::s i}}+}}Y:}::•.}:'.} .•:3� •:i:'•:G} J •r ::r i}.:r,.,F(..,9..,..t, ��:r0.•G.G.:::G.>..:r,.}v:.{.i.,.,G.,G:. ..G,..Gf.GS.. •.,..:4iG.:.}..{::r.Y.{:..v..G.::.. w.G:•r.:•7{::.. 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SDC z �; W II pp 4 R .iii Ii1(1%m.s..,•/// 1 W .2 ; L ,,c7,: .:::.:.::::. ilr. .:*K4‘...--%‘. • w + . �3 !� q { ..1.1:k Big S 16 „--. „••• —..... — _,_ ,.....,..i - S - �qs if I Portland Planwell Department 1 VV l�VV From: ishipdocs DropFiles file upload notification <donotreply@ishipdocs.com> On Behalf of <rpean@campbell-development.com> <donotreply@ishipdocs.com> Sent: Monday, April 03, 2017 2:30 PM To: Portland Planwell Department Subject: ishipdocs - Files uploaded in DropFiles Importance: High et S'.cre.Share.Send.Pnrt aryd,ne•e. Hello Portland PlanWell, Robert Pean (rpean@``campbell-development.com) has placed files in your DropFiles. 60 iC)4 Drop folder name: 611-16 O_ Please click here to access the files. l Details are as follows: File(s) purpose For a b&w print order (b • Company Campbell Devellopment i T) Name Robert Pean Email rpean@campbell-development.com Phone 503-207-3552 Description StorQuest Tigard Bill to: 23026 N 16th LN, Ste 101 Phoenix, AZ 85027 Due: 4/6/17 2 sets of each. Will pick up. If you have any questions ori sue with ishipdocs,please ca1I ishipdoes support at 1 855-4614-7447(1 855 Go iship)or send an email to supportizishipdocs.com. 1 Customer: Order#: Date: Code# #Orig #Copies Size Notes/Description 1 3 4 /600 b 5 6 j V Io I ,\(/ 7 8 /to 2-3 ' g- 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Order Notes: Set Up Fees Small Doc B&W 6121.01 Each Digital File RIP 1900.803 Each Digital B&W 8.5X11 6122.1 SF Digital File RIP 1900 Each 8.5 x 11 Additional 8515 Order Planwell Access 1914 Each 8.5 x 11 on Color Stock 1933.880 Each QC&Set-up spec originals 1900.805 Each Digital B&W 11X17 8503 Each QC&Set-up spec run set for file 1902 Each 11 x 17 Additional 2215 Order Large Format Color Set Up Fee 1916 Each 11 x 17 on Color Stock 2537.01 Order Small Format Color Set Up Fee 1901 Each 8.5 x 14 1900.804 Each Digital B&W 12x18 Large Doc B&W 1900.817 Each 12x18 1600 SF Full Size Prints 1900.01 Each Print on Clean-room paper 1601 SF Full Size Prints Additional 1920 Each Print on NCR Paper 1606 SF Half Size Prints 1906 Each 8.5x11 recycled paper 1607 SF Half Size Prints Additional 1908 Each 11x17 recycled paper 1900.02 Each 28#Laser Paper 1610 SF Regular Vellum 1914.01 Each Colored Paper 1612 SF 4 mil Mylar 1914.818 Each Color Slip Sheets 1612.815 SF White Mylar 1917.847 Each 20#Color Divider 1612.816 SF 4 mil Clear Film 1917.01 Each Heavyweight Stock 1632 SF Recycled paper-ADD ON 1917.849 Each Heavyweight Divider 1605.812 SF Color Tint paper-ADD ON 1917 Each Cover Stock-Standard Weight and Colors 1919 Each Cover Stock- 11x17"/Specialty Covers 2200.04 SF Color copy of red line markup 1926.879 Each Vinyl Covers 2200.03 SF Color copy of cad line drawing 1925 Each 8.5x11 Acetate Cover 2200.02 SF Color copy of area fill drawing 1925.01 Each 11 x17 Acetate Cover 2200.06 SF Color digital print of red line markup 1931 Each Tab Divider-all standard types 2200.07 SF Color digital print of cad line drawing 1963.01 Each Recycled Notebooks 2200.08 SF Color digital print of area fill drawing 1956.834 Each Glue Padding 2204.01 SF Color digital print on 32# Small Doc Color Document Control 2500 Each 8.5x11 Color 1635.1 LOT From Planwell Lot Charge 2501 Each 11x17 Color 8501.1 SF Save to PlanWell Digital Set 2502 Each 12x18 Color 8501 Each Save to PlanWell Digital Set 2531 Each B&W in Color Dept 8.5x11 Single Sided 8505 SF Add sheet description in PDMS 2532 Each B&W in Color Dept 11x17 Single Sided 8522 Each Enhanced Planwell Description 2537.03 Each B&W in Color Dept 12x18 Single Sided 6151.861 Each Post Spec to PW by Division or Section 2503.01 Each Heavy weight stock-Up to 60# 6131.871 Each Email Notification/Broadcast 2503.02 Each Cover weight stock-Over 60# 9400.862 File PlanWell Instant Download 2506 Each Transparency 8513 Each Electronic print of Spec's 2512 LOT Specialty Paper 8513.1 SF Electronic print of Drawings 2533 Each Recycled CLC Stock-8.5x11" 6153 MB Upload files to FTP/Email 2534 Each Recycled CLC Stock- 11x17" 6157 Each Private FTP site:setup 6158 Each Private FTP subfolder;setup/email link Binding 1621.02 SF Folding 9303.852 Each Rename file 1627.874 Order Reverse-out of original 9401.860 Each Create PDF 1624.02 Each Dis&Re-assemble original set 9402 Each Bookmark.PDF file 1624.01 Each Stapling 6120.01 Each .DWG File Processing 1625 Each Edge Binding 6166.01 Each Vector Convert to Autocad 1625.02 Each Edge Bind Strips-loose 9200 Each CD Configuration&Burn 1627 Each Screw Post Binding 9200.01 Each Additional CD's 1627.03 Each 3-Hole Drill Only 9201 Each DVD Configuration&Burn 9201.01 Each Additional DVD's 1936.826 Each Collating/Inserting-sheet or section 9200.853 Each Flash Drive Configuration and Loading 1943 Each SOC folding 9200.854 Each Load to Customer CD/Flash Drive 1957.01 Each Scoring 9200.03 Each Project archive to portable media 1936 Sheet 3 Hole Drill 1944 Each Stapling--SDC Hand Scanning 1945 Each Stapling--SDC Machine 9301.1 SF LG. Format B&W Scan- 12x18+ 1954 Each Saddle Stitching 9301 Each LG.Format B&W Scan- 12x18+ 1950.01 Sheet COMB Binding 9308.01 Each Small Format Scan-up to 11x17 1951.01 Sheet Plastic COIL bind 2200.01 SF Color scan of red line mark up 1952.01 Sheet WIRE-O Binding 2205.802 SF Color scan of cad line drawing 1953.01 Sheet SCREW Post Binding 2222 SF Color scan of area fill drawing 1958-02 Each 3 Ring Binder- 1" 9308.857 Each Color Scanning 8.5x11" 1958.04 Each 3 Ring Binder-2" 9308.858 Each Color Scanning 11x17" 1958.05 Each 3 Ring Binder-3" 1958.06 Each 3 Ring Binder-4" Miscellaneous Services 1631 LOT Miscellaneous Large Doc Services Delivery 1963 LOT Miscellaneous Small Doc Services 5201 Each Delivery-Customers Address 2537.02 LOT Miscellaneous Small Format Color Services 5201.Z8 Each Delivery-Jobsite 6166.01 LOT Miscellaneous Digital Services 52012 Each Delivery-Other 5503 Each Shipping Prep Labor Fees 5500 Each Shipping- UPS 1623 10 min Special Handling-Manual 1921 10 min Special Handling-per 10 min iShipdocs 2218 10 min Trimming Time 8603 LOT ishipdocs Next Day Service 2218.01 10 min Graphic Design Time 8604 LOT ishipdocs Same Day Service 2538 10 min Graphic Design Time-Small Format 8602 LOT Ishipdocs International Service 2537.99 10 min File preparation and manipulation 2539 10 min Special handling-color 6135.01 Order Size-Scale Change 6135.02 Each Small Format Reduction and Enlargement 8522 10 min Proiect Set Up/Update/Table Time 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): 'S DA 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 NE RAMP AND WHEELCHAIR ACCESSIBLE COMPARTMENTS: WHEELCHAIR ACCESSIBLE COMPARTMENTS SHALL BE 60 INCHES WIDE MIN. MEASURED 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 rte~' COMPLY WITH ICC/ANS! SECTION 405 OR 406. 1:12. CURB RAMPS WITH RETURNED CURBS SHALL BE PERMITTED WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE FLOOR MOUNTED WATER CLOSETS, MEASURED PERPENDICULAR TO THE REAR WALL. 1' 6" edr A d RAMP. AMBULATORY ACCESSIBLE COMPARTMENTS: AMBULATORY ACC I ., / � 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 ORWIDE. WATERCLOSETSLOCATEDAMBULATORY ACCESSIBLE OMPARTMENTSS SHALLHLL HAVEE 6T INCHES DEEP MIN. AND 36 CLEAR 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 Tf . AN HIN MAX. FROM TORYSIDEWALL COPARTTIO NTT WATERCLOSET THE CENTERLINEHALLBENF THE WATER SIGN ON PULL Redmond, WA CLOSET 17 INCHES MIN. AND 19 INCHES . FROM THE WALL OR PARTITION. THE SHALL BE CENTERED IN THE •� 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 I �� 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 OL BOTH SIDES OF 9" QF Q y' OR GROUND SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR OR GROUND SPACE. EXCLUDING ANY FLARED SIDES. THE COMPARTMENT. �` TYP ' 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 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 SHALL BE HINGED 4 INCHES MAX. FROM THE ADJACENT WALL OPARTITIONANY FARTHEST FROM THE WATER CLOSET.OBSTRUC110L SHALL BE 42 INCHES MIN. THE DOOR AND THE CLEARANCE BETWEEN THE DOOR SIDE OF THE COMPARTMENTANY 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 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 SHALLTHE DOOR SHALL J ~ a 6 ' v a.2`)` Z' 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 BE SELF-CLOSING. A DOOR PULL SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH. COMPARTMENT ARRANGEMENTS a T� spam -0EoNo.c+ c „, , 00cr' SHALL BE PERMITTED FOR LEFT-HAND OR RIGHT-HAND APPROACH TO THE WATER CLOSET. ADA COMPLIANT SIGN PER PLAN, Q 2 a ° °o-cZ.� 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. TOE CLEARANCE: IN WHEELCHAIR ACCESSIBLE COMPARTMENTS, THE FRONT PARTITION AND AT LEAST ONE SIDE PARTITION SHALL SCHEDULE & DETAIL o v 2 a,2 o a o E Q-.A 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 PROVIDE A TOE CLEARANCE OF 9 INCHES MIN. ABOVE THE FLOOR AND EXTENDING 6 INCHES DEEP BEYOND THE COMPARTMENT-SIDE °E: ' 5 _ N E c ° �y ° EXCEEDS 24 INCHES. PARALLEL APPROACH - THE WIDTH OF AN ALCOVE SHALL BE 60 INCHES MIN. WHERE THE DEPTH EXCEEDS 15 SIDES, ANDA 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 E NOT N .s .- Ti:, :.; n~ ` ° ° o �INCHES. CROSSING. REQUIRED IN A COMPARTMENT GREATER THAN 62 INCHES DEEP WIN A WALL-HUNG WATER CLOSET OR 65 INCHES DEEP WITH A B.O. HIGHEST c° o °' oa a o FLOOR-MOUNTED WATER CLOSET. TOE CLEARANCE AT THE SIDE PARTITION IS NOT REQUIRED IN A COMPARTMENT GREATER THAN 66 ` N ° -' =-% KNEE AND TOE CLEARANCE (ICC/ANSI SEC. 306): PARKING SPACES (ICC/ANSI SEC. 502): TACTILE TEXT 18- 5I ,'`' ova ° °21 ,n tINCHES WIDE. c ° _ �� ° D *sv , � Toa � a, Q- �, � o � 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 D L o E coc.P3 a. N r ° a 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): c ` a t a1.5 ,,.z ° ,00- 0 '..., 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 p p C. v ° :1_' -5,2 N aN 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 >r 47, w4.,_, ,„J 3' o 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. © Vow.,, o o a°°N o FLOOR OR GROUND. WHERE KNEE CLEARANCE IS REQUIRED BENEATH AN ELEMENT AS PART OFA CLEAR FLOOR OR GROUND SPACE, HEIGHT AND CLEARANCES: THE FRONT OF LAVATORIES AND SINKS SHALL BE 34 INCHES MAX. ABOVE THE FLOOR OR GROUND, .)---- .°4 N °.v).° 6-',, a ; E ,1 '43-'-'7 -, THE FULL LENGTH OF THE PARKING SPACES THEY SERVE AND THEY SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM. ° ° ° ,1 ° N MEASURED TO THE HIGHER OF THE FIXTURE RIM OR COUNTER SURFACE. FAUCETS SHALL COMPLY WITH ICC ANSI SECTION 309. o . 5,...., a° o o r o r 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. HAND-OPERATED, SELF-CLOSING FAUCETS SHALL REMAIN OPEN FOR 10 SECONDS MIN. a. L ° ° 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 8- �L a 2 ° 2.-- o : �" ° LvU " L.', � � �a2 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 o . -w z o v a E 2.2. a E. PROTRUDING OBJECTS (ICC/ANSI SEC. 3071: 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. cA M GROUND SHALL PROTRUDE 4 INCHES MAX. HORIZONTALLY INTO THE CIRCULATION PATH. HANDRAILS SERVING STAIRS AND RAMPS INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH ICC/ANS! SECTION 703.6. SUCH SIGNS SHALL BE 60 INCHES MIN. ABOVE CW cO C o SHALL BE PERMITTED TO PROTRUDE 4-1/2 INCHES MAX. GUARDRAILS OR OTHER BARRIERS SHALL BE PROVIDED WHERE VERTICAL NE FLOOR OR GROUND SURFACE OF THE PARKING SPACE, MEASURED TO THE BOTTOM OF THE SIGN. GRAB BARS (ICC/ANSI SEC. 609): cri 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 WIN A DIAMETER OF 1-1/4 INCH MIN. AND 2 INCHES MAX. c o'no a 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 (113 E-• co o °D .Si?. DIMENSION OF 2 INCHES MAX., AND A PERIMETER DIMENSION OF 4 INCHES MIN. AND 4.8 INCHES MAX. AND WITH EDGES HAVING i 8 LW ' g 4 " o POST-MOUNTED OBJECTS: OBJECTS ON A SINGLE POST OR PYLON SHALL BE PERMITTED TO OVERHANG 12 INCHES MAX. WHERE VEHICLE PULL-UP SPACE: PASSENGER LOADING ZONES SHALL PROVIDE AN ACCESS AISLE ADJACENT AND PARALLEL TO A VEHICLE / W 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. x c - 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 AND o as 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 -a 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 NEM. ABOVE SHALL BE 12 INCHES MIN. ACCESSIBLE SIGNAGE LOCATION 0W U m 0 E 7 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 INA HORIZONTAL POSITION, 33 INCHES MIN. AND 36 INCHES MAX. ABOVE 4 I : ..,c; '° SURFACE SLOPES NOT STEEPER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE VEHICLE PULL-UP SPACE THEY THE FLOOR. J < Q °7 MIN. ABOVE THE FLOOR OR GROUND. EXISTING ELEMENTS SHALL BE PERMITTED AT 54 INCHES MAX. ABOVE THE FLOOR OR GROUND. SERVE. SURFACE HAZARDS: GRAB BARS AND ANY WALL OR OTHER SURFACES ADJACENT TO GRAB BARS SHALL BE FREE OF SHARP OR / SCALE: 1/2" = 1 -0" ICC/ANSI CHAP. 7 co 0 OBSTRUCTED HIGH FORWARD REACH: WHERE A HIGH FORWARD REACH IS OVER AN OBSTRUCTION, CH CLEAR FLOOR OR GROUND VERTICAL CLEARANCE: VERTICAL CLEARANCE OF 114 INCHES MIN. SHALL B£ PROVIDED AT PASSENGER LOADING ZONES AND ALONG SPACE SHALL EXTEND BENEATH THE ELEMENT FOR A DISTANCE NOT LESS THAN THE REQUIRED REACH DEPTH OVER THE ABRASIVE ELEMENTS. EDGES SHALL HAVE A RADIUS OF 1/8 INCH MIN. GRAB BARS SHALL LOT ROTATE WITHIN THEIR FITTINGS. 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 MI Ce) ;, 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 T 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'-0" MAX. WHERE THE REACH DEPTH EXCEEDS 10 INCHES, THE HIGH SIDE REACH SHALL BE 46 INCHES MAX. FORA 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: ACCESSIBLE BUILDING ENTRANCES SHALL BE IDENTIFIED WITH STANDARD SIGNS AND DIRECTIONAL SIGNS i' 10"X 2'-6" INCHES MAX. BEYOND RISERS SHALL HAVE NE UNDERSIDE OF THE LEADING EDGE CURVED OR BEVELED. RISERS SHALL BE PERMITTED TO SLOPE THAT COMPLY WITH ICC/ANSI SECTION 7D3 AND ARE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. THE 1StorQuest. UNDER THE TREAD AT AN ANGLE OF 30 DEGREES MAX. FROM VERTICAL. THE PERMITTED PROJECTION OF NE NOSING SHALL BE INTERNATIONAL SYMBOL OF ACCESSIBILITY IS REQUIRED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE. THE SYMBOL IS TO BE A s E F 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 \ ,N 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. Q 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 - (9 _J OPERATION: OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR HANDRAILS ICCIANSI SEC. 505 : STROKE WIDTH TO HEIGHT RATIO BETWEEN 1:5 AND 1:10. WHEN RAISED OR RECESSED CHARACTERS OR SYMBOLS ARE USED, THEY -.I 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 o �'�'F o 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. /- < 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 are. �a r.t, < 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. •--� 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 `'`!, = I f 0 LL 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): ' ,` �` / NOSINGS, RAMP SURFACES, AND WALKING SURFACES. HANDRAILS SHALL BE AT A CONSISTENT HEIGHT ABOVE STAIR NOSINGS AND CLEAR FLOOR OR GROUND SPACE SHALL BE PROVIDED. THE CLEAR FLOOR OR ����/ /� �, //7� � � 2'-0" MAX. DEPTH CLEAR FLOOR OR GROUND SPACE: A 30" X 48" RAMP SURFACES. FOR MIN. CLEARANCE F- W WALKING SURFACES (ICC/ANSI SEC. 403 : GROUND SPACE SHALL NOT BE RESTRICTED BY BASES, ENCLOSURES, OR FIXED SEATS. WHERE A PARALLEL APPROACH I5 PROVIDED, 2'-8" MIN. rn SLOPE: THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20. NCLEARANCE: CLEAR SPACE BETWEEN HANDRAIL AND WALL SHALL BE 1-1/2 INCHES MIN. E CROSS SLOPE OF A WALKING THE DISTANCE FROM THE EDGE OF THE TELEPHONE ENCLOSURE TO THE FACE OF N .1, E TELEPHONE UNIT SHALL BE 10 INCHES MAX. ,, V J GRIPPING SURFACE: GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT INTERRUPTION BY NEWEL POSTS, OTHER CONSTRUCTION r 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 �; 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 WIN ICC/ANSI 403.5 CLEAR WIDTH AT TURN: WHERE AN FACE OF THE TELEPHONE UNIT SHALL BE 20 INCHES MAX. f'`-` � ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN OBJECT WHICH IS LESS THAN 48 INCHES WIDE, CLEAR WIDTHS SHALL ALLOWED IF NOT MORE THAN 20 PERCENT OF THE HANDRAIL LENGTH IS OBSTRUCTED. SEE SECTION 505.6 FOR ADDITIONAL OPERABLE PARTS: THE HIGHEST OPERABLE PART OF THE TELEPHONE SHALL BE WITHIN THE REACH RANGES SPECIFIED IN SECTION / � r rZT) L Q HORIZONTAL PROJECTION EXCEPTIONS. HANDRAILS, AND ANY WALL OR OTHER SURFACES ADJACENT TO THEM, SHALL BE FREE OF J 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. J `n ANY SHARP OR ABRASIVE ELEMENTS. HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS AND THEY SHALL HAVE A CIRCULAR �'�/ 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. , ! ' I L.I. 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. CORD LENGTH: WHEELCHAIR ACCESSIBLE TELEPHONES SHALL BE EQUIPPED WITH A HANDSET CORD LENGTH OF 29 INCHES MIN. �� j rc v- , W NON-CIRCULAR CROSS SECTIONS: HANDRAILS WIN OTHER SHAPES SHALL BE PERMITTED PROVIDED THEY HAVE A PERIMETER VOLUME-CONTROL TELEPHONES: TELEPHONES WITH VOLUME CONTROL SHALL BE EQUIPPED WITH A RECEIVER VOLUME CONTROL WITH i �/'� OF TWO WALKING SURFACES WHICH PROVIDE A T-SHAPED TURNING SPACE COMPLYING WITH ICC/ANSI SECTION 304. DIMENSION OF 4 INCHES MIN. AND 6-1/4 INCHES MAX. AND PROVIDED THEIR LARGEST CROSS-SECTION DIMENSION IS 2-1/4 INCHES Q ( J O / A RANGE THAT PROVIDES 12 DB OF GAIN MIN. AND 20 DB OF GAIN MAX. AN AUTOMATIC RESET SHALL BE PROVIDED. TELEPHONES IIS �1 j / V r MANUAL DOORS AND DOORWAYS (ICC/ANCI SEC. 404): MAX. SHALL BE HEARING AID COMPATIBLE. 4'-0" I i TOP EXTENSION AT STAIRS: AT THE TOP OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING FOR m: WHERE USED WIN A PAY TELEPHONE, TEXT TELEPHONES SHALL BE PERMANENTLY AFFIXED WITHIN, OR ADJACENT TO, THE 7 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 TO A WALL, GUARD, OR THE TELEPHONE ENCLOSURE. IF AN ACOUSTIC COUPLER IS USED, THE TELEPHONE CORD SHALL BE SUFFICIENTLY LONG TO ALLOW --- I L (I) } SHALL BE MEASURED BETWEEN THE FACE OF DOOR AND STOP, WITH NE DOOR OPEN 90 DEGREES. OPENINGS MORE THAN 24 WALKING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. CONNECTION OF THE TTY AND THE TELEPHONE RECEIVER. WHERE PAY TELEPHONES DESIGNED TO ACCOMMODATE A PORTABLE TTYI Q 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 NE BOTTOM OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND AT THE SLOPE OF THE STAIR ARE PROVIDED, THEY SHALL BE EQUIPPED WITH A SHELF AND AN ELECTRICAL OUTLET WITHIN OR ADJACENT TO THE TELEPHONE 1D 2'-6" I 3' 0" MIN. WIDTH LOWER THAN 34 INCHES ABOVE THE FLOOR OR GROUND. PROJECTIONS INTO THE MIN. CLEAR OPENING WIDTH MORE THAN 34 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 N -/ X E SHELF. THE SHELF f LL co_ INCHES AND UP TO 80 INCHES ABOVE THE FLOOR OR GROUND ARE PERMITTED BUT SHALL NOT EXCEED 4 INCHES. OF A STAIR FLIGHT, A HORIZONTAL EXTENSION OF A HANDRAIL SHALL BE 12 INCHES LONG MIN. AND A HEIGHT EQUAL TO THAT OFL9 MANEUVERING CLEARANCES: REQUIRED DOOR MANEUVERING CLEARANCES SHALL NOT INCLUDE KNEE AND TOE CLEARANCE. SHALL BE CAPABLE OF ACCOMMODATING A TTY AND SHALL HAVE A 6 INCHES HIGH MIN. VERTICAL CLEARANCE ABOVE THE AREA RECESSED U ED DG CL WHERE THE PLANE OF THE DOORWAY IS RECESSED MORE THAN 8 INCHES FROM THE PLANE OTHE WALL. THE SLOPING PORTION OF THE HANDRAIL AS MEASURED ABOVE THE STAIR NOSINGS. SUCH EXTENSION SHALL RETURN TO A WALL, WHERE THE TTY IS PLACED. _ °- RECESSE DOS RSR FRONT APPROACH P SHALL BE PROVIDED. GUARD, OR THE WALKING SURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. 0 W U_ z TWO DOORS IN SERIES: DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES SHALL BE 48 INCHES MIN. PLUS THE WIDTH V r u_ O0 OF ANY DOOR SWINGING INTO THE SPACE. THE SPACE BETWEEN THE DOORS SHALL PROVIDE A TURNING SPACE COMPLYING WITH CC w DRINKING FOUNTAINS (ICC/ANSI SEC. 602): U REACH RANGES SECTION 304. CLEAR FLOOR OR GROUND SPACE: A 30" X 48" CLEAR FLOOR OR GROUND SPACE SHALL BE PROVIDED. WHERE A FORWARD Q � 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 0 > 0_ 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 IS PROVIDED, THE CLEAR FLOOR OR GROUND SPACE SHALL BE CENTERED ON NE (:::OPERATE. SUCH HARDWARE SHALL BE 34 INCHES MIN. AND 48 INCHES MAX. ABOVE THE FLOOR OR GROUND. WHERE SLIDING DOORS UNIT. s/ SCALC\; E: 3/8" = 1'-0" ICC/ANSI SEC. 308 W Q fx 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 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. r/1 Z c\I0D O 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 V J !- SPRING 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: NO. DATE BY INTERIOR HINGED DOOR: 5.0 POUNDS TOILET AND BATHING ROOMS (ICC/ANSI SEC. 603 AND 604): p SLIDING OR FOLDING DOOR: 5.0 POUNDS WHEELCHAIR TURNING SPACE: A CIRCULAR 60" DIAMETER WHEELCHAIR TURNING SPACE OR A T" SHAPED TURNING SPACE COMPLYING WITH ICC/ANSI SECTION 304 SHALL BE PROVIDED. 4" MAX. 2\ 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 NE CLR WIDTH /ANY DISTANCE ir 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 THE ARC ' OF THE DOOR SWING. DOOR SURFACE: DOOR SURFACES WITHIN 10 INCHES OF THE FLOOR OR GROUND MEASURED VERTICALLY SHALL BE A SMOOTH LOCATION: THE WATER CLOSET SHALL BE POSITIONED WITH A WALL OR PARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE SURFACE ON THE PUSH SIDE EXTENDING NE 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. A 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 6 TOP LEADING EDGE TAPERED AT NO LESS THAN 60 DEGREES FROM THE HORIZONTAL SHALL NOT BE REQUIRED TO MEET NE 10 OBSTRUCTIONS SHALL BE WITHIN THE WATER CLOSET CLEARANCE. m _ 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 VISION LINES: DOORS AND SIDELINES ADJACENT TO DOORS CONTAINING ONE OR MORE GLAZING PANELS THAT PERMIT VIEWING BARS, TISSUE DISPENSERS, ACCESSIBLE ROUTES AND CLEAR FLOOR OR GROUND SPACE OR CLEARANCES AT OTHER FIXTURES AND LAND USE APPROVAL 2016-04-29 THROUGH THE PANELS SHALL HAVE THE BOTTOM OF AT LEAST ONE PANEL 43 INCHES MAX. ABOVE THE FLOOR OR GROUND. THE WHEELCHAIR TURNING SPACE. t'� t'.14. PERMIT SUBMITTAL: 2016-08-30 WATER CLOSET HEIGHT AND CONTROLS: THE TOP OF WATER CLOSET SEATS SHALL BE 17 INCHES MIN. AND 19 INCHES MAX. ABOVE (ICC/ANSI SEC. 405): NE FLOOR OR GROUND. SEATS SHALL NOT RETURN AUTOMATICALLY TO A LIFTED POSITION. FLUSH CONTROLS SHALL BE HAND PERMIT RECEIVED: RAMPS WALKING SUFACES ON ACCESSIBLE ROUTES WITH A RUNNING SLOPE STEEPER THAN 1:20 ARE RAMPS. OPERATED OR AUTOMATIC. HAND-OPERATED FLUSH CONTROLS SHALL COMPLY WIN ICC/ANSI SECTION 309. BID DOCS: SLOPE: RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12. CROSS SLOPE OF RAMP RUNS SHALL NOT BE GRAB BARS: GRAB BARS SHALL BE PROVIDED ON THE REAR WALL AND ON THE SIDE WALL CLOSEST TO THE WATER CLOSET. SIDE CONSTR. DOCS: STEEPER THAN 1:48. WALL GRAB BAR SHALL BE 42 INCHES LONG MIN., 12 INCHES MAX. FROM THE REAR WALL AND EXTENDING 54 INCHES MIN. FROM CLEAR WIDTH: THE CLEAR WIDTH OF A RAMP RUN SHALL BE 36 INCHES MIN.. HANDRAILS AND HANDRAIL SUPPORTS THAT ARE THE REAR WALL. IN ADDITION, A VERTICAL GRAB BAR 18 INCHES MIN. IN LENGTH SHALL BE MOUNTED WIN THE BOTTOM OF THE °� PROVIDED ON THE RAMP RUN SHALL NOT PROJECT INTO THE REQUIRED CLEAR WIDTH OF THE RAMP RUN. THE RISE FOR ANY RAMP BAR LOCATED BETWEEN 39 INCHES AND 41 INCHES ABOVE THE FLOOR WITH THE CENTER LINE OF NE BAR LOCATED BETWEEN 39 r . 1� r 7 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 1 ACCUMULATE ON WITHIN THE ROOM. WALKING SURFACES. TRANSFER SIDE. ! Iii PLOT DATE: 2016-08-29 LANDINGS: RAMPS SHALL HAVE LANDINGS AT BOTTOM AND TOP OF EACH RUN. LANDINGS SHALL HAVE A SLOPE NOT STEEPER DISPENSERS: DISPENSERS SHALL COMPLY WITH SECTION 309.4 AND fi09.3. WHERE THE DISPENSER I5 LOCATED ABOVE THE GRAB THAN 1:48 AND NE CLEAR WIDTH OF LANDINGS SHALL BE AT LEAST AS WIDE AS THE WIDEST RAMP RUN LEADING TO THE LANDING. 4 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 " 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 60 INCH MIN. LANDING. ' DOORWAYS: WHERE DOORWAYS ARE ADJACENT TOA RAMP LANDING, MANEUVERING CLEARANCES REQUIRED BY ICC/ANSI SECTIONS 24 INCHES MIN. AND 42 INCHES MAX. FROM THE REAR WALL. THE OUTLET OF THE DISPENSER SHALL BE LOCATED 18 INCHES MIN. CHECKED: PARC AND 48 INCHES MAX. ABOVE THE FLOOR. DISPENSERS SHALL NOT BE OFA TYPE THAT CONTROL DELIVERY, OR THAT DO NOT ALLOW j ///� j`�////`�/`////�/�j 404.2.3 AND 404.3.2 SHALL BE PERMITTED TO OVERLAP THE LANDING AREA. WHERE A DOOR THAT IS SUBJECT TO LOCKING IS CONTINUOUS PAPER FLOW. DRAWN: LOCATED ADJACENT TOA RAMP LANDING, THE LANDING SHALL BE SIZED TO PROVIDE A TURNING SPACE COMPLYING WITH SECTION MIRRORS: MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES MAX. ABOVE THE FLOOR 304.3. OR GROUND. STATUS: ISSUE FOR PERMIT HANDRAILS: RAMPS WIN 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 CODDEEA1NOTES 2009 GENERAL &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 OBJECTSAO • 30 CURB RAMPS {ICC/ANSI SEC. 406): INCHES MAX. ABOVE THE FLOOR OR GROUND. WALL HUNG URINALS SHALL BE 13-1/2 INCHES MIN. IN DEPTH MEASURED FROM NE 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 3Q" X 48" CLEAR FLOOR OR GROUND SPACE POSITIONED FOR FORWARD APPROACH SHALL BE SCALE: 3/8" = 1'-0" ICC/ANSI SEC. 304, 305 & 306 Aed/higt.,se -i 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 �0 CLEAR 404.2 MANUAL DOORS. MANUAL DOORS AND DOORWAYS AND MANUAL GATES, INCLUDING TICKET GATES, SHALL COMPLY WITH THE REQUIREMENTS OF APPROACH FLOOR CLEAR \ OF OP) SECTION 404.2 SPACE FLOOR CLEAR CLEAR SPACE FLOOR \ - CLEAR • 404.2.1 DOUBLE-LEAF DOORS AND GATES. AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWAYS WITH TWO LEAVES SHALL COMPLY IITH SECTIONSm FLOOR SPACE FLOOR 404.2.2 AND 404.2.3 SPACE SPACE p cfl 0.,.._2 -p 41 O+r-C C W W W•r W APPROACH ,� r APPROACH J .s r o„ E22....... -... 404,2.2 CLEAR WIDTH. DOORWAYS SHALL HAVE A CLEAR OPENING WIDTH OF 32 INCHES MIN. CLEAR OPENING WIDTH OF DOORWAYS WITH SWINGING APPROACH '- r APPROACH a o a E o o c o DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS, DOORS AND DOORWAYS 1' 6” " ° w ^ Q T° N r °''-- 2'-0 3-6 2'-O" X 22 MIN1 f . 0 °_ E.° r u i . / / ,, 5 t c L °n° °15"E m c E.°1� WITHOUT DOORS MORE THAN 24 INCHES IN DEPTH SHALL PROVIDE A CLEAR OPENING WIDTH OF 36 INCHES MIN. THERE SHALL BE NO PROJECTIONS - ,r INTO THE CLEAR OPENING WIDTH LOWER THAN 34 INCHES ABOVE THE FLOOR. PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34 INCHES AND N a 7# m ° o Y a y aL o 80 INCHES ABOVE THE FLOOR SHALL NOT EXCEED 4 INCHES. � / lyMIN. � �/� _ /� - " ' '� a ,.Ili 'o m Q; Q° F N o / / % �/j/�%//j//j/�j/.. - �i//j/i ! j�/jj/ji��// 1 / /� / / / C rt�i W O W U C C7 W•[ S W°.L+ EXCEPTIONS. CLEAR o E . .oEv.° y -�v� Do 1. DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78 INCHES MIN, ABOVE THE FLOOR FLOOR X © LT o y ° °- ,- o ° N-° 64° SPACE �� ° _ ° - °� E -'� aa�tc a oc W L -C C ,,,n++ O t ' 0 C O ° - U a� ° n ° 'o ` 2. IN ALTERATIONS, A PROJECTION OF 5/8 INCH MAX. INTO THE REQUIRED CLEAR OPENING NM SHALL BE PERMITTED FOR THE LATCH SIDE CLEAR \ co ", v ,.(4z 5 . ° STOP. FLOOR W N .Li V W J W ° O e° o EAR04 i -} E X C7 3"'' �_N° .- Wo- co`:_+. O° W4 OerCM2 o 404.2.3.1 FLOOR SURFACE. FLOOR SURFACE WITHIN THE MANEUVERING CLEARANCES SHALL HAVE A SLOPE NOT STEEPER THAN 1:48 AND SHALL SPACE r 5-0" .1'- .c N--- 2 6.- 0 E W �,'r,a v COMPLY WITH SECTION 302APPROACH -CO. 2,2=n DOTE: Y= 3'-6' MIN.; Y=4'-O' MIN. IF DOOR �-- " L ° - o -L`0, a) 2- 2 OT,- .5C7, 3 404.2.4 THRESHOLDS AT DOORWAYS: IF PROVIDED. THRESHOLD AT DOORWAYS SHALL BE 1/2 INCH MAX. IN HEIGHT. RAISED THRESHOLDS AND CHANGES 7 HAS A CLOSER; c, a a a r z o W m a E a 7a u a IN LEVEL AT DOORWAYS SHALL COMPLY WITH SECTIONS 302 AND 303. NOTE: X = 1'-O" (MIN.) IF DOOR HAS BOTH A NOTE: Y= 3'-6' MIN.; Y=4'-O' MIN. IF DOOR APPROACH NOTE: Y= 4'-0' MIN.; Y=4"-6' Ill. IF DOOR HAS 1( = 12" MIN. IF BOTH CLOSER AND LATCH ARE CLOSER AND A LATCH HAS A CLOSER A CLOSER PROVIDED W C7 cv c") o 3'-0' c°.i o 0 0 a ® 1 a o a � LI � � C� 5 0 co 2.U 2 E. cn C) co g kcYri t �■� w I g MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS WI o o E SCALE: 3/8" = 1'-0"0 C31) j c2 c, ICC/ANSI SEC. 404 " .. co til co `— •L C", T 1 5/8' / 60" CLEAR MIN. ,r / 60" CLEAR MIN. / ,v 60" CLEAR MIN. / co I- U MAT EDGING TRANSITION / INSULATE HOT WATER PIPES AND I (MANNINGTON 425) f 1 DRAIN TO PREVENT CONTACT r>_.5. -� UNE OF REQUIRED • ` sI \\\\\\\\\\\ `-� CLEARANCE " / / / / / / / / - MIRROR 14 ,i5 TO 1-7" EQUIPMENT PERMITTED iP Stor uest. CONCRETE TO WALKOFF MAT \ IN SHADED AREA SELF SToRAGE 360"CERCD r TRANSITION (MANNINGT 1 1/2 \\\ '.\ I ! ` 1 ..:1- '` -/�` 'L. \ `� W . Oil Oect —1 / (-----AsJ$1 r Cid � IIHN- UFINLESS METAL TRACK (MANNlNGTON / / / / / / / / , \ \ \ \ \ \ \ \ `.. ; 91�) c. // //. ///i / < 0 u. CONCRETE TO RUBBER MAT \ \ \ \ 4" _ \ KNEE CLEARANCE 8" P N7 .--- —/-14-e------6" MAX. TOE CLEARANCE '--/ A " Q RUBBER RAMP TRANSITION (MANNINGTON \V \ / / KNEE CLEARANCE 8" MIN. 6 MAX. TOE CLEARANCE �n W -' \ 1!o) \ \ \ 1'-5" MIN. DEPTH V J r `\ \ \ \ , 2' O" MAX. V f 1 L.L. \��� ����� ' e I ��1'-5" MIN. / ;, 1'-5" TO 1'-7" METAL STRIP CONCRETE TO RUBBER FLOOR \\.. (it TRANSITION 2 1/2" \ /2' \\ \ CLEAR W / , CLEAR ( . z FLOOR I CO O \ " 0 1 �, .� �w�1� �� ���������� \\\\\\\\\\\\\ SPACE o -,-.; SPACE L I �����`�`+� .� 1� v. _ .. , .1 fly y CSI \ / / :,,,,,..,7,7717070:77.07070.0,7:‘/ / / / / / / / / / / / / / / / / / / / / / / / a ® a % III �, CONCRETE TO TILE W co J (D � "SUPER IMPERIAL REDUCER" TRANSITION 4'-0" MIN. 1'-7" MAX. D (MANNINGTON 705) 1 15/16" / " 4'-0" MIN. / �, U Z IL O CLEARANCE AT TWO DOORS IN SERIESLAVATORY CLEARANCES DRINKING FOUNTAIN CLEARANCES CC a 1 Mr lr 1 M 11 G 8 � - / / 1 / / / / / 1 / 1 / SCALE: 3/8" = 11-0" ICC/ANSI SEC. 404 SCALE: 3/8" = 1'-0" ICC/ANSI SEC. 304, 305 & 306 SCALE: 3/8" = 1'-0" ICC/ANSI SEC. 304 305 & 306 O Er Er CONCRETE TO CARPET I— W o rr�� o 0 VJ Z 1= 'UNDERSLUG REDUCER' TRANSITION (MANNINGTON 735) 1 5/8' f )r- REVISIONS FINISH FLOOR LEVEL NO. DATE BY ' / / / / / / / / 1 / / / / / / / / / / / i CONCRETE TO COMPOSITE TILE (MCT) THRESHOLD 1Q 'SUPER 2' r TRANSITION (MANNINGTON 935) FLOOR FINISH A 2'.06 f f i['),;I' i',+�, \�`1��"WI ;w � A Hi����� li��� llilliiiIIIIIiidili� �I� ���I����� I� ii [ >. a A\ o , 1111111, , E 1 / 1 / 1 , 111 1 , 11 11 , PINLESS METAL TRACK (MANNINGTONISSUE DATES 980) /J4 LAND USE APPROVAL:2016-04-29 CARPET TO RUBBER PERMIT SUBMITTAL: 2016-08-30 'TILE CARPET JNER" TRANSITION , 1, Q 1 PERMIT RECEIVED: X (MANNINGTON 150) . I I \ N BID DOCS: � Q\ CONSTR. DOCS: / / / / / / / / / / / / / / / / / / / / / / COMPOSITE TILE (MCT) TO CARPET 24"x36"SCALE: AS NOTED 'CERCO EDGE r TRANSITION1 1/2PLOT DATE: 2016-08-29" (MANNINGTON 150) / NOTE CAD FILE: 15-133_A03 IMPINTERIOR AND EXTERIOR THRESHOLDS SHALL BE NO HIGHER THAN 1/2 INCH ABOVE JOB NUMBER: 15-133 THE ADJACENT FLOOR LEVELS. EACH EXPOSED EDGE OF THRESHOLDS SHALL BE � CHECKED: PAMC •���****���� . i BEVELED OR SLOPED AT AN ANGLE NOT TO EXCEED 45 DEGREES SO THAT NO DRAWN: / / / / / / 1 f) `>" ) .>"7-77-7--/-/ / / / / / / / VERTICAL CHANGE OF ELEVATION EXCEEDS 1/4 INCH. STATUS: ISSUE FOR PERMIT PRESS METAL TRAM( (MANNINGTON 980) TILE TO RUBBER FLOOR ICC A117.1-2009 GENERAL CODE DETAILS FLOORING TRANSITIONS THRESHOLDS 9 10 AO . 40 SCALE: 11-0" = 11-0" FOR REFERENCE SCALE: 6" = 1'-0" ICC/ANSI SECTION 302 & 303 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) 4k 1,G ii? ' • 0' 10 20 40 FT. AREA TO HAVE 3 FOOT -'~^ -_', TREE NUMBER48" * 74 el ;,,,,,," \ , 12 �- _ ® CAMY -/CAMELLIA SASANQUA 'YULE TIDE': TALL, DENSE FOLIAGE (64) '6-6,'' ,,,,,,,,., DEEP SPECIAL SOIL TO /i MEET REQUIREMENT FOR CO MATURE CANOPY ►� 7; JOE PERCIVAL V 'i2N SCALE ADJACENT TREES "COVERED 1,, ,, ® DVIB DAVID VIBURNUM/VIBURNUM DAVIDII: 30"X30" HT. AND SPREAD ds OREGON ��� SOIL VOLUME". TREE SYMBOL ( } cqPE � G� SOIL MATERIAL, PLACEMENT, ;____,\ O ORGP OREGON GRAPE/MAHONIA AQUIFOLIUM: 36" HT. (MIN.), 3 CANES, (8)ORGP (8)PMP SWPAC/�C�HWAY OTHER COMPACTION, TO BE IN 11506 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. CANOPY 'DRIP LINE' +�• OTTO OTTO LUYKEN LAUREL/PRUNUS L. 'OTTO LUYKEN': 30 X30 HT. AND (12)VBOX-\ SPREAD (38) 5)ORGP �(5)VBOX _1.__v-`\ , 2 y\ 'i �y` y\''� 6 y; '~ 6 `\''� y\'"� y;'"/ 9 �',, 1523,----\ e VBOX VARIEGATED BOXWOOD/BUXUS 24"X24" HT. AND SPREAD (67) \ .�.�--- •=--_'.- __- •v: f {,• .. �„ T :•e;x- ., •"a r11;:` ..: '� 11.E ,�. ;� ;,-,.t- - =« :;,1Fv .�ate4`-4, ------------------ o EXISTING TREE TO BE PRESERVED ��.���Yr � :.��. . '�� It•r�A, 11. •:':'"• T..1.},'-‘4414.74,..,`:-::. }tir�,.j-/��, ' /-1 i=.: 11. }' -•.- 1� a '=tr ."..„-7.-m, � \ - _ .'. '- „a.� .. . :•>:'. .w-- . ...,_ 4� � :low-. - o •.. = . AND PROTECTED. . �! '.�-• -�..�.�,r.�w�-., ..q,,,a.!as�r��----y.� �amr---•�m •,�:��•�_.��-y, -�- -•W.�rs�?.�'•• --.,rr�ic�s�r- --��..•i*;: - • r - " .•;ti;. . , , r .,y .; -, , %'.�� ti.-: , . .. .•� ( 3011 t RIVER STONE MULCH: 2 4 ROUND WASHED RIVER STONE, + ' =1 -- - - .- -. , ,_ . ,-_-. .- . .. ..._.- tia . - -. . _. . - =. : •. .).-, \ TREE PROTECTION FENCE (PER DETAIL) �, rp t1: » -- ;IT : k _ ;, of � u, :�liY•61 .11/.,.. ,w, ., _'••n3, • �� •..;t� � > 6 DEEP (MINIMUM); TOP OF STONE TO BE SET 1 BELOW •r •p. _�,_4, _©_f.�� .,, �.• r -•-� __ ..� :1� - EXISTW 81111nINC TOP OF ADJACENT CURB; KEEP CLEAR OF SLIDING GATE. ' =�' �. '`'''`'�``' ``i ;4 ,'' V.- `, ,' � `:'' symbol tag botanical/common names: size (quantity) .. - ; �,�; . .� ;' �:o_ "t- � •; 1 `, PROVIDE A CONTINUOUS LAYER SOIL SEPARATION FABRIC • 1 GIN ��;'ra '�.4 -'1-1,'; il� 0 / "r' ) `I.+ :? ' .;i • 11119 � {fy Z (12)DVIB (50)VBOX-\ 1Q +y-�o . ',�;, 12 w ("MIRAFI 160N) ON TOP OF THE SOIL BELOW THE ROCK. 41 ,� (8)RUBUS -- �=':its, �� w o :� ; , s.} i �' i. . --- WATER METER -- (2)YUL r .z SI I /� ,..;.,,;::. -z -IY cc ". . LAWN: "OREGON TURF SOD" •- tJt ,. ..+ '8� ,r (55)ORGP _ EXISTING ILDING ' �` 1>i3 �1��*� y' \� - �' 1 yi \ IRRIGATION NOTE: \- �_,�ea � ,_� •• 3'! x '' RUBUS CREEPING RASPBERRY / RUBUS CALYCINIODES: 4" - - ALL PLATINGS SHALL BE COVERS BY A ', - ----•---a --' ::( r; ,` ' POTS AT 24" ON CENTER, TRIANGULAR SPACING (824) l'1 y • - q `'' ' "'� ` 176.20 ;rr.l. I GIN GINKGO/GINKGO BILOBA: 2"CALIPER (4) PERCIVAL CONTRACTOR DESIGNED AND PROVIDED D_ ,a .� �.4 14,E / 0 \, 1 6.78 TP , «! ' �' LANDSCAPE 40 �,i , BELOW GROUND POP-UP /SPRINKLER AND .; ` 1 if , , ,� , ‘, ,r ARCHITECTURE � I • ',62 1 BELOW GRADE DRIPPER LINE, AUTOMATICALLY D_ 176.41 ,' � °� ' ' ; ,I 11 „� .->: 2863 SE Waverleigh '' I r' \� CONTROLLED IRRIGATION SYSTEM. TP „c,, ,' .i.: )▪ 15`, \��" ~ , ,e' . (s: Portland, OR 97202 `, 3 ,' �'' 176.OQ :;,;;; ; � ,' - -\';- 503-231-0100 �\ -, - „ ] . 7,1 ,# '' �i / TP .' '= 1 ' : N'1 r rerlandsca a mail.com - - '`'ipag, ' • -n:zi 1 I KOU KOUSA DOGWOOD/CORNUS KOUSA: 2" CAL. (13) p p @g \ t 76.78 1 .;f1 • pile.. w 16 , _ , rJ 39 1, 781 , j - ,....:1_,,4, y_ TP TP /.',/ iii ig,• ' ' ' CO ///,/ - \`\\ -TREE \\ ROOT BARRIER _ _ _ #�,;I Na• �1184 5 TW (TYPICAL) r `II 620 - ,� / 181.�5 FG GRADE PLANTING , AREAS 21, :. - U , •f -,,•.- 1 , : TO DRAIN K 2% Y ; ��, ��, i?�,' < 171 ; ;OAK OREGON WHITE OAK/QUERCUS GARRYANA: 0 z O RIGHT OF WAY FRONTAGE = 557.25 LINEAR FEET W �. : (4)GIN U i F (............D Z - ® 40 FEET ON CENTER (14) STREET TREES ARE 0 .,,J' MINIMUM. _ 2 CAL. (11 ) [ij >=- I , '�' , EXISTI ,r r � . S.�r W REQUIRED. (19) STREET TREES ARE PROVIDE. Z NG PARKING ) 174;75 _ ., �`, ,'` I- �L U THEREFORE, THE STREET TREE REQUIREMENT IS MET. : 1111 -(1 02)RUBUS 1 t 4•'i=6 TP/IP �`' , O J z 1184.1 TW ' i Z - rti = � • , 174.8'8 ;:.l''',_`°. -174 ,/�, 2. PLANTS MEETING THE VEGETATED CORRIDOR (VC) EHANCEMENT 1 < (-3..i;\ 3 181.0 FG �1>� F ti _ l } O Li- • EXISTING CONTOUR r 1 r '- • -�� 1 , z PLANTING REQUIREMENTS AS DESIGNATED IN CLEAN WATER L 1 �`• , 7!1 :a X7'4.1 /' 174.S7' , .:=.: :'. 3 K� �_- - Q (1) SERVICES WS FILE NUMBER 12-003440 SERVICE PROVIDER r :. (4)OTTO ..; ,:::- I } 1 ` PMP PAPERBARK MAPLE/AGER GRISEUM: 2 CAL. (8) Q S C (CWS) W 183.5 TW ------------__I 78 NEW CONTOUR , (1 )OAK--� _ - -' -- Q W LETTER (SPL). (� J.O 178.5 �G i ~ ` .- ....---4-... .-. N.`•,;*.-,-.. '-- • • i -"nil, o• i� ,'' \ . V ■ 0 s {' �, 2'_ C�. SEE SHEET L-2 FOR TREE PROTECTION FENCE AND ROOT LL e • I (20)RUBUS I • . �.. ,off , BARRIER DETAIL .,,,,,] ~- ��� s -(180)RUBUS: PROVIDE ATS 12" O.C. ALL .`' ; =�� ;•• :' ° , , 2" . ,�, {�;r.: z,., i.,- 1 FYUL YULAN MAGNOLIA/MAGNOLIA DENUDATA: CAL. (5) 10.2 TW _ (6)OTTO - s-••�,•Ai c< , , W ,176.o ALONG TOP OF WALL +-+ ° �� '?� ' ` "•` ��' ` Y 40 SEE SHEET L -2 FOR VEGETATED CORRIDOR(VC) RELATED NOTES. r� 0 7.2' :al \ ' 506 �� :_J _ -EXISTING 12 ORNAMENTAL (3)YUL r ;# _' )/ _ _ --__----",/ �. •••1"'. i5. PLANTING AREA PREPARATION: H ► - WAIS "' � / a. REMOVE ALL A.C. PAVING, BASE GRAVEL, CONSTRUCTION DEBRIS, (I) 38 -� --� I CHERRY TREE TO BE /REMOVED r , �-�wf •,,. �'� �.-- ,�0 , 25 ,,+,C_. �' -, AND EXISTING SOIL CONTAMINATED WITH CONSTRUCTION (I) w 3\183.$ TW ONP ( ) (6)OTTO_ $1,.',:z"-s..4.11.1--...i:,,:.' .1'4 _:': \ MATERIALS. ADDITIONALLY REMOVE EXISTkNG SOILS AS NEEDED W LL z m ��.i�' r � , ., . . - 1 D OAK : •• -. , r �176.�, FG mow. i ..�' , � ;.�.__,_ ;,. -.+ N. (35)DVIB- - . 4 + TO PROVIDE FOR PLACEMENT OF INDICATED DEPTH OF IMPORTED J > ti .;. CNI AR - 1, _---(7)CAMY o=i . ,til', :-T: .P •. `•4 2,i. ¢ a� • k PRE-BLENDED TOPSOIL. • ill' -sem / 'yy;[Y.+ ..ti U Z \. : ! /' ill \ ri 4 �:• xK �.: / * » `� -I - --- (90)RUBUS �� - -ti b. PROVIDE AN 18 (FULLY SETTLED) DEEP LAYER OF IMPORTED / ` .• !I _���-- \\ ii\ II ` ` 0.,,z,.1, ,,,.0. _.;.at:t .n(i • ` \ .,•x ,' ' , : - ''- PRE-BLENDED TOPSOIL IN ALL AREAS INDICATED FOR NEW (IJ - \ -(4)ARBV m_! _ 0 -: &4 . - I ¢ w :: t � (6)CAMY 1 0 a �� ��mik e� 44 K.- .,. L-'if•1tt €1 ' .1 i_..� �� --- PLANTING. EXCAVATE EDGES AT A 1 TO 1 SLOPE DOWN TO LL a / 37 �- (8)ARBV 1 ` '• .r-Ya•�}'�-'i• .1-...� _ REQUIRED DEPTH. TOPSOIL SHALL BE A FRIABLE UNIFORM BLEND 0 183.9' TW ;"I, • TP �, j1 Aot _ µ I } \� !��\� ��1 ra�A'k ' ': "` _J 0 ❑ of 1p it`, _� _ -� -: ----- OF (4) PARTS OF SANDY LOAM SOIL (BY VOLUME) AND (1 ) `n 1176. FG .. +.�1 \�►h►.r.; •��.,�.-. .�.• ` . `-- p ce y , 'I X20 RUBUS L_ _ - PART MUSHROOM COMPOST, BLENDED BEFORE DELIVERY. BLEND r W 1 ,- -_.:��1.\ r (4)ARBV 103 DVIB _ ° 27 `. ; r ,' -_ , •• :.... �.�` e.,c S. ( ) 174 UBUS . , �- 26Y SHALL BE FREE OF WEEDS, ROCK, (I] Z r !- DEBRIS AND OTHERN - � �/ _ _ -- - ---„,,.1,----- ---2,-"--- - ----- -- `� r' EXTRANEOUS MATERIALS. TOP OF SOIL SHALL BE SET 3" / .� `cif _ ,.. -_ _ , - (5}DVB ,' ,��' .. �C� �� �` 7 ;' , 74- BELOW ADJACENT TOP OF CURBS, PAVEMENT FINISH SURFACES, �� T _ �J ,' AND EXISTING FINISH GRADE ALONG PROPERTY LINE. REVISIONS r �.\/ Z . / - \ ;'.•` ��` -.--� X3.25 _ 45 �' » N0. DATE BY �` �: �,�• LP �, TP H \ - "' c. PROVIDE A 2 DEEP LAYER OF FINE TO MEDIUM HEMLOCK BARK 36 �•►''--aari �,�` �`i�- \ ._ - , / + _ - - _ . / , k - ' - `tPAX ..�-•� A ' �I � r-C1 )KUU 183.0{ TW / .:le. *•i��A--' N�N�� fir- 1 _ ' _� - 1 _ f �1;� ., p� MULCH OVER ALL SHRUB AND GROUND COVER AREAS OUTSIDE 181.0 '.FG �A��i fir�y:y`�♦� �1 *�, 4 f �e+���=i r =� . �1 : . .1� v'4-v: . .v, . tl' .. ► . . , , t •.�. i/;�:� ..�.�. . \I��i.• 'fir '' ' \\ 28 , THE V.C. AREA.. A `, is '`'f',i�� � 1,►��1� l����i 3l i s �4irl.��►. 171 ".. *4".1?• 41' �+raI���► ''‘VVII� ~'r�*vi l%�alP4V! 4 TT�I NI 'y!i. ' F- .', , i '� 3 • _ - _ _ _ •--- ,'.� 1 �1pA646�l.(F>r�AA/-4►96_/i.-1�►l �o i, 0.. .►���►AAA, ►_=,. !►�4A_ . .��E► �_ 1_.►�►� t_1i41. / �y�"tea^ �- {>��- -- j•MI.• iii,/� ���.-_ �`�^.w�---- r<��. - � - -, _ • �l I // ,/ rte/•• .�. �- �► .- -� �'� ""- ; . - L . -II .••.. ~" i- - •. I'4•'I4 I I .V � ,- I, JOE PERCIVAL, REGISTERED LANDSCAPE ARCHITECT IN A ° 1 ' j \i \j/ ,r� 1 ', �f ��„'� �` ,.� Ly � ,< • i - - THE STATE OF OREGON (#174) PRESENT THAT THIS -'' . 180.0 T,� �_,r� ��' . ---____--- /- II -- 31 30 29 / ' ' Lc DRAWING DEPICTS HOW THIS PROJECT WILL MEET THE n 'Si19.0 FG ► 1.o' ; ; .., 34 33 ,\, 32 \u,, , 1523 - - - ---- -- - --- - - - - . _ ' REQUIREMENTS OF THE CITY OF TIGARD'S URBAN ISSUE DATES -(4)ARBV� (4)ARBV -(4)ARBV -(4)ARBV -(4)ARBV -(4)ARBV -(4)ARBV --{4)ARBV ® oo'+ DESIGN APPROVAL: FORESTRY REQUIREMENTS FOR STREET TREES (Section 2, --- 9 CAMY -(6)CAMY -(6)CAMY L(6)CAMY -(6)CAMY I- 6 CAMY -(5)CAMY EXISTING o + PERMIT SUBMITTAL: O � ) (6)C OOBUILDING 0 Part 1 ) TREE PRESERVATION ANDREMOVAL PLAN (Section (277)RUBUS (7)CAMY PERMIT RECEIVED: • 10, Part 1 ). AND THE TREE CANOPY SITE PLAN (Section PID Docs: TREE PROTECTION FENCE � >� 10, Part 2) CONSTR. DOCS: EXISTING CANOPY EDGE Ctt-tA‘k.5-' 24x36 SCALE: 1'i=20'-0" EXISTING 16 " ORNAMENTAL CHERRY TREE TO REMAIN ( PRESERVE AND PROTECT) REFERENCE ONLY PLOT DATE: 01-18-2016 NOT APPROVED WITH THIS PERMIT CAD FILE: StorQ-L1-Tree....dwg February 16, 2016 • JOB NUMBER: 15-133 CHECKED: ---- DRAWN: JDP TREE PRESERVATION AND REM OVAL STATUS: LAND USE APPL. AND TREECANOPY - PLANTING PLAN L- L i,GISTER4'4, • ! 74 • 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 d OREGON �w AREA BETWEEN THE TREE AND TREE PROTECTION FENCE. ) t9c4PE � cti 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 lj TREE HEALTH, VIGOR, AND SURVIVAL. III PERCIVAL LANDSCAPE ARCHITECTURE 2863 SE Waverleigh Portland, OR 97202 503-231-0100 perlandscape@gmail.com W . (9J_ TREE PROTECTION FENCE NOTES" < U w . Ay. fl < o 1 . ALL TREES DESIGNATED TO BE SAVED SHALL BE woo . PROTECTED BY FENCING AS ILLUSTRATED. La w J o w • .. 0 LL" 2. INSTALL TREE PROTECTION FENCE AT TREE DRIP o z n I- . . •• . • ' • • • - • I . W LINE, AS SHOWN ON PLANS, OR AS DIRECTED IN w o a_ w o z •% •' TALL TEMPORARY W rrn� 0FIELD BY PROJECT LANDSCAPE ARCHITECT PRIOR ° ° ot - wa0l— o ORANGE PLASTIC WEB V _ TO CONSTRUCTION. _.................. FENCING ("ROADTECH J 3. AVOID DAMAGE TO CRITICAL ROOT ZONE, DO NOTI................ I : ................ .... ALTERNATE.) .................. '. '..... OL35" OR APPROVED 6'(MIN.) .DAMAGE OR SEVER LARGE ROOTS WHENO INSTALLING P0STS. 2' MIN. u II !1-II-II-II;Ik-11- ll =v_ ,,,,1_1t : I- 4. THERE SHALL BE NO STORAGE OF MATERIALS -tt-'-" GRADE 8'—O" o.c. 2.5" GALV. STEEL WITHIN THE BOUNDARIES OF THE PROTECTION SOIL FlN1sr+ PIPE FENCE. UNDISTURBED SUB-GRADE maximum POST OR 4X4 WOOD CO W LL z � 5. MAINTAIN TREE PROTECTION FENCE UNTIL THE TREE PROTECTION FENCING % J 1.1_, 0) COMPLETION OF CONSTURCTION. N.T.S. W o z 0 (i) Li 0 E Q LU LL a CC (3) 2" Dia. Untreated WoGA —Root Barrier: El O Stakes. Equally Spaced. Continuous, Min. 36" O cn ° Securing Rubber Tubes Depth x Length As H W Loose Enough to Allow Tree # Required (/) N C¢_7 At Least 3" of Free Movement ���r Placed Vertically On V J Z r- — in All Directions .� i� Concrete Side Of Tree j� And Centered On Tree. REVISIONS 36" Dia. Bark Mulch Circle All f Top of Barrier and Soil Around. (Center on Trunk) 2'L To Be i" Below Top of NO. DATE BY Deep ‘ Curb / \ /2\ Sidewalk -` . _= _-=- � 0 �lt�rrititf ,.:1=11=11 lNN�t�`,4�` '"���%�itPl IL irll -zerr-� �i!w. c., - - A Compacted Gravel -i-70 i = Base and Sub-grade. ` \ ...-Ay-, ;'!',i Curb n Do Not Disturb or its`_/'/cam'/% /\/ •• ) , `i. Degrade In Any Way. '7, 2" Wide Pea Gravel ISSUE DATES Backfill Entire Length Loosen Surface Of Native Grad% 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 JOB NUMBER: 15-133 and Debris Free. NOT APPROVED WITH THIS PERMIT CHECKED: ---- Tree Root Barrier Installation Notes: DRAWN: JDP 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. 1.... 2 PLANTING NDTES AND DETAILS L- IRRIGATION SPECIFICATION . . . PI ANTINC SPFClFLGA.TLONl (C'nniTlnillF-)l . .. 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. • I 74 • liAl re/C01. CONTRACTOR. THIS SHALL BE THE SAME CONTRACTOR WHO DOES THE PLANTS SHALL BE WEED, DISEASE, AND HARMFUL INSECT FREE r ;' `� JOE PERCIVAL E-• LANDSCAPE SOIL PREPARATION AND PLANTING WORK. THE CONTRACTOR 18. AFTER PROVIDING SETTING BED, BUT BEFORE COVERING, ARRANGE AND o OREGON �w SHALL HAVE AT LEAST 3 YEARS EXPERIENCE IN INSTALLATION OF SIMILAR FACILITATE THE OWNERS INSPECTION OF ALL PIPING, SLEEVES, AND WIRING. 8. TREES SHALL HAVE SINGLE LEADERS, NOT HAVE BEEN SHEARED, AND NOT s04ti IMPROVEMENTS AND SHALL HAVE AN OREGON LANDSCAPE CONTRACTOR'S MAKE CORRECTIONS NOTED. CONDUCT AND DEMONSTRATE A i HOUR HAVE BROKEN TOPS. GINKGOS SHALL BE MALE PLANTS. `BOE ASG 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 REMOVE ALL CONTAINERS BEFORE PLACEMENT. REMOVE ALL TWINE, IMPROVEMENTS DOWN STREAM OF THE IRRIGATION WATER METER. THESE WATER PRESSURE FOR HOUR WITH NO PRESSURE LOSS. TAKE CORRECTIVE BURLAP, AND WIRE BASKETS FROM TOP, SIDES, AND DOWN TO SMALLEST ACTION AS NEEDED TO ATTAIN A SUCCESSFUL TEST. COVER PIPE ONLY TO IMPROVEMENTS INCLUDE, BUT ARE NOT LIMITED TO: SYSTEM DESIGN AND BASE POSSIBLE AFTER PLACED IN PLANTING HOLE. THE EXTENT TO HOLD IN PLACE. DO NOT COVER JOINTS AND CONNECTIONS. 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 SAND SHALL NOT CONTAIN ANY ROCK, GRAVEL. SOIL, OR DEBRIS AND SHALL WHOLE PIECES. WHERE SMALLER PIECES ARE REQUIRED THEY SHALL BE AT 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 IS THE i 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 "FINAL / A 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 MATERIAL AND 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 T "RA 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 WI H INBIRD 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 WATERACKNOWLEDGMENT OF "INSTALLATION ACCEPTANCE" IF NOT, TAE WORK; AND THE NAME, ADDRESS, AND PHONE NUMBER OF SUGGESTEDW 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 0 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.) < 0 7. SHRUB BEDS SHALL BE WATERED WITH "NETAFIM CV" DRIPPER LINE. LINES CARE FOR AND MAINTAIN AREAS FROM THE BEGINNING OF THE CONTRACT AND IY Q 26. PROVIDE A ZONE MAP AND COMPLETED TIMING SCHEDULE IN THE CONTROLLER 0 SHALL BE PROVIDED ADJACENT TO EACH PLANT AND AT NO MORE THAN 12" FOR A PERIOD OF AT LEAST 30 DAYS AFTER "INSTALLATION COMPLETION'. 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 SPECIFICATION INFESTATION ELIMINATION, AND WATERING AS NEED TO KEEP ALL LAWN AND CD 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 1.1. Q RELIEF VALVE AT HIGH POINT AND MANUAL DRAIN VALVE AT LOW POINT(S) NEEDED. NOTE THAT DURING THE IRRIGATION SEASON, AND ESPECIALLY J fit 2. 90 DAYS BEFORE STARTING ANY PLANTING WORK SUBMIT WRITTEN DURING WARM WEATHER, PLANTS COVERED BY DRIPPER LINE WILL REQUIRE L ON ALL DRIPPER LINE CONTROL ZONES. VERIFICATION OF HAVING SECURED ALL PLANTS. PROVIDE NAME OF SUPPLEMENTAL WATER APPLIED DIRECTLY TO THE ROOT BALL. PROVIDE AS (/) Q 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. H 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 30 DAYS AFTER INSTALLATION ACCEPTANCE" ARRANGE FOR AND (n I w CONTAMINATED SOIL; AND LOOSENING SUB-GRADE TO AT LEAST 6 INCHES CONDUCT A "FINAL ACCEPTANCE" INSPECTION. AT THAT TIME ALL MUST BE W LL z M TO PROVIDE ADEQUATE STRUCTURE CAPABILITY AND COVER ABOVE. BY RIPPING OR TILING (MANUALLY OR MACHINE). REMOVE ALL EXCAVATED IN-PLACE, IN GOOD CONDITION, AND ACCEPTABLE. IF FOUND SHORT OF ,J N REQUIREMENTS, CONTINUE MAINTENANCE, AND TAKE CORRECTIVE ACTION AS < r(;.; 9. PROVIDE SLEEVE MARKING NAILS IN PAVEMENT ABOVE ALL ENDS OF SLEEVES MATERIALS FROM SITE AND DISPOSE OF IN ACCORDANCE WITH JURISDICTIONS W o z REQUIREMENTS. FILL IN MATERIALS UP TO SUB-GRADE WITH IMPORTED REQUIRED. ARRANGE FOR FOLLOW UP INSPECTION(S) UNTIL ALL IS (2 U AS INDICATED. CLEAN SANDY LOAM TOPSOIL. (NOTE: "SUB-GRADE" IS THE ACCEPTABLE ACCEPTABLE AND "FINAL ACCEPTANCE" IS ACKNOWLEDGED IN WRITING. ¢ LLI 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 TOPSOIL. BY THE CONTRACTOR.) o 0 F. PURGE WITH WATER PRIOR TO INSTALLING SPRINKLERS AS NEEDED. I- W F a 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 W Z 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" A8/17/2016 SPECS. LEAST 18" BELOW SOIL FINISH GRADE. PIPING SHALL BE PROVIDED WITH AT PARTS (BY VOLUME) TOPSOIL AND (1 ) AMENDMENT MIXED WITH LIME AND A 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 0 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. 0 WOOD, WASTE, AND ANY EXTRANEOUS MATERIAL. PLACE ON BUT DO NOT CROSSING. sTILL INTO, MANUALLY OR MECHANICALLY MIX WITH SUB-GRADE. GRADE ISSUE DATES 13. ALL EXCAVATED MATERIAL SHALL BE COLLECTED AND REMOVED FROM SITE SMOOTH AND TO FIT GRADE. 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 8!D 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 CAD FILE: StorQ-Ll-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 REFERENCE ONLY JOB NUMBER: 15-133 SHUT OFF BALL VALVE DIRECTLY UPSTREAM OF EACH VALVE. PROVIDE EXCAVATED MATERIAL EXCEPT BLENDED TOP SOIL. DIG PLANTING HOLES NOT APPROVED WITH THIS PERMIT 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 1" ABOVE TOP OF SETTLED MULCH. FILL THE HOLE WITH WATER AND ALLOW TO FULLY PERCOLATE OUT. PLACE I R R I GAT I O N AND P LAN T I N G PLANTS PLUMP AND IN THE CENTER OF THE HOLE. FILL THE HOLE 4 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. SPECI F I CAT I O N L-3 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 �1STER COLLARS AS NEEDED. METAL LID. SIZED TO TYPE BACKFLOW PREVENTER. TEST OF INITIAL INSTALLATION. REMOVE WHEN INSTALLING IRRIGATION PIPE fk�' �d FIT ENTIRE ASSEMBLY WITH 6" (MIN.) CLEARANCE PORTS SHALL NOT POINT DOWNWARD ALL AROUND. TYPE AS APPROVED BY (ROTATE FROM VIEW BELOW IF NEEDED). AND WIRE. • 074 OWNER AND LOCAL JURISDICTION. TEST PORTS SHALL BE PLUGGED WITH TEMP. 2X4 WOOD STAKE: -,'lu THREADED PLUGS PEDESTAL MOUNTED JOE PERCIVAL Fr SCHEDULE 80 PVC NIPPLES CONTROLLER: DOOR EXTEND 24„ ABOVE AND UNIONS ON BOTH SIDES —DOUBLE CHECK VALVE TYPE BACKFLOW FACING WALK 1 m 01 9 OREGON W PREVENTION ASSEMBLY ROUTE TRACING WIRE AND FIN. GRADE. SET et sZ> BRASS ISOLATION VALVE FINISH GRADE WIRE FOR FUTURE VALVES AGAINST END OF PIPE 2 SURVEYOR'S MAG NAIL: 4p1 ASG �( ,. TO CONTROLLER ENCLOSURE. SET TOP FLUSH WITH FIN. j /c' �Jj�/j\ PROVIDE SEPARATE WIRE TRACING WIRE KY_- \j\j\� MAX. DEPTH FOR BUNDLES FOR EACH FUTURE f2” +;! ,L,' DcvA VALVE GROUP. TAG EACH / OUTSIDE EDGE OF SURFACE; INSTALL AWAY FROM T I=111=_0 BUNDLE. EDGE OF PAVEMENT; INSTALL -=111-111=1, 1 1 1-III PIPE AND FITTINGS = _r T WALL, CURB, OR DIRECTLY ABOVE AND AT BOTH TO MEET CODES = II 1iI !!;1;-il; \ , ' I il1!U'!! CONCRETE BASE 1 -ISI-, , I " P.T. 4X4HORZONTAL COMPACTED GRAVEL PAVING PAVEMENT LOCATION 'MAG' NAIL PROVIDE LINE SIZE - II - SUPPORT ACROSS FULL 3» g» 9„ ENDS OF EACH SLEEVE. ISOLATION VALVEIliai III I _ WIDTH OF VALVE BOX '� ' II—III III- FINISH GRADE ON UPSTREAM III—I�/% ii. - \ I , SIDE OF ASSEMBLY II - :•.;L, '• \1 - -1 P.T. 4X4 SUPPORT -Na 7 _� FINISH GRADE / PAVEMENT I • T _. 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STAGGER ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° VALVE BOXy _ _�_ — 0 0 0 'g 0 0 0 0 0 0 0 0 0 o n o 0 0 0 1 1 —li —I p p p p p p p p p p p p p p p p p p p p p p p p p p p p % I -, • "•S;•�.;' o a o 0 0 0 0 o p p o 0 0 0 0 0 0 0 0 - '� � � 1 � • y ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° .` '11 IINIIFT10"- COMPACTED SUBGRADE BLOCKS IN DIFFERENT III ,y..{.•.- ;: go'?,gogogogogogogogo?ogogogog°oogo ', -'.".;•.ti — » i,l' ^ _ _, . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • - - - - - . . . . -: ..........•••••••••••••••... .-...•;=111-=, TRENCH FILL - ° °•° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° MINIMUM CLEARANCE 11 = CONDUIT FOR POWER SUPPLY LAYERS. GROUT FILL II ° —- - -n klll= S I- STI_ 1=117 _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - I 1=1 I T=1 I 1=1 I 11 I I;,III III„I 1111 II --i —I I 1=1 I I I - I I-11 f=1 I 1=1' „ -n I WIRING NG . .. • .•.•. • • • .•. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • • - I= . . . . . . .. . . . .. . . .. ALL CELLS =III111-11 I IIII_ I I 1; I I III III 111-1#I 11 _ • • • • • _ . . . . . . . .. . . . . . . . . . — - CONDUIT FOR TRACING, COMMON, Z ... .".....•.".".".".".•.".”. • PROVIDE COMPACTED SAND N E I COMPACTED OR UNDISTURBED PEA GRAVEL: 8" DEEP AND CONTROL WIRING 5 • - - • ' - - - - -•-•••'•'•'•' ' '•- :- - ' = SLEEVE SUB-GRADE1 I= • 24" MIN. FILL (95% REL. MAX. DENSITY) IF.:-:-:-:•:-:•:.:•:-:-:-. .-:.:.:•:•:•: �. . ABOVE ALL SLEEVES (A1 BACKFLOW PREVENTER ( CONTROLLER N - = 1—.:-:.:.:....•....• .-:- :-:-: •-I I TRACING WIRE •...-... . .... . . II - - COMMON AND Illii LINE SIZE BALL VALVE UNIONS ON BOTH SIDE . - Illl- OF VALVE •-• • • • • �'� • CONTROL WIRE PERCIVAL LANDSCAPE FINISH GRADE • • • • IRRIGATION SLEEVE - - AMETEK 12" STANDARD -- . . . . . . . . . . . . . . . . . . .-- Z . . — ARCHITECTURE MAINLINE TURF BOX 3" II—I1_ III=III = IRRIGATION PIPING 2863 SE Waverlei h 1 1- 1—II-1 \ PROVIDE TEMPORARY CAP 3Portland, OR 97202 4" DIA. SHED. 40 ,,,X COMMON AND CONTROL WIRE AT ENDS OF SLEEVES 503-231-0100 SLEEVE WITH CAP. � " �� +I ♦♦♦%I ��•�♦� COMPACTED SUBGRADE perlandscape@gmail.com LENGTH AS REQUIRED ". 4 b 9 , • . TRACING WIRE ( SLEEVE LENGTHWISE SECTION (D1 SLEEVE CROSS SECTION Q7 ♦ ,— A rrr, „1 •♦s�I ��� �ala"' , �� MANUAL DRAIN VALVE: ♦♦ aiMMIIIIIIII Ini #�_:.1111;W:14 DIRECTION OF WATER FLOW WITH NON-RISING STEM :� ♦♦♦♦,► avezi o•°°°°°°°°°°°°°°°°° .imAllo 0 0 0 0 0 0 0 0� ♦♦♦♦,( o�►M�. o•o„o ° ° ° ►_i♦ ,o. FINISH GRADE At OI♦4i�II►�4`:��i ♦1`i II II `•♦I._.� LATERAL PIPESCHED. 40 .% . rlII♦� � ♦♦` ��.� ARMOR 10 ROUND BOX W NIPPLE AND I,°000°i,•or.�� .11).444 ��♦ cv $4*# ICV, WITH GREEN LID, SET r�V 040,�� FLUSH WITH FIN. GRADE JELBOW # `000000000°�♦II♦ . '' BRICK OR TREATED r` �~ QUICK COUPLER 1 44 ♦ •p020�°�°• ♦ WOOD BASE . � ,. pe •< 0 BACKFILL AROUND" .°o°o°o°o°f►♦ I #4 REBAR: SECURE MULCH AS SPECIFIED KEEP ��// ALL MATERIALS I o000 ♦II PEA GRAVEL i� ; LL °°°°°• °� 4 ,„°0u,%°-0 o°. � TO PIPE WITH STAINLESS MULCH CLEAR OF SHRUB WITH SAND '°Q�°°° `♦ SCHED. 40 PVC NIPPLES o ,o�C ) 0 �f, 'I� 12 X12 X24 DEEP • -� STAINLESS STEEL STEM BASE DRAIN ROCK SUMP AND FITTINGS (BOTH SIDES} N `� MA' �o,�o �� SCREW CLAMP DACKFILL SOIL I— 03 r ♦♦♦. °o°oo 'o<o°o '�, 2x6 P.T. BASE BOARDS J _ FINISHED GRADE (� 066.1 WHERE BEDROCK OCCURS AT SHALLOW DEPTHS BURIAL DEPTHS MAY BE REDUCED AND w20-0o•p 'o o°o `•`► 18" LONG, EACH T 1 . � 'Y- -•=, _ '� :TIE LL < THE GRAVEL SUMP MAY BE ELIMINATED. t,� o°•i -� ° • ° �•" PEA GRAVEL 1- m `-4.— k1# — 1 S H o ~ II 1 = L.� SCARIFY EDGES AND BOTTOM 4 $ JI$i �o4' C ED 80 PVC NIPPLE OF HOLECONTROL VALVE ,� A& TRACING WIRE —_—1 i —11 —11 H 1 N (/) 0 (Note: Dripper Line Zones Have Screen and Pressure Control Valve Added After Valve) • �� 1 " SCHED. 80 PVC I —I I 1-1 I [_i I H-1 1 11I 1,-=7 _I 1.1- -- 1 I ! � (Provide "PEB" SERIES FOR POP-UP ZONES AND "XCZ-100-PRB-COM FOR DRIPPER ZONES) e�♦♦♦♦ ♦,# $+♦ SWING JOINT ASSEMBLY DIAMETER OF� (i) �����, '� MAINLINE PIPE I ROOTBALL X2" (f) i 1 w FINISH GRADE (SOIL) LU w N ( QUICK COUPLER J SHRUIB PLANTING J Q A( ___AIR RELIEF VALVE; 4DRIPPER LINE W o z LOCATED AT THE HIGH 4 g.#44� 0 o END OF SYSTEM END CAP (TYP. SYMBOL) �__ .� _, U w l w a .�v4-`i' " BARBED DRIPPER LINE fY Q fI ao * 4., TO PVC CONNECTION. o u, o ♦ N O cnE o Z �° PVCFITTINGSW ti Q G "GROW STRAIGHT" TREE TIES �n N 0 .. V J Z N i AND RISER ~ • GALV STEEL WIRE; LOOSE -# 7 LATERAL LINE TO ALLOW 4" OF MOVEMENT REVISIONS O ` A IN ALL DIRECTIONS NO. DATE BY 1> n DRIPPER LINE (TYP.) :I, ;A A8/17/2016 SPECS. DRIPPER LINE MULCH AS SPECIFIED \ ‘ * ,_, FINISH GRADE n (KEEP MULCH CLEAR FINISH GRADE OF TRUNK BASE) CUT AND REMOVE TWINE,,.-\-•\\ 4 \--TEE (TYP. SYMBOL} MANUAL DRAIN VALVE A (LOCATED AT LOW POINT t ' 44 AoA BURLAP, AND WIRE BASKET � PVC MANIFOLD LINE OF SYSTEM) El #4. A�E 2"X 2"X 8' WOOD STAKES FROM TOP AND SIDES OF /e\ / $4 AMETEK 6 ECONO BOX � I ROOTBALL. ISSUE DATES �O� �� WITH GREEN LID SET OUTSIDE ROOTBALL ir, �� �� SET FLUSH WITH (GRADE02) (REMOVE AFTER ONE DESIGN APPROVAL: / , I�►�� $ YEAR) I NOTE: STAKE ALL EVERGREEN TREES 8' AND PERMIT SUBMITTAL: I _ I. J _ j • SHORTER AND DECIDUOUS TREES LESS THAN PERMIT RECEIVED: co ��♦ , SCHEDULE 40 PVC PIPE , I I � �� mI m �- '- 4# BACKFILL SOIL _ �1— _1� IT 'N 4" CALIPER. DO NOT STAKE VINE MAPLES. BID DOCS: ��♦ + PEA GRAVEL O Z jI t!I . e; -1 I `11 o w I ,♦ II _�� - _ 't � ora TREES 1 /2' CALIPER AND LESS SHALL BE CONSTR. DOCS: 4+.$ CRASS BALL VALVE -1 X11 11 111IL�T 1� STAKED WITH A SINGLE WOOD STAKE UNLESS ♦♦ $ (LINE SIZE) -�Ip I Ir OTHERWISE SPECIFIED. wr T-�I I�11 24"x36"SCALE: ��=20�-0�� #Y MIITE IE '`� ' ♦♦ 00000°. • 000q ��` I �� II , - ONLY PLOT DATE: 01-18-2016 CONTROL VALVE ASSEMBLY - a o 0 o n ° �► TRACING WIRE DIAMETER OF REFERENCECADFILE: StorQ L1 Tree....dwg N �� o°o°o°o°o°o°� # MAINLINE PIPE ROOTBALL X 2 NOT APPROVED WITH THIS PERM TOBE NUMBER• 15-133 DRIPPER LINE SCHEMATIC PLAN �� pogog000p000` �— #�°'��-����e����# (-1‹ TREE PLANTING AND STAKING (ON SITE ONLY) DRAWN D JJDP STATUS: LAND USE APPL. i\ QUICK COUPLER IRRIGATION AND PLANTING DETAILS L.4 L_ General Structural Notes THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS r IIFinished Floor0 TRUCTURAL CRITERIA CONCRETE - \ IENGINEERING 167.171. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE 11. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCEziz4ThirdAvenue Suiteioo Seattle,WA q8i21 DRAWINGS, SPECIFICATIONS, AND THE 2014 OREGON STRUCTURAL SPECIALTY CODE. WITH ACI 301. STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS: p: zo6.443.6212 ssfengineers.com 2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL AND MEMBER TYPE/CONSTRUCTION STRENGTH TEST MAX MAX AIR Co�ht2016SwensnSayFaget-AlRightsReserved CIVIL DRAWINGS FOR BIDDING AND CONSTRUCTION. ARCHITECTURAL DRAWINGS ARE F' C AGE AGG W/C CONT. I THE PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, -PSI- -DAYS- -INCH- RATIO oWCT THE SPECIFICATION, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE WALLS & FOOTINGS 3000 28 1 . 53 -- 00 PRO? REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ��y�� fro ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH MIX DESIGN NOTES: 78 1-. DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR' S RISK. �a,' r- A. W/C RATIO: WATER-CEMENTITIOUS MATERIAL RATIOS SHALL BE BASED ON THE I ' J / �, 8,A' 3. PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND TOTAL WEIGHT OF CEMENTITIOUS MATERIALS. RATIOS NOT NOTED IN TABLE ABOVE 0� -! DETAILS SHALL BE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. FINISHED ARE CONTROLLED BY STRENGTH REQUIREMENTS. a,1►-0!3 ti� ` GRADES SHALL BE DETERMINED FROM THE PERMITTED CIVIL PLANS. DETAILING AND • 6L '•Y B. CEMENTITIOUS CONTENT: THE USE OF FLY ASH, OTHER POZZOLANS, SILICA FUME, BIZ E 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 TW = 184.5' i INFORMATION CONTAINED IN BOTH CIVIL AND STRUCTURAL DRAWINGS. ELEVATED FLOORS, PORTLAND CEMENT CONTENT SHALL CONFORM TO ACI 301 SEC FG = 181.5 ' r 'OPTIMUM DAIE: 12/31/2017' 4. 2. 2. 1. ACCEPTANCE OF LOWER CEMENT CONTENT IS CONTINGENT ON PROVIDING a" 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE SUPPORTING DATA TO THE ENGINEER FOR REVIEW AND ACCEPTANCE. I DRAWN: METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE C. AIR CONTENT SHALL CONFORM TO ACI 301 SEC 4. 2. 2. 4. HORIZONTAL EXTERIOR 7630 , R.I CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY SURFACES IN CONTACT WITH THE SOIL REQUIRE ENTRAINED AIR. USE "MODERATE • DESIGN: AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING EXPOSURE". VERTICAL EXTERIOR SURFACES REQUIRE "MODERATE EXPOSURE". IZ)A _ 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: OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, PLACEMENT. I. R]A 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' I. Finished 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". ! : 77,9 STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN r 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. / 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 REVISIONS: 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' • A Permit Response Nov. 2, 2016 GENERAL CONTRACTOR. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD FG = 179.0' 7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT ll� • CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR 4/S2.t• Ai 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' 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. SI• 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 SI), FG = 176.2' • PROVIDED OR REQUEST ADDITIONAL INFORMATION. THE CONTRACTOR SHALL SUBMIT GRADE 60, FY = 60, 000 PSI. 12/S2.1 174.50 APPROVAL: ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED _ CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION TW = 183.2 `- % " -�' AND FIELD USE. 15. DETAILING OF REINFORCING STEEL ( INCLUDING HOOKS AND BENDS} SHALL BE IN f 12 SZ1 ACCORDANCE WITH ACI 315-99 AND 318-11. LAP ALL CONTINUOUS REINFORCEMENT FG = 178.0' IIIA' �r r " 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 o AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. DIAMETERS OR 2' -O" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN II ACCORDANCE WITH ACI 318-11, CLASS B. LAP ADJACENT MATS OF WELDED WIRE TW = 184.5' REINFORCING STEEL FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. FG = 177.0' APPROVED SETS OF ALL SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE BUILDING . I DEPARTMENT. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS I , s SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. I 9. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE o I L ENGINEER OF RECORD, THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. 16. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: o It I �` CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF I RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED • METHODS, TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCTION, AND ALL TO EARTH 3" o I SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGER) . . . 2" I [ 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" i 4/ 52.1 J SUBMITTAL HAS BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF SLABS AND WALLS ( INT. FACE). . . GREATER OF BAR DIAMETER PLUS 1/8" OR 3/4" I 1:- Storquest Self Storage THE BUILDING. THE SUBMITTED ITEMS SHALL NOT BE INSTALLED UNTIL THEY HAVE TW = 183.9 I t 4" SLAB ON GRADE REINF. r BEEN APPROVED BY THE BUILDING OFFICIAL. FG = 176.0' W/ 16"oc E.W., PROVIDE _ , r---, - Site Structures 5U0 BGRADE PREPARATION IN i, 12740 SW Pacific Ave SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. o • ACCORDANCE W/ GEOTECHNICAL [ I i I A, 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 DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF - �� -"-"-" _-�-� DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS TW - 184.2' 11.17__. -�• 7 74 ----�.__AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP FG = 178.0' -- 1 PROVIDE WALL PER 8/S2.1 __DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER THE DESIGN DRAWINGS AND 11 \ 1THREE SIDES OF DUMPSTER ARCHITECT: SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. ,� • _ jENCLOSURE Magellan Architecture • _ 8383 158th Ave NE Suite 280 TW = 183.5' ' GEOTECHNICAL FG = 180.0 I '-� T _ Redmond, WA 98052 - - - PH 425.885.4300 • 1� 12/S2.1 �_ __ FX 425.885.4303 10. FOUNDATION NOTES: SUBGRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, TW = 183 0, \ - _ _) -- _......COMPACTION, AND FILLING REQUIREMENTS, SHALL CONFORM STRICTLY WITH -1 74 RECOMMENDATIONS GIVEN IN THE SOILS REPORT OR AS DIRECTED BY THE SOILS FG = 181.0' .. _.. / f J mom ENGINEER. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH OR COMPACTED ••. 2 7 ISSUE: STRUCTURAL FILL AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. t' S TW = 178.5' �: •1 . i/ - - - - ��- - __ - FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS (OR IN DETAILS) ARE MINIMUM AND , Sn - SD PERMIT FOR GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED FG = 178.0 "' SD s� SD I BY THE CONTRACTOR IN THE FIELD WORKING WITH THE TESTING LAB AND SOILS n o a ' _ , SD. . _ - a _ - - - . . . . -- - ENGINEER. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING GRANULAR 1 s• ss ;;s ss - ss - ss ss ss - ss ss ss ss ss - e - n _ TITLE:SHEET TE: FILL AND PROVIDE FOR SUBSURFACE DRAINAGE AS NOTED IN THE SOILS REPORT. „7, tr= 780 - General Structural ALLOWABLE SOIL PRESSURE (NATIVE SOILS / STRUCTURAL FILL) 2500 .. Notes & Retaining PSF Wall Plan LATERAL EARTH PRESSURE (RESTRAINED/UNRESTRAINED) 55 PCF/35 PCF SCALE: ALLOWABLE PASSIVE EARTH PRESSURE (FS OF 1. 5 INCLUDED) 350P35 Plan Notes Legend Retaining Wali Pian 3/32" = 1'-o" U.N.O. 0 COEFFICIENT OF FRICTION (FS OF 1. 5 INCLUDED) DATE; TRAFFIC SURCHARGE PRESSURE (UNIFORM LOAD) 250 PSF 3/32" = 1'-0" 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 S 1 3. SEE DETAIL 11/S2.1 FOR FOOTING STEP REINFORCING. . 1 NO: OF SHEETS: LEVEL BACKFILL A0 • Property Line Wall w/ Key Schedule ENGINEER NG \ '., jIf• t t Stem Reinforcing Footing Reinforcing Key Reinforcing tit*,-4 H (ft.) B1 ts tf D W 2124 Third Avenue-Suite too-Seattle,WA 98121 IN�>; Q p. 206.443.6212 ssfengineers.com��� � Vert. Horiz. Bot. Longit. Longit. Vert PROVIDE FREE-DRAINING �r� /` MATERIAL '''',4'1.141:.„1:0P-;:.* i tip, r` 4'-O" 1'-9" 8" 10" 6" 8" #4 © 18"oc #4 0 12"oc - (3)#5 (1)#4 #4 @ 12"oc Copyright 2016 Swenson Say Faget-All Rights Reserved .• ' * EXTEND VERT - 6'-0" 3'-3" 8" l0° 11" 8" #5 012"oc #4 0 12"oc (4)#5 (1}#4 #4 0 12"oc 5ltUCr REINFORCING TO EDGE = fp PROFS. A OF FTC AS SHOWN . . 11/2" dr. © #4's & #5's 8'-0" 4'-9" 10" 12" 17" 10" #5 0 12"oc #4 © 1O"oc - (6)#5 (1)#4 #5 0 12"oc � fo 2"• dr. ® #7's 10'-O" 6'--9" 10" 18" 24" 10" #7 0 12"oc #4 0 10"oc - (8)#5 (2)#4 #5 0 12"oc - ; r �., , c I /14*/ISI♦d4.4 liallr00c V 477 � � � �4 FOOTING DRAIN BY OTHERS o� 'BL 06 •47 6 rIII\ \ TIGHTLINE TO STORM SYSTEM BLAZE OR TIE TO 3"0 WEEP HOLES I 1IOH DAlE 12/31/70171 ` ''"• © 8'oc SET 6" ABOVE DOWNHILL �' '����"P`441f. � FINISHED GRADE DRAWN: \ 'r' l RJ �i r VERT. KEY o '�`e .�4��` • '��'/.I✓' , .♦ /, ./, r . DESIGN: MA REINF. • CHECKED: '' #� RJA ' "/' APPROVED: W ABB B1 ts 4, de r- 1 2 Retaining Wall Schedule 4 MINN REVISIONS: 0 Permit Response Nov. 2, 2016 \ LEVEL BACKFILL t #4 0 12"oc HORIZ. 0-4*,W .„ ' PROVIDE FREE-DRAINING ..,��:�, MATERIAL 4 :1404.4.•\•� �. .�� I ■rte ` \ APPROVAL: c; #5 0 12"oc VERT. CTRD. IN WALL E PLACE SLAB PRIOR TO BACKFILLING WALL FOOTING DRAIN BY OTHERS TIGHTLINE TO STORM SYSTEM SLAB ON GRADE OR TIE TO 3"O WEEP HOLES PER PLAN 4 0 8'oc SET 6" ABOVE DOWNHILL FINISHED GRADE ' - - ‘4 ; OW- ' \__1--- " ', '*% 4 0 *, r \U . ' 44444e4'4 4 (3)#4 LONGIT. PROJECT TITLE: 2'-3" 8" 5" 'f Storquest Self Storage 8 Site Structures 5 6 7 Dumpster Enclosure Wall p 12740 SW Pacific Ave Tigard, OR 97223 6'-0" • D 3'-0" min. #4 x 6'-D" P ® / 12"oc ON NON-EARTH 1��j� mon �G'1" �C�`G'*' ARCHITECT: FACE OF WALL 4 , �, is ,.:. ,. ,,./' ��' Magellan Architecture - CONCRETE WALL ► SOIL FACE 8383 158th Ave NE Suite 280 P�oi OF WALLS Redmond, WA 98052 ADD DIAGONAL IN WALL 4� PH 425.885.4300 TO MATCH WALL REINF. (: J / 4 ADD VERT. BARS FX 425.885.4303 - .:I. .- - \ N AS REQUIRED TO / SUPPORT CORNER .f' %` BARS ISSUE: , /. y „�1, 0 1• • PERMIT ,- .; / . . . .. ' .. . -,..,-, a 6,_O” �� r ADD VERT. BARS SHEET TITLE: yO3 ' . / AS REQUIRED TO NORMAL FOOTING 4, — _ \ #4 x-1 8" 0 f� SUPPORT CORNER . REINFORCING i �:* .e�/ FACE OF N N ON-EARTH 4 ALL \' BARS Site Retaining ADD BARS TO .Y.44 Wall Details G a, MATCH NORMAL N, 43 oIlk REINFORCING ,�'d , , o - �4• SCALE: i'1.1.1\.1.1> •;r'�� w. • DATE: �4" = 7�-O U.N.O. LINE OF EXCAVATION ``1� ��"��'1�' , , . August 03, 2016 NORMAL FOOTING \V♦V V �4' ` 4r �S \ . • . PROJECT NO: 02257-2015-03 , REINFORCING SHEET NO: SOIL FACE Plan View at Walls OF WALLS S2 1 • 9 1 0 Typical Stepped Footing 11 Additional Reinforcement at Retaining Walls 1 2 NO: OF SHEETS: KEY NOTESD �� c El BUILDING BUILDING TO BE DEMO'D PER PLANS � � ' PROPERLYDEMOLISHED TERMINATE CAP & MAKE SAFE ALL EXISTING UTIUTIES TO STRUCTURES TO BE ed-�r A d 0 irliM Redmond, WA ❑3 EXISTING SIGN TO BE DEMO'D 4894 Q 4 AUL EXISTING CURBING, PAVEMENT, HARDSCAPE, ETC. TO BE DEMO'D • f + T OF 0 W I-' AUI1- l1 HIGHWAY �woo , ccvvvvv �� tea, c c°'� tw� °� + + J v o-S,v z2:~ _aov oEo � cv 013 y O QaCi 2 aL 08 OE ;cie, Q0�oU7 E vim-+ SZ N Wa1zvN Ili 3 N.a p+.` °.w , CO N y N C v C C + + Q C C v U a 7 �, d° F N a F`01 C v v ) C .4 7, °L o E h - c— a�� °�_ Ec o m ° E Too '°'lc C aE • £ 2 o c c.c•E .- v'" a U \ \ - F- da a ° 7 f _.:_, ° w0 \MMI.M.M.M.MIOIP !!i iiia ii S i! T iiiiii7S—iiiia� f N -" : (.);:: :;::! "1::; — u �xs -'—M —W—ae—•e—•e—oe— —ae—ae—ae—ae—oe—oe—ae —Ye •►—•e ia� aR—aP s. a s ar— ii !" ° N+ E O a J ;r v C —mar or ., —u►—ar —we�w'—L as--- _aw—w— oe— l © o % m 6- `p e-� O ° N o i LE 77 • !u1!!ft1111ffl 1-9H.1[1t= , \ 6 /---- �r��� + /� ti a s 1 •I I �...+ � r I �\ I / i + + + 1 �7 f I W COCLO o E I ! E M C I a>\ / co 1- a \_ _ i` ---I \ 111)(1 1 5 = co r-) ' ! ___/- / I if ____, • % cri; E: CI) .96), co 2 .--g• 1 /. . o I \ g I g �x- mD 2 a r + > cX Lu . oB — o�• j + + . + + a + % CD1 U o Ef U EXISING APPROX. 1,180 SF ' o DAVIDSON ' S I ! \ RESTAURANT I ` o RESTAURANT i ! \ (CARMICHAEL TO BE DEMO'D +I ¢ cT N I 1:3) ,-,s I op I \_ \ I i, . 1 • ff \ I£ 1 lCI M 71:13 o 2 -- -- /T777-,7 T? 777-rerm ',rrr,/77-7777 a .. a \\ 1 + I a r 1 0 ; + t.:... , f 9 ' iI �� StorQuest. I f 1 ® + S s SELF STORAGE . 1 f ) AI U \ \ _L. aA I \ /---qn „A I k , 6• r- Li ,,; ____......1 \ \\ cr., , W 0 —.1 , , •. ,_ f G , < 0 , 0 . f ��' _ \ < r '' 11:1 + %\\ N + + IG ) i I ,�z OIL 11 1 A 1 4 \\ V I � I \i% % LL G ..1 ct + fi a ' cEl" P . � I + '� O If El 1 ) ,1 1 (I_If EXISNG APPROX. 28,760 SF I U + 0IS RETAIL & OFFICE BUILDING TO BE DEMOB 1 ® fli 44/4' I r� V J } s /aZ ` I " 1 V 1 I Q \ / II) ) cn Y f / 4 �iw�1� 1 / I,,�� 11 0 _ E f17,/7L11U Z 1El k 0 (llfll� n I /r I � �� ��0� /`� I Q w Y ! �/ I I0-I GH + /9/� + ! Ipr ,I ., O "' �1 _ jE.j arr al 'IFr I irir7-r-e-,777,-,77-,-r'Ir7 ,77-.7777-errr•Per I ill I (f) Z40406 g 4, /It N f-- J172, 4 4 r/ • CAR l7T7"7177'YTJ77Y7177�: + I I .. �0#g� , 4 * , + �� REVISIONS " ffi ` a •, CT411 S/ WASH ; I ! DEMOLITION NOTES No. DATE BY i ♦'`'' 46, it * 1 I / A. FURNISH ALL LABOR AND MATERIALS/EQUIPMENT TO COMPLETE DEMOLITION AND REMOVAL �► tt '10 ,44 No + I l I I " I OF ALL ITEMS AS INDICATED. 40,� 4,4 # 01 I f B. GC SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE DURATION OF CONSTRUCTION. it 0 II% ',Pap r, • \‘'..‘ I + t I 1 I A !A otho Slotr �♦ ts`�4. +1 I i� I I ' 1 + C. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN 64 N E - I QUESTION WITH THE ARCHITECT BEFORE PROCEEDING.. # + �1.E1L./11.LL�LLl11LLL1L.[L.1.�f�L,f1,L1L/1L[Lf�LIaC./.l�L1L1L„fLaCl1L/.,�41L �11.4141L�CLl� I 1 I I I • y# nor� fur / «< _ I I I I I I __L_ _____ I- D. GC SHALL BE RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANY DAMAGE CAUSED BY /�'\ Il 7 T T r -- -I II ! I I 1 HIM OR HIS SUBGCS TO EXISTING CONSTRUCTION PUBLIC AREAS, ADJACENT PROPERTIES, .40 4474� '� +► �;y� lif. // + �J _ ISSUE DATES ,, 0 I -fi OR TENANT SPACES. REFINISH TO MATCH EXISTING ADJACENT FINISH, OR AS NOTED S.fir i • # I /.sr PROS • , __— — —a.._...n HEREIN. LAND USE APPROVAL:2016-04-29 _i `c .� + I E. REMOVAL OF ANY EQUIPMENT, CABUNG SWITCHES, AND CONDUIT PERTAINING TO PERMIT SUBMITTAL: 2016-08-30 ; ,�� 1 , II”40 + " • DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH TELEPHONE COMPANIES PERMIT RECEIVED: AND TENANT.x0: BID Docs: ,; N y� F. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DWGS. THE INTENT IS I" TO INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE WORK IN CONSTR. DOCS: 10 ill* Ne # WALNUT PEACE APARTMENTS ACCORDANCE WITH THE CONTRACT DWGS. // Adi, .c P (R-25 ZONING) n Tigard • t•, N. / 24 x36 SCALE: AS NOTED f7rne»grey ; � ' „ ► ► , SITE PLAN NOTES PLOT DATE: 2016-08-29 CAD FILE 15-133_A11 ;1/4" ♦' * s A. EXISTING CONDITIONS WERE DERIVED FROM SURVEY DATED 12-10-15 BY CHASE, V� 16,* i1'1�;,��IIIII i JONES & ASSOCIATES INC. REFER TO COVER SHEET FOR ADDITIONAL SURVEYOR JOB NUMBER: 15-133 114, 111011.11C 11. ' INFORMATION. CHECKED: PAMC OQ4 w . ��' ry 0 r �, , /I', C + , 'Q r ', B. ACCESSIBLE ROUTES OF TRAVEL NOT TO EXCEED 5% SLOPE IN THE DIRECTION OF DRAWN: DYM adi,1_l. # . TRAVEL AND 2% CROSS SLOPE. C. THE GC IS RESPONSIBLE FOR PROCURING NECESSARY PERMITS, AS REQUIRED, FOR: STATUS: ISSUE FOR PERMIT FIRE 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 �-, DEMOLITION SITE PLAN � Abi SCALE: 1" = 20' ■ KEY NOTES DAk �� c 1❑ NEW DRIVEWAY PER CIVIL DRAWINGS. �� � * NEW CONCRETE SIDEWALK PER PLANS AND CIVIL PLANS. WIDTH VARIES, REFER TO l edr A d 1, PLANS , XML • Ili n MOTORIZED GATE w/ EMERGENCY ACCESS BOX , Redmond, WA ,� „•� 4$94 �Q ❑4 LANDSCAPE AREA - REFER TO LANDSCAPE PLANS . * OF ORS p'* 7A' ' * ErTi TRASH te RECYCLING ROVID R APPROVAL MEMO.�RE - PER PLANS; REFER TO 1/A1.10 FOR SOLID WASTE DISPOSAL COMPANY E ELECTRICAL TRANSFORMER & IN-GROUND VAULT 11 J W R �' H (� H W R Y 7 RELOCATED EXISTING HYDRANT - PER CIVIL DRAWINGS ei `i' ,7„i• ° ° .0 r ° P.O. Box 820 Sherwood, OR 97140 ❑ + ❑ ° a Phone: (503) 625-6177 Fax: (503) 625-6179 a N ° 8 NOT USED 9 0 ° E o o.N S .n 0_ , • ''` c ' ' (5 O-150'6.PE. N 5 7 O August i, 2016 U, „ ,..t_„ ,-, - 6 .,, ,, o, o Y 9 (3) BIKE BICYCLE-RACK ON C'-0” x 1C-0" CONCRETE PADA „ m • .o o a.t a ° v m `a E.52 „ ,, Q ].- �, 2N aH C O 10 EXIT DOOR LOCATION. PROVIDE LEVEL LANDING PER CIVIL DRANNGS. Q �' c T ° n-' ` a°a v 0- c Dirk McCulloch © cr, °• ° ” ` ° °' Magellan Architects 1.20 0 11 REFER TO CIVIL DRAWINGS FOR IMPROVEMENTS m . E`.E ..'_ 3 0 o n u T� p•` y Q� n a o f 158th ♦ O + 12 SON AT 84" ABOVE FINISHED FLOOR: "DO NOT ENTER"/"EXIT ONLY," PER NOTE ,-1.30 7,o o E o r,6 N o N o a„ 8383 158 Ave NE #280 _, a� ° Redmond, WA 98052 \ 12 _ - _ �'7 ❑ 12' WE X 6" HIGH CURB WITH r TOP EDGE BASE CHAMFER. CURB TO EXTEND MINIMUM a` ° ,,,z r,,, „`o i p m u v t N ° N 4 ��1 v - P 13 18• BELOW FINISHED GRADE. oN ›•-c � - E ° v 3 ',_°--•--,'°u I --•-• kms-. -.. .� ni- °.- '.deT v+. ar-- •V�. ss AI►. . .'+l:' � ,._--. °� ..•---°. _..�— T..-a.-°. as m a� � a, o ti Re: StorQuest Self Storage-Tigard — I Akre .e• �',;f4_::': . . �,. • •• . .• ��.•'• -• . 0 ����� . . r, �/ y4 0 © o 13 ° °L a o ° ' • -w r0 1, • • • - O `•« s0 �O SO C• w • .4 •� ` t L m u " m •� • �. + � A r-�� � E E '�lw�; I I !7 f►Ar.. r_lY1YN4C�I�1.iI�I`_ www.7►' >r/ii�•vA`Y:.IlIY• /�w14 !►wws .�i✓A..V,tib //moi J�ias: /�/iv rJ' ••'J. ��J�Ei:17•O 4 ,� -j �+�-+•.� m. O� ar �" a ai :•�j, I' XII- + 4 l 7� �r /44 w .2 *I �'� IF / �� vAr —!!Iy v i'1 dip ,� ` I r t a� m rrl/ o' r,,' �'a j��`..47 *n ,010eeh* j ,' ��� 1/ � � Y + � LT. - 00., � . . . ,„I�x�R I i.,w.i. i .D �� , ��/�• I/ ^'- Q >rta: oo >.� uv�.- o We have reviewed the site plan for the above mentioned project. According too my a-mail .,, I� I ti; - _q �� ©I �� 1► • :: �,, ./` / / I e©� r I o - E, E,.,- o v ° N o 3 '5 o aI � II' '•-` `:' .? �� A ,S/ ' - . !% \ + o v aaa�z --60:2F„ EQoran s with Dir the will be utilizing residential style roll carts for all garbage 34/410. : I -" :� ��5 � A.,1:�,_.� �„�,; ..on k, p� g �ya��� SII ..�;:�:� — - .�� - `i PROJECT DATA and recycling services. With this in mind,the size and location of the enclosure is adequate. `` ;� I ♦.`s :'+•s� 1;41.--WI - -- ''"� °� = �� -'1 7/J �I I 1 �7i�� �Yij/LW� © 4--4� �,© ',kr: {9, . 11 32'-10 1/8" i 'i�©t 10 .rt= �• �I , W oao CO CJ 0 If at anytime the customer chooses to use front-load containers for service,the enclosure size �� '- '8_ 12800 SW PACIFIC AVE a � �: SITE ADDRESS. �. would need to be modified. �� - Amra•,�1� '-�' / _::: - TIGARD, OREGON 97223 - ' ° n 4 , (113 f--0 (7) IS 2 "53 Z; If you have any questions, feel free to contact me. 4,i.7,.. , T- ��7-711i t LEASING "Nkt'c�.`0 1' LEGAL DESCRIPTION �C PARCEL• 2s1o2BDo1503; mmilw 4...: _ pr /� FREWING'S ORCHARD TRACTS LOt:1 1- `� X `� a Sincerely, • ! j OFFICE c. •••:: - , 14, . u_ a� - DAVIDSON ' S ' I. t FFE. 177.5 - ' �` ° x -"2- ,=,* WIN C a Kristin I.eichner .' v 1 5 1 ::::: �,�) s JURISDICTION: CITY OF TIGARD p4 a E A ,c, RESTAURANT ''� ? �Q+�{' ' 1 • - PROPERTY ZONING: C--G (COMMERCIAL - GENERAL) 01) Q Pride Disposal Co. I 3 (503) 625-6177 ' $ I kristinl ridedispasal.com j BASEMENT, / _ �- 0 �Y + €:' ::Io - l SITE AREA CALCULATIONS AND CONDITIONS COI 04 1 y/iftil 1' FFE :'•pis 0 ..0.; SITE AREA (ORIGINAL): 62,464 S.F. (1.43 ACRES) w H U (AT HATCH AREA) , * X47 ; w I' . i ' . co, + �� ' Q DEDICATION AREA: 3,381 S.F. \ .- _:■��>+ i 1 POST-•DEDICATION SITE AREA: 59,083 S.F. (1.36 ACRES) ' ' ��'� tea, °� �, MAX. IMPERVIOUS AREA 85�a 50,221 S.F. SII ❑ �-, �. 1 O _ , 1 1/ ice, -. A. z l © _. • ' PROPOSED IMPERVIOUS AREA: 49,967 S.F. (84.6%) ,�� StorQuest. SOLID WASTE PROVIDER APPROYAL + 0 II __ __ _ _ __ __ __ ____ __ __ __ __ _ __ __ __ __ _ __ __ __ __ _ _ __ __ __ _ __ __ __�_� � Y �:� ��• �+ PROPOSED LANDSCAPE AREA: 9,H6 S.F. (15.4%) SELF STORAGE 0 _I 11 _ 5'-31/4"' � r~V �s� LiJ 1 W I`g O 5' 3 1%4 `Li0 24 0" I", // • ;rte I— 18'-6" :10,4�ir\ i-- r1! •r '► II t < 0 1 lel Cf) d i,��A LiJ 'It .. rZ < �� o PROPOSED 3—STORY o/ PARTIAL BASEMENT, CLIMATE a N \ 0 LL • CONTROLLED SELF—STORAGE FACILITY °� �'' �� I. + I FIRST FLOOR , H Lu i.) IfTt 4- F0 0 0 \\ i (i) (.9I S� SLAB FFE: 177.5 © %' l/ �, 9 I� _� 1 • . ' ® 1.30 \i... % Li— < ° I (.' " 1 % —1 Et ill 0 �� �� t�� >!�""r� •,, ,; l /ii-7/14.--j I:I 1 7' CRITICAL AREAS DESIGNATION(S): NONE ON SITE• V! ell © ''i � ILI d:+�dilist. /II i 0 ,Y' ' I TREE RETENTION REQUIREMENTS: REFER TO LANDSCAPE PLANS 1( ) . rn W ii,. .z-- 'It 33'-9 3 8 "- -::: .0 ,, II # `i �j.+ I PARK NG RE UI'EMENTS & ALC A 0 S: z co 5007, / / `' \ .6 / ° : REFER TO CLEMOW & ASSOCIATES TRANSPORTATION ANALYSIS DATED 02-18-2016 JN. - WAY ��►....' .�. . , _ I ) _o! • / . 1 I I FOR PARKING INFORMATION 0ONE, . ���' ! I } LV �_ o �. ° r , 1't:-4 : I 1 BICYCLE PARKING REQUIREMENTS: ) IY VJ Q w F f 1� R48'-0" i > .23'-5 5/8" : '/ 1 + 1 1 I - BICYCLE RACK REQUIREMENT PER SECTION 18.765: t1 0 + • : t� %.7' `l L�• 4E1�• I I 1.0 PER 40 STORAGE UNITS: 806 STORAGE UNITS/40 - 20.15 x 1.0 - 20.15 - 20 0 cn C ti, - I ° I 10 Z i, 14 i'"• ,l' ;• :. - i + BICYCLE RACKS REQUIRED. } QCC_ ��a-o COVEREI I ,,' I . . i • • I LLI co Q �* REQ'D PROVIDED / 00 04 I 1\ +OAD/iINLM + .� am. ,G,+;••..° � `�•p�►� ::+ � _ I I 1 I — V, N F- 411 " r + AREA -� �;+, � �,le� ; I ally ■ • C f 1 Pji 44'-1 1/ _ latablibrealY : .. a o�� f I I - BIKE PARKING 20 3 ark " / /,•�, �` , _ _ F " 1 1 n •:�'':�o ;` :I •:�: ,», I I - I } a� � CAR !4 li -.•:.• II• h., �� = i - + , . I / REVISIONS ,1 * t. 4 €41,0..:: PROPOSED BICYCLE PARKING RATIO IS SUPPORTED BY THE CLEMOW & ASSOCIATES at% Jia *4, .4 ' 3 ..` C��' 1�! A C` LI `�yy 1 �� ° /. ° 1 4 * / TRANSPORTATION REPORT DATED 02-18-2016 AND, OPERATIONALLY, WILL BE MORE NO. DATE BY * p % 4111 r YY !1 J I I Q ,�! ,* 1 I I 1 THAN SUFFICIENT FOR THE PROPOSED FACILITY , *cr .,(• IT 1<; (2) $.5' x 20' PARALLEL SPACES 45-0' (4) 10' W. PARKING/LOADING 2q'_q� 1 3 �' i �"'� v.1 _ I - 1 12 28-16 PER ARCH. �� , , , , P. I I V' n I 1 t -06, tiiii, ip SPACES + 5 ACCESS A15LE 3 I 2.4' DEDICATION TD �j L I I /� 12-30-16 CITY COMMENTS # ��'� �' 4 e 1.30 ,j � *�'� I , , , I UJ SW 6lcKENZIE ST o I / \so 4, "*'-■ © 1 "o I + + iI I BUILDING SETBACKS: REQUIRED PROPOSEDa 4t4v •4r 4, # S �_ N �` - - = - - 02-19-17 VE REVISIONS O. _-- _ QUIRED 20' B. 011 - ONING 1 1 I It - 3 0 14 19�ip ,� 4141‘ 1�4 �,'.'!�"' 'ice• F' °°y / °�° 8 + 1. I I 1 NORTHWEST (SW PACIFIC) 0' 0' 2"' i 4 ,� �' ►�►,ras;.e��.,� y ►O•i ti-1.01,74'. 1 + NORTHEAST McKENZIE . '� " ► - .-!1'O�l�Oi' ::.�4 • r A N......#44,.. :: ..1- to �� I° I+ I _ I A I ( ) 0 13' 11 ► * •, _ 'sO01:4Ori,Ili`.C:100.11401:NIZA. iiA. s�ii��Ze�L�i�'0.iVil�tZ4C4�4�'a_4pori:��NI� e�0%,1�'�a`tti, N,4N14y .Si.4gaNNii,1.�41h��at iti4tNN:4'. .:♦�i�'sa'��lLTi.` Nkt. : , `► `; I SOUTHEAST 20' 45' 11b, % ♦ O IIC ,�► , ri «�w • mos mpg elli 1� �90;r USW" 111 P war Tv� '>r'l �,bt'a7 �`Pl"i0lw,l vi'ort 3,0 v4�r'r-•r v v • 9 �" I' z - I 6 .* 14;,3 b +�p iR¢a�Li4M�l��lad��(>I�.1111 Q>;�Ii.`���hll$dse(�I O,O.Q�il.`d�s�h�#�ds�h) �9.���F1.����la'�l�d4zETel�1� Q��[~�4'�*�l�d Da�Q Q..+ .iii.�ii�l3�i�xase+�4���1�P 4>F+��lda�a4.y� �l.��lr� 10 �Q4 % # • Oma M .- ..•• - h'N-2 . Mei CY:".C: . :+. I,A b �� SOUTHWEST 0' 32' 6"' ISSUE DATES .. G2 '� t O U ♦ `.� + + I I ._... -, "„J I -�_� LAND USE APPROVAL:2016-04-29 o • .■ . ''. '% + I BUILDING HEIGHT PER C-G ZONING: PERMIT SUBMITTAL: 2016-08-30 NEM. * 8 � ) ' Ab ''I' 1.30 ak -' - F MAX. ALLOWED BUILDING HEIGHT: 45' PERMIT RECEIVED: �' f` il. A1.20 6" 5'-6" 28'-0" * " PROPOSED BUILDING HEIGHT: 40' 6"' BID DOCS: 411. # *i 1I1�II��\§�� \\111',101 ��� k " n '40 %,� 4 . � il �s. ill. � >� 5'_q CONSTR. DOCS: ' 40 0 WALNUT PLACE APARTMENTS REFER TO SHEETS AO.20 AND A0.21 FOR BUILDING CODE SUMMARY * � 'i (R-25 ZONING) , Tigard lo 24"x36"SCALE: AS NOTED �lfsnuntuay � � � .�1 r'' . ti ,,,. - SITE PLAN NOTES PLOT DATE: 2017-02-19 441,. Xic •P CAD FILE: 15-133 A11 i, tIO* 4, 4" Ile +I8 A. EXISTING CONDITIONS WERE DERIVED FROM SURVEY DATED 12-10-15 BY CHASE, •c� JONES & ASSOCIATES INC. REFER TO COVER SHEET FOR ADDITIONAL SURVEYOR JOB NUMBER: 15-133 'S. �i "�I -1.5.ilk 41t. 1111, 1E111Ii INFORMATION. Ua 4, 4 � # AS d !, CHECKED: PAMC ( �, "Ilr B. ACCESSIBLE ROUTES OF TRAVEL NOT TO EXCEED 5% SLOPE IN THE DIRECTION OF DRAWN: DYM ■� �* TRAVEL AND 2% CROSS SLOPE. fAlk 0 STATUS: ISSUE FOR PERMIT C. THE GC IS RESPONSIBLE FOR PROCURING NECESSARY PERMITS, AS REQUIRED, FOR: FIRE HYDRANTS & WATER MAIN INSTALLAIIONS, SPRINKLER SYSTEM SUPPLY MAIN AND FDC, SPRINKLER SYSTEM, AUTOMATIC FIRE ALARM SYSTEM AND MONITORING SYSTEMS AS APPROPRIATE. ARCHITECTURAL SITE PLAN 0 VICINITY MAP SITE PLAN I+ SCALE: 1" = 20' A1 • 10 KEYNOTES ARe n10" DIAMETER BOLLARD WITH KEYPAD MOUNTED ON TOP. OSIM. 0 n PROVIDE KNOX BOX PER FIRE MARSHALL COORDINATION PLAN FOR GATE ed r A c7•14+1igs4 ACCESS. • i ,� k k k I f I NOT USED. rte' Redmond, WA (-.Q 5'-8' / S-4' / / k k k k 8 V k k k k k k k 4 6"SO. STND. METAL FENCE POST AT GATE OPENING. I 2'-3 7/8' / ® 1.20 OF og� / f n 6' HIGH METAL PICKET FENCE TYP. 1.30 rII— k k k k k k k k I i I / 14 k k k k k k k / I I I j k k k k k k k k 7 DETECTOR LOOP - FOR GATE OPERATION. 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L ROLLING GATE TRACKS: k k k k 1.20 �- LL ti 10 CATCH POST ROWNG GATE ELEVATION 0 I likINVERTED SM. ANGLE WITH "D X 4"L k kk $ TQP \\1/2" ® PACNLI kk ______ k k ,_ VERIFY OPERATOR STAND ( 1■ k k O� 1. 0 DIMENSIONS & CONFIGURAl1QN w/ I / ` '' / I '� OPERATOR MFR. / \ I V v /_ k k 1L _ _ _ _ ......) �_ 7 k k k k k k k k k 2 is k k k k k k k k k k k kau ` ` / IMMI fy / "�/����' A STAND ✓ GUIDE POST TOP W k k / k k k k k k k k k k k " k k k k OPLISATOR STAND OPERATOR S AND // �//�� 0 I k k k k k k k k k k k k k k k k k k k fl k k k k k k k k k k k k k k k PLAN ELEVATION / V J 8 r_ (Are),■ k k i- k kk kkkkkk kkkkkkk kkkk kk • TYP. BOLLARD Nf 6" GUIDE POST k k '1.20 /- >< k k k k k k k k k k k k kick-k k ,, ..L1:77---6" CATCH POST FENCE 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 k k k k k k is k .,i / 1111 1 , Ic 1c j- v k k k k k k 4 k k k k \ • I . „ I] Q i TIP. 6" BOLLARD: ALIGN FACE OF POST 1 I W co 3 -\ w/ CENTERLINE OF BOLLARD CHAIN = N • • J C9 N „�/,w, GATE OPERATOR = r- I ,� B ROWNG GATE PLAN I l i ,>�AP e Air INTERFACE JUNCTION BOXa (1) LI 0 Li U Z EXIT GATE PLAN ENLARGED ENTRY GATE PLAN " w ENLARGED PARKING SLIDING NG SECURITY GATE a 0 � o 3/16" = 1' 0" 3116" = 1'-0" 114" = 1'-0" O Cl) � 0 < • CAP:6" PVC BOLLARD COVER (i) Z r ~ �� BY "IDEAL SHIELD" KEYPAD AND BOLLARD • COLOR: PS ORANGE \ REVISIONS NO. DATE BY 6" DIA. STANDARD ZINC COATED STEEL PIPE ' CONDUIT TO BE STUBBED 0 42" \ — GATE FILLED WITH CONCRETE / — 12-28-16 PER ARCH. QN 1„. A 12-30-16 CITY COMMENTS 1- -\ a GATE `n AT ASPHALT PAVEMENTS AT CONCRETE PAVEMENT I = TYP. 4" WIDE Ifm a l o WHITE LINES 02-19-17 VE REVISIONS "' CONCRETE SLEEVE (PIER) CROWN CONCRETE AT BASE OF PIPE o TO STOP AT TOP OF BINDER o 4i GATE WHEEL ASSEMBLY L� COURSE EXPANSION JOINT ALL SIDES W/CONCRETE 'co ~ - \ 2" X 2" X 1/4" STEEL ■ i x 10" ID - SCHEDULE 40 STEEL PIPE, NOT o �. " SURFACE 2-Q SQ, PAVEMENT ONLY ;,� ¢ o CONT. W/ 5/$ X 6" LONG COURSE - m 1 TO EXCEED IO.5"OD (PRIMED AND PAINTED STUD ANCHOR ® 24" O.C. ISSUE DATES / CONCRETE PAVING Co '`' as BLACK) FILLED w/ CONCRETE TO 3'-0" -\ STUD - A AFTER PLACEMENT. CONDUIT IN PIPE IS LAND USE APPROVAL:2016-04-29 A - _ �If� a STUBBED UP ABOVE THE DASHED LINE. I�� Ilk p �II IJ_FEl�fl `-II kl�ll I I II - 1 PERMIT SUBMITTAL: 2016-0$-30 — PROVIDED BY BUILDING CONTRACTOR. S I 0 P _ � p 1ftlj l IIt tLEN= —)0,,ONCRETE 1_,— II— 4 MIFII -1.. =II mr I� ILII I �I n lT III—II II PERMIT RECEIVED: I1 1� 1 z _III a 1 � I --IIS BID DOCS: 4J z ASPHALT PAVI G a �i p PERMIT CONSTR. DOCS: m _III a ° III COMPACTED SUBGRADE PER SOILS REPORT a o Q 'W' =III I I' 4" MIN. COVER f 4 a N / CONC. FOOTING c_, �a _ 4 . 4/I -1 1 Q a L 24"x36"SCALE: AS NOTED 8 a -III — 12" `j a a PIPE EXTENDS 30" BELOW GRADE LEVEL p PLOT DATE: 2017-02-19 4' HIGH WHITEI/ �, i.?'"----' DIA, CONCRETE BASE �•, v r WITH CONCRETE 6" AROUND AND BELOW NOTE: 15-133 Al2 CAD FILE: _ _ PROVIDE WEEP HOLES IN =III 4 i ° `' .r THE PIPE. LETTERS p I I- / • .1 f TYP. STEEL ANGLE FOR SITE !OB NUMBER: 15-133 12'-0" TYP. CHECKED: PAMC "' :III 4 —I BLDG. CORNER • C \ WATER DRAINAGE. -I II // / / / / / =III a Q —1 \ f, 1'-6" DRAWN: OM 1 DYM _ BOLLARD " 1" CONCRETE BACK TO GATE OPERATOR 7 ,� II o a I I yr_o" a. a a PAD OR OFFICE. d STATUS: ISSUE FOR PERMIT : I 4 I • 1—r 1 1—I 1 1— I I- BOLLARD PLAN :III—II1=111=111=7. SITE DETAILS STEEL BOLLARD BOLLARD HEAD KEYPAD STAND STOP SIGN AT ENTRY GATE ROLLING GATE TRACK 9 10 . N.T.S. 3/4" = 1'-0" 3/8" = 1'-0" 314" = 1'-0" IL K L — IL k k k k k k km � j :e4k kk kkIL< T / 111 IL ''�► LI r �/ a 44 d ■ k6'-11-1/4" k kk k k ti9'_4°iL k Ved d (�r -1 ////--' v a — ° ° ° ° ° k k k IL IL tik Redman/ ° v/ 4 a / Ell ♦•♦•♦♦♦♦♦♦♦•♦•♦�•♦ ♦•�1♦♦•♦•♦4 q < " 4 . ° ° ° - d ° Al° ,dk k k k 489 ��Qi �:.♦ � e $ d ° a ° " • k k k k � e n : 4 ■ of / ( / C.I.P. CONC. WALL PER �,O♦�♦♦♦♦♦♦♦♦♦ •♦♦♦•♦♦•♦ •�♦•�^•♦•�♦•♦♦♦•��� 4 / /7/ ♦1�♦•♦�♦♦• A. /♦♦•♦�j� . ° a ° ° ° ° a a 4 ° L 1L k k k L / / STRUCTURAL. ♦�•• ♦ ♦♦ ♦��♦♦♦♦� d d ° " .1530 / ).4è44.,*X4 •♦♦♦♦♦♦♦�♦V•♦••♦•,�I�♦�� ad 4 °CHAMI-. CURB BEYOND / v / q ° y♦ � ♦♦••♦ ♦♦�►•♦I,♦�� C.I.P. CONC. ° ° " k k k / ♦♦�♦♦�O�♦�♦♦•♦•♦ •♦�� ♦••+�1�♦♦•♦♦♦ WALLS PER ° ° a, = ■ o a o :01"::..... . . o/ N % IiSTRUCTURAL. ° ° Ti� �I ,° e ° • . L k kk k� k .� q-` .- c _t c o_ odel ` ••� ♦♦VIi♦•..• ° d < O c. L.3 U 2 yOL ° ° awl]Q — .♦♦♦ ♦♦•, ° ° c d° ° ° ° ° ° ° ° a4 ° 4 ° a 'eq a ° = k ■ k k �Q k '1.30 fn a" m O c ") 2c O,to OX % r 4 Z NN cN CmOCm 3 HINGES MIN. PER ••♦♦•♦\� ♦•' •�PI�•�♦�♦ °GATE LEAF WELDED OR ♦•♦♦♦•� ♦♦, ♦� ♦♦•♦•♦ _ ° kkIL kkILo E - 0, a s o ° ,_-- IDCLAMPED TO POST AND ••♦♦♦•♦•��•♦♦ ♦ %� ♦•�♦�♦ ° •GATE FRAME. • �♦�•�♦N.� ♦i4 ♦♦♦♦••♦♦•♦ ° ° d♦ r r r r . . r . . r . A ° ° a • d O k k IL k >'u•0 3 yfl..s/ / fT n ° q`° a a_ ak k o -° u ° E ° 04m ,voE Q U y w N GI C . . _,., . 4 :' k- ie. k IL IL V 1 , /Alk -Flue: " ,<L° yU :•:� v ;( HSS PIPE STEEL GATE •♦••♦♦♦♦•�, 0 ....° ■ 1.30 `� L o �' 4 d k k k k. d 4 v v , I _ v N' ° I .� a al ° c / POST PER STRUCTURAL ��•������� k k 4 , e - a v 1 v ° o o Cr' o m m m m o� r .� v © . : m` d av v a o +j a d a, (FILL W/ CONC.) 1 I- FINISH GRADE _ ` k k k k r . o ° E 0.-�.o v N " o ° ,_ 1 • VARIES- REF. CIVIL P_ANS a k k k 7 5/8"L k 8'-11" 12'-4" k °1-'�' ° Id- o, 0 o z►' -- i 1 7 y I, Ir k k /, a L `!,, o� y S_c N o�� cvL aL \ ISI k k / m Ov ° TILL k IL a rr o o > ` L - 1 F „��i, ,, ii,i,� Ic k k k k k 1.30` U aa¢ Zo� � 3¢ as° na 1 22'-5" k k k k k k k k is 6 ! k k IL k IL IL k k k 14- „ • f' '1.30 FENCE PER 12/A1 30 (TTYPICQL). k k k k k k k k k k k IL k +� C '4, g U = k k k pp � C OQ U .� co E. L1-0 U= U V, III ei9 A B =MI E✓ t (3 >calE li 1 LcLD Fll TRASH ENCLOSURE GATE POST0 TRASH ENCLOSURE ELEVATION (4). TRASH ENCLOSURE PLAN WI . SCALE: 3" = 11-0" 112" = 1'-0" 11411-1'-0" � o ▪ co C131 ' C C J 2 M 4) o GD I— U 6" THICK CONCRETE FLOOR WI 6x6xW1.4/W1.4 WWM 0/ 4" LAYERGA COMPACTED ROCK BASE SLOPE FLOOR N METAL4 - DTE - FIN. COPING - SLOPE 1/8"/FT TO GATE OPENING, MEDIUM \ ' • TO INTERIOR. BASIS OF StOrQUeSt. BROOM FINISH HD 1" SECURITY CHAIN LINK. ■ •7,�I ; ;'•'�, , DESIGN: PAC-CLAD END OF TRASH ENCLOUSRE `� 0fii 0111",/,', `. WITH COATED BLACK VINYL •WALL7/''' ')/// 2 ,/ g�iI , � ' . / INFILL SLATS. ° PAC-TITS COPING SYSTEM. SELF 5 TO R AG E , // •i�1 ', PI 1 , ,1 g/ / VARIES PER PLAN / 6" SQ STEEL GATE POST �, ' '`'* i 01 ,/ , i l C.I.P. CONCRETE WALL - 15-0 MINIMUM. W C.I.P. CONCRETE WALL- ",'L~� �. ' Ill s//, f �� ill • 0� REINFORCE PER STRUCT. 1-1" AT PERIMETEROF ENCLOSURE SLAB BEYOND, TO MATCH r� jl ,�( so � s "° LL, C� i FTG PER METE BUILDING. r, . P.T. 4X6, LOCATE AS tic '/<4;/.4 ✓' / �s. 11'1; /,',, �� °j REQUIRED TO PREVENT r DETAIL PER < 0 A1.30. _ ,, 1 v I / 2" 6" 3" 2" 6' 0" / ' J r'i' 1, DUMPSTER IMPACT TO EJ / iv.t < // 7 6" GATE POST ,/' ' I III I• ,'I4 , ,,,, MASONRY. 2-#4 REBARS FILLED WITH \ -,.,, 101 I ►1I II PROVIDE COMMERCIAL 0 BUFFER PLANTINGS 1/8" /FT., 1 4" /FT. CONCRETE, PAINTED / 1� I 'll�i •' , I" ' GRADE GALVENIZED " Q LL PER LANDSCAPE - E. / i �� _ TO MATCH BUILDING. ' '/'' , ��I00(f (11� �, p ✓� CANE BOLTS. ° 1/2 PREMOLDED EXPANSION PLANS. jr- J r^ ✓ �I � f 1`; f01NTP FILLER. a ° I ° siiii � . . )• r . , ° CO 0 =III= b - •ItiI ' /' , , , 12"X12" CONCRETE CURB. .� -: " DRIVEWAY AND • I�-III-IL-�L1=III= /, 0f , , -. CURB PER CIVIL. 4 ASPHALT DRIVE FLASH TO -111A11-11ITI=11 •,0,/ ' oil i (�10 , , 0•,1/'` " � ;. . _ ..,...' . \ Ta-i F 111=I I1= I s 6 THICK CONCRETE SLAB. SEE :..j` ': CONC. �/,' I ' f' / 111 r ° ° STRUCT. FOR REINFORCING i J Q 6" THICK CONCRETE APRON W/ 6„ TOP OF SLAB I TOP OF SLAB . - -.. fl 6x6xW1.4/W1.4 WWM ©18"0.C. EW, 0/ ° \ V`, V�� V�i —I d 1 11 IST ° 3F- 7. )( ° _ __ r r r�pr,r l,„T,r o ,frxr_eror� tr_a�r r r ffmfof mse4F,e_,rr,,frf,_., ,r_�ws� _-ixera +rr�! d JII II II-il_It-II-II=11-llRlival Ile== ->n=n=,.=11=II=0=lI=II=C-11=i1=[=11=II=11-0=11=f1-11=11=E1-11=Il-1,=tl-11=tl=ll=fl="=tl=N=li=rt=il=11=1b11�11=1.=I=dcl cllcl=ll=II=IIOL==II=II=11-11-11-IWi1=11=.i=11=IP11=11=11 ” ° u71{---- -------°-------- -- ----- --------1-x-1=`---------------- . c 4" LAYER COMPACTED ROCK BASE. - — I—I�I-1�I— �1 � ° 11=11=114141=IWII=II=II--1�1ill =1$�1 I, tl.II I, 1 II I II ,1 II P 11 tl .I II 11 II ,1 11 II 11 II .1 li 11 ,I-11_I,_,I-,1-H-II-II-II-II 11 I 14 11 11 II 11 It p 1 II ,1 II R II II ,1 11 II 11 II II II II N II II 11 �h SLOPE SLAB 1/4"/FT. MEDIUM 1111=111=I�1=I�I • o • - - - -*-W-e, r��.A-���'- ° 3g° •• ? = 11=1,= 1�:1=11_II Will O 11=11 I_3�7II II 1311 II�I II 1 �' _ _ _ _ `� �'`""11,.14"- PIPE SLEEVE SET IN1-° < �' � 11- , IIS . BROOM FINISH �—IIIIIIIII—III — I •.. ° � 6" COMPACTED SUB-BASE. =111'=1�I111 .Y.+`��.r..��. 111=III=III=II# o ° - 1_11 I- I I I-1 � 1 - CONCRETE TO RECEIVE CANE "; `� I I I I r 6° � =` '� —I 11—I 11=1 I I=, - 1=111=111=1I1=111=111=111=111=111=111-;711= - ° or ° Il f II_IIgI 1l-II-,=p IF 1 C---------1"-2" III=111=111=11I •" — — 'III-III-1I1=111-1I1-111 — BOLT 4" LONG, EXTEND 1/4" — a "- ° (n DIA. CONC. FTG. W/ EMBEDDED =I I I=111-1 11,_-_, : -111-' ABOVE CONCRETE. o� ^� — I `�+ >- POST CENTERED =III-III-111= �I�=1 I I--1 I I--1 I!' °e •� ° I—I 11=!11=III-1 I I-11' 1i1"'-�° ° I r� -1 I I-1 11-1 I I. , :I 11-111-1 11 111—' _ ° I v 1 f 171 1 1--1 1 1 ENCASE PIPE WITH CONCRETE 11-111=111-111 " °. _ "' -111.=111=11 I= - a :111 -_-1111=--' AFTER PIPE IS SET. -1 ° ' - COMPACTED SUBGRADE. N =111-1111 • •,'� III' CONCRETE FOOTING SEE STRUCT. FOR 2 REINFORCING. W U Z Cern 1� 0 TRASH ENCLOSURE SLAB/APRON0 6 TRASH ENCLOSURE GATE TRASH ENCLOSURE SECTION FENCE & LANDSCAPE BUFFER SECTION LL 314" = 11-0" 1/2" = 1'-0" 1/2" = 1'-0" 318" = 1'-0" O 8 � o J LIiJi < co o � 6„ Z r- 1-- / / - CRIMPED SPEAR POINT REVISIONS �� Ill NO- DATE BY x T PICKETS TO EXTEND 6" ABOVE RAIL AND 12-28-16 PER ARCH. 4'-6" 6'-0" ,� — � / HAVE SPEAR POINTED ENDS 12-30-16 CITY COMMENTS / / , 4 THICK SLAB ON POWDER COATED LOOP TYPE `l / GRADE W/ MEDIUM BIKE RACK 10 A AA 1 5/8" SQ. TUBE STEEL FENCE RAILS. 3'-0" S-0" BROOM FINISH TO II �II' / " 02-19-17 VE REVISIONS ' / 'r MATCH ADJACENT ±4'-2' TOP UAND RE TBOTTO T OF VERT. RAILAL POSTS W/ . >if A.B. AT / SIDEWALK. n /////� � � I� � :z._ � ` � 0 1 . � ISSUE DATES 3/4" SQ. STEEL PICKETS AT 6" O.C. DO NOT LAND USE APPROVAL:2016-04-29 � L L - ENTER `.i PERMIT SUBMITTAL: 2016-08-30 PERMIT RECEIVED: IL IL I� -� 4 . —— 2 1/2" SQ. METAL POSTS AT 8 FT. O.C. MAX. BID DOCS: 10 I I \ ` EMBEDDED 3' INTO 12" DIAM. CONCRETE l� POSTSFOOTINGS. GAT GPROV DE 4" SQUARE METAL CONSTR. DOCS: • � L 1.30 �' �' � 1 1/2" ROUND GALVANIZED STEEL PIPE, N UNISTRUT, OR EQUAL, SET INTO MINIMUM 12"0 I ,� X 18" DEEP CONCRETE FOOTING. / �� TOP OF GRADE 24"x36"SCALE: AS NOTED \ NOTE: PL10 OT T DATE: 2017-02-19 1 n -iii\///,v , � ��, ��.'�����////,,, ',y,, � VERIFY MATERIAL SIZES W/ FENCE 15-133 Al2 j 1L V IL Hi .IL L. (1 SPECIFICATIONS. SIZES SHOWN ARE FOR CAD FILE: GUIDELINES ONLY. JOB NUMBER: 15-133 i V V Ir VJOI _� WELDEDNAND GROUND SMOOTHTS OF METAL FENCE BE FULLY CHECKED: PAMC / DRAWN: DYM/DA / ]. V V IL L COLOR: "SPANISH MOSS" (SHERWIN STATUS: ISSUE FOR PERMIT / , WILLIAMS #2070) OR "BLACK" . V / V IL v V V k SITE DETAILS I, 1/ V 9 ENLARGED PLAN BIKE RACK BIKE RACK ELEVATION EXIT ONLY/DO NOT ENTER SIGN TYPICAL FENCE DETAIL SCALE: 3/8" = 11-0" SCALE: 314" = 11-0" SCALE: 1 112" = 1'-0" SCALE: 1/4" = 1'-011 SECTION CONFIGURATION : D SYMBOL KEY ARc WALL TYPE TAG: INSULATION: C. �f edrA �i�N r 4-1 BRACE TO��/ \ / I I� 1 X I x I --1 1 1 NO INSULATION 10 STRUCTURE • Redmond, WA , 0° 1 a I ACOUSTICAL INSULATION NA 4894 • .-J w zo INSULATION aw- HARD LID CEILING LAY-IN CEILING •'W o w ¢ SECTION CONFIGURATION 1 1 tI THERMAL INSULATION OF Ogg • WHERE OCCURS WHERE OCCURS • Ow a r- D PLAN CONFIGURATION i I II o -1Q u y , W�CNNN•� NUI JiNCCEO OOJVO��,Qt N d41T7N�` TYPICAL WALL NOTESc Q�oC ° ,NQ SAi o _41 :O.) N ` CO-�.ti N� J � 7� JN a 3 °1� rn::Fp s a nF o O Tr 1 `� C 22 0 c c Q C? v 3y m c >- p 1. ALL INSULATION SHALL HAVE MAXIMUM FLAME SPREAD INDEX OF 25 AND MAXIMUM c E U ° 5 a 0 CO c> > o E" �_Ali (n SMOKE DEVELOPED INDEX OF 450 IN ACCORDANCE WITH OSSC 719.2 ; owNooc o ° N g o 13 '4-3 ' E To a= m '-- 0 a+ o f 2. PROVIDE NON-PAPER FACED, MOLD & MILDEW RESISTANT GYPSUM WALL BOARD AT 7 v ,- .- "b o 11AI I 1 181 1 I ICT 1 1 1 D I I I IEI IFI IGT 1HI IJ1 IKI � a° OCL - NOS a- : I I I II I I I I I ALL MOISTURE AND DAMPNESS PRONE AREAS. 3 a N 't', a C . .- . E N °2 o m5,.5 E EvaL3y 0,_:2 -, 3. STUD GAUGE AND SPACING SHALL BE PER BIDDER DESIGN AND SUBJECT TO REVIEW N `� ` -0 vJ Q� N J O+., U BY ARCHITECT, STRUCTURAL AND AHJ. © °2 N' E o a-8152 . "a 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 _ _.°' o a N a,e 0 N 4. FIRE RATING AND SOUND TRANSMISSION COEFFICIENTS ARE BASED UPON THE 7: ----'-q o (8 ,-s-3-- -E) ,,7 ,7:”. �t • - ASSEMBLIES SHOWN WITHOUT INSULATION, UNLESS NOTED OTHERWISE. 0 Q a Q z o ._ <" a a U 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. o COM Ln c a p 6. ACOUSTIC SEALANT SHALL CONFORM TO ASTM C919-02. C I I C U a .0,--.-- PARTITION : NON-RATED (EXTERIOR WALL: 2 HOUR RATED UL DESIGN U42 EXTERIOR WALL: NON RATED SHAFT WALL: 2 HR RATED UL DESIGN U415 (SYSTEM B) FURRING: NON-RATED 7. SEPARATE BACK TO BACK ELECTRICAL OR OTHER UTILITY BOXES BY AT LEAST ONE STUD BAY IN SINGLE STUD WALLS AND TWO STUD BAYS IN STAGGERED STUD OR U a1^.:11 o 38 STC (ESTIMATED "' `" " DOUBLE STUD WALL ASSEMBLIES. W 2 v c`u a ,./. PARTITION SYSTEMS METAL LINER �' c � F" � cu x ca PANEL - WHERE OCCURS , r' \ 8. SEAL ALL DUCT, CONDUIT OR PIPING PENETRATIONS THROUGH ACOUSTICALLY RATED a o t i- 11::--- o. CONSTRUCTION TO PREVENT DIRECT CONTACT USING RESILIENT NON-HARDENING x z I I%- Ems--5 $" GWB. (ALT. 1/2" PLYWOOD -� 1" GLASS MAT GWB SHAFT RIGID INSULATION AS NOTED CAULK. USE FIRE-RATED ACOUSTICAL CAULK IN FIRE-RATED CONSTRUCTION. WI U c o o E 2 ' i_ 5/8" GWB. (ALT. 1/2" PLYWOOD EXTERIOR TYPE 'X' GYPSUM SH • INC L / LINER / ► c� Lo r I;= co RISER ROOM) ` 'i 5/8" GWB 9. REFER TO PLUMBING DRAWINGS AND SPECIFICATIONS FOR VIBRATION ISOLATION Q ,c, ,:,as , o ® RISER & ELECTRICAL ROOM) I -Al I. i; A / (2) LAYERS WHERE PART OF 2-HOUR REQUIREMENTS IN AREAS WHERE PLUMBING RUNS IN PROXIMITY TO NOISE-SENSITIVEco 0 w (2) LAYERS 1/2" TYPE 'X' ► t' 5/8" GWB I t <, (2) LAYERS OF 5/8" TYPE ' GWB EA. SIDE N W / ASSEMBLY SPACES. ClCO N ( co , . STUD PER SCHEDULE +� METAL STUD o I, STUDS PER SCHEDULE E C-H STUD STUD PER SCHEDULE 10. STAGGER ALL JOINTS WHENEVER TWO OR MORE LAYERS OF GWB ARE SCHEDULED. ° o , _ ` , ,:i VAPOR BARE I` a i / `4 MOISTURE BARRIER PER SCHEDULE 11. SECURE BATT INSULATION TO THE STRUCTURE AS REQUIRED TO PREVENT SAGGING2 W .- INSULATION AS NOTED z O INSULATION IF NOTED INSULAT' �/ ,ED I �' i INSULAT -D INSULATION IF NOTED OR DISPLACEMENT. I _ T \/ y WEATHER RESISTIVE BARRIER V01"- 12. CONFORM STRICTLY TO TESTING AGENCY ASSEMBLY DESIGNATION REQUIREMENTS i i ,IVE BARRIER ADJACENT WALL ASSEMBLY 4 I - I 1 PARTITION SYSTEMS METAL LINER I� -PP ,TEMS METAL LINER PANEL - NOTED FOR ALL RATED WALL TYPES. I C' _rt ELEVATIONS AND J r_:�:_ PER SEPARATE WALL TYPE • PANEL - WHERE OCCURS i , �, I ,URS (OR) FINISH PER SCHED. r i StorQuest. i 13. METAL LINER PANEL BY M.B.S. THROUGHOUT STORAGE AND ELEVATOR LOBBY AREAS, �� PROVIDE BACKING AS REQUIRED. REFER TO METAL PARTITION SYSTEM DRAWINGS SELF STORAGE 43 MIL (MIS O .EEL SIU: 0 16" O.C. W/ R-19 ( 33 MIL x 4"+0k T-WALL 1 D ® 24" O.C. W/ R-13 BATT 3-5/8" STEEL STUDS © 16" O.C. W/ R-13 BATT INSUL; 2" . , 1121 1 I 3-5/8" METAL STUD 16" O.C. W/ R-13 BATT INSUL 1941 1 I BATT IN` 1411 I I 6" METAL STUDS ® 16" O.C. W/ R-19 BATT INSUL I) 511 1 14ALL GYPSUM BOARD PARTITIONS SHALL BE TAPEDSPACKLED AND SANDED SMOOTH INSUL 1611 1 I R-10.0 (MIN.} RIGID FOAM EXTERIOR INSULATION W 33 MIL x .' , SHAFT-WALL STUD t, 24" O.C. W/ R-19 BATT 6" STEEL STUDS ® 16" 0.C. W/ R-13 BATT INSUL; 2" R-10.0 W1H NO VISIBLE JOINTS. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR 1131 1 I 6" METAL STUD c. 16" O.C. W/ R-19 BATT INSUL 1x51 I I 43BAMIL fyiN., x 8" STEEL STUDS @ 1. ' O.C. W/ R-19 521 1 I INSUL 1621 1 I (MIN.) RIGID FOAM EXTERIOR INSULATION ADJOINING SURFACES WHERE REQUIRED. ALL SURFACES SHALL BE ALIGNED. r n 'i 15. PROVIDE 18 GA. BACKING/BLOCKING BEHIND ALL FIXTURES AND ACCESSORIES - TYPICAL, U.O.N. < U 16. "WEATHER RESISTIVE BARRIER", WRB," "MOISTURE BARRIER" AND "VAPOR BARRIER" 1Y SHALL REFER TO VAPRO-SHETLD 'WRAP-SHIELD IT' OR APPROVED EQUAL. REFER TO O �` CO ENTS: REFER TO STRUCTURAL DRAWINGS FOR SHEATHING 2 COMMENTS: REFER TO STRUCTURAL DRAWINGS FOR SHEATHING SHEET A8.50 FOR AIR BARRIER INSTALLATION REQUIREMENTS. REQUIREMENTS AT SHEAR WALL ELEMENTS REQUIREMENTS AT SHEAR WALL ELEMENTS 1 in 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 LL < FIRE-RATING PER IBC TABLE 721.1(2), 4-1.1 J PER SCHEDULE x y .I PARTITION SYSTEMS METAL LINER LTJ PANEL - WHERE OCCURS 1 j O . E 1" LAYER OF RIGID INSULATION � . V �:I v _: f '- ARCH. METAL CLADDING PER ELEVATIONS EXTERIOR TYPE 'X' GYPSUM SHEATHING -t" }I • • FURRING CHANNEL PER (/'► VJ a ' '7/8" HAT CHANNEL PER M.B.S. i SCHEDULE �n r a° ° o '�� WEATHER RESISTIVE BARRIER ( (2) LAYERS OF 5/8" TYPE 'X' GWB EA. SIDE "+ I - of i �� % RIGID INSULATION AS NOTED LLfi,,,)otx. - � , STUDS PER SCHEDULEMETAL STUD W Nov _; STUDS PER SCHEDULE 4 4i (7 N I- _ I_!, i VAPOR BARRIER = rn INSULATION AS NOTED x INSULATION AS NOTED��� j •p ~ ' i INTERIOR METAL LINER PANEL W U Z ,� i INSULATION AS NOTED 2 PER M.B.S. 0 1111"- ' a L- AP -INTERIOR METAL LINER PANEL , �� O rr_ Al 1 PER M.B.S. (WHERE OCCURS) 2 ' j ! ( J CD " r 1; 1 i j ADJACENT WALL ASSEMBLY Q w 5/8 GWB. i_ ii}O __ <; i I�^ PER SEPARATE WALL TYPE 11 G r I 0 8 THICK C.I.P. CONC. WALL PER STRUCTURAL - 4 6" METAL STUDS 16" O.C. W/ R-19 BATT INSUL W/ 1 (R5.6) 43 MIL (MIN.) x 6" STEEL STUDS ® 16" O.C. W/ R-191.5" Z-FURRING c 24" 0/C WITH 1.5" (R7.5) RIGID FOAM ill Q 1491 1 1 3 5/8" STUDS AT 16" O/C WITH 3 1/2" ACOUSTIC BATTS 1 811 I I HOUR RATED CO 7" THICKNESS 1421 1 I RIGID FOAM INSULATION. 1961 1 I BATT INSUL; 1631 1 1 INSULATION. 0000 0 CO Z NrI.-' 1821 1 I 10" THICK C.I.P. CONC. WALL PER STRUCTURAL 1831 I 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 n 12--30--16 CITY COMMENTS TO ELEVATIONS FOR FINISH TYPE; PROVIDE SACK FINISH U.O.N. REQUIREMENTS AT SHEAR WALL ELEMENTS A C V U WALL: FIRE-RATING PER IBC TABLE 721.1(2) . 0 ISSUE DATES e LAND USE APPROVAL:2016-04-29 PERMIT SUBMITTAL: 2016-08-30 a a4 d ( CMU - FINISH AS SCHEDULED PERMIT RECEIVED: BID DOCS: Q4 4 , GROUT & REINFORCING PER STRUCTURAL CONSTR. DOCS: A a 4 24"x36"SCALE: AS NOTED PLOT DATE: 2016-12-30 . 4 CAD FILE: 15-133-.A20 JOB NUMBER: 15-133 8" NOMINAL CMU - 3 HOUR RATED (MIN. 4'-0" CHECKED: PAMC 1711 1 I 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 000406 l) 9 ®:$ 19 0 14 16411 0 0 e 11 (:I 8 19 20 ØØ ,s..<1-14 210.-0" �' • 10'-0" TrC. edr Ad g.s 6Cs--) I I I I I I I I IB I 1 Ali I I I # WEST Am I I I I 1 • • U.O.N.USTAIR Redmond, WA , •• C.94 10 •3.20 10 B03 44.20 � 4894 � •5.30 s1 A OF Ogg CA)--\—'` _ - I - I - I - I - I t I —I I L ( 63 A t, • .. i . . . . • - . - I - - q i ,- : . , • i 7 iff ,, uo -n noa°i � E o:::-,E0-::: c :6%1. vQ 1 10x10 10x10 10x10 10x10 10x10 ' °' 'mOO N .. N �_6. O O y O.0a °Oc 7,-6-8 O � 1 • � � v� m m o-�- �''- � � B T - I] I 1 - I I ]- I 1 - , _ . — - -1 11- - - � =—Zs-=�s----.11 - - - ® �Ew �,�mo0 ` � „� � i 01 cn �Nr o�c_mo � oaQ � c c o -- U p 5x10 1 I '.4 '2 ° a ` I:-,A)ar ° c 1 !� �`� O m EL' ron 0 u c o a �" 0 ,, fZ - - S- -i IL �Ii- � L=am L- �€ o n I 5x10 5x5 I 15x5 1 5x5 5x5 15x5 I I x5 • U T,..,..Ac...., �_ I ET°o - 0 _ ] - , 1 . • r 10x1 1 I IQ° ° ° o T- 51 I - - I - — o c c c 3v o a . , I L I 0 I x5 3 li. E.y ,- g5ivZ r , o N +o' c'A.F.F. 3 — — I 110x10 XII 11 I 10x10 I — — —• N,.-.°°E U �� °- U ® Ets g `o aoa° N_ IIIV T.O. SLAB ° 1 X5 ' - IJ SLI J L IU waa � o �.OpooLopa • d ° " o ° o °,�2 N"=D ot o v ° > > o ro D — — ] 1 — I— — 10x151 — 1-1 — f hp oLII o11 11 1 F I i 10x10 Loi 1 10x10 10x10 I I 10x15 CO LooC rx cN os c4, 8 -J CED — — — — — — 10x15 — � I J L 1J L J 5 2 0 co Hcno - _ I I I I I T I v �; a'�, le N L 1 oil 11 II 1 81 A - w (2Q - - - - - - - 1 10x10 � i i 1 10x10 10x10 I I I I 10x15 �,� 63AI t • f I. o � m J L �J L Jx ) '� •0 _ _ _ i n r — -- - ... 10x15- - H - - --- -- - - coC1)1 U o © i 1 1 1 1 1 1 1 I LI I� o rl I I rl I� �; o +o' o"A.F F. - - - - - - - I 10x10 ; I I I 1 10x10 10x10 I I I I 10x15 CO 0 © TO. SLAE 81 A - I SII II II II 00 N t �.- II J J (1131cil - - lb T G - -- - - - - - - A t 10x1 1I _ - - - � - -- - - - -10'4"A.F.F. 2 Co I- 0 I I I 1 I ,...- - s - -.,„ I I LI © T.O. BASEMENTSLAB I 1 • i - II I 5 5 ,L - , 1oX15 PLAN NOTES 0 A I 5x10 5x51 15x5I5x5 5x515x5 J 4.10 4 j • AFi �] r Stor�uest. IpIA. DO NOT SCALE DWGS, WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS SHALL BE SELF 5TORAGE 20 1 � I I _ L I 10x10 x 1 I l 1 10X10 10X10 1 1 1 1 1 0X1 5 AS SHOWN ON PARTITION PLAN. IN CASE OF CONFLICT NOTIFY ARCHITECT. PARTITION f- , I I I I I PLAN BY ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS. J L I J L LJ B. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND SANDED SMOOTH WITH 11J .CM, _ - - - - - - - - - - - -- '4 J ) NO VISIBLE JOINTS. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING J I I i r I� �_J SURFACES WHERE REQUIRED. ALL SURFACES SHALL BE ALIGNED. 0 mwImi © I I I I - — — — — — - I I 10x10 o I I I I 10x10 0 i 10x10 I I I I 1.4 9 0x1 5 AI C. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GWB TO FINISH FACE OF GWS < t 1 3.20 r I 1 I I I 1 1 I •3.10 UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED 'CLEAR" OR "CLR" SHALL BE V a — - - - - - H_thcii 1 J L J - L J / MAINTAINED AND SHALL ALLOW FOR THICKNESSES OF ALL WALL FINISHES. U.O.N. rI 0 - I� 1 D. DIMENSIONS MARKED f MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES 0 Ls LI � � p f I I i 5X10 I� 5 30 FROM INDICATED DIMENSION, U.O.N. VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE 1 WITH THE ARCHITECT. SECURE ARCHITECT'S APPROVAL. 1 I = - - - - - -rI I I i 10x10 � _ E�- _ 1�x W I rp----7---,7 601 I I I 5x 1 �I I E NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCATION(S) I 14L.1 L �J OF NEW CONSTRUCTION. UPON COMPLETION OF PARTITION LAYOUT, NOTIFY ARCHITECT. r 0 - - - - 1 Gx1 I� 1 1 - - L 1 VERIFICATION OF THE LAYOUT TO BE PROVIDED BY THE ARCHITECT PRIOR TO PARTITION V J '� L � �/ INSTALLATION. L r1 j 1 O I o 1 1 5x10 LL F. REFER TO SHEET A0.10 FOR ADDITIONAL NOTES, LEGENDS, SYMBOLS, ABBREVIATIONS, AND FE I I I { I � I`r? I I SCHEDULES. =' r r f- - W 0 _ ____ - - - - - 10x15 I� NORTH 1 I E % - ��� - - - �N1 1 G. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB, U.O.N. 0 1 1=LEVATO ri I _ L = •C ,_ lx I 15x5 I 5x5 5x5 I 1 I ,` H. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. H ..�." bu. ! I I -�-- I. MODIFY EXISTING SUBSTRATE AS REQUIRED TO RECEIVE NEW FLOORING MATERIALS, THUS 1 1 I r l _ �� 1 I PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS. rn V� I Q - - - - - - I� -�-- - J - - J - - —Z- - I I STAIR- - J. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE. = N Q ] I �. h-, , / 0 w ' K. REFER TO MILLWORK SHOP DWGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN ' J +0'-i)"A.F.F. L �''� I ` S ,-� B02 = c� _O TO. SLAB I . - DRYWALL/MILLWORK CONDITIONS. Lu-1 U Z 1 / \ 1 1 1 1 1 ri I I x o O I o ��, � _ - - �...� I L. ALL EXISTING AND NEW FLOOR PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND 0 LI O O - - ] - - - � �, - I� I , -0 N X O SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES. C� Q w I I i O O -4::>::)< M. ALL MILLWORK TO BE FASTENED TO NE PARTITION. PROVIDE NON-COMBUSTIBLE BLOCKING a 0 L I , FOR ALL MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 4'-O' HT. ALL CONCEALED ?j LUMBER k BLOCKING TO BE FIRE TREATED. 0 co ci A I I N. GC TO PROVIDE SHOP DWGS FOR CASEWORK. cL I l+ o Q P1 1cp !'' [I81 ; I :IICO ZJ I63I A t • O. REFER TO 5 A9.30 FOR TYPICAL MOUNTING HEIGHTS. �+* �- 3 iI I ' _ _ WALL LEGEND REVISIONS Ii I I I 1 I — __ I _ I • I - © N0. DATE BY ® - - - I y� •4.2O A 12-28-16 PER ARCH. ALL WALL TYPES TO BE TYPE 1421 A I t I U.N.O. - REF. SHEET A2.00 +0'-0"A.F.F. I 12-30-16 CITY COMMENTS 3.30 T.O. SLAB X x WALL TYPE TAG: REFER TO SHEET A2A0 FOR WALL TYPES II I # I I ORIENTATION AND CONFIGURATIONS �3 02-19-17 VE REVISIONS C - - I - - I f - I - 1___ L - I _ I — - 1 - I 1 R /4\ I INSULATION I I SECTION CONFIGURATION I PLAN CONFIGURATION /a\ ISSUE DATES — I — 1 — I --- I — — I — i I — I I -- — I I — 1 -- — — FEC FIRE EXTINGUISHER (2A-10BC) © LAND USE APPROVAL:2011?-04-29 S I 1 C 1 1 CI 1i ! IN SEMI-RECESSED CABINET PER DETAIL .9.30 / I , CABINET BY METAL BUILDING SUPPLIER PERMIT SUBMITTAL: 2016-08-30 FE FIRE EXTINGUISHER (2A--106C) IN SURFACE PERMIT RECEIVED: m IM MOUNTED BRACKET BID DOCS: C I I I I I I I I I 1 I i I I I I 110 CONSTR. DOCS: 24"x36"SCALE: 3132"=1' to ® © d D PLOT DATE: 2017-02-19 I I I I I I '' 10 I I I •833 I I '3'10 I 1 •4.20 I I I '4.20 I I LEGEND NOTES: CAD FILE: 15-133_A21 1. PROVIDE WATER RESISTANT GM IN ALL WET AREAS, AND BLOCKING BEHIND ALL FIXTURES. JOB NUMBER; 15-133 2. FURNITURE SHOWN ON PLAN IS FOR REFERENCE PURPOSES, ONLY AND IS NOT CHECKED: PAMC 0 0 4 0 6 10 11 4111) (14) ® 16 18 19 20 411) IN CONTRACT. U.O.N. DRAWN: DYM/DA STATUS: ISSUE FOR PERMIT BASEMENT FLOOR PLAN & BASEMENT FLOOR PLAN & ARCHITECTURAL FIRST FLOOR SLAB PLAN ARCH. 1stFLRSLAB PLAN ,.. SCALE: 3/32 = I-0" . KEY NOTES Ooo 0 111111 ict i © 6 O 8 9 10 0 ® ® 14 ® 160 18 19 20 0 ® (S... ) e41. 21O'-O" 0 LI XTURE PER ELECTRICAL (DEFERRED SUBMITTAL) ti� ' � � " � ([II NOTUSED10'-0" TYP I I I Ib. I I I I I I WEST I I I I 'r . ) ® 0 STAIRAsk Redmond, WA , . •8.10 •-110 3.20 m 103 i.4.20 e ,-.11,1„.. 4894 Q 5.30 e �� 63 A t C' OF Og �- II I i' n 71 A /� ', �, - , - D ,y „ 1, 1'•\f!,!y Thi \ _\Tf }.,,,,.,,,. _FA.........................,,,,,,..,,.,.,,,.,.,.,,.,.1,, i! Ir, ,,„i „y,�,y,y„ ,.,,yr 1 ,!' 5�.,...,.....,,,.,... . _ .,.„-.,..,,..,,... ,..,,.,.,.,,,,,,,,P:&! - I - _ A 1 1 , LI c_, (u 03 0 -ta oi ci,' -Z,C C CU <1.) 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PARTITION _1 [\\ \\\ \\ \\1\1\\ CI\ V I r 1 1 I 10x20 PLAN BY ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS. 1 15x5 5x5 I 138 F I x5 _ _ __ _ _ _ 5x W I Jii - I - I F- --T r F r - - F- - - r - - J B. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND SANDED SMOOTH WITH - - - I �-I� - - 1- - - 1� - _ - - t J J NO VISIBLE JOINTS. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING ooJ I CART I 1 i �/ Al 1 SURFACES WHERE REQUIRED. ALL SURFACES SHALL BE ALIGNED. 0 © I STORAGE-r_ - - - - _ _ I - - I - - I I - I - - 1 C. ALL PAR11TlON5 ARE DIMENSIONED FROM FINISH FACE OF GWB TO FINISH FACE OF GWB < 0 3.20 - - - -- - - - - I - - --J L _ J L - -J L_- - I -r_-_ _J L__ -J I - - 1 I 1 D 2D •3.10 UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED 'CLEAR' OR 'CLR" SHALL BE 5x10 �- - - - - - L - -� i I O O I I 5x I J MAINTAINED AND SHALL ALLOW FOR THICKNESSES OF ALL WALL FINISHES. U.O.N. IY © � -1 - - - - 1 - - I 1 LC) LO - - I-CD - 7n 1 1 +0X1 0 - -Ln �K I D. DIMENSIONS MARKED ± MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES O IL 6 r i o o O O I x x x x I x x 1 2 FROM INDICATED DIMENSION, U.O.N. VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE 71-4" 2'-8" T-4" 5.20 I .- N N N N , O O O O L O O o I I . .30 . RISER MTH THE ARCHITECT. SECURE ARCHITECT'S APPROVAL. x x x x _ - - - � �- , , " 1 10x10 - _ I I I I � 1I 11 E 1020 ROOM W 1'-4 1 4 I --f O O O o 1 7 r I I - - - E. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCATION(S) �n L i 1 1 1 I a I 17.5X1 D L „ „ 110 l�� OF NEW CONSTRUCTION. UPON COMPLETION OF PARTITION LAYOUT, NOTIFY ARCHITECT. V/ L - /i, i i I x - - I 1 x I .o Lq al/ L VERIFICATION OF THE LAYOUT TO BE PROVIDED BY THE ARCHITECT PRIOR TO PARTITION v �S ;r 1/ I $`� 1 INSTALLATION. ��V //� r IJ IJ LI i s , I of 1 I a 1 Q 4 1 O 2O - - - - - - - - - - - - - - - - - ' NORTH F. REFER TO SHEET A0.10 FOR ADDITIONAL NOTES, LEGENDS, SYMBOLS, ABBREVIATIONS, AND J [2 �l!/� � /i ♦ x I LO �r7 �n r 1 i I Lc) 1 I I ,,,,,,,,,,,,,,,,, I STAIR SCHEDULES. 7. LIJ �71IA � - f L o I c--) 0 0 0 0 (=',.._ I :I c s I o 0 1 1 - - 102 M - - Ai - I I - - - I y NORTH T $, � z - G. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB, U.O.N. 0 -- I I 10X10 10x14 10x10- 10x10 f I , , 1 I I LEVATo� g I '4 a � CO 63I A I t I 51M. r I i c 5X ( 1 a I H. 'ALIGN' MEANS To ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. r �' 1 Ok2D - `� - - - ^ r - - - - I I.I I. MODIFY EXISTING SUBSTRATE AS REQUIRED TO RECEIVE NEW FLOORING MATERIALS, THUS 1,!) >_ 1---- //r/I I I I I I I I I I © ELEVATOR I I tI PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS. I Q oO• L - f" _ I I 1 �?� LOBBY I I _ ~ - 101 - L- - __-__I L_ - - _J L- - - J i_ - - L- - - _1 _ - - J 1_ - - J L - - 104 L -4 -J � -__ : N J. ALL WORK SHALL Bf ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE. i I I = c� N... r-- �/ LL.1 c� p O I I ui 5X 1 L-- 1.71---A, + j •��_ �/ ,!,I 109 K. REFER TO MILLWORK SHOP DWGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN I 40,1PAo 1 I 1 I I 1 I 1DX1D - '.l' � 1 DRYWALL/MILLWORK CONDITIONS. W U_ Z t / 10x120 I x (� x I Ito I I � 10x12.5 �- � i I o I c ,. . ... �: I I I I I x x 1 ~ 1 5X I I _ L. ALL EXISTING AND NEW FLOOR PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND CC (f) L� O L 0 0 0 0 o o L u) 03 ? � - N N N N N - N - -_ 8.90 - I �+ �� SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES. 5 O (0) - I , - - X -- Ni x ..: r--� --rr-rr,-w� *_ �� >: -1r .r - O W / o O o �- -� o o ili714:11 a I I �, Ct Q IY �� r I1 p r �' 1 5x U 1 I r - lk4-- i , 1 106 M. RFORIALL MILLWORKLLWORK TO S OT SUPPORTED BYFASTENED TO THE PFLOOR OR ABDVE 4'TITION. PROVIDE NONHTOMALL CONCEAL DBUSTIBLE KING aO ��G��, 10�.2D I f I x 1 H1I , �__ f�' ` �� \ "" 1�JX1 II r 1108 LUMBER & BLOCKING TO BE FIRE TREATED. O CO ❑ .✓�//J./�//.//l//�//: I I 1 1 �� 104A 1 i 1 ,.� p IY ` 1- Ill �% r J 1 \ 1 �' I - N. GC TD PROVIDE SHOP DWGS FOR CASEWORK. cn • r 1;1) - 1c u, d iy ,, U 1 - - © - - P CV - �_� _- y 1 I • 1 I 0. REFER TO 5/A9.30 FOR TYPICAL MOUNTING HEIGHTS. �+/ r F- 1--.A,,, I 1 J I I I ELECTRICAL 63171 IIA t L---J "'� 1 �° 1 10x20 I II 10x20 Roots 4 � I I I I I I A5�.40 I 113 ' 11 I I WALL LEGEND N0. DATE VISIONS BY - _ - - - D.S! I 1 3'-4" 18' 0" 2'-C 1 I LEASING f 4.20 12-28- 16 PER ARCH. ^TJ I � / ,r� � ,- I I �, OFFICE I ALL WALL TYPES TO BE TYPE 1421 A I t I U.N.O. - REF. SHEET A2.00 A 1 -30-36 CITY COMMENTS SOUTH !-J L_�- 10x15 I © 105 I - - STAkR I 3.30 r -4" 10'-0" • r 2 6 176131 A 113' I I ' I X X WALL TYPE TAG: REFER TO SHEET A2.00 FOR WALL TYPES 02 19 17 VE REVISIONS 5 1101 ,f ORIENTATION AND CONFlGURAli0N5 R - f -..=_J 1 A I t I L I I I I _ ___23'-4'1_ - I I ,�` I - R ✓4\ - d.' ® r INSULATION X X I O o I 1 / SECTION CONFIGURATION I0x25 I -\ PLAN CONFIGURATION 6 ISSUE DATES -$ v I I I I I I I I I FEC FIRE EXTINGUISHER (2A-10BC) AghLAND USE APPROVAL:2016-04-29 111B 1 I. el III] IN SEMI-RECESSED CABINET PER DETAIL '9.30 0 I I. 7 CABINET BY METAL BUILDING SUPPLIER PERMIT SUBMITTAL: 2016-08-30 Allik / " \ �� `1- /� FE FIRE EXTINGUISHER (2A-10BC) IN SURFACE PERMIT RECEIVED: 1 1 CM MOUNTED BRACKET BID DOCS: - I I 1 I I l k I I / O CONSTR. DOCS: I 1&2 24"x36"SCALE: 3132"=1` tk C 5.10 D PLOT DATE: 2017-02-19 I © I I f " $" 1TZ 10 I I 833 I I 3.10 1 4.20 I I I 4.20 I I LEGEND NOTES: CAD FILE: 15-133_A21 20'-0 `a 3'-4" 16'-0" 5'-O" 5-0"/ 1. PROVIDE WATER RESISTANT GM IN ALL WET AREAS, AND BLOCKING BEHIND ALL . q • FIXTURES. JOB NUMBER: 15-133 0 2. FURNITURE SHOWN ON PLAN IS FOR REFERENCE PURPOSES, ONLY AND IS NOT CHECKED: PAMC © 4111 4 CI c-- / 8 1 0 0 ® 4 0 160 $ 19 200 0 IN CONTRACT. U.O.N. DRAWN: I]YMIDA STATUS: ISSUE FOR PERMIT FIRST FLOOR PLAN LEVEL 1 FLOOR PLAN *+ , . , . SCALE: 3132 = 1 --Q ■ KEY NOTES � 0 0 0 4 0 6 0 8 c--9) 10--) 14 16 18 19 200 0 - - - c.�� �' 210'-0" } El NOT USED / `� 44 5'-0" 5'-0" 5-0" 5-0" 5'-0" 5'--0" 5'-0" 5-0" ed de�}IN� I I 1 I -r '' 1- / '' 1 1 I .,. / ;, 10-o TYP 0 1 I I I 1 I I I 'I U.O.N. i • • 10 .20 {\A4.20 Redmond,89WA Q © i ��o TV. U.O.N. IMP 0 6 OF 0 r - AIN 1 I42IAI t I r - •:.10 ® \ - - I I . .... TYP - I - - A r _ _ I ( I K .r t� e� J 741T N N n 4, O O o ` O O O o O O o o � I o O a. O O J .!2 v � EOO!. °w r Q 1 X X .- X X X X X X X X X X X X X N �� ill ? 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I 10x20 I , r - - J L- - =s- - Z= ==Z- ==z- ==Z= =J L- =-f L=. =sZ -s- - I I I �I I x5 5x5 I I - - ''` - I 5x 1 5x ! J PLAN NOTES 10x12.5- 7.5x10 7.5x10 7.5x10 7.5x10 7.5x10 7.5x10 7.5x10 7.5x10 7.5x10 7.5x10 0 /011 � r i I soUTH - - - - - 1 ELEVATOR © StorQuest. r 1 -" -' -` - - - - - -- - 5X I -- - - - "' -- - --_ - - - - - - - - - - - - 5x I , A. DO NOT SCALE DWGS WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS SHALL BE SELF STORAGE I I I I 1 Imo- - I• - _ _ I I I AS SHOWN ON PARTITION PLAN. IN CASE OF CONFLICT NOTIFY ARCHITECT. PARTITION I I 10x20 1 I 1 1 D K1 O - 1 In L ) � I L ) Ln Ln In L ) LC) L-) 1 I 1 OX2O PLAN BY ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS. I I LIJ L I 5X I cp - - - (-Ni N (-Ni5X I N N N N CV N CV 5X I I B. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLE]) AND SANDED SMOOTH WITH 0 - L - - - - - 1 I x 10X1$ 1©X10 x x x x x x x x x - - NO VISIBLE JDINTs. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING IL 0 0 0 0 0 0 0 0 0 0 1 O J '' II r 5 x I I '�_ r r 5 x I 1 5 x 10 5 x 5 i 5 x 5 SURFACES WHERE REQUIRED. ALL SURFACES 0 SHALL BE ALIGNED. © I I I I I I C_. J - _� I r- - ���_ =tel _- I r--- _� I r - =� I r - 0 I 10 20 I I ! 1 10X10 III - - ---�---- L�- -��- -�� - -��- ��- - -�- - Imo--_���� C. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GWB TO FINISH FACE OF GM 1 6 .10 UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED 'CLEAR" OR "CLR" SHALL BE1 < 0 2:.T I II I L !J Ll - R1�1< MAINTAINED AND SHALL ALLOW FOR THICKNESSES OF ALL WALL FINISHES. U.O.N. 0°° 1 ; 1 L- - =J _ .�_1 L- _ _ _11 L- _ _ __I L- _ - I _ _ J f L- _ _ J L__ .-._ ._. .J L- _ _ J 1_-_ _ J 1_-__-_:_-__J L_ - - J r=_- - J l L_._. J I D. DIMENSIONS MARKED ± MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES r , o r 1 x5 I 11__ 1 5x I I I I 5x I 1 5x1 0 15x5 1 FROM INDICATED DIMENSION, U.O.N. VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE O I I II - _ _ %MTH THE ARCHITECT. SECURE ARCHITECTS APPROVAL II 10 20 I I 10x10 10 10 Lc, Ln u-) - - in Li) Lr) LI) Lr) 10X10 - -Lo - I I I x x x x x I I x x x x x xE. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCATIONS) CO J L 1 I o 0 CD 0 0 CD 5x I O o 0 0 o p 5x I 1 , 5X I OF NEW CONSTRUCTION. UPON COMPLETION OF PARTITION LAYOUT, NOTIFY ARCHITECT. �+I 0 L._ ': r - - - - �' - - - - - x1 O - - o VERIFICAITON OF THE LAYOUT TO BE PROVIDED BY THE ARCHITECT PRIOR TO PARTITION y 1 _ I r r I 5x I _ I INSTALLATION. LL Q . ..... ... 1 D 2D I I IIx 1 DX1 D ' - - - - ` " " - - - - - - - - - - - - - - - - r `` `�" ` - 1 DX1 1 I i r -- -- 3tT - - F. REFER TO SHEET A0.10 FOR ADDITIONAL NOTES, LEGENDS, SYMBOLS, ABBREVIATIONS, AND _I g I I 1 �n I I I I 5x I 1 - - - - 1 1 1 _ I SCHEDULES. W L J L I o i J-1/1) - IIx - - - - - - - 1 NORTH ' I- - - 1 i LI i - �\' i G0 . DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB. U.O.N. O Lc) Ln Ln Ln Lc) L Ln Ln Ln - _ ' L.EVATI'•: Ln f -- -r 11 1 r-- 7 t-- � 7( ''-- T r- + r r i 11 0 MEN'S RESTROOM r r' I x x x x x 5X I x x x x I ' 1 x .'r 114 Ire' �\ ,, H. 'ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. O fl O O O O p O O p p I ! s -1 i 10x10 I - - - - I t= -� II E _�� (� 1 OX2D I I I I L jI I .,. .,", 1 t:r,� I 204 WOMEN'S RESTROOM I. MODIFY EXkST1NG SUBSTRATE AS REQUIRED TO RECEIVE NEW FLOORING MATERIALS, THUS I I J I I X5 I 5X I I • .20 'r - I r R. .� I �• I PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS. v, I Q N - - - - i _ � I � - - � i �==ZIr - - � 1 --I ! LL- - - -111- - - -111- - -w-- - -11 - •�- I � II �� v, ® - !SORT ', N ) J. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE. W to 1� ... _ .� -- } STAIR �J = (Ni I i O 40 LJ L_J r4l _ 202 K. REFER TO MILLWORK SHOP DWGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN - t-- 10)20 1 D):2 D I I I I x 10x1 0 I I (E-J I L -_�T�C =S�__�L-J I L=_J I L-=�L=�L-�STL-J , I_- _=J , L-_-r-�T-- f_- DRYWALL/MILLWORK CONDITIONS. z I I 1 `f' I 15x5 I I ! 1 I I 1 I I I I I 1 -5x1_0 15X I ( �D SF J L ALL EXISTING AND NEW FLOOR PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND 0 1 LI 0 ED u)- Ln - Lc7 L[7 Ln LC) - LC) - L(7 - L[) Lel Lc) X1fl - - r o SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES. UJ a W ct rLI x x x x x x x x x x x x M. ALL MILLWORK TO BE FASTENED TO THE PARTITION. PROVIDE NON-COMBUSTIBLE BLOCKING I IIO I IIo 0 0 CD 0 CD CD 0 CD O o 0 0 5x10 5x5 I I 5x1011 o I0 x 20 I x 10x 10 I x `� � - - - T .7.- �T-� __�-±-_-_-_- LUMBER &FOR AL (BLOCKING LLWORK NOT TO BE FIRTREATED.FLOORD BY OR ABOVE 4' 0' HT. ALL CONCEALED O 0) ❑ I J L I I f ~ I I I '�' f f I_'� N. CC TO PROVIDE SHOP DWGS FOR CASEWORK. 1 • • " . Q - f __ - - ___ _ _ __ - - - I P0N 10, rn SOUTH 1 I-I, r I I �I I ` i , . . _ :� �i �. �•" ®+,�. 0. REFER TO 5/A9.30 FOR TYPICAL MOUNTING HEIGHTS. (/♦ Z r 0 STAIR r `� rIO 1 I __ -„2a1 I 11111,11111, , _� J I � I 1 - - - - - � - - - �'[ I X 10x10 1 10x20 REVISIONS ) 1111111 ,11 �' IWALL LEGEND- 1, I I I Typ { I I No. DAT BY t .�� I x5 5X1 D I 1 x5 5x5 I 5X1 D I42I A t II ri .20 ALL WALL TYPES TO BE TYPE 1421 A t I U.N.Q. - REF. SHEET A2.00 A 12-28-16 PER ARCH. ZI .3O I I - X WALL TYPE TAG: REFER TO SHEET A2.00 FOR WALL TYPES / 12-30 16 CITY COMMENTS I x5 I I OPENI I ORIENTATION AND CONFIGURATIONS 02-19-17 VE REVISIONS I I -_-_ - I -I L I- I - I I i - I ;- _ 1 3 INSULATION R - - - - _ _ J I- �- J - _ SZ==� - - - - TO R - BELOW SECTION CONFIGURATION I - E 1 Dx10 10x10 10x10 10x15 PLAN CONFIGURATION / \ ISSUE DATES 0 I - I - II I - I - I H I- I - I - I - - ' ' - - - I - I - I - - FEC FIRE EXTINGUISHER (2A-108C) 3 _ _ 0 IID IN SEMI-RECESSED CABINET PER DETAIL LAND USE APPROVAL:2016 04 29 I el �" ilk CABINET BY METAL BUILDING SUPPLIER - PERMIT SUBMITTAL: 2016-08-30 ii 3,3d FE FIRE EXTINGUISHER (2A-10BC) IN SURFACE PERMIT RECEIVED: l 132 CABINET BRACKET --, - - 81D DOCS: 0 .‘ I I I I - I I I I I 1- I I I I I I i I I I 0 CONSTR. DOCS: g i 1421 A I t 24"x36"SCALE: AS NOTED © AM DLEGEND NOTES: PLOT DATE: 2017-02-19 I I I I I I W► I I I �� I I 10 I I • 20 I I 1 1 • 2Q I I CAD FILE: 15-133 A21 1. PROVIDE WATER RESISTANT GWB IN ALL WET AREAS, AND BLOCKING BEHIND ALL FIXTURES. JOB NUMBER: 15-133 0 ® T 0 2. FURNITURE SHOWN ON PLAN IS FOR REFERENCE PURPOSES, ONLY AND IS NOT CHECKED: PAMC© 0 0 - C6� 9 10 11 I • ® Ell) ® ® 411) 18 19 20 0IN CONTRACT. U.O.N. DRAWN: DYMIDA STATUS: ISSUE FOR PERMIT SECOND FLOOR PLAN LEVEL 2 FLOOR PLAN , „. ' SCALE: 3/32" = 11-0" A2 ■ KEY NOTES � ID 0 0 4 5 6 (8) 9 140 0 • 14 E_f) 1111) 18 19 2D0 0 C4210'-a" 1 NOT USEa ,' edr A d ul 10'-0" TYP r A L I I I I I I I I ArkI I 0 �I I I I AI I I I 'I U.O.N. '1 _ Nor USED Redmond, WA • Mr '3.20 ,4.20 I 4894 Si 6 A OF O3 r A �� - - I l 1 I I 142IA I I r t l i I ` - I - :.10 . 1 A Fi 11 • 41 i I I Io & L. 0 C OOt t O \' d noa°i � E o o nc ° � � a, 7 O 1 D w 2 D I I I X +..n LC) � LC7 i..(7 L(7 LC? LC) Lf7 �c7 LC7 u7 L[7 Liz � � o°� �', a.� N o- o I X X X X X X X X X X X X X X X X X i Ul a • O mm O y OL+..- O n y a°L o °.`el c �} 7 7 ,///�-��\\ 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 - f [] } ^ �. 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I {� I 1 r-�I_ 1 I 5x I O O O o O O o - i 1� A. DO NOT SCALE DWGS, WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS SHALL BE '.�14 SELF STORAGE I I I I a.. I 'r I I 1 1 10X20 AS SHOWN ON PARTITION PLAN. IN CASE OF CONFLICT NOTIFY ARCHITECT. PARTITION 10x20 1 I I I 10x1 O l J - -- - - - - - - - PLAN BY ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS. L J 15x5 �F 5- 5x 1 -- - - - - - - -- - - - - - - - -"- ` - - - - I B. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND SANDED SMOOTH WITH •W 1 • 1-0- 10X10- 10x10- 10X10 10x100-- 7.5x10 7.5x10 7.5x10 7.5x10 7.5x10 7.5x10 7.5X10 } W NO VISIBLE JOINTS. PATCH AND REPAIR SURFACES WHERE REQUIRED. ALL SURFACES ITA�SSTO T®ADJACENT OR ADJOINING0 -I r 1 o I o r I x5 1 5x I5x I f� 5x10 BE © 10 20 I I I I 7<I I X I I - - I r _ I a=_��_ I r--;_� - LE I r, _-1 I �_= i __-II I _ -�T I r-___=I I - 110x10 . I ilk C. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GWS TO FINISH FACE OF GWB Q U ' •20 I I `n I I 6 • .10 UNLESS OTHERWISE NOTED. Ail DIMENSIONS MARKED 'CLEAR' OR 'CIR. SHALL BE J !� I I 1 5x II-- „a,� MAINTAINED AND SHALL ALLOW FOR THICKNESSES OF ALL WALL FINISHES. U.O.N. "C�� Q 0 ±_ - - - L_ - =J L__ -J L_ - - J L_ - -J L- -_-J FL - - _ill_ _ - _III_ =_ .� _ J L -- _! I - __! I I 1)P. - 0D. DIMENSIONS MARKED ± MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES0 11- co rj � o I o j ' 5 x I I I I x5 11-, 5x I 15 x 5 15 x 5 5x I I FROM INDICATED DIMENSION, U.O.N. VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE 1020 f I E I { 1 i 7.5x1 D 7.5x10 7.5x10 7.5x10 7.5x10 _ _ I 7.5x10 7.5x10 7.5x10 _ _ N ��� _ e WITH THE ARCHITECT. SECURE ARCHITECTS APPROVAL. W L J r- I r� I 1 - - --- - - - - - - - - - - - - - 5X I 1- - - - - - - - - - - - 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. 0 co 7.5x10 7.5x10 7.5x10 7.5x1 D 7.5x10 - 1 7.5x10 7.5x10 7.5x10 ~ ._ r ILL- - 1 ® O VERIFICATION OF THE LAYOUT TO BE PROVIDED BY THE ARCHITECT PRIOR TO PARTITION I__ rj � o I _0 I I x5 - - - _ - - _ _ _ _ 5x I I _ _ __ -- -_-_-_-i 1 11 /////1////////dl//////////l/////J 5x I X1 I 4 I INSTALLATION. 1 O 2O ! I I X I I - -� - Zs - �� -��- -Z� -�- - r � % I - - --- - - (-I- 3i- - - J F. REFER TO SHEET AO.10 FOR ADDIT}ONAL NOTES, LEGENDS, SYMBOLS, ABBREVIATIONS, AND _1 g xx • f 1 I I I 11 I �1�1N ,, I I SCHEDULES. L J I 5x I W _ ? NORTH I ( `-, - I G. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB, U.O.N. Will O © - - - I Z`�TI-=J i__ _I 11_-J L_ _JP_ J 1_ __fl L_"T= J I L_ L J1 IL_-I I L_J L= J I L- J L J I L_ � VATS I - - - p V, rj 1 o I O 5x5 1 5x5 5x5 1 5x5 5x5 15x5 5x5 15x5 5x5 15x5 5x5 I 15x5 15x5 5x5 15x5 5x5 1 5x5 1 x4m----:'c 1 X X 5x ! '� I NORTH H. "ALIGN' MEANS TO ACCURATELY LOCALE FINISHED FACES IN THE SAME PLANE. �J IImmm 1 O 20 i I I `7‹ I j i I I 1 -"" + �' `+ - �` r - - - - - -- - I - + - - - + - - - + - -1 I J r - ` I 53021R 1. MODIFY EXISTING SUBSTRATE AS REQUIRED TO RECOVE NEW FLOORING MATERIALS, THUS } I I I I r- I 5x5 15x5 5x5 15x5 5x5 15x5 5x5 15x5 5x5 15x5 5x5 I 5x5 15x5 5x5 15x5 5x5 15x5 I I x - -- - -- - 5x I I - - - PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS. ( r I Q VJ L J L s�l��l��l�plc�l�-IE L 1J tel- 1 U- -11-=.1 LE- --11r-- T I I I r_T --lir-- -71 -J - -- r-- --_-i____ ., IOW- - - -- I - % 11 F 0 J. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL., SQUARE AND TRUE. l I = r) E 11 o I o r © ,7 - ILI.1 (_} N I I x 1 X 1 _ - _- - _ - _ - _ - - -- - _ _ - _ - - - _ _ -- - -- - - - . .20� - - _ ---]-~' K DRYWALL/MILLWORK CONDITIONS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN D J = o 10x20 1 11 i.n �n I TLJI L ___- - J I L..-. ._ ...._ .J I L._ -T - _ I L - - J I L - - _iTL - - J I L- - - J I L- - J I L _ _ _I I L - - _ _I1L - - _1 I L- - - -Tr ,� W U Z I 1 J 1- I I- LI 1 5x5 1 I I I I 1 1 I I I II I I I 5x I% L _ _ ) L. ALL EXISTING AND NEW FLOOR PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND 0Li 0 I I- I OXO C 1-0X1-0 - - - e SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES. C� () W Ce 11-41 1 O p r 7< 7< 7< 7< T 7< I 1 M. ALL MILLWORK TO BE FASTENED TO THE PARTITION. PROVIDE NON-COMBUSTIBLE BLOCKING IY d x x x x x x x x x x x x x 0 I 1 I x I X I I I o co co co 0 co 0 co O o 0 0 0 0 01 FOR ALL MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 4'-0' HT. ALL CONCEALED 1 x20 I ! I i `n I �, I I I 1 - LUMBER & BLOCKING TO BE FIRE TREATED. O CO 0 L. Zs - ' I I CO - _ _ 77 - 77 t�..� I I I n I I f I I I I 1 N. GC TO PROVIDE SHOP DES FOR CASEWORK. �++ SOUTH "7 O. REFER To 5�A9.30 FOR TYPICAL MOUNTING HEIGHTS. STAIR I ` I IIIA o I I 1 01 co 0 I® _Illonsi , I --NI I x I x I I I 10x20 - - - - - _ _ _ - - - - - - - - - - - - - - - - -- - - - - - 10x1 I I I I 0x10 cpI 301 I ��� III I I I I 1 I I in I I REVISIONS I - `. _,, 1 L j_i WALL LEGEND G E N D Q _ I I I - I - I I I I- 1 - 1 - I © _ Q No. DATE BY r 1 N .20 12-28-16 PER ARCH. - - ... - ... 1 ! 5x5 5X1_0 1 1 5x5 5x1 0 �� 142I A I t • , IALL WALL TYPES TO BE TYPE 1421 A I t U.N.O. - REF. SHEET A2.00 A I- - - " Ali 10x15 I I I F0x10 °O n 12--30-16 CITY COMMENTS g O • / - X x WALL TYPE TAG: REFER TO SHEET A2.00 FOR WALL TYPES /� �� •.:.10 � IL- � I I rl � �� � � - / v 02-19-17 VE REVISIONS R - - I I f I I L I- I - I_ - i 1 - I _ - I � 1,/ ' I � - R I ORIENTATION AND CONFIGURATIONS -J L _ _ __I L- - - J L - - / INSULATION A I 5 I �( � � ;'� SECTION CONFIGURATION 10x10 10x10 10x10 14x1 10x15 I /_,I�q/ PLAN CONFlGURAT1oN 0 LV ISSUE DATES - - I I - ( I - I H I- I - I - I - - - I - �' I I - - 0 FEC FIRE EXTINGUISHER (2A-108C) LAND USE APPROVAL 2016-04-29 I IN SEMI-RECESSED CABINET PER DETAIL •g• a. { %! CABINET BY METAL BUILDING SUPPLIER PERMIT SUBMITTAL: 2016-08--30 I 1 10x15 1 I AIM FIREFE EXTINGUISHER (2A-108C) IN SURFACE PERMIT RECEIVED: II t� MOUNTED BRACKET �I BID DOCS: I I I I I I I 1 I T I I - 1 I I I I I, I I I0 CONSTR. DOCS: " I I42I A I t I 24"x36'SCALE: AS NOTED L, AI © C D PLOT DATE: 2017-02-19 I I I I I I " 10 I I '8 33 I 3.10 I I •20 I I I I ' ••20 I I LEGEND NOTES: CAD FILE: 017-0 A21 1. PROVIDE WATER RESISTANT GM IN ALL WET AREAS, AND BLOCKING BEHIND ALL I1 FIXTURES. JOB NUMBER: 15-133 t 2. FURNITURE SHOWN ON PLAN IS FOR REFERENCE PURPOSES, ONLY AND IS NOT CHECKED: PAMC 0 © c� Ci1 © O 8� 1 D 0 @ I� Elz__1) ® .._..., • 18 19 2� CO 0 IN CONTRACT. U.O.N. DRAWN: DYM/DA STATUS: ISSUE FOR PERMIT THIRD FLOOR PLAN vob+• LEVEL 3 FLOOR PLAN -,��„- SCALE: 3/32" = 1'-O" A2 AO KEY NOTES O 0 0 4 © 6 0 8 C-9) 100 0 ® 140 160 18 (-1--9) 200 0 �� C 210'-0 1❑ 30"x 54' ROOF ACCESS HATCH PER 11/A8.2 NA edr A d n 10'-Q" TYP �2 RAIN LEADER PER 6/A8.2 & 9/A8.2 r A M. I I I I I I I I © I I 0, 1 I I I 1k I I I I U.Q.N. Redmond, WA ,.* 1 3 1O •3.20 1 3 = 3 8`x 6", HEAVY GAUGE, PRE-FINISHED RAIN GUTTER PER M.B.S. REFER TO SECTION 4894 Q ❑4 STANDING SEAM METAL ROOFING PER M.B.S. © q,.... OF O��R 8'-8" 1'-4" _1 ,�, / LEL---#1( 5 STANDING SEAM CRICKET PER M.B.S. q _ _... . - - _ _ ___ _I. _.' ' _ .�_. _I.._ - I - - w - T PLAN A ROOF BELO REFER 0 ENLARGED I I i I SIN[ E PLY 60 ISL IP - ---i- T m I i I ( 0 QR APPROVED EQUAL) ROOFING MEMBRANE FULLY ADHERED ' t I I I I I ! I r 0/ 1/4' PROT. BOARD 0/ 6' R-30 RIgD FOAiYI INSULATION. TAPERED TO DRAIN PER y a I ��°a�i °yo ' - - - - - - - - rr'- � - ` _ _ _ PLANS. a Twu ay T, . 6 ❑ m a h� O Ql,�L:�o I g GUTTER SLOPE 1/4•:1'-0` o " ' °o.L.c ,� C r® \ — - _ - — _ — — — — --- — — — — — - — �- — — — — — — — O w w a ;ou� v o m+- ar�- �— I I I I I -F ! I I ! I --�-- I I Brn aL 3 am o ac aI- c oO C A 8 $ c' a) a a° Z. O E 0 J0 E ,_a mcvv - � oo E m � ? `3 �v8 `° c-- "- 2 o., o om-0mrn o,- m o � o co v " .v mo a � � � m of C I F r I I - 1 ! 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DATE BY Q ''7 ROOF 20 12-28-16 PER ARCH. LN STEPS I J I I O I J 45016 •3.30 J 12-30-16 CITY COMMENTS 1 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 - - R /4\ I - I 5 I > I n I I $ ISSUE DATES 0 - - I - I - -, , • - -r- - -- - ' - I - I -I I- I - I - I I - I - +- - F - I = - I - I - - C LAND USE APPROVAL:2016 04-29 PERMIT SUBMITTAL: 2016-08-30 Tap PERMIT RECEIVED: BID DOCS: 0 I I I I I I - - - - - -- - - -- - - - - - - - - - ----- - - -- -- - - ----- I I I CONSTR. DOCS: I 24"x36"SCALE: AS NOTED AA Ak © Q D PLOT DATE: 2017-02-19 I I I I I I 1D I I I I I ' •1fl I I ' '-20 I I I I ' ' I I CAD FILE: 15-133 A25 JOB NUMBER: 15-133 ROOF DRAINAGE NAGE CALLS CHECKED: PAMC O 0 0 4 0 0 0 D) 11 411110 14 ® 161111 18 19 20 0 ® 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 r•; ROOF PLAN DOWNSPOUTS: (6) x 6"x6" DOWNSPOUTS PER IPC TABLE 1106.2(2): 14,760 S.F. 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I - - - - - I - >`F-1] 1 A02-19-17 VE REVISIONS _Ili], iiii ,, / , -,� n j "1bI1 ISSUE DATES JLANDAPPROVAL: 4 • - _I - _ -. - -- f USE PPRO L:2016-0 -29 I - ` - I 1 4, 1, 1,4„1, ,,1111 ,.1,„1, .I, 5,1, 1,,1,1,1,, 1,, 1,, 5,11,,,,,, ,1, 111,,,, ., 1,, 1,,. 11,,,., ,,,,,, , „111, 1, 11 .,,,, 1,,,., , I, .,111'6 L "1, ,,1,,,1,,,I,�.I, I, ,+1,,.1, 1.1, 1,1,'+l, "I, i,„L„I, 111,„1, ',1, .E, 11G „1,,,61.1., •r, ,,l, 4, 4. 4. 4, a, '1, •,I, ,11.1,1.1,1.11 4.1 11,111,'I"1i,'1'.1. ,{, .,1, I I,1,1., 1,, ,;1_.{,.. I ,,'11,'1.`,'1 1,'I,','1,, ./.,.4, I`,i,'I.1.,'I',, 11,151, ,1 I NI.'1, 'i,1 4..11 . 1,',€, ',1. '+1 '11 ` PERMIT SUBMITTAL: 2016-0$-30 111 1'i,1 111'4`16'1'.1.'111+,I,''11, .4, ',1,..I, 4. +I, '1, ,, 5 4. ..1,, 51, , , ,,1, 1.1,,, .I, 1 4, 1 14 1.1, 14. .4.1.1,1.,1,I,I., I.I, 1.I, 1 4, I.I,1. ,I, -,I�I 41____11, _1,t, I,k 1_.,'I$1., I i. 1' 'L +6 d, 6 +L ''L '.I.+,L',I. d' 1,1,'I`,I,'f ,'1'+1,'1`,1,'1 11, ,, I , 5, ,10�,. '�, '�, , 4. 1, +1 ''E.' 11, ,1614, 55,.4. 1.1, "6 1, 4. '1..1, .1, ,.1, 1'1, 1111114,1+1. +I, I'. .1, .1, 1. '11 4. .1, .,1, , 1 I1, 1 .1, 111,5 s11,�'., ,,, {,, 1 .1, 1,1,11, ,11,I`, ,I I'I, 11, 'I,,€,.I, '.1, 4, 1, 4, 14, 1 . 111 11 , 111,1,_1,1' 1 ,,'11 , 1,','11,'1', '. ,, ',`.I,'1 I.' ,1. 1''` '11`,-1._, 1 ;1 "'1'+_ 1 ,i, ,4,,4, ,1J,1, 1, , ,-,q,..1, .-.1 ,( ..1, L,i, 1.1, .,,1•l,,,I,1 ,I. 151, s,I, I Ii, . , I .i, 5 1i, 5 lit , 1i, 5,i, 5,t, 1.1,'1't1 1 51, I'1 51, 51, 11t, 51, .1, I 4, 1 4, •III •1,,,I, 1',i I•1, 1•1, .1, , ',I, 5,6 ' d, +6 +1 'SL ''I, ..1. 1''i, ''L . . '1'','1',I,'1',L'I''; I,i,'1',1, ,Ir '11 .:1,I ,11 I's1 I '1, 1'€. '1L �,�{,j, I,1, .1,1 ,j, I,I, .i. 'II 'I. +I, '1s''+, '11t PERMIT RECEIVED: 001 +$'6"A.F.F. 1 I I € I 1 I I € I `] 1 F I I 1 I I I I I I 1 I I I I I 1 I I I 'I l I 1 1 I 1 'I I 1 I 1 I 1 1 IV € I 1 1 1 1 r l 1 1 1 1 1 1 r 1 ! 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1111111111111111111111-11111111f1I € E11111I11 € 11111111t1lIIIIIi1111 1II111111111 ■ - - 1 1 1 1 3 1111 1111111111511 BID DOCS: CTR OF WALL PACKS 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 3 I I I f I I € I I I I I I I I I I I I I I 1 k I I I ! I I I I I I I ! I I 1 I I I I I I I ] I I I € 1 I I I I I I I I 1 I I I I Li: 1111 l l l t l l f l l l l l l l 1 1 1 1 E I I l I I E 1 1 1 1 1 E 1 1 1 1 1 1 1 1 1 3 1 1 1 ! I I 11 1 II 1 1 I 1 1 1 1 1 1 1 I 1 1 1 1 1 I 1 1 1 1 1 1 I 1 r I I 1 1 1 1 1 1 1 1 ■ 1 1 1 1 1 1 1 1 i t 1 1 I 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 I 1 r I 1 1 1 1 1 1 1 r 1 1 1 -I 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I 1 1 I 1 1 1 1 1 1 1 I I I I 1 1 1 I 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 . 1 1 1 I 1 I I 1 I CON STR. DOCS: 1 1 1 1 1 1 1 1 1 1 1 1 1 { 1 1 1 1 1 r 1 1 I 1 1 { 1 1 1 1 1 l 1 1 1 1 1 1 E 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 l 1 1 1 I 1 1 1 1 1 1 1 1 1 ■ 1 1 1 1 1 1 I I I I I 1 I I I 1 I 1 1 1 1 I I I 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 . 1 I I I 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 1 1 1 1 I I I I 1 1 l 1 1 T 1 I - 1 1 1 r IIIIIIIIII IIIIIIII I I I I I I I I I f I I I I I I l 1 1 I 1 1 I I I I I I f l 1 1 1 1 1 1 - I 1 1 1 1 1 1 € I I I [ I I I l l i 1 1 1 1 i l 1 1 1 1 1 ■ I IIII I 1 1 I I 1 • 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I 1 1 1 1 1 I 1 1 I I I I I 1 1 I 1 I - 1--s--4\+-"JA _ ,•d- I - ,�, i I I I I - • - - ` \ / I I 1 I i I I I I I I 1 f 1 1 I I I l I E I 1 f I I I I I I I l I I 1 1 I ] I I f 1 -y ,�I11 f1 ,., ,. :!1:,;,:!1..,,,,,:!1:, , , I I,I 1d I+11 ,11,11 .1. '1, :111 .1 't."15 +6 L 6 11 I. 1 I, 11,; ,, I ., 1, , +6 :1 'I. •I. ,6 •I' •L .i, '1, 'i' +1 +I, 1 ,E, v ,, , ,I, 1 ,, 1 ., 5.. 1,, 1 1, 5,, 1.j. ,. 11 ' +I, ,;, , ,I, 5,1. , ,6 ,.I, 1 '11 $,1, 1 L .1, 1 '11 5,I.' ,I, 1 111 , 'I. I 11, ,I, . ,{, 1 +I, , , 1 .■ �A�, 5,I, ' 'I. ''f, 1 11, ',. i, 1 I1 1, 15 1, I° �r'� ''i, "i, 5'i, "i,�`'i, "i, '+i, "�i, ,'i 'il 1 ,, 1,, I ,L , I,i, I ,, I,, 1 1, I',', I,, , ,, ,,, . ,, 1 ,I, 1,, ,,1, . ,, I,I, , 1, .1, 1,, , 1 'I , „ ,,, i, , ,., 1, „ 1 ,, , 24"x36"SCALE: AS NOTED .1 . 1 I. ,, f', 5 h1:1_. I , I°, I',,, , 1', I ,, I,,'1`, 'I' 'I',, 'I',' I,, ., I 11 +1. '1 ' ,1, '�,, It® ,11 I 11 1, 1 '1 Dui ', ', ,,,,,:1:,. 15 ', 11 '1, +1, '•€, '�s,1+1 '+I, 1, i5 it +II +i, 'I, 11 s � I 1 1 1, 'I',' '�` ' 'I' ' 'I', 'C',i I , I , f, 'I , l, 1, I. I, 1, I '1';11'.; I, I. I, 'I. 1, I , 1 •I +I 'i,' ,, 11 r I' I' I' '. I I I 1 ' L, '._ Iw I�■10 ' A' .1, '1, 1., 4, ' 4, , 5 1 ,, 1 `'I, I' ,, ,, , 1 1 , I. 'I', I 1 I`, 5,I. .1.1`,1, +L .I, ' I. +I, .1. I. .I, =II ' ' , _ _ _ ,. 5 1 5 1 , 5 . , , , DATUM: 0' 0" EL. 177.5' I, 1 1, 1, 1 1 ''I., ,1 ,+6 ''1, '+l 1, L L 'i I. I. I. 1, I, I. tl I d +I 1{ , ,I I 11 I I L k I+I ,L. 1F 1 I' 1'd 111',1'1`, 1 , ti,I ,'1 ,'1 1 5 ., , I. 5 11 ',I.. 1 d 1 11'I'11.. 1 !' ( ) I ' I - I 1 •- , ' ..._ , 'I' , '1, 111, , , , 'h "1`11,'1' '.'!' hS I', 1' 'I' . I' h f',1.I,1, '1' . I'; 1', 1`, I, !1 I, !'� '�,r . I,1..I'll }1,1 I`,' I',. !',' 1 PLOT DATE. 2017-02-19 Y T.O. 1ST FLOOR SLAB CAD FILE: 15-133 A31 JOB NUMBER: 15-133 CP CD 411310 CP CONC-I CHECKED:- - PAMC DRAWN: DYM/DA STATUS: ISSUE FOR PERMIT ..-.'.------N, EXTERIOR ELEVATIONS& EXTERIOR FINISH SCHEDULE i I 5 I [ NORTHEAST ELEVATION (McKENZIE STREET) )I/SCALE: 118"H. 1'-0" edr A d1ilt� Redmond,4W/i'Ae,4 :,. �•/ -- __) -- �- 4894 22 21 26 19 18@ 16 15 14 13 12 (ID (_, C_, C) C ) E) C_y 10 9 8 7 6 5 4 3 2 10 oi6 222 g th.C 2 L 4,LQ1 L O`°- 4) o d = W L] ON 3Eo .Oycy o'v Q' --_ N -0 Vim >_ O sn .-° m z+ O V "0 d o n y ` m or o a p E 0 a�'� AC-, 42) MTLh WfTL-1 hATL 4�Q o >.'a - o ,,. „ ----- .... . °� � °� allo� to _ - II 1111 - --- -- -- ---- --- .-, ..- - ill it 11 1 ► �- I 3 m 0.1- 81 ` rno F { 1 I m 1 OW a E m 2a> # no 1i A I -- MI � llll - - 5 0V , a, c1 v o oy n o nn7 N �� I I I I•fI1III!! � ' I ( I I I 1 I r ( y r 1111111!!! nlrlrlrl#UI Irlrlrulrl o+ o,.- m o _ E ?1FlI! 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' 'i, ' '& X11 ' +!, ' �I, {5 ' 'I, ' •€5 ' �I, I +I, 11 + '15 I+ 1+L 'G L '+L ,'6 ' +I, 1 r ' (D _J ' qJ - - NT-1 Ilir CTR OF WALL PACKS '1' 'I' 'I' '!, 'I' ' 'I' ''!, 151 ,!, 'I' , ,!, r ' `h I' f` h 1` I' I' 1' I' h '!` P. I'. , , 1`, I` I'1 'I' I` h I' 1' h I' "'I' I` I' I' . ,1,, 11, 111, 1 "h ' 'h 1 , 'I', 'I', 'I', I , 'I', 15!51 'I', 'I'. 'I',' 1, I , 1 , 1 , 1, , 1 1 , 1, 1, ,, 5, 1, 5, 1 t 1 , 5 1 I , 1, 1 , + ,^thy 1 ,: 1 , `+I. d. I. 11 I. I. �, L''+I. L 11 I. {. ' d. ' I ,1, d, +I, 'd1 +11 +11 +11 +I, +11 d5 11 h II II 11 I+ 11 +11 +€5 +11 +11 +h +I, +11 a5 r. +11 +It +h''Mkt =11 +11 ' +r T I, T. I 'i +i, I ,I:L'+',, ,11 ' ,i1 'Ii, ,,i,'.i5 11, d, ,I. I � I1 '6 ''L 1 r�, .II;'� , 1 ,h 1 ,'� 'I' 'I' I 'I'�1'I' I' '', '1'1 '', 'h. '', '', '', I'1 'I'. , I'S I' I.�'h 1 , I 1+ I , 1, 1 , 11 1 , S, '1, I'. '1', 1 , 1, 51 1 , I , 1 , 'I'I`�'I',' 'I`,'�'I'1' 1 , 4, '! 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I I 1 1 1 1 1 1 1 { 1111111 I 1 1 1 I 1 1 1 I 1 1 1 1 1 E 1 1 CO 0. 1111 III III 1 1 I 21111111111 _ - 1 - 1 I 1 1 T ` 1 1 1 1 1 1 I I I I I F I I l 1 IIIFIII 1 1 1 1 1 1 1 1 i l l l € k l l 1 1 I I l 1 1 I I ! 1 1 1 1 1 I 1 1 1 1 i I I 1 1 I F 1 1 1 I 1 r I 1 1 1 1 I I 1 1 I 1 1 1 J 1 1 1 1 I1 1 I 1 ONC-' 0 1111 I I I I I I { 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 I I I I I I I I I l l k l l i l l l 1 1 1 1 1111 l l l l l l l l i l l l L l I r� , I l 111 l I 1111 l 111111 I IIIIIII 1 1 1 1 I I I I I I I I I I I I co i_ U F I I ! I I I I I 1 1 1 1 1 1 I 1 III 1 1 1 1 1 1 1 III I I I. III I I I I I I r 1 1 I I { III I III I I I l E r 1 I I I F F E 1 1 1 1 ! /'I 1 F 1 I F I 1 F I 1 1 1 1 1 1 1 1 . 1 1 1 1 1 1 I F 1 I 1 1 I I 1 1 1 1 1 1 1 1 12 1 1 1 1 1 1 1 1 1 1 1 1 I I I E 1 1 1 1 1 1 I I I I I I I I I I I l l l I I I ! I l l l l l r l t l I I F t■rr■ 1 1 1 1 1 1 1 1 1 1 I 1 I 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 I I 1 1 I 1 I I 1 �,3 , .` I I I I I F I I I I I E I I I I I I I I I 1 1 ! 1 K 1 1 1 1 , ' 1 ' 1 1 1 ' I I I 1 ' [ 1 1 ' I 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 I I I I I l I I 1 1 1 I l I I I I I I ( I 1 I 1 1 1 1 I I I I I I 1 1 1 1 M] ■ I cik DATUM: 0'0"(EL. 177.5') - - - - , lir T.O. 1ST FLOOR SLAB A STEP F DAMN WALL ' ' r''' IE AND - ,D , A STRUCTURAL DRAWINGS - AELI VERIFY �F' �torQueSt. ® GRAPES. MAINTAIN MIN. 8 C.I. . ABOVE c ONC ► TYp, CMU 2 ■ ..20 `� igzo �hSELF STORAGE Q ADJACEN FINISHED GRADE(S) - TYPICAL 1 0 Q Q Q 0 W 0 -i U 0 SOUTHWEST ELEVATION 1/ Q SCALE: 118" = 11-0" 0 }- W 0 LL gW (/) 0 D 0 CH) 0 K �IR T ~ co }A (B Cc) �EGII/ �� ID E-(:)--) _ Q �S/ V) 1 Wicn N EQUAL . EQUAL / EQUAL �� EQUAL / �" EQUAL EQUAL / EQUAL i� EQUAL � D _I 0) / W 0 U a- rg.t AITL-, - Q 0 O i _ (0 0.211111 . _... ___ ___ __ __ _ • __•__ _•• •_ •• 1 1 , 1 i I-- W CD cc O 1 I L ..„. _ ..,.., I l I Il_-! 1 1 1 1 1 1 .L_.L 1 I 1 1 . 1 _ ... .... ..., _ . ----- --------------- - ._- -------- - -- ---- - ' - . - - ..... ' I NO. DATR-EVISIONS BY Liji x x x ax xxsnxxrzc ... I, , , . .. . . . _-_ ® it xxxxx KICK ; 12-28-16 PER AR CH. '� A 12-30-16 CITY COMMENTS TSx= % - m ' °m xAx x s ,awx 4_: I1b L 11 SiN Rs• xxxx. %XXXamx■ ' x x x x w x • z x w s ' rx% XXX' 14X... - xxmxx Ix02-19-17 VE REVISIONS m w x 0x• x 0 0 0 x x w x xmmx xx ft x x z x x %x x x is' Si Sift xiXax xX 1Jli110xX zlmmi- • i 9F x 1ff$660 S �r , -_ . ,1 x3lxxx 105s xs • tis x %x xm s, • is x ax xxx m xxx It 4 zmmzz zzzuss szms smm . alxxnz aczxal; X xmxx .'. ' - . . _ -._ I zzzx mm . � III -i: +19'6"A.F.F. ._ ; # II I LI � B.O. GLAZING PANEL ' - 6 II I ISSUE DATES 13 �� LAND USE APPROVAL:2016-04-29 I. - - - - - - - - - _ _ I - - - i . I , . 1 1 . . I , 1 _ , ., . 1 , I I , 1 , 1 , , , 1 1 1 I , 1, I I )1 1 , ,Ni1 1 , , 1 „ I , 1 , , 1, I ,I I ,,, , 1 1, 1,, +, , ,, 1 ,4 +, I, 1 , 11 +1 5 +l '1 +4 'l +1 +1 'i4 ,, I , 1 ,, -.511..1 4.r ,,� k 1 t Y ! 1 1 II 1'RI-19YJF' 1 1 1 PERMIT SUBMITTAL: 2016-08-30 +14'I''i1' 1�`'i' 'I' •1, , l II' , ,1, , I , , 1 , - ,I , , 'I' , Y, , I, 111, I I NIII al■01■I� I`. , , 'I I , I . 1 , 1 , o� , , E �� , , '1.( f I, jI 'Mr' I, .11 111, .'1151 'I' ' ,l, I ,1, I ,1, . ',,1,,1,,l,1 ,I ,1, I ,1,'111, 1,,1,,1,,1,,' ,'141,,1,,1,,1 ,1, 1 .1,,l,;l,,l,l, I,,,,i ,1, 1,11,,1,'I',1 ,1, I '1' I,111,1,,1,,;'I',1 'I' I,`I`,1,'I`,I 'I' I 'I` 1, : . ' 'MUM m1■ ,i, ,1,1, ';,I,I. 1 1 I 'i ' 11111'1 1,,. 1, 11,'' ' I' 'i i '' .�'II Irl`�.I`1,¢'','I�i�m�l___ +8'6"A.F.F. !`1,'I',,'l f I ! I I ! I I I I I i I I 1 I I ! I I I ! i I I , 1 1 1 ! 1 1 ■ noses 1 I,�I I I,f' .i'�, . ,� , .,,'�, '. I I ', , 1, . l II II 1 p PERMIT RECEIVED: dii I` I I 'I' 'I` '1` 'I' I' 'I' '!' 'I` `l' 'I` '1` Y' J` '1 'I' 'I' 'l' 'I' 'i 't `[` 1 'l' '1' `I' J' ' 'L' 'l` ■ ==== I I 'I I 'I ; '1 •I 'I `'1 I I ! -1 1 ' . 'I ` III 11.CTR OF WALL PACKS 1 i I I I 1 Ill 1 1 1 1 , 1 I € r 1 r I I i ■ 1 1 1 1 t 1 • 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I I I ! E I I ■ I I f { I I ��■ rr' ;' I 1 1 I I I BID DOCS: I I . . 1II 1 1 1 1 I I i ■ _ 1 1 1 1 1 1 1 1 I, =MI ■■ 1 1 1 1 11111 I III I I � III IIII II IIF11111 ■ �� mm NH IIII III l I • )_J 1 1 1 1 1 1 •. . . . -- --I 1 1 I 1 CON STR. DOLS: T 1 1 I f I I ■ i 1 1 1 F 1 ,: -■ „ I . Ma ' ' I I I I ! I■I= E �"1 I I I I I I i ■ ■ 1 1 1 ! r l�' 71� I 1 I, +tE, . ,11++I, ' •I. rf, ' CIF ,,,,..,, ,.,,, ,.,,, ..,,, ,.,,, ,%i .1 0 1, ''+I. +'+I. I� ,'�, • +I, +,1, • ,1, • +1, • +I, 1 ,1,' II. Q . +11 +,11 ' ,1. ,,11 .I. 1 +L ' ,� 1 ,I. ++I,'+1, •+I.' 24'4 6'SCALE: AS NOTED ir usr mr r I 4--- i 1, ' I. • +1, 4 •1, • ,1 0. ' a1 ruing in 1.' =11 ,+1. ;,I, 1 , 1 o . ,'i ,,{, ' 1 DATUM: 0'0"(EL. 177.5') ,.11, . ,1 ,,1 , 11, 1,I , J. 11.'1'0 0, ,I. ,1. ,I, 4, i .1.'1`,1,.1.,I ,, , 1 , 1 1. 11 11, II'1'e.''+i,' PLOT DATE: 2017-02-19 glirr T.O. 1ST FLOOR SLAB CAD FILE: 15-133-A31 JOB NUMBER: 15-133 CHECKED: PAMC em aro DRAWN: DYM/DA STATUS: ISSUE FOR PERMIT EXTERIOR ELEVATIONS 0 SOUTHEAST ELEVATION (LOADING DOCK) SCALE: 118" = 1-0" A3 . 2 A 0 Z n O r0 m 73 a= --i III � m r mCO; C D •0 z - - r 0 m CD • z G) - 0 -n-n m 0 � � 730, D 71 r � r C� Z D Dn r y m (III) 73 - - - . _, _. _1 00 -� = - - __=__ �� _ - - -_ OP ,. * e.., - —__--= — M ---= - _=== CX----- : = ITIC 19 - Z - - 1- I- - - - > # >- 0 D r 4'-6" 4'-6" r.1 D co N , 153) - - l o= * ,izi \. ' >v \ \ \ \ \ \ r U r 1 . 1� N\ \\ � � N\ . � � � a lj z � \i \, \ Ni ''\ �* m \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I LT?. \ \ \ \ \ \ \ \ \ \ \ r-G,• , > v D Cl) Q C7 0 1 N Q I:0 m m-° n rn cn A W N s V m W v O Z »»» Copyright © 2016 Magellan Associates PLLC c 0 z -n C/1 p K_ K_ All rights reserved. The documents prepared bythe • T� F D (q cin I N o STO RCS U E ST SELF STORAGE a� mageipan Architect for this project are instruments othe �S+ �(�'� rT1 q -1 rri c '8". Architect's service for use solely with respect to tD p1 m� m p C L/l ca O this project. (!1rr1 No art of thisplan maybe copied, reproduced, tp CIA) 0 _ m a � -D V � I � m NEW SELF-STORAGE FACIL . m � "' ARCHITECTUREp o po a Tl or transmitted in anyform or byanymeans, ITl o r electronic or mechanical (including photocopying, a'to o ■ Q C s1 O recording, or any information retrieval system), to = C r- D C n a cn 0-1 8383 158th Avenue Northeast, Suite 280 without the express written approval of Magellan 0 .A - i, ,-tb. n m �, N N t7 z .i Associates PLLC. No derivative works of this plan ,,�y CA) —� n '� �' "' 12800 SW PACIFIC HIGHWAY o Redmond, Washington 98052 may be made without prior written permission. The n O _, I I m o purchase of this set of plans entitles the S. CI w I Z I I < i ' Tel (425) 885-4300 Fax(425) 885-4303 purchaser to use this set of plans for the %ON y CD �, Qo o TIGARD OREGON 97223 a FO m 5 [I I N 0 m n construction of only one building. The purchase of © D I m I I z . n ,„ www.magellanarchitects.com additional set(s) of plans does not entitile the • �, y n W j p p V) cn m Copyright © 2016 Magellan Associates PLLC purchaser to construct more than one building. • [:::::) 11011111.ult 4 4- JI � dW m WO ' O O N co O oCO � 710 ' O `' Oo O ' . • O OO �,• MISIO DZD -< Lrl Dm Zr .ZyI• pia IK n D 0D 0 - �O -n nZm • n I ' O o �Im �I�, M r — alp Ili% — m I 0 I I ° r '� ao co cn m w D o o I I 411 / / 0 Z – - - �Y1YlILYdYJLLuiYiYlIlW�W�YLLIL118LYLLI,I,LyLIJdILLILLLLLLulIJdIJJJLILYLILLIJLIJ,ulIµlLu,W,LIJ1IIII ' L S I a-��i[1.i I 1Q' I I , I i j 1 f .. 1 1 > . {• i ...i T — , W -lla ii .CO — — — — — N .........•. ..........�.... ...:..:•..... -. :-...,. :.-. .,. ' L6YJIdL6LIJd6W,66W�Y+uiIJJJ�lILL6L'61 ._4_,. 1 I. • { ili D I I I _ ' 11 ( . I i I _ 4 (.110 711 3 I I I t ` , . , I 4:11 4 :.., ___ .! .E..7_ , t :'--., . - 1 : 11 - 4 el • - r-.1 7 I I I I I 4. 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The documents prepared b the `/�rrT " �' q n _ STS RQ U E ST SELF STORAGEmageilan Architect far this project ore instruments of the 1+ • "ls� C m D [/) N l I I ` F o Q t� C7 of r i �, ti D ,� Architect's service for use solely with respect to o 1'n 1'I_I p rTl � y (/) '� o CO � this project. � ¢ ;IP 14:111h o m hl ,„ v, No art of this Ian may be copied. reproduced, m m El NEW SELF—STD RAGE FAC I L . p p y p p or transmitted in any form c ie any means, ,,....7 D O r O ARCHITECTURE etectronic or mechanical (including photocopying, J� coo �a ■ O _. 0 'n recording, or any information retrieval syste , co 3 JL4 M (A r r < O `""1 8383158th Avenue Northeast, Suite 280 without the express written approval of Magellan 9e Q �, N N --•{ z Associates PLLC. No derivative works of thisplan cm O o S" o o cn m - : "' 12800 SW PACIFIC HIGHWAY o Redmond, Washington 98052 may be made without prior written permission. he ��� D Z O �' C O A purchase of this set of plans entitles the Cn w a 11 TIGARD, OREGON 97223 a (p Tel (425) 885-4300 Fax (425} 885-4303 purchaser to use this set of plans for the .....-04,..11, CD cn -0 -<-0 ➢ I I N _L co m C7 construction of only one building. The purchase of �r ) Cj W D I ,- I I Q = n www.magellanarchitects.com additional set(s) of plans does not entitile the 1 Y• D C7 c,J j o Jr Copyright © 2016 Magellan Associates PLLC purchaser to construct more than one building. :[1 W O 4t o o ti•I ii m 0 • i, D< 4311 yII (1- r•1•I.,l.l rl r,r1.,I r m.,l rl ,.,.,I•11•II T...,.,.,,.,,.,,AEI.,ml al a1 al Mil --- 1 8 0 ,\N 8 A r m -,� J- 1 ..� m al -n r _ t re.n.d.d ul rnr .nrn.n•,rn.I •n�n rrnrnrnm.nm. .l.nrlllun.n it it IMI u � ..:nr,rr.l.n.n rin. rl mil mil Ad .n ". 1 (' I-. ., .. 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The documents prepared b the � m � � © � , � � _ N..., A., STORQUESTSELFSTORAGE g project pp y s ' C , D (/) z7 O LP) 4 I I p Architect for this ro ect are instruments of the pp -i n r I c I'C' Architect's service for use solely with respect to eb 0 m !?1 44 -• 1,1 C A (n ca D this project. a 44Ih Z n OD -0 C rn rn y r No art of this Ian may be copied, reproduced, co {f1� C rTl i I7C—I NEW SELF-STORAGE FAC I L ■ r+ or t transmitted in P any form or pby any means, O a rn O r ARCHITECTURE electronic or mechanical (including photocopying, r� co o a • (A 4 o A n 0 Ln '� 0 recording, or any information retrieval system, ^ CD M r r ii C c? O ,, t"i 8383158th Avenue Northeast, Suite 280 without the express written approval of Magellan IV 2-Nil) o *. r I s N r- Iv P1 Z ..j Associates PLIC. No derivative works of this plop o 9 Cn M �' 12800 SW PACIFIC HIGHWAY op Redmond, Washington 98052 may be made without prior written permission. The �' n Z0 Oo a-, ar, C o W purchase of this set of plans entitles the �, w ' o �, TIGARD, OREGON 97223 a iA Tel (425) 885-4300 Fax(425) 885-4303 purchaser to use this set of pians far the �O nI 1 oo m n construction of only one building. The purchase of0 Ch -ID -.< - ]fi T AD C D I ,- I I z z V+rri www.magellanarchitects.com additional set(s) of plans does riot entitile the 1 Y• D c7 c�,I cc) o I N r'f^ Copyright 0 2016 Magellan Associates PLLC purchaser to construct more than one building. 1-1_) (--- X22 , ‹S� C: ) •8.32 edr A d - A 8.32 g - it 41'-0'' (EL. 218.5) _ _ { 1 +41'-0"A.F.F. 1 __ - 1 r - - - - T.O. PARAPET FRAMING 4894 T.O. PARAPET FRAME l Redmond, WA 1 8.20 frK--- 44 ,\. N. \ \ M\s{ -CT OF 0 1 f 1 •—� AI, _ _ _ +38'-0"A.F.F. ai /3\ a 3 \ B.O. CANOPY I 1- -l 4 T.O PARAPET WALL FRAMING V O'- a [III O. I _I -..F.J... OccE=L—F--...-... .... I Ela � 1 n � O � OO nC � vO --. ._ N ,_ O a �. m v 4. Vm 1 =w v y,a.6— 4') c' m.,. a) 1:ii•������������������������ I - -���������ftftftff ttftt��trItttft�t�tt I c w o „ g 0,a- o y 1 �' I • I I STANDING SEAM METAL ROOFING o/ ROOF 3 . Q7 V a) T O O O 007 aham tFRAMING PER 'KS' w/ R-11 < Q° V y o o • 1 aTZN No yCONINUOUS BATTS o/ R-25 BANDEDde o Eo L STANDING SEAM METAL ROOFING 0/ ROOF AJBATT INSULATION `O a FRAMING PER 'KS' DRAWINGS w/ R-11 i ® •_- -- O o y�-0E0:. L N d CONTINUOUS BATTS o/ R-25 BANDED + - - - - t v ;a i o �, , w wi1. o f o BATT INSULATION i I + ; `• a .•-5-5 n o v o 0 , ,, u - n � o �� oa N a..+t, ' O LL t i ,7-.2.1 V UL O O y tNn O 7 O U 7 .• �7 ail E ..T.,_......,„ 0_6 ,_ < EcLatiocx. 41 3 W QN (7 E -1 - + INTERIOR, BEARING I A INTERIOR, BEARING �' °7 In �' WALL STORAGE WALL STORAGE o-n H cn o coCO92 .o do PARTITIONS SYSTEMS 4 I PART111ONS SYSTEMS U c'n-E o 'ER 1/1 'KS` DRAWINGS •.411-41 = PER 'KS' DRAWIN- ri .-g (4- Lc(ii :,(A ELEVATIONS o/ 7/8ARCHITECTUR HAAL T!CHANNEETAL L o/ STEELDING E� m x m STUD FRAMING PER PLANS, WALL TYPES & `"" z L I ..� 'KS" DRAWINGS w/ R-19 BATT INSULATION & WI m c o �° o � ' I LINER PANEL AT INTERIOR FACE c E M E = ! r\ 1 0- CF) -r-, Q m t- o 1 o0 • I I age -E o0 0 +20'-8"A.F.F. \' • a 1 I N --may . .. _ �_t��_ . I +23'-8"A.F.F. COI L T.O. 3RD FLOOR S.O.D, T.O. 3RD FLOOR S.O.D. - .--- -- - � --� I - . . � ' -� - — , - � . .- . . - All I = 1 c o ci7 0 oo I— o I I 1 /7. AI CONCRETE SLAB ON DECK PER METAL CONCRETE SLAB ON DECK PER METAL - - AI an' BUILDING SUPPLIER. REFER TO "KS" PLANS BUILDING SUPPLIER. REFER TO "KS" PLANS / ' 3 FOR ADDITIONAL INFORMATION FOR ADDITIONAL INFORMATION 4. / > a I All ., d 8.1� '; SstorQuest. 4111 Alb =: SELF STORAGE - Zip N] wn N ALUMINUM STOREFRONT WINDOW SYSTEM PER •. INTERIOR, BEARING • I � WALL STORAGE o--0 PLANS, ELEVATIONS & SCHEDULE (31J PARTITIONS SYSTEMS 48 9 PER 'KS' DRAWING57 < U 8.32 10 • A8.1• Ctr 41. T r 1 o N\\ 1 0 11. -4111 411. �: A8.10 I - I 1 •, f I �- I I I CD +13'-4"A.F.F. •' I I ICD' 40. T.O. 2ND FLOOR S.O.D -- -- . -�� _ --- j 1 I� - .:ne ..rl Eli ...: 1 ..L I +12'-0"A.F.F.- -1 � I I I I .• ? .� 1-1 1-t 1� �___�__ I J B.O. CANOPY 1 L I I I I ! — —� �+�.�_ �� LI CONCRETE SLAB ON DECK PER I ' ' - - _ o 1� P � : ) • _- x METAL BUILDING SUPPLIER. \ ,_ - - - -� .•Siri — ' "~ '� - - - - ' - Q ` MASONRY (OR) CAST-IN-PLACE CONCRETE CO REFER TO "KS" PLANS FOR -- - - _�� - r '— WALL PER PLAN & STRUCTURAL. PROVIDE II— ADDITIONAL INFORMAT1ON L .. "' ►� I._ __ o BLOCK/CONCRETE SEALER. I. -- - -- -- - •� I T Q TYPICAL SOFFIT/CEILING AT COVERED PARKING: i % - a _ W i co SUSPENDED METAL CEILING PANEL SYSTEM (REF. . _ A_ J � I I I o-C I CN J -_ 6/A9.2 FOR SIMILAR SYSTEM). MAINTAIN (MIN.) \\ I I W 13' 6" VERTICAL CLEARANCE THROUGHOUT DRIVE �• � a� 0 Ua..- Z AISLE AREAS. 0 V J u- O w-Y �o A8.10 v/ (� -oy a� - I I I I I LLIa z -`wn I I I I I } 1 �1. �_. T�rT — — +4' 5 112"A.F.F. O OC I 111 • - 1 1 • y 1 I .<1- Q I o 5 I 11 I I 5 I I I I I • ' . I 1 T.O. STEM WALL Q co o 1111 • < 61c, c-,..--, 1 , i, , I, , , i . . . .. o Q -- _ (OR) CAST-IN-PLACE CONCRETE I -al c� 1 114 I I I 11 • _ I Z N 4 I N "� .-- MASONRY WALL PER PLAN & STRUCTURAL. PROVIDE I I y 7 ) 1C+• 1 1 l I I I I ) RF ) I I I I I ) I ► ti BLOCK/CONCRETE SEALER. I I • .. . ' SLABON GRADE PER 1 3 i.. _ ) 1 I a I 11 I 11 I I ) I I y . y I } I I } I I , i y STRUCT L a/ 2 SAND o/ 15 1 " I. - _.. ._. ... v ti W y I I I I LI 1 I I } I I y I ti l • . • • MIL STEGO-WRAP VAPOR \ I :„1••_ NO. DATE REVISIONS BY ``` BARRIER o/ (MIN.) 4 FREE °= ?r'!:�. DATUM: 0'-0"A.F.F. (EL. 177.5') n 12-28-16 PER ARCH. ...__ } I �I I T III I y . y I 1 y 1 I i •y - - - DRAINING AGGREGATE PER I y • -_'° • • STRUCTURAL & GEOTECH ` - n _ -;••, -_-� = EE W _ , I: • '. .. ' T.0.1 ST FLOOR SLAB _ _ — —1-1 J1=11=Mli-11 11'=11=11=1111=i1.=11=11: =1 7f-1 It�ll. I V �C!. _ Ti Il-I. .I II -u i-I�IirJ,J `1. - � n .l • _ / \ 12 30 16 CITY COMMENTS — — — — ,II-'-Il. 1=.11=11 - II,I-�I001 hIL.ItI?CI - • __ __ -r-�:.•-•r - _r - r� _�_rr• -r r_.' r -r r- �r r:. I C.--. = Il—i— rL—.Ir-II ll=11=11-1L 11—JL—IL—IL-1L=J111.11= ..„ — ._r� �C:C'5:4�{ :'f .- I ....:•••••-•••.••.•:-...,•.„,...„.....,-..,...,„,.,.....2„,_rrr -.-.-.-. _... ......... ... - ............ _ •• .. cc, ,�-"s-- x. f=t-t.,Y-Rr�_r:� • 1! u�v �fratrtti lit d'gan .4. :rte e A 02-19-17 VE REVISIONS I St:t.mz aI II.4.1� 11='x=.)[ Jl—I a 7t 71_ • '� .4� • , „,4R 7�I1�--41� 1, ' ' - I*•IF �. FOOTING & FOUNDATION WALL PER STRUCTURAL: COAT 4 I �"•ikii I :.:;:-cl= :lE.=l1�1!`I II-IL•-IIS —I ti-,,K rs , 71 •' i:.'_.._;._; 1�AltrAli - ip�-�rl; SUB-GRADE PORTIONS OF FOUNDATION WALL w/ `�I 11 �i 1=11= ASPHALTIC EMULSION WATER PROOFING; PROVIDE MIN. - - - la ;;.,.�.,III. Isla a 1=11.4l�l,�11 1 � 12" FREE-DRAINING BACKFILL PER GEOTECH; 6" PERF. �li 11 n�u=n .n- fi • ,,,,,Til 1 n as r=E1 I PVC FOOTING DRAIN w/i 18" COURSE OF FREE-DRAINING 1 Q ,.,,,.,., 1 Ar: ii nai. ISSUE DATES $10 =i1_I=i=it1� 1r- I MATERIAL, WRAP IN APPROVED FILTER FABRIC } LAND USE APPROVAL 2016-04-29 • ••-•:•••-•:-• PERMIT SUBMITTAL: 2016-08-30 PERMIT RECEIVED: I I •,,,` ] BID DOCS: CONSTR. DOCS: 24"x36"SCALE: 118"=1'-0" PLOT DATE: 2017-02-19 CAD FILE: 15-133_A41 10'4"A.F.F. Alb .....-„s„..••,, - - - - - - - - - -~ -- JOB NUMBER: 15-133 _ `• ';= : T.O. BASEMENT S.O.G. CHECKED: PAMC : I 0 0 0 0 ..______! ,,.... v-DARes. 1- 4 , , � edr "AM Redmond, WA ,, - .1A ,- 4894 �Q 1 �oF og� I !,, ! - +41'0"A.F.F.At -` :_ rrf�rr��������r���..4r�t�����������������t�r��������Mret��?t - I .11�1�1�11/1///111111111/1/1111111///11//1 ;. 'I — — — — — T.O. PARAPET +40' 2"A.F.F. AL +40' 2"A.F.F. 002 ccmam m r l B.O. 8" PURLIN Y 1 I •-.] `"'.' B.O. 8" PURLIN - • a''"'° a I I : - PROVIDE HOISTWAY • I VENTILATION --~ \ \• ' � +39' 0"A.F.F. „ 2 • y� I I ._._ „ u n ,. ..I — — — — o `v m ~ oto 0 o E c▪ amx' +3$'p'A.F.F. _ +38' 0"A.F.F. , B.O. 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PERMIT RECEIVED: - • ••• — T.O. BASEMENT S.O.G. a T.O. BASEMENT S.O.G. • j , I 1 I �. �_.�-- —_-1---�— . I BID DOCS: ♦r r 'err• rr>ir;r.;.. II t _ r I •f[,f" '' .t 5.�: ,. r: t!... ... sfrrr 'E.fjr r-t :-..i ; �• -. 1 • • �,� j. I CONSTR. DOCS: • . ,. .. . . :. .., .. . � l _� - - �' 24"x36"SCALE: 118" 1' 0" I L I I --a.. I PLOT DATE: 2017-02-19 I I• - - - - I CAD FILE: 15-133_A41 - - I - - - - - - -76 AFF. 1. :� :._ + 14' 10"A.F.F B.O. ELEVATOR PIT- j B.O. ELEVATOR PIT \--IVJOB NUMBER: 15-133 '{ 1 I 4 CHECKED: PAMC v — .... 1 .0.,-,. 4 �A8.20 I DRAWN: DYM 11 STATUS: ISSUE FOR PERMIT 1 WALL SECTIONS- ELEVATORS 0SOUTH ELEVATOR SHAFT SECTION NORTH ELEVATOR SHAFT SECTION WALL SECTION SCALE: 318" - 1'-OI� ALL NOTES TYPICAL THIS SECTION SCALE: 3/8" - 1-0" ALL NOTES TYPICAL THIS SECTION SCALE: 3/8" - 11-0" ALL NOTES TYPICAL THIS SECTION UNLESS OTHERWISE NOTED UNLESS OTHERWISE NOTED UNLESS OTHERWISE NOTED A4 • 4 0 Iliii' o m a Ali + WIW O LI mxi O w O w Q c IC n m NIS. wloo �I D oID oID SID 0 U) K No Olen „ m �_ �' t" p Z t— r— xi ?T Z r �]I m 0 -A m cn ch cn -` y coO O * .. m mr I I I I! C.A.) • r / 1 - m 1 #1E=.11= =I Ei -i ' Ik=EE �Ilr-_, li ilm I n 1 T1=11 kf lf lk II 1 I I X71=�i1�lP --.E�''' 1-!111-1i ��iE,r- I I I 1 H - P= EL O ipIF p1 1 — �r.l I 9.9 >) !i.9`4! M0 M ENI.__Y 0 CO 0 c-7 ,,A Q edr A d .4s3(-) Redmond, WA , IA 4894Q I 1 I I I OF O . ) +41'-0"A.F.F. 1 I .. T.O. 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' .10 I I WALL SECTIONS- STAIRS 0 NORTH STAIR SECTION0 WEST STAIR SECTION0 SOUTH STAIR SECTIONA4 • 50 SCALE: 3/8" - 1'-0" 1 ALL NOTES TYPICAL THIS SECTION I SCALE: 3/8" - 1'-0" 1 ALL NOTES TYPICAL THIS SECTION I SCALE: 3/8" - 1'-0" 1 ALL NOTES TYPICAL THIS SECTION UNLESS OTHERWISE NOTED UNLESS OTHERWISE NOTED UNLESS OTHERWISE NOTED -1- I - -1- I — 7/////////////� - I .1.0.1 0 I I I I j I / / M m Z I + I' I M I I I r1 'I 1 i u II II I: fl CO 0 -n I I 1 TIM X I I 1 II I• I M LJ M 0 I I I 0Z / / M I � ••\ • I I I Z - - - - _13'-8 1/4" _ — "' �O c�,'` i' ^ i' –„ W/////////////(//////// _p441‘C'?: o•o / I I I I / I D / Z �\ o $6 +• I / O , O O / I00 -;',/ / o • 0 : _ — • ''p / — — - — — — — — 77;1 '/%///////i N I , I �I I• I (kIto 0 •• • I I • I X X I I ‘N‘ \ - \ • >. \ LI I I \`9� I '� `� ,_�' F I I : , a - r\---) \N, Air- L, I I 1 1 16'-8 1/4" 1'-0 1/4" I I Z 0 0 CPCID o - o I -T- - - T /7///777//////. - _ I ...,..:••__ I I I I / r � 0 �� „ , 11 " » 5'-2,1 / 9, 4„ J' 9 4 8.4' 9' 11�4" I 4'-8" cn n rn - - / > I Z I rn N op I-- 4 H— A- / I 19 r 1 ` n � / / I 0 e D (------ Pah / _ mli ____ _ _ r _9 - - +`s • . • - - - - i • • • - • • • • % O \L\ 4._ N v 6c-.,.. ,� r I I s m I I s ` i I 7 5/8" 1 I — 1 I v6i13'-0" 8 7/8,1 '1 3'-0" 11-7 1/2"r---4'-61,.w 1°-10 3/8" 3'-0" 7 5/8" J n k, 1 ir O — — — — I �.— _ — — — N N N w 40 r I --- n o 3:>?-5 I n D it: :41) n orO = - t --- ---- _ =T=� —=}_p DI y--- Z : j w w cn 1 _„. . . . . . . m0 i Irbo �� I f n D � � 1Imc _mm (lb ` / \ ....° ' \ > 0 . 0. -64) •:\,•,..4 � ry INV 1 II � N8 � I \ i I / I I —.. 1 5'-0 1/2- ---7,-711----t 4.' 1'-7" / 1 - , / (f 4 �1 \ I 1 1 A• I '� I \ I `\ I L J _,..r tr pi \ \ \\\ /� I N . . . 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(�Y Cyll �1gi -a C!1 m—4 No part of this plan may be copied, reproduced, m O O O C K -a C J m NEW S E L F STO RAGE FAC I L ■ GA �+ or transmitted in any form or by ony means, O Q (� O - m _, c, rn ARCHITECTURE electronic or mechanical (including photocopyin o ■ m cc) D y a N '1 O recording, or any information retrieval system, co X -n m r I.7 , < -�—I v' '� 8383158th Avenue Northeast, Suite 280 without the express written approval of Magellan o j'51- *, (} N N ry Z Associates PLLC. No derivative works of this plan ,�+� PI o �?' n n ni �' 12800 SW PACIFIC HIGHWAY '` Redmond,Washington 98052 may be mode without prior written permission. The 74 a 0 cr J r cr)— cr)— cn r'n O CO purchase of this set of plans entitles the13 S COCP Z o o OREGON 97223 a CD Tel (425) 885-4300 Fax(425) 885-4303 purchaser to use this set of plans for the �O ` m ! I com n TIGARD, construction of only one building. The purchase of IPA/ yy' CI:ol z a n m ! ? Lf, www.magellanarchitects.com additional set(s) of plans does not entitile the • n �y j p p N cn r Copyright 0 2016 Magellan Associates PLLC purchaser to construct more than one building. 16 1� �� 17 16 17 40311Re$ 10-o � ,...\J I I ed yi'44 , • /i/ �//T /v �/� _ ` Redmond, WA I a$s4 p -N. ELEVATOR /_ LC10'--0" I N 0 F (055� MACHINE ROOM .. // i " 10 CO 7 , ... ... . . N. _ ` CI � I71A4 _co- /� j / ( // / / // Jwo al y vca.y r7 FE Dv oEoomcN � oa o N N w n owmw � L 4 p ON l acGI71 A - I - No_ Ny . . 7 .40 .� - _ -.. 1 I / w a i"- a1 rn•C C's a aro L' 4 / NORTH -`11 i NORTH / L� c v a . a Q N c T is u3y o Q Q,� C ELEVATOR , v i ELEVATOR --}' 0 c o .. € ` o �I �1 / I j • • {� ; I • • MI / I \X/ o tea° _no � cu� o� � Nc(13 v� to �i I I I • t j o 3 , a.5 ? o8.Z�.L . ° ° c i ! — — — - - — - M _ �' L.y� J L - IVi N N J ° NORTH i / 0, - . . .-. . c. oQ) ��, ,, - �' L N U 11 j� 0 1 // ELEVATOR— — -- i�-- _ 0 00 �, r � j -co n � � 8w ° a,2o�,2 n. o a � ca � jr /_ — _ I IA 1 Io / aaa..z `a - Eaaooa / %%// i / I ilii% O I- - -L C W oc) cNi co o in o E 0 -// 5x 51 O J I N L - 2' 21" 4' 4 1/2" 2'-8 1/2' 5• = COQ °' 7 2'-10" 4'-4" 2'-9" CU H cn o 0o s U m cG v N 2'-11" 4'-4" 2'-9" I 1 . x ea c / / / / 1---1 o ( Li BASEMENT- NORTH ELEVATOR - - QUI o M E LEVEL 1NORTH ELEVATOR LEVEL 2&3NORTH ELEVATOR SCALE: 1/4" = 1'-0"0 011) g:4 g). -0 -d- 1 `,L2 d ¢ °° N NOTES: 1/4" = !� !� = F !! co 0 SCALE: 1 -0 SCALE: 114 1 -0 1. REFER TO DETAIL 08.2 FOR ELEVATOR PIT WATERPROOFING REQUIREMENTS COI L 2. REFER TO STRUCTURAL FOR ADDITIONAL INFORMATION M in 3. REFER TO 5/A5.20 FOR PIT PLAN. CO 00 I-^ U 60 irfo0 cA StorQuest. 101 0 5/8" / i1 -4 / I 5 SELF STORAGE 4'--4 3/8" 5-8 1/4" t4'-3 3/4" - 1 E ''1 1 1 0 .1 1 L. ,,,,., .1/4 , 18 DEEP SUMP PIT WI 1 L - GRATE -REFER TO SEC110N U / < Qu- \\NNI) co ro ,,,,,, , 1 � , D/ ,, � + - _oma w souTH Cn 1'-6" 1'-6" r'" --4- In ELEVATOR -4'B, _ _ i F.F./DATUM =0.0' B.O. 10 PIT T.O. SLAB x 1 171 I A - I 1.1. (.9 z/.// % I I �`' 1 I ....., g CO 1 I r^ I �1'-4" I N J } (0 1 < I711A I - I W LLI C7co N U Z SOUTH ELEVATOR PIT PLAN 8 LEVEL 2&3 - SOUTH ELEVATOR 0 (i) 0_<" w �,0 9'-4 3 8" _ _ !! = ,i n p SCALE: 114 = l'-0" / 5 0 20 $ 4'-4'' SCALE: 1141 0 V co Q, / / A I—'- W o � I _ J �71� - � L- - N ~ k\\\I\\\\\\\\\\\\ \\ \\\\\\\\'' ,,\ \\\\\\\\\ I1 \ I I REVISIONS k.' -- NO. DATE BY 0 � _ � In 12-2$-16 PER ARCH. I I \• ,A 12-30-16 CITY COMMENTS _ a` _ 3 \ Q _ A02-19-17 VE REVISIONS I MACH!IVE ROOM \ h k 1 A SOUTH 92 71 A - ELEVATOR • • . E — _ N % \ CD ISSUE DATES in - \4L\\Mb--)c--t--\ �- LAND USE APPROVAL:2016-04-29 / 14'_O" PERMIT SUBMITTAL: 2016-08-30 I S PERMIT RECEIVED: I JL / 5 X 5 11 0 X I 4 3 4 / 4 BID DOCS: /\ ���JJJ �J I 1 E CONSTR. DOCS: I r - - - - -I I- - -- - -I I I I- - - - - -I 1- -I I- \ I I —1 I I E — — I _-_L __I I — _ I J_ • 24'x36'SCALE: AS NOTED \ o I I I I I PLOT DATE: 2017-02-19 I CAD FILE: 15-133 A51 in JOB NUMBER: 15--133 k F - - - - 7 - - - r _ 7 T T i -1- r - CHECKED: PAMG - r - I- � I L J I L J I L J I L_ J DRAWN: DYM/RY/JJ/DA I I 1 STATUS: ISSUE FOR PERMIT F1fl . , ELEVATOR SHAFT PLANS ENLARGED RAMP PLANS 6 LEVEL 1 - SOUTH ELEVATOR LOBBY, STAIRS AND RAMPA5 • 20 Q SCALE: 114" = 1-0" 20 C21D (-20-) 21 20 1 20 21 ,ov")/Aitt, Cb J ` _I edr A ///I/////e.I Ai A _ \\\\\\\\\\\\\\ \\\ \\\\\\\\\ I I 7,11443 'il � 2 i� \ I i Redmond, WA '�, 40 ji\--- ° 4894 Cs0 I \ �� I OF O0 I 5x 71 A I t 1 \\\ SPRINKLER I I I \ RISER ROOM �I� _I I I 110 �iif� • (` {I L - _ L_ -- 71 I A 1 U L L.w. -° V! �C C 41 G1 Q1'.- Q1 I71IA1 - ‘- \ I711g1 - � �, � �, �� � d � w °w U O TN v Q' /////////, \\\\\\\\\\\\\\\\\ . . \,l \\\\\ \\\\\\\\\\\\\\\\\\\ ` r//,r/////////////////////////4 a a a u m�.2. v.<5L: '' _ _ \ - \ 71 A _ - ';d- - % - / 0,r - COT EE 7g''s -140-RT-1:1--- r _ _ I - �- / 0 ° aro 0 o'E a�'n (B02A) ' NORTH -- \` r o " �� \ I I ` \ d ��' �� j a0 40 a 3 12 >, o c a - o g \ / m E ro aw- m ° yw y I �� \ i ` \ i j Q 2.�,� o� a3,aa Qo o N o o I STAIR �� .\ \ ` �/ �0 4/ ---. � a' 0 �• •• I C ' �,o C 0 v••L ` o 0 i / \ co i \ / / o E ^ Eve • # J'v�s II I f' B02 \\ \ I \\ \ I \ W // ' \ / .� O� O N >`O ° O ° O N N — r CM} \ T 7% in T o 7/7 T o ° u °� ° E'.` `o_„ as -pi / UP \i r \ j Visiffl'i'a �, aU3" ; °::vo: � 011 I \ rj % `v :6":: voM o :6: aa �oo� cmo\ \\ \ CO / _'.10 n \ '_ J % N+ f1 V 4NN JON \ II \ II �/ / II v tt� uo4c oo ° mmw ` C in 00 +_'. N U r ., ,;,E) ;_, C"O � ' `' l � : 04 ,--) E (-) ets .., I-1:1-"I C "4a4 CCT9 8 c9 8 ,_, . r' I a • ,\\\"i 0 O ` /!Lu<cl cr! H r.n o c°Do 92 a _ _ N \ _ DOWN UP _ N _A . — :F: - (13- — — U �; 0 _ DOWN J = o� DOWN _ a1 `* W `„ L - - - 1�\ 1 J.��' EXTERIOR _ \ c.r v UP i' 1 �\ UP / / I H \ r \ NORTH r °° / 1 --� r -�� zil I71IAI - \ r I I \ r �, \ I , o \ r 03 ` STAIR i . ,n i ,n I / / - '� Cs), •. / I __ i___ �. �' °° �� NORTH f. �\ �� m c o 0 I. 102 I %� FORTH / a .. = o E m - � �n �i' _ STAIR - I (( o, 1 (14 c1:27 M 1 \ _F Z0� _ 1i 302 / Q cc o - ` I `� 4 \\\\\\\\ \\\\\\\\\\\\ \ \\\\\\\\\\\\\ 6 //lllll/SII/7 i l�il//// "/7/// A col °; N $1 A - 631A1 t I EIMIHI O0 O O I71� A � - C") v\i/�1\_ 71 AI491AI _ I-I-i --__-vim 61 A �49� q - I I NORTH STAIR - BASEMENT FLOOR NORTH STAIR - FIRST FLOOR NORTH STAIR - SECOND FLOOR N STAIR - THIRD FL net. o FLOOR 0 str SCALE: 114" = 1'-0" SCALE: 1/4" = 1'-0" et RTH s s>�L F s To R AG E SCALE: 1/4" = 1-0" SCALE: 1/4" = 1'-0" W 0 J Co 0 �30 0 0 0 0 0 7 . i i Q , , 1 ! I It I I O l„ \, 1'-0" 1'-0" , 711 A - A 171 I A I - L 71 A - L " p;) \\ \\\\ \\'\\ \4 \\ \ \\(\\ — - — \\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\ \\\\\\\\\\\ p — ! /ii�i�ir W A / rn COI i I over ( i Dowty (\201A) ' ;' DOWN \(301A) .1 g \ \ / >I II1i \— SOUTH /: r SOUTH ti LU 1 \ > \ I I (I) 0 — ,�� I� \ u, \ if LI. . .... . . . / _.. ... . ... STAIR �� STAIR i / t ��' III SOUTH I I / \ I 201 1� I 301 riImam 20 21 STAIR \ \ \ j / Ai H r^ \ 101 i i �-- //%r \ \ \\`\\ UP /'/rr \ / \\\\` r V, \ / / ( ) I Q / , 1111,W / ili 0 — — — Q \ \\\\\\\\ .\\� \� \\\\\\�\\�\���\\\\\\\\\\\ ' Q _ ; \\\\\\\\\\\ \\\\\\\\\\�\\\ \\\\\\\1\\ ,l r Q 1 _ //iii�iiii/i�iiiiiiirr�//////�iiiiiii/ .!///i,'� //. J = 1711 Ali . 1'-0" 1 0' i D W Dx i' X 0 u) V Z - . . {� 5'-6 5/8" AI '9.1 5'-6 3/4" I 5'-6 5/8" 9 TREADS AT 11' = $`-3" 5 li �' 5'-6 5/8" 9 TREADS AT 11' = $'-3" �'�/ ¢ w 194A1 t 8I 3" I • •' I '' I n 5 11 L.L a - � 3a o o o r SOUTH STAIR - FIRST FLOOR SOUTH STAIR SECOND FLOOR SOUTH STAIR - THIRD FLOOR (1) Z N 0 6 03 0 8 — SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" \ �- SCALE: 1/4" = 1-0" 7B \\ i REVISIONS i •'.30 \� ?_ I CM „.._41;-- ` - -� NO. DATE BY -4 a �\ 11/4- 14 15 16 14 15 16 A 12-28-16 PER ARCH. ii L \ 12-30-16 CITY COMMENTS �, Q /��\ 01-31-17 VE REVISIONS H 63 A t I ( '9.1 I I EXTERIOR I 63 A t I /4\ i - 81 I A - (103A� 71 A - A - Al�ff/ � . S. ` \fit - - - I\ i f Q ji4 drr n n a ` d N\\\\\.\\,..., \\\\\\\\ ► , \\\\�\\\\\\\ ` r \\\\\\\\\\\\\ \\ / , \ / N L r 1 j j�- ISSUE DATES / / w -- / ,V l M �, � � / \ - .�\\ \ LAND USE APPROVAL 2016-04-29 j ('Sc !r' > / 711 A I - I 1711 A I - �..k,.. ( \, \ PERMIT SUBMITTAL: 2016-08-30 �N\ iL ... rl / WEST \ Ny \ PERMIT RECEIVED: - ..... - — `. ' r STAIR l \ I \ ' N l ) '� EXTERIOR IA DOWN ra I , �� � ;• B03 j \ 1 i� \ BID DOCS: 1 i - I / \ WEST i \ NORTH / ao - ti _ / \ / CONSTR. DOCS: \\ STAIR r i / \ STAIR / (402A) \ 402 i'r j a' r, 4 \\\ — TUP • \ 103 DOWN — �/ `\.�. '�' .��. �B03A) % \ �'� 24'x36”SCALE: AS NOTED ^ "- - - - - 1-- - - -' \ ——--5-- PLOT DATE: 2017-02-06 if _ilii iii: / ----� \\\\\\\ B 1-- /////% - . , A ���� I EB -- �],� \\\\ \\\\\\\\\\I\\\\\\\\\\\\\\\\\\\ \�`� CAD FILE: 15-133_A51 1 ©O ©O 1 } (71 1 A I - I I- '-0" / 1'-0 '-0" 71 I Al - I JOB NUMBER: 15 133 '. 71 A -- '' . I -� .f' ' i ' �"'• — 5'-8 1/8", 1 8 TREADS AT 11' = 7'-4" 1 5'-8 1/4" 5'-8" 8 TREADS AT 11' = 7'-4" 5'-8 3/8" CHECKED: PAMC 1 /\ 1 1 / i ''' I 'f •� DRAWN: DYMIDA AI 20 STATUS: ISSUE FOR PERMIT " NORTH STAIR - ROOF LEVEL WEST STAIR - BSMT. FLOOR WEST STAIR - FIRST FLOOR ENLARGED STAIRWELL PLANS 9 O SCALE: 1/4" = 1'4Y SCALE: 1/4" = 1-0" SCALE: 1/4" = 1'-0" A5 . 30 0 1 m m C 6,-10" , 2'-6" .1----. I - - j rn r r , II 7 j / c I > i m % • I— nT 0 m / ]J n / --1 / xi / ill 0 / -- Dr N _n I- n o / O9 T III O / r- 0 O I K / It / j 1 —4. / W I __0) D:)N > I 0 _ _I I r— (-1:--)°0e' 1 _447.1 CI :1 &...(1: 0 il rn I 2'-6 -7 as i'-8 L .*- 73 N coo .--- II . _ N I\vrj 1 N.) - 7-.) ? 7z, m- a , _ . . _ a , L I I r.. > a rrn a — J cL_— ►� — I n O ' I I fI I 0 1 � k.c.' LJ-�-- -W-i— -- 01 1 0 _ k w \\ 1 �D n cn mI-IZ L \--/ ._ r (,) m -----� 1a1 9'-2" N 1. 0 CA) Q° v//,ri///////////////////i/ilii//i lit o N) 1 1 1 \ 1 1 1 1 1 1 Ht �•. 0 0 > m m 8 O ... z o 1- 0>> D�DDD Copyright ® 2016 Magellan Associates PUG • = O r p m m G� Cn A W N -� t) Z T c,7 Ahts reserved.orthiThe tdocuments prepared bythe 1 rG m Z rn m a _ o N N 0 STO RQ U E ST SELF STORAGE Architect for thisproject are instruments othe y I�� Z D m �, N Architect's service for use solely with respect to <D co m o r�*1 c (/) r� this project. a rl `'.1 No part of this plan may be reproduced, N _ NEW SELF—STORAGE FACIL . � � o I f1or transmitted in any form copied, any means, a Oil xi m m ARCHITECTURE electronic or mechanical (including pal system), k� CD G ■ O D C '71 0 recording, or any information retrieval til c r- ;› y C c7 5 i 8383158th Avenue Northeast, Suite 280 without the express written approval of Magellan O a-' e- *- m N NJ cn N m -< Z Associates PLLC. No derivative works of this plan �] 11.1111h 13 -r p y co O frl 12800 SW PACIFIC HIGHWAY o Redmond, Washington 98052 may be mode without prior written permission. The (�v n ^ �Z f - CO a) rn r" o xl purchase of this set of plans entitles the `t• r) CD -a W ' Z I OREGON 97223 Tel (425) 885-4300 Fax(425) 885-4303 purchaser to use this set of plans for the G�� y m 's kW O O co m TIGARD, construction of only one building. The purchase of {Y w v , m I I z m V1 www.magellanarchiteets.com additional set(s) of plans does not entitile the • = D n cc,., co p p C0 Copyright 0 2016 Magellan Associates PLLC purchaser to construct more than one building. NA Ø44 44 Redmond, WA ,,- 4$94 0-• 4 GYP. BD. - PAlNTGYP. BD. - PAINT _— ILL / • , GYP. 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O m N w C v1 � T ��.w 0 L6 OU I UDLU.t""'�L .%:L' " U w Dno-o7U `--i < z `om 4Ea.a_ oa. A SOUTHEAST B SOUTHWEST 0 NORTHWEST A SOUTHWEST B NORTHWEST Q NORTHEAST a W Q N 2 § U rxNo � � � 12 w REFER TO 1/A9.30 FOR TYPICAL REFER TO 1/A9.30 FOR TYPICALcrs cn o co a MOUNTING HEIGHTS AND DIMENSIONS. MOUNTING HEIGHTS AND DIMENSIONS, U . F S Niii W m c4 c Q 0 , co7, 2 MENS RESTROOM 108 (WOMENS RESTROOM 109 SIMILAR, OPPOSITE HAND0 WOMENS RESTROOM 204 (MENS RESTROOM 203 SIMILAR, OPPOSITE HAND) WI x Z V S o Q E ; SCALE: 318" = 1'-0" SCALE: 3/8" = 1'-0" c I cr) ,Q' Q � � a co N co Cr$1Lo N cp 2 . c"7o CCS ,_ . 10 irj,c StorQuest. SELF STORAGE 9.30 W . 0 —1 /\ _ _<\ = Q ....\\17 -. ..,..............tU -, tY < OLi_ oBACKSPLASH _ N W VV ___ VJ 0 LL < — Q { _j t COUNTERTOP o � J Et • W N V) O 2' ,, 2'-6" 3'-6" 2'-6" 2" • CO I Q co '— UNDER COUNTER LL .1 0 N REFRIGERATOR - ] W I N- BY OWER U Z 0 (f) -_ O W U 0 BREAK ROOM CASEWORK ELEVATION LL SCALE: 1/2" = 11-0" O , 0 W o < CD ZCO NH T REVISIONS SECURITY CAMERA LOCATION TO BE NO. DATE BY DETERMINED BY OWNER I - I I 0 IIIIII Fr \ r---,) . ,7 .I Li ji, , I ME i A 0 11 - ELEVATOR DOOR MOTION TO ACTIVATE MOTION DETECTION ISSUE DATES SWITCH FOR NEAREST LIGHT TO LAND USE APPROVAL:2016--04-29 ELEV. DOOR. PERMIT SUBMITTAL: 2016-08-30 ELEVATOR DOOR ii 1 / I (FINISH PER OWNER • I \ PERMIT RECEIVED: SPECS) BID DOCS: CALL BUTTON I CONSTR. DOCS: 1-47 ELECTRONIC KEYPAD (LOCATEal. Il ON FIRST \ r2415(36'SCALE: AS NOTED FLOOR LOBBY) s I • PLOT DATE: 2016-08-29 x x CAD FILE: 15-133 A61 a JOB NUMBER: 15-133 N cy CHECKED: PAMC DRAWN: DYM 1-— STATUS; ISSUE FOR PERMIT I 1 INTERIOR ELEVATIONS TYP. NORTH ELEVATOR ELEVATION TYP . SOUTH ELEVATOR ELEVATION 9 10 A6 • 1 0 SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" La) WINDOW SCHEDULE I fa�A-) DOOR SCHEDULE I ROOM FINISH SCHEDULE I TYPE WIDTH HEIGHT MATERIAL COLOR FINISH area QTY TOTAL U-VALUE NFRC CERT. SHGC(0.35 VT REMARKS DOOR FRAME A1j (TGA) (0.38 MAX) NUMBER(CPD#) MAX) WALL CEILING S j ALUM. NO ROOMS SERVED SIZE ROOM NO ROOM NAME FLOOR WALL BASE41 ROOM(S) {W X H) MATERIAL TYPE GLAZING MATERIAL TYPE GLAZING Are Rating HARDWARE REMARKS/LOCATION NORTH SOUTH EAST WEST Material Height 11'-11" T3" CLEAR ANOD. 86.4 6 518.4 0.328 0 340 0 529 A REMARKS STOREFRONT rr�� ALUM- ELEVATOR MACHINE V B 9'-4" 7'3" - CLEAR ANDD. 67.6 15 1,014.0 0.328 0.340 0.529 A BO1A ROOM 3'-0"x7'-0" 18 GA HOLLOW METAL C - 16 GA HOLLOW METAL A - 90 MIN. DETAIL 51A9 2 101 LEASING OFFICE CT-1/CPT RB-1 PT-1 PT-1 PT-1 PT-2 ACT-2/OPEN VARIES edr A d STOREFRONT B1 41 9�" 7'3„ 11.4t.s4 ALUM- - CLEAR ANOD 67.6 2 135-2 0.328 0 34D 0 520 A 102 BREAK ROOM CPT RB-1 PT-1 PT-1 PT-1 PT-2 ACT-2 9'0" REFER TO SECTION/RCP -� STOREFRONT BO2A NORTH STAIR 3'-0"x7'-0" 18 GA HOLLOW METAL C - 16 GA HOLLOW METAL A - 90 MIN. DETAIL 5/A942 SPRINKLER Redmond, WA ,� C 9'-0" 9'-0" ALUM- CLEAR ANOD 81 5 405 0 0.328 0.340 0.529 A 4894 O STOREFRONT BO3A WEST STAIR 3'-0"x7'-0" 18 GA HOLLOW METAL C - 16 GA HOLLOW METAL A - 90 MIN. DETAIL 5/A9.2 103 RISER&ELEC. CONC RB-3 PT-3 PT-3 PT-3 PT-3 OPEN 16'0" 0 9'-0" 6'-0" ALUM. - CLEAR ANOD. 63 1 63.0 0.328 0.340 0.529 A ROOM STOREFRONT 16 GA HOLLOW METAL 16 GA HOLLOW METAL ALUM. 101A SOUTH STAIR 3'-0"xT-0" FULLY INSULATED C FULLYlNSULATED A 90 MIN. P-LAM @24"EITHER OF O E 4'-0" T3" - CLEAR ANOD 29 6 174 0 0-328 0.340 0.529 A STOREFRONT 16 GA HOLLOW METAL 16 GA HOLLOW METAL 104 JANITOR'S CONC RB PT-3 PT-3 PT-3 PT-3 OPEN 160" SIDE OF MOP SINK TO ALUM 102A NORTH STAJR 3'-0"x 7'-0" C - A - 90 MIN. El 4'-0" 7'.3" - CLEAR ANOD. 29 4 116.0 0.328 0.340 0.529 A FULLY INSULATED FULLY INSULATED 48"AFF. STOREFRONT 16 GA HOLLOW METAL 16 GA HOLLOW METAL MEN'S P-LAM WAINSCOT PER F 6-1 1I2" 7'-3" ALUM. - CLEAR ANDD. 44.4 3 133.2 0.370 0-333 0.590 B 103A WEST STAIR 3'-0"x7'-0" C - A - 90 MIN. 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 FULLY INSULATED FULLY INSULATED RESTROOM ELEVS U 0 m U ,i o.-:c c 0 m a� m ALUM. 11'-4"x8'-0"(FRAME == u o.P E°a�--Co w G 9-F 7-3STOREFRONT - CLEAR ANOD. 65.1 2 130.2 0.370 0-333 0.590 B 104A ELEVATOR LOBBY R O) AUTOMATIC SLIDING DOOR D TEMP N/A N/A - - 106 WOMEN'S 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 P-LAM WAINSCOT PER Q nom T E ., 0.1 ° m Fn ALUM. RESTROOM ELEVS v T 0- ° F o m _°0 v°-c z.E H 4'-4" 7'3" - CLEAR ANDD. 31.4 3 94.2 0.370 0.333 0.590 B 105A LEASING OFFICE PAIR 3'-0"x 8'-0" ALUMINUM STOREFRONT A TEMP ALUMINUM STOREFRONT - - - -o m g a ° .....-7,7, oz-0 STOREFRONT o oQc, � - oco°oE cNa''a 18 GA HOLLOW METAL or ELEVATOR ALUM. 107 CONC RB-3 PT-3 PT-3 PT-3 PT 3 OPEN 16'0" 443' 73 STOREFRONT - CLEAR ANDD 33.7 2 67 4 6 370 0.333 0.590 B 105E LEASING OFFICE 3'-0"x 7'-0" 20 GA HOLLOW METAL C KNOCK DOWN $ DETAIL 51A9.2 LOBBY o m > o ,, a Ta.,„o e u9 aL -� ,,,,,.„,.7- >� m c ° i 8 GA HOLLOW METAL or ELEVATOR Q in >, o '5 2 3 c o_ c 106A BREAK ROOM 3'-0"x 7'-0" 20 GA HOLLOW METAL C - B - - DETAIL 5/A9.2 108 CONC RB 3 PT 3 PT 3 PT 3 PT 3 OPEN 16 O" c m ° a -., a° c ° 0 E , 0 F.e-- .� 3`-•a-`. KNOCKDOWN MACH. ROOM c mo-,5 m U 5 0 v-c oL 109 WEST STAIR CONC/MTL OPEN a o° V o o- ° "'- G'a' �'- BREAK 18 GA HOLLOW METAL or 106B ROONVCLOSET 3'-0"x7'-0" 20 GA HOLLOW METAL C B DETAIL 5lA9.2 0 110 110 EAST STAIR CONC/MTL - - - - - OPEN -- m v-- E r(0 3a n°'L Q- c E KNOCKDOWN O 5 G C w- O 75 18 GA HOLLOW METAL or ELEVATOR `Q ~ a m 7,-c a z L ^ m ° 1 07A JANITOR'S 3'-0"x 7'-0" 20 GA HOLLOW METAL C - B - - DETAIL 51A9.2 201 CONC RB 3 PT 3 PT-3 PT-3 PT 3 OPEN 10'0" o v ° o r °-.� KNOCK DOWN N >} > E Xcv a- ,, 0 LOBBY 18 GA HOLLOW METAL or N ', y w m M ` v D O D U N 0 108A MENS RESTROOM 3'-0"x7'-0" 20 GA HOLLOW METAL C B DETAIL 5lA9.2 ° o o a a 49 2850.6 KNOCK DOWN 202 WEST STAIR COCONC/MTL - - - - OPEN -- ,., 0 c o E 5 0 E q L -- . .� u,.P rn m m a�" 0 `w GENERAL NOTES: WOMENS 18 GA HOLLOW METAL or 203 EAST STAIR CONC MTL OPEN P' -L00 ,- '6'" c G c- 0 N o o ` co 109A 3'-0"x 7'-0" 20 GA HOLLOW METAL C B DETAIL 51A9.2 / 0 ,- a o�o --.0 0 0_ o 0 1. ALL GLAZING SHALL BE INSULATED,DOUBLE GLAZING TYPE. ALL FRAMES SHALL BE THERMALLY BROKEN RESTROOM KNOCK DOWN a `--'t 0 a_,V o 0 T 0 0-0 cc SPRINKLER RISER 16 GA HOLLOW METAL 16 GAHOLLOW METAL ELEVATOR o - U U,- ° ,_ y ul 0 13 L 2. ALL GLAZING SHALL BE CLEAR(NON-TINTED}GLASS. 110A ROOM 3'-0"x 7'-0" FULLY INSULATED C FULLY INSULATED A 301 CONC RB-3 PT-3 PT-3 PT-3 PT-3 OPEN 10'O" v ¢¢`¢` z U w ,r,'-' ¢ E a a a o a 3. ALL GLAZING SHALL COMPLY WITH GOVERNING1URISDICATIONS TARGET UA(SUM OF U-FACTOR TIMES ASSEMBLY AREAI VALUES. LOBBY REMARKS: 111A ELEVATOR LOBBY 11-4"x8'-0"(FRAME AUTOMATIC SLIDING DOOR D TEMP N/A N/A - - R.O.) 302 WEST STAIR CONC/MTL - - - - - OPEN -- A. OFFICE STOREFRONT SYSTEM IS BASED ON 2"x6"DEEP FRAMES. BASIS OF DESIGN KAWNEER 631-UT THERMALLY BROKEN FRAMING SYSTEM 16 GA HOLLOW METAL 16 GA HOLLOW METALO U B. STORAGE AREA STOREFRONT SYSTEM IS BASED ON 2"x4-1/2"DEEP FRAMES. BASIS OF DESIGN KAWNEER 451-UT THERMALLY BROKEN FRAMING SYSTEM 111B HALLWAY 3'-0"x 7'-0" C - A - 90 MIN- 303 EAST STAIR CONC/MTL - - - - ., OPEN -- a W pp CV M Q p E U FULLY INSULATED FULLY INSULATED N o C+7 a ELEVATOR MACHINEELEVATOR 112A 3'-0"x 7'-0" 18 GA HOLLOW METAL C - 16 GA HOLLOW METAL A - 90 MIN. DETAIL 51A92 ROOM 401 CONC RB-3 PT-3 PT-3 PT-3 PT-3 OPEN VARIES !--) '_ c U m co 113A ELECTRICAL ROOM 3'-0"x7'-0" 18 GA HOLLOW METAL C - 16 GA HOLLOW METAL B - 90 MIN- DETAIL 5/A92 LOBBY H {J) o co 2 a 201A SOUTH STAIR 3'-0"xT-0" 18 GA HOLLOW METAL C - 16 GA HOLLOW METAL B - 90 MIN DETAIL 5/A92 111"10402 WEST STAIR CONC/MTL OPEN U v) C Ig 2 o 403 EAST STAIR CONC/MTL - - - - - OPEN -- cc, 2 Q WINDOW TYPES: 202A NORTH STAIR 3'-0"x7'-D" 18 GA HOLLOW METAL C - 16 GAHOLLOW METAL B - 90 MIN DETAIL 51A9.2 Eo g _X CO- a -� " ' " 203A MENS RESTROOM 3'-0"x7'-0" 20 GA HOLLOW METAL C B DETIAIL 18 GAHOLLDW METAL orDETAIL 51A9. Z z SCALE: 1/4 = 1 KNOCK DOWN 2 GENERAL NOTES A ALL G.W.B.TO BE PAINTED PT-XX.U-N-O. (1) c Q c WOMENS 18 GA HOLLOW METAL or U c 0 c , _ M 0 2 04 3'-0"x 7`-0" 20 GA HOLLOW METAL C B DETAIL 51A9.2 DI) RESTROOM KNOCKDOWN B REFERTOFINISHSPECIFICATIONSA71a 301A SOUTH STAIR 3'-0"x7'-0" 18 GA HOLLOW METAL C - 16 GA HOLLOW METAL B - 90 MIN DETAIL 51A9.2 Q Q 12 oN 302A NORTH STAIR 3'-0"x 7'-0" 18 GA HOLLOW METAL C - 16 GA HOLLOW METAL B - 90 MIN DETAIL 5/A9.2 CO Q co 16 GA HOLLOW METAL 16 GA HOLLOW METAL MI , 402A NORTH STAIR 3'-0"x T-0" C A 90 MIN, tom- CSV Cr FULLY INSULATED FULLY INSULATED REMARKS: 1 P-LAM @24"EITHER SIDE OF MOP SINK TO 48"AFF AT JANITOR'S ,� M 2 2 m o NOTES: 1. ALL DOORS 1-314"THICK U.N.O. 4- REFER TO A1.3&AD.4 FOR ADA:IGNAGE F .tlUIREMErTS AT co 1- IRESTROOM LOCATIONS 5. PROVIDE FULLY INSULATED FRAMES AT ALL EXTERIOR H.M. 11'-11" 9'-4" 2. REFER TO HARDWARE SCHEDULE NOTES SHEETA7.1 4° CONDITIONS 4-O 3--11' 4-0* ¢-S ¢-$ i/r 4'-8" 4'-$ 3. REFER TO A0.3&PD.4 FOR ADA REQUIREMENTS FOR DOOR THRESHOLDS X FINISH MATERIAL & COLOR SCHEDULE \ , �� , , , aStorQuest. � .' SELF STORAGE • ''4 7, ''4 % /. ''4 : % ''4 ''4 ''4 ''4 9 REMARKS 1. BUILDING ELEMENT MATERIAL CODE BASIS OF DESIGN PATTERN OR FINISH COLOR CONSTRUCTION OR TYPE REMARKS MANUFACTURER v / / !Z / / G -( '4 / // ' / 91 VINYL TILE VCT JOHNSONITE AZROCK V-218 MALT ■ r -7 y, 7 / / 7 7 , '4 '4 y, 7 7 i POLISHED&SEALED CONCRETE CONC I0 •••=1 y - �� �` '� '� " '� FLOORS CARPET TILE CPT MANNINGTON INFINITY MODULAR APPROPRIATIONS 24 x24 TILES 000000 / 0 0 0 / 9 63001 < ` a 0 0 0 9: ''4 ''4 '4 / / '/, '4 ''4 ''4 / 9 CERAMIC TILE CT-1 DALTILE AVONDALE PORCELAIN CHATEAU CREME 12 x 12 TILES U I COLORBODY ADO1 DALTILE CONTINENTAL MOROCCAN BROWN Et < ,� ,� ,� ,� ,� ,� � f ,� ,� ,� ,� CERAMIC TILE CT-2 PORCELAIN 6 x 12 TILES Ou-' � • \ \` SLATE COLORBODY CS55 O \-/ B1 CERAMIC TILE CT-3 DALTILE AVONDALE COLORBODY PORCELAIN BULLNOSE MOROCCAN BROWN TRIM CS55 3 x 12 TILES IDALTILE AVONDALE CHATEAU CREME 9' O" CERAMIC TILE CT-4 COLORBODY DIAGONAL PATTERN ADO1 12 x 12 TILES �// W r (-6" x 4'-6" RUBBER COVE BASE RB 1 JOHNSONITE WALL ART CRW MISSION 4 INCH 1 0 r I .0". DOOR TYPES: RUBBER COVE BASE RB-2 JOHNSONITE WALL ART 42 SABLE 4 INCH 2 1: 9' 4" 4' 0" 4' 0" 1„1„ \ , .9 .44 % % % . % % 0' 440 % ! .I' / r SCALE: 1/4" = 1 -0'� RUBBER COVE BASE RB-3 JOHNSONITE WALL ART 45 SANDALWOOD 4 INCH 2 4' $" 4'-8' PAINT PT-1 SHERWIN WILLIAMS PROMAR 200 ZERO VOC SW6099 SAND SEMI GLOSS .1 g /. '/, `/, '/, '/, '/. `/. '/. '/, '/. '/. WALL INTERIOR LATEX DOLLAR /. '/. 'f. '/. '/. '/. /. /. '/, '/, `/, `/, '� ,, `� �� S H ER WI N WILL TAMS W 000009; , 9: 00 0 / N `. % / 1 0 0 . PAINT PT-2 INTERIOR LATEX PROMAR 200 ZERO VOC SW6099 TRUSTY TAN SEMI-GLOSS 000000 : '/, `/, 0 2 `f. : : 0 % '/, 0 R SHERWIN WILLIAMS PAINT PT-3 INTERIOR LATEX PROMAR 200 ZERO VOC SW7005 PURE WHITE SEMI-GLOSS o ,. , ,. ., S ''4 ''4 '4 ''4 9 SHERWIN WILLIAMS PAINT PT-4 PROCLASSIC INTERIOR ACRYLIC-ALKYD SW6088 NUTHATCH SEMI-GLOSS i % iiii % 000. 00 ' =� � r. iiri . rn >- PER SCHEDULE PER SCHED APER SCHED PER SCHEDULE PER SCHEDULE WATER BASED %, J1 1 Q 000000 / 00000 : � . � , ,, ,, ,, ,, �• ,1. .1 / I r �� I SHERWIN 1MLLIAMs ' / % / / y � / i Y � / G 99 Z PAINT PT-5 PROINDUSTRIAL ZERO VOC ACRYLIC SW 6088 NUTHATCH SEMI-GLOSS 1 1 = (Ni b 111 / % % % % % % % % /, % o " '/. '/. '/. '/. '/. SHERWIN WILLIAMS 5W 6871 POSITIVE W 0 N / / f , , / , / ' / ' N G 0 0 % % 9 \ - N-- PAINT PT-6 PROINDUSTRIAL ZERO VOC ACRYLIC RED SEMI GLOSS - F.-- 0 W _ c' .. 1, lr ., „ �. ,. .. .. .. .. v •. \ i . PRELUDE 15/16424 x48 U Z . ,` 7, \ \ �� \ \ ACOUSTIC CEILING TILES ACT-1 ARMSTRONG DUNE LOOK II TEGULAR WHITE TILES O O O E1 ` WLU W CEILING PRELUDE 15!16;24x48 0 © = a ACOUSTIC CEILING TILES ACT-2 ARMSTRONG DUNE ANGLED TEGULAR 1nA1ITE TILES U w W ,! v _ N S.G. t'• _ U COUNTER TOPS& d w C�� j i/ cc v' CASEWORK PLASTIC LAMINATE P-LAM 1 FORMICA MATTE FINISH 299-58 EBONY OXIDE SPLASHES a c te 7481-58 NATURAL 0 U) ❑ Lu W PLASTIC LAMINATE P.LAM 2 FORMICA MATTE FINISH ALL OTHER CASEWORK 6' 1 1�2" g'-J" 4' 4" 4' $" �� " a BIRCH LUI- o cL ), '� J' S.G. S G. _ CORNER GUARD CG 1.5"x 1.5"x48"STAINLESS BRUSHED SATIN 3,4,5 {� 4' 6" 4' 6" o� I I S.G. \ ACCESSORIES STEEL FINISH ( / Z OD 0 I V♦ '� CO-.1.) EQUIPMENT & ACCESSORY SCHEDULE B C ) EQUIPMENT&ACCESSORY SCHEDULE ROUGH-IN REQ. FURNISH/INSTALL RFVISIONS `.r; ..r, _1 t.--, TAG QTY DESCRIPTION BASES OF DESIGN MFR I STYLE,PRODUCT NO ELEC PL GAS FCIC FOIC NIC REMARKS/LOCATION NO. DATE BY 4 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 1 SCALE: 1/4" = V-0" , 03 2 TOILET SEAT COVER DISPENSER BOBRICK,13-4221 X 2 04 2 TOILET PAPER ROLL DISPENSER BOBRICK,B-2890 X 0 0 0 0 Z T 7 T 2" 2" 05 2 SURFACE MOUNTED PAPER TOWELAWASTE RECEPT BOBRICK,0-3699 X - t-, C`..1 Ci _I l �V J:41r- �` 06 2 WALL MOUNTED SOAP DISPENSER BOBRICK,B-4112 X A 1. `` � c*l 07 2 SETS GRAB BAR SET(VERTICAL AND HORIZONTAL) BOBRICK,B-5806 X A - OO O O 08 2 ADA COMPLIANT WALL MOUNTED LAV AND DRAIN REFERENCE PLUMBING DRAWINGS X X /\ 09 2 LAVATORY PPPEAND DRAIN INSULATION TRUEBRO LAVGUARD 2 X /�\ 10 2 ADA COMPLIANT LAV FAUCET SET ELKAY BRAND-REFERENCE PLUMBING DRAWINGS X X ISSUE DATES 11 2 WALL MOUNTED FRAMED MIRROR BOBRICK,0-290 24'X48"WEDLED FRAME x LAND USE APPROVAL:2016-04-29 12 1 SURFACE MOUNTED SANITARY NAPKIN DISPOSAL BOBRICK,B-270 x PERMIT SUBMITTAL: 2016-08-30 13 2 FLOOR DRAIN(RESTROOMS) REFERENCE PLUMBING DRAWINGS X X PERMIT RECEIVED: 14 2 ADA UNISEX RESTROOM SIGNAGE REF.A0.3&A0.4 AND TYPICAL MOUNTING HEIGHTS DETAIL X BID DOCS: 15 - CORNER GUARDS 2"x2'x48"STAINLESS STEEL X C CONSTR. 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 . 32-1/1"HEIGHT MAX 24"X36"SCALE: AS NOTED 19 1 UNDER COUNTER REFRIGERATOR PER TENANT X X PLOT DATE: 2016-08-29 (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,5A100C,LARSEN,2720 SM,SOLID DOOR,ALUM TRIM x OPENINGS WITH A VERTICAL EDGE WITHIN 24" OF A 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 FOUNTAIN w/BOTTLE FILLS ELKAY-EZSTLBWS(VR)K CHECKED: PAMC 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.O.N. GENERAL NOTES: 1. REFERENCE ACCESSIBLE CODE SHEETS IN 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 SHEET A2.0 FOR BACKING PLATE DETAILS AND INFORMATION FC IC CONTRACTOR FURNISHED&INSTALLED STATUS: ISSUE FOR PERMIT OPENINGS MEETING ALL OF THE FOLLOWING: CAUSE. I. ALL DOORS IN EGRESS PATH TO PROVIDE FREE EGRESS. FOIC OWNER FURNISHED,CONTRACTOR INSTALLED 1. BOTTOM EDGE LESS THAN 18" FROM FLOOR. 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 FURNISHED AND INSTALLED) . 3. GLASS AREA GREATER THAN 9 SQUARE FEET. OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. B. PROVIDE P-LAMTO 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 AT ALL OUTSIDE,GWR 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 2" X 2" CHAMFER SEALANT (BOTH FACES) \ 1 I I r♦ U I �� D Ake PRE-FORMED EXTRUDED d -, ..:., RUBBER GASKET a STEM WALL PER STRUCTURAL \ — — — �:; WITH SACK FINISH ejyjis4 I 0;0 +25'4 112"A.F.F. � 4 .,,/ � 111&• ♦1 XXXXX XXX ♦ V ♦♦ XX XX .' I T.O. SILL FRAMING ♦ a • 4894 �♦ ♦ , ♦ - :- • - 4 \ Redmond, WA K ♦ ♦ > ♦�` �_ > ♦ ♦ S I ►~� WALL TYPES PER PLAN �k 1, :I / ' �,71K ♦♦ ♦ xk cx> ♦i� ♦ XXXX ♦♦ ♦ xxxxx E ♦�i N ��=' SASH BLOCK AS REQUIRED \ 464 A CERAMIC FIBER BLANKET TYPE I d Allig • \ ♦ J ..' s>d Sys W °- of �♦ 215 `6' � Og'. ,p4O41 v. �ip Do °ao o b E y c a^'n S' p — d . N Eco_-_,-- 7 C = NOTES: �� a a, E_ a v— . — .15 . 1. MASONRY BLOCKS PER PLANS AND �i o u o = a .. ° c v STRUCTURAL \I — — + 23' 8"A.F.F. : o E ., F= ° ° o v_ v- 0 ♦ d N r ,- � c w LO O Q [ >' 'b a# m o� c C�-71 O 2. REINFORCEMENT PER STRUCTURAL BACKER ROD & POLYURETHANE i _ ,, .-1-• 1 T.Q. 3RD FLOOR S.O.D. �: • 0 ° „ ›..0- 0 �^ _ ° 3. LOCATE CONTROL JOINTS PER PLANS SEALANT (BOTH SIDES) N . / \ .11104 ad ° _ / \ ., �♦ d y °' a. - GROUT KEY V / N� • L a o O O - - fcii�0 N `o Q i .. s yZ o >,°.. 11-4 Ire a 411/14 4 d VARIES PER CIVIL 5 2•s U,' E E Qv - _ °rn o BOND BREAK (BLDG PAPER OR EQUAL) �� BEAM PER STRUCTURAL �10'I�+ a III I =1 I1=--fl =I 11/: N L" _, v� o: • O .- O F.,6-2 .1:L, O m I HIGH-PERFORMANCE 'i► �♦ a n —1 , I-1 11--1 1 1-1 , I-1 11• " `� v° U -yy € a t M.+++ UI. O� N 41� b N ♦�♦ �CXXX K ♦��I:♦♦ �'.`4•� ♦♦♦. ►♦ �C�CXX>! STOREFRONT SILL RECEPTOR I.01.4.001 °' a C -E _ ° „ "c ; - „, w WELDED SILL PAN, SLOPE . • :••• o `L N ° ° N ° / ARCM CLADDING ;, ° ,_ „ .9�' 0)°;' o-o _ _ I N• ` • .4 �` 4 .rte SILL AWAY TO FACE OF PER ELEVATIONS 4 d as t WATERPROOFING MEMBRANE PER �' a¢a`� o v ¢ F a b Q '� . '� • X'; '>C > 4 �` CLADDING < 4 < x X > 4 TYP. WALL SECTION 1 '.�".7•Yy , ,„,, N ET �-iw. II/ — +22' 3 112"A.F.F. �:�,�����:��. o'-•. XXX'X � CXXXXXXX XX ♦`I� Xk �v' T.O. SILL FRAMING �� — ,.I — — - - B.O. HEADER - :. ' Irk'. F it .. ddfit 1'6. , v a l VARIES PER ELEVATIONS Y �j�wokfiv . a a 4 ° e ` 1: � C CO j m f� ate. rt5�.�' iC13 .. U B GROUTED TYPE ` .�;:.� � v �' N a ;Iil ¢ � I O Li- °' ° CMU CONTROL JOINT ` STOREFRONT AT LEASING OFFICE LEASING OFFICE STEM WALL CDIC E CO up o iv 0 — SLAB PER -- ARCH CLADDING -T c:r) ,, 1 , Q ¢ as �; N SCALE: 1 112 = 11-0" SECTIONS -- PER ELEVATIONS SCALE: 1 1/2 1 -0 SCALE: 1" 1 -0 L c -411) \/ RSI LC) LC) :',-. — — T.0. 5LABM c0 1- �; d d d/ VARIES- PER--ELEVATIONS i. a a I GRID / % / L' ` I I -• — + 15' 1/2"A.F.F. - / I T.O. SILL FRAMIA NGgligli StorQuest. / a o / ( � r /I SELF STORAGE CMU HEADER /(//;4 D / /I LINER PANEL ) HIGH-PERFORMANCE LIJ / PER M.B.S. STOREFRONT SILL RECEPTOR ' I r . . . Ir B.O. HEADER w/ WELDED SILL PAN, SLOPE . - . J SHIM SPACE / -- — — — — I SILL AWAY TO FACE OF ▪ 4 d 4 4 , ,, ,. 0 (19 . e . VARIES- PER ELEVATIONS CD CLADDING .° . a, ▪ • < 0 SHIM W/ BACKER ROD AND CONT. SEALANT / / a / '\ t: < METAL DRIP SET IN D PRE-FINISHED O LL SEALANT HEAD FLASHING I CONCRETE SLAB % SLAB NOT PRESENT • D w/ CLOSURE & PER STRUCTURAL / / AT EXTERIOR PORTION I . ' I lit / • ROLL-UP DOOR — % z1 AT SIMILAR CONDITION t J1 W z/� / {SIMILAR cD JAMB) / / �JJ (..9 (WHERE OCCURS) EXTERIOR EXTERIORLI. < .....•r ti�iyi�i INTERIOR / ....I (1! METAL DOOR AND PRE-FINISHEDW FRAME PER SCHED. HEAD FLASHING --__ ` Q CMU HEADER PER c/) 0 1" f1 HEMMED SEDGEURE & STRUCTURAL. FULL WEATHER ;r : �� r (SIMILAR ® JAMB} j _HEADER R.O. VARIES PER } STRIPPING :gr,,� _ • el 1 W / — +1111 112"A.F.F. M.B.S. (/) JP ,, —6.67-HEADER W 2 co Q CMU PIER {BEYOND} D .1 2 rn s W � z CI LI r^ OO LJJ U w HOLLOW METAL DOOR HEAD TYPICAL STOREFRONT HEAD & SILL STOREFRONT AT LEASING OFFICE ROLL UP DOOR HEAD wl CMU LINTELti_ cK 08 � o AL3" = 1'- SCALE: 1-1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" EtO SCALE: 0 EXTERIORH W CC rr�� li GRID R_ METAL DOOR PER REVISIONS SCHED. NO. DATE BY EXTERIOR ° Aa WEATHERSTRIP -d a 4 d da -� p - 3 a 4 a d ° n ° THRESHOLD e ssssssssssss■sMMMss ss rsM.ssssrsssssss G 4 EXPANSION JOINT WITH ■■■■■■■iiia IuI ii....■■■■■■■■■■■■ L\ ■imMMMMMMMMIONrsrIIMOIII �aIIMUNI �sNI�� //�� SELF-LEVELING GROUT. ■aiMMMiuuIIr MMMT IIIIIMINO �� MMENN 4 HSS COLUMN PER /d\ ■rarrMMrrMNrrrrrr���r��r����aI������■ , CONT. BITUMINOUS a STRUCTURAL. rElt ISSUE DATES WATERPROOFING . LAND USE APPROVAL:2016-04-29 MEMBRANE \ — — \7 __...._ s . 4. a PERMIT SUBMITTAL 2016-OS-30 I ---.- e - 6" (R30) RIGID PERMIT RECEIVED: D FOAM INSULATION D 4 WITH STICK PINS AUTOMATIC SID DOCS: ,6p 4 TO SLAB ABOVE. SLIDING DOOR , CONSTR. DOCS: D > t. ASSEMBLY PER u SCHED. p 4 D e e ` i . 1 iJ 24"x36"SCALE: AS NOTED D a 1 PLOT DATE: 2016-08-29 D D r >5 4 CAD FILE: 15-133-A81 JOB NUMBER: 15-133 D 4 CHECKED: PAMC BRAKE METAL TRIM DRAWN: DYM/DA J STATUS: ISSUE FOR PERMIT CMU WALL EXTERIOR DETAILS HOLLOW METAL DOOR THRESHOLD INSULATION AT EXT. ELEVATED SLABS HSS AT SLIDING DOORS 9 O SCALE: 3" = 1'-0" I SCALE: 1-1/2" = 1'-0" SCALE: 1" = 1'-0" A8 • 1 0 SLOPE TO INSIDE GRID ,RIDS �� MIN. 12 ��� 24 GA., PRE--FINISHED STEEL / / ~' '� aik ELEVATION VARIES C7 edr A d 114-1 T.O. PARAPET FRAMING COPING w/ 12" W. x 20 GA. DRAIN SUMP 1 DRAIN BASE �] � N ANCHOR CUPS (BASIS OF DESIGN: BOUNDARY W� • PAC-CLAD PAC-T1TE TAPERED I REINFORCEDI Redmond, WA ,.* •, , \ COPING SYSTEM) 21 MEMBRANE ' WATERSTOP 1' —0" MIN. 44 4894 Q / 11., Q BENTONITE SHEET /^ 4 4_,r, a 1, , ��� 3/4" GUTTER STRAP ! I ` �� i i MEMBRANE - EXTEND n OF O�, MIN. 6" ��► . UNDER SOG 1 -0 MIN / !f WALL WIDTH VARIES (G.C. FIELD VERIFY) j, 1011111111/ 4 . • • /�~`-1 _ -WATERSTOP ��� . ,� � •� v ARCHITECTURAL METAL CLADDING ) 11,r,,,,/„// 40 �, / (TYP) p °w PER M.B.S. AT INTERIOR FACES �� T! __ r J ,� ♦J, �I J ,0 .0,•-o a v • v i ARCHITECTURAL METAL CLADDING APPROX. 6" �` " N 0 p N- E"9 0 0 `'"'5 �, 1 // d SEAM TAPESEALANT ND a o p- E y END/RAKE WALL FLASHING PER PER ELEVATIONS AND M.B.S. 6"x6", HEAVY GAUGE, a E a a ° E ° 0 M.B.S. PRE-FINISHED METAL RAIN O , j 17 >, _ , N p p y... N LEADER BY METAL BUILDING 8 a aro c A . a N 3 I"_a �� p o a � e c o VAPOR BARRIER ROOFING PER PLAN & M.B.S.L. \ i BOVAR ES PER TYPICAL WALL SECTION 0 0 81 SUPPLIER (M.B.S.); REFER TO . PURLIN WATERSTOP o w N . o 3 a-- PLANS AND ELEVATIONS FOR CUT SECTION OF REINFORCED MEMBRANE AS SHOWN SEAM TAPE o o-- N ›J,--° . . - ° " '- E..- LOCATIONS; TO CIVIL DRAWINGS AND POSITION INTO DRAIN SUMP. EXTEND MEMBRANE v 'ACKFILLED WALLS o `� ` ° o o n PARAPET FRAMING PER PLANS, FOR TIE-IN TO STORM DRAINAGE OUT OF DRAIN SUMP APPROXIMATELY 6" (ROUND a.- p s cu 0 >,w ` s 2 p c O 0 A4aAa./,1_+//1.&1! WALL TYPE & M.B.S.; PROVIDE BATT SYSTEM CORNERS). a �WATERSTOP TYP Lo o v t N a 4Z w y 7 °'-z-,', 6 • T 7 r ell INSULATION (SAME AS WALL BELOW) `- (TYP) N w ` x 7 > U 3 4 .. TO LEVEL/ELEVATION OF ADJACENT 1 ROOF INSULATION N N ---1 ,-, € , al' i:wp °. U0� aa 0 vas po �a� p.- c �, ot W 41tp~ C6.� 6 N ] ON146 MIN. 1-1/2" WIDE HOT AIR 0 o• p 00`. i0LN•8"x6", HEAVY GAUGE, ) WELD a `Np°_ ° i0FIELDPRE-FINISHED METAL RAIN �� v ‹.....‹.,..z0-6 ,_ , -.2... 0a. ° DRAIN MEMBRANE- BENTONITE SHEET GUTTER PER M.B.S. / SUMP CUT TO LAY MEMBRANE gOW - BOUNDARY FLAT IN SUMP i -OOP'�- IAREAMIN. 3" 75 —`LB U coC a4 o m o W O N (Y) 8 E2 I 411 mm �l''- -401. 1 �1 i i REFER TO ELEVATOR SHAFT SECTIONS AND STRUCTURAL DRAWINGS FOR 5 c' 0 w � ��• PIT CONFIGURATION, DEPTH, ETC. DETAIL DEPICTS INTENT OF PIT C13F- -7k `47..& J • __ r� /r"` WATERPROOFING. U v = N 2 DRAIN ��/'•s� F�" x `-ct3 CLAMPING �'� , " a m _____)!- TYPICAL PARAPET AND COPING TYPICAL GUTTER & EAVE MIN.WIDE HOT AIR" J RING CONTINUOU . . --�/ ELEVATOR PIT WATERPROOFING I Q E 0 WELD FIELD 40 - `° SCALE: 1 '112" = 1'-0" SCALE: 1 112" = 1'-0" MEMBRANE SCALE: N.T.S. d o z co EXTEND ROOFING ONTO BUILT-UP SECTION N rn POSITIONED AT DRAIN SUMP AND CUT AS Co c;_- SHOWN SHOWN TO LAY FLAT IN SUMP. HOT AIR Co � V WELD A MINIMUM OF 1-1/2" COMPLETELY ROOF MEMBRANE SURROUNDING AREA. Ojai& ADHESIVE (CONT. BOND TO LEAD) SLOPE W/ TAPERED SINGLE-PLY ROOFING LEAD PAN BASIS OF DESIGN: REFER TO MEMBRANE PER SPEC. ' PLASTIC ROOFING CEMENT (VONT. for Uest. PAC-CLAD PAC-TITE COPING 22 GA COPING CAP - 1TSYSTEM PITCHED TO INSIDE PER01111...:*-51 � BONA TO DRAIN) �■ DETAILS. COLOR PER 1-1/2" MIN WIDE HOT AIR WELD ALONG ',f�■■■,■f Is STORAGE ELEVATIONS ENTIRE MEMBRANE EDGE (TYP) RIGID INSULATION & 1/4" 111441110 .' - -- STANDING SEAM ROOF (TYP.) SET DRAINS IN CONT. BED OF APPROVED PROTECTION BOARD (TYP)— w SEALANT (TYP) 5'-0" X 3'-O" 1" SINGLE-LOCK STANDING I SUMP PAN PER ROOFING MANUFACTURER'S SPECIFICATIONS 0 J SEAM JOINTS AT 10' O.C. MAX. �' FILL JOINTS WITH SEALANT & EXTEND LEAD 18" EXTEND LEAD 18" < r , CRIMP AWAY FROM WEATHER. �I / / M v �� BLOCKING T t 2" WATER D• , L.L AS REQ'D OVERFLOW DRAIN ROOF DRAIN 5" �, O (3) STAINLESS STEEL RIVETS 10.4. 0, at CONT. FLASHING COLLAR111�11tJ<Ifr. LL IN JOINT FILLED W/SEALANT • ' _ r .04 luilirliriP o 111111111111111* GUTTER SECTION (TYP) —`� 7711- Illl 1�1= - \ii ,A �, ��f �- 1''ffil, "' 1 .._-- .1 -- -" • �� �:=::s:� V a FINAL GUTTER PLACEMENTAIPP. ---______> . • . . . IL- I J Q SCUPPER/OVERFLOW T' nm �� T ' §-- r� rx - 4" (MIN) LNSUL. (DU] IN c o li ;'''-o- 5 DOWNSPOUT COVER ® SUMP -ROOF DECK PER STRUCTURAL -MASTIC OR APPROVED i 010 T �O•• M/iy / PAN/ DRAINS 2'-O" SEALANT (TYP) � 0 o vo/ 444. `. WATER REFLECTOR FULL INSULATION � L �' 1 T THICKNESS @ SUMP PERIMETER V J DECK CLAMP (T)P) ROUTE CAST IRON PIPE THRU ROOF AND EXTEND CAST IRON TO I BAYONET JOINT ® HEMMED BELOW ROOF SOFFIT -- HOLD TIGHT TO INSIDE OF EXTERIOR WALL w I I 2 DRIP ON BOTH SIDES DRAIN BOWL. INSTALL IN PER PLAN AND CONNECT TO STORM WATER SYSTEM J 0 c� STRICT ACCORDANCE W/ OUTSIDE CORNERw U Z MFR'S REQUIREMENTS 0 L6- O COVU w COPING ISOMETRIC - TYPICAL SCUPPER BOX ISOMETRIC - TYPICAL SCALE: N.T.S. ROOF DRAIN AND OVERFLOW a 0SCALE: N.T.S. 6 SCALE: 1" = 1'-0" O cc �— w Co VJ Z i= \V V REVISIONS DOWNSPOUT PER PLANS & NO. DATE BY DETAIL ATTACHED TO WALL OR 1 7" 1" COLUMN PER M.B.S.. REFER TO / // ELEVATIONS AND ROOF PLAN , SECTION FOR LOCATIONS. i-ili + 4'-0" A.F.F. - - - \ I I 6 ISSUE DATES o 0 1/4" FORMED GALVANIZED STEEL LAND USE APPROVAL:2016-04-29 AT ALL DOWNSPOUT LOCATIONS. PERMIT SUBMITTAL: 2016-08-30 CD" PAINT TO MATCH WALL AT LOCATIONS /V OF POSSIBLE IMPACT/DAMAGE. PERMIT RECEIVED: V BID DOCS: o 0 CONSTR. DOCS: RUBBER GASKET BETWEEN \ SQUARE METAL DOWNSPOUT AND CLEAN-OUT, TYP. 24"x36"SCALE: AS NOTED ( ' '� PLOT DATE: 2016-08-29 I' O ; ,r CAD FILE: 15-133_A81 - JOB NUMBER: 15-133 C 4 -- RAIN WATER LEADER / CLEAN-OUT TO STORM DRAIN, CHECKED: PAMC 0'-0" TYP. COORDINATE W/ MECHANICAL DRAWN: DYM/RYIJJ/DA 11-1 FIN. GRADE LINE & CIVIL STATUS: ISSUE FOR PERMIT ELEVATION EXTERIOR DETAILS DOWNSPOUT PROTECTORA8 2 0 (-6 , ■ SCALE: N.T.S. I A 21 �Ac 2'-1" 7'-11" •+ 4'-101/2" "ti�� �� 0 �__ - / � 3 edr A d ` (� L.T.A 3,_0" _ Redmond, WA , - ")�j, 48941 t 1 -,- 1 4C Q f-_ l J I _ �,, —IN- OF Oc iit' _ 11 I E J -c-c.-• v<pcGo`�E v otts — -I` — • — u v51......1)=ate. II 1 111 1 0D • .' o y r et CP LO _o O W E O O N C N i O- a.1 1 I ? C 1 1 • 7 :1 lV ANN ' 0 " 6- U -0 I . [ c 1- , c o in au t--I ,_.. -I . U O> E ?� N-O N O N om N o 1 >- a.7. m i dNQ]F DO tf '- rnNy Oc ` 0 cc Q cT U �aa3N— O NC C.--l 0 7 a s D•y 0 I , C a 1 - Uv4oTOVDoWi -8. 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TYP. � I I 'I /3\ l 1 z W ci C7 J — — - 7d 0 .. __ _ _ . 1,-- < 0 — �- _,. , 1 _ , , f I CD • d - _ -._1 -._ - �. --:.:: ..r _..._ ---.__ - - 1T- fY < - _ _ o 1 LL <.1/4:12 114:12 o •= I I I �J 0 - \ Lr iLL 1....J J Fl 0 1 1 ........ .. . I W , _ I. __ u) o - _ _ . .. 1 . H co 4 I A V, I W = N J ON Cr W U_ Z - I - ell V V J LL C7 — — U w ENLARGED CANOPY PLAN - UPPER ENLARGED CANOPY PLAN ENLARGED CANOPY PLAN FY < 0 coo 1/4" = 1'-0" SCALE: 1/4" = 1'-0" MAPES LUMISHADE SCALE: 1/4" = 1'-0" MAPES LUMISHADE oco SCALE: MAPES LUMISHADE /� r- W 0 of VJ Z r }- REVISIONS 0 A r- („0 - N0. 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It41111In Fw I0 hi h,11 - )t1L1LII1i Q -IT :.GI Fr (f) } W ' < ammi 5'-4 1/2” 2 W 0 U O0 ENLARGED CANOPY PLAN - LOWER0 ENLARGED CANOPY PLAN SCALE: 1/4" = 1 -0 MAPES SUPER LUMIDECK SCALE: 1/4" = 1-0" MAPES SUPER LUMIDECK O (/) Z (Ni1300 '— REVISIONS NO. DATE BY A 12-28-16 PER ARCH. A 12-30-16 CITY COMMENTS A 02-19-17 VE REVISIONS A ISSUE DATES LAND USE APPROVAL:2016-04-29 PERMIT SUBMITTAL: 2016-08-30 PERMIT RECEIVED: 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 DRAWN: DA STATUS: ISSUE FOR PERMIT ENLARGED CANOPY PLANS A8 . 31 COPING PER TYP. WALL Q �, COPING PER TYP. WALL _ } SECTION. \ti I ��"�[7 SECTION. I f , 1 1 I . / \ ti� .,..A I ,...., p �1 n _ r.„.., edr A Redmond, WA , 4894 00 I.,oiLpe -' 'OF Ogg N 1 ______./ Zig,:/// A - IN ,..L. _N _N_. _N. - •• _ •„,_ -17.?„, • .. 1 c. / I\ . 00 ,5„,,,,._,... . . . ..._ . 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D- p -40 PROVIDE SOLID ?� FRAMING/SUPPORT FORP O c) C t- - — : 4...' • CANOPY - RUNS TYPICALFimW o W 47.11.°111.1. , T . - d d ° , , < r d d -, d ° ° WHERE OCCURS. o Q co 0 /( -__ TT ,�k I l_ I y I ,1/1 I -i 1 U) Z ': Ilia 711<V f11H1i111 1 1 I I�r I ----7 �� REVISIONS FRAMING PER M.B.S. NO. DATE BY ____14_11_ 1_,_ _ _I . ;1.= 1 A 12-28-16 PER ARCH. f A 12-30-16 CITY COMMENTS i M d a d ' e i) : i ' : 02-19-17 VE REVISIONS d �A dI ! il.1 ' _ "11111IIIIM""I��lilillill �IIIIIIIIIIIIIR' �um' e L VENTILATED PANEL ON I 'Y I�I1�1111I1�I11 I�np - SUSPENDED RUNNERS4"/ s c-15 ISSUE DATES 2 1/2" x 18 GA INFILL 1 -IS 141‘ ----"--) IP: 1 Lori r_ _I [....] LAND USE APPROVAL:2016-04-29 STUDS AT 16" 0/C. „r, ,, J PERMIT SUBMITTAL: 2016-08-30 It_L —I PERMIT RECEIVED: - - -- BID DOCS: CONSTR. DOCS: 24'x36"SCALE: AS NOTED PLOT DATE: 2017-02-19 CAD FILE: 15-133_A83 JOB NUMBER: 15-133 r CHECKED: PAMC DRAWN: DA STATUS: ISSUE FOR PERMIT III II II I CANOPY DETAILS CANOPY SECTION AT COVERED LOADING AREA CANOPY SECTION AT ELEVATOR LOBBY AND LEASING OFFICE 9 - - SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" A8 . 32 ...... .C.P..). ......,,, ARr,,, ,,,<OD ----e . f n_ 1 c..,,,,1/4;v ,A 1 edr A d (7 1 GRID I GRID .0.N. Redmond, WA , '``..... N., __ I � SIM. COND. � 4894 00 +39'0"A.F.F. I OF Og — B.O. CANOPY 11 r 1 I _+38'0"A.F.F. • '-.• `' ".O. BLADE FRAMINGt HIGH TEMPERATURE S.A.M. 11 I l 24GA STANDING SEAM 52 >,i " E &o.y i N v N C C • — . u ROOFING & FASCIA TRIM. T "m-.° ° �"-0 //„//,/�»„T/ 11 CONTINUOUS 20 GA CLEAT. 5 a E -1:' >,aa, p L- 4) " 4 yam+ `1 N 0 T.+ ".- '3 c -3 ocw culp U 61 C_-- N- " y O _ -,-, "Z `u u) o..... 3 •a- 5 2 O c c 0.H c o F LAP S.A.M. OVER WRB - "1-..; >, ,_,° ---,0 O ` F. #y a p �" c c- � a ,.,a mo p y o 13:,E14:11'°"_1!;)U c a L I \ _ t.........„...--- 4 MINIMUM. ° 7a " 9 ��oo #oN °� e . � . µ. o. vVE �n � o F I I P 6 ANO Op' m ` _ _ _ _ _ _ _ _ ��� J` Q:air _._ O Q " 5/8r GYPSUM SHEATHING. ;=5,:':': U " p aLLDOCC " OUAM 41•4 i _ U ]. Z L.N NCO N 1NY _ • jilIL �` 3.625 CROSS FRAMING. :c7c,, wJ N 4] N p J N p O... www v EnU a� ,�, y G1`• O Qon ouo+• ccc . ■■ P' jr-------T----1 . . . le s, : CLADDING PER DETAILS. -.c; / •,, 4 = --a-po i O. woo co i O i p 0 w++ O • U 44¢«z o m 3¢ E acpi o a W aQo 0 E J r, SLOPE C I g c4- c in3 A ni. H a 00 5 0 F i (~ nli fC c ...47 i LCL p. Q TOP ar C..) = ca o GRID U.O.N. 011) L W F � SIM. COND. opCO 0 N aSI o N _o, M I` a - — — - C 7 G1 4 00 U � C stifipl i t t i r... : cup. StorQuest. SELF STORAGE IL _ +23`8"A.F.F. • ` T .0. 3RD_FLOOR S.O.D. F ° m a a 0a 44, a A .. d4 4 4 _.J C \ fL JT 4 4 a IL 4 '1 g (,,c) B a n IN FLOOR SLAB BEYOND 0 LL P. 1 AEP fSPAN PRESTIGE E TIG Iii r- (f) 0 F 3� LAP S.A.M. OVER 1 I,08.33 FLASHING _ F El J T \ - .' WR6 1 F A TOP AEP SPAN FLASHING O / H I` (4 ::5:mT PANEL 1 —PS-12 I M W = • rp D W = �' I • 1 _0Z I I— . - r• I -.- 0 (I) L_ 0 +13'4"A.F.F. AL BLADE STRUCTURE - SECTION CC ¢ W F I \' T,O.2ND FLOOR S.O.D. 0_ Q 0 a +12'6"A.F.F. :/- O ❑ - SCALE: 3" = 1'-0" I � B.O. BLADE FRAMING W oo Q I `"' ICJ J Z 00 0 `�r I- '-' :. ) k \ 3 5 i" TEE_ 0 16' 0/C. STUDS PER GRI X111 ••• _ _ _ STRI iCT J tAL, PROVIDE FRAMING CUPS 71j7 TO 1111- GE Z PLATES AS REQUIRED. REVISIONS IL NO. DATE BY '. . • VARIES - SEE Z\ 12-28-16 PER ARCH. ELEVATION & SECTIONS \ A 12-30-16 CITY COMMENTS I N. �, 02-19-17 VE REVISIONS i i i4 IL,,Jt-- Z . Li \ (r) ISSUE DATES a FACE OF HSS2 = LAND USE APPROVAL:2016-04-29 � . PERMIT SUBMITTAL: 2016-08-30 0 ` • i• , / ',4 t o PERMIT RECEIVED: r. : GRID \ I �' BY OTHERS) TO f o i w BID DOCS: \FACE OF HS,Ti " d PLATE"PEA STRUCTURAL. E o CONSTR. DOCS: L _ • ICD — I— _ ° ~ III _ - _ d a ' `0 24`x3fi"SCALE: AS NOTED 4 ,, " - -• HSS & BLADES PER o \ PLOT DATE: 2017-02-19 . L 7 STRUCTURAL. L a 3.625 STUDS AT 16 0/C PER CAD FILE: 15_133 A83 �' STRUCTURAL W/FRAMING CLIPS PER 3.D BASE PLATE PER r JOB NUMBER: 15-133 STRUCTURAL & TO STEEL BLADE °a d e WYSTRUCTURAL. / SUPPORTS. CHECKED: PAMC K.'`. ' . STUDS PER WALL PLANS. I - DRAWN: DA 5/8 GYPSUM SHEATHING 0'0"A.F.F - ---- IR T.O. 1ST FLOOR HIGH SLAB Y �� 5 1/2 LINER PANEL PER M.B.S. STATUS: ISSUE FOR PERMIT 24 GA AEP SPAN PS-12 PANEL 1MTH --• .-..-l.A..-..-..r.-. . .-.i......i...�..>...4-v i i - �, , BASE STANDARD 4" CORNER TRIM. . iiv i3i''.I -1-i-vv r. oii.iv, 1'.ri4I��•m-- s -1 : CLADDING PER ELEVATIONS. CANOPY DETAILS BLADE SECTION0 BLADE FRAMING DETAILS 4 BLADE STRUCTURE - PLAN SCALE: 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" A8 • 33 (.!2) 04) D AR 9 5/16" T ��� GRID 6" 1 ' 7 5/8" CMII •:1 6"STEEL STUD, ,� 1" THERMAX C.E. POLYISO INSULATION ,, ;��, � edr A d 4 RE: KIWI DWGS. _ SHEATING :❖ ❖; i� ' ''�' "• • Redmond, WA ❖. .❖ LINEAR PANEL '�'+_ )' ' • O EDGE TRIM •' `'= MBCI "PBU" PANEL• , VERTICAL :9, ::•_ 9 r." 4894 , C BOMD BEAM LINTI=I . ±;:;:::::::•'••., :. :.- ;: ► :v ORIENTATION : . .:.. .;; ' LINEAR PANEL ��� RE: STRUCT. ` voiL .. •,� .:.:.:%LA OF Qg . � • EDGE TRIM •..',� •••I••. �.... .•• .+..SI 7/8 METAL FURRING CHANNEL BACKER ROD & :Marl+ BACKER ROD . ex; 44 SEALANT • SEALANT BACKER ROD SHIM & ANCHOR, r ' PERFORMED CLOSURE STRIP TO MATCH & SEALANT 3 w o L L ow z �" HOLLOW METAL DOOR d 2 2 N 5 5 m ' cuc � 1" 4 /- HOLLOW METAL -� °� ° � ° °NN� o- J 005,0T150- �� y 2 (1 och _`e ANCHOR AS REQUIRED METAL PANEL PROFILE FRAME- RE: ,A V . fn a ° _ m— LyV o / V DOOR FRAME • * SCHEDULE FOR HEAD HOLLOW n • 4 r o o.E "a' �.. METAL DOOR v 0 ti a v— E , t v ----- -L ROD LBY INSTALLER HEAD \ HEAD PREFINISHED MBCI HEAD TRIM, COLOR DIM• a y c T Q T� Q y o c FRAME g a 3 acnr › °-.°- 2 0 ca 1.>• .../ 6"STEEL STUD, TO MATCH ADJACENT PANEL o a oEt) o N -- RE: KIWI DWGS._________ I a a E ' �, E s 0 e z a y a BACKER ROD & SEALANT IT • LINER PANFI 1" THERMAX C.I. POL11S0 " o. ►•► o 1) E 79 ',5' ` o ", . a- E ---J 7 5 8 CIAO .;. m . CO >- 1_0 , G A5 OCCURS • INSULATION SHEATHING • a UCog- T z N v- to = a e 7 8 "METAI ' 62 :•ilk +;; csio m�.> .. ° a� _o o / ~- ''•!�' ' MBCI "PBU" PANEL, VERTICAL ❖• •:� ® � ^ •° o o�a a o°c gi o d FURRING : . ,I v o •� ORIENTATION ••'• • �. - v E Q1u . '• O, 4.143t73 :5 i a .2 4 CHANNEL +o c' _ v_ ,_ E5.�o � ,n ,nLc ., . .+;iii •+ •r.' •...a, •_ ; a, r' 0.aoo-o�•vnr2- •°2 ' LINEAR PANETII1 �►?ti"' ''' '' a ,-Z-.2 o ° ° a,U v L0.- u d : .11■ - 2 °-90 f..- r, EDGE TRIM . ,.::1. BACKER ROD & _ ...........40:,_•;, . �i SEALANT11/#1BACKER ROD ., BACKER ROD A IL & SEALANTSEALANT M i W oNo Co i:i g i I HOLLOWN PREFINISHED MBCI HEAD TRIM, 5 o � DOOR FRAME 1 \ HOLLOW METAL MASONRY JAMB METAL DOOR CI 13 � � o0 COLOR TO MATCH ADJACENT ANCHOR PER FRAME I FRAME U v ' - ° JAMB PANEL MRF'S SPECS. JAMBU) ••- N EXTERIOR WALL w/ VERTICAL METAL SIDING CMU WALL W a, E, c - BACKER ROD Sc SEALANT I-, o a5 x cB o TYPICAL STOREFRONT SILL DETAIL HEAD &JAMB DETAILS HEAD & JAMB DETAILS WI 0 0 � � } 6 SCALE: 3" = 1'-0" AT VERTICAL METAL PANEL SCALE: 1 112" = 1'-0" AT CMU WALL SCALE: 1 1/2" = 1'-0" `� cc co N co 0 aSIN °cam° D o co I- U p StorQuest. SELF STORAGE W SEALANT & BACKER 0 ROD BY INSTALLER - � \ - GIRD GRID QU ) < � 0U. a. e. .' '4 � � . A. '• • ' 1 0 U. < ►to, ��������� 7/8" METAL FURRING + � ' y�� CHANNEL ��� 4 •. ♦♦ [el fil(w 1/1_,' I 2" i ` PERFORMED CLOSURE ���` • e • . •. ����� V J 0 ROUGH OPENING )> STRIP TO MATCH METAL \—...-- ����, PANEL PROFILE �.�.�.� . ' . ' I- _ ♦�.♦ ♦♦ CMU BOND BEAM, RE: u) • STRUCT. CO I Q REFINISHED MBCI HEAD TRIM, COLOR TO MATCH )7W 1 N PANEL `��+�_■ _ BACKER ROD& SEALANT 11-:, 1 �r SHIM ®ANCHOR - 0 (j) 6-; OZ ANCHOR AS REQUIRED o¢ � 0ITYPICAL STOREFRONT JAMBREFINISHED MTL DRIP O EDGE-COLOR TO MATCH SCALE: 3" = 1'-0" ADJ. PANEL I o m DETAIL AT CMU W o 1 D too V SEALANT & BACKER ROD J Z r - BY INSTALLER REVISIONS n NO. DATE BY v) 1 C 0 PREFINISHED MBCI JAMB TRIM, I o Z . COLOR TO MATCH AP : ►T f PANEL Z\ 3 I A MBCI "ABU" "i -IRON •L ORIENTATION POL11S0 SEALANT & A\1" THER INSULATION SHE NG NSTALi ROD B'f ISSUE DATES 1 , LAND USE APPROVAL:2016-04-29 'a•r■mus• I ___\ PERMIT SUBMITTAL: 2016-08-30 INTL. CELULOSE SSW'" Vilr;'A"" 4••••••••••-• GRID SET THRESHOLD IN A I - SSW' i!:�%%%%�*+%% %� BED OF SEALANT PERMIT RECEIVED: CORP URE-K ���,•;•••••�44.,������•���A.4����.•�IIS4. r THERMAL BARRIER "a���`' C' \ E BID DOCS: SYSTEM, MIN 1 I i -- - Qa • _ _ VARIES CONSTR. DOCS: 1/4" THICKNESS. All6` _ a d T O. SLAB C V . 6 R-19 BATT RE: • °a INSULATIONtop `'- a a . d . �n a , ., , a 24'x36'SCALE: AS NOTED PLOT DATE: 2016-08-29 iv.a. CAD FILE: 15-133_A84 /rIt 2" L.of `n JOB NUMBER: 15-133 LINER PANFI /4" CHECKED: PAMC LINER PANEL EDGE Q 1, DRAWN: DYM TRIM ROUGH OPENING STATUS: ISSUE FOR PERMIT • EXTERIOR DETAILS 9 TYPICAL STOREFRONT JAMB AUTOMATIC DOOR SECTION 4 0 10 A8 s DETAIL AT HORIZ. PANEL SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" AIR BARRIER SYSTEM GENERAL NOTES �' " ` �C Q r,� � PART 1 - GENERAL , ? ,\ s C7 1.01 RELATED DOCUMENTS edr Ad �g A. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND OTHER • DIVISION-1 SPECIFICATION SECTIONS, APPLY TO ALL SECTIONS OF THIS SPECIFICATION. " h Redmond, WA ,� g" 4894 �0 1.02 DESCRIPTION SEAL ALL PAN JOINTS 18' NOTE: OF Oggisb � A. THIS SECTION INCLUDES ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR ACCOMPLISHING AN AIRTIGHT BUILDING ENCLOSURE INSTALL PRE-FORMED AND NAIL HOLES WITH -�,.� PROTECT WALL ASSEMBLY „, AND APARTMENT DEMISING WALLS WHICH CONTROL INFILTRATION OR EXFILIRATION OF AIR ACROSS THE EXTERIOR ENVELOPE CORNERS AT HEAD; 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. 4', _, 1. THE AIRTIGHT COMPONENTS OF THE BUILDING ENCLOSURE, INCLUDING THE JOINTS, JUNCTURES AND TRANSITIONS BETWEEN r�* 9" Sr INTO R.O. �W -1.,,,,�� / � 18" X ' MATERIALS, PRODUCTS, AND ASSEMBLIES FORMING THE AIR-TIGHTNESS OF THE BUILDING ENCLOSURE ARE CALLED 'THE AIR BARRIER C 18" 9• M/� J s C o o F y y o r SYSTEM." SERVICES INCLUDE COORDINATION BETWEEN THE TRADES, THE PROPER SCHEDULING AND SEQUENCING OF THE WORK, 18„ INSTALL MEMBRANE @ JAMBS; �' �� • U a " EXTERIOR WALL ASSEMBLY ° a ° ° .m y 9 a)G_c E PRE-CONSTRUCTION MEETINGS, INSPECTIONS, TESTS, AND RELATED ACTIONS, INCLUDING REPORTS PERFORMED BY CONTRACTOR, BY \ EXTEND ONTO SHEATHING 9 & • �y 16 aTo 0= `47,2 INDEPENDENT AGENCIES, AND BY GOVERNING AUTHORITIES. THEY DO NOT INCLUDE CONTRACT ENFORCEMENT ACTIVITIES PERFORMED 9 �� INTO R.O. \ \ \ \ \ PER PLAN o n c ` 2•o 0 o 0 0'° a a A BY ARCHITECT. \� "-...,,,,_..0 � �� 0 co O 0 =w -,T.,_0 a N a C ° 2. THE CONTRACTOR SHALL ENSURE THAT THE INTENT OF CONSTRUCTING THE BUILDING ENCLOSURE WITH A CONTINUOUS AIR ,9 o, INSTALL WINDOW SILL PAN ¢ 12 a ~a° " Jo BARRIER SYSTEM TO CONTROL AIR LEAKAGE INTO OR OUT OF THE CONDITIONED SPACE IS ACHIEVED. THE AIR BARRIER SYSTEM ACCORDING TO MANUF. & 9'' n E R - E ° .a. „_-..,:2-.0# 5, TOE BEAD OF BUTYL SHALL HAVE THE FOLLOWING CHARACTERISTICS: SMACNA REQUIREMENTS SEALANT z'\ SINGLE-SIDED ��� • °.- N - ° ° _ ° i ` i O U 7 T O 4, 0.�, rn 4) O a. IT MUST BE CONTINUOUS, WITH ALL JOINTS SEALED. w/ END DAMS EXTENDING BUTYL TAPE 2 . E ° ._, _ N.co b. IT MUST BE STRUCTURALLY SUPPORTED TO WITHSTAND POSITIVE AND NEGATIVE AIR PRESSURES APPLIED TO THE n ‘ VERTICALLY 3" MIN SEAL SILL PAN o° / a/ CORNER PIECE- o a a Z L,N v C BUILDING ENCLOSURE. =��� FLASHING TO •j & SILL MEMBRANE • o F N E ° ,9-c:13- ',_7;S ° c. CONNECTION SHALL BE MADE BETWEEN: LAP JAMB MEMBRANE OVER E MEMBRANE AT SELLO N � o(1) FOUNDATION AND WALLS. DAMS4>1' ii ''-' 8 w/ (3) BEADS OF ii: II:; a _, ° °(2) WALLS AND WINDOWS OR DOORS. ATTACH W/ STAPLES 0 p c L 0 4 CP u U o" c C cam, 04) to c y GUN-GRADE BUTYL (3) DIFFERENT WALL SYSTEMS. o - ° ,, , , ° L L N N �- 0 0 0 -17 0 0 0 0 SEALANT a '-LL ° n`-<•:, ° ° y,U U N."'V (4) WALL AND ROOF. \ \ ` U� U�+ �1 o L � C'0 i \ \ \ c) aaa�z uTu._4a E aao o a INSTALL MEMBRANE © SILL (5) WALL AND ROOF OVER UNCONDITIONED SPACE. INSTALL PRE-FORMED CORNERS CO DO NOT ATTACH LOWER EDGE (6) WALLS, FLOOR AND ROOF ACROSS CONSTRUCTION, CONTROL AND EXPANSION JOINTS. SILL & ATTACH W/STAPLESS THIS STEP ;� o N �•�(7) WALLS, FLOORS AND ROOF TO UTILITY, PIPE AND DUCT PENETRATIONS. c� N 3. AIR BARRIER PENETRATIONS: ALL PENETRATIONS OF THE AIR BARRIER AND PATHS OF AIR INFILTRATION/EXFILTRATION SHALL STEP: 8 STEP: 5 STEP: 4 STEP: 3 STEP: 2 STEP: 1 .� - 102 2BE MADE AIR-TIGHT. H cn o opo :: : B. INSPECTION AND TESTING SERVICES ARE REQUIRED TO VERIFY COMPLIANCE WITH REQUIREMENTS SPECIFIED OR INDICATED. THESE SERVICES DO NOT RELIEVE CONTRACTOR OF RESPONSIBILITY FOR COMPLIANCE WITH CONTRACT DOCUMENT REQUIREMENTS. FULLY SOLDERED OR BENT END-DAMS ,?, 1 -3.T:1 °m u) C. REQUIREMENTS OF THIS SECTION RELATE TO THE COORDINATION BETWEEN SUBCONTRACTORS REQUIRED TO PROVIDE AN AIRTIGHT O 00" SLOPE � --E x n WRB TO LAP OVERcz r BUILDING ENCLOSURE. HEAD FLASHING & :� INSTALL 4" WIDE SINGLE-SIDED --N, �� ,,+��6 �� �� �� x z 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 1/4" MIN BUTYL TAPE HEAD DEPTH INSTALL MEMBRANEil CD1 U S _ E " ENCLOSURE ASSEMBLIES WITH JOINTS AND TRANSITION MATERIALS TO PROVIDE A WHOLE BUILDING AIR BARRIER SYSTEM. HEAD FLASHING 1' HEAD; FOLD INTO ROUGH pC S 2. SPECIFIC QUALITY-CONTROL REQUIREMENTS FOR INDIVIDUAL CONSTRUCTION ACTIVITIES ARE SPECIFIED IN THE SECTIONS OF INSTALL WRB PER ` 1/4 1/4" INSTALL WINDOW PER I OPENING & ATTACH TO \ CF) d Q 1 Q \ MANUF. REQUIREMENT , I INTERIOR FRAMING THE SPECIFICATIONS. REQUIREMENTS IN THOSE SECTIONS MAY ALSO COVER PRODUCTION OF STANDARD PRODUCTS. IT IS THE DETAIL Q 4%..0.?' \ o _co 0 CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT EACH SUBCONTRACTOR IS ADEQUATELY AND SATISFACTORILY PERFORMING � / �,: l� LO _EXTEND WRB TO EDGE OF \ INSTALL METAL HEAD FLASHING; \` ROUGH OPENING \ \.� 4.= -0-, �' c� THE QUALITY ASSURANCE DOCUMENTATION, TESTS AND PROCEDURES REQUIRED BY EACH SECTION. R.O. © JAMBS & SEAL \ co - a 3. SPECIFIED INSPECTIONS, TESTS, AND RELATED ACTIONS DO NOT LIMIT CONTRACTOR'S QUALITY CONTROL PROCEDURES WITH BUTYL TAPE \ SET FLASHING IN CONT. BEADS OF FRAMING 00 0 0 \j SEALANT © VERTICAL & N -INSTALL NON-EXPANDING THAT FACILITATE COMPLIANCE WITH CONTRACT DOCUMENT REQUIREMENTS. HORIZONTAL LEGS; SECURE AT TOPNON-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 r & SEALANT \ WINDOW JAMBS, HEAD & �i SERVICES REQUIRED BY ARCHITECT, OWNER, OR AUTHORITIES HAVING JURISDICTION AND ARE NOT LIMITED BY PROVISIONS ® 8" c.c. /1 SILL AFTER WINDOW OF THIS SECTION. / ` INSTALLATION EXT. BACKER ROD 14--1141.1 ge StorQuest. 1.03 RESPONSIBILITIES BIB" (SEE BELOW) Sc SEALANT ,` ` � � E STORAGE HU0 ) A. CONTRACTOR RESPONSIBILITIES: THE CONTRACTOR SHALL PROVIDE COORDINATION OF THE TRADES, AND THE SEQUENCE OF FORMED FROM WRB NOTE: CONSTRUCTION TO ENSURE CONTINUITY OF THE AIR BARRIER SYSTEM JOINTS, JUNCTURES AND TRANSITIONS BETWEEN MATERIALS SLIP UNDER MEMBRANE WINDOW FRAME SHIM WINDOWS PERMANUFACTURERS WHERE ATTACHMENT TO LI AND ASSEMBLIES OF MATERIALS AND PRODUCTS, FROM SUBSTRUCTURE TO WALLS TO ROOF. PROVIDE QUALITY ASSURANCE © SILL & ATTACH t RECOMMENDATIONS - STEEL STUDS, USE SPRAY \- PROCEDURES, TESTING AND VERIFICATION AS SPECIFIED HEREIN. FACILITATE INSPECTIONS, TESTS, AND OTHER QUALITY-CONTROL f VARIES 1 ADHESIVE TO BOND. 0 ...] SERVICES SPECIFIED ELSEWHERE IN THE CONTRACT DOCUMENTS AND REQUIRED BY AUTHORITIES HAVING JURISDICTION OR BY THE I 14 3/4°' 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 STEP: 11 118"i STEP: 1 Q STEP: 9 STEP: 8 STEP: 7 �J EACH TRADE BEGINS AND ENDS AND THE RESPONSIBILITY AND SEQUENCE OF INSTALLATION OF ALL THE AIR-TIGHT JOINTS, (1 < 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. LL SILL PAN NOTES: Cl) W ' i , 1.04 APPLICABLE CODES 1. ALL PANS AT MASONRY TO BE 307 STAINLESS STEEL, 24 GA GALV. OR A. PROVISIONS OF THE 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE (OEESC) APPLY. PRE-FINISHED. r^ IT IS INTENDED THAT SECTION 502.4.1.2.1 OF THE 2014 OEESC "MATERIALS" AND BUILDING COMPONENTS UTILIZED IN THIS F2RESIDENTIAL WINDOW WALL SYSTEMS TO HAVE ALUMINUM PANS & VERIFY / , VERIFY V FLASHINGS PER DETAILS TO MATCH WINDOW FRAME COLORS. � 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 A 0 0CO LL 0 0 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. J 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 ------ � TO ENSURE COMPLIANCE AS WELL AS ENSURE INSTALLATION AND SEALING OF THE AIR BARRIER, ALL JOINTS AND SEAMS, FINISHES PER ARCH. PLANS. �`� O 11 5. PROVIDE HEMMED EDGE AT ALL EXPOSED EDGES. //'� ETC. IN ACCORDANCE WITH MANUFACTURERS' INSTRUCTIONS. 6. PROVIDE WEEPS IN THE SEALANT JOINT AT SILL AT EACH END AND z V EVERY 24" o.c. L PART 2 - PRODUCTS (NOT APPLICABLE) WRAP & WRB NOTE: i` I VERIFY I.I 1 1. FASTEN WINDOW/DOOR WRAP & WRB PER WP DETAILS PROVIDED HEREIN 1 E 1 VERIFY 1 r/'� V l Q PART 3 - EXECUTION WITH STAINLESS STEEL STAPLES w/ 7/16" CROWNS. V J 2. WHERE STEEL STUD FRAMING OCCURS, USE APPROVED ADHESIVE TO W LI- 2 N 1.01 TESTING AND INSPECTION PROPERLY ATTACH WINDOW/DOOR WRAP THERETO. O_ N 0 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.MEMBRANE FOR WINDOWDOOR WRAPS AND WRB. D = m B SILL PAN FLASHING SILL PAN @ DOOR - FLUSH INSTALL U z BLOWER-DOOR (AIR-LEAKAGE) TESTING IN ACCORDANCE WITH SECTION 502.4.1.2.3 OF THE 2014 OEESC. / W 2 O 1. COMPLIANCE OF THE CONTINUOUS AIR BARRIER FOR THE BUILDING ENVELOPE SHALL BE DEMONSTRATED BY TESTING THE CV J COMPLETED BUILDING AND DEMONSTRATING THAT THE UPPER 95% CONFIDENCE INTERVAL FOR THE AIR LEAKAGE RATE OF THE (-ED r'�/ Q 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 L..•�� 0_ O BELOW: 0 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, a BUT NOT DEPRESSURIZATION ALONE. THE BUILDING SHALL NOT BE TESTED UNLESS IT IS VERIFIED THAT THE CONTINUOUS AIR (nZ coo o 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 BARRIER1. INSIDE- & OUTSIDE-WRAP; APPLY ONE LAYER OF 36"-WIDE BREATHABLE MEMBRANE FROM THE SAME MANUFACTURER AS THE WRB B. QUALITATIVE TESTING AND INSPECTION: INSTALL PER VAPROSHIELD PRIOR TO INSTALLATION OF FIELD WRB. a. PERIODIC REPORTS OF OBSERVATIONS, WITH COPIES TO THE OWNER, CONTRACTOR AND ARCHITECT. REQUIREMENTS FOR AIR-BARRIER 2. INSTALL WEATHER RESISTIVE BARRIER IN WEATHERBOARD FASHION STARTING FROM THE BOTTOM OF THE WALL. ENSURE THAT THE REVISIONS 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. A 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 2 MATERIAL. , f `36" WIDE WRAP AT I . e. SITE CONDITIONS FOR APPLICATION TEMPERATURE AND DRYNESS OF SUBSTRATES. • INSIDE AND OUTSIDE /,� f. MAXIMUM LENGTH OF EXPOSURE TIME OF MATERIALS TO ULTRA-VIOLET DETERIORATION. SHEATHING �$ �$., CORNERS (SEE NOTE} 1 /`*� __ \ g. SURFACES ARE PROPERLY PRIMED. ' O'''' I 18" \as 0 • 9' h. LAPS IN MATERIAL MEET MINIMUMS, SHINGLED IN THE CORRECT DIRECTION (OR MASTIC APPLIED ON EXPOSED EDGES). WEATHER RESISTIVE BARRIER \/---,,... ...., ,,.„/'-----. \)NS�.C,1 6 I. MATERIALS USED FOR COMPATIBILITY. INSTALL PER VAPROSHIELD 1 _ -- 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 I ... _ 24" �,� I / LAND USE APPROVAL:2016-04-29 SURFACES, STRUCTURAL SUPPORT, INTEGRITY AND CONTINUITY OF SEAL. WINDOW • P I -� PERMIT SUBMITTAL: 2016-08-30 • AT ALL I. ALL PENETRATIONS SEALED. • CI H R HORIZONTAL JOINTS PERMIT RECEIVED: m. COMPARTMENTALIZATION OF ATTACHED UNITS: EXTERIOR DEMISING WALLS HAVE BEEN COMPLETELY SEALED TO PLASTIC CAPPED FASTENERS PER ABAA I _ - __ Sor- �R EXTERIOR SHEATHING AND CEILING AND FLOOR PLANKS; ALL PLUMBING, ELECTRICAL AND HEATING PENETRATIONS IN `H f STANDARDS FOR MECHANICALLY l `� BID DOCS: GYPSUM BOARD HAVE BEEN SEALED; ALL EXTERIOR AND PARTITION WALLS HAVE BEEN SEALED TO CEILING AND FLOOR AIR BARRIERS & 1 ~ ,- -I- ATTACHED PLANKS. VAPROSHIELD AIR-BARRIER REQMTS. I - CONSTR. DOCS: n. DUCT SEALING: CEILING PENETRATION HAS BEEN SEALED; ALL TAKE OFF AND TRANSVERSE JOINTS HAVE BEEN SEALED; _ I •• CONNECTION BETWEEN TAKE OFFS AND DRYWALL HAS BEEN SEALED. _ ii • I o. ASTM E 1186/98 'STANDARD PRACTICES FOR AIR LEAKAGE SITE DETECTION IN BUILDING ENVELOPES AND AIR 24 24"x36"SCALE: AS NOTED I I I J- ' T CCR -- ' r PLOT DATE: 2016-08-29 RETARDER SYSTEMS." I I _ ~ _ I P�,S MSN 1) SMOKE PENCIL WITH PRESSURIZATION/DEPRESSURIZATION. I Cy NER-- -- T 2) PRESSURIZATION/DEPRESSURIZATION WITH USE OF CALIBRATED FAN. I I • I I S��E CAD FILE: 15-133_A84 II I I I 12" OVERLAP AT ALL 2. QUANTITATIVE TESTS: I I I -- 1 I 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 INSTALL WINDOW UNIT WITH I PRAWN; DYM ARCHITECT. TAPE (APPROVED SEALANT I I b. ASTM E 283, DETERMINING RATE OF AIR LEAKAGE THROUGH EXTERIOR WINDOWS, CURTAIN WALLS, AND DOORS UNDER MAYBE USED IN LIEU OF TAPE} NI PROPER SEALANT AT I I SPECIFIED PRESSURE DIFFERENCES ACROSS THE SPECIMEN. TRANSITION BETWEEN FRAME I I I c. WHOLE BUILDING, FLOORS, OR SUITES, ASTM E779, DETERMINING AIRTIGHTNESS OF BUILDINGS AIR LEAKAGE RATE BY SEAL WRB AT BOTTOM PLATE •• AND ROUGH OPENING, AND, I I STATUS: ISSUE FOR PERMIT BUTYL TAPE OR SEALANT PROPERLY INTEGRATE WITH SINGLE ZONE AIR PRESSURIZATION. w/ WRB. ------J_ I � 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. edr Ad �4s4 DOOR FRAME PER PROVIDE BLOCKING AS -� ELEV. MFR. • HOkS11NAY KEY ACCESS TOP AND 1 -4 REQUIRED @ STUD WALLS 5" Redmond, WA ,, BOTTOM FLOORS z MA N' 4894 0 CONCRETE FLOOR TYP1/2ICAL RADIUS f MIN CLR 11 `Y SCS NOTCHED TO �, \ g RECEIVE SILL PER HOISTWAY DOORS J MANUFACTURER PER ELEV. MFR. ``' ` WHITE GRAPHIC \ 3/8"x2' STL 11-‹ OF O SURFACE MOUNTED SS-11.. BRAILLE FLOOR _ �N ' o Ey 3" SYMBOLS WITH 1/4" 4"\io .. , o SIDE RAILS CAB INDICATOR PLATE 0 EACH JAMB - SEE `o 3/8" MIN. LAMINATE w/ GRAY PLASTIC . . CD CO CONCRETE FLOOR DETAIL: © fl BORDER z �, v ° N a r° PER PLAN '� CLEARANCE PER + POLISHED EDGES r 1" pIA. STL RUNGS Iyy ? v ax::::: ELEV. MFR. 9.1 1.0 / THRU SIDE RAILS & E o N n E • m STORAGE AREAS \ - NL25 - o U N N1 WELDED 12" O.C. MAX o I ip v v o a,o o. - - - +� HOISTWAY FLOOR PER ` / ¢ '�� FIRST RUNG TO BE LEVEL v._o ° U c o s - � ELEV. MFR. FIREMANS COMMUNICATIONS TEL -( o E E Z o # y i fir' WITH FIRST FLOOR SLAB JACK - SURFACE MOUNTED o ' ° o 2" HIGH WHITE 03 o = E ° o` aE �- _ � _ O n o ° o cooc� ° ° ° _ li TACTILE LETTERS w in Z i a U w BRAILLE •� r= --"�- 3/4 DIAM. EXP BOLTS a� E T z o o C/7 c' !>:am'` V� E ° cu-r 7 >oo - - - - J � ELEVATOR JAMB � u-, CHARACTERS h � BRACKETS ex WELp TO � © �` � y � o ��� o � N f Jo . SIDE RAILS ° SILL PROVIDED BY .-' oN0,, v rNE ° , oNo PROVIDE TACTILE "STAR OF ° ° ° ° O a t � .....+.,. N.V O. y N 41'J d 41 ELEV. MFR. LIFE" FIRE DEPARTMENT o 4\ SHAFT y _ SYMBOL FOR ELEVATOR (2" U ¢¢¢ m a a°o a 4 V U.-z° o` y Fu ... y E 4 iQ c MIN. HEIGHT AT FIRST ANCHOR LADDER TO 7 • — FLOOR ONLY FLOOR WALL PER PLAN ) FINISH FLOOR / W o c-..; m E J e 2nd FLOOR AND ABOVE FIRST FLOOR ONLY ELEVATOR PIT co 2 o 0 SILL SUPPORT PER \ .= `, FRONT FLR SIDE v ELEV. MFR. \ PROVIDE SUMP PUMP PER U oo .o W a; .g) c NOTE: REFER TO SHEET NOTE: REFER TO SHEET 1__, o r 'cis `_'o o TYPICAL ELEVATOR SILL A2.0 FOR FIRE RATED WALL JAMB ELEV. ELEVATOR A2.0 FOR FIRE RATED WALL ELEVATOR DOOR JAMB SIGNAGE ELEVATOR PIT LADDER WI o o 0 DETAILS @ DETAILS wCir) 1'4 E g 1 112" = 1'-0" 314" = 1'-0" 3" = 1'-0" 112" = 1'-0" L Q oo 0 CU Ico ...-, Lo In z' , 0.1 0,M a0 Q CO a) o CO h-- c.) 1`-0" 1,-0" de / / de RAMP WALL / STAIR SHAFT WALL 1" HIGH CHARACTERS - TYPICAL 1" HIGH CHARACTERS, PER PLANS / U.O.H. TYPICAL U.Q.N. ;, PER PLANS �,' ■ ef StorQuest. V. SELF STORAGE NS + ^ 1 1/2" DIA. SCHED. 40 STEEL III rNEST STAIR +60"A.F.F EAST STAIR 6O A.F.F.AFF14 GA. x 1 1/2" x 1 1/2' x 21/2" CUP MIN EMBED 1 1/2" HANDRAIL ,'� ^s. ANGLE EACH END OF BLOCKING TOP AND // �' / / ■ BOTTOM w2/_2 - #10 x 1 1/2' SCREWS AT 0 J Roof Access 1/8" THICK ACCENT BAND �' 1/8" THICK ACCENT BAND BLKG. & 2 - X10 SELF TAPPING SCREWS +34%38"ABOVE o �l INTO METAL STUDS. - < t T RAMP/LANDING U 3' HIGH FLOOR NUMBER CIIARACILKS - 3' HIGH FLOOR NUMBER CHARACTERS, 0 CI Q NUMERAL VARIES PER BOOR o NUMERAL VARIES PER FLOOR METAL GRIP RAIL SUPPORT 0 (MAX.)____ 2 , 0 • ` 1-1/2" DIAM. SCHEDULE 40 y� °� ; \ 32' O.C. FINISH TO MATCH HANDRAIL STEEL PIPE. PRIME & PAINT TOIli I -O ,.Z MATCH STAIR RAILINGS } Q 112. "' ` W Floors 1 thru4 Floors2thru4 N 3x4 BIO KING C7 i "' •%, RAMP CONDITION ALL HANDRAIL ENDS SHALL NAVE e ,, BRAILLE CHARACTER AREA - PROVIDE c, BRAILLE CHARACTER AREA - PROVIDE 12" I MIN. 3/8" BORDER TO SIGN EDGE AND so J MIN. 3/8' BORDER TO SIGN EDGE AND 'I, MILLED RADIUM) END J (2 T-----,-1. ACCENT BAND -% . ACCENT BAND I ; UJ I (j) 0 -A,_ 2RETURN HANDRAIL ENDS TO WALL NOTE: ALL SIGNAGE AND CHARACTER HEIGHTS, FONT, SPACING AND STROKE SIZE NOTE: ALL SIGNAGE AND CHARACTER HEIGHTS, FONT, SPACING AND STROKE SIZE ' . : , a • l/��1 , /���1h� • ttl '' ,--1/4" MAX, SHALL CONFORM TO ICC/ANSI A117.1-2009 SECTION 703 AND NOTES ON SHEET A4.3 SHALL CONFORM TO ICC/ANSI A117.1-2009 SECTION 703 AND NOTES ON SHEET AO.3 4 a • • • . 'CO �� �� V! I Q . . • • TTYC PROVIDE CHARACTERS IN CONTRASTING COLOR TO BACKGROUND. CHARACTERS AND PROVIDE CHARACTERS IN CONTRASTING COLOR TO BACKGROUND. CHARACTERS AND I / /F1-1 W = N BACKGROUND SHALL HAVE NON-GLARE FINISH BACKGROUND SHALL HAVE NON-GLARE FINISH ELEVATION SECTION \ D _I C9 N STAIR CONDITION 0 W U Z CO L� o n/ UW WEST03„ = 1' 0" STAIRWELL SIGNAGE EAST STAIRWELL SIGNAGE 3" = 1'-0" CANE DETECTION RAILING SCALE: 1 112" = 1'-0" HANDRAIL AT STAIRS LL 6 8 u) o 3" = 1'-0" O ��nn W co 0 v1 Z c, ' 17-. NOTE RE: DETAILS 10, 11 & 12 THIS SHEET: REVISIONS PRE-FAB METAL STAIRS AND LANDINGS PAINTED PRIMER GRAY WITH A YFII OW CONTRASTING NOTE' PRE-FAB METAL STAIRS SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN WASHINGTON. NO. DATE B Y 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 CALC'S FOR APPROVAL PRIOR TO FABRICATING STAIRS. -/-74- OF EVERY STAIR RUN. PROVIDE TOUCH UP PRIMER & PAINT AS REQUIRED. ), 1 1/2" VERTICAL. DIA. GALV. SCH 40 / k% ,A PIPE RAILS. 1-1/2" DIAM. \ 1-1 2" DIA. METAL �� t / STEEL RAILING / n 1 I HANDRAIL BEYOND 1 1/2 DIAM. HANDRAIL A (BEYOND) 116 .L n 9.1 1-1/2" DIA. METAL bh 1 /'\CONTINUOUS HANDRAIL PER � STAIR MANUFACTURER \ ' RETURN HANDLE TO WALL ]-1/2" DIA. INTERMEDIATES \� /b\ L, \ STEEL WALL MOUNTING 8 GUARDRAIL SHALL HAVE INTERMEDIATE MEMBERS ON r RAILS DESIGNED SO AS A WALL RAIL BEYOND BRACKETS PER STAIR X9.1 ISSUE DATES ` OPEN SIDES SPACED SUCH THAT A 4" DIAM. 8 12" MANUFACTURER 4" SPHERE WILL NOT PASS _ '< SPHERE CANNOT PASS THROUGH, U.O.N. LANDUSEL: - 4- ' Py '9 1 41 PERMIT SUBMITTAL:`� _ / En X I .I (TREAD DEPTH) m 1 1/2" DIA. GALV. SCH 40 PIPE BALUSTERS WELDED m MAX. PERMIT RECEIVED: : TO STAIR STRINGERS PER STAIR MANUFACTURER. 12" / ` BID DOCS: SPACE EQUALLY, 6'-0" O.C. MAX. FOR VERTICAL I ' 12" POSTS. \ ,r ,' CONSTR. DOCS: � X TEXTURED PLATE m `, GUARDRAIL UPRIGHTS ATTACHED PER STEEL LANDING NON SLIP NOSING /' STEEL STAIR 24"x36"SCALE: AS NOTED STAIR MANUFACTURER v� STRINGER PER STAIR MANUF. '�' PLOT DATE: 2016-08-29 1" NOSING TREAD DIM 4 NOTE: STAIRS SHALL HAVE 2"-4" WIDE TREAD DIM\ , CAD FILE: 15-133_A91 cr , -- STEEL STAIR STRIPING OF A CONTRASTING COLOR AT 1" MAX. \ JOB NUMBER: 15-133 STRINGER CONCRETE SLAB PER FROM FRONT EDGE OF 1st STEP FROM BOTTOM STEEL CHANNEL PER STAIR 5 T 6" AND TOP OF ALL LANDINGS, TYPICAL �" CHECKED: AM t _ , MANUFACTURER r STRUCTURAL DWGS. ` n n DRAWN: DPMI RY S TE TEXTURED STEEL STAIR TREAD, PER y GRADEEw VLB90 N • STATUS: ISSUE FOR PERMIT. STAIR MANUFACTURER NOTE: COMPACTED GRAVEL 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" = 1-0" eS9DAke4. IT� edrAd �s � .c/� 4 NOTES: MAXIMUM RECOMMENDED LENGTHS FOR VERTICAL COMPRESSION STRUTS RedmondN , WA ,* 1. PROVIDE CROSS-BRACING FOR SUSPENDED ACOUSTICAL CEILING SYSTEM 0 12'-O" O.C. BOTH WAYS WITH (MIN.) NO. 12 GAUGE WIRES PER COMPRESSION STRUT �' 4894 6" ASCE 7-10, ASTM C635, ASTM C636 AND ASTM [580. EMT CONDUIT �� S 2. THE HORIZONTAL RESTRAINT POINTS FOR THE LATERAL FORCE BRACING SHALL BE PLACED NOT MORE THAN 127 / ' O.C. IN BOTH DIRECTIONS WITH 1/2" EMT CONDUIT UP TO 5' 10" OF p�� THE FIRST POINT WITHIN 6' FROM EACH WALL. 3/4" EMT CONDUIT UP TO 7' 8" 3. TO FACILITATE INSTALLATION, MAIN RUNNERS AND CROSS RUNNERS MAY BE ATTACHED TO THE PERIMETER MEMBER AT TWO ADJACENT WALLS 1" EMT CONDUIT UP TO 9' 9" ` �S• WITH CLEARANCE BETWEEN THE WALL AND THE RUNNERS MAINTAINED AT THE OTHER TWO WALLS IN SUCH WAY AS TO BE INDEPENDENT OF ¢12 HANGER METAL STUDS . WIRE THE WALL STRUCTURE AND SHALL BE BRACED BY LATERAL FORCE BRACING AT 12' 0.C. MAXIMUM, SINGLE 1-5/8" x 33 MIL STUD UP TO 12' 0" �/ / r= n -,°-Q� w vy 4. ACOUSTICAL CEILING SYSTEMS SHALL COMPLY WITH IBC 803.9. BACK-TO-BACK 1-5/8" x 33 MIL STUDS UP TO 15' 0" • • .- v N o 5. FOR AREAS EXCEEDING 1,000 S.F., HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURE ABOVE SHALL BE PROVIDED. �, a o ° V, ._ � SINGLE 2-1/2 x 33 MIL STUD UP TO 13' 6" � ,, , •,- .�• � � v � °_� ._�- , �•_ O RAISED INTERNATIONAL 6. FOR AREAS EXCEEDING 2,500 S.F., A SEISMIC SEPARATION JOINT SHALL BE PROVIDED. BACK-TO-BACK 2-1/2" x 18 MIL STUDS UP TO 15' 0" of a E o ; ` a2 3 SYMBOL OF ACCESSIBILITY -- a " v E f. ti a°'_ o 7. ALL PENETRATIONS SHALL HAVE A 2" OVERSIZE RING TO PROVIDE FREE MOVEMENT OF AT LEAST 1" IN ALL DIRECTIONS. r aII. s a a� o 0LL PICTOGRAM . `�;l"=� ` a ou: 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 -,s� " (`� aC ° ° = a a�d CALCULATIONS FOR COMPRESSION STRUTS Q .__ '- „°,� ° vmoo ° °to WHITE PICTOGRAM QN BLUE ARMSTR( GI \ - . _ - BACKGROUND CROSS TEE -•' • 0 ,..15-°y p N °. ° I ( 12 GA. VERT. WIRE (TYP.) --'''' - $\ ARMSTRONG v = E >,,,,,- -0 a v L =Q_ ---' � MAIN BEAM 0 a N y >o : a� 0 >.2Z2mar� d 8" MAX 8" MAX ' ' • �' ° L = ° 4/4 3 TURNS MIN. (TYP.) / 4 a ">- - ° 3" N NON-COMBUSTIBLE STRUT CAPABLE OF RESISTING 1 O " ` N. -2 ` b- ,, °t"U mo •E ° ° � u,00. CN o VERTICAL COMPONENTS INDUCED BY BRACING r MAIN RUNNER OR CROSS " " ° L - I' c ++r c.0 °� 01 Q3 V ° G1 >, .2"---"aa'- --2� o o�_ct—'�s WIRES. FASTEN SECURELY TO STRUCTURE ABOVE. TEE 0 COMPRESSION POST • N. O ` � 2t o um..__ a) °v 'i ❑. L-c u o o >,o u C.- V / U QQ-<_ Zum ,_ 3acQo.u ° a 12 G.A. VERT. HANGER WIRE Y/.// , 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. i I I k J r o W & cA Q o I I I I P.-!I • i _. 111111i1111111k I 1111TH 11 •PROVIDE CHARACTERS IN CONTRASTING CALOR TO BACKGROUND. CHARACTERS AND BACKGROUND SHALL HAVE • LATERAL FORCE BRACING 4 EA. 12 GA. — 1 POP-RIVET THIS SIDE ONLY °D a o NON-GLARE FINISH � WIRE SECURED TO MAIN RUNNER WITHIN 2" I -- F" `� °O� OF CROSS TEE INTERSECTION & SPLAYED U � ¢'�� 140)111.....1°."P: : PROVIDE 3/4' FACIA MOLDING W �" 90" FROM E.A. OTHER 12-0 O.C. IN m Q �� 45 BOTH DIRECTIONS W/FIRST POINT WITHIN SPACE ® OPP. PER MANUFACTURER x c 4'-0" FROM EA. WALL. WALL I 1 Z - u- cs) g, 0 ACCESSIBLE STORAGE UNIT SIGN • ACOUS. SLE it 431 Q ;_ 2" o o 0 0 o cyiii_ ° e4° °ee ° ..� ° °� ° ° a� `° SCALE: 3" = 1'-0" 09-026A81 '� MAIN RUNNER PERIMETER WALL ANGLE � G ¢ < cc.,:, co 1-1/2" ATTACH MEMBERS ® co i' II CROSS TEE PERIMETER & TWO ADJ, CI WALLS ONLY. CHANNEL MOLDING CO T C a) + - I- Uo 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 .� StorQuest. n PUMA.MOLDING FIXTURE. SPLAY WIRES AS SHOWN AND FASTEN TO BEAM OR PUR . MIN. SELF S TO R AG E V OF 3 WIRE TURNS EA. CONNECTION POINT. MTh STUD WALL. ARMSTRONG STABILIZER BAR, 12 GA. FIXTURE SUPPORT WIRES AT W 14 ' - SEE PLAN FOR SIZE i © OR OTHER SUITABLE SYSTEM, CENTER ENDS OF EA. FIXTURE. FIXTURE TO KEEP PERIMETER COMPONENTS /, I (DOUBLE STUD AT i FROM SPREADING APART. SUPPORT WIRE SUPPLIED BY CEILING r� J JAMBS). �/ / CONTRACTOR. _ U' HOLLOW METAL I 1 rt 11 U c,,,\— FRAME WRAP AROUND ° �, __,..,..4 - 1� ARMSTRONG (�/ c f GYP. BD. MAIN BEAM 60' MAX. TT. 11 , °I. ARMSTRONG OLL . ,4 , MAIN BEAM ,MIN. 2"� i % ARMSTRONGd"° W ANGLE MOLDING Z V 1 �f MIN. 3/4" AT UN-ATTACHED WALLS �+ r n I HOLLOW METAL DOOR 45 ' 1 V „. MA ARMSTRONG STABILIZER BAR, �, 1..` ii, _.______- OR OTHER SUITABLE SYSTEM, '� TO KEEP PERIMETER COMPONENTS V�j, J ii. A HEAD (JAMB SIM.) FROM SPREADING APART. ci! ti n w 2' '-Q i i 4 1I RECESSED rn 0 1 �-�, FLUORESCENT V DOOR UNDERCUT 3/8" ,``'• f_ (—ARMSTRONG FIXTURE AT HARD SURFACE. ''� ' Jr' CROSS TEE �/ CROSS TIE ARMSTRONG /�� CI� >- CROSS TEE MIN. 2" ,/ FINISH FLOOR V J �J ELEV. 0-0 MAIN STRUCTURAL UJ = co MIN. 3 /4" AT UN-ATTACHED WALLS RUNNER 4'-0" O.C. J ti = rn B SILL © ATTACHED 2" WALL MOLDING 0 PERIMETER COMPONENTS Q TYPICAL LIGHT FIXTURE BRACING 0 W U z Et v J C3 w INTERIOR DOOR TYPICAL SUSPENDED CEILING SEISMIC BRACING DETAILS 06 o SCALE: 3" = 1'-0" oco SCALE. N.T.S. L W F 000 Z T I= 5/8" TYPE 'X' GWB 3-5/8° MTL. CHANNELS ® 16" O.C. LOCATION FOR ELEC./ PLUMBING AND MECH. BETWEEN STRUCT'L BOTTOM OF ROOF NOTE: SMOOTH HEADER TO BE USED FOR NO. DAT EREVISIONS BY Ch- 3'-O" SWING DOORS. ROLL-UP DOORS, I COLUMNS & THE SIDE OF HALLWAY. OR FLOOR STRUCTURE GREATER THAN 3'-O" TO BE STANDARD 1� \ TYPICAL MULTI-STORY � SEE MECH. PLANS. BOTTOM OF STRUCTURE CORRUGATED HEADER 'o BUILDING FLOOR SLAB (SEE 11/A9.20) ,� ( , TOP OF PARTITION WALL — ACCESSIBLE UNITAllilk Z\ 1 �\ TYPICAL BEAM ABOVE HALLWAY DESIGNATION PER DETAIL 9.2i � DUPLEX ELEC. OUTLET W/ REFER TO FLOORPLANS ' ` H 10_ \ �I LOCKABLE COVER FOR LOCATIONS. 0 ( \ 1 CLOSURE ANGLE 1 �� / CUT TOP EDGE OF GYP. BD — - - ��= OPENS �� STRAIGHT & TRUE. 1 �a f SLIDING LATCH ' J ISSUE DATES BY: "CHATEAU"( W -------_____•-- __---------. � , ��' 1F-�exs TYPICAL STRUCT'L COLS. Q LAND USE APPROVAL:2016-04-29 ~ �' — IIIMI iz ,X o a RECESSED FIRE . \\, �_---- l STEEL EXPANSION TRACK INTERIOR METAL WALL PANEL \ o ? EXTINGUISHER BOX \ \_y \ PERMIT SUBMITTAL: 2016-08-30 IPOTENTIAL LOCATION FOR TOP TRACK PER UNIT PARTITION SUPPLIER ) 10,.. :1 � ) SPKLR. SYSTEM-LOCATE UNIT NUMBER y ` ��� PERMIT RECEIVED: ( �� (NIC) & INSTALL PER LOCAL PLAQUE (1W) 6 WHERE OCCURS l�� Z LIGHT FIXT. PER FIRE CODES _ _ BID DOCS: 5/8" TYPE 'X' GWB BOTH SIDES , 0 3 ELEC. PLANS 1 \ ` i >< o CONSTR. DOCS: J .. . Li-I U.O.N. �� Lu ' TYPICAL HEADER PANEL & eL 1 �i �� METAL STUDS PER WALL TYPE cn METAL`PIERS —-a I FRAME w - o 0 Lii 7, CI \ o I o - 24'x36 SCALE: AS NOTED METAL STUDS PER WALL TYPE a ~ TYPICAL ROLL UP alI \ l 5/8" TYPE 'X GWB = o RUN HEADER PANEL UP TO c� - — 1- RUN E/ UNIT DOOR BOTTOM OF STRUCTURAL BEAM w o PLOT DATE: 2016-08-29 l �� �' ACOUSTIC INSULATION WHERE SHOWN ON _ N- TYPICAL TYPICAL TYP4CAL ABOVELo D ,r CAD FILE: 15-133_A91 DRAWINGS. (PROVIDE ACOUSTIC SEALANT AT UNIT CORRIDO UNIT - 0 � � ' SILL PLATE-BOTH SIDES) 1 6" IS MAX. OPENING ALLOWED i cam' JOB NUMBER: 15-133 CONT. MTI_. RUNNER ANCHOR TO - FLOOR AT 24" O.C. WITH POWDER TYPICAL SMOOTH FINISH ABOVE TOP OF HALLWAY TO 1 - STRUCTURE ABOVE. USE CLOSURE7 CHECKED: PAMC ELACTUATED PINS. \ `I , ' sLae o p ,, i ANGLE BIM. BEAMS AS REQ'D. \ \ \ N, , , N, \,- DRAWN: DYM/RY -/ WALL BASE PER SCHEDULE f r STATUS: ISSUE FOR PERMIT FINISH FLOOR 4 ` VARIESj, 20 GA. SMOOTH 3'-O" 1/8" FOAM TAPE y FINISH FLOOR ��SEE STRUCTURAL DRAWINGS METAL PIER 5'---0" L\I INTERIOR DETAILS TYPICAL FULL HEIGHT WALL TYPICAL RESTROOM CEILING TYP ° INTERIOR STORAGE DOOR TYP. INTERIOR STORAGE DOOR 9 10R . 20 3" - 1 -0 j SCALE: 3 = I-0" 09-Q27A83 SCALE: 318 - V-0" INTERIOR UNIT PARTITION INFO. FOR REFERENCE ONLY - NIC SCALE: 318 - 1'-0" 09-026A81 r PROVIDE SOLID BACKING OR _.• 54" MIN. BLOCKING AT ALL GRAB BAR ( :6.,ODF 12" 42" MIN. 1 ATTACHMENT LOCATIONS MAX. �� IA / / 1-1/4" MIN. L'I Ad" 1-1/2" /� A 9j4.4s4 2 MAX.36" GRAB BAR / XTOILET ROOM SIGNAGE TO WALL TYPE PER PLANS. edmond, WA O,18" (MIN.) VERTICAL GRAB BAR �� BARS COMPLY WITH ICC/ANSI A117.1 METAL WALL PANEL PER fi'-0" DIA. DRAIN BASIN 4$9439"-41" 42" GRAB BAR ALUMINUM EDGE -2009 SECTION 703 SIGNL. MI TAL BUILpING SUPPLIER /1,' TRIM/REGLETS - TYP. REQUIREMENTS 1 1 Og TOILET PAPER DISPENSER �\ 3'-O" 3'-O" \ SOAP DISPENSER MIRROR \ PER MANUF. PER ° _ PARITALLY RECESSED / \\ SCHEDULE \� FIRE EXTINGUISHER /./ /.� // /.' ( k2/. .' //i �� , /' // 411111j://2/,.//•%/' . /.i /, /, .. , , , . \ PLAN AT NON-RATED WALL I - ° o o� °y / / ral /. // ,? //. CABINET c// // / . / / i•// ♦;!/ /// / /// / / ® / /// /// / •/17/ // // WATERPROOF _ ° ° y v a • CL >o " le Eo a,�'// // // / / ME / �_ • / - / o o /" /./ MEMBRANE - FLOOR FINISH °= ° b///..��//� �� % .// //% //j�' '//%/// /j////�/J. r ` //. ,/. // II;///o o° j/.////////.//,.��Z'/./ j CLAMP BETWEENTO DRAIN Q y �"�:0::::: o /, / / // �. i '// / . / / / o ate ` oto 45 ° �// r7 / � , , /!..,/ ✓. /�/ I . / / / p / ///. i , 0 //// / //Z / ///./' ow �•� DRAIN FLANGE aen N # oo ° // /J /�'- / // �• // ' // / /.'7,.////;///.// / • // / // /. i//. //� o03 cm a o a/ // // / / //� • °/ / / // //. / SLOPE DOWN SLOPE QOWN 0 "' ° m a E nL,.., �'/5 / // / •� T.O. EXTIUISHER UNIFORM UNIFORM L// 6 COVE BASE _ np/ ? / i r / // / /.' � / // INTEGRAL w/ SHEET = % ow oN4/11111 +60 A.F.F. MAXIMUM i/,t� / j�?"�/. , ♦/�i//.�i//. , �//./ . ,v/ L / i/` //� �/" %� �, // // // . ♦/�i //�./ i i VINYL FLOORING ,+�� (40 lb. MAX. WEIGHT) o" �`..�.�"..7...� N L u, E ° X_ a- v O N O •4', 1 • A1- Q� © C °.y0 Hoo y-0m -- To\\ .. A. ,, , A\ s �. • \, — FIRE EXTINGUISHER Iv v '�` �� ri71. Q - ° °a E .c 4TOILET TOILET PAPER `` SEAT COVER URINAL LAVATORY DISPENSE/WASTE HAND NAPKIN/ NAPKIN/ WALL do IDENTIFlCATION SYMBOLS ', _ CABINET WITH WIRE GLASS Q 44 ° ��� I 7 .' t 2 ;. ° c—o t) N N ; S ` DISPENSER DISPENSER RECEPTACLE DRYER TAMPON TAMPON FLOOR ':'. DISPENSER DISPOSAL `� ` 3 CRUSHED TILE OR a Q Q z o a) a t a a°o a FINISHES PICTOGRAMS SHALL HAVE A CDe .� FIELD WITH A HEIGHT OF 6" Li o :** a p Q STONE v FINISH FLOOR BASIS OF DESIGN: MIN. CHARACTERS OF BRAILLE `` 7�� * LOCATE PER FIRE MARSHALL t m REQUIREMENTS. W TRUEBRO LAV ¢ a '�i PLUMBING FLOOR o ci e> v SHALL NOT BE IN THE m „ GUARD 2 PICTOGRAM FIELD. PICTOGRAMS vi 7. ;4. NOTE: DRAIN WITH WEEP a4 C © � o e_ AND THEIR FIELDS SHALL I z_ 4' INLET OF DRAIN TO BE 1/2" HOLES a? rn �, HAVE A NON-GLARE FINISH. `` BELOW FINISH FLOOR " —_ t (13 up o PICTOGRAMS SHALL CONTRAST \ ELEVATION OUTSIDE OF 6'-0 WITH THEIR FIELDS, WITH DIAMETER DRAIN BASIN PLAN LANG - SEE PLUMBING W L N a ,� EITHER A LIGHT PICTOGRAM ELEVATION E ON A DARK FIELD OR A DARK ~ --E � ,� w ° RESTROOM MOUNTING HEIGHTS 0 PICTOGRAM °NALIGHT FIELD. FIRE EXTINGUISHER CABINET FLOOR DRAIN WI 0)SCALE: 1/2" = 1-0" 1-1/2" = 1'-0" 3" = 1-0" Q o 0,1 CO D CWIN 0' c� � E.1) o CO I— U V.S./ RATED WALL PER PLAN. SEE RCP FOR HEIGHT A, ��•. HEADER PER ` • �� STRUCTURAL. CONCEALED HINGE PROVIDE CORNER BEAD TYP. �� ;5.-.� StOr�UeSt• B.O. CEILING , SELF STORAGE 90 MINUTE RATED 4 DOOR AS SPECIFIED �cACCESS DOOR PER LU REFER TO WALL LEGEND )1,_O" ,D PLAN & SCHEDULE. / FOR WALL TYPES / ,• (,9 JLIGHT SWITCH: DOTTED LINE C , INDICATES LOCATION OF v / 6" 6" LARGER PLATE IF NEEDED — = Ct < a FOR MORE SWITCHES 3/4" X 2 1/2" HARDWOOD 1 _ -/ THERMOSTAT BACK WEB FRAME - • 0 HANDLE a 2-3/4" i FASTENED TO STUDS _ • I W Y / HARDWARE SET AS W 4-•-Q(-- SCHEDULED 3/4" PLYWOOD DOOR. : -- - ,I rn _ -- 9 ALL EXP. SURFACES TO 1 1 _ NOTE: LOCATE ELECTRICAL & BE P.LAM. -��} LL 6 oTELEPHONE WALL OUTLETS & _ • - T --,?\\' } SWITCH PLATES 0 NEAREST B ELEVATION ' ' I EI �' o `� \ D STUD FROM SCALED LOCATION 3/4" PLYWOOD SHELF WITH �� W - cn g ON PLAN UNLESS OTHERWISE -. WHITE MELAMINE VENEER NI . . . , t4 O co \ SPECIFICALLY NOTED. „ _ I : tlt4��U►u41����►���� 11111 H \ \ ', \ \ RECESSED SHELF STANDARDS `_ _ � SPRING CLOS } DUPLEX OUTLET .` � - � `+i 1/4" PLYWOOD BACK - V FIRE EXTINGUISHER CABINET PROVIDE WALL TELEPHONE OUTLET - - �� - co BLOCKING PER MANAFACTURER'S = - IW-- I.n n n n n n n n, W (=.7 (NJ REQ. SEE DETAIL FINISH FLOOR CHROME WIRE PULLS, TYP. _ _ ) - O _ I A SECTION PLAN I I U z 9.3 ---•—` '-' W :J Il_ \ rI) y O TYP. MOUNTING HEIGHTS DIAGRAM 1/2"0 = 1 -0" 2,_�" Y ACCESS DOOR SCALE: 3/4" = 1'-0" BASIS OF DESIGN: ACUDOR FW-5050-DW FIRE RATED DOOR f:t 0 CC v) Wo Q c1 co 0 < o V! x- 1- P.LAM TOP, SPLASH & EDGES J = La to 3/4" PLYWOOD COUNTEF, II W �, La AND BACKSPLASH, TYP. I Le) REVISIONS 3/4" X 2 1/2" HARDWOOD NO. DATE BY !. , o �f14 61\11 N $, S.S. SINK (WHERE OCCURS) --------_T C Icn 1/2" PLYWOOD - s • �' DRAWER BACK s `-- — .-- / A \ 1/4" PLYWOOD DRAWER THERMOSTAT BOTTOM :7-')-u) ' SURFACE MOUNT CHROME WIRE PULLS, TYP. TO CORRIDOR -- NOTE: ALL INTERIOR - I UDATES WALL. n - EXPOSED FINISHES TO BE _ LAND USE APPROVAL:2016-04-29 -,� 3/4 PLYWOOD SHELF WITH _ - W-IITE MELAMINE VENEER. = WHITE MELAMINE VENEER. _ PERMIT SUBMITTAL 2016--08-30 z _- _ i PERMIT RECEIVED: ELECT. CONDUIT LINE OF STOP FRAME ---_________ I ; BID DOGS: ATTACH TO - . O ADJ. WALL 1/4" PLYWOOD BACK - CONSTR. DOCS: I '1 AS REQU'D. RECESSED SHELF STANDARDS - ) ELECTRICAL BOX 3/4" PLYWOOD DOOR. - 24"x36"SCALE: AS NOTED W/ LOCKABLE COVER. ALL EXP. SURFACES TO (FLUSH TO WALL) BE P.LAM. = PLOT DATE: 2016-08-29 C CORRIDOR WALL PANEL TOPSET BASE �_.-- � CAD FILE: 15-133_A91 D - _ 2X4 WOOD STRETCHERS JOB NUMBER: 15-133 / FINISH FLOORNI il. AT 2'-O" O.C. CORRIDOR / STORAGE UNIT •� .% F CHECKED: PAMC DRAWN: DYM STATUS: ISSUE FOR PERMIT INTERIOR DETAILS TYP . ELECT. MOUNTING a@ STORAGE BREAK ROOM CASEWORKA9 . 30 9 1/2" = 1'-0" INTERIOR UNIT PARTITION INFO. FOR REFERENCE ONLY - NIC F. SCALE: 1 1/2" = 1'-0" General Structural Notes THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS CRITERIA MASONRY SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. ALLOWABLE SOIL PRESSURE (NATIVE SOILS / STRUCTURAL FILL) 2500 aRUCTURAL1. 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 GINEERING 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 INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY PCF TYPE "S" CONFORMING TO ASTM C270 AND THE OREGON STRUCTURAL SPECIALTY CODE. 2. DESIGN LOADING CRITERIA: DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF ALLOWABLE PASSIVE EARTH PRESSURE (FS OF 1. 5 INCLUDED) 10 350 PCF GROUT SHALL CONFORM TO CONFORM TO ASTM C476 AND THE OREGON STRUCTURAL 2124 Third Avenue-Suite 0-Seattle,WA 98121 STORAGE DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS SPECIALTY CODE AND ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2 000 PSI AT p: 206.443.6212 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 2016 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 TABLE QED 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. ���1� fro TOTAL LOAD DEFLECTION L/240 FRAMES, PREFABRICATED STAIR SYSTEMS, EXTERIOR CLADDING, AND PRE-ENGINEERED ,/ _ �s ENVIRONMENTAL LOADS IFf#,` SYSTEM SHALL INCLUDE THE DESIGNING PROFESSIONAL ENGINEER' S STAMP, STATE OF CONCRETEUNLESS NOTED OTHERWISE, PROVIDE THE FOLLOWING REINFORCEMENT: - 7� r. SNOW Ce=1. 0, Is=1. 0, Ct=1. 1, P 20 PSF WASHINGTON AND SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO REVIEW ,9= 18. CONCRETE SHALL BE MIXED PROPORTIONED CONVEYED AND PLACED IN ACCORDANCEWIND GC i-0. 18, OF THE ARCHITECT OR ENGINEER OF RECORD FOR GENERAL CONFORMANCE WITH THE " " " +'�' .p - 11Q MPH, RISK CATEGORY II, EXPOSURE "B" WITH ACI 301. STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS: TYP WALLS: $ PARTIAL GROUT #5@4$ oc VERT. (2) #5@48 oc HORZ. o � EARTHQUAKE . ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE DESIGN OF THE BUILDING. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE STAIR/ELEV. WALLS*: 8" SOLID GROUTED #5@24"oc VERT. (2) #5@48"oc HORZ. B 08 ?, LATERAL 5YSTEM: SP£CIAL REINOFRCED CONCRETE MASONRY SHEARWALLS CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON LA Z E CONCRETE/MASONRY OR STRUCTURAL DRAWINGS. SHOP DRAWINGS SHALL INDICATE MEMBER TYPE/CONSTRUCTION STRENGTH TEST MAX MAX AIR SITE CLASS=D, Ss=O. 97, yds=0. 72, S1=0. 42, SD1=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 !MAIM WE: 1261/11 SDC D, Ie=1. 0, R=5. 0 -PSI- -DAYS- -INCH- RATIO (2) #6 HORZ. AT ALL FLOOR LEVELS W/ #6 x 24E AT EA HORIZONTAL AT CORNERS. SEE PLANS FOR ADDITIONAL LOADING CRITERIA CALCULATIONS SHALL BE MADE AVAILABLE UPON REQUEST. 24'� 11 SLABS ON GRADE 3000 28 1 . 45 5 © DRAWN: 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL AND 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 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. ARCHITECTURALRJA DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES FOUND AMONG 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 THESE GENERAL NOTES AND THE SITE 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: RJA THE DRAWINGS, THE SPECIFICATION, A REGISTERED STRUCTURAL ENGINEER, STATE OF WASHINGTON. MANUFACTURER' S EXTEND REINFORCEMENT AROUND OPENINGS 2' -0" BEYOND FACE OF OPENING. IF CONDITIONS SHALL REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH 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 APPROVED: 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 IN E' E T ONS, AP 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 , ► i. ," '� ; AT ALL STEEL BEAM RISK. / � � � 4t lie � `' � I. � 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' -O" LONG BOND BEAM w/ 2) .5 BOT. e► 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, DIMENSION CONTROL IS DEFINED BY THE ARCHITECTURAL WALL SECTIONS, BUILDING 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 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 ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH 4. 2. 2. 1. ACCEPTANCE OF LOWER CEMENT CONTENT IS CONTINGENT ON PROVIDING CONTAINING REINFORCEMENT FOR ALL GROUT POURS OVER 5 FEET IN HEIGHT. UNITS 111111 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 REV1510NS: 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE SURFACES IN CONTACT WITH THE SOIL REQUIRE ENTRAINED AIR. USE "MODERATE AND PLACING OF MASONRY SHALL CONFORM TO SECTION 2104 OF THE OREGON A Permit Response Nov. 2, 2016 METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE 14. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT EXPOSURE". VERTICAL EXTERIOR SURFACES REQUIRE "MODERATE EXPOSURE". STRUCTURAL SPECIALTY CODE AND TMS602/ACI530. 1/ASCE 6. CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY SPECIFICATIONS AND SECTIONS 110 AND 1705 OF THE OREGON STRUCTURAL TOLERANCE IS +/- 1. 5 PERCENT. AIR CONTENT SHALL BE MEASURED AT POINT OF A Permit Response 2 Nov. 16,2016 AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING SPECIALTY CODE BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, PLACEMENT. REINFORCING STEEL SHALL CONFORM TO ASTM A615 ( INCLUDING SUPPLEMENT Si), CONDITIONS AT THE SITE AND OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS 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. A Permit Response 3 Dec.28,2016 / 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 A Permit Response 4 Jan.31,2017 SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO CONSTRUCTION IS REQUIRED UNLESS NOTED OTHERWISE. " THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. FOR "OTHER REINFORCED CONCRETE CONSTRUCTION". A VE Revisions Feb. 15,2017 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL STEEL FABRICATION AND ERECTION PER RISC 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, F1. 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 A615 ( INCLUDING SUPPLEMENT S1), 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 1E 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 12740 SW Pacific Ave DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS CONCRETE CONSTRUCTION ACCORDANCE WITH ACI 318-11, CLASS B. LAP ADJACENT MATS OF WELDED WIRE 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: 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" WA 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" Redmond, 1/8" 1' -0" SECTIONS OF THE OREGON STRUCTURAL SPECIALTY CODE. 1-1/2" PH 425.885.4300 CONTRACTOR SHALL SUBMIT WALL ELEVATION DRAWINGS OF AT LEAST = 1 -0 COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 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. DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER' S REPRESENTATIVE, 24. CAST-IN-PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND SPECIAL INSPECTOR CONTRACTOR, AND THE BUILDING OFFICIAL. THE STRUCTURAL 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 OBSERVER SHALL SUBMIT TO THE BUILDING OFFICIAL A WRITTEN STATEMENT THAT MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL PERMIT DEPARTMENT. THE SIT£ VISITS HAVE BEEN MADE AND IDENTIFYING ANY REPORTED DEFICIENCIIS OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL 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 No! 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. GEOTECHNICAL 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 26. MECHANICAL SPLICING OF REINFORCING BARS, WHERE INDICATED ON THE DRAWINGS, SCALENon e SUBMITTAL HAS BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF STRUCTURAL FILL AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. 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. lis Al • AI NO: OF SHEETS: ce c, O © © 5 6 I O J 9 100 12 , a 0:4 :141, 15 16 17 18 19 20GI 0 N �? LI >12/s3.2J 12/S3.2 F24x12 l A J - -- - -- - _ -- 0 STRUCTURAL 10" CONC. I -, r 1 r - -, r -I , ENGINEERING STAIR � - ------ [7-',- i 12/53.2 AI L-3 i __ 71 IE- II c.� P' v 2124 Third Avenue-Suite loo-Seattle,WA 98121 �_y I -_ .__-._ �. I p: 206.443.6212 ssfengineers.com B I �/S3•2 �IYilillYiYitiill• iiWliWiiYYI. Lig _.� -.} 1I 1 cv 1- i - - B 110111 N Copyright 2016 Swenson Say Faget-All Rights Reserved I ° I I I I II A d (N (Nri- x co x CV ldl Y� Nj 8 CONC. I i L '- ' ���,� I'ROFrO " fill.111111:4111:5177! L .� TYP. U.N.O. N r - , - F3.7 F3.7 I l If. I a 1 . L _J F4.5 F4.5 i --1 ` � r r -- J F24x12 'f -. , 7 D - -_ I p I I 1 1 _ _�-_ L. _ _�... � _� -1 D 4 � kr.- , r_45 L _ J LTJ F18x12 r BI�IZE �' I I 1 JDPIRATIQI DAZE 12/31/2017 GO L J F4.5 F4.5 1 F28x12 1 r -� r-- L J E Elm F4.5 L_J L._J r 1 DRAWN: r--I I I RJ LI F4.5 F3.7 I I DESIGN: O RJA F28x12 1 I � I I - F CHECKED: F4.5 L_ r RJA 2 r- 1 2/S3. I I `I APPROVED: I 1 ° 1 1I 1 I ABB L _ J x _,40 NI 11 ! � F28x12 J (G) I 0_1_F4.5 �r �I 1 r -1 0 N r- -�-1 N, I I : I I 12/53.2 1 ° I 14 I li c I I TYP. @ GRIDLINE 22 L_J r1 111 ri Li L- _ F28x12 J r © - I a--1- R5 � 1 R5 L- J LiJ r --I F3.7 F3.7I REVISIONS: 12/S3.2 I -1- r [ ( 1/S4i I ° 1'-8" TYP. L_J F4.5 F4.5 I SIM. I` GRIDLINE 22 a Permit Response Nov. 2, 2016 O A _L r- 1 F:1 L_ F28x12 -J @I A Permit Response 2 Nov. 16,2016 7" SLAB ON GRADE REINF. _ F4.5 L _ _I L__I I- 1 PER PLAN NOTES, CONTROL I , i i JOINTS ARE NOT PERMITTED I ° 1 •<( )> 1 I Permit Response 3 Dec. 28,2016 L _J F4.0 F4.5 I I /,� IN BASEMENT SLAB r -� r 1 L F28x12 J / 4 \ Permit Response 4 ]an.31,2017 O _ ---1I I ... I I I ✓ 5 - F46x12 j L J T1 A © VE Revisions Feb. 15, 2017 I I L_J I gr,....................- 1/54.1 F4.5 ' 1 F46x12 J - 1 i W F46x1 V LJ L F18x12 ---- _ ' ,YIhWWY,Wlllhl,""`' IIIIIIIIIIIIIIIII� i o ---- APPROVAL: O 1- II ._ F4.5 �I N i t --- I Ir r � r 1 l r_, ,1 .--'''........... :> :< a x F34x16 F34x16 1 ° 1 r11 r`- - `¢ � � LJ L J I i L-1- 1F3.7 M T - h I I I r -1 - r_- � r, 12/S3.2 0 F4.5 10/ 3.2 F46x12 J 1 A I I I v I Li IJ - r-1 I I ;rrlr. 1 t., I " I ° I r--11--1 I ; I XII I ,` I 1 1 -2 1*. O L-J ao - E I I EXT. STAIR WALL I I - 1 I u I 4'-6' TYP. 1� N 411) I ,.._ �' -- I c _- - I 1/54.11 I I EXT. STAIR WALL rLF;'O o I �I u_ I I - L_J_J L .J -- . I N f NI I I o I Li- �I I - __ _ _ 1 �" J I r 1 1F3.7 - �F34x16 F31-x16 �r 10" Q p - --- - • - i I I . -I __I_ - I I 1 "' "SONG <- -CO-) 1 L___J I L _ I I N I A ._ F24x12 I IL- I ! mat - _J L-_-_1 ___J I PROJECT TITLE: -- - - -- - L.. __ _ -- - 7,L - �? ; Footing Schedule STEEL COLUMN ABOVE F40x12 < /s3.2 Storquest Self Storage BY OTHERS, PROVIDE I 10" CONC. Mark Size Reinforcing New Self-Storage Facility ADD'L REINF. IN WALL A WALL Q __ - PER..W53.2 TYP. ( ) _ . " 12740 SW Pacific Ave LOCATIONS ' Q F18x12 1 -6 w x 12 dp (2)#4 BOT. LONGIT. CONTINUOUS #5 CO 12"oc TRANSV. Tigard, OR 97223 F24x12 2'-0"w x 12"dp (3)#4 BOT. LONCIT. CONTINUOUS #5 ® 12"oc TRANSV. -- R F28x12 2'-4w x 12"dp (3)#4 BOT. LONGIT. CONTINUOUS #5 0 12"oc TRANSV. ARCHITECT: Magellan Architecture S - -- - - -- - --- - - --- - -- -- $ ) F34x12 2'-10"w x 12"dp (345 BOT. LONGIT. 8383 158th Ave NE Suite 280 CONTINUOUS #5 ® 12 oc TRANSV. eRedmond, WA 98052 F34x16 2'-10"w x 16"dp (5)#8 BOT. LONGIT. PH 425.885.4300 CONTINUOUS #5 0 12"oc TRANSV. FX 425.885.4303 (11)- T F46x12 3'-10"w x 12'dp (3)#5 BOT. LONGIT. I CONTINUOUS #6 12"oc TRANSV. ISSUE: e (11,' 2 O O © 6 fil) 8 9C10\ 11 12 13 14 O 16 17 C1-8) 19 C0 CD 22 F3.0 31-0"sq x 12"dp (345 E.W. BOT. PERMIT ISOLATED Plan Notes Legend Basement Foundation Plan40ismF3.3 3'-4"sq x 12"dp (3)#5 E.W. BOT. SHEET TITLE: 1. DO NOT SCALE DRAWINGS. REFER ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. --F=x=_.__- 3/32" = 1'-0" ISOLATED Lower I °-I- COLUMN BY OTHERS 2. THE BOTTOM OF ALL NEW EXTERIOR FOOTINGS SHALL BE 18" MINIMUM BELOW GRADE. -- --1 -'f ' F37 3'-8"sq x 12"dp (4)#5 E.W. BOT. Foundation ISOLATED Plan FOOTINGS PER SCHEDULE 3. CENTER ALL FOOTINGS UNDER BEARING WALLS AND COLUMNS UNLESS NOTED OTHERWISE. 8" CMU WALL ABOVE REINF. PER F4.0 4'-0"sq x 12"dp (445 E.W. BOT. SCALE: 4. TYPICAL BASEMENT FLOOR SLAB ON GRADE SHALL BE 7" MINIMUM THICKNESS. REINFORCE WITH GENERAL STRUCTURAL NOTES ISOLATED 3/32 = -oII U.N.O. DATE: #6 0 12"0C EACH WAY CENTERED IN SLAB. PROVIDE SAND AND VAPOR BARRIER BELOW SLAB 8" CONCRETE WALL (U.N.O.) ABOVE REINF. PER F4 5 4'-6"sq x 12"dp (4)#5 E.W. BOT. August 25, 2016 PER ARCHITECTURAL DRAWINGS OVER IMPORTED DURABLE GRANULAR MATERIAL PER ' GENERAL STRUCTURAL NOTES ISOLATED PROJECT NO: GEOTECHNICAL REPORT COMPACTED TO AT LEAST 95 PERCENT MDD. 02257-2015-03 -T- STEP IN ELEVATION PER ARCH. F6 0 6'-O"sq x 14"dp (5)#6 E.W. BOT. SHEET NO: 5. BACKFILLING AROUND BASEMENT WALLS IS NOT PERMITTED UNTIL THE FIRST FLOOR SLAB HAS ISOLATED BEEN POURED AND 7-DAYS OF SLAB CURE PROVIDED. BACKFILL IN CONFORMANCE WITH GEOTECHNICAL RECOMMENDATIONS. F7.0 7'-0"sq x 16"dp (6)#6 E.W. BOT. 6. REFER GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. ISOLATED S2 • 1 NO: OF SHEETS: 2 © (. .5) 60 8 9 10 © 0 GI ® Ci___4) 0 160 18 (_19D 12QGI 0 _ . ,® F24x12 9/S3.1 ) 6/S3.1 ; 12/S3.2f> l r I Y111 111, lift YrthW , r--- �- - -- �---- � r-_ r � r 0 SETNRGUlNCETEURRA1NLG I 1 3 1 I II I I I I I F18x12 I I I F18x12 F3.0 F3.7 I I I _ 2124 Third Avenue Suite loo Seattle,WA 98121 Lr-7._ J _L-_-s r- I I 1 = a d = p: 206.443.6212 ssfengineers.com *I- _ - Lo � 1 _ _ 1 B l'7- /�":// � 1 l I I 6/S4.1 * 12/S3 2 Copyright 2016 Swenson Say Faget-All Rights Reserved Li 1 /` I =1 F3.0 F3.7 I F1��x12 = F18x12 r � 0 ;•_;_4< L- --..l;x12 - .._L.J _L--- I I i i 10 D PRO CV I -- - ic (NI x c-N4 c_.,,, . . • , .._, ., _ : __, . t„,- ; ,,. Lii ll , @ i L F18x12 J F18x12 s: 1 I 12/53.2 '1 `� I 1 1- - 1_LI -. �rr 0 / . ---- -I L J j . a A I11 F3.7 AI GLAZE _ . __.__-.__.7. • 1/S4 F3.7 I 1/s41 - ,� IDPIRATION DAlE 12/31/20171 GI L F18x12 J L_Fl8x12 •O r , II 1 SIM. I r 1 r J L J F3.7 F3.7CE-- MIN DRAWN: 1 I =I rJ r.l Ij �F3.7 �F3.7 O NOTE: COMPOSITE FIRST R_] J LFA 0 1 _1 ° -- - ----1----a--1 ----y a 1 1 1 - • II FLOOR DIAPHRAGM SHALL BE DESIGN: RIA I L- _®__ ___,��- ,� �, ,��-,,�,��,� -F18x12� F,.7 ! I DESIGNED FOR UNIFORM F _ _ I 1 I 1 I +_ _ �� CHECKED: I R3 F24x12 =r- Z - F3.7 F3.7 I I F3.7 I F3.7 �`' AXIAL LOAD D OF 5 4 KLF i �� SERVICE DUE TO STATIC RJA _ _ _J 1 I j r--1 r -' 11 I, 11 k I SLAB ON GRADE COMPOSITE DECK - SOIL PRESSURE AROUND APPROVED: ABB 1 =1 I a I --- • -1-._ --`- ---1 a I ^ 1 a 1 I PER PLAN NOTES BY OTHERS - L_J L J _� l FULL PERIMETER. LOAD F3 O - I r. _l F18x1 s 2/S3.2`-I _ `, , = 0 LIVE _ - - II <t 0 .1 I I T , _ )> - - = LOADLINECOMBINATIONS AS l 1 3 = r 10/S3_2 - 14.§_x2,---- F3.7 F3.7 I _ 12/S3.2 WITH GRAVITY AND F4.5r1, k II �-BASEME.IT WALL I e -, I • I r- - , SIM. ' . . •.,�.�,... a s: ° ADDITIONAL LATERAL LOADS.S. __ BELOW yy I r J 'ii LF, 0 F4 5 I - -11 I- -- , F3.3 ` i ri I7 r' CV0.1N = v EI__-__)1 ' 101 / I co co X I J inIL=FI F3.7 I=i c� L, J II _ L _ 1 I L 1 = REVISIONS: r LFA'° ri ! = e Permit Response Nov. 2, 2016 OOI STEEL HEADER i -- I j I I Permit Response 2 Nov. 2016 BY OTHERS I _ I F45 -1-----4-r--- I' I F3.7 - 1 - I �� iA16, i �� =r� r-� II I F - 1 I T�I--�- _ If . A I----o I ---1-1-_-. ° 1-1- I�_ ,� I _- _ Permit Response 3 Dec.28,2016 0 / 4 , Permit Response 4 Jan.31,2017 r =LI LF18x12L-js I I �[ L- -© -1Jis LA 1 _1F4.5 F3.0 i © VE Revisions Feb. 15,2017 A :7 ' 4 6/S4.1 0 t � ; _ F24x12 2 54.11 =I F18x12 F3.041 - CIO I I I t I L -- - - - -- - ,�-� =L -- s, 3/53.2 I , -t 1 I r-- - I APPROVAL: • � - J -• REINF. AROUND OPNGS. ° `V CV N 7 N " ^ IN CONC. WALL PER �i �; � � 7 � 8 MASONRY"WALL 1 1 =I F3.0 F18x12 J L F18x12 s Z �- +i FULL HEIGH - TYP. 6/S4.1 8 S3.1 TYP. CI LZ J 1- �r� - - a ELEVATCk SHAFTS 0 /. 1 1 1 ,11 PER GENERA. STRUCT. 6/54.1 / I %/ I =I SEE 6/S4.1 AOR WALL L1 v 1 1 F3.0 : BRACING AT FLOORS. F181C1 !L F18x12 2SEE SHEET �5 FOR 0 IL � � O0 I r =r J wAtL urcA�l I �1 _1 �.�. ..... - F24x12 r . 1 A-` 1 I ISTEEL COLUMN I� ,., ::• _ __ . 4/53.1 TYP. 1 F18x12 1 21 F3.0 @ CORNER r 1 L „ =L F18x12 s A BY OTHERS o' 'i�: .'_ . ._ . I p �I = 1 1 I �1 I 11 ;, I ; I rr 7 Ir- -L...? +11 raiiim , �, r - ; V 1 1 F46x12 F3.O I - I `' _F_14.5 ' 8x121 1 __J L__ __-I L_ -J L_- _J L-_- -_I L_- ---I, L_ _J 1 < 5/54.1 I- _ -�._.. ..r`2 ... _J L---J L f ..,..----..,.............. I- PROJECT TITLE: �. a,uoaiaa�imaiiaeuiimrmonwnliinoonoieemio iii iuooraamrim�amowinmr,ru, iau,imiuoieumi�rnd,oiw,o,i,�ai inaummeim ensu, anew eeemauueoiniouoiume �i maunorauoiunomouuoiuu� 1l 4 i --- --,_ _ I � <(2/S41 .- _ 2/S32r 4/S32TYP ® =IF24x12 STEEL HEADER L - x A Storquest Self Storage i • �I I , tj = I IN : 1,, I _, i I Footing Schedule New Self-Storage Facility � 1 L__ t ' __ ``J = I F1 J I t~ 8x12 '1 L r i -- 11 - . - ----� _ �, Q� Mark Size Reinforcing 12740 SW Pacific Ave Q -4 a =1 A F46x12 I ----I I 10" CONC. Tigard, OR 97223 I 1 A I WALL F18x12 1 -6"w x 12"dp (2)#4 BOT. LONGIT. 41 F3.7 F3.7 F3.7 1 11 1/S3.2 .- CONTINUOUS #5 ® 12 oc TRANSV. N '1 r_-, r---1 r-Z F18x12 _1 =1 I i R Z r I L 1 J -1--F-1----1-, F J L-r-- - I 1I r' F3.0 2'-0"w x 12"dp (3)#4 BUT. LONGIT. =1 I I / N I � F24x12 CONTINUOUS #5 © 12"oc TRANSV. r! I I e' ARCHITECT: 2 S4J _ _ I I V Ir F3.0 /i 1 I �i‹ti` F28x12 2'-4"w x 12"dp (3}#4 BOT. LONGIT. Magellan Architecture 0 ,.:L L1 • - . . I ' _ - _ . f���� CONTINUOUS ( 12 oc TRANSV. 8383 158th Ave NE Suite 280 I #5 1 4 g ( 2/s4.1 F24x12 • " Redmond, WA 98052 4/S4.1 TYP. < 5/S3.2 /./ F34x12 2-10 w x 12 dp (3)#4 BOT. LONGIT. @ CORNER " PH 425.885.4300 I I F4.0 i' CONTINUOUS #5 1� 12 ac TRANSV. FX 425.885.4303 L___ � � __I • F3.7 CT)" - - - - 10" CONC. y � - - OD3'-10"w x 12"dp (3)#5 BOT. LONGIT. WALL F24j-t x12 - CONTINUOUS #6 0 12"oc TRANSV. NNW ,,53.2 © - _ _ _ • IM Anil" 4011111. � O- -. ISSUE: 2CI 4 5 6 0 (8) 910411:0 12140 1 fiGO 18 1 • i41111 22 j F3° 3'-oSLATD"dP (3}# E.W. BOT.1PERMIT Plan Notes Legend First Floor Foundation Plan 4it F3.3 ( ) 3-4"sq x 12 dp 3 E.W. BOT. � ISOLATED SHEET TITLE: " a " 1. DO NOT SCALE DRAWINGS. REFER ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. --F_x_ F_'- 3/32 = 1 -O " " Upper __ - 13-61- COLUMN BY OTHERS F3.7 3-8SOLATED dP (4)#5 E.W. BOT. Foundation 2. THE BOTTOM OF ALL NEW EXTERIOR FOOTINGS SHALL BE 18" MINIMUM BELOW GRADE. FOOTINGS PER SCHEDULE 41-Ows 12"d Plan 3. CENTER ALL FOOTINGS UNDER BEARING WALLS AND COLUMNS UNLESS NOTED OTHERWISE. F4.0 q x p (4}#5 E.W. BOT. :• COLUMN BELOW BY OTHERS ISOLATED SCALE: 4. TYPICAL FIRST FLOOR SLAB ON GRADE SHALL BE 5" MINIMUM THICKNESS. REINFORCE 3/32 = �'-o" U.N.O. WITH #3 016"OG EACH WAY CENTERED IN SLAB. PROVIDE SAND AND VAPOR BARRIER .................................... 8" CMU WALL ABOVE REINF. PER F4.5 4'-fi"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 MDD, y 8" CONCRETE WALL (U.N.O.) ABOVE REINF. PER " " 02257-2015-03 PROVIDE CONTROL OR CONSTRUCTION JOINTS PER 12/S3.1. GENERAL STRUCTURAL NOTES TYP. U.N.O. F6.0 6 -O sq x 14 dp (546 E.W. BOT. ISOLATED SHEET No: CMU or CONCRETE WALL BELOW 5. REFER GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. STEP IN ELEVATION PER ARCH. F7.0 7'-O"sq x 16"dp (6)#6 E.W. BOT. �� ISOLATED 1 CHANGE IN SLOPE PER ARCH. S2 • 2 Lx MASONRY LINTEL PER SCHEDULE 12/S4.1 NO: OF SHEETS: 1'-0" 0 giINRGUCETEURRAINLG 4- - /- - CORNER BARS TO CORNER BARS TO CORNER BARS TO MATCH CROSS WALL CORNER BARS TO MATCH CROSS WALL 2124 Third Avenue-Suite ioo-Seattle,WA 98121 CONCRETE WALL p: 2o6.443.6212 ssfengineers.com MATCH EXTERIOR HORIZ. REINF. MATCH HORIZ. REINF. HORIZ. REINF. •-- HORIZ. REINF. (alt. hooks) Co-ht 2016 Swenson Say Faget PJI Rights Reserved - • - ADD DIAGONAL IN WALL r, 0_ - TO MATCH WALL REINF. 1023 ,* =� ��/��� •f����• ���� - ► REO PROF. \ t) s ir*•Thu'le, - \ e. _ 5, r__II AW.= •-•-• •—0, N.,#,, _ 1 • ., ,\.-4. '// //// `` `-- ADDITIONAL. 0 TIP. CORNER ADDITIONALlik 4 - c TYP. CORNER •���� ' , PIPE SLEEVES `'� �/ ���`1« `` VERT. BARS BARS: 24 VERT. BARS BARS: 24 d ����% / ,� AS READ. rO�� ��I� I 1r,1 fI' ' I` o ,-,,,-7 .A.,- �!`L — — —�. ,,, I `9 A Z E E' `« i rd1 .A NORMAL FOOTING �� r ° o ~% / �Nwo ftVAir-) I �« REINFORCING4•414.444.4. �� 4� • IIDPIRAIION DAZE: 12/31/Z9 bi./ A i / .�. / \ ��� 4** CROSS WALL CROSS WALL ■■_ *44,-• ' • ' \ \� • j�f /`�•,l�d�j`�`j�►��'j, 1 6 '♦N;. \ LINE OF EXCAVATION -//j`�'//��I/� `//vI x- — �f r� ��I I� �V e. V e�! V V, r •` /N N ,`,/' DESIGN: �• `/14 -I`/« I�i �1 ,�, `1` ' min. '' 1,f1 RJA „ ` ADD BARS TO / J j1� 2'-0" min. ',� � \14A1 / `« CHECKED: EXCAVATION NOT MATCH NORMAL 4f�/�'\14 1 R3A ALLOWED BELOW REINFORCING THIS LINE Double Curtain Single Curtain APPROVED: ABB Pipe and Trench Locations 1 Typical Stepped Footing 2 Typical Corner Bars at Concrete Walls and Footings 4 REVISIONS: APermit Response Nov. 2,2016 #3 x E AND L TIES ISI #3 TIES CO 8"oc WHEN DEPTH A Permit Response 2 Nov. 16,2016 6"oc (when pier width u OF HDR. IS LESS THAN 24 24 8" exceeds 24" use normal REINF. PER GEN. NOTES W/ © Permit Response 3 Dec.28, 2016 #4 x 18 © 18"oc horizontal reinforcement) Pier Section STD. HOOK TOP Sc BUT. 12" OTHERWISE A Permit Response 4 Jan.31,2017 blackout il--- ..' \ y ' :- (2) # 5 AT TOP OF A VE Revisions Feb, 15,2017 #4 © 12"oc HORIZ. WALL OR HEADER Notes: %4%L% tel WV " CONCRETE WALL . - / 1. REINFORCING SHOWN IS MINIMUM. SEE gppRpVgL: .f�f f/. * #4 ® 12 oc VERT. y PLANS AND WALL ELEVATIONS FOR ANY 44 «��4*\i. / • •\ \. � (2)#5 x 4'-0" DIAGONAL ADDITIONAL REQUIRED REINFORCING. FLOOR DECK BEYOND AT EACH CORNER __,/_ 2. PROVIDE FOR ANY OPENING SIX SQUARE ��f� SLAB ON GRADE PROVIDE STD HOOKS AT FEET OR LARGER UNLESS OTHERWISE NOTED T k pier ENDS OF ALL HORIZ. REINF. PER PLAN .L_. - width AT WALL ENDS ON PLANS, ELEVATIONS, OR DETAILS. •t..DOWELS TO MATCH /,�, ` #7 ® 6"oc HORIZ. I.F. / 3. AT PIERS < 12" WIDE, PROVIDE #3 TIES (2)#5 AROUND OPENINGS. VERT. REINF. •� �« 2 clr. - EXTEND BARS 2'-O" BEYOND 3"oc AND EXTEND 1'-O" ABOVE AND `� • c-, TYP. VERT. REINF. (2 45 AT CENTERLINE BELOW LARGEST OPENING ( 4 . o � �..�.......t....{•.....�... ,...�• .� OPENING .., .., ,,., ., ., .. OF PIER. (omit at •-• d*. •�•"-'-�� ' � ♦� 1t piers 12" wide or less 0.` a . Ae~e\e . . • . \ • ... _ . . .../ . . 1 REBAR PER PLAN �41. k N •\ \�•NI`;�\f 2 �• ,per pia '�► �� - •FOOTINGS SHALL BEAR ON , ' , •; `�tiIII// FOR CALLOUTS PROJECT TITLE: FIRM UNDISTURBED, NATIVE ; ' IN COMMON SOILS OR STRUCTURAL FILL REFER 12/S3.2 Storquest Self Storage ABOVE FIRM NATIVE SOILS, New Self-Storage Facility EXTEND STRUCTURAL FILL BEYOND EDGE OF FOOTING AS SHOWN Typical Elevation Change 5 Section Through Stack Opening 6Typical Opening Reinforcing at Concrete Walls 8 12740 SW Pacific Ave Tigard, OR 97223 Table Slab Dowel Dowel GROUT CELLS W/ DOWEL - ; - 8" CMU WALL, REINF. Depth Size Spacing ARCHITECT: REINF. & PROVIDE BOND PER GEN. NOTES BEAM 0 TOP5"-6" 3/4"0 x14" 12"oc Magellan Architecture Y ` 8" CONCRETE WALL " x �%^ 012"oc o . REINFORCE W/ #5 12"oc #47"-8" 1"0 x16" 12"oc 8383 158th Ave NE Suite 280 N VERT. CENTERED IN WALL •'4„ �• �r 9"-11" 1�/4" x18" 12"ac Redmond, WA 98 5 : & #4 @ 12"oc HORIZ. (1)#4 EACH NOSE O `� `4,` PH 425.885.4300 © • • ` v� fr -.es V ., FX 425.885.4303 I ' SLAB ON GRADE /�f/ <( SECOND POUR FIRST POUR )> PER PLAN /`� r4«•,` SEE PLAN FOR SLAB —� a a ;: THICKNESS AND PROVIDE GREASED SMOOTH ISSUE: finished grade varies REINFORCING t 1/8" PRE-MOLDED CONT. MASTIC SEE PLAN FOR SLAB DOWEL PER TABLE ABOVE f/� � ` JOINT STRIP. (joint may be saw THICKNESS AND CENTERED ® CONSTRUCTION PERMIT G� �� � e 0".#4,S.. E cut at contractor's option) REINFORCING (typ.) JOINT :.,. ♦.• i iN • i i ‘.. \ SHEET TITLE: z f l / ,i � , y, ,, , "• �— to #4 12"oc EA. WAY i' - - - - �r •f � �/f��/� �� ���� ������� � ' iretwitwirkeotopro'r ,r y <<r -IrIrr -Ii"- � •Ir -Lr ;r •f.• _. \ N • •Ir 'Ir- /r `fes Ir ,'r y."r f •fr �••• yw Ir •Ir I• �/ / / 1• � •``�� ``/��� . ** /J - t6000, ft/ /Ato t s �,s..,�,� �,dao.•. :. : PLACE REI FORCING r,j11 ,.� .,.�.4.�,..e,...I,NT,4.1,.,�,. �,.oint fie.. • ' ,♦/4/ - �Artews' moi•t i i, 3 iImo. f� / �1��`f �� � � '' �'� WITHIN TOP 2 OF SLAB � �' � y� ��� ��� r' y r� •� . • Concrete o '�, `ri�wp1j•��•���NJ�`����• j•�4�1�4�/� 4� .,��� ��` � #ti�t1�*ti� O�f� ;�`�4 Details ,_ , �� ,� - -,__. , REINF. PER PLAN ` �� ���` 'O�� �• 1«'� `•`. �- .y 1 1 \. , 'l' '�'`/ • • :*4 2 4 BOTTOM ■�■w = o- ��� •1•*�`�' V. ` .1c��� # TERMINATE EVERY PLASTIC VAPOR BARRIER SCALE. " ie ;tf/ •�/�V/ �/ �'���I'/ ,�/� 3r4 i o U.N.O. 4'� �/� / � �`�11f EXACT CONFIGURATION OF STAIR OTHER BAR AT JOINT PROVIDE CONTROL OR CONSTRUCTION AND COMPACTED GRANULAR DACE: 2 .,�, ' .4 `` * (including tread and riser dimensions) JOINTS IN SLABS ON GRADE TO BREAK FILL PER PLAN August 25, 2016 Rte. pipit • .\ PLASTIC VAPOR BARRIER PER ARCH. DRAWINGS UP SLAB INTO RECTANGULAR AREAS PROJECT NO: **" r, 4. -,--1- AND COMPACTED GRANULAR OF 250 SQUARE FEET OR LESS. AREAS 02257-2015-03 FOOTINGS SHALL BEAR ON "��O•O/'//�" •/`�'•''?� • �• �, FILL PER PLAN TO BE APPROX. SQUARE AND HAVE NO SHEET NO: FIRM UNDISTURBED, NATIVE ' Control Joint ACUTE ANGLES. JOINT LOCATIONS TO Construction Joint SOILS OR STRUCTURAL FILL ABOVE FIRM NATIVE SOILS, BE APPROVED BY THE ARCHITECT. EXTEND STRUCTURAL FILL BEYONDS3 1 EDGE OF FOOTING AS SHOWN • Exterior Concrete Wall Footing TypicalTypical Stair On Grade � o T ical Slab Joints 1 2 NO: OF SHEETS: 8" .r r 10" 0 sim. // C cd. & ftg. 4LT. CA. FRAMING ABOVE COMPOSITE FLOOR DECK 0 STCTURA BY OTHERS BY OTHERS ENGINEERING RUL 1� LEVEL 2 CONCRETE WALL 1 2124 Third Avenue-Suite loo-Seattle,WA 98121 REINFORCE W/ r " L = COLUMN BY OTHERS p: 206.443.6212 ss#engineers.com #5 @ 12 oc E.W g CONT. #5 MIN. 0 EDGE OF SLAB CENTERED Copyright 2016 Swenson Say Faget-All Right Reserved o_ SLAB ON GRADE BASE PLATE PER BY OTHERS COMPOSITE FLOOR DECKA PER PLAN I BY OTHERS . • j 2a " SLAB ON GRADE " ` DOWELS TO MATCH r- 3 / PER PLAN #5x 24" 12 oc CTRD. oktp PROF SLAB ON GRADE typ. GROUT POCKET AFTER tis fo WALL VERTS. PER PLAN (typ.) I COLUMN INSTALLATION (alt. hooks) r -A - . . a \ finished grade varies • '�' •' 1 .=C ;61, 1/1 /' . . •% �'. S!. S•,. 'S•,. ► N. it • • # •*1. # -, Ill fit, ,,i9 ,,,-.. Ce Ir * A * *0* 4444`0 VVV,/, 'toottott z ` 1%A `�I���ef 1 ff�> �r�,�`f : z ff`♦�z ff, 1� ♦f♦\j♦ff♦ Ai • GROUT ALL CELLS W/~ o •4 �'�0 �', . ' �'* �♦•�♦' f\`f�`''�♦`� `. REINF. PER 12/S3.2 REINF. & PROVIDE BOND Ik7t��tA1I0N DATE: 12/3.123 f.f ,‘,,./.4./4../.4.54. ,1 f f l iNf• rI♦I♦I\ / �� BEAM @ TOP A'. ` �. v f�l`�f�Iff�f /j MIlli iiiiM mit '� - - .�- REINF. PER PLAN FOOTING SIZE AND `'..\4*D'O♦♦'`f`ffO'4ff4** r \ `♦` 0 DRAWN: �1 1. ff'ff�f� f 24" i w y R ' 1>1 • e ~, REINF. PER FOOTING 1., `y � firs j . • • SCHEDULE 2 ' ♦ #5x 24"r® 12"oc CTRD. _ DESIGN: RJA ► " • .j. PER PLAN .y Ai 4 ..:♦`f♦♦4 PER 'LAN A,i .t• : !♦ ! � 8" CMU WALL, REINF. CHECKED: FOOTINGS SHALL BEAR ON ,:yr. � ♦�♦♦• + 2FOOTINGS SHALL BEAR ON .�y \♦'`rf'�♦%f:'��1♦' jN1♦f ,t, _ PER GEN. NOTES RJA f• 'f�f'f•f'f FIRM UNDISTURBED NATIVE / `♦� APPROVED: FIRM UNDISTURBED, NATIVE �� ��f ♦♦f�r♦`� SOILS OR STRUCTURAL FILL ` A ABB SOILS OR STRUCTURAL FILL •♦1• � �•?` . ABOVE FIRM NATIVE SOILS, 4, ABOVE FIRM NATIVE SOILS, EXTEND STRUCTURAL FILL BEYOND EXTEND STRUCTURAL FILL BEYOND EDGE OF FOOTING AS SHOWN EDGE OF FOOTING AS SHOWN a Typical Exterior Concrete Wall Footing1 Typical Thickened Interior Footing2 3 Yp YP .:... . _, L „ • • • .. : , ' REVISIONS: C COL., WALL & FTG. Armit Response Nov.2,2016 I Finished Grade Varies I� ######, © Permit Response 2 Nov. 16,2016 I II = COL. BY OTHERS ` I `4 - " A Permit Response 3 Dec.28,2016 #5 0 12"oc HORIZ. A'* \ Permit Response 4 Jan. 31,2017 c #5 VERT. DOWELS 0 12"oc D.F. pip © VE Revisions Feb. 15,2017 i 1 " , 2 n ,-- - 24 10" , #5 12 oc VERT. CTRD. #4 x—112 0 18"oc 1 l� Clf. A — r L • A . . LEDGER AND CONNECTION BY OTHERS APPROVAL: 10" WALL W/ ADDL. .- r' PER P ANRAMP SLAB ,� N. c #5 ® 12"oc VERT. (4)#5 x L VERT. 0 COL. 'H-- SLAB ON GRADE _ - " PER PLAN SLAB ON GRADE BY OTHERS • e COMPOSITE FLOOR DECK LOC. & #3 x`` 6 oc ___r__.. jfi� � 'j%i"'"f+'''�•'' r'' PER PLAN W/ (3)#3 x IN �i � LEVEL 1 TOP 5" OF WALL �_ • \ 4\4\ 4/4 10, " ,.Fwd.* ) A> ♦i s f I 1/ � �` -..�'l. .i 0`�'r�i * #5 12 oc HORIZ. • l: rc� — l4f "‘/'f44f4f • � o�4f4�♦4�♦� �♦ - • ..�,itt ,; �, ,, ,.. I x ,f~f✓I. ..A.. J. --r- %r..I.h�1� f.ff j. / '`0414/4/*** WWWW7i • FLOOR REINF BY OTHERS - ,G % n - «�r CONT. AROUND DGE E ♦♦ �� FOOTING SIZE & - N # f4 �♦ REINF. PER PLAN • -�� ♦f�fjf♦f �` • , ♦• I•%•%4% *f OF SLAB. PROVIDE FORM 4‘. REINF. PER PLAN .40*.♦•♦•♦•` I • . •�,f� '\4-j• •If�AN SAVERS AS READ. EPDXY �4,v4♦r�♦ �♦��♦ �$(1$411Sk `♦`♦�♦ 0� I4 (*P,ER PLAN INSTALLATION OF DOWELS : � S ( �ff.jf►�jf. vff. T ff. 2IS NOT PERMITTED "♦ �,44 ♦♦♦~ �* ��� 2 FOOTINGS SHALL BEAR ON � n♦♦'•�1`�`✓�jf �ff` FOOTINGS SHALL BEAR ON S♦- ♦ ' .♦.�f♦`r /. 4-. "4/ - .♦. A PROJECT TITLE: R i ,♦. 4,,�f` �f• ` f FIRM UNDISTURBED, NATIVE FIRM UNDISTURBED, NATIVE ♦��♦f♦ �r♦j♦ `l�♦I`G1♦O © SOILS OR STRUCTURAL FILL ` c� SOILS OR STRUCTURAL FILL 1 /J� Nt.�f�1~��f�ffW�If` ff� . " \ Storquest Self Storage ABOVE FIRM NATIVE SOILS, ♦�� ABOVE FIRM NATIVE SOILS, #4 1 18"oc HORIZ. O.F. EXTEND STRUCTURAL FILL BEYOND5 6 EXTEND STRUCTURAL FILL BEYOND New Self-Storage Facility EDGE OF FOOTING AS SHOWN Exterior Wall Column EDGE OF FOOTING AS SHOWN Typical Elevation Change 7 #7 ® 12"oc VERT. I.F. ' 12740 SW Pacific Ave @ YP J #5 ® 12"oc HORIZ, -� Tigard, OR 97223 DOWEL TO MATCH CMU VERT. ,i i EXTEND 2'-0" INTO CONC. 6"0 PERFORATED PVC FTC. DRAIN 8" CMU WALL ABOVE _ :0 WALL BELOW + CMU WALL 10" WRAPPED IN GEOTEXTILE FABRIC, REINF. PER GENERAL xI ABOVE TIGHTLINE TO DOWNSTREAM 2 • y l{• NOTES X 24 DISCHARGE PER CIVIL dr. ARCHITECT: #4 x 241—0 18"oc #6 O 12"oc '1 "r I. '' Magellan Architecture / I.E. = 170.50 VERT. O.F. VERT. REINF. PER TYP. i . 8383 158th Ave NE Suite 280 WALL SECTION -/ _ #4 0 12"oc A SEE T . WALL SECTION 12"oc VERT. FTC. TO U Redmond, WA 98052 - - BENTONITE WATERSTOP i . 0 4"oc HORIZ. FULL FOR REINF. e L DOWEL W/ STD. HOOK PH 425.885.4300 HORIZ. 'f** 0l.� 41P Vii• PER ARCH. DWG'S. *titiVesNee ,! � I BASEMENT C " IN FTC. CTRD. IN WALL. FX 425.885.4303 ' ',' ' '� �' '•` 4 ! � WALL. PROVIDE CORNER c— #6 12"oc VERT. FTG. TO EXTEND 3'---0" INTO WALL. • ��♦•♦`��f�� 2" FOOTING REINF. PER PLAN, �f�4� � f fr� �•4 BARS PER 4/53.1 INTO WALL DOWEL CTRD. IN WALL. POUR FOOTING MONOLITHIC ♦ 4' •4 4• . ELEVATOR PIT r;j4«♦' ♦`� clr. HOOK IN FTG AS SHOWN. moo VERIFY SIZE & • '♦ • INTERSECTING WALLS CONT. BENTONITE WATERSTOP W/ GRADE SLAB ISSUE: t •` PER PLAN • © EXTEND 4'-O" INTO WALLfDEPTH W/ ARCH. f� KEYWAY FORMED FROM PERMIT ;f DRAWINGS t� r4 #5 12"oc HORIZ. CTRD. #6 0 12"oc FOOTING (3)#5 BOT. LONGI T. RIPPED 2x4 SLAB ON GRADE PER PLAN as required to 4, n " 31" TO WALL DOWEL 31" - 31. . �w facilitate wall forms / 1 -6 sq x 1 -fi dp - 4♦ " ��N ��� HOOK SLAB BARS ® EDGE 2 ••--+�., SHEET TITLE: SUMP, LOCATED PER #5 x ® 12 ac VERT. CTRD. OF FOOTING TYP. \ BASEMENT ELEVATOR MEG. f♦ (embed 7" into pit slab) --\�_1 _ _1 ¢•` i 4 ,`�� s N Concrete � -• ' ,- BENTONITE WATERSTOP , , ��♦ PER ARCH. DWG'S. -' ,�' -�, - - •;f.,. Details —6\ • '�Vrn, 1.11./1.." .. e frittio*.- -,,,tt ,60,44" r� 4i ice. s..r. t� r• .. ,., r ,. r .. r. .. SAO • r., i.,. rte. r.,. i.,. .: rN. 1 !1 /• !.`• !1 4 f " SCALE: I, / % ' OAP00 ....e t a'1,elt ,•, . ..SAO 1 t'r!t! � ... r 1 ��► '�,� �1♦ 6 MIN. BASE ROCK OVER 3/4 - �./_, ' �,. �%4. � y • ',.�r, ` *♦���'�/ 1 �,; !;, i. 1.; t. � ".••�i•tlx�j..!si` f. �,1PR � � �• 2 �• .IJ PER PLAN ' .� PREPARED SUBGRADE, SEE DATE: ,r �f�' f �I If �?''lI ! ♦ ♦r ' ♦ ♦ ♦ ` 2 PLAN �l4cfl ♦ ' ♦ August 25, 2016 -'+♦ �j ♦�V♦4 «�f «♦f�f�f �/�%,� PER PLAN �41� `I~- / ��♦ � �` � �. �� . ���'ff- , `���l•. GEOTECHNICAL RECOMMENDATIONS g <SeV S/# f ' .cAAA 2 f' .�.,�4 : -� .�..L� _'I . ♦'vim 1' 1�' � ♦'� ♦ ♦ frA•♦ ♦r♦�' ``,' -`�- ��'v ff #5 12 oc E.W. ; ♦\,�1-A v-v .. ,,1• ,vim;*� I'%ISI' . 1I'? ��/ +1j���<I f\If �Q,I1�« FOR SUBGRADE PREPARATIONS PROJECT NO: FOOTINGS SHALL BEAR ON �4i(4 4f1• � ♦040?♦T7"li V �fI'1 �'rI'O� �'�- .'♦♦•♦♦'♦♦41♦1*.i I�♦♦`♦♦�♦`♦♦ FOOTINGS SHALL BEAR ON ♦�• -•,v, .�!►` \ .00 02257-2015-03 41v0•♦�♦`♦ ♦���1 (4l LONGIT. ��►•� I•I �f ✓f•If1f f •If• I l I•I ,f FIRM UNDISTURBED, NATIVE ,�,54i5 >-'_,#j`�♦.* `ff; r�.% off ffr`fjjj NOTE: PROVIDE MISC. '044 .*` *���*#, • ff�♦1 • ����«* , .��. FIRM UNDISTURBED, NATIVE SOILS OR STRUCTURAL FILL ♦ -***• • • �� f � f� ♦�� fnMETALS AS REQUIRED BY , fN �j jf`�y�' � ?'ff' SOILS OR STRUCTURAL FILL sHE�r No: ABOVE FIRM NATIVE SOILS, �♦l♦-♦•♦.♦ 1 ♦.♦�,♦�\.♦f♦• - -V #5 x ® 12 oc ELEVATOR MFR. \• ABOVE FIRM NATIVE SOILS, EXTEND STRUCTURAL FILL BEYOND SUMP SIDES FOOTING 0 STAIR FOOTING 0 GRIDLINE 22 SECTION EXTEND STRUCTURAL FILL BEYOND Tr. WALL SECTION EDGE OF FOOTING AS SHOWNS3 . 2 (3)#5 E.W. BOTTOM EDGE OF FOOTING AS SHOWN Typical Elevator Pit W/ Sump10 Two-Story Concrete Wall 12 Yp NO: OF SHEETS: STRUA 0 ENGINEERINCTURLG C I I I I\ x x k N k x k 2124 Third Avenue-Suite ioo-Seattle,WA 98121 " x x p: 206.443.6212 ssfengineers.com A x A x ? -1-:4-1 8" CMU WALL, REINF. x k x x PER GEN. NOTES x1/_ x Copyright 2016 Swenson Say Faget-MI Rights Reserved 8" CMU WALL, REINF. : ) DOWELS TO MATCH k CORNER BARS TO DOWELS TO MATCH I k PER GEN. NOTES " CMU VERT. REINF. x MATCH CMU HORIZ. \k k � T CMU VERT. REINF. (omit ® sim.) 8 CONCRETE STEM WALL (alt. hooks) k REINF. ,to REINF. PER GENERAL NOTES \L i (alt. hooks) k ��ED PRIppE �o (omit sim.) SLAB ON GRADE Li/ SLAB ON GRADE CMU BOND BEAM x •``% '� . FINISHED GRADE VARIES / PER PLAN x X i►,�� PER PLAN Q k k REINF. PER GENERAL k '3-'4- .... 'I' ' / I. ►. X x NOTES X ff A� ,/ ,_ x k x y . . . • -44\ X k x k -#* .-agi...4....,,,0.44.,,,,,,p. CC4A 'IttP' "4919( ' )4 I k I. x JV/ � (XX%XXXX YYXXY XXYXXX XXXXXX XXXXYXY XY�Y XXXXX%+ XYY XXYXYY fl \4*\•N5 • !EXPIRATION oA�: t2l�l7m71 i • :'Ilfrtv 0� . *N 'I-x KXX�(XXXxX IYXXYXXXKXYX YXXYYXXYV, YXX rXXY VXXXl XXXXXXX XXI • 'S4 \4`0*V \ \� - _ ` REINF. PER PLAN LAP 48db I LAP 48db limm �x�x� I Q 4� ---� .` A r ,' DRAWN: REINFORCING PER PLAN \ 1RJ per plan M 4•`� 444,. ADDITIONAL #5 VERT. ADDITIONAL #5 VERT. DESIGN: " AT CORNER Plan AT WALL INTERSECTION Plan RJA per plan , CHECKED: RJA Typical Wall Reinforcment At Typical Wall Reinforcement At APPROVED: ABB Gomer Intersection Interior Thickened Slab 1 Exterior Strip Footing Typical T ical Wall Reinforcement 4 REVISIONS: APermit Response Nov. 2,2016 IIII Permit Response 2 Nov. 16,2016 Elii y A Permit Response 3 Dec.28,2016 8" CMU WALL. REINF. i PER GENERAL NOTES 0 / 4 \ Permit Response 4 Jan.31,2017 I 0' A VE Revisions Feb. 15, 2017 #4 VERT. "DOWELS c 8"oc GROUT CELLS W/ DOWEL "� LAP 2'-0" W/ TYP. VERT. ►• 8 CMU WALL, REINF. .1 COMPOSITE FLOOR DECK REINF. & PROVIDE BOND PER GEN. NOTES REINF. ►; �! / AND REINF. BY OTHERS APPROVAL: BEAM 0 TOP N 4 \ oi. COMPOSITE FLOOR DECK h . ; II44.: BY OTHERS 18' [ #4x N— 0 8"oc SECTION 1' # " .� '..• � _. Vit. 5 VERT. DOWEL ` i 12"oc `` i"''` ►' f�� TOP REINF. WHERE 4i • _ _ --_ - _ _ .•�.. ._ REQD. BY LINTEL a(i\ _ + �.� s __:__._ SCHEDULE c ./,j4.i j n 1 DEPTH OF FULLY �+ 8" l - IF 1 r GROUTED LINTEL � CONCRETE WALL BELOW .. l PER SCHEDULE •` j SEE 12/S3.2 (OMIT REINF. P r� ' ,, ; f 0 OUTSIDE FACE OF WALL .11 • EXTEND REINF. PAST �� II Il OPENING 48db SHEAR REINF. WHERE _ - --- ---- SOLID GROUT ALL PER 12/S3.2) yi REQD. BY LINTEL CELLS IN LINTEL ,�,�■I • �`' PROJECT TITLE: — MI SCHEDULE -17 & ALL CELLS W/ _...- �J-:: REINF. • Storquest Self Storage 4 \ - -- — -- - ILL_ ._ New Self-Storage Facility (1) #5 VERT. IN TYPICAL WALL BOND BEAM g CMU Wall Above5 _____ _ SPAN "L" ' � 12740 SW Pacific Ave Stair/Elevator Shaft Wall6 CELL ADJACENT TO OPENING - FULLI --_ - Tigard, OR 97223 HEIGHT OF WALL i, Ii I T AT L3 LINTELS GROUT BETWEEN FLOORS II l ( (2) CELLS MIN. EA. - SIDE OF OPENING W/ I_ T L._- (2) #6 VERT. EA- FACE 7.14' ,.(2) #4 HORIZ. 1 - I ,. _I i." - -- EA. CELL & #3 CLOSED mom BELOW OPENING I I II it I! TIES 0 8"oc VERT. ARCHITECT:,r� Magellan Architecture Elevation — 8383 158th Ave NE Suite 280 Redmond, WA 98052 1/2"4-0" PH 425.885.4300 FX 425.885.4303 NEM 16" MAX. WIDTH ISSUE: BLOCKOUT FOR BEAM > n FILL W/GROUT AFTER > 8 CMU WALL PERMIT BM. IS SEATED PER PLAN, REINF. .1 > PER GENERAL NOTES \ › Lintel Schedule SHEET TITLE: BEARING PLATE '_ _� MARK GROUT HEIGHT BOTTOM REINF. TOP REINF. SHEAR REINF. CONN. BY OTHERS ) L1 $" (one course) (2) #4 - - Masonry i' ' o C TOP REINF. WHERE L2 16" (two course) (2) #5 - - Details • �'! BEAM BY OTHERS w REQD. PER SCHEDULE — „ L3 24" (three course) (2) #5 (2) #5 #4 0 8 oc k 4'-O" LONG BOND BEAM " `r' SHEAR REINF. WHERE SCALE: CNTR D. BELOW BEAM 4 8 CMU WALL UNLESS NOTED OTHERWISE ON PLAN 3/4" = 1'-0" U.N.O. REINF. PER GEN. REQD. PER SCHEDULE I > LINTELS L < 4'-0" SHALL BE L1; DATE: NOTES, U.O.N. > W/ 180' HOOKS EACH 4'-O" < L < 8'-O" SHALL BE L2. August 25, 2016 END PROJECT NO: Eh- - ® BOTTOM REINF. PER 02257-2015-03 ", �a SCHEDULE, MIN. (2) #4 SHEET NO: Section 11"-1'-0" S4 • 1 9 WF at CMU Wall Section � o ' Typical Opening Reinforcment At CMU Wall/Lintel Schedule 12 Yp p 9 NO: OF SHEETS: SHEET INDEX: Riwill/ ii,," KS1 -COVER PAGE&GENERAL NOTES :ONSTRLlCT10N IN 414 STORQU EST STORAGE KS2-BUILDING-BASEMENT LEVEL FRAMING PLAN ✓✓ KS3-BUILDING-1st LEVEL FRAMING PLAN 28177 Keller red. Murrieta,Calif.92563 Phone:877-GO-KIWI-2 r11' 1 KS4-BUILDING-2nd LEVEL FRAMING PLAN K55-BUILDING-3rd LEVEL ROOF FRAMING PLAN FAX:951-301-4096 ` ‘IP -BUILDING-3rd LEVEL PARTITION PLAN CA License No:580782 - www.kiwiconstruction.com `` KS7-CROSS SECTIONS Email:engineeringgkiwiconstruction.com KS8-CROSS SECTIONS Drawn By: CH Checked By: KS9-BLADE FRAMING &SECTIONS Date Started: 2016-07-02 0 ❑■ Kiwi II Shop Drawings Property of Kiwi II Construction, % ••t 12740 S .W PAC I F C A\/E . D1 -DETAILS This Drawing(Printed And Electronic File) G •. D2-DETAILS And The Information Contained Within Are The Properly Of Kiwi II Construction Inc.,And D3-DETAILS May Not Be Used Or Reproduced Without The11 D4-DETAILS Written Permission Of Kiwi II Construction. EL. 5i D5-DETAILS TIGARD OR. 97223 D6-DETAILS DT'-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 /I\ GENERAL NOTES. 2016-12-08 - PLAN CHECK-ART 2017-01-11 -Revised unit mix per 2017-01-30 -PLAN CHECK-ART A GENERAL NOTES DRILLED ANCHORS ON SITE STORAGE: AFTER WELDING(TABLE NS-4-3,AISC 36040): SPECIAL INSPECTION NOTES I. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS WITH ARCH. 1. MECHANICAL ANCHORS SHALL BE "HILT] KBTZ" PER IGC - 1c117 1. WHILE SIDING,PARTITION,ROOFING AND KIWI II CONSTRUCTION PANFI <, ARE LOCATED ON-SITE Required Task Perform Observe Description DRAWINGS. REPORT ANY DISCREPANCIES TO STRUCTURAL ENGINEER PRIOROR APPROVED EQUAL. AWAITING INSTALLATION, THE PANELS MST BE STORED AT A SLOPE TO PREVENT PONDING OR STANDING ❑ 1. Welds cleaned 0 (AISC 360--Table N5.4-3) I. REFER TO CHAI'lEK 17 OF THE 2012 INTERNATIONAL BUILDING CODE, TO PROCEEDING WITH WORK. 2. INSTALLATION AND MIN. EMBEDMENT SHALL BE IN ACCORDANCE WITH SPECS. HATER FROM ACCUMULATING AND CAUSING SUBSEQUENT OXIDATION OF THE PANELS. 2014 OREGON STRUCTURAL SPECIALTY CODE FOR APPLICATION OF THE 3/24/17 OR AS SPECIFIED ON DRAWINC.C, WHICH EVER IS GREATER. 2. THE USE OF DUST CONTROL EQUIPMENT AND OTHER OPERATIONS THAT MAY HET STORED SIDING, ❑ 2. Size,length,and location P (AISC 360-Table N5.4-3) FOLLOWING REQUIREMENTS: ALL SPECIAL INSPECTORS MUST SUBMIT 2. STRUCTURAL SYSTEMS AND COMPONENTS DESIGN SHALL FOLLOW 2012 INTERNATIONAL PARTITION,ROOFING AND OTHER KIHI II GONSTRUGTION PANELS SHOULD BE MON€YOKED TO AVOID THE of welds FINAL REPORTS. BUILDING GORE,2014 OREGON STRUCTURAL SPECIALTY GORE. 3. MERE EPDXY ANCHORS ARE PLACED IN MASONRY WALLS, FILL BLOCK CELLS WITH 3. Welds meet visual - Crackprohibition YES NO WA ACCIDENTAL OR UNINTENTIONAL DEPOSIT OF HATER UPON THE OTHERWISE PROPERLY STORED PANELS, IT2. FOUNDATIONS: 3. CONTRACTOR RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL CONCRETE FOR BOLTED COURSE AND TWO COURSES BELOW ANCHOR ELEVATION. 15 THE OWNERS RESPONSIBILITY TO PROPERLY STORE AND PROTECT MATERIEL ON-SITE PRIOR TO THE acceptance criteria - Weld/base-metal fusion A. COMPACTED FILL INCLUDING UTILITY TRENCHES ❑ ❑ ® i PH f MEMBERS, HALLS, AND NON-STRUCTURAL ITEMS DURING CONSTRUCTION. ARRIVAL OF KIHI II CONSTRUCTION ON-SITE. - Crater cross section s 071, E: 4. BUILDING DESIGNED FOR FOLLOWING LIVE LOADS: LIGHT GAGE METAL STRUCTURE - Weld profiles • weld size B. VISUALA EXAMINATION ArrKOVAL OF ALL _ �` ❑ P FOUNDATION EXCAVATIONS 0 0 ® 4s�1 r i' CONTINUOUS INSPECTION OF PILE DRIVING DL 42 P5F-DECKING 4 P5F-ROOF I. THE EXTENT OF THE STRUCTURAL LIGHTGAGE FRAMING 15 SHOWTI ON THE - Undercut G. Q LL 125 P 1 - 'RAGE 20 PSF-ROOF DRAWINGS AND INCLUDES ALL COLD FORMED FRAMING 226A. AND HEAVIER. WEATHER PROTECTION: AND/OR CAISSONS 0 0 • Porosity{AMC 360-Table N5.4-3) WIND 0 MPH E -OSURE B IT INCLUDES BUT 15 NOT LIMITED TO INSTALLATION OF ROOF JOISTS, 1. ALL WEATHER-EXPOSED SURFACES SHALL HAVE A HEATHER RESISTIVE BARRIER TO PROTECT THE D. ALSO SEE TABLE 1104.1 ON THIS SHEET ❑ ❑ ® EGA 1 FLOOR JOISTS, HALL STUDS, AND RUNNER-RACKS COMPLETE WITH CLIPS, INTERIOR HALL COVERINGS. ALL EXTERIOR OPENINGS SHALL BE FLASHED IN SUCH A MANNER AS I� d EARTHQUAKE DESIGN DATA: BRIDGING, STIFFENERS, ETC., A5 REQUIRED FOR. A COMPLETE FRAMING ❑ 4. Arc strikes P - (AISC 360-Table 5.4-3) 3. CONCRETE: 'rid v1e PACKAGE. TO MAKE THEM WEATHER-PROOF. 5. k-area When welding of doubler plates, CONTINUOUS INSPECTION $ TEST CYLINDERS FOR , f. SEISMIC IMPORTANCE FACTOR, I - 1.0 A. KIHI II CONSTRUCTION, INC. IS NOT RESPON5161.E FOR EXTERIOR WEATHER-PROOFING OF ITEMS NOT continuity plates or stiffeners has been CONCRETE OVER 2500 Psi 0 0 0 � 2. SPECTRAL RESPONSE ACCELERATIONS- 55=.417, 51=.42 2. MATERIALS: ALL MEMBERS SHALL BE COLD FORMED FROM GALVANIZED INSTALLED BY KIWI II. THIS INCLUDES BUT 15 NOT LIMITED TO; ❑ P - performed in the k-area,visually inspect f STRUCTURAL QUALITY SHEET STEEL MEETING THE REQUIREMENTS OF ASTM CONCRETE HALLS,PANEL JOINTS, MASONRY,STUCCO, AND/OR BRICK WORK,FLASHINOR 3. SITE CLASSClC the web k-area for cracks within 3 in.of EONS:-§1206 4, SPECTRAL RESPONSE COC7TICIENTS - t 5d5=0.608, Sdf=0.672 /N\ A-570 GRADE A, MINIMUM YIELD OF 33 1(51 FOR IS GAGE AND LIGHTER, HEATHER STRIPPING TYPICALLY COMMON TO DOORS AND WINDOWS. the weld. AISC 360-Table N5.4-3 AND MEETING THE REQUIREMENTS OF ASTM A-510 GRADE D, MINIMUM YIELD ( ) 4. REINFORCING AND PRESTRESSING STEEL: 5. SEISMIC DESIGN CATEGORY - U OF SO KSI FOR 16 GAGE AND HEAVIER. ALL MEMBERS SHALL BE MARKED 50 ❑ 6. Backing removed and weld P (AISC 360 Tante N5.4-3) A. PLACING OF REINFORCING - IN 0 0 ❑ 6. BASIC SEISMIC FORCE RESISTING SYSTEM iMET' SFEARWALLS tabs removed If required} 7. DESIGN BASE SHEAR - 0.12• THAT SUPPLIED MATERIALS CAN SE FIELD VERIFIED. 7 { q } 8. SEISMIC RESPONSE COEFFICIENT - __ /1\ SLABS ONLY. B. PLACING OF TENDONS 0 0 3. INSTALLATION: ❑ C. SAMPLING 4 TESTING OF STEEL 4. RESPONSE MODIFICATION FACTOR - R=5.0 SITE SPECIFICATIONS (MILL REPORTS 4 IDENTIFICATION OF STEEL) ❑ ® ❑ 10. ANALYSIS PROCEDURE USED -EQUIVALENT LATERAL FORCE A. HALL STUDS: INSTALL STUDS IN CONTINUOUS TRACKS, SIZED I. KIHI II CONSTRUCTION REQUIRES 10000 SQUARE I LL I OF MINIMUM WORKABLE SLAB AREA PRIOR TO D. CONTINUOUS INSPECTION OF INSTALLATION TO MATCH STUDS TOP AND BOTTOM, AND SECURE THE STUDS TO DELIVERY AND INSTALLATION OF MATERIALS. 8. OF REBAR COUPLERS 0 0 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 ❑ E. CONTINUOUS INSPECTION DURING STRESSING WEIGHT, SUPERIMPOSED DEAD LOADS, CONCENTRATED LOADS, AS INDICATED ON THE DRAWINGS. DRIVEWAY OF P.T. TENDONS 0 0 AND THE LIVE LOADS SHOWN ABOVE. AREAS SHALL BE CAPPED WITH SUB-PAVING PRIOR TO MATERIAL DELIVERY. B. DO NOT SPLICE ANY FRAMING MEMBER EXCEPT A5 SHOWN ON THE ❑ 9. Repair activities P (AISC 360-Table N5.4-3} F. FIELD MEASURED ELONGATION AND JACKING 6. NON STRUCTURAL FRAMING REQUIREMENTS ARE NOT SPECIFIED ON STRUCTURAL DRAWINGS OR WITH THE APPROVAL OF THE ARCHITECT/ENGINEER, 3. TEMPORARY POWER SHALL BE PROVIDED TO ALLOW FOR A MAXIMUM POWER LEAD RUN OF 200 -ttl FORGE RECORDS 0 0 DRAWINGS. SEE ARCHITECTURAL DRAWINGS FOR ANY ADDITIONAL FRAMING TO 10.Document acceptance or (AISC 360-Table N5.4-3} G. GROUTING OF POST-TENSIONED CONCRETE 0 0 REQUIRED. 4. CONNECTIONS: EACH STRUCTURE TO BE ERECTED. ❑ rejection of welded P - H. POST-TENSION TENDON PROTECTIVE WRAPPING 0 0 1. PRINCIPAL OPENINGS IN THE STRUCTURE ARE SHOWN ON THESE DRAWINGS. 4.CONCRETE SLABS SHALL BE BROOM CLEAN AND FREE OF DEBRIS PRIOR TO KIWI II CONSTRUCTION joint/member THE GENERAL CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, MECHANICAL, A. WELDS:WELDING SHALL BE IN CONFORMANCE WITH AWS D 1.3-80. GREW ELECTRICAL, AND PLUMBING DRAWINGS FOR REQUIRED OPENINGS AS THEY UTILIZING EbOXX OR E70XX ELECTRODES. THE ENGINEER OF BEGINNING INSTALLATION. 5. MASONRY: SCC TABLE 1104.5.1 ON THIS SHEET SHALL BE PROVIDED FOR WHETHER SHOWN ON THESE DRAWINGS OR NOT. RECORD MAY REQUEST NON DESTRUCTIVE TEST TO VERIFY PROPER 5. AN AREA ON SITE 15 TO BE DESIGNATED FOR MATERIAL STORAGE AND STAGING OF MATERIALS. GENERAL CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENINGS WELDS. b. ACCESS TO THE SITE AND ALL SIDES OF THE BUILDINGS WITH EQUIPMENT' 15 REQUIRED FOR TIMELY NONDESTRUCTIVE TESTING(SECTION N5.5,MSC 360-10): b. INSULATING CONCRETE FILL: WITH ALL SUBCONTRACTORS PRIOR TO CONS I KUCTION. COMPLETION AND SAFETY PURPOSES. B. SCREWS: SELF DRILLING AND SELF TAPPING, CADMIUM PLATED FOR -1. AL SITES WITH MULTISTORY BUILDINGS REQUIRE LEVEL GRADES AND ACCCCC WITH PROPER EQUIPMENT 1 Required Task Perform Observe Description TEST 4 INSPECTIONS 0 ® 0 SOILS ALL EXTERIOR USES, OF THE SIZE REQUIRED FOR LOADINGS. TO 1. OP welds(Risk Cat.II) Ultrasonic testing shall be performed on • COMPLETE INSTALLATION OF MATERIALS. 10%of CJ P groove welds in butt,T-and 1. FOUNDATION DESIGN "BY OTHERS" C. POWDER DRIVEN SHOTS: SIZE AND SPACING A5 REQUIRED TO corner joints subject to transversely 1. WELDING: PROPERLY ANCHOR THE FRAMING MEMBERS. USE CHARGE AS 8. MASONRY ELEVATIONS MUST BE PER PLANS. rn- 0 applied tension loading in materials 5/16- 2. KIHI II CONSTRUCTION INC. AND THE ENGINEER OF RECORD STRONGLY APPROPRIATE FOR ACTUAL USE(IGEO 1631). gA. ALL STRUCTURAL DECKING)FIELD WELDING RECOMMEND A GEOTECHNICAL ANALYSIS BE PERFORMED PRIOR TO inch thicked ifea5%.Testing rate must NON-DESTRUCTIVE(IOG-UD0 0 be increased if>5%of welds tested have B. TESTING OF CONSTRUCTION TO VERIFY Ti!EX MINIMUM ALLOWANCES. DUE TO THE unacceptabledefects.(AISC 360 N55b) MOMENT-RESISTING SPACE FRAMES 0 0 ABSENCE OF SUCH STUDIES THE ABOVE PARTIES GUARANTEE THE . THE DESIGN STEEL ROOF DECKG. STRUCTURAL LIGHT GAGE METAL FRAMING 0 0 HERE-IN ONLY IF SUCH ASSUMED CONDITIONS EXIST, 1. STFFI DECK SHALL BE ULTRA-DEK, FORMED OF 24 GAGE STEEL PRIOR TO BOLTING(TABLE N5.6-1,AISC 360-10): SHEETS 4 Hse-36 ROOF DECK, CONFORMING TO ASTM A-446, GRADE D, WITH A PROTECTIVE COATING OF ZINC CONFORMING TO ASTM A-525. SCHEDULE OF SPECIAL INSPECTIONS I 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-TableN5.6-1) LIVE LOAD A5 SHOWN IN GENERAL NOTE 4 ABOVE. ❑ certification available for P A. HIGH STRENGTH E30LTIN6 ® ❑ 0 1. COMPACT CLEAN INTERIOR SAND FILL HAVING LECC THAN 10% FINES TO g0% P-Perform these Special Inspections tasks for each welded joint or member.(AISC 360] fastener materials B. EXPANSION BOLTS IN CONCRETE OR MASONRY 0 ❑ ❑ OF MODIFIED PROCTOR MAXIMUM DRY DENSITY, ASTM D-1551 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 0-Observe these Special Inspections items on a random daily basis. Operations need not be delayed CIaccordancewith ASTM 0 QUALIFIED LABORATORY OR SOILS ENGINEER, APPROVED BY STRUCTURAL STRUCTURAL MEMBERS", AND CONFORM TO THE STEEL DECK INSTITUTES pending these inspections.(AISC 360) requirements g, STRUCTURAL STEEL: ARCHITECT INFO: \ ENGINEER. RECOMMENDED SPECIFICATIONS. 3. Proper fasteners selected (AISC 360 Table N5.6-1) A. MILL REPORTS 4 IDENTIFICATION OF STEEL C-Continuous Special Inspections is the constant monitoring of specific tasks by a special inspector.These for joint detail(grade, 4. DECK UNITS SHALL BE ERECTED AND ANCHORED IN ACCORDANCE WITH THE (AFFIDAVIT OF COMPLIANCE) 0 E l ❑ 2. STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 AND SHALL HAVE 2500 PSI. MANUFACTURER'S SPECIFICATIONS AND ERECTION DRAW1NCC. inspections must be carried out continuously over the duration of the particular tasks.(IBC) type,bolt length if B. SAMPLING TESTING 0 THE CONCRETE SHALL BE TYPE I OR TYPE 2 PORTLAND CEMENT, AND SHALL ❑ 0 El 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 plane MINIMUM OF 1500 PSI AND SHALL REACH A MINIMUM STRENGTH OF 2500 PSl STRUCTURAL STEEL 4. Proper bolting procedure (AISC 360 Table N5.6 1) 10. APPROVED FABRICATORS: WITHIN 28 DAYS. CONCRETE COMPRESSIVE TESTS SHALL CONFORM TO ASTM C3' . I STRUCTURAL STEEL SHALL CONFORM TO ASTM A-112 (F1y=50 K51). PIPE COLUMNS SHALL CONFORM TO STRUCTURAL STEEL ❑ selected for joint detail 0 MUST SUBMIT CERTIFICATE OF COMPLIANCE FOR ALL ASTM SPECIFICATION A-53. GRADE "B". TUBE COLUMNS SHALL CONFORM TO ASTM SPECIFICATION PRIOR TO WELDING(table N5.41,MSC 360-10) Connecting (AISC 31;0 Table N5.6-1) OFFSITE FABRICATION SUCH AS STRUCTURAL STEEL, 3. AGGREGATES FOR CONCRETE OF NORMAL HEIGHT SHALL CONFORM TO "STANDARD5. elements, SPECIFICATIONS FOR CONCRETE AGGREGATES" (ASTM C 33-82). THE NOMINAL A500 GRADE "5" � = 46 K5I). BOLTS SHALL CONFORM TO ASTM SPECIFICATION A3OT AND A-325. including appropriate 6LU-LAMS, PRECAST CONCRETE, ETC.. 0 0 PLATES AND MISCELLANEOUS IRON SHALL CONFORM TO ASTM A-36. I Required Task Perform Observe Description MAXIMUM SIZE OF COARSE AGGREGATES SHALL NOT BE MORE THAN 3/4 INCH. raying surface condition 1. Verify welding procedures (AISC 360-Table N5.4-1} ❑ and hole preparation,if o 4. NO ADMIXTURES,OTHER THAN AIR-ENTRAINING ADMIXTURE CONFORMING TO 2. WELDING SHALL BE DONE BY ELECTRIC SHIELDED ARC ❑ (WPS)and consumable P specified,meet 11. PERIODIC SPECIAL INSPECTION REQUIRED FOR " STANDARD SPECIFICATIONS FOR AIR ENTRAINING ADMIXTURES FOR CONCRETE " PROCCSC USING E-TOXX ELECTRODES. ALL WELDS SHALL BE UNIFORM IN SIZE AND APPEARANCE,AND certificates applicable requirements LEDGER ATTACHMENT TO DRAG STRUTS AND (ASTM G 260-70 MAY BE USED WITHOUT THE WRITTEN APPROVAL FROM THE F-REC OF PINHOLES,POROSITY,UNDERCUTTING OR OTHER DETECTS. ALL BUTT WELDS SHALL BE FULL ❑ 2. Material identification 0 (AISC 360-Table N5.4-1) 6. Pre-installation (AISC 360 Table N5.6r1) SI-ICARWALI ATTACHMENT TO FRAMING. GENERAL CONTRACTOR INFO: ENGINEE=R, THE USE OF CALCIUM CHLORIDE SHALL NOT BE FERMI I I Eu ON THIS PROJECT. PENETRATION. (Type/Grade) verification testing by 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 3. ALL KELVINS SHALL BE PERFORMED BY QUALIFIED WELDERS APPROVED BY THE BUILDING OFFICIAL. system welder who has welded a joint or observed and 4 INCHES OR LUZ. A TOLERANCE OF 1 INCH ABOVE THIS AMOUNT SHALL BE FERMI E FEV ALL FIELD HELPING SHALL BE UNDER CONTINUOUS INSPECTION BY AN APPROVED INSPECTOR. ❑ - 0 member can be identified.Stamps,if ❑ O 12. ALL TESTS # INSPECTIONS SHALL BE PERFORMED L FOR INDIVIDUAL BATCHES PROVIDED THE AVERAGE FOR ALL BATCHES DOES NOT EXCEED type.used,shall be the low-stress dyedocumented for fastener assemblies and methods BY AN INDEPENDENT INSPECTION AGENCY. JOB SITE 4 INCHES. THE SLUMP SHALL BE DETERMINED BY "STANDARD TESTING METHOD FOR 4. STRUCTURAL STEEL NOT ENCASED IN CONCRETE OR MASONRY SHALL BE SHOP PAINTED AS (AISC 360-Table N5.4-1) used VISITS BY THE STRUCTURAL ENGINEER DO NOT SLUMP OF PORTLAND CEMENT CONCRETE" (ASTM G 143-78). SPECIFIED. ANY ABRASIONS SHALL BE TOUCHED UP AFTER ERECTION, CONSTITUTE AND ARE NOT A SUBSTITUTE FOR 4. Fit-up groove welds - Joint preparation 7. Proper storage provided (AISC 360-Table N5.6-1) INSPECTIONS UNLESS THE STRUCTURAL ENGINEER 15 6. CONCRETE SLABS SHALL BE PROTECTED FROM LOSS OF SURFACE MOISTURE FOR.NOT 5. FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO STRUCTURAL ENGINEER FOR REVIEW PRIOR TO START (including joint geometry) • Dimensions(alignment,root opening, ❑ for bolts,nuts,washers, 0 CONTRACTED TO DO 50. LESS THAN 1 DAYS BY USING A CURING COMPOUND CONFORMING TO ASTM G-30OR OF FABRICATION. FABRICATION SHALL CONFORM TO Al . SPECIFICATION, root face,bevel) and other fastener BY WET BURLAP OR A PLASTIC MEMBRANE. ❑ 0 - Cleanliness(condition of steel surfaces) components - Tacking(tack weld quality and location) NOTE: IT 155 THE CONTRACT-9 .' �LER )'O SIBILITY TO EEC 1, USE ASTM A-615 GRADE 60 FOR ALL REINFINFORCING STEEL. LAP CONTINUOUS - Backing type and fit(if applicable) THAT THESE TESTS AND INSPECTIONS ARE PERFORMED. ` J 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 M1DSPAN UNLESS 1 DURING BOLTING(TABLE N5.6-2,AISC 360-i0): • OWNER INFO: OTHERWISE SPECIFIED. HOOK DISCONTINUOUS ENDS OF ALL TOP BARS. USE I" COVER 5 OVER REINFORCING, EXCEPT AS FOLLOWS: ❑ - 1 Required Task Perform Observe Description * DEFERRED MITTALS: (IF APPLICABLE) 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 3" 2" 3" • Cleanliness(condition of steel surfaces) ❑ in all holes and washers - 0 LOCKER BOXES SLABS ON GROUND 1 1/2" I" ❑ - 0 • Tacking(tack weld quality and location) (if required)are (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 15 USED A5 A FORM FOR CONCRETE, EXCEPT FOR FOOTINGS. ❑ tight condition prior to - 0 STAIRS A pretensioning operations CANOPIES 1. SLEEVE ALL PIPES THRU SLABS INDIVIDUALLY: UNLESS APPROVED BY DURING WELDING(TableP15.4-2,AISC 360 10) 3. Fastener component not (AISC 360-Table N5.6-2) ENGINEER. ❑ turned by the wrench - 0 Required Task Perform Observe Description 10. ALL REINFORCING SHOWN TO BE HOOKED SHALL HAVE STANDARD HOOKS UNLESSpreventedfrom rotating SHOWN OTHERWISE. 1. Use of qualified welders 0 (AISC 360 Table N5.4 2) 4. Fasteners are (AISC 36D-Table N5.6 2} i 2. Control and handling of - Packaging pretensioned in ❑ welding consumables - 0 - Exposure control.(AISC 360-Table accordance with RCSC ' PROJECT INFO: ` Il. PLACE CRACK CONTROL JOINTS BY SA/CUTTING O 1/4" HIDE x 1 1/4" PEEP N5.4-2) ❑ Specification,progressing - 0 WHERE SHOWN. CUTTING TO BE PERFORMED WITHIN 24 HOURS OFEl 3. No welding 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&TABLEJ7-3,AISC 341-10)! STORQUEST STORAGE 1/8 INCH IN EVERY 10 FEET,AS Dt I LKMINED BY PLACING A 10 FOOT STRAIGHT 360-Table P45.4-2) T v EDGE ON THE SLAB IN ANY DIRECTION. ANY DEVIATION FROM THIS WHICH Required Task Perform Observe Description 12740 S.W PACIFIC AVE. REQUIRES ADDITIONAL GUTTING OF OTFIER BUILDING COMPONENTS SHALL BE Document acceptance or (AISC 360-Table N5.6-3) 5. WPS followed - SetTravel sanweldingequipment ❑ conneofbolted P TIGARD, OR. 97223 THE RESPONSIBILITY OF THE CONCRETE CONTRACTOR. • Travel speed rejection connections • Selected welding materials COMPOSITE DECK NOTES n - 2 - Shielding gas type/flow rate OTHER STEEL i.�� ��(SECTION N5.7,AISC 360-10): I. COMPOSITE DECK TO BE BHP 21/018 GAGE PER ICC REPORT NUMBER 2408 OR VERCO --'0-135. • Preheat applied Required Task Perform Observe Description / ❑ 2. COMPOSITE DECK CONCRETE TO BE 3000 PSI MINIMUM WITH 6X6-10/10 W.A.M. U.N.D. - 0 • Interpass temperature maintained 1. Anchor rods and other Verify the diameter,grade,type,and 3. NO CHLORIDE ADDITIVE TO BE U..,ED IN CONCRETE FILL FOR COMPOSITE DECKING. (minimax.] embedments supporting length of the anchor rod or embedded 4. COMPOSITE DECKING MAXIMUM CLEAR SPAN TO BE 10-0". • Proper position(F,V,N,OR) 0 structural steel P - item,and the extent or depth of ' COVER PAGE, & - Intermix of filler metals avoided unless embedment prior to placement of 5. CONCRETE FILL TO BE NORMAL HEIGHT, I.E. 145 PCF. approved(AISC 360-Table N5.4-2) concrete.(AISC 360 N5.7) I r T GENERAL NOTES 6. COMPOSITE DECK SEAMS TO 13E BUTTON PUNCHED AT 36" 0/C. 2. Fabricated steel or Verify compliance with the details L - J / 7. NO SAH GUTS RECOMMENDED . ,•MPOSITE DECK CONCRETE. 6. Welding techniques • Interpass and final cleaning erected steel frame shown on the construction documents - ,. 8. OVERALL THICKNESS TO 6E MAP -- HIGH PANS. • Each pass within profile limitations such as braces,stiffeners,member cl. NO "RIDE-ON" FINISHERS TO = ac ON COMPOSITE DECK. DECKING DESIGNED FOR 150* MAXIMUM POINT - 0 ❑ LOAD DURING CONCRETE POUR. AI- 0 • Each pass meets qualityrequirements locationsanproperapplication of SITE iN VEX■ SHEET NUMBER SC 360 Table N5.4-2) joint details at each connection.{AISC ■ 360 NS.7) KG -1 ICT) CT) 3 (1) cii) ; (7g CT) () 121n314 CT) n17 Cril) CT) -T Cr) E3ASEMENT LEVEL FRAMING SCHEDULE %/,' Y Y Y Y Y Y Cr)Y TH15 SCHEDULE 15 FOR THE ENTIRE PROJECT SOME ITEMS MAY NOT BE SPGIFIED ON THIS i.ONSTRUCTION IN it t 80-0" / PARTICULAR PLAN, SIX "MIS. COLUMN FOR MORE INFO. FOR EACH ITEM ON EACH FLOOR 1Q'-0" I 1D'-0" 28177 Keller Rd. / ----- - - ---- - ---- - -— / / Murrieta,Calif.92563 iii qf / 20'-0' , 10'-0" +, 10'-0" / l0'-0" r„ cr-10" , 10'-2' O SHAPE W F 6o. USAGE SPACING ANCHORS 0/C MISC. Phone:877-GO-KIWI-2 f y FAX:851-301-4096 _ G1 C 4" 2 1/2" 16 POSTS PER GALL-OUT WA CA License No:580782 www.kiwiconstruction.com --"J A Email:engineering@kiwiconstruction.com V ` Date Started: 2016-07-02 5-7J-- G C 6" 2 1/2" IS POSTS PER GALL-OUT WA Drawn By: CH Checked By: . „ 1/2" Kiwi II Shop Drawings Properly of Kiwi II Construction, %❑ ••t•:T, ,1.❑ CI -'--- — — - -- — .. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — `• , \• .•" ""- --••e '- J.•:•a'-.ii'r•Alii:":`*' ."'LY•r h't94•^e:.:49-.L'J'-'3 iCl^Ln@ iL� .:•e. 11.►•.i1'a n'6 L=at6.i'.v l�rtlY4k.1�/ \' `` '� G3 C b 2 14 POSTS PER GALL-OUT WA This Drawing(Printed And Electronic File) )ft y;• j' , , - - - ,�, _ - _ _ .. . And The Information Contained Within Are • � 4' fL The Property Of Kiwi it Construction Inc.,And { � 4 I e ryp B1 c 6" 2 1/2" 16 BEAMS N/A N/A � (4) #12 EA. CONN. may PermissionNot Be Kiwi ii Reproduced Without The "❑ y © � © G 8" 2 1/2" 14 BEAMS N/A WA (8) #I2 EA. CONN. J 0 I _ ____k.1.---__- r B3 C ID" 2 I/2" 12 BEAMS WA WA � � 12�A. D5, E _" W© 0 (121 #12 EA. CONN. Kiwi II Notes: N rff1 �' e r `� I U 4 1/8" 3" IS TDP TRACK N/A WA 1 ! ! "' I i s TF "' = 2016-07-02 -Drafting Started - MTJ I 1 I " -- , --—-- -1 `--`*--"'*-`- --`'� I--- art U 4 1/8" 3" 16 BOTTOM TRACK N/A PER 5.W. SCHED. 2016-08-19 -Review Set-CH II *6*16 © � , G 1 0 2016-08-25-For Submittal -CH o I s 6 11$ 1 l ,.- -1- . O U b 1/8" 4" 12 TOP TRACK WA N/A 2016-11-01 -PLAN CHECK -ART/i\ 2016-12-08 -PLAN CHECK-ART O -- - - - - _ _ _ - ` I' II l L 4 © la U 6 1/8" 3" 16 BOTTOM TRACK N/A PER SA. SCHED. i I I r °+ I II IGT''' I ! ,j „ 2017-01-11 -Revised unit mix per _ I I I L1 L 4" 4 1/4" LEDGER N/A PER DETAIL BEARING CONDITION 2017-01-30 -PLAN CHECK -ART A I ! I ! eT,,,. Ic � 1 6*6*3116 6*6��'`6 9 O L 4" 4" 16 LEDGER N/A PER DETAIL NON-BEARING CONDITION 4 � rS ,7) , ..J. .. f 1 " #12 TEKS PER 0 i -� ,•- x * ' \ 0 GT L 2 1/2 1 1/2 18 CORNER TRACK N/A PER S.W. SCHED.° *3� I, w 1 . p�l IIID Ili"I J #5.W. SCHED. 3/24/17 PER , PR t I I I I I \ � A1�° I ,}© II I 1 I vim, 4 CO J 15/8 1 1/2" 20 VERTICAL GIRT PER PLAN PER DETAIL 5.„1 TEKS • a 1 E iI �i I +� I o ® BRACING AT t F ' ` 14.0 e I , X16 I II 3116 I J 1 5/8" 1 1/2" lb BRACING GIRT 1/3 POINTS (2) #12 EA. CONN. !� ` �, II PER U-PANEL #12 TEKS PER cc GOt Il Aii-c°4. o ____F I I k5, J T S J , - J J J J • © O U 3b" WA 51� PARTITION N/A N/A S W. SCHED. PER U-PANEL #12 TEKS PER 1 # 14'-8' �; r�31�� 5-4" I' i I OU36 WAS.:y LINERPANEL N/A WA © SCHED. �OREGONedQ ;ger). G 2W WA WA 18 COMPOSITE DECK WA WA 4 10` THICK SLABI�'�� 20, RO - x- 1.4/1n11.4 THI5 LEVEL "�!I'�M I Io'-0' p I °©rte' , I f O-0' t 4'-8" .T o" �6�6*�6- q'-IO' j 5R 14'-10" O C 6" 2 1/2" lb PONY POSTS PER CALL-OUT WA CONN, PER DETAIL — O - - - - - - - - - - - - 0 If 10 I ���� _ a O CONT. -I l J J J 1f— II. J J J J J r © 1 �,1 r 6*�1 ! O L 3" 3" 1bBASE ANGLECONT. PER GALL-OUT (3) #12 EA. CONN. ExPiros:-MI5\ I t - - - - WALL R-Iq INSULATION I I I I I I I I I I I �� I .4I 3 1 Lkryp. _ r�o ® INSULATION WA WA L I r R 0 :5) ._._ '1, idir Fs 1 ! Alli 0 0 I 3, II ev. r 16+6I O _Q 9 -l � T� ri 3163 31 7- f 16 im Y ID , , — I I 616* 56* 6 + 5 r. 16 ' :1 J r_ r_r_.;11 .., J J J , \---14' 0 `'1� ' = I III Ci) I I I I S I \ t, , ,6�s+ 4 j 16 I 16 a = SHEARWALL SCHEDULE 1 I I i 6�6*'� I �6�6y31 O - - - - - - - - - - —I - - -- -- - - --- -4 — — I o � I S I - r j i< O WALLS GAGE # TEKS STITCH DECK TO TOP TRACY CONCRETE FLOOR ALLOWABLE �� I i rl�Ala > PER PANEL SPACING ATTACHMENT ANCHORAGE SHEAR ! }cs 6*6*� I I r`1' ,v © ' /)\ Q [1 29 7 60" /12 TEKS A T 60" 0/C 4 0 TI TEN ANCHOR 2 A T 5'-0' O/C 128 PLF A I I ! I I I { ,'1 I, i 4 6*,1,\6 I 6,6 Vl+ 1 7 b 0 26 4 30" 112 TEKS AT 12" 0/C 1 2"0 EXPANSION ANCHORS AT 5'-O" 0 C 203 PLF __4 ,I. TVPe I I ,6* �s 6* r'!P 0 26 7 30" /12 TEKS AT 12" 0/C 4 0 TI N ANCHORS AT 1'-3 n 0 C 294 PL /� © - - - - - - - --�-- 1 - b I a J J f J J J J GI ® 26 7 15" #12 TEKS AT 12" D/C 1/2”0 EXPANSION ANCHORS AT 5'-0" 0/C 332 PLF Aso..0, [ I ,ery�. I 0 24 4 15" 112 TEKS AT 9" 0/C 1 2"O EXPANSION ANCHORS AT 2'-6" 00c 400 PLF •I I ! ! 56* `� I © • 1 ---I ;. 4 0 22 7 10" /12 TEKS A T 6" 0/C 4 0 11TEN ANCHORS AT O'-9" O C 1577 PL ! I r� I w„:, , = I ��6 I I WHERE WALLS ARE DOUBLED, ANCHOR SPACING IS HALF OF TABLE VALUE J – — – I ..„..0.51- ,...,1 Ills, I /1III111, �J.. .s�:� _L GI - - - - - - - - - - - - - - - o _ r - _— ` '�' e ALL WALLS THIS LEVEL ARE TYPE 03 *31 I i I 1i>+sr I I ! I ! 616 .1- Ll Xyp. II e 71p. I _ in `P I I 1 I I I Tuo 0 � '' _ I I "Pb11 TEK PATTERN © – _ _ _ _. – – — o – – ;I-- – wp Tr 111'. -. S 11 © 1 ARCHITECT INFO: 6 . . 1 6" I I ! ! I I I ! I � S;o* Q-= y- -- �- `� #12 7EK PER SCH.\,._.?//- TYR. PANEL OVERLAP I 1 I I ! I I ! 1 ©IF. • • N iB3 . CO - - - j - - - - - - - - - - - - - - - - - - 4 - - - 1.910. � . - --- _-. .. O 'i CV �- —yam —CE°-J,.-- . 0 I , I I ! I I I I ! �k5 6 a I 3J •. ! I ! ! I I I \ 1� _ I ~ � 0 - - - - _ _ - - - - - - _ _ _ Q II @ITT,. O= . ,. 1 1- GENERAL CONTRACTOR INFO: I 1 I I I 1w 1 , O — - - I o , . 0 Irk 1 0 rw, I I I ! I I I 1 I I ! 1 14'-8" , 5'-4" / 10'-0' �, 10'-O" 10'-0" �, 10',9" O - - - - - - - - - - — — - - - - -+ _ , 30-0" ,r 30-b' I�r q`�" 10t� ., O / I ! I I I I 1 I I17I I I ! ! ! I I 1 I 4 OWNER INFO: 0 _ , t.--- 0I I I I I 1 I I I 1 I I I I I 1 I I f ID • , . 1 __I i GI ! I I I I Of • i- 1 1 _ _ } s _ _ _ I _ _ -L_ © ` PROJECT INFO: STORQUEST STORAGE ! 1: 1- X 12740 S.W PACIFIC AVE. TIGARD, OR. 97223 1 (13 a C3 �9 10 11 12 13 14 15 (13 6 18 19 20 21 22 .. , ....--_ , ..,fig,;„ ' BUILDING t ;, y � L — � BASEMENT LEVEL �BuILDING TpLANW J/ FRAMING PLAN 5 LA cc SCALE = 3132" = 1 '-O" SITE INDEX: SHEET NUMBER o Li_ KS -2 „ .., 2 , . ,i, 1 2 cd 4 (j 9 10 11 210'-0" 12 13 14 15 ci) 17 1$ 19 CI) CT) 22 1ST LEVEL FRAMING SGHEDULEVJWILty,hSCHEDULE 15 FOR THE ENTIRE PROJECT SOME ITEMS MAY NOT BE SPGIFIED ON TH15 ..ONSTRUCTION IN r / PARTICULAR PLAN, SCE "MISC." COLUMN FOR MORE INFO. FOR EACH ITEM ON EACH FLOOR 28177 Keller Rd. d, I 200-0' 10-0" / Murrieta,Calif.92563 i(0 r 20}•-O' 20'-0" , 5'-4" , 8 4'- " 10'-0" 10'-0' 10'-0" 10'-O' -4" 4'- " r 10'-0' 10'-0" IO'-0" , 10'-0" 10'-0" 10'-0" 10'-0' 10'-0" y 10'-2" ce-10" Phone:877-GO-KIWI-2 / , / / 5' / 8 ♦ ♦ , , 0 SHAPE W F Gd. USAGE SPACING ANCHORS OIG MIS877-GO-877-GO-KIWI-2FAX:951-301-0096 R' ~ G1 G 4" 2 1/2" !b POSTS PER GALL-OUT WA CA License No:580782 www.kiwiconstruction.com I0 1 Email:enuineering@kiwiconstruction.com �J WADrawn By: CH Checked By: ❑ — G 21/2" 16 POSTS PER CALL-OUT Date Started: 2016-07-02 - - - - - - - _ hop Drawings property o Construction, ''t•. . + G 6" Kiwi IIS raw f Kinn H Con -on _._ 11T, a.-.•.r.-r+ ..- S 1 ..-. i•�..: s .. ... _..."•. ..e ..rr - ......, .w.-:a.,. ,ti " :x �IS!L'7 t12:-.1•1:t".4:541t.`. ^':hJriT`JY-•S.- TY1'[JY•`-" - . .0.. _ — _ _ — _ _ — "(_ =- _•-rte+=•. _ - _ n This Drawing(Printed And£tectrvnic File} G3 G 6" 2 1/2 14 POSTS PER CALL-OUT WA " v1 c I l ' ,1; , _, I 417-42-u - n u May Not er Used Kiwi Without The '*"" And The Information Contained Within Are TTe Property Of Kiwi II Construction Inc_,And Q TIP' hp-�_ 1 '' I 4 y ryp. $1 C 6 2 1/2 16 BEAMS WA WA (4) #12 EA. CONN. written Permission of Kiwi EI construction. 1:11 oIIF I i1 m ��I +3ti\6 II ,g , �"® , F B@ G b" 2 1/2" 14 BEAMS WA N/A n (8) #12 EA. CONN. ` J S \ L L L L L L L •1 L L L l y� �� , rlp© , , -_.�° _- ----1- -- �- --- �•..., , 0 , } - 4 , , , ,— —�. ° O " ^12 EA. CONN. / 1 II r — — �— V B3 C 10" 2 1/2 12 BEAMS WA WA i (I2) Kiwi II Notes: • I II 2 -, 1 I' i. 4 e U 4 1/8" 3" 16 TOP TRACK WA N/A 2016-07-02 -Drafting Started -MTJ 2016-08-19 -Review Set-CH Q '© i 1I 1' eryp. I� , +1 , rl 1' 2 en U 4 1/8" 3" 16 BOTTOM TRACK WA PER 5.W. SCHED. 2016-08-25 -For Submittal -CH o �> I I .. III R�*,6 ,�*N� � l � � � 2016-11-01 -PLAN CHECK -ART 3 31111:-,."`' I ts� _ • _rte _r,4 _-_-- - --- % O O U b 1/6" 4" 12 TOP TRACK N/A WA !I\ III: O \ L L L L r L L L °le L I L llll"� s i 1 _ •J _ !L\ Dnp. II '- g I U 6 1/8" 3" 16 BOTTOM TRACK WA PER 5.H. SCHED. 2016 12-OS -PLAN CHECK-ART � I Tom. '� I TF` I "' 2017-01-11 -Revised unit mix per 0 0 II I�IJr ,. __ q. .�- -__��, _ _-1 P, ... - -1 F� _ L1 L 4 4 I/4 LEDGER N/A PER DETAIL BEARING CONDITION 2017-01-30 - PLAN CHECK-ART 3� to - 1 I ! l I e T . t o_ r 6i: 16fi6, g6 )16, 6 I I , , 1 fI- I _= I ( O L 4" 4" 16 LEDGER N/A PER DETAIL NON-BEARING CONDITION 0 Ii \ L I. L L L L ,1 L L L Sy L'` , ,. -- - I- , .-T Q , , 1 F -. , �- -- • i - - - t �Itl4 :I 1 I, 5 4'-b' -4' 4'-8' / s I 1 _I 11111' li '11111111111 O GT L 2 !/2" 1 1/2" 16 CORNER TRACK N/A PER 5J^I. SGHED. 12 TEKS PER • , le R.O. S.W. SGHED. 4'-8" 5'-4" 10'-0" ___LI--____ I 4 .�e .I �r o s l © / R.O. I j L1 V J 15/8" 1 E/2" 20 VERTICAL GIRT PER PLAN PER DETAIL #12 TEKS PER 3124117 1 r� S.W. SCHED. 0 m yp. II is 1 a. L L T :I ®�ria. g PIR • I 4'-to" ,, 5'-4' 1a'-t0" " (2) #12 EA. CONN. +6 II ,6 ,� I I , ® J 1 5/8 # I/2 18 BRACING GIRT SEE MISC. WA �,a E Y' I ��:�*` JI�y6*�* I I p © I I �• 1/3r POINTS 13' TALL AREA �` , 0 L L L L L L L L L y.. ' , r T Y i ��,- , , J J J J , I� 11-T POINTS 16' TALL AREA �►1 + ,�' I I 1i , \6 , x6��\6 \6 i '�6fi,�\6 , , 1 ` -, , -, 1 Tip.. �Il j `�A► oIC 4 51 SII _ . s i_ ---�� - '*�-_ I -�----- --J 7lP�fi®'rf►" T o i0 N + I I I I I I f 1 2 ! �` o @ 2W WA WA 18 COMPOSITE DECK WA N/A 4.5 T"TAL THICK SLAB \ QpEGDN e Typ. _. k I , i©i 1 1-Q 1 I T9P x46{6 WWM THIS LEVEL \'fit. qd +\�° © i11 7`r 616* `' Ty'• , 1 OC I I 173 TIP1 I D `�• 20 f 1 TEKS peR i 0 \ - - III SII ` II ! E I p II - �-- � r .. ..... 0 PER U-PANEL #12 � .. rlp \6 \e , I �6 II .,6' 6 , ' I ' , ' - ® U 36" WA PARTITION WA WA S.W. SGHED. Expires:' 6 4 ® 1 < 1 _ r , �/, G , �j30' t , 'Q o O U 36" WAiU-PANEL N/A WA #12 T1K5 PER O 1 rI 1 )�' 0�� �/il\s ��' o �* r , ._ �i%ryp. nn6 5.W LINER PANEL S.W. SCHED. I I I N I , - © © �1 JTip. I 1 __ _ _ _ _ WALL R-1q INSULATION W24x68 r r r �s6"6 ,6 1 1 I Q 1 II -, f �� �!�. t I, INSULATION WA WA WALL O - - - - :_ 1 1- . , ryp. .Q. , , -r- 1- Ti P co, „ TV' g \ CONT._ I' © 6 1 ell S Tom. I 6v le" o i 6 l 0rtp. IL 1� `I-———• . I I� © B@ L 3" 3" 1b BASE ANGLE CONT. PER 0ALL-0.r (3) #12 EA. CONN. + 1 " 11P. T9P©—!I `�6�6} 1 3 I +6*�, 1112. 1 .1.0- r`�'. © F nI .3 1 .I r'JI O (�T .. I r4191°CA r0 li /�. 0 p y © II , �TyP , Dnp. { ' I "I 5�'rl' CO • W24x68 W12x14 • 1I - 3021 Tr , _-E - 0 II OITIP' L J : i , , J \ 0 ly mI I up SI ! 13114,+6+ 6 , �r , , '� , v , B i rI • = Q I 1 © S6 I (? 2 Q "I I" I T 0�i , 1 ri w� _ • , , , , I 1 o W24x68 I �W x1a I ��D I I ! I o - --N, rip© ' 1 o I '�Q T I- ., , , -i „ __ , ,• i 1 3 Typti 411 WALLS GAGE # TEKS STITCH DECK TO TOP TRACK CONCRETE FLOOR ALLOWABLE I eTp. m ; 6� ' \6 �,oc B� ,�,a a PER PANEL SPACING ATTACHMENT ANCHORAGE SHEAR -- -- I\SSG* se 1��:'6 T 1 .e �' -7-r- II o I I- '� J t1 I- -'1---- 'a- -1-- 1 I1 I 0 01 29 7 60" /12 TEKS AT 60 0/C I4 0 11 TEN ANCHOR 2 AT 5'-0' 0/C 128 PLF n I • - - 02 26 4 30" /12 TEKS AT 12" 0/C 1 2'0 EXPANSION ANCHORS AT 5'--0" 0 C 203 PLF QP. W24x68 I 6* , , , I I Q 341,0 i „ GO -- ! - - - - - - :I pr.`"' , T9' GD y F L , Jr - 1, J , , , , $ © 0 26 7 3O /12 TEKS A T 12 0/C 4 TI TEN ANCHORS A T 1 -3 0 294 PL I © o �� I \6 y , 1 0 26 7 15" /12 TEKS AT 12" 0/C 1/2"0 EXPANSION ANCHORS AT 51-0" 0/C 332 PLF 4 I I �— — Q o '1 y T� ��c 3` ryp e I I 1 OS 24 4 15" , 12 TEKS A T 9" 0/C 1 2"0 EXPANSION ANCHORS A T 2'-6° 0 C 400 PLF g I r I A►, 1 1 0 ® 22 7 10" /12 TEKS AT 6" 0/C I4 0 11 TEN ANCHORS AT 0-9" 0 C 577 PL A k L1 rip. I cs,I , ® , , , , , 1 [f°." $A3-'°- 6 �1i WHERE WALLS ARE DOUBLED, ANCHOR SPACING IS HALF OF TABLE VALUE. ell - ---- --- - _ ... I L �1 . — - • . : . . . . 1 \6 L2 T9P . . 3 IIII y 1 \ . _ ' f _ `A ALL WALLS THIS LEVEL ARE TYPE 0 o CV Typ.'51 ia I I .. . . .. . . _, _ . , . . _ _ . _ ,.. . i �„ yp. , :ai.:,amo.:,i,t,a TEK PATTERN ` / © ---- � L L L L L L y - ARCHITECT INFO: 11 1©rtp. I , , y , , == ... 4 \_. o I I X I I I ! 1 6 , I F #12 TEK PER SCH.O �P PANEL OVERLAP © _ =-� 4 __ _ _z= � _--� 1 - - • 1,..ek D L L L L L L L L L L L L L' r-- LL"` LE� !.� r `%-h-- �I I I, r� , , , , , I 4 v4 9 1413 Q T9P e , s , , r , , , - , © �� �� a`��6tp O I I D4 TyP Tip. ' ' { �� 1 I III .pf+ati1+++�+a+i++a+++s - - I I 6 , w /•These Walls , , �/ , I �t5.6�6*�� �..._� o QLP T ,24 W©©_ o , , �� I l ,61 / O ,, / L L L L L L L . . . . < I t 4 0 I _ I ! - - - - - O t 1�4 r1 I F 1 �`6 GENERAL CONTRACTOR INFO: T � ' 5.- 9 SII { 6+ O 13A j "� © � Di • �Ttp. ; I . C15x33.9 I kI ,�61 Die B is1 II -1 6 6 6 6 6 ° \ 1 D1 �+ Pbb. s r 6 /-Iiin°4 ; ?. ... .............-:......:........... - - - - 16x36 - - - - �6�6 _ `'6� . . fr i6 • 6 ■ t� _ — — in. r'x"x'�e.A.u'a':�a ............................................. w __ - r---z L 500- 0 co O ,' t • L L L — L L +1.11111111111.1111111111 �Iilii�fl_ L L1 } ` - --- �----' - �. il 4 I I I Ty,0 I - � �s 6t6+ 18/ryp. O I 11 la-On a6L P(18-22) I 7 I r, -0' �( IO'-0" / I0'-0" 20'-0" n 10'-0° / 10'-0" 10'-0` YAM10'-0" 6*yg 0 J bS6fi O • \ "rvrnev�nrv�eYw,eLY.mne"LuirYrrM"Y"wy>rt ]:,:,:r�L—L 1 L.1—L� - � r r r --"- — — - — — '. 1 Id T1p� 1 6 I ` / 1 3 i i eTyp. 1 1 ,-,S rO+6� I 0 o �� ,I i 6 TO. 1 11 I I I --55)1'''6 rye 6x\6 *�\ 1 *� �5 OWNER INFO: © - -, - - 4 \ C W12x14 t �6 �I12s1i- 6 r 1,. . , ::: L L 0 o6/21 I XV - I r1p. O \ '' -- •`ts ..:;..,',./://. -,.. . • 0 1 , *6� I I o I I I I ` ' est ,. „ I r•,-� , . -- , 0PROJECT INFO: 1 I I I I I 1 I 2o,-0. 5'-4L 14.-8L STORQUEST STORAGE 20'-0` 4s'-0" / • 8-5"-0" 1 - 1 30'-0" 10'-0' rV-6+ I 1 22'-6' j 12740 S.W PACIFIC AVE. / I 1 / � I 21O'-0" ! ' I / TIGARD, OR. 97223 1 2 3 4 5 (12/ 7 (1) (3 10 11 12 13 cl) 15 (-.3 17 0 19 24 21 2 .. , 2 ... ----,, ''% ' BUILDING OV i ,,, - � 1st. LEVEL { LEVEL stW ✓ • � FRAMING PLAN 5 Li SCALE = 3/32" = 1 '-0" SITE INDEX: SHEET NUMBER eE ii_ KS -3 Cr) 2 ® 5 6 cT) 9 10 11 1213 CT) 151617 cil) 1920 21 222ND LEL �i� M#NC SGHDULE '�%,�Y / 21d-O. I ! THIS SCHEDULE 15 FOR THE ENTIRE PROJECT SOME ITEMS MAY NOT BE SPGIFIEP ON THIS �QNSTR. C7 ION IN I 1 PARTICULAR PLAN, SEE "MI SC." COLUMN FOR MORE INFO. FOR EACH ITEM ON EACH FLOOR 28177 Keller Rd. I14 " 1 • 1 • 1 r i • 1 " • 1 • i N I Murrieta,Calif.92563 i(i' 4 r 1q'-10' `, 5-2 �r 5-O_- IO-0 10'-0" 10'-0' I, 10-0 , 10-0' 10`-0' . l0-O i 10'-0' I 10-0 10'-0" 10-0 10'-O" 10'-0` , 10'-0" 10`-0" 10'-2" , 9'-10" I Phone:8770O-KIWI-2 ,� / / / / / / / / / O SHAPE W F Ga. USAGE SPACING ANCHORS O/G MISC. FAX:951-301 096 CA License No:580782 -, r-, r-, G1 C 4" 2 1/2" lb POSTS PER CALL-OUT WA g 9 J 1 I I I I I I ® � " a Drawn kB: CHtructioCh eked By: Email:en ineerin Iwiconstruction.com �l �-�Y,,�t,/ I 3 I 1 1 I I I C41 G 6 2 1/2" lb POSTS PER GALL-OUT WA , Date Started: 2016-07-02 • C] L _ do i I Zo I I �p .y° .',1° y° ,,gip �.,p Z° 2° I ,.q ,�2c 2e 'P ❑ • !LI O -. �. . _ �� �♦,J e L j• i 1 ' S� ..o-,„� ,-...�/_ _—.. -. / • - r 5P- f / Sn/ I I ti Sh� i • / S� `/ �'` �. O Kiwi II Shop Drawings Property of Kiwi II Construction, ti •.;::y ,c N i, This Drawing(Printed And Electronic File) Ji �i' I I r w� G3 G 6 2 1/2 14 POSTS PER GALL-OUT WA And The Information Contained Within Are *# F' I , �_ Ttp. �— 6 Tlp. -A�- The Property Of KiwiII Construction Inc.:And L I mi. b © 'rp Tye' I k Bl G 6 n 2 1/2" 16 BEAMS N/A Q # May Not Be Used Or Reproduced Without The •�- T 4 ®©e� se O WA 1 (4) 12 EA. CONN. Written Permission Of Kiwi II Construction. 1L 11 I , , T ,1, , I, - \ / 1 13- fi� �� ' fi1° `��° ��� fi� ' .5...... �� {�5/`� c'\5-Cl ��° fi� �� ri.y 9 BB G B° 2 1/2" 14 BEAMS N/A WA 1 (8) #12 EA. CONN. .' 0 . fi 5� 'ti s° sly sti s� '/ 51� J to /� ' ' -_ - _ - - u„-__.--=--411.- .,...�>e __. .. .. __-.. .. _ ,� ..__ —s�- % -' ''''s'\''' � - - - — - Q G 10" 2 „2" 12 BEAMS WA WA /I\(,2) #12 FA. CONN. \ B3Kiwi II Notes: iv I ,4fi�° s�fi� �`� � fi� r`�'B1 �� I * �`� �`'° �`�° �` I ' �6 Q 2016-07-02 -Drafting Started- MTJ o I \ 2016-08-19 Review Set-CH I I � O U 4 1/8 4 12 TOP TRACK N/A N/A 2016-08-25 -For Submittal CH i 6 _ I ' K PER HI=D. - 0 _—\ .,1111' % ' � BTt U 4 1/8" 3" 16 BOTTOM TRAG N/A S W S(, 2016-11-01 -PLAN CHECK-ART r - = ,_ w� _ -- , , ,�� 0n r • y _ f 2076-12-08 -PLAN CHECK-ART $ 1—j"1:29111'- • I O U 6 1/8 4" 12 TOP TRACK N/A N/A fi 2017-01-11 Revised unit mix per o O II � _ _ . . . \� - 100 i i \ - . IS , , . ® o a U 6 1/8" 3" lb BOTTOM TRACK N/A PER S.W. SCHED. 2017-01-30 -PLAN CHECK-ART 3n ' To 11, r� CI L1L 4" 4" 1/4" LEDGER N/A PER DETAIL BEARING CONDITION ,--ik III13- V IIP I i "ill ' O L 4" 4" 16 LEDGER N/A PER DETAIL NON-BEARING CONDITION 3/24/17 6 • fi�er9P. �G° -.4:----(`I' �� tt� ��� fi� �� -- --'� fi'' �� r,4�° i 1 ,6 I';' I s/ �` / / --- I % % / / / S, �,� • O #12 TEKS PER ___ � / - J ---_• a. --_ L __-_J 5 n GT L 2 1/2" 11/2" I S CORNER TRACK NIA PER S W. SGHED. r PR--- S.W. SGHED. o I II I i0 I Y J ; 55: 1 ;',.22: 20VERTICAL GIRTPER PLAN PER DETAIL :51#21.21,4TE.E5cKA5.7PE:NN. ` (31 ; Eh.Stifi� �� ��° ��� fi� � fi� SBI �� ITV TIP. ,�, in�� j �° fig° S°fix� �� �fi� ��� �� = �? -�j 410 9 , I� -_: / -- ---._ —_ �s..� — -- - ,� - l /_ 5/ �� -_ , ® J 1IS BRACING GIRT p`GHEIGHT �, ` �' � �' OT I I I , I I " PER U-PANEL #12 TEKS PER o Q ' I T . I I '� I ° ® U 36 WA WA WA �r 51^1 PARTITION S.W. SGHED. OREGON 7 1 ' ,—� I ,j ' ' I I ® Ip. ;� '1 f`�, \ LP U 36" WA PER U-PANEL N/A WA 1 #12 TEKS PER "y44 ,, db - .... _ I I _ ° , - I I , II S W LINER PANEL TOTAL TI IIGKSLittiM VYHh 1 0 . ,_ 1 W. �% . I % r%ill v �—I� \� - - — 4,-, \ ' / � 11.1111:11 r` \ o @,,,, 2W WA WA 18 COMPOSITE DECK WA WA ( E 6 b 6/_b �I L$/EL — Q ® WALL WA WA -1q/ i�TIOF �;, III�IIII'` 'ILII h - - - - INSULATION WALL 0 3 N I I s I rp.e©* o n a� I I , �y 3 © ' A B� L 3 3 16 CONT. PER GALL-OUT (3) #12 EA. CONN. I CONT. I � �� , .�'� � � � fi � � fi fig° � ' � � � fi i ,i©T �� � BASE ANGLE Sti •P I 5�/� d�'�%CODbl. /, �° �/ , -,s° I 5" / / 1 , 0 i: ~�� O \ I• �. uJ-.�_.r ,.�` �'. r —-J _ - r. __ __ ..... ...... ;, , .� 4' GO 1 I I II I 11 ,i-I .L\1/4N /,..-c'S, 79p. ,.„.0 .,,.. ... ,,,,.‹..0 .„t, ,;,. .9 BI _ I' ah. Tp. I BI q Bi — T�� I I1: m T,p, . . _4 i --r- x %• 91"- —, M1 t fi , • O 4 1• I�Ttp II I '�T - - I I ' I H 11-�T`p •. II , . r0 IVP el I! - I - I I R�' r fit° O _ 0 . 0 0 Iil-� I �6 �° fig° S��° fi� II I a 1� w•Sl,e I �z° I , 0 , I f , ---C-- , , , fi� -(,...-0 1 �� fi� SHEARWALL SCHEDULE 5/ IL- ��' SI.'" ,•'' �,� I I t�f ° 5 O F L 4 y 10.1) j lo'-0" ' 10'-0° 4'-a' 5'-a'�,— 10-0' 10'-0' ' 1O �• 4.-10j, o O WALLS GAGE # TEKS STITCH DECK TO TOP TRACK CONCRETE FLOOR ALLOWABLE . / ' . r / / `5-� a-1° PER PANEL SPACING ATTACHMENT ANCHORAGE SHEAR 1 09`'10" 5 4 4`-I•1. J 10`-0" 5' • 4'-8' , a ° ,/ RO es. filo , fil , �� fip R0 �a Z° + o R° ' ' _ ,l � I- : / \ 0 29 7 60" /12 TEKS AT 60" 0/C 4 0 T1 TEN ANCHOR 2 A T 5'-0 0/C 128 PLF o I I I I I I I 1 & I I 0 26 4 30" 112 TEKS AT 12" 0/C 1 2"0 EXPANSION ANCHORS AT 5'-O" 0/C 203 PLF 4 I �° I �° BI I; >� Tp 03 26 7 30" #12 TEKS AT 12" 0/C 4' TI TEN AN HORS AT ,3" O C 234 PL 5.% % 5% %app ,fi T� fi - sz fi sj �., - __ . ' Q al L " � v . . .oa 1- ---- T:- - - -'• -}----= z © ® 26 7 15" #12 TEKS A T 12" 0/C 1/2"0 EXPANSION ANCHORS AT 5'-0" 0/C 332 PLF I 0 I 4 , I B1 °�6 - 24 4 15Y12 TEKS AT 9 0/C 1 2"0 EXPANSION ANCHORS AT 2'-6" O C 400 PLF 4 �' ' II '0 T I , , .�_ II _1 ;:yam}6} ® 22 7 10" ATATL - I I. Tp UP TIP- A b I ® 1 ® I O © �--��� I pT I WHERE WALLS ARE DOUBLED, ANCHOR SPACING IS HALF OF TABLE VALUE.-.I 1 / L.1:::: t, 4I 6. L_ . i I d ! fi T.,..,- t� r1 __. � fi _ X'c �'! il�° I 5%fllllll��l O .s`fi � - S.+°` O _ GI• ALL TRANSVERSE WALLS THIS LEVEL ARE TYPE 03 .w 1------- C 16` B1 " �# _ -," 0 ' 4 TIS'' r t , � / I I I ALL LONGITUDINAL WALLS THIS LEVEL ARE TYPE / 1. '0 TpoeatFrooln Halls i ,, '~ \ \ o 3 A ` �T� " , I i , I TyP LP 24�©� SEK PATTERN © fig . 4% % , gek I tI IV m 0 f f - • ® �Tp I s _- - fit° — fiz° 4 ,,i- -..„ ARCHITECT INFO: ?,;131100 �Tlp. B3 f 'f .11:::..6.f.!. =- 5 n fin 4 Co e obi. _ , , J 1 I "' IYP. O ! I I ° I f s #12 TEK PER SCH.O PANEL OVERLAP ell . / T �� II fiO4. '� '�fiz° 'S/ ' i � ,7 �`fi� O f '' I le ThbNlall . .e- — —TO.' . . 0 �° fi� fi m fit° f--------t-,,, — fiti° fi° 2" -� o O 's : tet` I % % ti� B1 . 4 b 0 1 \ „ .. „r - , , , , o --G` - , , , , 3 , . B v rI -1 s).s-l'4' 016 GENERAL CONTRACTOR INFO: 'N fi ' ttfi� +SSfi, fid �fi� b..'"--.fi + ,�.A Ttp fit° firy° fi tj2° s fiti° fi� ��e �6 *yea *�e a Wil/ p 112) \ ;-..;•-:•7.; :•:•:;•.-.....;:•;•.-......;.;:. .. ..:...K.,;56.9;••:.•:.0 III �- shy / I I _ � . © ' / � / ti/ t �S W12x14 W12x14 ys-° -lIu IIIIP i i i i i Y ffi • - "i:' GOI il I I 1 1 I 1 1 - -�— to y I I I 1 1 1 - -- - 0 I L_J L-J L..J _ __ = ., l 3 I O : . 1 • TV.? I 1 '15 1 1 . tV 0 0 ..-._ \ L'"\-- . �I A. I`�� 1. `'i _✓E'-O"/ 10.-0 r 10-0 10-O / 10-0 �r 10W `. 10LO" 10'-0" .., .,, '�I s �s ■ 1 N 1 ■ 1 • 1 • 1 ■ in i. 7 °°I v , i 1, f I 7o I L-- -- is ---I IL -- -- r - I I I ��� © p OWNER INFO: Gm 1 fex 'IP" .' g'..fifr.-4..„ji- efr__. „,,,,,„ 4 c''' ....::,.„..,: 0: \ @i_ '54 __,. ',›„-, ...._ .... .ko ,..= f ;rim - I l At'll.?... ' 0 I II , o I 3 }ll I 1 f.5 �` iS A ' 0 -ate- I I i I I I e I T �� , 6)—' °- TIP '1._ _ . _.�__ ? v I1 e‘,...„7''' _ I ' p _. N O . it,..i In 0 . ''is I I syr 1 41 OI I i I I i ♦ i @R - ,_, . . J,,,-{”. O I PROJECT INFO: O �i ' I i I I I I i I I / 1°'-0' �, lo'-0o. / 10'-e / 15'-0" , STORQUEST STORAGE 201-0" / 45'-0" • 1051-0' 1 ; 17'-6 22' j 12740 S.W PACIFIC AVE. l • 210-0" I � / TIGARD, OR. 97223 1 Cb 3 4 5 I C3 8 9 10 (t) 12 13 14 15 (j_i) 17 18 19 20 21 22 ,\ .„ .:-.._ ----„, , .") ' BUILDING \ 'WI 2nd. LEVEL ` 2nd . ;, BUILDING - LEVEL ' / FRAMING PLAN n TfI L., SCALE = 3/32" = 1 '-0" SITE INDEX: SHEET NUMBER o L, KS -4 \ / \ .., , , , , Cr) l) 1 c:-) 4 () 4 cTi) (17 4 10 (--7 12 13 14 15 (7) 17 cl) 19 20 (-1--) (T--) 3RD LEVEL ROOF FRAMING SG DL ',�h ,..„Alre210 • THIS SCHEDULE 15 FOR THE 1=NTIRE PROJECT SOME ITEMS MAY NOT BE SPGIFIEF7 ON THISii CONST"VRiCTION IN 1 200'-0' I PARTICULAR PLAN, SEE "M15G." COLUMN FOR MORE INFO. FOR EACH ITEM ON EACH FLOOR 28177 Kelle +/ I 1r1D-0 'eMurrieta,C563 Ifa 4' SEE KS-9I FOR BLADE FRAMING. SEE KS-9 FOR BLADE FRAMING. I O Phone:877 GO-KIWI-2 • ,� SHAPE W F 6a. USAGE SPACING ANCHORS OIG MISC. FAX'951-301-4096 SECTION-1. (Tl'P.) I I I I I SECTION-t. (7YP,) © I 1 '� CA License No:580782 1 www.kiwiconstructiort.com CIC 4" 2 U2" lb POSTS PER GALL-OUT WA v • T l / r-1 w'-0 I t' 1 - I r-1 '-0f r i ® ; • Email:engineering�ikiwiconstruction.com '� �� I I I 1 4� b0'-O• r . . I . 4�-� Drawn B CH Checked B / ,1 1 1 ' I f�7' - - - --------� if '-2' r-2. WA Date Started: 2016-07-02 Y ■ O t� I rr-sem• e� r�so ` SCIS'-'31'‘o r4• K�s'3' i. 4'i• I 4 C) C 6x 2 1/211 lb POSTS PER GALL-OUT 1:1..-: ❑ Ar.r. .� 1 T-r---- SCII- 1 1 �' 4 Kiwi II Shop Drawings Property of Kiwi II Construction, % ;• h';71f...2il: ! ° � -� © uxThis Drawing{Printed And Electronic File) Ia#b. , IBI G 8 2 1/2 16 BEAMS N/A WA (4) #12 EA. CONN. And The Information Contained Within Are 11r, I1 I The Property Of Kiwi itConstruction Inc.,And O I }II - u n i. May Not Be Used Or Reproduced Without The I II"1 -)• I I I I I 11 t . - I C 8 2 1/2 14 BEAMS WA N/A (6) *12 EA. CONN. Written Permission Of Kiwi II Construction. 0.• y f Trp4 ! I I I I T jI. B3 C 1011 2 1/2" 12 BEAMS N/A N/A (8) #12 EA. CONN, r it is - e - • , • •• 8 C 6" 2 1/2" Ib PONY POSTS PER CALL-OUT N/A Kiwi II Notes: !I` I � � 1 I I I I I I I 1 I Q 8 C 4" 2 1/2" lb PONY POSTS PER GALL-OUT N/A 2016-07-02 -Drafting Started -MTJ I I + I O P! Z 5" 2 1/2" 1b PURLIN PER PLAN N/A (6) X12 EA. CONN. 2016-08-2519 -Review Set-CH 2016 08-25 -For Submittal CH GO _ © P2 Z 10" 2 1/2" 1b PURLIN PER PLAN WA (8) #12 EA. CONN. 2016 11-01 -PLAN CHECK -ART k I I + O U 4 1/811 3" 12 TOP TRACK N/A WA (1) *12 EA. CONN. 2016-12-08-PLAN CHECK -ART I I ! I I I I I I I � c)If)FC 2017-01-11 -Revised unit mix per eTt U 4 1/811 311 16 BOTTOM TRACK WA PER Ski. SGHED. (I) #12 EA. CONN. 2017-01-30 -PLAN CHECK-ART r . ( + BOTH SIDES O U 6 1/5" 3" 16 TOP TRACK N/A WA (1) #12 EA. CONN. O f r rF I O BOTH SIDES 3/24/17 TUBI TUBI I I ( U 6 1/5" 3" lb BOTTOM TRACK N/A PER 5.W. SCHED. (1) 12 EA. CONN. I I I 1 I I I } 1 I I I 1I (2) #12 EA. POST ' { C 3 1/2 1 5/8 IS DRAG. STRUT PER PLAN N/A % RE IL I f I I IL f, I ® (4) #12 EA, END : GA © - ., i -- - -- -• _II I.t 1 © GT L 2 1/211 1 1/2" IS CORNER TRACK N/A PER S.W. SCHED. #5J^l SGHEDI2 TEK5 � 13 i ti� ac a J 1 5/811 1 1/2" 20 VERTICAL GIRT PER PLAN PER DETAIL #I2 TEKS PER ' 1 I I I I I I S.W. SGHE=D. �EGOFI bb 0 ! E Iill J 15/811 1 1/211 18 BRAGIN6 GIRT B IflC1!INEU (2) #12 EA. CONN. 4140:. �. 2p �g Icy r`� PER U-PANEL #12 TEK5 PER 1414 ► lO U 36 WA N/A WA 0 .— _i _ AI. I I © SJR PARTITION S.W. SGFIED. TI 7 +�Q I rO U 3b11 WA PER U-PANEL WA WA #12 TEKS PER E ASSA6 5.W LINER PANEL Sy+L — I I I I I I I , IJ { I �1 - 24I1 WA 24 ROS DEK.1 WA WA S . I{ .. I I - I • IAw [ ._ T f Typ. r ' 81 ® HSS 36 a WA 22 RR A� N/A N/A PER MANUF. SPECS 0 f ,I 5 At D5 • T i O ® C 6" 2 1/2" 16 HEADER CONT. PER DETAIL P1 i I { 1 ` obi :r i I T . T I I I I 1 I� I � IW415I i H2 G 811 2 1/2" 1b HEADER CONT. PER DETAIL iAkil° p WALL K-1Q IN5ULATION I V4:€2 '' E r 11 v{:u TPSga TIF '- ® - i�fSULATION N/A N/A WALL A m µ taofV•herc JJ ++ ROOF R-301N5ULATION © - • _� freer Sopa • o Im Sop' 1 1 I I,fr — © IN2 - - - - INSULATION WA WA ROOF I • I T Low 1 1 x CONT. TIP �+ ¢ z �5 h • ► i" ti t h ti ti ti BI I B L 3 3 1b GONT. 1'L!Z GALL-OUT (3) #12 EA. CONN. "'f°°""P' II I ) 1 I I I I I TWC $ASE AN6L Q I ! I - ..._...., • I I I I I I + sylyr..v. r. I I t i i I t I k I g I ! I ' - I I I I 1 +F I [ r i 175 0 1. i 1 ,1 .,.. ,. ______ I High Lai V I I 4 /1 1, _ 1 i 1 i i 4 1 I I ��Tlp' CO :, I i I I I I �` !' 'i 411 BI 0 I 1 I I E I I is I • ! I H• + 1 iI 1 ti ti i• I ti I I i I ti I �. n Low l I __ i I I I 1 I I I - 1 I 0 - I I fli I I I I I I I 1 ..._. ell t i i LT [ 1 J - I I I + I� 1 I 1 i I I '�J.I.Li .IJ1.6u4.11..V -I- I i I I I I I I I I .. e - •' • _ w8;,0 D'S Q Hoist Beam ‘2F I / Hoi ir �...._. — t . � �� .:! _ _ . 0 ARCHITECT INFO: _ . 0 , - " ' , _ _. I I I I f , +4V p5 - B1 1 I i I. I• © 1 [ 1 [ ' • Q ( 110.• ti oGI II � � , z 4 I I I I I , I - I ;4' 4...b. I L `rl ' I CO # - n • J . �. r 6 0I cry \ I I I I I I ,+61�'1 GENERAL CONTRACTOR INFO: II rEp TS 6x3116 I S�t6t< 16 riiiTS.:6x60116 16 I © '6�6-F`S1'\GO 6 ....:-:-;-;-;-:-;-:.- --:-:-:-:-:•:-:-:-:-::--1-:-:-:-....... �: BI I I' l � raWYr � , Y� * II0 iBI B1 "Imumalamimw Illl r l • I : I to ny I I I l I r 1 I l I I -MR 1 _ 17r I1 I L-J L_ L-J L+ 1 I ( V L. � j ' 2 . :{ Z }} 3 1 SEE KS-9 FOR BLADE FRAMING, SEE Kg---41 FOR BLADE FRAMING. i , �s��6 - - SECTION-I. T�'P� - - - - I $EG1I 2 (OVER GAN9P1' e�`O� 0 \ T y . . ..., _ OI`i ( 1 1 � I T - - 4 r ®rte ��5 0 I o I 74'v 1 I 1 I I f I ! I I I �6+`�\\r3 I I I 1 I I I I `'' \ OWNER INFO: Ia �fi y6x3110 0 • _ I 0 i ith I I I I I I B1 TVBI Tye- 1S-LW-'1�6 1 } I I I I I I I 1 0 \ 1-------10. GO +1� / •. Q I I I I I I L.....___:,...; . �/ - I I I I I I 1 / L `,, ... . x311b 0 ,r . I I I I I i 1 PROJECT INFO: 'S I ! I 1 II I I I STORQUEST STORAGE 20'-0' , - 45'-0. / I I '-0. 1 ! _j "r.�1 �' ,, //////7 12740 S.W PACIFIC AVE. - X10'-0• I I j . TIGARD, OR. 97223 C3 C11) C3 C3 7� C3 ( 16 11 12 13 14 15 16 17 1$ 19 20 21 22 . ..., ,.... ----„, �`'% BUILDING 0LEVEL 3rd. LEVEL ROOF � ;; BLD � � r ' / FRAMING PLAN w w SCALE = 3/32" = 1 '-0" SITE INDEX: SHEET NUMBER Et 0 KS -5 2 .. ,.. , i ,._ k , 1 cd (7 3 cd c) t7 T ---T)10 c-r) 12 cT) 14 (7) (c) 17 1$ 19 20 21 F 3RD 210'-0YL.. OOF M NC SGHEdUL LCTIOLII +1 ' THIS SCHEDUL E 15 FOR THE ENTIRE PROJECT SOME ITEMS MAY NOT BE SPCIFIED ON THIS 28177 Keller Rd. - 21JV-0" / 10'-0" PARTICULAR PLAN,SEE "MISC." COLUMN FOR MORE INFO. FOR EACH ITEM ON EACH FLOOR Murrieta,Calif.92583 ire 1 , Phone:877-00-KIWI-2 ' `. ti 1-4096 Q I0 SHAPE W F Ga. USAGE SPACING ANCHORS 0/C MISC. CLicense 0No:580782 �� ................_ _ .._ ..... ---- _,.... www.kiwiconstructIon.com n r-T r-, n n a Emait:engineering@kiwiconstruction.com �� ® GI C 4 2 I/2 16 POSTS PER GALL-OUT N/A Drawn By: CH Checked By: IV a P,Y i r,Y i i 2' • Date Started: 2018-07-02 CI qC'9 S('� 4i' :cro ..,. .Sq 4 I i 'ri' {t (( .�(� 0 Sl / '(f n11`�' �' I �` �' `�`' R ` �• `�' Kiwl II Shop Drawings Property or Kiwi II Constnution, ti'� �i , �- � G G b 2 ll2 1b P05T5 PER GALL-OUT WA _ �'�'_0 ‘‘ o_ � �` I ` , � This Drawing(Pnnted And FJectronic F11e) j�#T �' I. S5e2,51115_ Q © TS &3'76 And The Information Contained Within Am - r t I -.-0-''.- IP. 111 �--{1 Bl G 8" 2 1/2" 16 BEAMS N/A N/A (�(4) #12 EA. CONN. ) Property n Construction Inc.,And * d I 1 Q © 7�1b„• ©� �® E - _ May Not Be Used Or Reproduced Without The 's Written Permission Of Kiwi II Construction. :I y 1 I e B® G 8” 2 1/2" 14 BEAMS WA WA (6) #12 EA. CONN. I 1 �� W` G i0" 2 1/2" 12 BEAMS N/A WA (8) #12 EA. CONN. , O _ - - - - - - - . O K IfNotes: I O G b" 2 1/20 1b PONY POSTS PER GALL-OUT WA �� �� �`� 5N �� �� �� �� �� �� 2016-07-02-Drafting Started-MTJ 51`• Sh• ''�• S�' SS" 5r).----"°). ST- Sr• 5A' 5T' a x r/ _ _ _ _ _ e G 4 2 1/2 1b PONY POSTS PER CALL-OUT WA 2016-08-19-Review Set-CH I a " 2016-08-25-For Submittal -CH Z 8 2 1/ 16 MALIN PER PLAN N/A (6) #12 EA. CONN. � 5�� e�/ �� 5��, � ^�� � 5��� �� 5��� , 5��� �� 5��� P) 22016-11-01 -PLAN CHECK-ART El .......,_ - - '� -_ �/ i.' •_-f--- --r� ---;f-- --.-�-- ----�- ...ee. ---�f-,•- __ _- - ---.� -'ems-- .--.- Ss-.- ---.r�--. �- -•- --- - --- ------ .. ....... ..._.. " a - - ----- - - /�` ,I, 4 r- _._ �-_ ® Z 10 2 1/2 16 MARLIN PER PLAN WA (8) #12 EA. CONN. 2016-12-08-PLAN CHECK-ART/2\ I I 10). -T II �--�- ,, 1 I 0 I O U 4 1/8" 3" 12 TOP TRACK N/A WA (1) . 2017-01-11 -Revised unit mix per -1 - 1 - A 4 - " -- I F - 2017-01-30-PLAN CHECK-ART A I I I 1 I � U 4 1/8 3 1b BOTTOM TRACK WA PER S.W. SGHED. 0 IP -((II)) :52FL5-12E!'EEAAI CCONNNNi 11 - L_- �_ - --- ---- J .. ----- -_- -----�--- - --- ... 0 TTz U b 1/8" 3" !6 70PTRACK WN/AA WA ..„_.,,_,_,,,b err ---—— BOTH SIDES �� �,��� �� C� �� a U 6 1/8" 3" lb BOTTOM TRACK WA PER S.W. SCHED. (I) 2 EA. CONN. - -� - �` =>% �` r -'r - r -- w n (2) #12 EA. POST 3/24/17 1--- -1 l F-- - '--7 I1@i G 3 1/2 1 5/8 18 DRAG STWJT PER PLAN WA BOTH SIDES i I I �--1- 1 I I (4) #12 EA. gwi '0 -— - - —Ir - , „.„---.0,--(' .. ! _, .. j 1 1 I I I Iell GO L 2 1/2" 1 1/2" lb CORNER TRACK N/A PER S.W. SCHED. #12 TEKS PER ,y 1 1 �� c ��' ��° I a�° a�° ��° �� 1 1 I a a SA. SGHED. 1 • t �� , I L--- 2 2 J LI ,/ _,/ _ _/ 47.P , I ,I _- V® J 1 5/8 1 1/2 20 VERTICAL GIRT PER PLAN PER DETAIL #12 TEK' PER A y �° ' �� �� �� I j ��� �� �� I �� �� BM D iIGlAi7 filegg}® J 1 5/8" 1 1/2" 18 BRAGI GIRT (2) #12 EA. CONN. O0 ______ 1 r__ ._r� WA WA / - /_- --_' -1----- ----�--- --- ---- --- /-- - ----. - - - / "/ _._ - - 00 SH ARTITL #12 TEKS PER 5 W PARTITION S W. 5GH)=D.I �--��� IaPLRUP NEL #12 TEKS PER 1 / k _ U 3b WA WA WA eons-MbPg P41F: PANEL - . I I _ 1 I _ /-1 I 1 O 24" WA 24 ULTRA DEK N/A WA ��` ROOF PANEL5G5 © - - —60 - s — -L- --- - -- --- - -- ----- 9. ,.<P_ ---.t _-� t J 1,1 _ -.()---: O ® H55 36 WA 22 ROOF PANEL WA WA PER MAN F. i _ - I TIP©XIY HI G 6" 2 I/2" lb HEADER CONT. PER DETAIL eV' 1 -- -- -z1 , ' F 9 @ G 8" 2 1/2" I b HEADER CONT. PER DETAIL VW 1 I I I I I r _ L N/A WA R-1 INSULATION �� i I �� _ TV' I �'� �p INSULATION WALL — -{ � ,iT " . q m_ �I - -.... - I r 1N2 _ - _ _ ROOF WA WA R-30 INSULATION . 01 �. 1 I i i D in� � © INSULATION ROOF • + O �, y4 is lTV-e • I �� � ® ; B� L 3" 3" lb BASE CONT. NAI CONT. PER CALL-OUT (3) #12 FA. CONN. NW r—-ii •• _•-•• .. . evb0: : . e,,,,,o; . ..„. rg . • • a 0 ,,,,,,,. 404- n.F 0 ak CP 1 A -----0---- 0 0 , . e ._.., ,...-- , . ,.. . . ..-,14,.. 1 __:1,4 j ,--- -i - — , -. j.._ .. ,I, _ ._ '''' ir ,. _...e ..__ _.___, . ... . , LAier _� J 150 _.op ri, —__J _,,,,,,. ., ,___,,______ _,.." ,, 1s .s.s.) ........,.L ,i„.........(0, r 1-,) 0 1 1 v Q i i i SHEARWALL SCHEDULE 1 J 4,---1: ---•I 1___ --- L.-_U , - WALLS GAGE TEKS S17TCH DECK TO TOP TRACK CONCRETE FLOOR ALLOWABLE 1 - I L �� I I PER PANEL SPACING ATTACHMENT ANCHORAGE SHEAR - - — _ ,I �I�"� - ._.._. - • - - -,__•� - .. _.. /12 TEKS AT 60" 0/C 1/4"0 11TEN ANCHOR (2) AT 5'-0" O/C 128 PLF 1 I I I 1 29 7 60" 6. O # I I I � ° �`� � I O 2 26 4 30" 12 TEKS AT 12" 0/C 1 2"0 EXPANSION ANCHORS AT 5'-O" O C 203 PLF I I 1 � I I I I / / / L � I I I � / -. #� e .2 I �`� j03 26 7 30" 112 TEKS AT 12" 0/C 1/400 11 TEN ANCHORS AT 1'-3" 0/C 294 PLF , L j„.........,,,......,.. -4:3, 0 26 7 15 /12 TEKS AT 12 0/C 1/2 0 EXPANSION ANCHORS AT 5'-0" 0/C 332 PLF1 I I WBx10 �O 05 24 4 15" 112 TEKS A T 9" 0/C 1/2"0 EXPANSION ANCHORS A T 2'-6" 0/C 400 PLF �•E 1{9 ' �� • �� (��' �� Hast Beam „ " ,. © / _ T r_— _ ,r--- - _-. -�__ ®�-- ' �___i _r- I i - _ ® 22 7 10 112 TEKS AT 6 0/C 1/4"0 ATEN ANCHORS AT 0'-9 Q/C 577 PLF • ARCHITECT INFO. lCI I I .4"Ia I I �� 1 �� I 4 !MERE WALLS ARE DOUBLED, ANCHOR SPACING IS HALF OF TABLE VALUE. 1 I i I STM% ----O---@— J I� I =-_ I I I 0 I 1 FSI I I j ALL WALLS THIS LEVEL ARE TYPE °. V 1177 e. is I : 3� S" 6 --.0_J - t _ - - `_. _.. �_ - ------ © - _ -- - -- f L - --- --- --_ _--�_- -- �-_----- _ _ t _ __ �._ _ TEK PATTERN I JI _ � -._ it _ 1 , - - -- - - f. ... I No ` l 0 1 C ]� 0 e 0 #12 TEK PER SCH.0 nH• PANEL OVERLAP 1 L -/ ,0. GENERAL CONTRACTOR INFO: •P SiTS-K6n3116 T&-06)(3%6 © TS ea3116 TS�x6r3f16 �16 1! ;. - ,� se . . IS" . _. . © . . .1.. - _ ...: .. . � .. �v Y.._ __-,. . � s --- '�` 5 - O O rah sr� �b � j I Li I I I . I i I I 1. T.L_ I L{� I t.}.t I ! I ® I Lr, 16 p S� 0 .. :. i1a.eaua.u.1. I --.45.- A' J -- ----J1L, j I I • ] ]Cj, � 1 +�16 I t I I i , S OWNER INFO: - • \ la 1 .._ rF- --_---T <'� __---s�--_-- 1 s�0 -0 —- - I :' I�O y ..., r t 44 ` i''.:-6x6X3!}D4:31 I 6x3116 0CO 00- ; %'`P -"*-0-7,1 . '., ; , r..1--' tv, �, -6x6 1 ��Na , O 16 •, PROJECT INFO: . I STORQUEST STORAGE 2C40° 45'-o` 105'-0' ! 1-11-8! i z2'-!a' / /7><:/// 12740 S.W PACIFIC AVE. • 210'-0" i , TIGARD, OR. 97223 1 CL) 3 4 CID 6 Cip It$ C 10 11 12 13 14 15 16 (.3 4 19 20 21 (t) / .. ,, , `'; BUILDING ` 4' - r L *z. 3rd. LEVEL BuILDING PARTITION PLAN _ Z SCALE = 3132" = 1 '-0" SITE INDEX: SHEET NUMBER ct L._ KS -6 , . , . .._._. .. .. .____ .. ........ ._....___. . _. ... .._ ... . \ r 1 kIwIK /' ti"; :ONSTRUCTION IN A. ll 26177 Keller Rd, Murrieta,Calif,92563 Ei►` ' Phone:877-GO-KIWI-2 FAX:951-301-4096 " i 1,W Z CA License No;580782 www.kiwiconstruction.com Email:engineering@kiwiconstruction.com ~1 _ 2 Drawn By: CH Checked By: , ` \ 1 f Date Started: 2016-07-02 0 • 0 \ a I`- . 1 - -- I i - ! I - - I -- I - 1 ------ -- -- -- Kiwi II Shop Drawings Property of Kiwi It Constriction, ti •�''# I This Drawing(Printed And Electronic File) a }�• _•„ I I J. I I I I < And The information Contained Within Are ' r {j A� — - -- - - 1 The Property Of Kiwi II Construction Inc.,And la May Not Be Used Or Reproduced Without The fr - - �- T- I I 1 I I I Written Permission Of Kiwi El Construction. 1L Y \ I; 1 1 I 11 I II - _ - -- _.- _ I I I I 1 I 1 Kiwi II Notes: 1 I I I. i 1 1 I I 11 2016-07-02 -Drafting Started -MTJ kkr I I I I I I Ir 1_ l 1 1 I 1 2016-08-1 s -Review Set-CH 1 I I 1 2016-QS-25 -For Submittal -CH 1 r I 2016-11-01 -PLAN CHECK -ART n' • I I i I 11 I I I I i I + I 2Q16-12-08 PLAN CHECK ART T b I I I I i I I 2017-01-11 -Revised unit mix per I I I I ! ( C I I 2017-01-30-PLAN CHECK -ART 3A Corridor 1 1 1 1 1 L ! _ I I I I I i l Corridor Corridor i Panels by others I 1 I I I I Panels by others Panels by others I I I 1 I 1 I 1 I J ! I I I I I j 3/24/17 a -b•3rd Le1n�l --. ...: i i i 1 f I _ - PR i i 1.. .1 1.� 1 1 l L - '• I r -T— - ter E i1r. _ = 1 ill I I I I a - 1 1 1 1 1 1 J_ I I III 1 € » — k pREGTo:, o — = 1 1 1111IlI l i l 111 - ',4� so 9 1 inCorridor I I I ! i , ! Corridor I I Corridor 1l m EOM-§igaA _. N. Panels by others ! l 1 I 1 I 1 I I J I 1 I Panels by others I Panels by others ,_ I 111111 _l 1I .1 1 � . — I I i 1 [ ! I I 13'-4'2nd Level I i I I I I I __ I - — I 1 1 I I I I1 . :, =Nom _ I I I I I -1-- 1 aimil _ _ 1---- - 1. mom= ,_ __ - -- I �` i - I I f I I I l . . . ..L' mum -1 ---____ •- M. . r 1 l I I I I I I I , . ' 'n 4 INMI I I I 1 1 I i 1 1 4 ME I- I I I I I I III [ 1 i .� �I �M i 1 I i i �� Corridor HHHH - 111 Corridor - 1 - Panels by others 11 1 . 111 1 ', _L 111111111.1j_ Panels by others _I MIN11 / 1111111 111 : �� s 0.-0.1st Level 1 _ - - I I �_ 1 I ♦ . • .. .. . . • •1 ♦ • •a i..-,'. -.... -.• . .. -• .. .. '.: .moi• t . -i • .. �• -•r ♦ i --i .. .. .5 .a- - .r. ., ..... _, a.:� ♦ .� _ - :LAY/ _ vw. . _...• - .. � - . •..'- ../ • • s J: .. a �: •'..'' 30 I II •�#•••-#4.-*-*�4'' o '1•• .' - . I 1 ( 1 I 1 1 1 1 1 1 I I I 1 w Flanges ��i7i�����i��i/� 1111111111 1 I 1 1 1 1 ARCHITECT INFO: •%�G�����G4 '7. = 1 1 1 1 1 I I I I 1 1 4�4f`�f��/4;: _,_ , i 11111111111%`%�`�`�`f` :• J l I -II I 1 I 1-1- 1 1 1 • 1 �$ 4 L I 1 1 1 1 C l I i ! I o 4#4r` ; 1 1 1 1 1 1 I 1 I I 1 ,����� . - _ Corridor ' 1.1- l 1 1 I I I ! 1 I 11 Corridor \.4.(\.4.,!.:„! Panels by others - .1 1 1 1 1 I 1 1 I� 1 I Panels by others %moi,`...' I I I I I 1 I 1 1 1 I 1 I �'' I I I 1. I 1 I 1 1 1 1 / '. J 1 1 1 1 1 . 1 1 1 1 1 1 1 I • ':—I I I 1 I I I I 1 I l [ I i - __ - I r 1 , 1 r _ E_ I ! r 1 �. - - :LY: . - ' GENERAL CONTRACTOR INFO: W ' ^I_vII 21_b" 2I_6n 21_611 2I_oIi ,I-v11 a..t_b,E 2ir4I1 51_411 1E (-8" 2I_ahl 2I_611 1O i�oii 104011 Z 21-bn 2i_2q 5I-4n 1 II-0E U 14040" I--- < OWNER INFO: : : BUILDING I. CROSSSECTION - SEG . SCALE = 1/4" = 1 '-O" PROJECT INFO: STORQUEST STORAGE 12740 S.W PACIFIC AVE. TIGARD, OR. 97223 BUILDING CROSS SECTION _ I1J La SHEET NUMBER cr 0 KS -7 . ..., .. i 1 -- 1 / , tiWi 7. 11117 e ///a / !:.ONSTRUCTION IN 28177 Keller Rd. Murrieta,Calif.92563 IMP 4' Phone:877-Gd-KIWI-2 , i y CA License No:580782 J� W FAX:951-301-4096 J www.kiwiconstruction.com Email:engineering@klwiconstruction.com Yom/ Drawn By: CH Checked By: 2 Date Started: 2016-07-02 0 -- 0 I— Kiwi Il Shop Drawings Property of Kiwi II Construction, % .• ti•y Andhe Info(Printed And Elinedtiti Fila '7›.e.461' And The Information Contained Within Are � < - The Property Of Kiwi II Construction Inc.,And F C May Not Be Used Or Reproduced Wkhout The •❑ y C Written Permission Of Kiwi It Construction. ... J 1' _ — _�. —_ —_ { 1 54r-0r Kiwi II Notes: LI 0 Low 2016-07-02 -Drafting Started - MTJ I 2016-08-19 -Review Set-CH 2016-08 25-For Submittal -CH 1 1 2016-11-01 -PLAN CHECK-ART 2016-12-08 -PLAN CHECK-ART 2017-01-11 -Revised unit mix per I '� 2017-01-30 -PLAN CHECK -ART \ • O Corridor I Corridor Corridor Corridor Corridor 1 Panels by others 1 Panels by others Panels by others Panels by others Panels by others i 1 3/24/17 _ z3-8.3r ! • _,. r-. i a_ ... _ .. 1t .... ... .a- ..� .. S ., — 1. - '. •..- :_ `• .. .. >. �•' _ _ .. w a v �- .. r 'M .a . .. " - .. .. r •...1 - .... . • •s -- r. - .w -. ti..-..•.1• -- - — : a .•r.. - - - .ia-I-- ♦� err — I r - �p1 + E�.�, I 1 i [ . 1 • gr I ', oREsoN - i `tea Corridor 9 Corridor Corridor Corridor ° i6 Panels by others Panels by others Panels by others Panels by others `r I to ____I i _ IV-4. 2nd Level h - - I I t _ !f....!..: ,• tea - n I is ' Corridor Corridor Corridor Panels others Panels by others Panels by others .; I f �j�j��j�jtj��jl�j�'tijt . _.„ L• . II . ..,_,0„.0.,.Leval .4;4104 Hide P! r Wide Flange ;r ; .,!i;G`���!i��0�!i ARCHITECT INFO: I ▪ �j��j/Q jt�G� — ` .i•``i fip Gorr idor Corridor - • `::-- � ,j o Panels by others Panels by others II . •���l�j/ -1 �_.:• •N:0,44,,,,:$4 j��jr. i , --1 - ea5errlont level ` J ..a . :::...‘,..z. c• - y .a. .r 1: •. -i. - ..� a • .•+ ,ti • - .'w' -.rC� r 10-4 • "s `• ~ . • • ' GENERAL CONTRACTOR INFO: L k . f O �U..1 f2I_�II '/ 1Ol—o" 101-011 /+ ..al-li ,�, 5(411 ,/ 101-0n // 101-0ll / 101—011 `, 101-0ll /'z2 —�Il /21_ l n 51_ 11 2 —4" 21-6" ,e 2l—�lk �. 2I—�II ,. U 1401-011 r Q IJ / / ,/ OWNER INFO: 1 , ; BUILDING - CROSS SECTION - SEG . 2 SCALE = 1/4" = 1 '-0" i 1- PROJECT INFO: I STORQUEST STORAGE 12740 S.W PACIFIC AVE. TIGARD, OR. 97223 ; F r \ I BUILDING , CROSS SECTION i I » 5 IJ J Ir SHEET NUMBER ix 0 I .... ....s:., t .. I i — : , \ \ ., N• • CEE POSTS 0 16"0/C. CEE POSTS 16 0/C. • �1�� SEE SCHEDULE FOR SIZE. SEE SCHEDULE FOR SIZE. itIWI O O 0 0 0 0 CONSTRUCTION IN ` 4I-0" I I I I I 28177 Keller Rd. Murrieta,Calif.92563 i(+• 4 4 f T&B TRACK PER SCHEDULE. Phone:677-Go-Klm-2 1'c / r O / A 1 J 1/ _O / / - ATTACH TO SUPPORT COLUMN 5 FAX:951-301-0096 i" ti W/ #12 TEKS 0 12" 0/C. CA License No:580782 -- www.kiwiconstruction.com SIDEVIEW STAGGERED. Email:engineering0kiwiconstruction.com (1-PIECE} 1/2" THICK BASE (& TOP) PLATES, Drawn By: CH Checked By: Date Started: 2016-07-02 ❑ "• El\ \ \ W/ (2) 5/B"0 THRU-BOLTS. .. . • ° ° Kiwi Ft Shop Drawings Property of Kiwi II Construptino, " •i':, This ing And ectronic Fite) 1 �., ■ And The,lnformation Con arced Within Are , �} CONCRETE STOP F ir /--ANGLE. The Property Of Kiwi II Construction Inc.,And l • a-a • / May Not Be Used Or Reproduced Without The •� y v ti / Wntten Permission Of Kiwi II Construction. "fti ; TS Typ • Tp. \ , —11.—'i' w -/I 11 I1 3�1 �" V COMPOSITE DECK. 2016-07-02 - Drafting Started- MTJ 16 / \ = 15 = / 2016-08-19 -Review Set-CH F J ( I (TS) SUPPORT COLUMN] 4 HAIRPIN BAR IN COMPOSITE 2016-08-25- For Submittal CH \ Ty p. C 1 ""~ t J cv Ty p. � SEE PLANS AND SCHEDULE DECK- SEE DETAIL 6/KS-9 ° � r FOR SIZE AND LOCATIONS. rA' 2016-11-01 -PLAN CHECK-ART/1\ WELD TO VERTICAL COLUMN. 2016-12-08 -PLAN CHECK-ART / : NI 3/16" / \ / 2017-01-11 -Revised unit mix per 2017-01-30 -PLAN CHECK-ART/ \ (TS) VERTICAL COLUMN. Ty p• Ty p•\TS/ I (TS) VERTICAL COLUMN. CEE POSTS 0 16"0 C. SEE PLANS AND SCHEDULE (TS) SUPPORT COLUMN. SEE PLANS AND SCHEDULE / SIDE VIEW FOR SIZE AND LOCATIONS. SEE PLANS AND SCHEDULE TC' /� 1---- /v\ FOR SIZE AND LOCATIONS. SEE SCHEDULE FOR SIZE. FOR SIZE AND LOCATIONS. /� `1 1 WELD TO VERTICAL COLUMN. f • \ Is< Blade Support Conn. 2 Thru-Bolt Conn. 1 3/24/17 - , 2 1-I Ti Type- Typ. r • pHA + t�t}1 ` E0' Ty Ty I S�E SCHEDULE FORKSIZE.RA AT TRACK, SEE SCHEDULE FOR SIZE. 4, 1 . di• a TO EACH SUPPORT COLUMN W/ (3) #12 / TEKS EA. LEG. (6) TOTAL EACH CONN. (TS) VERTICAL COLUMN. OREGDN - �� ISEE PLANS AND SCHEDULE * eb 1 FOR SIZE AND LOCATIONS. , �R, 70 Ik CA CA — — ,o_ --_ i i _ 1/2" THICK BASE PLATE, WHP' I— I— O I W/ (2) 5/8"0 EPDXY ANCHORS. + I J ° 5" EMBEDMENT INTO MASONRY.. E q*5 B $ {TS) SUPPORT COLUMN. SEE ETAIL 5 \ - J SEE PLANS AND SCHEDULE THIS SHET ¢, ° FOR SIZE AND LOCATIONS. \ 4S 11 `Q �C/11 WELD TO VERTICAL COLUMN. 4 4 / 4 � ST Tyro. Typ• _ �: 4 u aa 4. jit \ / Cl `Q T&B TRACK PER SCHEDULE. 4 4 _ _ I ATTACH TO SUPPORT COLUMN ' CONCRETE STOP � ANGLE. 1' i r SIDE VIEW j WI #12 TEKS 0 12" 0/C. COMPOSITE DECK. s, \ . - , _ .c `. i `. `. N f STAGGERED. _ ' -� _1 !! #4 HAIRPIN BAR IN COMPOSITE _ TRACK SPLICE LOCATION. _ 1 TRACK SPLICE LOCATION. I - 1 t,/' FNEDEU. 1 �1F NEEDED. DECK. SEE DETAIL 6/KS-9 4 t .- 1` • Ty, .K5' - Ty KS = ,r , II li / \ • \ O (TS) VERTICAL COLUMN. 4 4 (TS) VERTICAL COLUMN. J/ \fid/ Typ. - ' = \TS/ Tup. - I = SEE PLANS AND SCHEDULE '' SEE PLANS AND SCHEDULE SIDE VIEW MASONRY WALL.SY OTHERS. 0 / Typ. FOR SIZE AND LOCATIONS. FOR SIZE AND LOCATIONS. I I 16 11/ \ .- 16 I 1/. EXT.TRACK BELOW WALL BOTTOM ~ Typ. C,1• _ Typ. GI) Nr----� 0 0 0 o Column conn. @ Masonry 3 • O O N Gontinuou5 `� / \ Goninuous `� , 3/16- 1/ N 3/16" Ty p Ty p \I / r . • , 1 ARCHITECT INFO: TOP VIEW (... ....N. \ ` / KS' Typ • 1\ bo : ,-.-..-6. oz. \ 3 KS• • , • •— • • : . . _ A`t . • \ \ \ - .. - , 4 \ (TSP �. •, SUPPORT COLUMN ` - f .,_ - f. SEEP NS AND SCHEDULE FOR SIZE AND LOCATIONS. .l 0 �. '•• GENERAL CONTRACTOR INFO: �` - \ _ ��' T = WELD TO VERTICAL COLUMN. CONT. OUTTER TRACK, VERTICAL A7 •• • O' O ,. ^ 0 O / yp O 0 ANGLE, SEE SCHEDULE FOR SIZE _ _ ATTACH TRACK TO EACH SUPPORT I / . I 1 - I - I T , KS' / - I _ t COLUMN WI (3) #12 TEKS EA. LEG. (2) 5/8"O THROUGOLBOL , u 4 /4 / I II 'U' 16GA. BOCK 1 y / N T(6) TOTAL EACH CONN. / I GO T A 1r1 1 �1 • �. 1 �,r. /-- X-BRACING AT BACK OF THESE _ _ �p , i •\• _i (TS} VERTICAL COLUMN. ' #4 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 A ATTACH TO TOP AND BOTTOM OF X-BRACING AT BACK OF THESE TOP VIEW BOLTS AS SHOWN./ ' ` POST W/ (2) #12 TEKS EA. CONN. POSTS. USE 'L' 3"x3"x16GA. ANGLE. L'2"x2"x16GA. ANGLE 048" 0/C NOTCH ES VER EACHOTHER. -- II 11 ATTACHATOLTOPOAND BOTTOM OF TL�p. TRACKS W/H ATTACH LEGS TO{2) #12 TEKS EACH. ` I �CJ 1/lJ POST W/ (2) #12 TEKS FA. CONN. 410 / / 11_611 Blade Conn. To Exterior Wall Columns 4 Hair-Pin Detail @ Columns 5 OWNER INFO: ' ^ 11 / �i1 SC/—'1:',JC— ,J ~ `9 VC) A. THIS SCHEDULE IS FOR THE ENTIRE PROJECT SOME ITEMS MAY NOT BE SPCIFIED ON THIS r ______L_•_ PARTICULAR PLAN, SEE "MISC." COLUMN FOR MORE INFO. FOR EACH ITEM ON EACH FLOOR C11 1 =9 _ I O SHAPE W F Go. USAGE SPACING ANCHORS OIG MISC. . / 0 G1 G 6i1 2 1/2" 16 STUD FRAMING PER PLAN N/A T1 U 6 116" 5," 16 STUD TRACK N/A N/A (1) #12 EA. CONN. . Itb , , PROJECT INFO: �I BOTH SIDES •r r L 1 BACK VIEWSTORQUEST STORAGE • TS TS 6 , 6" 3/16 ' TUBE COLUMNS PER PLAN PER DETAIL SEE DETAIL 12740 S.W PACIFIC AVE. TIGARD, OR. 97223 T C2/IL 2" 2" 16 STUD TIES PER PLAN N/A SEE DETAIL r . ri BUILDING ° .4..1' .` tri ' • • T. " - BLADE FRAMING X1.1 SHEET NUMBER cy cy - BUILDING - BLADE SECTION - 2 .. BUILDING — BLADE SECTION - 1 .. . .. .. , L,- KS -9 SCALE = 112 = 11-0" SCALE = 1/2 = 11-0" c . BOTTOM PLATE RE-INFORCING DESIGN BY COMPOSITE PANEL LAPS: (1) #12 HH TEK 1 FLOOR DECK WW1 / SSF ENGINEERING NOTE: l i —PER PLAN PUNCH ACT SAME OSPAC ONG, TYP. ONill[ litt//; ORIENTATION HOLE PATTERN / K 4' PLACE 6x6-6/6 CONSTRUCTION IN ,r , „ 10" THICKNESS 8'-0" 8'-O" r eq. eq.1 WELDED WIRE MESH PER SCHEDULE 28177 Keller Rd. 3" e" 3" / .r _ Phone:877aGO9256 2 IMO y EQ. EQ. EQ. EQ. 1 B - (� .3RD LEVEL #4 8"0/C TYP. I (2 5 CONT. FULL 2 #4 ® 8"0/C TYP. (2 5 CONT. FULL q i I SPACING }z" # } # 6" MIN. NOTE: FAX:951-3014096 STAGGERED LENGTH OF WALL STAGGERED LENGTH OF BLDG. & �� o SPACING SPACING PLACE 4x4-6/6 �VA,���� �•'I y CA License No:580782 v� DECK REINFOR p 4 EARS 24" 0 C p 6 - °' o o - w o in re) O / / / / / / �� D krawri s c CHtructieG�o ked 13y: ' .•' ' Email:engineering�kiwiconstruction.com Fti / DECK REINFORCI VG F #4 BARS @ 24 O C a o WELDED WIRE MESH �� �il�,:..- . . ,..: (SEE PLAN) YTJ oTYP ® 8LONGSEE PLN � ° @ 8 LONG)( ) 0e � ,i .* "' This Drawing(Printed And Electronic Foe) J ry O' P Q J( L q' q ! I F I I I I I I I Ve And The Information Contained Within Are } v o • q a N 3>� {eie 4" �, — li I i I i >- T- TOP TRACK TYP. �``�i �� `` NOMINAL The Property a Kiwi II Construction Inc-,And T --- .. i� 7[j..- V V; __ YCT,il�X X��- " „ /� May Not Be Used Or Reproduced Without Thea. i . . , '�•--��r A I ! I I I I ice 'I ❑� ttl 4 e ° j} ° • a _ � I a' _ .'�" - °~n . e ' I I I I I 1 6x6 W1.4(W1 � PER PLAN A MM Wratten Permission Of Kiwi II Construction. 1L -Allitl WELDED WIRE ESH � ` ' e. • n c ` ..• .. I I I I I 1 0 IST LEVEL `tiAllori, D• %' #12 TEKS @ 24 0/ (TYP.) i �3' #12 TEKS @ 24" 0/C (TYP.) 1 4" SEE FOUNDATION PLAN FOR I I i I I• • , , » • ►•. , , „ t I 1 1 1Kiwi II Notes:�• ►., 1/2" THK. BOTTOM PLATE I REINFORCING LOCATE PLUMBING, MECHANICAL AND 2" DECK . ,4 L 6X6 X16 GA. CONT. L 6X6 X16 GA. CONT. (2) 1/2"0 ANCHORS (5" EMBED) l 11 I I I I I ELECTRICAL CONDUITS AND o •�! LEDGER EA. SIDE W/ 5 32" : -_I L i L _L_ PENETRATIONS © CENTER OF HIGH 2016-07-02 -Drafting Started -MTJ •4 / E ; LEDGER EA. SIDE W/ 5/32 I F.F. l I_ _ I I I 1 I I RIB OF DECK PAN ONLY 2016-08-19 -Review Set-CH • ••• . U (1) #12 TEK ® EACH RE-INFORCING DESIGN BY •� �• SHOT/PIN @ 24" 0/C (TYP.) RE-INFORCING DESIGN BY . SHOT/PIN @ 24" 0/C (TYP.) i i i i i i �` LOW PAN U.N.O. 2016-08-25 -For Submittal -CH SSF ENGINEERING % •i SSF ENGINEERING . •i " e 4 e • I I I I 1 I11/4 2016-11-01 PLAN CHECK ART Jr# 36 COVERAGE 1 •� �� T •� . a *� i.� 1 /P'* / v a • \CSC" I i I I I I I I I I f N 2016-12-08 -PLAN CHECK-ART Q •' •' •' '•' \ a . .. • ' -\ \F ',\ \ \' 2017-01-11 -Revised unit mix per ., 4 .4 .4 - \ \ NOTE: CONCRETE SUB-CONTRACTOR iii d \ � NOTES: 2017-01-30 PLAN CHECK-ART 3� CAD /i1 �! �` 1. CONCRETE TO BE MINIMUM 2.5" ABOVE TOP OF HIGH RIB INSTALLATION PER MANUFACTURER SPEC'S. ICBO ER-20.78' B TO BEND ALL DOWELS @DECK (TYP. @ n • d 2. PLACE 6x6-1.4/1.4 WELDED WIRE FABRIC IN COMPOSITE DECK AT MIDDLE OF CONCRETE COVERAGE. ALL WALLS) ° 4 FOUNDATION & RE-INFORCING DESIGN * 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 3/24/17 /N #4 BARS 8" O.C. * NOTE: A MINIMUM OF 2" DECK �r—�n O,—n„ 12 GA.ACONT. ANGLE !, - W/ 180' HOOK 30" MUST BE BEARING ® TOP OFCMU % PR+ 30" I EQ. I EQ. EQ. (] I V EQ. a. L\ 4" FLOOR , % M ' EF ; .. • t--- COMPOSITE `'� --77 ,,j— 16„ f 30" 2 #4 @ 8"O/C TYP. (2 5 CONT. FULL A r` �"" ) '-(2} #5 CONT. FULL #5 BAR CONTINUOUS '•- .- :_ i Q AP 1 i�"� _ �■I ,I>`N STAGGERED LENGTH OF WALL #4 @ 8 T0/CAGG P LENGTH OF BLDG. > A@ PERIMETER n i• a,, . X #4 BARS 8" O.C. . 18„ DECK REINFOR ''. �o esti 4 PARS ® 24 0/C DECK REINFOR 30" �o a� #4 BARS @ 24 0/C 4. EGdN X X f% 4 BARS c s" o.C. A (SEE PLAN) 24"� =o o� (TYP, @ 8 LONG) //SEE LAN}} 24° �� �° (TYP. @ 8' LONG}O. e �', 2rt rqdb .r� COMPOSITE L .. P .. 1 RE-INFORCING DESIGN BY MIN. !�\ WHA► �// •''` .... .', : p� r.. `�- y q SSF ENGINEERING 4 / / 4 /► FLOOR (-../1 .'. . tr II - - - ra x . r . °' - '. x' ° . + '°- ,; k 1 4"X1 3 4" ZAMMET �pa��y��y��.� RE-INFORCING DESIGN BY � / �� ::.'! • E_ = . ,•, a 4-^ P - a• I 41 d 4111111 • . WI": Jt tU? SSF ENGINEERING '�%, li!i%% i!• „ i :�i'% '.t1 ,r +�_ ,� .a. �. , � V , . ►�. #12 TEKS { 24 0/ (TYP.) h ,•' #12 TEKS @ 24 0/C ( P.) ` //, --.--•)•.' ') ' .. .%/r. /� ! - u' �i r r » `n ►� %%%i BEARING CONDITION //�� ..% . ': . .. _ ,r/ #12 TEKS CO 24 0/C (TYP.) //,, �;�� __ (%,; •�� L 6"X6 X16 GA. CONT. u !. .. AV --'L' 6"X6"X16 GA, CONT. CA) �--. --- :�' ' RE-INFORCING DESIGN BY :� •4 % �•� / '•• 1 410...-,: b•-•. �=`=..` �.� Q • �., LEDGER EA. SIDE W/ 5/32" %►.� 1 #4 BARS $" O.C. !,j SSF ENGINEERING of ` $ / I� r ` y V LEDGER EA. SIDE W/ 5/32" -- �yy/ 1$0' HOOK ,i ; #12 TEKS CD 6" 0/C (TYP.) ° " �4 ,•, SHOT/PIN C 24 0/C (TYP,) /►'i, SHOT PIN ® 24 0/C TYP. 12 GA. CONT. CONC. . , 4, 30' ,,,-, �"'� L 4 X4 X16GA. CONT. " •� ►�� Pi / / ( ) STOP •ANGLE r ��-" COMPOSITE � L' 4"X4"X1 4" CONT. X LEDGER W/ .138"0 x 1 SHOT L •� A.6 L �Am /////%s. e 4 FLOOR :� & PINS 12 O.C. �;� .i ER w w ♦ _ . i ..: /% ,� LEDGER W/ 5/$" X 5" EMBED. X •i;j►•• �•� #5 BAR CONTINUOUS •r• - '.1� • KB-3 EXP. ANCHORS @ 24 O.C. X X .4: Ie! RE-INFORCING DESIGN BY %A-RE-INFORCING DESIGN BY t @ PERIMETER Q •.•i X /►! ,. ' n i . . e .� ►.! SSF ENGINEERING ,j►•! SSF ENGINEERING r MIN. A A BEARING CONDITION B NON-BEARING CONDITION X X RE-INFORCING DESIGN BY A " SSF ENGINEERING ‘ . a /1 4X1 1/4" ZAMMET B NON-BEARING CONDITION NOTE: CONCRETE SUB-CONTRACTOR TO BEND ALL (/:? :\/ BEARING CONDITION �� ^^^ NON-BEARING CONDITION DOWELS @ DECK(TYP. @ ALL WALLS) B . Floor Deck At Masonry Wall 9 Composite Deck Over Masonry Wall / Lintel 8 Composite Deck Over Concrete Wall 6 30" 30" 16„ — #5 BARS ® 12" 0/C �� , 1 #4 BARS ® 8" O.C. ;� ' � 16 (60" LONG} ' ARCHITECT INFO: #5 BARS @ 12" 0/C X � #4 BARS 8" O.C. COMPOSITE (24"x24") 4j FLOOR •., . . ..•. COMPOSITE DECK RE-INFORCING DESIGN BY4E/y ��i • • •-', t ' -. -+;.7.. .':. :„ - ,.:`4 :: .:,, - - - - r - -- SSF ENGINEERING '!'"A r', /J� ; ,'% �4 •.. I. %.. .: -..::. ., -..- L - . -:i� #12 TEKS c� 6" 0/C AT WALL 4�/\�\ \ \* \ \ \ \� -4:...*. .- . / ••y. r '' - / \ • 4 .• • 'L` 4"X4"X16GA. CONT. 3' 0/C AT EXTENSION TO DECK �►,�� RE-INFORCING DESIGN BY / %\�Y•>. ►� '� ' LEDGER W/ .138"0 x 1" SHOT 'L' 4"X4"X1 4" CONT- RE-INFORCING DESIGN BY' / , ;: ..4, 3 ' ;J''' . SSF ENGINEERING / , \ \ . „ .. •_ & PINS t2" O.C. #12 TEKS CO 6 0/C AT WALL LEDGER W/ 5/8" X 5 5/8" EMBED. _' SSF ENGINEERING'.\/�/�/� ;� .. - , V 'i 3" 0/C AT EXTENSION TO DECK HY-70 EPDXY ANCHORS ® 8" O.C. \/\/ ` GENERAL CONTRACTOR INFO: 'L' 4"X4"X1/4" CONT. X �2 LEDGER W/ 5/8" X 5 5/8" EMBED. X X � HY-70 EPDXY ANCHORS @ 8" O.C. X X MIN BEARING CONDITION 1B� NON-BEARING CONDITION A BEARING CONDITION A 9 � � NOTE. SEE 3/S3.2 FOR MORE INFORMATION. /3\ 13 12 11 Composite@Retaining 10 / Floor Deck At MasonryWall AT DRAG LOCATIONS Deck Over Ext. Framed Wall Wall PROJECT INFO: STORQUEST STORAGE 12740 S.W PACIFIC AVE. TIGARD, OR. 97223 DETAILS L,J L1J oc SHEET NUMBER ix 0 19 18 17 16 15, , . STITCH SCREW AS REQUIRED SEE PLAN FOR FLAT PANEL ----- 1111 PER SCHEDULE (SEE FLOOR PLANS). ALTERNATE -WHEN SHEARWALL IS BETWEEN LOW-PANS WALL LOCATIONS 112 SCREWSWW/ /��1 FOR POST ORIENTATION SEE FLOOR .. . 2nd F F. COMPOSITE DECK -• �i PLANS. w• 3" MIN- • - k".-r `; , cra • - it. , t � \ 1—����r` r� ;•: CONSTRUCTION IN ! 16GA- TOP TRACK. BEARING • �\ ATTACH TRACK DIRECTLY '• // TO PLATE & PLATE TO PRIMARY-WHEN SHEARWALL I• cEIKS I � iTOP TRACKJ28177 KellerRd.12 PER S.W. SC112" Wxt8 Go. PLATEMurrieta,CaiifR 82563 i(� f COMP. DECK ON LOW-PANS Phone:an ca9iwi-2 _\ CONTINUOUS 1 12 TEKS FILLER PANEL, IF NEEDED. I I Q FILLER PANEL, IF NEEDED. I EACH CONN. . y �,CH CONN. � CA License No:580782 { ) FAX:851307-0096 3-. TOP VIEW r I I, www.kiwiconstruction.com .TflP V1EW Email:engineering�tciwicanstruction.comSi . a\\ O POSTS PER PLAN Drawn By: CH Checked By: .- ❑ •, 16GA. TOP TRACK. int: i Date Started: 2016-07 he ■ . \ „- ,,.s ,,, — ATTACH TRACK DIRECTLY Kiwi II Shop Drawings Property of Kiwi II Construction, •ti ' \ FILLER PANEL, IF NEEDED. €0 PLATE & PLATE TO U' PANEL PARTITION I I This Drawing(Printed And Electronic File) #�# iCOMP, DECK I I Property And The Information Contained Within Are The Pro a OF Kiwi 11 Construction Inc.,And . �� `` I 14•4. '41 .,,,..14.,,,N,,,.....,.. _ ;May Not Re Used Or Reproduced Without The 0 { / 1 E METAL SHEARWALL, PER PLANS Written Permission Or Kiwi II Construction. CIA %I % l - POSTS BRACE MID--IEIGHT) !` • \ POST PER PLAN I PER PLAN SCREWS €�/E(2) STUID POST PER PLAN 1 h\ Kiwi II Notes: %,,, i CONT. 16GA. BOTTOM U-PANEL AND CONNECTION PER PLANT n 1/4"0 TITEN ANCHOR i TRACK OR CORRIDOR PANEI CONT. BOTTOM TRACK I I � ' ' \ SPACING PER SCHED. /PER p ' 201607-02 -Drafting Started -MTJ 1/4"0 TITEN ANCHOR I I #12 TEKS PER S.W. SCHED. 201608 19 -Review Set-CH LI-PANEL !a I ' ON PLAN SPACING PER SCHED. ANCHOR PER S.W. PER PLAN `\ FRONT VIEW _ ON PLAN `.� f i i SCHEDULE ON PLANS 2016-1a 01 -PLAN CHECK -ART 3 -0 v . d \ d I \ 1 t LEVEL 1) • 2016-12-08 -PLAN CHECK -ART/\ rr - a , 4de 4 4 a d � . . 11., . 2017-01-11 -Revised unit mix per A e d a e • e e PER PLAN PER4PLAN PER PLAN pER PLAN 2017-01-30-PLAN CHECK -ART 3e TYP. PANEL OVERLAPa ,, 1.., -. A Bottum Track DetailQ BOTTOM TRACK #12 H.H. TEK PER SCH. [OS Bottom Track Detailn A ° d A FD:>_) PER PLAN (SEE FLOOR PLANS) [6''Gc:- /L\ e e 3/24/17 U-Panel Profile & Connection 7 1st Level - Longitudinal Shear Wall 4 1st Level - Transverse Shear Wall '1 SEE PLAN FOR FLAT PANEL I IR f ALTERNATE -WHEN SHEARWALL IS BETWEEN LOW-PANS WALL LOCATIONS '12 SCREWS ` % . • 3rd F.F. COMPOSITE DECK +� ' E�• ' 16GA. TOP TRACK. Ara 3" MIN. - -� i •.._;; , t :,-;<%'s- ,.� `'' t a'; ATTACH TRACK DIRECTLY • BfARINGt �h fy : ` • 1 TO PLATE & PLATE TO ( 12" W x 18 Ga. PLATE PRIMARY-WHEN SHEARWALL I ' I{ ( # COMP. DECK CONTINUOUS ON LOW-PANS FILLER PANEL, IF NEEDED. 1 1 TOP TRA K pREGON 'L'1BGA. CORNER TRACK W/ 2 EACH CONNK FILLER PANEL, IF NEEDED. I i ` • EACH 12 TEKS #12 TEKS PER S.W. SCHED- .y�� ?O lgdb 1 Y" LONG TEK SCREW. TITEN ANCHOR ® FLANGES STAGGERED TOP VIEW 'Ir r- li - SEE S.W. SCHEDULE FOR SPACING. I TOP VIEW I \_16GA. TOP TRACK- I - POSTS PER LAN a A FILLER PANEL, IF NEEDED. ATTACH TRACK DIRECTLY 'U' PANEL PARTITION - I I � �` ——u _j d _. _:.:�_.. TO PLATE & PLATE TO Ian — [ COMP. DECK e �I�. I I METAL SHEARWALL, PER PLANS 0 LONGITUDINAL S.W. LONGITUDINAL S.W. a B - POSTS BRACE (.ID--hEIGHT) �� ----._ - . PER PLAN W/ (2) #12 - - - - - POST PER PLAN C' I --s----POST PER PLAN SCREWS Tti . STUD � � LR U-PANEL AND CONNECTION PER PLAN----�[ I7CONT. 16GA. BOTTOM CONT. BOTTOM TRACKSTART & STOPPARTl0N TRACK OR CORRIDOR PANE! PER PLAN #12 TEKS PER S.W. SCHED.v) ANCHOR PER PLAN ANCHOR PER PLAN ANCHOR S.W. w Z SCHEDULE ON PLANS FRONT VIEW III _, I I 2nd LEVEL CONTINOUS PARTITION 1- ii:L . ". dTRANSVERSE WALLS. I -- d `y i r ° �'� PER PLAN PER PLAN ! PER PLAN PER PLAN I eke e CD Bottom Track Detail ._ v Ok Bottom Track Detail -� BOTTOM TRACK cy le 7 I I Shear Wall intersection 8 2nd Level - Longitudinal Shear Wall 5 2nd Level - Transverse Shear Wall 2 ROOF DECK PURLIN — — PER PLAN INTERSECTION AT MID SPAN GIRTROOF DECK c-- • — — ROOF_ DECK --�� - - • . _ _ _ . -� PURLIN PURUN0 \ / ��PER PLAN PER PLAN i DRAG STRUT I '4 7)-(- ',I' —'- 'J' VERTICAL GIRT — — 111 • PER PLANWitip I I tpRAG STRUT / ARCHITECT INFO: IlL I DRAG STRUT �PURLIN PER PLAN FILLER PANEL, IF NEEDED. PER PLAN I I ;— PER PLAN l 'L' CORNER TRACK EA(3CH CONN.S I I FILLER PANEL, IF NEEDED. eA I II TOP VIEW O I (2)AT 1/4I "0 11T N ANCHOR A I I 0 ` , 1 I . POSTS PER PLAN #12 X 1 1/2" H.H. TEK I _r\I____ I ( METAL SHEARWALL, PER PLANS PER SCHEDULE ON e - - - PARTITlON FLOOR PLANS I U-PANEL AND CONNECTION PER PLAN PANEL POST PER PLAN OR CORRIDOR PANEI y U' PANEL PARTITION — — — — — _d POST PER PLAN i TOP VIEW • I I II � F ' GENERAL CONTRACTOR INFO: Evi (2) 1/4,, TITEN ANCHOR I POST PER PLAN L' CORNER TRACK AT EA. POSTS CONT, BASE ANGLE CONT. BASE ANGLE I r I I I -#12 TEKS PER S.W. SCHED. PER PLAN 0 PER PLAN I ;0 I I I I I I' #12 X 3/4" H.W. TEK I FRONT VIEW p_ (2) 1/4"0 TN ANCHOR TEEA EA. I , I I PER SCHEDULE ON I �� I - 3rd F.F. I CEE POST ..= �,` 1 N CD—Lj\i-- Li-4 _ FLOOR PLANS 4 •= `� E. ;'N' 'F :'+ ,r, 1.. -... . ; SEE PLAN FOR SIZE Io d w . • t t . St ORIENTATION I e d-a— — " o � el :.�� — a II I PLAN PER LAN ALTERNATE DETAIL ' A 7 B A eOi BottomTrackDetail BASEANGLEEBouomTrackDetaibi I PER PLAN Corner Track & Vertical Girt Connection 9 Roof level - Longitudinal Shear Wall 6 Roof Level Transverse Shear Wall (Base Angle) 3 CLIMATE TOP TRACK U-PANEL ,- y CONTROLLED 4' PER PLAN PARTITION e AREA I�'`/�► .: 4,P0 +44•• INSIDE �dIE� r' �� � � � OI4►�� � TOP TRACK • #4**4* 4*$ CLOSURES 04� 'I4�I 1 PER PLAN VAO441 4Ve#4* CEE POSTS 4. 414,o!t4,* , 12 H.H. TEKS. PER SCHEDULE �4�fI��'y44#44,1 4�����0�4�E�I� ` PER PLAN 4� �����`!I��� DIA.(X) 1/IN # __ — J 'L' CORNER TRACKJ 'L'1 1/2"x2 1/2"x18GA. 66666666666666- MO666666665O6 i I'' TOP ANGLE. 12" LONG. ► J : / ' PROJECT INFO: L .LvI \ 'J' VERTICAL GIRT k 5' O.C. (TYP) • CEE POSTS - CEE POSTS INSULATIONINSULATION PER PLAN PER PLAN PER PIAN PER PLAN 'U'-PANEL PARTITION Y STORQUEST STORAGE 'L' CORNER • _� NON-SHEARWALLS ONLY. TRACK U-PANEL SEE PLANS FOR LOCATIONS. 12740 S.W PACIFIC AVE. • PARTITION - x L' CORNER I I fi TIGARD, OR. 97223 TRACK x 11 INSULATION (1) 5/32" DIA. X 1" PIN x / ••ilr41/44144641111e Z666666PER PLAN 'L'1 1/2"x2 1/2"xI8GA. DETAILS _ BASE ANGLE. 4" LONG. 4- * OI4.�0141►�4` I014'14��OI, a . r x w 44���4�I4o4# i �4�I4.��OI4.�� a 4 a d #12 TEKS PER I. U'-PANEL PARTITION CLIMATE 2I4►44���4'I w44�44 4461 CLIMATE (SEE NON-SHEARWALLS ONLYLir . 4�I rr 449 444 CONTROLLED ^ ° SCHEDULE SEE PLANS FOR LOCATIONS. AREA +I 4.4•4 IO�Ip���s'� AREA FLOOR PLANS) SHEET NUMBER cc '� Climate Controlled Wall 12 Vertical Girt @ Floor System '� - Corner Track @ Floor System - ( 'U'-Panel ) 1 Q_, ,. D 2 14 3 z----...,----....---..�. . .--.,-----....-----.....----..-----...-----....-----....-^, -�.--....----..-----.,--�r-ti.-..--..-.r-ti r r r-.------....-Th.-----...----•"Th��r�r 1.-�. . "�-r--,n - ,-- _ n_r � I r PARTITION WALL PANEL PER PLAN. '�• EXTERIOR CEE POSTS 'l HANGER ANCHOR SCREWS THRU-BOLT HANGER ANCHOR SCREWS SIMPSON PAB START AND STOP PANEL AT DBL. POSTS 12 TEKS PER SCHEDULE - .7kivoil...„/„Art„,4),S LTT20 1 2"� 8 10 8" - -0 - -- PAB- # (SEE PLAN FOR SIZE & �, ( / / ( ) ( ) # ) ON FRAMING PLAN. / SPACING) •� IS/DTT2Z 1/2"0 (8) #14 8" - -0 (-) #-- PAB- ) / �..6i% CONSTRUCTION IN \ 'L' CORNER TRACK / 28177 Keller Rd. it _ :4 HTT4 5/8"0 (1$) #10 $' „ ., Murrieta,Calif.92563 rig' 1 W/ #12 TEKS I§ 12 0/C. (A) CMU WALL Phone:877-GO-KIWI-2 t ti C �HTT5 5/8"� (26) #10 8" STUD L' CORNER TRACK TO #12 TEKS 4 4 FAX:951-301-4096 ( EA. CONNECTION LOW �� CA License No:580782 HOLD DOWN PER PLAN ■ 14 OR #10 SCREWS " PER. S.W SCHEDULE `� BY OTHERS Emaiken ineerin PERIMETER WALL W/ www.kiwicanstmction.cam ( (2" LONG) #12 TEKS, s g�kiwiconstruction.com THRID-BOLT PER TABLE p' ' 'k.\"/ " IL_ Drawn art CH checked By: ( I - _ _ _ PER SCHEDULE ON PLANS. •• " Date Started: 2016-07-02 E l ■ BOTTOM TRACK-- • #14 SCREWS / ( LINER PANEL, PER // j' L' 1 1/2"x2 1/2 x 18Ga. CORNER TRACK Kiwi II Shop Drawings Property of Kiwi II Construction, .. •, ( \ 'V ,3 y. , 4 • •.. ,i This Drawing(Printed And Electronic filet a W. / rr 1 �,, SCHEDULE ON PLAN A � �� TO CMU WALL W/ (1) 1/2 x3" EMBED. And The Information Contained within Are l 2 EXP. ANCHOR HOLD DOWN PER PLAN STUD ! KB3 ® TOP MIDDLE AND BOTTON The Property Of Kiwi II Construction Inc.,And ( . . - ,'\. DB . P ---- 4 .'•.: ., ' S ' • May Not Be Used Or Reproduced Without The y y PER SCHEDULE I . Written PermissionOf Kiwi II Construction.It: TABLE I _ EN• MALa ;' ii i 2" PANCR BOTTOCK (1)57 = ,.:;, © TE AND BOTTON 2016-07-02 -• ( - A B / �' ::' '' • 2016-08-19 -Review Set-CH ( FINI5H FLOOR — / ���'� 201fi D8-25 -For Submittal CH L CORNER TRACK TO BEARING a 4 a 13) ', f , CMU WALL CELLS TO BE ALL FULLY 2016-1208 -PAN CHECK -ART • 4a / WALL POST & PARTITION w/ . 4PLAN CHECK ART n 4 ) I- 1 -� #12 TEKS PER SCHEDULE, & X ; �;'. ( TOP TRACK- GROUTED ( COMPOSITE DECK.- • ° • d a L— / TO TOP & BOTTOM TRACK W 0 4 a 1 '� I / wwTi� 2017 D1-i 1 -Revised unit mix per (2) #12 TEKS. ik"VPI"3 2017-01-30 -PLAN CHECK -ART Q HOLD DOWN PER PLAN 4 4 d a o 4 L / ( (TO MATCH HOLD DOWN ABOVE} Z STUD a ° ) DBL. POSTS !- / ' r a SEE PLAN TOP VIEW TOP VIEW r( #14 OR #10 SCREWS / l ( /N Hold Down Conn. @ Floor Deck L\ Hold Down Conn. 4 ) Corner Track @ Dbl. Post 3 Partition to Exterior Metal Wall 2 Partition to Masonry Wall 1 3/24/17 'C' 6"X3.5"X12 GA. BEAM HANGER. (BASEMENT. & NOTE: PONY POSTS & BOTTOM TRACK NOT SHOWN FOR CLARITY. 2WX18 GA. COMP. DECK 1ST FLOOR 'C' 4"X3.5"X12 GA. BEAM HANGER. PLAN 2Wx18 GA. COMP. DECK TOP TRACK PR) CEE BEAM PER 'U' 12 GA. CONT. PER BEAM SCHEDULE �I� (2ND & 3RD FLOOR) BEAM TO HANGER W/(6) .. A B �� ¢1 F U' 12 GA. CONT. i ' AA TOP TRACK `#]2 HH TEKS, EA. PER BEAM. HANGER TO CMU TOP TRACK x : 13 + di W/ (3) 3/40 x5-5/8" EMBED KB3 ANCHORS. i PER PLAN I' '� ,,s•0,40.* ac „ / , / CEE BEAM PER ��� ALT. 3 3 4"� TITEN HD A PLAN 44:0,....„. -4, ,,i1 O / ASONRY WALL /� , �i��;I� SIMPSON ANCHORS -� •-a---------""BY OTHERS 4- '41.# •••14 �� 4%,•OR pREGDNeb #12 HH .....- ..--• i/ i %�����,1��!`1 4;:44_°. ,,q TEK. (TYP.) "B" i i ' ���•�•��I� X11 ��i' `j'tl \` WHA - •,' x �r-?� ,II% ; �•��� `Iii r BEAM TO TRACK W/ . .� '.--- .I ����i `E�� ` �.! ` X11 gun+ililiiiiiisulill �I. ���i `f1`.1, �I �.�j- � (1) #12 TEKS AT 12 0/C. AMA 15 71 jr if O II i • t, • Hi i l'IL1litiltlNHHi1i / i \ ► 10. 4.41P.4%4444•� �� ++ ���� / DBL "C» POSTS/STUDS -----f= 'a j! I / . . ° 111 ° L�` DBL CEE POSTS DBL. 'C' BEAMS ® EA. / x} ,, (TYP.) 1 minimum - PER PLAN SIDE OF DBL. 'C' POSTS. II } V DBL. CEE BEAMS + DBL. 'C' BEAMS EA. SIDE OF / SEE TABLE FOR #12 TEK / DBL. 'C' POSTS SEE TABLE FOR co PER PLAN \. QUANTITY & PATTERN BEAM TO TRACK W d' �aI •� /\ #12 TEK QUANTITY & PATTERN • DOUBLE BEAM (SEE a INDIVIDUAL BUILDING FRMING_ �- (1) #12 TEK, AT 12" 0/C. PLAN FOR SIZE & GAGE 'i NOTCH BEAM LEGS �` CMU WALL TO BE ATTACH BEAD WEB TO k DBL. CEI POSTS (1) #12 TEK, \ (1) #12 TEK 12" 0/C a FULLYSOLID GROUT DBL POSTS LEGS W/ - PER P X12 0/C VERTICALLY, -• DBL »C" POSTS/STUDS VERTICALLY, STAGGERED 2" OFF C.L. Co STAGGERED 2" OFF C.L. TYP. DIM "A"=1 1/2" MIN. SIDE VIEW ATB M ($) #12 TEKS EA. CONN. CEE BEAM PER / ( ) , + 1 .5" 6" 1 .5" X TOP VIEW DIM "B"=1 1/2" MIN. HANGER LOCATION. 1 DIM "C"=2" MIN. ISO. VIEW PLAN _ #12 TEKS 'U' 16GA. CONT, x NOTE: X = WIDTH OF POST '� �. �� PER BEAM SCHEDULE BOTTOM TRACK '�.;a DOUBLE POST BASE CLIP 9" LONG f e W/ (2) 1/2"0 EXP. ANCHORS 6" O NOTE: AT BEAM HANGER TO METAL WALL - SAME & SPACING TO BE DBL. CEE POSTS MIN APART , , -, # 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. 5 C ... ,.... , ..,. ...., ... ...,�A v DBL.. MC3x7.1 BEAM v v v ` . • =_=� 'L' 2"x2"x18Ga. CONCRETE STOP 'L' 2"x2"x18Ca. CONCRETE STOP NOTE: LEDGER NOT SHOWN FOR CLAIRITY AIR DUCT "BY OTHERS" CONNECT To DBL. STUDS W/ (1) HILTI X-EDN19/THQ12 SHOT & PIN ® 12" O/C. WITH (8) #12 TEKS EA. END & T4 1 (1) #12 SCREW AT 12' O.C. CMU WALL TOP TRACK W/ #122 12' 0/C. / (NOT BY KIWI II) 2W COMPOSITE FLOOR DECK 2W COMPOSITE FLOOR DECK- 2W COMPOSITE FLOOR DECK COMPOSITE DECK TOP TRACK 2W COMPOSITE FLOOR DECK 2W COMPOSITE FLOOR DECK TOP WITH (1)2#12GSCREW ATa. E12" .E SO G ( . :...- - ... 'i.:.•:)•• •?: . - ARCHITECT INFO. •.‘ � :f ::' ) . _,, . 111 • . .. .. •••• •.•. • ..�_' �_ � + - .. .'.' t r .,•.'a/'. •. ■ - • - - .■'. a. :::7'.: _ Z � - - - ,� _ i ! .a_ -� _f r. - rte. _ r�Vy1! 4 w 4 A ! ! • a . y`,� ,l 1 Nr - a:1',' `..a,:• { 11014 F. ..> ..J .,..Ai _•: ,-. ..t : .I ..._.a : - . LU . .•4:' '• r : • w -`r-. _ ,..ii��. .'r + +L,. .a r. S: LiJ ( 1 1 I A • . A Sa 1 •.S r • ' w TOP TRACK 1 i -., • Es '-, - ` J \. •.• : :: . • I \: �� I • ►• •..� ` /I DBL MC3x7.1 BEAM ! WARM I♦ ' .---b r — •— — — — — — 'iii ` .. CONNECT TO DBL. STUDS W L _ r / w O O e (8) #12 TEKS EA. END & TO I / ► �' COMPOSITE FLOOR DECK44 %kellTOP TRACK W/ #12s ® 12" o/c. } _ COMPOSITE FLOOR DECKII 1 (1) HILT( X EDN 19/TH412 (1) #12 SCREW EA. LOW PAN- PER SCHEDULE CEE BEAM SEE I 1 'I:r ± SHOT & PIN ® 12" 0/C. PER SCHEDULE ( ®� (STAGGERED) SCHEDULE FOR SIZE) \ WIDE FLANGE BEAM ✓ l TOP TRACK W/ (4) #12 TEKS ---\ Ilk N. PER PLAN. IL ) , ,� PER SCHEDULE ON PLAN MIN. TO POST � �; • . (2) #12 SCREW AT 12" O.C. W/ #12 TEKS {� 12" 0/C. ►•r 11 ) i TO BEAMS. GENERAL CONTRACTOR INFO: ( BEAMS PER PLAN- TOP TRACK ,� ,. II a k I • •. TOF TRACK PER FLAN— PER SCHEDULE ON PLAN �# NOTCH TRACK 0 DBL. STUDS AND W/ #12 TEKS ® 12" 0/C :, .•,� ATTACH LEGS W/ (1) #12 TEK ) (4) #12 SCREW AT 12" O.C.- TO BEAMS. 'L' 4"X4"X4" LONG 12 GA. BEAM : . AT EA. C)NN. ,00-14 11 i ` •GEE POSTS PER SCHED. ON PLAN HANGER TO MASONRY W/ (1) I # , 4t r•� l LOW POST -I DBL. POSTS -/ ) 5/8"0 ANCHOR (Sc (6) #12 TEKS .„� '•, cI I SEE PLAN I SEE PLAN I ) NOTE: HILTI X-EDN19 THQ12 SHOT & PIN ATTACHMENT IS TYPICAL WITH ALL TO CEE BEAM ` DECK CONNECTION TO HEAVY GAUGE BEAMS. 10 12” 0/C. ( NOTE: VERIFY EXACT OPENING SIZE AND LOCATIONS WITH MECHANICALS. A 1 NOTE: SEE MASONRY SCHEDULE FOR REINFORCING. Framed Opening @ Air Ducts 14 Steel Deck Transition At Wide Flange Beam 13 Steel Deck Transition At Light Gauge Bearing Wall 12 Steel Deck Transition @ Bearing Walls 1 1 Single Beam to Masonry Wall 1 O _ � TOP VIEW / COMPOSITE DECK • .-•• '': PARTITION PANEL PER SCHEDULE. - >T CONCRETE WALL >r •.,.,•a•• �.:-.,?-.;.:..:.-:- :. #12 TEKS 1.:-�'._.:-=•- / I CEE POSTS PER SCHEDULE , PER. S.W SCHEDULES ��`• BY OTHERS �� ' I . dj� / LINER PANEL c' INTERIOR PERIMETER •v' r "` = ; 11111\411: �� CMU WALL CELLS TO BE ALL FULLY'�;' . L' 1 1/2"x2 1/2"x1$Ga. CORNER / 'U' BOTTOM TRACK TYP. TO POSTS W/ (1) #12 � GROUTED {•_ , TRACK TEK EA. SIDE - -,- - 4 ''' •=' ':: ., TO cMu WALL w/ {1) 1/2"� x3" c L' 12GA. CLIP BEAM , _ PROJECT INFO: • `: '.: : PER PLAN .• ' .. �! EMBED. KBTZ ® TOP, MIDDLE AND Qv 'L' CONCRETE STOP W/ 1" RETURN LIP, TO TOP W/ (8) #12 • •'._ ,.►j '=` ' BOTTON TRACK W/ #12 TEKS ® 24" 0/C TEKS TO DECK. ' '� :'Y�•' 1 L ' `��__4 STORQUEST STORAGE • ' x �:-' • 12740 S.W PACIFIC AVE. ' COMPOSITE FLOOR DECKING 1 X'':.. x •: (1) 1/2" x3" EMBED. K83, TIGARD, OR. 97223 'U' TOP TRACK TYP. TO POSTS W/ (1) #12 TEK L 2 x2'x12GA. BRACE X o TOP, MIDDLE AND BOTTON ;,' �(1) 1/2"0 x3" EMBED. KBTZ@ TOP, 1, EA. SIDE ANGLE ® 48 0/C. ATTACH `a6V �'.1-'", . MIDDLE AND BOTTON EXTERIOR FINISH PER ARCH'S TO PONY POST & CLIP W/ ` • '�`": 4 12 TEKS EA.. X. R ; ,__ . i - \ CEE POSTS PER. SCHEDULE ON PLAN ( ) # -• CMU WALL CELLS TO BE ALL FULLY 'L' 8"X1"X26 GA. FILLER PANEL ABOVE PARTITION EXT. PONY POSTS © 24" 0/C. I DETAILS •..:,:.-_.: - GROUTED ATTACH TOP TRACK TO W.F. BEAM '14' # ::. '�` i LINER PANEL 0 INTERIOR PERIMETER W/ (2) #12 TEKS 0 12 " 0/C. _-_ w 'U' PANEL PARTITION w STORE FRONT - TOP VIEW ix BY OTHERS SHEET NUMBER cL 0 LL 19 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 D3 , . i II 'L' 12" CLIP W STEEL BEAM /1/2 HT. , , II 6 #12 TEKS EA. CONN. "FULLY GROUTED CELLS SEE PLAN / �//y ( } 3/16 � kiwil, � II "BY OTHERS" II / beamperplon COMPOSITE DECK � 1 3/16> ZlerRd./ T & Bl(C) A Murrieta,Calif.92563 i(�' f BEAM (SEE &v./7- 1 1� / ILPhone:877-GO-KIWI-2 y PLAN FOR SIZE) 3 8" STIFF. PLATE 4I I _ . -A'.. + 4 • J FAX:951301-0046• .• EA. SIDE77+ ` - _ CA License No:580782 1. - ,� - '•� + -(; - - Y a+ --- — - T� www.kiwiconstruction.com WIDE FLANGE Email:en Ineerin iwiconstruction.com ��.r 5' MIN' BEAMDrawn By: CH g�Checked By: rfili beam per plan .� 1 3/4" THK BEARING PLATE 1/4 V 4" 1 1/2" Date Started: 2016-07-02 ❑ :.• ❑ / Kiwi II Shop Drawings Property of KiwiII Construction, t•: II TOP VIEW (1) HILT/ X-EDN19 ` FULL WIDTH OF BEAM STEEL POST , - 3/4" THK. BEARING PLATE FULL This Drawing(Printed And Electronic File) J7> —• II �� W/ 4-1/2"0 BOLTS (A307) SEE PLAN And The Information Contained Within Are THQ12 SHOT & PIN } 1/4 VWIDTH OF THE BEAM FLANGE (4 The Property Of Kiwi II Construction Inc.,And \, '4 • � 4 r— n May Not Be Used Or Reproduced Without The @ 12" 0/C .. • 4" V 1/2" MIN.) W/ 2-1/2"0 BOLTS Wntten Permission�f Kiwi II Construction. ❑ .5 4 . (STAGGERED) 10 . * 1" DRY PACK • STEEL POST II WIDE FLANGE BEAM 1 ♦ SEE PLAN • [ , N r •• -�— Kiwi II Notes: ° ° --- 2016-07-02 -Drafting Started -MTJ beam per plan ' ;= � o CONNECTION SCHEDULE ° ��� �� 0 0 2016-08-19 Review Set-CH ��° : �� 11 BEAM TAB PL. TAB FL A325-N 2016-08-25 -For Submittal -CH ° 5"x12"x3/4" THICK PLATE W/ 1/2"0x2" • DEPTH THICKNESS WELD BOLTS ' '- -"' " " ' BEARING CONDITION • ' = . • W4x, W6x 3/8" 1 4" 2-3/4"0 0 0 WIDE FLANGE 1 HEADED STUDS FOR BEAM CONN. 8"x12"x1/2" THK. 2016-11-01 -PLAN CHECK -ART r , & (2) 5/8"0x5" EMBED NELSON ♦ ;. N ♦ / PLATE EACH SIDE W/ k BEAM 2016-72-08 -PLAN CHECK -ART STUDS INTO FULLY GROUTED CELLS ♦ . W8x, W9x, W 10x 3/8" 1/4" 2-7/8 TOP PLAT BOLTS PER SCHEDULE 4" 1 1/2" 2017-01-11 -Revised unit mix per 'L' 12" CLIP W/ ♦ ; • ♦ W12x 1/2" 1/4" 4-7/8"0 3/4" THK. BEARING PLATE FULL WIDE FLANGE BEAM (6) #12 TEKS EA. CONN. • •• 1° / / WIDTH OF THE BEAM FLANGE (4 1�4 I'`' W14x, W1 6x 1 2 5/16" 4-7 8"� (ENLARGED) STEEL POST 2017-01-30 -PLAN CHECK -ART SEE PLAN FOR SIZE - `•. W18x 1/2" 5/16" 5-7/8"0 SEE PLAN 1/2" MIN.) W/ 4-1/2"0 BOLTS FRONT VIEW NOTE: HILTI X-EDN19 THQ12 SHOT & PIN ATTACHMENT IS TYPICAL WITH ALL • — W21 x 1/2" 5/16" 6-7/8"0 (A325N) DECK CONNECTION TO HEAVY GAUGE BEAMS 12" 0/C W24x 1/2" 5/16" 7-7/8"0 Dbl. Cee Beam to I - Beam Conn. 4 WF to Deck @ Bearing 3 Beam Pocket Detail 2 WF - TS Top Plate Connection 3124/17 0 TOP PLATE STIFF. PLATE FULL HEIGHT STIFF. PLATE FULL HEIGHT -WIDE FLANGE BEAM. PER PLAN 1/4N I ENLARGED/ PER SCHEDULE WIDE FLANGE BEAM. PER PLAN PER SCHEDULE ATTACH "C" BEAMS C� 0 I WELD TUBE TO STEEL TO TUBE WITH #12 TEKS + PR i 1 ., :,\� ,,r— Ti ' '�, , ' , A )1/4 ) < -BEAM FLANGE. PER SCHEDULE. FOR BEAM SIZE) l,Cl,t E �I 4 + # . ' + / 3" TYP. * * 3" TYP. / (SEE t /, + 4- • 4- • 3\ 1/4„ o N � G'`��� �, � cc pRI�GdN id . SIDES/ 1/4"( � ; �� �� � ;46 d �j201/4" TUBE �� \ BEAM PER PLAN , 10x12 x1/2" THK. PLATE (1) SIDE I ,. WELD PLATE TO SMALLER BEAM. IIs�cTloN A-a / Dohs: 3\ 1/4" f I # \ "2 BOLTS PER SCHEDULE � BOLT TO LARGER BEAM PER WIDEFLANGE 1 1 BOLTS PER SCHEDULE SIDES "< 2 1/2 3 2 1/2" 1/4" > < '''' ''.4 SCHEDULE BELOW. 7711 BEAM / 1/4 2 1/2 3 2 1/2" 4" 1 1/2" ; 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 0/ mo mA A o � o BEAM TAB PL. TAB PL A325--N (A325N) BEAM TAB PL. TAB PL A325-N BEAM TAB PL. TAB PL A325-NI tea. gip' gip' DEPTH THICKNESS WELD BOLTS DEPTH THICKNESS WELD BOLTS DEPTH THICKNESS WELD BOLTS } 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: W8x, W9x, W1Ox 3 8" 1 4" 2-7 8"0 NOTES: WSx, W9x, W 10x 3/8" 1/4" 2-7/8"0 1- MINIMUM EDGE DISTANCE Fob W8x, W9x, W10x 3/8" 1/4" 2-7/8"0 1- MINIMUM EDGE DISTANCE F,0113 / / / ALL BOLTS SHALL BE 1 1/2 . „ ALL BOLTS SHALL BE 1 1/2 . 1- MINIMUM EDGE DISTANCE FO W12x 1/2" 1/4" 4-7/8"0 / W1 2x 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"O 3 MIN. W14x, W16x 1/2" 5/1 6" 4-7/8"0 3 MIN. W14x, W16x 1/2" 5/16" 4-7/8"0 3- TAg PLATE WELD TO BE ON 3- TAB PLATE WELD TO BE ON 3 MIN. TUBE COLUMN W18x 1/2" 5/16" 5-7/8"0 BOTH SIDES W18x 1/2" 5/16" 5-7/8"0 BOTH SIDES W18x 1/2" 5/16" 5-7/8"0 3- TA8 PIqR WELD TO BE ON 4- ALL BOLT CONNECTIONS ARE W21 x 1/2" 5 16" 6-7/8"0 4- ALL BOLT CONNECTIONS ARE W21 x 1/2" 5 16" 6-7/8"0 BOTH SIDES W21 x 1/2" 5/16" 6-7/8"0 / TYPE N / 4- ALL BOLT CONNECTIONS ARE W24x 1/2" 5/16" 7-7/8"0 TYPE N W24x 1/2" 5/16" 7-7/8"0 W24x 1/2" 5/16" 7-7/8"0 TYPE N 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" STOREFRONT/WINDOW I { STOP ANGLE . . . 3" 4" 3" F 16" MUST BE BEARING @ TOP OF CMU ) eq. eq. °' BEYOND I { -(2) CONT. #5'S BARS 8" o.c. EXTERIOR WALL POSTS EXTERIOR FINISH 1/2.. /3/160J4"x4"x3 16" f #4PER ARCH S sp 1/2" 4 ©ELS @ 8" O C I a . • PER PLAN 6" PONY WALL ON TOP OF = ° ° TUBE STEL , 12 GA. CONT. CONC. # 30„ / •4 •a a EXTERIOR LINER PANEL EXTERIOR WALL INSULATION Q ril 1 i W12x14 BEAM. STUDS @ 24" 0/C. - ci- l I ARCHITECT INFO: STOP ANGLE PER PLANS 1 2 THK. PLATE 161 ' 0 i COMPOSITE FLOOR DECK PER PLAN , MID-PLATE i PLATE: W/ 'U' 12GA. TOP TRACK. / �a • 50 2" (SEE PLAN FOR DIRECTION) (ENLARGED) 12" X 10" X 3/4" 4" A W/ (2) 1/2"0 ANCHORS \ X x 0: OTTOM TRACK SECTION " x ` .4a'` a - • Al►�� MIN. U' 16GA. BOTT. TRACK. eg. .eq. MIN. 2 EMBED. 4 a • ►�� & ANCHORS PER PLANS ATTACH TO W.E. BEAM W/ ... A t •" 0 1 4"X1 1/4" ZAMMET © 3/161) < ., � /, ►�� L • 0, C� EA. LOW PAN OF DECK 12 TEKS @ 12" 0/C. 0 4 4 4 • � •�.� COMPOSITE FLOOR DECK : :� 11 " 5 1/2" 6" 5 1/2" / "° a il� �,, � �� i (SEE PLAN FOR DIRECTION) •• i� MASONRY WALL BY OTHERS 16" r 30" a d ` I V �% W ° _ _ �4 4 _ a_ �; ;�� . #4 BARS 8" Q.C. d 4 4 a 4 , 1 1 -o - _ _ _ P— c�✓, 1 •/4 X 1 1/4" ZAMMET • •y ^ COM DECK Q • % ►♦ @ EA. LOW PAN OF DECK •• x .4 - a 4 d . (3) is" HOLES" e� jeq. B ►,► y - a / KATE:4 a P , 1 l / .0 / / ./ �1 ( 4 — 17„ X 10" X 3/4„ f 1 ►..� 3 TIES @ 16" 0/C (TYP.) 1� -• • CJs.; /• WIDE FLANGE BEAM / 4 ./.►4 COMPOSITE FLOOR DECK 3/16 D 3 1/2" 2• _ GENERAL CONTRACTOR INFO: E2 ..',/,) """"�� 12 GA. CONT. CONC. :1%,s,�: 2" (SEE PLAN FOR DIRECTION, COMP. DECK // 0 / W12x14 BEAM - = Y PER PLAN Lii � ►i MASONRY LINTEL W/ (2) CONT. #5'S STOP ANGLE 41' "•; MIN. I 3/4" • �♦ BEARING CONDITION 4 A �A I / -- THK. WING PLATE. 3„ ►+ 0 TOP, MIDDLE & BOTTOM • ► .� .0 1/4"X1 1/4" ZAMMET VW/ (3) y BOLTS TO O :: ° 7"--�����Ae •` @ EA. LOW PAN OF DECK CONNECTION PER 7/D4• �� CONNECTION PER rr BEAM. 3" '') ° MASONRY WALL "BY OTHERS" / 3/D4 — 5P�2� Xx21o„ X 3/4" o --- X i� ii I / 1„ 2 �? ,,eq eq , TUBE STEEL TYP, HOLE PATTERN 4" BEYOND 1 •: NON-BEARING CONDITION L / WF BEAM PER PLAN ,o 6"x6"x1 4" TUBE COLUMN. — — -/ \ 3/16 / BOTTOM PLATE CA) BEARING CONDITION 1 rf / / / / / ) TO GO FULL HEIGHT OF PARAPET/WALL. ORIENTATION/HOLE PATTERN Floor Deck Endwall Exterior Wall Framing Detail WF Beam 7 NOTE: A MINIMUM OF 2" DECK MUST BE BEARING @ TOP OF CMU @ 3 9 @ 2 Wing Plate Detail @Parapet Pony Wall '� Column to Deck Connection '� Q --- -- v v v v v v v v v � � CONN TION SCH ULE (12) 3/4"0 KB3's 1 1\(12) 3/4"0 KB3's �\ NOTES: • ) #4 BARS 0 8" O.C. (( Q v BEAM TAB PL. TAB PL A325-N 1- MINIMUM EDGE DISTANCE FO AT END CLOSEST TO AT END FURTHEST AWAYi i 30" COMPOSITE FLOOR 1 © DEPTH THICKNESS WELD BOLTS ALL BOLTS SHALL BE 1 1/2 . < 16" 7C15x33.9 CHANNEL WIDE FLANGE BEAM. FROM WIDE FLANGE BEAM. 2- ALL BOLT SPACING SHALL BE ;, (2) CONT. #5 S A o (1) 3/4"0 KB3 W4x, W6x 3/8" 1/4" 2-3/4"0 3 MIN. ) t = .. .��:i•.'.i 12 GA. CONT. CONC. #4 DOWELS @ 8" 0/C _ m I /1 AT 8" 0/C STAGGEREDW8x, W9x, W1ox 3/8" 1/4" 2-7/8"0 3- BI PIgTE WELD TO BE ON < - �',• � / I \ 1BOTH SIDES STOP ANGLE 30" A W12x 1/2 1/4" 4-7/8 0 4- ALL TYPEBNLT CONNECTIONS ARE ) } 16" o , a W14x, W16x 1/2 5/16" 4-7/8"0 { 3' .'Q #12 TEKS 0 6" 0/C (TYP.) �e a �i -- LL a _.1 4 a a ,' . a W18x 1/2" 5/16" 5-7/8 0 ) , . . REINFORCING DESIGN _,- I. x >t ^ W21 x 1 2" 5 16" 6-7 8"0 BY OTHERS ••. • 'L' 4"X4"X1 4 CONT. x 4 , . ( 0 0 `4. o a do 0 o a o O O O o O a o o / / / / " a o o WIDE FLANGE BEAM —co �\ W24x 1/2" 5/16" 7-7/8"0 WF BEAM PER PLAN .: .a. .4 LEDGER W/ 5/8" X 5" EMBED, • PROJECT INFO: �� W24x68 KB-TZ EXP. ANCHORS 0 24" O.C. . , , , , ,� ,,,f�; SIDES -��- DECK 0 1 0 0 0 0 0 0 o q o 0 0 0 0 0 1/4" ►� COMPOSITE PLAN ORODIRECT ON ( I 1 ! , . (/) ♦ ( ) l 1� ^ . + ,� 3 1/4 aQ ) BEARING CONDITION -- #4 BARS 0 8" 0.C. /.. 1/4 X 1 1/4" ZAMMET �� STIFF. PLATE FULL HEIGHT <) 16" 30" COMPOSITE STORQUEST STORAGE Q % ►, @ EA. LOW PAN OF DECK � Jj A APER SCHEDULE 1 f II FLOOR 12740 S.W PACIFIC AVE. �/� ► BOLTS PER SCHEDULE (6) 3 4"4 KB3's .. .. .`, �' < 1 . •• : .. . • ♦ �►• 1 / \ ) : . . : .. .. .. TIGARD, OR. 97223 i � K. #3 TIES @ 16" 0/C (TYP.) t� BOLTS PER SCHEDULE6 .. L A CONNECTION SCHEDULE 4. 1 1 A ••• < I' i ..'a E r (' — // - uJ ♦j ►�� BEAM TAB PL. TAB PL A325-N I I , WF BEAM PER PLAN / ) #12 TEKS © 24" 0 C TYP. J •� �� MASONRY LINTEL W/ (2) CONT. #5 S ( DEPTH THICKNESS WELD BOLTS I " / < REINFORCING DESIGN `• / (TYP.) ►�� @ TOP, MIDDLE & BOTTOM 11 J 3 * MAX. BEA/M�SIZE-W24x76. // BY OTHERS a ♦i . i♦i ( W4x, W6x 3/8"„ 1/4„ 2-3/4"+� A 2 1/2"=" `2 1/2” A // ) 4.•_• DETAILS �iiii�iii ►�i W8x, W9x, w1 ox 3/81/4" 2-7/8"0 WIDE FLANGE BEAM / / < • 015x33.9 CHANNEL W24x68 /A \ " / / 'L' 4"X4"X16GA. CONT, W 12x 1/2 1/4" 4 7/8"� 1 1 44 <3SIDES / }NON- BEARING CONDITION { W14x, W16x 1/2" 5/16" 4-7/8"+ >1 4' // LEDGER W/ .138"0 x 1" SHOT w X / A ) --` `— & PINS 0 12" O.C. (By W1$x 1/2" 5/16" 5-7/8"� A NOTE: SEE PLANS FOR DIFFERENT W.F. BEAM SIZES NON-BEARING CONDITION ix W21 x 1/2" 5/1 6" 6-7/8'� W24x 1/2" 5/16" 7-7/8"� (W24x68 SHOWN IN THIS DETAIL) AA A h n A V B SHEET NUMBER o Comp Deck @ Lintel 14 Wide Flange Beam to Channel Conn. 17 Angled WF Beam to WF Beam �\ ri-Ei Floor Deck At Concrete Wall 15 D4 1/4-14 x 1 1/4 LONG-LIFE ULTRA-DEK 1/4-14 x 1 1/4" LONG LIFE SDS SELF-DRILLER W/WASHER ROOF PANEL W/ WASHER (8) PER PANEL (FAST #1 E) /�� �, [FASTENER #iE] �- 3 , it t INOR RIB TAPE SEALER CONSTRUCTION IN I I 24" 28177 Keller Rd. 7 1 - - - - - - z 8 - ' (1 ) PER MINOR RIB Murrieta,Calif.92563 i{00' f R-6 INSULATION —ROOF PANEL ' t i No Phone:877-GO-KIWI-2 FAX:951-301-4096 ACROSS PURLINS— 1 4 _ _ i CA License Na:580782 ULTRA-DEK PANEL TRIPLE-BEA TAPE SEALER YFASTENER SEQUENCE ENDLAP 7 1 4-14 x 1 1 4 LONG-LIFE . ♦ . (CONTINUOUS) Emailwww.:ngonstruc9ti@akn.com Email:engineering@kiwiconstruction.com lwiconstrvction.com / / I Drawn By: CH Checked By: SELF-DRILLER W/WASHER - - _. - I Date Started: 2016-07-02 -- -- - - ---- - -- --- - I I ❑ — ❑ Kiwi II Shop Drawings Property of Kiwi II Construction, . •y ••: [FASTENER #1E} �� This Drawing IPnnted And Electronic Filel '1a/ - -► �� VI •-w LOW FLOATING �1\ `I ere II 00 CLIP *#_ r' - •- �. �, �, �, ` And The Information Il Cons ed Within Are -�`;� ���p�'�!' �►�'���, h%'sfr4s+s ULTRA-DEK PANEL 1The Property Of Kiwi 11 Construction Inc.,And� P{3RL1N (PREPUNCHED)8 , pp 'C' POST PERT..›....2May Not Be Used OrReproduced Without The JWratten Permission Of Kiwi II Construction. o JL ill H 0.'4111110 PLAN44 $ —'Z' PURLIN PER PLAN SOI�4OI�414.4°42 w�0l..�:___ ___-__ - - FLOATING AO!.t..,._-_#. .. —__—_ — CLIP Kiwi II Notes: \ ULTRA-DEK PANEL so TRI-BEAD TAPE SEALER CONT. \- � \ 2016-07-02 -Drafting Started -MTJ (PREPUNCHED) % 2016-08-19 -Review Set-CH R-25 INSULATION 01101011111.1' 0� ACROSS PANEL ULTRA-DEK ROOF NOTES: 2016-08-25-For Submittal -CH BETWEEN PURLINS -]" 1. ROOF PANELS TO MEET LOCAL ICBG & AS SPECIFIED ON ARCHITECTURAL PLANS 4.c/ .4* 0. 4 COATING 4 PIECE CURB2016-11-01 -PLAN CHECK-ARTA 3/4" Wide x 24Ga. BANDING BACKUP PLATE 2. ROOF PANELS, TRIM, FLASHINGS BASE MATERIAL TO BE GALVANIZED PER ASTM A-792-83. /12 YSTEM _ TO UNDERSIDE OF PURLINS _ 3. PRE PAINTED MATERIAL TO HAVE A 20 YEAR WARRANTY. 2016-12-08 PLAN CHECK-ART HW 7740 24" PANEL '• [HW-774-0] ] COATING. FLOATING 4 PIECEkli / • 2017-01-11 -Revised unit mix per [HW-7742] 18" PANEL 4. ROOF PANEL CLIPS TO BE 18 GA. WITH G-90 OR GALVANIZED CURB SYSTEM / ♦ 2017-01 30 -PLAN CHECK-ART /� 5. ROOF PENETRATIONS BY OTHERS NOT UNDER KIWI II WARRANTY. tt /�� 6. FASTENERS PROVIDED REFLECT THESE DETAILS. DEVIATIONS WILL RESULT IN A FASTENER SHORTAGE. I/4-14 x 1 1/4 LONG LIFE SDS PURLIN �� 1/4-14 x 1 SELF-DRILLER 7. FLASHING LAPS TO BE A MINIMUM OF TWO INCHES. TRI-BEAD TAPE SEALED' .� • W WASHER (8) PER PANEL (FAST #1E) W/WASHER (2) PER CLIP TI `/ / ) INSTALLATION: (CONTINUOUS) (QUANTITY) SEE MANUFACTURER INSTALLATION MANUAL ' 1°4 4 / � /-ADDITIONAL POANEL ENDLAP 3/24/17 Roof Installation Notes i+ Insulation Detail 4 Ultra Deck Endlap 3 0 2 �� %% ii . d , Eft► .. METAL INSIDE CLOSURE %%% / 1000 l� �„ A 1/4-14 x 1 1/4 LONG-LIFE \ 40.'/• �, PARAPET RAKE CLEAT !.: . CC 1/4 14 x 7/8 LONG-LIFE LAPTEK Y SELF-DRILLER W/WASHER LOW EAVE FLASHING ' \ • �`�/ 1/4-14x1 1/4 LONG-LIFE _ ° PARAPET RAKE FLASHING W/WASHER [FASTENER #4] ® 6" 0/C ; -0 ULTRA DECK r� f ppEGON d SELF-DRILLER W/ WASHER [FL-285] PARAPET FLASHING GUTTER STRAP [ROOF PANEL .,,OREGON:) [FASTENER #1E] 24" 0/C. • 1/4-14x1 SELF-DRIVER 4s" O.C. �, STANDARD \,.......:.......7.41._ 2°W/ WASHER [FASTENER #1] • . ..•• . BACKUP PLATE . ��► r �i 1 \` PURLINWHIk , .� LOW RAKE SUPPORT .. ,�. RAKE ANGLE (2 PER CLIP) .4 /• [HW--7740] 24" PANEL ---7 - - - - R `� ULTRA DEK PANEL _ GUTTER /, J / \�flF \� 100k •� \ ' >rOS:ANGLE 2"x4"x14 GA. f SI '�,� `.' \ JIMA e) ULTRA DEK PANEL ROOF INSULATION • , PER SCHED. �''■ �' CEE HEADER (SEE ' SPE \I��,....441 \� --- - ii , ! + tel $ ° . C' 8x2.5x14GA. LEDGER i - FRAMING PLAN FOR SIZE) \ / TRIPLE-BEA TAPE SEALER • LEDGER TO CMU WALL W/ 1 *la 5/8"m KB3 E 24" 0/C. b -" \ CONTINUOUSo a 10-16 x 1 PANCAKE HEAD1/4-14 x 7/8 LONG-LIFE STANDARD (CONTINUOUS) 0 0 SELF-DRILLER [FASTENER #12] 'I,+ {5" EMBEDMENT). T4 / a. BACK-UP PLATE . . ) STRUT W/ (4) #12 TEKS LAPTEK W/WASHER PURLIN'• 101 44 1/4-14 x 1SELF-DRILLER IIi .. ..�' ', . • - LEDGER TO CMU WALL W/ o o ° IA • 44' W/WASHER 4 .. ADDITIONAL PURLIN ° 5/8" KB3 5"MIN. EMBED. °0 0 0 • Y' (2 PER INSIDE CLOSURE) .' n FOR CURB ENDLAP „-- d : 010// 1 4-14 x 1 1 4 LONG LIFE SDS 16” 0/C. TO PURLIN TRI-BEAD TAPE SEALER rlrl MASONRY WALL 5 8 ANCHOR BOLT / / W/ (6) #12 TEKS - W/ NUT & WASHER PURLIN PER P x' "BY OTHERS" ••. W/ WASHER (8) PER PANEL (FAST #1E) . ; . NOT BY KIWI II 12GA. CLIP W/ ' .4. TRIPLE-BEA TAPE SEALER ROOF INSULATION • • -. . MASONRY WALL (3) #12 EA. CONN MASONRY WALL OR PIER PER SCHED. •. . . . , "BY OTHERS" DRAG 1/4-14 x 1 1/4 SHOULDER , STRUT 1/4-14x1 1/4 LONG-LIFE 4 ' (BY OTHERS) : •' ' STEP 1 (CONTINUOUS) TEK 2 SELF-DRILLER �- SELF-DRILLER W/ WASHER -- .` [FASTENER #5] 0 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). / ii •N. 6" M IN. CAP STRIP Endwall Parapet Detail @ Masonry Wall 7 Backwall Parapet Detail @ Masonry (�Wall 6 Low Eve Detail @ Masonry Wall 5 p.) RETHANE SEALANT e 1/4-14x1 SELF-DRILLER 'L' 4"x4"x12GA. ENDWALL ROOF INSULATION ELEVATOR DIVERTER J PURLIN HANGER TO PURLIN- . . 1/4-14 x 7/8" LONG TRI-BEAD TAPE SEALER W/ WASHER [FASTENER #1] W/ (3) #12 �£KS ULTRA DEK PANEL PER SCHED. - ' SEE: 1/D5 xi:. ; ; : (BOTH SIDES OF PANEL RIB) ARCHITECT INFO: (2 PER CLIP) 4 LIFE LAP TEK SDS W/ A ____ . ULTRA DECK MASONRY WALL WASHER (12" 0/C) ,-- -10 ROOF PANEL ' "BY OTHERS" (FAST #4) (BOTH ILI CEE HEADER (SEE ' A o( ' 4 ._ ROOF INSULATION i'• + SIDES OF PANEL RIB) ROOF •� 1 FRAMING PLAN FOR SIZE) c ,-- ® PER SCHED. - CUP b a. , ". 'C' 8x2.5x14GA. LEDGER • ' • LEDGER TO CMU WALL W/ • 5/8"0 KB3 ® 24" 0/C. ..-1, a o' 'L' 4"x 4"x 12GA. ENDWALL � o STRUTEMBEDMENT).W/ (4) #120TEKS + PURLIN HANGER TO CEE f LIRA—DEK PANEL 5/8"O ANCHOR BOLT HEADER W/ (1)1/2 %cM.B. 4 VIP i IP w/ NUT & WASHER 5/8" ANCHOR BOLT w %• GENERAL CONTRACTOR INFO: .• . ' a NOT BY KIWI II • (BY OTHERS) . .4,--�V, .- : :. ; • STANDARD 45 a - DRAG STRUT a o 0 •' PURLIN MASONRY WALL a}.. • -• . - PER PLAN o NOT BY KIWI II : - - - no a: . 12GA. CLIP W/ _I CMU WALL {3} #12 EA. CONN • -00. 44** • • • NOT BY KIWI II • 'Al !0 - • CROSS SECTION "A—A" _ `- I?" -ADDITIONAL PURLIN Roof at Interior Cmu Wall Q Purlins at Interior Cmu Wall 9 Back Wall Parapet Detail Low $ iN \ _ FOR PANEL ENDLAP lA 4 - - DATING 4 4111. 1/4-14 x 1 1/4 LONG-UFE ,o ,•••$°N.4 ► / ( A 1/4-14 x 1 1/4 SHOULDER � _ PIECE CURB 'C' HEADER PER PLAN 1 1/4 14 x 7/8 LONG-UFE LAPTEK TEK 2 SELF-DRILLER SELF-DRILLER W/WASHER W/ 16GA. CAP TRACK W/WASHER 0 6" 0/C 10-16 x 1 PANCAKE HEAD ° SYSTEM -( ,RAKE SUPPORT ANGLE \ .BACKUP PLATE C' HEADER PER PLAN ° ° ULTRA DECK [HW-7740] 24" PANEL 0 ULTRA DECK ° ROOF PANEL 4%,'" _ M1t•�■ ROOF PANEL ° 0 o ( - �r� - SCULPTURED RAKE SCULPTURED RAKE TRIM / TRIM ° > ! ' STANDARD PROJECT INFO: r I 0 :,E 1E L' 2x4x16GA ° PURLIN ( IIP • ■ 1/4-14 x 1 SELF-DRILLER TAA 1I o o RAKE ANGLE ° alt01.°°°°-'-' 0 W/WASHER (2 PER CUP) . •. • �� ` , �� RQOF ° o \ o p LTRA—DEK PANEL ( :, - a ADDITIONAL PURLIN STORQUEST STORAGE _ .4 ZEE PURLINS 4. CAP STRIP SSD PER SCHED. FOR CURB ENDLAP PE o 12740 S.W PACIFIC AVE. • 5/8"0 ANCHOR BOLT ' • 5 8"o ANCHOR BOLT - ( 4 a� W/ NUT & WASHER ROOF INSULATION— I\-W/ NUT & WASHER / o 1/4-14 x 1 1/4" LONG LIFE SDS TIGARD, OR. 97223 ? ROOF INSULATION---• 4•. 4: NOT BY KIWI II PER SCHED. NOT BY KIWI II STANDARD W/ WASHER (8) PER PANEL (FAST #1E) PER SCHED. ( 'L' 4"x4"x12GA. ENDWALL PURLIN A .,\! f h PURLIN HANGER TO CEE - $" / HOIST BEAM PER PLAN.— ° HEADER W/ (1)1/2" M.B. (BEYOND) MASONRY WALL •� ADDITIONAL PURLIN MASONRY WALL FOR CURB ENDLAP 40°°°PDETAILS > m • a ) "BY OTHERS" si a ) "BY OTHERS" 1/4-14 x 7/8" LONG LIFE TEK SDS ( W/ WASHER (12" 0/C) (FAST #4) Lu ° ° STEP 2 w > °` °4'.� �V SHEET NUMBER 0CC ( 1 13 r\...._Backwall Barge Detail CMU 12 ) Endwall Cut To Rake Detail 11 Elevator Diverter Detail 5 @ i� / \ , --� i 1/4-14 x 1 1/4 LONG-LIFE TRI-BEAD TAPE SEALER W/WASHER [FASTENER #4] @ 6' 0/C SELF-DRILLER W/WASHER [HW-504] 1/4-14x1 SELF-DRILLER PARAPET FLASHING 1 4-14 x 1 1 4 LONG-LIFE NW,1 7 irk / / / METAL INSIDE CLOSURE x [FASTENER #1E] 1/4-14 x 7/8 LONG LONG-LIFE LAPTEK 'C' 6x2.5x16GA. LEDGER ° 0 0 col W/ WASHER [FASTENER #1] 1 SELF-DRILLER W/WASHER ULTRA DECK / LEDGER TO CLIP W/ (6) ° I BACKUP PLATE „�Y LOW EAVE FLASHING ROOF PANEL CONSTRUCTION IN 1/4-14 x 1 1/4 SHOULDER [ wE SUPPORT ANGLE W/WASHER [FASTENER #4] ® 12" O/C I #12 TEKS ULTRA DEK PANEL (2 PER CLIP) _ ..--7 „....--- / 28177 TEK 2 SELF-DRILLER TRI-BEAD TAPE SEALER ►/ HW-7740 24" PANEL Murnnt Calif. . ROOF INSULATION { ] TOP TRACK PER PLANS Phone:877-G0-Kiwi 2 yrs' r [FASTENER 5 HW-504I �� - / (2) # ] SCULPTURED RAKE TRIM [ TYP. CONN. BETWEEN PER SCHED. "' u• W #12 TEKS EACH (CENTER IN SLOT) IFL-11_] PARAPET RAKE CLEAT PURLINS "7�� FAX:951-3014096 48" O.C� LEG TO POST I CA License No: coon. 1� ' ' www.kiwiconstruction.com C 8x2:5x 14GA. LEDGER �� [FL-290] EXTERIOR METAL PANEL iiiiir j \" Email:en ineerin��� " LEDGER TO STRUT W/ (6) '% j— - Drawn s s crl �`CheckedtBytion.com . - ❑1 4-14x1 1 4 LONG-LIFE PER ARCH'S `�` ► 2 '��' #12 TEKS GUTTER Date Started: 2016-07-02 ❑ ■ SELF-DRILLER W/ WASHER It& / 1 Kiwi II Shop Drawings Property of Klee II Construction, ti- PARAPET RAKE FLASHING ji % This Drawing(Printed And Electronic File). [FASTENER #tE] 24" O/C. iEXTERIQR METAL PANELAnd 7t,e information Containetl Within AreU .I • I iPER ARCH'S - °-, The Property Of Kiwi II Construction Inc.,And��_�� May Not Be Used Or Reproduced Without The ,� J [F LK 1E SLIDE LOW RAKE SU SUPPORT BRAKE ANGLE lip,4 1 ° o ° { l ;r:ten Permission Of Kiwi II Construction. "��L y l I ULTRA-DEK PANEL- ULTRA DEK PANEL I - .._ G o •� 3 4-14 x 7 $ W/ °7 ° o ° (8) # 12 TEKS EA. 1/4-14 x 7/8 LONG-LIF �. / / /PURLIN TO POSTS TRI-BEAD TAPE SEALER 1� LAPTEK W/WASHER o 0 DRAG STRUT / -. ROOF INSULATION _ •� w LONG-LIFE W/WASHER LFASTENER #4] (PTEK • / (6) #12 TEKS EA. CONN. /' 1 CONN. PER SCHED. Kiwi II Notes: PER SCHED. � [ 12GA. CLIP W/__/ ,' ' WALL INSULATION / .............,......1&A, i�. ...Ail 'C' 6x2.5x16GA. LEDGER (3) #12 EA. CONN PER SCHED. 1 4-14 x 1 SELF-DRILLERw/WASHER0 0 2016-07-02-Drafting Started -MTJ CLOSURE .+�/�:` lam_ 2 PER INSIDE CLOSURE) . � 2016-08-19-Review Set-CH 10-16 x 1 PANCAKE HEA �. _ LEDGER TO PURLIN W/ 1/4-14x1 1/4 LONG-LIFE ( WALL ROOF INSULATION 2016-08-25- For Submittal -CH SELF-DRILLER [FASTENER #12] PURLIN PER PLAN 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) SCHEDULE FOR SIZE & CONN. . 2016-12 08 -PLAN CHECK-ART L' 2x4x16GA � EXTERIOR FINISH PER PLAN. ROOF INSULATION .�_ CEE POSTS - SEE SCHEDULE ON / SPACING) PER SCHED. `� EXTERIOR METAL PANEL CEE POSTS. RAKE ANGLE . SEE ELEVATIONS PLANS FOR SIZE AND SPACING 'C' 8x2.5x14GA. LEDGER 2017-01-11 -Revised unit mix per LEDGER TO CLIP W/ (6) PER ARCH'S PER SCHED. t/4-14 x 1 1/4 SHOULDER 2017-01-30 - PLAN CHECK-ART3A TEK 2 SELF-DRILLER , #12 TEKS WALL INSULATION PANEL C' POST PER . [FASTENER #5] 0 24" 0/C � 4. - - o ° a (CENTER IN SLOT) °i 2x2x16GA. CLIP �� PER RSCHED. PANEL PLAN WALL INSULATION PANEL - o o Iç, 'L' PER ARCH'S ��1 �.� PER ARCH'S TYP. CONN. BETWEEN I W/ (6) #12 TEKS 3124117 10-1 fi x 1 PANCAKE HEAD DRAG STRUTS. EA. CONN. '�— -- SELF-DRILLER [FASTENER #12] 1 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 , 410 METAL INSIDE CLOSURE FMETAL INSIDE CLOSURE �d11 ' E�' ,, GUTTER STRAP ULTRA DEK PANEL GUTTER STRAP ULTRA DEK PANEL 1/4-14 x 1 1/4 LONG-LIFE 13 ' rt `, � ZEE PURLIN (SEE 48" O.C. LOW EAVE PLATE 48" O.C. LOW EAVE PLATE SELF-DRILLER W/WASHER 1/4-14 x 1 1/4 LONG-LIFE METAL INSIDE CLOSURE cc SCHEDULE FOR SIZE) TT �_ — GUTTER ULTRA-DEK PANEL- [FASTENER #1E] SELF-DRILLER W/WASHER ULTRA DECK GUTTER /:%,� - - ;.��yLOW EAVE FLASHING -ROOF PANEL �OI ' - - 7 - - \ �0 - -_ - �J ~- l� - ~\ 1/4-14 x 1 1 4 SHOULDER 1.-0" 3" .P�. ,y4 'qd�, I L' 2x4x16G;, TOP TRACK PER PLANS ' V A U► 44.8 i44.4 --4, +1.," ROOF INSULATION TEK 2 SELF-DRILLER RAKE ANGLE - W/ (2) #12 TEKS EACH�_�0����0� PER SCHED. 9 [FASTENER #5] • GUTT®RTRa LEG TO POSTII •1 � I I (CENTER IN SLOT) r / DRAG STRUT DRAG STRUT �� �- �- �- �� � - - / �'X,I� ° ° PER PLAN ' , ��,�� 0 o PER PLAN 1 _ !ow) GUTTER L—: 0 ��' r t ion_ NNI:t Z" PRL J0 11; ) �„ • �I' r\ ��PARAPET RAKE FLASHING I" r PARAPET RAKE FLASHING - - J� r I [FL-285] [FL-285] F INSULATION _ -I— - 1'-3" 1 1k... s__ito,, ROOF INSULATION � R00 PER SHD / OVERHANG � j. `aR A. PER SCHED. ***Si*�, .� R 1/4-14 x 7 $ I �r E i) - � I�� -l �— RAKE ANGLEi LONG LIFE 0 0 DRAG STRUT RAKE ANGLE 4"x16GA. FLAT STRAP W/ (4) 4"x16GA. FLAT STRAP W/ (4) LAPTEK W/WASHER PER SCHED. 'LI 2"x2"x14" LONG 1 6Ga. 1.441 °0- 2"x4"x14 GA. ��• 2"x4"x14 GA. 'C' HEADER PER PLAN. 1'-3" o 0 n DRAG o #12 TEKS TO D. STRUT & STUD 0 #12 TEKS TO D. STRUT & STUD �.; BEAM PURLIN CONNECTOR CEE BEAM SEE DRAG ° ° ATTACH TO EA. JAMB W/ #12 _ 1/4-14 x 1 SELF-DRILLER ( o STRUT o °. #12 TEKS o STRUT o ° TEKS PER SCHEDULE. i.--_____� \ OVERHANG W/WASHER J W/ (3) #12 TEKS EA. SCHEDULE FOR SIZE) % (2) #12 TEKS �`- (2) � (2 PER INSIDE CLOSURE) I . W (4) #12 TEKS L 2 x2 x16GA. ANGLE. PER/ / LSCHED, F INSULATION LEG TO WEB CONN.(TYP.) --q_____ �• , " (4) # 12 TEKSO N . • MIN. TO POST 12GA. CLIP W 12GA. CLIP W ATTACH TOBEAM PURLIN / - OBE. Ri�EAM �E NLE ON / CEE POSTS - SEE SCHEDULE ON A C & URL N (3) #12 EA. CONN 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 � CEE POSTS. DBL. CEE POST (SEE ATTACH TO JAMB STUDS W/ O O PER ARCH'S � PER SCHED. SCHEDULE FOR SIZE) 1/4-14x1 1/4 LONG-LJFE 1/4-14x1 1/4 LONG-LIFE 'L'3"x3"x16GA. CLIP. (3) #12 CEE PONY POSTS - SEE SCHEDULE ON O T SELF DRILLER W/ WASHER SELF-DRILLER W/ WASHER [FASTENER #1E] (6 PER PANEL) [FASTENER #1E] (6 PER PANEL) TEKS EA. LEG/CONNECTION. _ WALL INSULATION PANEL PLANS FOR SIZE AND SPACING - PER ARCH'S .� LINER PANEL PER SCHED. 'C' POST/JAMB BEYOND 1.- HEADER TRIM & FLASHINGS 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 ROOF DECK TO PERIMETER W/ J HORIZONTAL BRACE CUT ® 1 SEE SCHEDULE FOR SIZE 1/2" FROM END AND TAB FASTEN 'L' CORNER TRACK (2) #12 TEK SCREW TO PURLIN #12 TEKS 0 12" 0/C. TYP. TO PURLIN W/ (2) #12 H.H. TEK PURLIN SIZE A' ® EA. END 4 PURLIN 4" 10' SPANS ARCHITECT INFO: ,* I PER PLAN • , (1) #12 TEK EA. LOW PAN & 44, 6" PURLIN 6" 12'-15' SPANS Z PURLIN E 1\ "Z" PURLIN PER PLAN RP 1 1 2"x22GA. HSB-36 #12 TEKS 0 12 0/C © "C" POST PER PLAN �- . / 8" PURLIN 8" 20' SPANS ROOF DECK SIDELAPS. 4 \ 12H.HTEK #12 TEKS 0 12" 0/C. TYP. t, x ° ' - o ISO. VIEW 'C' A "x16GA. BLOCKING. —"Z" PURLIN x ATTACH TO PURLIN W/ r "J" OR "C" VERTICAL GIRT I I PURLIN PER PLAN 12GA. 'L' ANGLE W/ (3) #12 TEKS SEE PLANS TO BLOCKING AND PURLIN. ' GENERAL CONTRACTOR INFO: NIIIIIIIIIIIII I- "J" VERTICAL GIRT,"USE : . "C" VERTICAL GIRT, USE METAL SHEARWALLS, ,x i POST BASE CLIP PER SCHED. L 1 1/2 x2 1/2x18GA. / / PARTITION PER PLANS r W/ ANCHOR PER S.W. SCHED. BASE ANGLE. W/ (1) -r-i 1"X 5/32" DIA. SHOT PIN TO SLAB 00 #12 TEKS PER xt SEE PLANS FOR MEMBER TYPE '`-.101" SCHEDULE PLANS) NOTE:(SEE � I 'C' POST PER PLAN /ZI'I � / I / -- "J" VERTICAL GIRT AT LONGITUDINAL SHEARWALLS, USE SAME ANCHORS AS USED ON POSTS. FRONT VIEW ZEE PURLIN SO THE ANCHORS SPACING IS 5'-O" 0.0. NOTE: DECK TO TOP TRACK CONNECTION IS SIMILAR. SEE SCHEDULE FOR SIZE ' / @ 15 @ 14 @ p ( ) 13 12 g 11 , Vertical Girt Non-Grid Units Corner Track Roof level Vertical Girt Mid-Span Roof Level HSB-36 Deck To Purlin Conn. Cee Blocking to Zee Purlin Conn. (C) I ULTRA DEK STRUT-TO-WALL ROOF PANEL (A) STRUT-TO-POST (HIGH SIDE) FLASHING 1 ,-a„ 1 ,_0r, _ _ _ STRUT—TO—PIER (INTERIOR) - - __ _ ______ ______" -,- _ (LOW SIDE) I I 9" 9" E �DENSGLASS --- ----- - - -,.� , - ROOF DECK ROOF DECK I + `� LINER �� A ROOF DECK -- - I I I I 1 NEPDM RUBBER ROOF -+j`�- J Y I I SCUPPER HOLE IN PURLIN ROOF INSULATION PER PLAN PERROOF FPLAN EL �z - - - --- r -�� ++ ++ *+ I 0 WEB AS REQ'-D 'C' 4x2.5"x16GA. BEAM PROJECT INFO: 4,11 / / I I S S I I I <--,_414411_11 / ' - �/�1/' AT 60" 0/C. L_ 1 I' 0 DRAG STRUT #12 TEKS _ . ► ° ° DRAG STRUT ° - _ 'Z' PURLIN x TAPERED RIGID -22Ga. 2W DECK : 5 �I04OI441.,,44,4OI0��0I0� STORQUEST STORAGE DRAG STRUT I II , / l i SEE TABLE w ULATION BOARD Q , �� `►, �, �, II CEE BEAM I PER PLAN! #4,*4•,4,4*,41,' �� 12740 S.W PACIFIC AVE. PER PLAN rnsf."::.- -::c,,,:„,,,,,,,..„7„,,,,,,,,,,,,.,-„y..., X` • SEE PLAN FOR SIZE - �.,.. �_.. „5 ,.z:' �`.„4.IOIoICIII �— I I ii%ii�1) ;-CEE POSTS l , I J 1 Y i ' w. TIGARD, OR. 97223 - oDRAG STRUT PER PLAN o ° 4*, 4., ” 4V 4.` • • STRUT TO POST & BEAM WITH �� I I I I I II , ' I 0 �. NOTCH BOTTOM OF DRAG STRUT 4 12 TEKS TYP. U.N.O O # I. CEE POSTS I I SPAN #12 Teks Per Conn. I I , ####.., 4.4.#.., '4* , / ,�� LEG, AND CONN. TO POST BEHIND I. PER PLAN I I STRUT TO POST WITH �,�, 4.,�,#, #,�,#,�, 4 BEAM, W/ (4) #12 TEKS. DETAILS STRUT TO POST WITH 4 12 TEKS TYP. AT 1O'-12" 3 BEAM TO EXT. POST W/ •.I STRUT TO POST WITH (2)#12 TEKS TYP. AT INTERIOR POSTS. (3) #12 TEKS. I �� 2x2x1$GA. CLIP W/ Z 2x8x2x18GA. TRACK (4}#12 TEKS TYP. AT INTERIOR POSTS. 15' 4 L3/4" Widex24Ga. W/ (2) #12 TEKS AT I` PERIMETER POSTS CONN. EXT. FINISH-10- •.I (1) #12 TEKS EA. CONN. BANDING I EA. CONN. NOTCH TRACK Lu 20 6 PER ARCH'S I • I PERI. CEE POSTS AROUND DRAGSTRUTS. PER PLAN DBL. CEE POSTS -ROOF INSULATION a 24' 6 I I PE' PLAN PER ■LA SHEET NUMBER I 0 Drag Strut to Beam Connection ZQ Drag Strut to Post Connection '� 9 Purlin Splice Detail 18 Internal Gutter Detail 16 DG ,,._ / — l NOTE: FOR ALL MASONRY REINFORCING itiwill., 0, MC12x10.6 SEE PLANS BY PEAK ENGINEERING. ft 3/16" DIAMOND PLATE STRINGER CONSTRUCTION 1N WELD d. PAN TO PAN/ 1/8 I/1 -s , EE2F2 28177 Keller tr� MC 1 2 X 10.6 CA License No:580782 , s Email:engineeringLitiwiconstruction.com '`'..•:`,..z..'-c''',"..,'�� �%' STRINGER `�� www.k i wi co n stru c l i on.c,xn --:,..7•-•`„--,---- -.;,•-:::::..-:>;.>.% �� `, [ 3/16"CHK_PL h I ;� Ilydwn 8y: C31 Checked yy: 8"x11.5" FRAME LANDING .` j- �_ z t , QateStarted: 2016-07-02 Q • [� 3/16' DIAMOND PLATE K This drawing(Printed And Electronic FRO -— - Q K P 9 PEle r Kiwi II Construction, L ',':`` \ ` / And Thehlnfarmatian Contained Within An:' ' (BY STAIR MANUFACTURER} CONC, SLAB , U *#'��� �- wKThePropertyOfKiwiIConstruction Inc.-Antl Il • - \ U May Not Be Used Or Reproduced Without The a :al 0 3/4"0-A325.N �, y� + O / written Permission Of Hiwi t!Construction. �.r tii ERECTION BOLT I I I I I : , \ ... .., . , - • # .:. • 2016-07-02 -Drafting Started -MTJ (1-3 • .. " ''.,,•. y . ,*1 201fi-08-19 - Review Set-CH :• ``!• '• ': . . .•. ' •• �- i 4 , 2016-08-25- For Submittal -CH N1/8 '�. •:•. ' �: ". .. .w. ;�' ,•� • _ i ; 2016-11.01 - PLAN CHECK-ART 2016-12-08 - PLAN CHECK-ART 'L' 2"x2"x3/16THK SUPPORTS AT L3X3X3/8 ': 12" 0/C. TOP FLUSH W/FRAMING SUPPORT ANGLEN m • _ I 2017-01-11 -Revised unit mix per ATTACHED TO 1/2,r 0 x 3-1/2tt _ STAIR STRINGER HILTI KB-TZ LU 2017-01-30 - PLAN CHECK-ART SPANS OVER 48" WILL REQUIRE: ii INTERMEDIATE BEAM OR LARGER ANGLE; ' 4 3/24/17 it Typical Stair Landing 4 Stair to Landing 3 Stair to Slab Conn. 2 1 K ,, �` ��� ����4 74 Handrails and ' Stiles. (typ.) PR + 4 K i�/�/�/,�i�//e\/ \ 3/16"THK_PL \ ' _ .` ' ' NOTE: FOR ALL MASONRY REINFORCING NOTE: WHERE ATTACHMENT TO CONCRETE LANDING �, I „,+ ' E�`, ` / ! C8X 1 1.5 13 `, SEE PLANS BY PEAK ENGINEERING. WALLS OCCURS, USE KB--TZ ANCHORS. J '\ ' 8 MASONRY WALL 4 , FRAME \ \\ i < CC (BY OTHERS.) , rj- - \.\ ;1 OREGON, 12” STRINGER. 8"x11.5" CHANNEL. ATTACH CHANNEL TO MASONRY /// ' CLANDING M� `\\10X15.1 \\ •> ��' W/ (1) 5/8"0 KBIII t� 24"0/C. I ; �L/ 1 12�, 1:01 u K • 4 ! K , O K ExecAL "6 3/16" DIAMOND PLATE II} I — • x 8 MASONRY WALL , s SII K / 41 \ k (BY OTHERS.) ; \ K /"-'- '''. .-' I L] 3/16" DIAMOND PLATE ; '`' i K < (BY STAIR MANUFACTURER) I / - 3/16" DIAMOND PLATE \` libik , (BY STAIR MANUFACTURER) ' ^ \ r I�4 �I} ';' ' '%��% !14*4:4 K k ; f� . ' LANDING « '{ moi\�:� \�� ,� •.� ✓ ;,-..-...7,-..:-... .,-.2...4-..s:e• e��.n��.e��K.e•'� , �� 11LLS511 �.„....2::„... '%%-':.... �" %� ` Ilt 1111, ; �' C8X11.5 \ 1 FRAME ._ j I I- -I- ISI • `i , 'L' 2"x2"x3/16TFIK SUPPORTS AT < ; , 10 ri- Tr‹, I-I-I-I- .�I„ , ►� ; 12" 0/C. TOP FLUSH W/FRAMING < 1 1 fI. '%l , �� :I a ; (BY STAIR MANUFACTURER.) ; I •� �•-�-•� I • I► r4 C 1 0X15.3_ II'I /� R ' = LANDING < I t#, 8"x11.5" CHANNEL. 4 ' Co I� #� Ni.�� < ° ` ATTACH CHANNEL TO MASONRY 4 ►� 1G. C 10X15.3 CHANNEL. 'R�/4a < . • i W/ (1) 5/8"0 ANCHOR 41 24"O/C. 4 cj NIP )4 3/16" DIAMOND PLATE (BY STAIR MANUFACTURER.) _'L' 2"x2"x3/16THK SUPPORTS AT !!. ' p Tr, r, ` 4 )\/\>\-2"/\-/\24 /1 12" 0/C. TOP FLUSH W/FRAMING t; ■. ' /\/\/\/•/•/\/\/\\\ BY STAIR MANUFACTURER.) rt » 4 ' ,,,~,,,,/\�/ �� ` ( p , ��/�/��/�/�,ti/��� Handrails and 3/16"THK_PL *, - LAND \\ Stiles. (typ.) K E ' C8X11.5 - K ' FRAME i \`� { Typical Tread & Riser Detail 'C' CHANNEL TO MASONRY WALL ;� yp 65 4 10 < NOTE : 42" HIGH GUARD RAIL PER ARCH'S.. NOTE: FOR ALL MASONRY REINFORCING SEE PLANS BY PEAK ENGINEERING. _ �2-1/4 M�72 `�� / 1-1/2"0 PIPE ; CLANDING3 4 4 �,O•s `\� / K \ ' 1 1/2"0 STEEL TOP < / ' �~ K ARCHITECT INFO: ; .c MC12X10.6 \�1/8 \1-3 '• �I, C__ �' `•��•/f 3/16"THK_PL I f. STANDARD POSTS CAP. X < , . C8X11.5 \ -{/- !. < ." FRAME 3/16" DIAMOND PLATE R t i { ' ,--z- I \ \ \5/8" 1 4V •Z— ., / - i4 , ' C 10X15.3_ , 1 '\ :E):1// , , IL f .I (\ \ L - 4 < .� LANDING L3X3X3/8 SPACING / 3 ]6" DIAMOND PLATE \ MINIMUM 1-1 2 X-STRONG < 6 GENERAL CONTRACTOR INFO. 3/4"0 SUPPORT ANGLE / ,I / - 1`L \G l PER. ARCH. \• < • ►, ERECTION BOLT STRINGER 1/4 1/4 V { �G / E 12" STRINGER. < //////// / 1 \ / 1- i/ //\/\/\y/\/\// / /\ K / J \_'L' 2"x2"x3/16THK SUPPORTS AT 4 < , . \ / \ \ ' / D `• \ 3/16'L4ND1 PL �. `� Handrails and 1 C1OX15.3 12" 0/C. TOP FLUSH W/FRAMING 1/4 ' �� it C8X 1 1.5 ��\ Stiles. (typ.) SS SUPPORT FRAME „ ---1[ C LANDING 3 3/16" STIFFENER PLATE AT STILE , LOCATIONS2_31/8 (STAGGER %/1r, 2 < ' d-1 DI '2,"� ' K , i / �` K Stringer at Platform Stair Rail Detail 8 Stile & Handrail Attachment 7 c 10X15.36 �\�, „ / 9LANDING1 I .. cpNOTE: FOR ALL MASONRY REINFORCING I SEE PLANS BY PEAK ENGINEERING. ,^.\ i �/ -,,,-) 4 ; /%4 �' >' f 3/16"THK_PL ' K LANDING [ � C8X11.5 / �K --,..., 1%14% ' FRAME I .,- . , - j41- 4 i NOTE: - ,a16% r► ,- < A it D� D� K WHERE ATTACHMENT TO 104 K PROJECT INFO: CONCRETE WALLS OCCURE, 111111r e b G 10X15.3_! 6LANDING KUSE KB—TZ ANCHORS. , :E ,ri--'''� K STORQUEST STORAGE ' ► 2 G < Q I1Nt-----:: ; 0 >\/\/\/�/\.— \\-/\7\ K 12740 S.W PACIFIC AVE. 1/4 V .1ita ...\....... ! < ,� ,, ; \,,,\,\,,, , TIGARD, OR. 97223 5 3/8" THK. TAB P ':. 4 a4 4 4 • a �W/ 2-3/4"'� BOLTS •it%. .#, 4 a a 4 • PL. HEIGHT TO BE r•. CHANNEL DEPTH LESS 2" 1 •1,irk !r / DETAILS \ 9 15 1/2x12x3/8" PL. W/ VA r.! 4-5/8"0 HILTI KBIII '' 1 1/2" EXPANSION BOLTS W/ w MIN. 5" EMBEDMENTLLJ 8" t SHEET NUMBER 0 LL xxx 12 xxx 11 BEAM AT MASONRY 10 STAIR SECTION DETAIL 'I 7 i ®Y m m m e m m m m m m m m m m m m m m m m m N - • 4, i - .j•.---,!0;-a�:-.::::: � N '�/.7, ii - :__:' �. . .-{moo • .�. -r-�-� . . / E E B eG.-H : : : : . . �o i�. •�.. ems+ • .. *, / O - Q N 0 r" b.2 0.4 0. . -i y, e% .€ i304N-8 ,1 .77.0 5.7 12.56.2 1-6 2.0 yi,`.6 12.2 37 1.1111.7 .0"' .:4414, , , N 0'. '0.5 1.3 3. �� .,_� , :" •-11.5 MH 11 .5 - fN�f. 11 . a/ 021 j4 �MI i ! 0•T7 7. a2.� e1 9 - rr _ Q S 0.2 0.8 3`a3 irk/ 1. .014 .3 f. ��m \ / LEASING \ 4 0.43 _0.9 3,8 1 . 6 t. 8.4 2.7 OFFICE111. - G DAVIDSON 'S O 3io.9 2.9 6.2 FFE: 177.5' , Csi - RESTAURANT , II ' � . 5 \ fl_ __ i 1 ., Q ie 0 fl.9 3.7 19 7 17 1.4. 1,2 _-Q,1 4 9 1:.9 9 �J 1f ,MH: 11 .5 BASEMENT FFE:167.17' / _JF-. .`10\4-._._,.... ' a fl.3 0.9 3.2 10:5 (ATI HATCH AREA) , M. • 41 4.7 1.0 0.2 0.5 4 ' , C6 !!i� 1:111111 I. 0.8 2.3 4, .7 0.6 0.3 0.1 0. �:+ . g 1 r' 3 itp 6.9 3.7 12.9 I .4_.4._3_ 0.2 0.1 b.07.• i 0 CO _ MR: 11' /I I 0�:3 1.0 3.8 12,4 4 1:2 -0.3 0.1 0.0., 1 .0 :al 0 up u-i 1 .. 1 9 2.7 ta. .23a8 0.5 D.1 0!h•'' ,� ,'` Mae 8 . 5 :',. r:- / 0.3 0.9 3.7 1 1 1 .53.5 0.6 0.2 0.1 51/.0 . 1 f ¢: 0 11.5 PROPOSED 3-STORY o/ PARTIAL BASEMENT, CLIvIATE p - } �; N ,O.3'' 0.9 3.3 11.3 CONTOLL 3 SELF-STORAGE FACILITY .09 2.5 0.7 0.3 0 fi e1' z _ I 0.3 0.9 2.6 5.• FIRST FLOOR HIGH SLAB FFE: i. 1.5 0.6 0.3 D.2 v s .I: 177.5' ! +3.6:L.6, + 0.3 0.9 3.7 +1417. . 1.5 8.8 3.6 �®O 8 �+.4 Cr) ; I . 11.5 .� - ! 0, ;. . �. + + APPR0 DATE TRANSITION BETWEEN FIRST FLOOR LOW 0 HIGH SLABS • + - ;. s 0.3 0.9 3.3 IO . 5.5 A�4510g. � '!�',�I � r. :, I 'Br^.ISI i 0.3 0.8 2.6 '5. J w , Fl FIRST FLOOR LOWSLAB • L v11 P I . gyp. s s:7 I 0 a 11.5 FEE: 174.5 , _ •' h=am �: 11 k: • 0 1 N r 414.4 , 0.9 -5.2 O.JF„ '; 1 -I 1 0 0 : t. � '1�3 0.8 +24/6 io, :P i1. X1.5 �-::;::IS y: . {-Pyr• .. a t=4 g ° f .2 0.8 3�.6 1 T5.7 6.4 4 6 '2 5 ,':Ai,. .: ••�: 2::: _r. g li pi: : 11.5 .t `T ,' , Y G04ER 1 : . _ ' �� 0 L� + + + + e•D�I ` Y-� i•.:0 tr- - - b ..:'1 �2 0.6 2.6 +8.1 1.5 dR�a 5 1.7 1 o'-''' t �. a 1. • 1 " 1 41::1 : is 4 2 g (WO; N Ob: \• .. b .� 1F I , _i4, • 1. 1 C A - • N {. 11\0.4 1.2 3'.\� 10. $.ii:& 10. i. :§' .i15_b.7 2. 11. 1.44st 1211-11t. :1-1, \jt9: . ::1 0".4 I'• e 0 1 X11 WASH .1� 4' -*\. �- . �5. 4r r \ -Ali id job.6 1.8 �"s.7 6.4' 3.3 6.0 6.1 1.9` 0.6' 0.3 0.5 1.8 6.2 . 6.5 p.6 6.7 6.2 1. 9 0.7 b.3 0.4-. k.' hn. .1� ,L 0.3\b.8-1.5 1.7 1.5 1.7 1.6 0.8 0.3 0.2 0.3 0.8'"1.7 1.8 .6 1.8 1.7 0.8 0.3 0.1 -0'.$, , tiY- L �� b Q.1. 9.2..Q..3 0,3. 0.3 .0.3:. 0,3 .0...2 .0•1, fl-1 .0. ' ..: 0� e • �� 0.0 �4? � �.: � . Q ::i: 4 4. 0 3 Q.2 0 � � � a1 ,� \ w x' ,s' v._a:. , - a, -..-.:Y'S'•..s. \''' ':Y r>va..V.,-,4 9-- s• . N y Ns.v�aLY _ �r y::;yam v, ‘s..'*' • .\. ate v,_y ..y,:'s :S' \t7Petb. b .-.i, O i j p�gat• O re r4}ri►,*ear( -A. 1,eyre ro:41.2 N0 . A T irt!el4_,gi iis44r�►=H.04_,..al-.01 ri4Re�re 4 Mari*i►�41� • ' ; 1r w �.� :p41 1 . f f . , �4ti1F,D f .;1-b, !Y r, _ _ ? e 7 . .1 ,-j.. ! . :a:: f.. 1 . 1 ` f .0 D b.0 .0'. 0 . ' W AI DIY:►' b' S' 28'-0' of s I; / Scale: pHoTomETRic LIGI-ITING - L N AS SHOWN 84=16 . . r r r r I I i i pr®j 0 25 50 75 100 SSTRQUSTI AGI] SCALE IN FEET Drawn By: ELuminaire Schlo uric - maI Project: Project 1 Project: Pro j•ct 1 - donee)@cimkar.com - Libel Syiibol Qty Description Yum. Lumens Lit* Dscription . Unit. jlrrg Mug ilia kvgr/ILn liasalifin A E 27 85WT LED ARC-LUNE WALLPACK - ARCL85U1 5812 0.900 SITE 8 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. 0,NDJ A D C O M P W Z A Ff I, ® W NOTE LIGHTING APPLICATIONS THIS DESIGN IS BASED ON INFORMATION PROVIDED BY OTHERS. ACTUAL RESULTS MAY DIFFER FROM DESIGN,DUE To INACCURATE,ACDRIONAL OR MISSING CRITICAL SITE INFORMATION THAT IS FERMATE To THIS DESIGN. SAIKAR CORPORATION OR CEW UGK TNG IS NOT RESPONSIBLE FOR DIFFERENCES IM DESIGN VERSUS ACTUAL PERFORMANCE BASED ON THIS SITE INFORMATION. ILLUMINANCE VALUES SHOWN ARE CALCULATED FROM THE LUMINAIRE LABORTORY TEST DATA LISTED. LABORATORY TEST ARE MADE UNDER OPTMJUM C. . . ,WITH LAMP OUTPUT AT RATED VALUE AND IN ACCORDANCE WITH ILLUMINATING ENGINEERING STANDARDS. Fax: 972-692-665-4