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ZIL2021-00019 M City of Tigard November 1, 2021 Jalisa Galloway 1300 S Meridian Ave Suite 400 Oklahoma City, OK 73108 Re: Zoning Inquiry Letter—ZIL2021-00019 72nd Apartments 11740 SW 72nd Ave Tigard, OR 97223 Tax lots 1S136DC03300 Dear Jalisa Galloway, This property is located in the Triangle Mixed-Use (TMU) zone within the Tigard Triangle Plan District.The surrounding properties to the north, south,east,and west are also zoned TMU.The site is currently developed with the 72nd Apartments, which are allowed by right in the TMU zone and were approved through a building permit in 2018 (BUP2018-00231 and SIT2018-00019, see attached). The property is not part of a planned unit development. Our records do not show any open or recent land use cases related to this property.It does not appear that there are any open code violations for these properties.The subject property is governed primarily by Chapter 18.660 (Tigard Triangle Plan District). Without further analysis, it is uncertain whether the site is in compliance with the current Development Code or whether any legal nonconforming issues exist. Sincerely, Hope Pollard Associate Planner 13125 SW Hall Blvd. 9 Tigard, Oregon 97223 • 503.639.4171 TTY Relay: 503.684.2772 0 www.tigard-ongov BUP2018mOO231 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 2 ■ 1 SHEET INDEX M SHEET 'P SHEET NAME REV DATE ARCHITECTURAL H I L r L A000 Cover Sheet A010 General Notes, Abbreviations A090 Code Summary _ ARCHITECTS A091 Street &Second Level Code Plan A092 Third &Fourth Level Code Plan 1 7 5 0 B R L A N K E N S R I P A093 Fifth Level &Roof Code Plan S U I T E 4 0 0 A100 Site Plan WEST LINN , OREGON 97065 A110 Site Details TE1 5M . 105 . 8011 FAX 503 . '105 . 80,4 A200 Street Level Plan &Second Level Plan A201 Third Level Plan &Fourth Level Plan A202 Fifth Level Plan &Roof Plan ■ A300 Exterior Elevations I ■ A301 Exterior Elevations A302 Exterior Elevations A303 Exterior Elevations c�` A304 Exterior Elevations I RECEIVED I A310 Building Sections OCT 2 2 201$ A311 Building Sections A400 Unit Plans CITY OF TIGARD A401 Unit Plans BUILL3iG DIVISION e I A402 Unit Plans A420 Enlarged Plans -- _- A430 Suite 120 T.I. - Hair Salon A500 Interior Elevations �'J = A501 Interior Elevations A502 Interior Elevations A503 Interior Elevations A504 Interior Elevations ■ -� =_ A600 Street Level Ceiling Plan &Second Level Ceiling Plan ■ ' A601 Third Level CeilingPlan &Fourth Level Ceiling Plan i 9 A602 Fifth Level Ceiling Plan I - A700 Enlarged Stair&Elevator Plans,Sections, Details �� j,� _moi I I _. _ _�� - A701 Enlarged Stair&Elevator Plans,.Sections, Details - I A702 Stair Details - I " -�� _ � � `�� A800 Construction Assemblies A801 Construction Assemblies LLOYD A810 Accessibility Details A811 Accessibility Details --- _ - A812 Accessibility Details - �-� A813 Accessibility Details A814 Accessibility Details -�- -- A830 Fire Rated Penetration Details I _ G OF 4 A831 Fire Rated Penetration Details A832 Fire Rated Penetration Details --_ A833 Fire Rated Penetration Details ■ - - - - - - - I A834 Fire Rated Penetration Details I ■ - - - - A835 Fire Rated Penetration Details _ A836 Fire Rated Penetration Details A837 Fire Rated Penetration Details A838 Fire Rated Penetration Details A850 Exterior Details A900 Door Schedule - A901 Door Details - ��— A902 Door Details LL' A910 Window Schedule I w - _ A911 Window Details --� �- -- f -- - - A912 Storefront Details z CIVIL p 77� - - ---- - C0.00 General Civil Information 7-7 _- _ C0.01 General Notes C1.00 EL��4-------- xisting Site Survey &Demolition Plan tQ� J C_ - - C1,20 Storm- mater Plan zW ' C110 Grading Flan , C1.30 Utility Plan C5,00 Details • i C5,10 Det ' z � .., ails . '-,' •�, ••�•pDetails �il eer- � � I I a C5,30 Details Q w - 1 .. - - •� _ - E1.12 Site rhotometrics flan l - ECL00 Erosion Control Plan 01 I' i � •aa -. n C) 1,1 Erosion Control Detail E 0 5 " C 1 I' , EOPIER - , GPO.1 �Geopier Notes &Details GPI,1 Geopier Plan j e' , y LANDSCAPE • "4 L100 Landscape Construction Plan 4•. a` A r L101 Landscape Construction Plan IN ■ °�< L200 Irrigation Plan L201 Irrigation Details THIS WIDTH SHOULD BE 3" �{ 4IL202 Irrigation Plan 5th Floor Patio 4 A `, yd6L300 Planting Plan OFFICE COPY °` +' �_ I L301 Planting Plan 5th Floor Patio CITY OF TIGARD REVI ', D FDR CODE COMPLIANCE :b ,.: _ . �DDITIO L PITS REQUIRED STRUCTURAL ,d. :a .4 � � ApI)rtivcd: Fire Sprinkler S100 Structural General Notes S101 Structural General Notes Continued v �., ,'�a - �-�: -,- . ,.,; •, Fire Alarm 11'crtttit ft: J 5102 Structural General Notes Continued Mechanical � Acicli-css: � 1"7 y0 ��w 7;) S110 Structural Live Load Maps Stlitc #• Plumbing S200 Structural Foundation Plan Electrical S201 Structural Second Level Mild Reinforcing &P-T Framing Plans 13�' Date: Q~ � Truss Engineering S202 Structural Second Level Stud And Shear Wall Plan &Third Level Framing Plan Shop drawings 5203 Structural Third Level Stud And Shear Wall Plan &Fourth Level Framing Plan `ether 5204 Structural Fourth Level Stud And Shear Wall Plan &Fifth Level Framing Plan 5205 Structural Fifth Level Stud And Shear Wall Plan &Roof Framing Plan ■ S301 Structural Shear Wall Elevations I ■ S401 Structural Concrete Details 5402 Structural Concrete Details ARCHITECT PLANNING CITY PLANNING & ZONING PLUMBING VICINITY MAP 5501 Structural Post-Tensioned Concrete Details 5502 Structural Post-Tensioned Concrete Details HILL ARCHITECTS PIONEER DESIGN GROUP, INC, CITY OF TAGARD PLANNING DIVISION CROMWELL PLUMBING, INC, S601 Structural Wood framing Details I 1750 BLANKENSHIP RD., SUITE 400 9020 SW WASHINGTON SQ RD. SUITE 170 13125 SW HALL BLVD, 25599 SW 95th AVE. WEST LINN, OR 97068 PORTLAND, OR 97223 TIGARD, OR 97223 WILSONVILLE, OR 97070 f4 5602 Structural Wood Framing Details 51evest 5603 Structural Wood Framing Details rn ATTN: LLOYD HILL ATTN: MATT SPRAGUE ATTN: GARY PAGENSTECHER ATTN: TRAVIS CROMWELL s (n 5604 Structural Wood Framing Details EMAIL: Iloyd,hill@hillarchitects,com EMAIL: msprague@pd-grp,com EMAIL: garyp@tigard-or,gov EMAIL: tcrom@cromwellinc,com > � �� aW lesser*-* S701 Structural CMU Details TEL: 503,305,8033 TEL; 503.643,8286 TEL: 503,718,2434 TEL: 971,224.5304 N n ��' 7 r� •, m � G• N o. Qa s m SPECIAL INSPEE;t ION REO ..;V-rD 9EVI$tbN65 SW Ptaffle St State Of Oregon tri t{:iEI . F fes, ,h rn raI .. ± ..rCt� y 16-OCT-2018 BUILDING PERMIT RESUBMITTAL OWNER STRUCTURAL ENGINEER GEOTECHINCAL ENGINEER MECHANICALa Concrete and Reirdorcinrgs'ti:3l ISSUES In 72nd AVENUE PROPERTY LLC DCI ENGINEERS GEOPACIFIC ENGINEERING, INC. JACOBS HEATING &AIR CONDITIONING J SW Atlanta St SW Hain( Bolts Installed in Concrete -- ■ 11740 SW 72nd AVENUE 400 SW 6th AVENUE, SUITE 605 14835 SW 72nd AVENUE 4474 SE MILWAUKIE AVE, ad a ■ t'RnIECT NUMBER L),swN BY cxecKEo BY TIGARD, OR 97232 PORTLAND, OR 97204 PORTLAND, OR 97224 PORTLAND, OR 97202 n SWaa,Morr ent-Raslstlnr Donn~re'a l^ ,r;q 16761 AO RLC SW Baylor St D SW Baylor St N ReinforcingCy'#r�F�I$c i'r4raasirtCf Steal Tendons ul ATTN: RICHARD CASSINELLI ATTN: SHIRLEY CHALUPA ATTN: BEN ANDERSON ATTN: SCOTT LEVERENZ ;v EMAIL: Rec65@me,com EMAIL: schalupa@dci-engineers,com EMAIL: banderson@geopacificeng.com EMAIL: scottl@jacobsheating,corr s 3 < Structural Welding n ALL DRAWINGS AND WRITTEN MATERIAL APPIARING HEREIN CONSTITUTE TEL: 503.545.5217 TEL: 503.3312619 TEL: 503.598.8445 TEL: 503,234.7331 10 v THE ORIGINAL AND UNPUBLISHED WO&KOf THE ARCHITECT AND MAY NOT 6E DUPLICATED,URI SEI]OR DISCLOSED WITHOUT THE PRIOR WTTEN �z SW Clinton St SW Clinun St Str'�ural Masonry CONSENT OF THE ARCHITECT. a ®2018 HILL ARCHITECTS ��'� h n Rsiniarcen'.�}'�;IArIi Concrete Gt Sf U Q CONTRACTOR CIVIL ENGINEER LANDSCAPE ARCHITECT ELECTRICAL �P�� DSWDartmouth St Insula"`'gG"' °' i'i Q KEYWAY CORP, DCI ENGINEERS PERCIVAI LANDSCAPE ARCHITECTURE WHISKEY HILL ELECTRIC INC. �6's Siara�r. 'led�Ir Res st;�{v I4gt�tera!s COVER SHEET a. ¢ 7275 SW HERMOSO WAY 707 W. 2nd AVENUE 2863 SE WAVERLEIGH BLVD 12600 WHISKEY HILL RD, NE °a W Pillrtg , 0rilletE Pier,and C�;i;sor,s a TIGARD OR 97232-8613 SPOKANE, WA 99201 PORTLAND, OR 97202 HUBBARD, OR 97032 �y _ n' < N Shotcr.te SW Elmhurst St ' v a ATTN: BRIAN FRANK ATTN: WADE GELHAUSEN ATTN: JOE PERCIVAL ATTN: MARTY ALLEN s w Special Gra irtg, xca'�atio7 and FIl'irg co EMAIL: brianf@keywaycorp.com EMAIL: wgelhausen@dci-engineers,com EMAIL perlandscape@gmapl.com EMAIL: marty@whe-inc.com swHerrrtosn way Smoke-Contrd S;; terns o TEL: 503,684,5100 TEL: 509,455.4448 TEL: 503.213,0100 TEL: 503,981,4640 a rV N SW Franklin St n Other Area of Construction CD eCh O AOOO SW Beveland St Southwood Dr 72 N 1L) JAV ]j At At N IF S , I � < t+tep data Q2!D18 Gno9ka Tams or tlse rn 10 0 9 0 8 0 7 0 6 0 5 0 4 0 3 ■ 2 1 10 ■ 9 ■ 8 ■ 7 ■ 6 5 ■ 4 ■ 3 ■ 2 ■ 1 HILL ENERGY CODE COMPLIANCE NOTES : GENERAL NOTES : ,DEFERRED SUBMITTALS : ARCHITECTS z 1. U-FACTORS OF FENESTRATION PRODUCTS (WINDOWS, DOORS AND SKYLIGHTS) SHALL BE DETERMINED IN ACCORDANCE 1, VERIFY DIMENSIONS, ELEVATIONS AND EXISTING CONDITIONS PRIOR TO STARTING ANY WORK. I. SUBMIT DEFERRED SUBMITTAL DOCUMENTS TO ARCHITECT FOR REVIEW AND APPROVAL. 1 7 5 0 BLANKENSHIP ROAD WITH NFRC 100 BY AN ACCREDITED, INDEPENDENT LABORATORY, AND LABELED AND CERTIFIED BY THE MANUFACTURER OR S U I T E 4 0 0 ARE DETERMINED USING THE COMMERCIAL SIZE CATEGORY VALUES LISTED IN CHAPTER 15 OF THE 2009 ASHRAE 2. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY OMISSIONS OR DISCREPANCIES BETWEEN DRAWINGS OR EXISTING 2. SUBMIT ARCHITECT APPROVED DEFERRED SUBMITTAL DOCUMENTS TO BUILDING OFFICIAL FOR APPROVAL. WEST LINN . O R E G 0 N 9 7 O 6 8 HANDBOOK OF FUNDAMENTALS, TABLE NO.4 AND SHALL INCLUDE THE EFFECTS OF THE WINDOW FRAME. CONDITIONS AND RESOLVE WITH ARCHITECT PRIOR TO PROCEEDING WITH THE WORK, 3. DO NOT INSTALL DEFERRED SUBMITTAL ITEMS UNTIL DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE TEL SO; 105 . 80�; FAX 501 . 105 . 80 4 2. THE TEMPORARY LABEL AFIXED TO THE FENESTRATION PRODUCTS SHALL NOT BE REMOVED PRIOR TO INSPECTION. 3. IF INFORMATION IS NOT SHOWN OR IS UNCLEAR, NOTIFY THE ARCHITECT IMMEDIATELY. BUILDING OFFICIAL. 3. SOLAR HEAT GAIN COEFFICIENT (SHGC) OF GLAZED FENESTRATION PRODUCTS (WINDOWS, GLAZED DOORS AND 4. WRITTEN DIMENS€ONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS, 4. DEFERRED SUBMITTAL ITEMS INCLUDE: SKYLIGHTS) SHALL BE DETERMINED IN ACCORDANCE WITH NFRC 200 BY AN ACCREDITED, INDEPENDENT LABORATORY, AND FIRE SPRINKLER SYSTEM • LABELED AND CERTIFIED BY THE MANUFACTURER OR BE DETERMINED USING THE SOLAR HEAT GAIN COEFFICIENTS (SHGC) 5. DETAILS SHOWN ARE TYPICAL. SIMILAR DETAILS APPLY ON SIMILAR CONDITIONS. FIRE ALARM SYSTEM ■ IN CHAPTER 15 OF THE 2009 ASHRAE HANDBOOK OF FUNDAMENTALS,TABLE NO.10. THE OVERALL VALUES MUST CONSIDER MECHANICAL TYPE OF FRAME MATERIAL AND OPERATOR FOR THE SHGC AT NORMAL INCIDENCE. 6. DIMENSIONS SHOWN IN SECTION OR ELEVATIONS ARE TO TOP OF STRUCTURAL MEMBERS OR TOP OF CONCRETE SLAB PRE-ENGINEERED WOOD ROOF TRUSSES UNLESS NOTED OTHERWISE. PRE-ENGINEERED FLOOR JOISTS 4. SEALING OF THE BUILDING ENVELOPE: SEAL OPENINGS AND PENETRATIONS IN THE BUILDING ENVELOPE WITH CAULKING SITE GUARDRAILS MATERIALS OR CLOSE WITH GASKETING SYSTEMS COMPATIBLE WITH THE CONSTRUCTION MATERIALS AND LOCATION. 7. VERIFY BUILDING LOCATION AND FLOOR ELEVATIONS BEFORE PROCEEDING WITH THE WORK. CARPORTS SEAL JOINTS AND SEAMS IN THE SAME MANNER AS OPENEINGS OR TAPE OR COVER WITH A MOISTURE VAPOR-PERMEABLE STEEL STAIRS WRAPPING MATERIAL, SEALING MATERIALS SPANNING JOINTS BETWEEN CONSTRUCTION MATERIALS SHALL ALLOW FOR 8. VERIFY ARCHITECTURAL DETAILS WITH CIVIL, STRUCTURAL, iNTERIORS, PLUMBING, MECHANICAL AND ELECTRICAL SPA EXPANSION AND CONTRACTION OF THE CONSTRUCTION MATERIALS. DRAWINGS BEFORE ORDERING OR INSTALLATION OF ANY ITEM OR WORK. SIGNAGE/ SIGNS FIRESTOPPING 5. WINDOW AND DOOR ASSEMBLIES: AIR LEAKAGE OF WINDOW AND SLIDING OR SWINGING DOOR ASSEMBLIES THAT ARE 9. INSTALL MATERIAL, SYSTEMS AND EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS METAL GUARDRAILS AND HANDRAILS PART OF THE BUILDING ENVELOPE SHALL BE DETERMINED IN ACCORDANCE WITH AAMA/WDMA/CSA 101/I.S.2/A440, OR AND APPLICABLE CODES. MECHANICAL COMCHECK COMPLIANCE CERTIFICATE NFRC 400 BY AN ACCREDITED, INDEPENDENT LABORATORY, AND LABELED AND CERTIFIED BY THE MANUFACTURER, ELECTRICAL COMCHECK COMPLIANCE CERTIFICATE 10. PATCHING OF EXISTING MATERIALS TO MATCH SURROUNDING MATERIAL COLOR AND FINISH, 6. CURTAIN WALL, STOREFRONT GLAZING, AND COMMERCIAL-GLAZED SWINGING ENTRANCE DOORS TO BE TESTED FOR AIR LEAKAGE IN ACCORDANCE WITH ASTM E 283. FOR CURTAIN WALLS AND STOREFRONT GLAZING, THE MAXIMUM AIR LEAKAGE 11. PAINTING TO MATCH EXISTING COLOR. RATE IS 0.3 CUBIC FOOT PER MINUTE PER SQUARE FOOT OF FENESTRATION AREA. FOR COMMERCIAL GLAZED SWINGING ENTRANCE DOORS AND REVOLVING DOORS,THE MAXIMUM AIR LEAKAGE RATE IS 1.00 CFM/FT2 OF DOOR AREA. 12. THE DESIGN PROFESSIONAL FOR THIS PROJECT SHALL REVIEW EACH DEFERRED SUBMITTAL AND PROVIDE A COVER LETTER WITH EACH SUBMITTAL OF THE DEFERRED ITEM ONCE IT HAS BEEN REVIEWED FOR CONFORMANCE WITH THE 7. STAIR AND ELEVATOR SHAFT VENTS AND OTHER OUTDOOR AIR INTAKES AND EXHAUST OPENINGS INTEGRAL TO THE DESIGN INTENT OF THE STRUCTURE PRIOR TO SUBMITTING TO THE BUILDING DIVISION FOR PERMITS. DEFERRED ITEMS ■ BUILDING ENVELOPE TO BE EQUIPPED WITH NOT LESS THAN A CLASS I MOTORIZED, LEAKAGE-RATED DAMPER WITH A SHALL BE SUBMITTED TO THE BUILDING DIVISION FOR APPROVAL AND PERMITS PRIOR TO HAVING SUCH ITEMS ■ MAXIMUM LEAKAGE RATE OF 4 CFM PER SQUARE FOOT AT 1.0 INCH WATER GAUGE WHEN TESTED IN ACCORDANCE WITH INSTALLED. SECTION OSSC 107.3.4.2. AMCA 500D. STAIR AND SHAFT VENT DAMPERS TO BE CAPABLE OF BEING AUTOMATICALLY CLOSED DURING NORMA€. BUILDING OPERATION AND INTERLOCKED TO OPEN AS REQUIRED BY FIRE AND SMOKE DETECTION SYSTEMS. 13. WORK AT THE SITE SHALL COMMENCE WITHIN 180 DAYS OF THE ISSUANCE OF THE BUILDING PERMIT OR THE APPROVALS BECOME NULL AND VOID UNLESS AN EXTENSION IS REQUESTED AND APPROVED. TO REACTIVATE A BUILDING PERMIT 8. BUILDING THERMAL ENVELOPE INSULATION: AN R-VALUE IDENTIFICATION MARK SHALL BE APPLIED (BY MANUFACTURER)TO ONCE IT HAS EXPIRED FEES WILL BE REQUIRED TO BE PAID BEFORE AN APPROVAL IS RECEIVED, SECTION OSSC 105.5. /I► EACH PIECE OF INSULATION 12 INCHES OR GREATER IN WIDTH. ALTERNATELY, INSULATION INSTALLERS SHALL PROVIDE A SIGNED, DATED AND POSTED CERTIFICATION LISTING THE TYPE, MANUFACTURER AND R-VALUE OF INSULATION INSTALLED. 14. A COMPLETE SET OF APPROVED CONSTRUCTION DOCUMENTS INCLUDING DRAWINGS, SPECIFICATIONS, ENERGY FORMS, REFER TO CODE SECTION FOR BLOWN OR SPRAYED INSULATION INSTALLATION/SETTLING DEPTHS AND MARKER CALCULATIONS AND ANY OTHER ATTACHMENTS MUST BE ON THE JOB SITE AND AVAILABLE TO THE INSPECTOR DURING LLOYD H REQUIREMENTS ALL INSPECTIONS. SECTION OSSC 107.5. U- 9, INSULATION MARK INSTALLATION: INSULATING MATERIALS SHALL BE INSTALLED SUCH THAT THE MANUFACTURER'S R- 15. CHANGES TO, OR DEVIATIONS FROM, THE APPROVED CONSTRUCTION DOCUMENTS, SHALL BE SUBMITTED TO THE VALUE MARK IS READILY OBSERVABLE UPON INSPECTION. AUTHORITY HAVING JURISDICTION FOR APPROVAL BEFORE SUCH CHANGES ARE INCORPORATED ON THE JOB SITE, SECTION OSSC 107.4. `}O 10. INSULATION PRODUCT RATING: THERMAL RESISTANCE (R-VALUE) OF INSULATION SHALL BE DETERMINED IN ACCORDANCE OF WITH THE U.S. FTC R VALUE RULE. 16, PRIOR TO FINAL INSPECTION, APPROVAL AND A CERTIFICATE OF OCCUPANCY BEING ISSUED EACH SPECIAL INSPECTION VV 11 ITEM MUST HAVE A LETTER OF ACCEPTANCE FROM THE APPROVED TESTING AGENCY ACKNOWLEDGING THE WORK WAS 11, INSULATION AT ROOF ATTICS SHALL BE R-38 MINIMUM. COMPLETED IN AN ACCEPTABLE MANNER IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. SECTION OSSC 111, 12. INSULATION AT WOOD STUD WALLS ADJACENT TO UNCONDITIONED SPACE TO BE R-21 MINIMUM. ■ 17. OBTAIN SEPARATE PERMITS AS REQUIRED FOR FIRE LINE, FIRE ALARM, FIRE SUPPRESSION, MECHANICAL (HVAC), ■ 13. INSULATION AT METAL STUD WALLS ADJACENT TO UNCONDITIONED SPACE TO BE R-13 MINIMUM, WITH R-7.5 MINIMUM PLUMBING, ELECTRICAL, LOW VOLTAGE (EACH SYSTEM IS A SEPARATE PERMIT), RACKING OR SHELVES OVER 5'9", CONTINUOUS RIGID INSULATION. SIGNAGE, LIGHT POLES, CLUSTERED MAIL BOXES, TENANT IMPROVEMENT PLANS, SECTION OSSC 105.2. 14. VINYL FRAME WINDOWS SHALL BE GLAZED WITH DUAL GLAZED, LOW-E, CLEAR GLASS. U-FACTOR=0.30 MAXIMUM. SHGC=0,35 MAXIMUM. 15. GLAZED PATIO DOORS SHALL HAVE A U-FACTOR=0.30 MAXIMUM, SHGC=0.35 MAXIMUM. z 16. INSULATION AT CONCRETE FLOORS OVER UNHEATED SPACE TO BE R-15 MINIMUM. W_j Z O liO uj 11~V V r w � Lu 63.3 ■ Z Z W W 7 � Q < 0 Q N h- ti ca O w d' d DETAIL NUMBER N 88 jVIEWNAME DRAWING TITLE ABBREVIATIONS (;W8888 SCALE: 1/8° = V-0 ■ SHEET NUMBER ■ DETAIL NUMBER THIS WIDTH SHOULD BE 3" ; & AND DBL DOUBLE HB HOSE BIB 0/ OVER T TREADS PP Of ECT 88 I SECTION CUT @ AT DEG DEGREE HC HOLLOW CORE OC ON CENTER T&B TOP & BOTTOM NORTH A8888 # NUMBER DEPT DEPARTMENT H/C HANDICAP O/C ON CENTER TD TREAD DEPTH SHEET NUMBER -- % PERCENT DET DETAIL HDCP HANDICAP OD OUTSIDE DIAMETER T&G TONGUE & GROOVED % PERCENTAGE D.F. DOUG FIR HDR HEADER OD OUTSIDE DIMENSION TEMP TEMPERATURE DETAIL NUMBER # POUNDS D.I. DROP INLET HDWR HARDWARE OH OVERHEAD THK THICK DETAIL CUT DIA DIAMETER HM HOLLOW METAL ORD OVERFLOW ROOF DRAIN T.0, TOP OF - NORTH ARROW 88 AB ANCHOR BOLT DIAG DIAGONAL HP HORSE POWER OFCI OWNER FURNISHED TOC TOP OF CURB A8888 ABBREVS ABBREVIATIONS DIM DIMENSION HR HOUR CONTRACTOR INSTALLED TP TOP PLATE SHEET NUMBER A/C AIR CONDITIONER DK FTN DRINKING FOUNTAIN HOR HORIZONTAL TS TUBE STEEL AC ASPHALTIC CONCRETE DN DOWN HORIZ HORIZONTAL PERF PERFORATED TYP TYPICAL DETAIL NUMBER ADI ADJUSTABLE DR DOOR HT HEIGHT PIP POURED IN PLACE gg EXTERIOR ELEVATION AFF ABOVE FINISH FLOOR DS DOWNSPOUT HVAC HEATING VENTILATING &AC PL PROPERTY LINE UL UNDERWRITER'S LABORATORY ��, SINGLE COLUMN Agggg AGG AGGREGATE DTL DETAIL HW HOT WATER PLAM PLASTIC LAMINATE UNO UNLESS NOTED OTHERWISE REFERENCE SHEET NUMBER ALT ALTERNATE DWG DRAWING PLYWD PLYWOOD ALUM ALUMINUM ID INSIDE DIAMETER PSF POUNDS PER SQUARE FOOT V.B. VAPOR BARRIER 8 DETAIL NUMBER 8 ANDD ANODIZED (E) EXISTING ID INSIDE DIMENSION PSI POUNDS PER SQUARE INCH VCT VINYL COMPOSITION TILE DETAIL NUMBER 8 APPROX APPROXIMATELY EA EACH IE INVERT ELEVATION PT PAINT/ PRESSURE TREATED VERT VERTICAL I I (TYP,) _-_-#8 Agggg 8 INTERIOR ELEVATION ■ � _ MARKER ■ ARCH ARCHITECTURAL E] EXPANSION JOINT INSUL INSULATION PWC POLYVINYLCHLORIDE VG VERTICAL GRAIN AT ACOUSTIC TILE PANEL EL ELEVATION INT INTERIOR V.I.F VERIFY IN FIELD A888g --- --� DETAIL MARKER SHEET NUMBER --'" 8 8 8 ELEC ELECTRICAL QT QUARRY TILE VR VAPOR RETARDER BB BEAD BOARD ELEV ELEVATION JAN JANITORIAL V.T,0, VENT TO OUTSIDE BD BOARD EQ EQUAL IST JOIST R RADIUS VTR VENT TO ROOF SHEET NUMBER DETAIL NUMBER BLDG BUILDING EXIST EXISTING IT. JOINT RAD RADIUS � � BLKG BLOCKING EXP EXPOSED RB RUBBER BASE W WATT BUILDING SECTION TAG MATCHLINE - SEE 1 /A101 MATCHLINE INDICATOR BM BEAM EXT EXTERIOR KW KILOWATT R.D. ROOF DRAIN W/ WITH BOT BOTTOM REFL REFLECTED WC WATER CLOSET DRAWING NUMBER SHEET NUMBER B.O. BOTTOM OF F FLAT (SEE PT) LAM LAMINATE REINF REINFORCED WD WASHER/ DRYER 88 88 ... m BP BOTTOM PLATE FAC FACTORY SUPPLIED LAV LAVATORY REV REVERSE WD WOOD A8888 A8888 BRG BEARING FD FLOOR DRAIN LB POUNDS REQ'D REQUIRED WH WATER HEATER SHEET NUMBER KEYED NOTE BRZ BRONZE FDN FOUNDATION L.F. LINEAR FEET RM ROOM W/0 WITHOUT BTWN BETWEEN FEC FIRE EXTINGUISHER CABINET LVR LOUVER RO ROUGH OPENING WP WATERPROOF BUR BUILT-UP ROOFING FG FIBERGLASS RD ROOF DRAIN WR WATER RESISTANT 888A DOOR TAG _ FINISH FLOOR LEVEL FLOOR LEVEL DATUM rEVlsinNs FG FINISH GRADE MAT MATERIAL ROW RIGHT OF WAY WCOT WAINSCOT 101.00 u CAB CABINET FIN FINISH MAX MAXIMUM WWF WELDED WIRE FABRIC 16-OCT-2018 BUILDING PERMIT RESUBMITTAL CB CATCH BASIN FIN. FLR, FINISH FLOOR MB MACHINE BOLT SC SOLID CORE W88 WALL TAG 10� 1,sufs c CBC CALIFORNIA BUILDING CODE FLUOR FLUORESCENT M.D.O. MEDIUM DENSITY OVERLAY S.C.D. SEE CIVIL DWGS S0 ELEVATION TAG o ■ CFM CUBIC FEET PER MINUTE FLR FLOOR MECH MECHANICAL SCHED SCHEDULE ■ PRf1pECT NUMBER DRAWNBY CHECKED BY ci CONTINUOUS INSULATION F.0. FACE OF MED MEDIUM SHT SHEET 88 WINDOW TAG _ 16761 KT RLC CJ CONTROL JOINT F.0.C. FACE OF CONCRETE MFR MANUFACTURER SHTHG SHEATHING U CLG CEILING F.0.F. FACE OF FINISH MH MANHOLE SF SQUARE FOOT .- C/L CENTER LINE F.0.S. FACE OF STUD MIN MINIMUM SF SQUARE FEET /88\ REVISION TAG8�8 MATERIAL TAG n CLR CLEAR FRP FIBERGLASS REINFORCED PANEL MISC MISCELLANEOUS SG SEMI GLOSS (SEE PT) ALL DRAWINGS AND NPUBLN MSArfOR OF THE HEREIN ANDCONMAY CMU CONCRETE MASONRY UNITS F,S. FLOOR SINK M.O. MASONRY OPENING SIM SIMILAR NOT BE DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CO CLEAN OUT FT FOOT/FEET M.0.3. MEASURE ON JOB SPEC SPECIFICATIONS CONSENT Of THE ARCHITECT. - ROOM NAME0 2018 HILL ARCHITECTS NAME---Q) COL COLUMN FTG FOOTING M.R. MOISTURE RESISTANT SQ SQUARE UNITNAME--- UNIT TYPE fle< CONC CONCRETE MTD MOUNTED SR SEMI- RECESSED ROOM NAME UNIT TYPE AND ROOM TAG 101 - UNIT NUMBER AREA TAG U CONST CONSTRUCTION G GLOSS SEE PT MTL METAL SS STAINLESS STEEL 2 a ( ) 15500 SF,-*,-*, ROOM NUMBER 150 SFS-----_ UNIT AREA a CONT CONTINUOUS GA GAGE S.S.D. SEE STRUCTURAL DWG g O TE S, CPT CARPET G.C. GENERAL CONTRACTOR (&SUBS) (N) NEW ST STAIN ROOM AREA GENERAL CT CERAMIC TILE GEN GENERAL NAT NATURAL STD STANDARD Ern CU CEMENTIOUS UNDERLAYMENT GI GALVANIZED IRON NIC NOT IN CONTRACT STL STEEL ABBREVIATIONS 00 CW COLD WATER GALV GALVANIZED NO NUMBER ST&L STAIN & LACQUER SYMBOLS GL GLASS NOM NOMINAL STOR STORAGE 00 GL GLUE LAM NTS NOT TO SCALE SUBS SUBMITTALS SALE: 12" i' 0" 0 GND GROUND SUSP SUSPENDED 0 G.S.M. GALV. SHEET MTL SV SHEET VINYL GYP GYPSUM SYMBS SYMBOLS o GWB GYPSUM WALL BOARD A01 0-- ra 0 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 10 ■ 9 - ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 M H ILL 5 4 3 ARCHITECTS BUILDING #1 :: STREET LEVEL Code Used - 2014 Oregon Structural Specialty Code ( OSSC) 1750 BLANKENSHIP ROAD SURE 400 BUILDING OCCUPANCY&CONSTRUCTION TYPE Height (Stories/Feet) Area Notes WEST L1NN, OREGON 97065 Occupancy(Mixed) 5-2 Parking Garage(enclosed) Unlimited Unlimited OSSC Sec 310.3+510.2 +Table 503 Tit 503 . 305 . 8033 FAX 50.3 . 305 . 8034 North Stair Roof - - _ - _ - - - I North Stair Roof (Nonseparated uses per 508.1 M Merchantile Unlimited Unlimited 581-011 I �- West Rood$" -- - - --- �- - ^� B Business Unlimited Unlimited - - 70 SF 56'-2° East Roof - _ - - R-2 Apartments Unlimited Unlimited ■ 54' 011 _- Type of Construction I-A Full S rinklered, _�.__ West Roof Low � YP � Y p NFPA-13 OSSC Table 503 ■ 52'-2" Actual Building Area S-2 Parking Garage(enclosed) 6,290 _ M Merchantile Level 5 Datum -- _- 1,753 - - - I- B Business 4[I-711 _ 5�7 Level 5 i. --_ - Le[v]el 5 - R-2 Apartments -- -- j . ; 504 44'-111 I I �� U.L U VVenln � - - - I I I II I 441-111 a23L TOTAL 1 story 9,114T-1 I - - c' Actual Building Height 1 story -- �i FIRE SPRINKLERS Type 13 Required OSSC Sec.510.2.6 - - - Level4 Level4 I _ 33'-10" 33'-10'" FIRE RESISTIVE RATING REQUIREMENTS Structural Frame 3 Hour OSSC Table 601 lAn CC Bearing Walls-EXTERIOR 3 Hour OSSC Table 601 - Bearing Walls-INTERIOR 3 Hour OSSC Table 601&602 53.3% oaeni-i - owe I - - : Non-bearing Walls-INTERIOR I 0 Hour �OSSC Table 601&602 non-combustible ■ Level 3 I ' I 1 Level 3 Floor Construction 2 Hour OSSC Table 601 F-1 f F-11 71 -- 231-711 I 23'_7° Roof Construction 3 Hour Horizontal Separation-Sec 510.2 Shafts 2 Hour Shaft Enclosures,Sec.713.4+510.2.4 ^� Elevator Shafts 2 Hour Shaft Enclosures,Sec.713.4+510.2.4 - I Stair Enclosures 2 Hour OSSC Sec. 1022.2+-707.3.2+510.2.4 Occupancy Separations 1 Hour Fire Barrier S-2/M,S-2/R,R/M OSSC Table 508AEl G �r Level i1 �, - -� - Level 2 LWYD ._ - - .- i,.:4.� .. _ _ �-'•• �• - _ ., •rte. A••''.. � � -- t I! 13 4;1 ice'` : � ,��'-_';' _ -I_-' 13-4 1. AUTOMATIC FIRE SPRINKLER SYSTEM TO BE DESIGNED)AND INSTALLED AS REQUIED BY OSSC 903 AND NFPA 13. ,1 II 2. SUBMIT SPRINKLER SYSTEM PLANS AND SPECIFICATIONS TO LOCAL JURISDICTION FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. LIIi1 � 11 _ �I 1 -�-1 iI J__L -- I € I I_I--- L I (I�' 3. SPRINKLER SYSTEM TO BE FULLY AUTOMATIC AND MONITORED. a, 11 _ LI11 III I1 i7X7.1 I OF D North Stair Lobby t II 234'-0" BUILDING #1-B :: LOBBY FLOOR thru FOURTH FLOOR Code Used - 2014 Oregon Structural Specialty Code ( OSSC ) 5 4.2 Notes BUILDING OCCUPANCY&CONSTRUCTION TYPE Height (Stories/Feet) Area Occupancy(Mixed) R-2 Apartments - 3/50 12,000 OSSC Sec 310.3 +Table 503 �--� (Nonseparated Uses per 508.3) B Community, Fitness, Roof Terrace 3/50 18,000 7 And(Separated Uses per 508.4) ,L, Type of Construction V-A FullySprinklered, NFPA-13 OSSC Table 503 BUILDING AREA Allowable Building Area per Story(most restrictive) 12,000 sf OSSC Table 503 Z 2 LIFE SAFETY NORTH ELEVATION L) Actual Building Area per Story(largest story-level 2) 9,411 sf Level 2 � � U A090 SCALE: 1/8" = I'-0" Level 2 9,411 - - - Level 3 - -- - 9,301 4 Leve 14 9,300 t7 r^ � Level 5 8,239 B occ:1485 sf, R-2 occ: 6754 sf ■ TOTAL - 36,2S1 ■ w Z 1 3 4 5 BUILDING HEIGHT -- a a R-2, B Separated uses 4/70 N z Actual Building Height 4/57 Sec.504.2+510.2 w 1 `- -- - o I FIRE SPRINKLERS Type 13 Required OSSC Sec.504.2, 1021.2,903.2.8 k - FIRE RESISTIVE RATING REQUIREMENTS West Roof High 5 Structural Frame 1 Hour OSSC Table 601 - - East Roof Bearing Walls-EXTERIOR 1 Hour OSSC Table 601 I i 54"-0'I -_ _- I Bearing Walls-INTERIOR - 1 Hour OSSC Table 601&602 Non-Bearing Walls-INTERIOR 0 Hour OSSC Sec.705.8.1, exception 2& OSSC Table 601&602 Non-Bearing Corridor Walls 1 half Hour OSSC Table 1018.1 Floor Construction 1 Hour OSSC Table 601 ■ Level 5 , "` - Level 5 Roof Construction 1 Hour OSSC Table 601 ■ Y 441-1" I - -' 441-111 Shafts 2 Hour Shaft Enclosures,OSSC Sec.713.4 OSSC Sec.713.14 THIS WIDTH SHOULD BE 3" - Elevator Shafts 2 Hour Shaft Enclosures, Unit Separation Walls 1 Hour Fire Partitions,Sec.708.3,420.2 _ Unit Separation Floors 1 Hour Horizontal Separations,Sec.711.3 Stair Enclosures 2 Hour - OSSC Sec. 1022.2 &707.3.2 I� I Unit Separation Walls 50 STC _ Air-borne Sound,Sec.1207.2 Level 4 - Level 4 Unit Separation Floors 50 STC Air-borne Sound,Sec.1207.2 33'-10" - [l 331-1011 Unit Separation Floors 5o IIC Structure-borne Sound,Sec 1207.3 U = 1 HR. EXTERIOR BEARING i 2 HR. FIRE 3ARRIER TYP, J WALL W/INTERIOR �� FIRE PROTECTION FEATURES: -; EXPOSURE ONLY TYP, 1. AUTOMATIC FIRE SPRINKLER SYSTEM TO BE DESIGNED AND INSTALLED AS REQUIED BY OSSC 903 AND NFPA 13. 2. SUBMIT SPRINKLER SYSTEM PLANS AND SPECIFICATIONS TO LOCAL JURISDICTION FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. Level 3 I Level 3 -�r-J - 3. SPRINKLER SYSTEM SHALL TO BE FULLY AUTOMATIC AND MONITORED. 23'_711 _4 _ 23'-711 4 4. _ 1 HR. HORIZONTAL ■ _ 1 SEPERATION ■ _ 3 HR. WALL TYP. Level 2 I Level 2 13'-411 - .: ° ITA" f C 3 HR. HORIZONTAL SEPERATION J. m `_ L -L i SMLOTNG-PA[7 234'-0" REVISIONS i\ 16-OCT-2018 BUILDING PERMIT RESUBMITTAL L 3 4.2 5 U C p ■ ■ PROJECT f�umBER DRAWN BY CHECKID BY TI 16761 RC RLC V) U I ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ti LIFE SAFETY BUILDING SECTION THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY +� 1 NOT BE DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN +�- CONSENT OF THE ARCHITECT, !, 0 2018 HILL ARCHITECTS A090 SCALE: I/8" 1'-0" r U Q CGDE SUMMARY a rn 0 ri Co Q N Q� a� A090 rts r� 10 0 9 0 8 0 7 0 6 0 5 0 4 0 3 0 2 ■ 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 i-1 H ILL x ARCHITECTS x 1750 BLANKENSHIP ROAD SUITE 400 WEST LINN , OREGON 97068 TEL 503 . 305 . 8011 FAX 503 . 305 . 8034 ■ ■ 1 2 3 4 5 1 1.6 3 4.2 5 I I I I I I I I I I PROPERTY LINE �� PROPERTY LINE c� I I I I I Lu I I I I 1 I I I Wa 1 � 1 � 1 � � ► I1 � � �� jI e ------------- x Ln I _ I _ LLOYD Ln n OPENING IN CONCRETE WALL Ole 1 R. EXTERIOR NON BEARING W/ OCCUPANCY ' ;fit----- � EXPOSURE FROM INSIDE ONLY OCCUPANCYI I - UNPROTECTED OPENINGS z _ 2 HR. FIRE BARRIER TYP. -; ALLOWED UP TO 45 la OF WALL B o AREA PER IBC ABLE 705.8 [:LEVATOR I i- ELEVATOR 1 HR, LOAD BEARING TYP. ■ 'EXIT ACCESS-CORRIDOR J I EXIT ACCESS-STAIR ■ EXIT ACCESS-STAIR -- G"4 I I I 1 HR, EXTERIOR LOAD M �.R-2 1 HR. EXT, RATED INTERIOR in 5 -- i I -- BEARING WALL W/EXPOSURE S-2 EXPOSURE ONLY TYP. FROM INSIDE ONLY 41 = 3 3 15 V , X z r 1 HR FIRE PARTITION _ Lu BETWEEN UNITS TYP. CORRIDOR - I ._. _------ — — — — -- ------ — — G.1 LuLu I G — — 254 o c I I I I O Cf 0 1 HR. FIRE PARTITION TYP. w Ln W ■ - - F"4 ■ W - C=rI ul a � o 0 I ,` ` o b — o'Z I II I _ o o I_ f — — — — nE CORRIDOR z I 3 HR, WALL TYP. { I N rFi1 --- -- -- -- -- -- -- — -- — -- — -- -- — -- — A090 - A090 A090IL PATH 213 ■ 4J, 40'-4" m, C.6 — — ■ =# THIS WIDTH SHOULD BE 3" -►I QI `° I �I I 2 HR. FIRE BARRIER WALL TYP. in =1 60 -- — �� [PATH 26 I U ob — — — — — L 6.9 401 77I 2Li 3' ■ I � 8 i 15 �-_� _ 41 I I � Ln - I I ILn m (LEVI5ION5 I I I 16-OCT-2018 BUILDING PERMIT RESUBMITTAL I I ISSUES u C p ■ ■ PROTECT NUMBER DRAWN BY CHECKED BY 16761 RC RLC u I t� ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE I THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY r-I NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT Of THE ARCHITECT- 0 2018 HILL ARCHITECTS 111 t� u 1 2 3 4 PROSECT PROTECT 5 1 1.6 1.9 3 4.2 5 Q STREET & SECOND LEVEL NORTH NORTH CODE PLAN 00 U) 00 2 LEVEL 2 LIFE SAFETY FLAN STREET LEVEL LIFE SAFETY PLAN r 0 N a' A091 SCALE: 1/8" = 1'-0" A091 SCALE: 1/8" = f-0" CD A© 91 0 10 ■ 9 ■ 8 ■ 7 ■ 6 2 5 ■ 4 0 3 ■ 2 ■ 1 10 ■ 9 ■ 8 ■ 7 ■, 6 ■ 5 ■ 4 ■ 3 2 ■ 1 HILL ARCHITECTS S 1750 B L A N K E N S H I P ROAD SUITE 400 WEST LINN. OREGON 97068 TEL 503 . 105 . 8033 FAX 503 . 305 . 80'N4 1 2 3 4 5 1 2 3 4 5 I I I f I I I I I I PROPERTY LINE PROPERTY LINE ■ i i ! ! i i i ! i ! ! ! ! i i ! ! ! ! ! i i i i i ! ! ! ! i i i i ■ 2 HR. SHAFT WALL I I I I I t BETWEEN ELEVATOR AND EXIT STAIR TYP. G ^ LLLLOYD <- o = — QCCUPANCY OCCUPANCY .. 1V OF �s f 2 HR. FIRE BARRIER TYP, I ELEVATOR I II I 2 HR. FIRE BARRIER TYP. — ❑ ELEVATOR 0P ❑ 1:1 EXIT ACCESS-CORRIDOR Q s gl EXIT ACCESS-CORRIDOR ■ 1 HR. LOAD BEARING TYP. '. - � 1 HR, LOAD BEARING TYP. - tl❑ ❑ EXIT ACCESS-STAIR ■EXIT ACCESS-STAIR -_ 1 tl I ❑ I _ ❑ R-2 . R-2 1 HR. EXT. RATED INTERIOR 3 1 HR. EXT. RATED INTERIOR 3 — EXPOSURE ONLY TYP. EXPOSURE ONLY TYP, x k am NJ z 1 HR, FIRE PARTITION — i HR. FIRE PARTITION LLI BETWEEN UNITS TYP. - _ o ,� BETWEEN UNITS TYP. _ Q 01— �, - 177 1 HR, EXTERIOR BEARING , -0 WALL W/ EXPOSURE FROM INSIDE ONLY TYP. oo — I — O H ,. QIP I I alN I I W c- - Ln ■ I I ■ 2 HR. SHAFT TYP. W - -- 1 Z z D 1 0 M I _ z Un 0 QI I QI > L PATH 4A v PATH 3A r, r- _..! �w Q 20-10 20 10 al 1 1 �� <I 1 Q LL T"or-m rn PATH 4A — PATH 3A0 r�—� Ln, 25'-8" i- J 25'-8" al — — — As, — — — — 17 A090 `' c2F _ ___ A090 A090 A090 - -- PATH 4E! — PATH 313 ONNED INNED 40000 =0 4SMIND 4NNNN 40000 40000 me 40000 40000 GINED NUNN vimmN Nommi ommom ommmN am sommo mmI ■ 40'-4" m Ln �r 40'-4" m 11111111 T `r `'' THIS WIDTH SHOULD BE 3" ►� Q � co Mn Q — ¢1 e1 PATH 46 — — ¢I N (PATH 3B u u0 0 1 L 4'-s" 0 0 I L 4'-8" — 1 — Nl— Ln Ln - - — 0 000 U ° 23 o b _ 23 i C93 I I I I I I I I , no 0 0 1.6 REVISIONS M I I I I I I I I I I 16-OCT-2018 BUILDING PERMIT RESUBMITTAL to ssu€s u C_ ■ ■ PROJECTNUMBER DRAWN BY CHECKED BY 0 I I l I I I I I I I I 16761 RC RLC U) U I ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE r` THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY 1p NOT 8E DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN , I I I p I I I I I CONSENT OF THE ARCHITECT- 6 1 ®2018 HILL ARCHITECTS U a 1 2 3 4 PROIFCT PROSECT IR5 1 2 3 4 5 ¢ THD & FOURTH LEVEL NORTH NORTH CODE PLAN 00 in °° 2 LEVEL 4 LIFE SAFETY FLAN 1 LEVEL 3 LIFE SAFETY FLAN N A092 SCALE: 1/8" = V-0" A092 SCALE: 1/8" = 1'-0° i v A092 a 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 10 ■ 4 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 m HILL ARCHITECTS 1 1750 BLANKENSHIP ROAD S U I T E 400 WEST LINN. OREGON 97068 I TEL 503 . 305 . 3033 FAX 503 . 305 . 8034 I I ■ ■ 1 2 3 4 5 1 2 3 4 5 Lp I I I I f I I I I I PROPERTY LINE PROPERTY LINE I � 11 7•^E _ 1 HR. FIRE RATED ROOF CONSTRUCTION WITHIN I I I I I I 5' OF PROP. LINE I � ,� wi I - - H H I �0 I � tik .� , ` - � OF I I l k 1 HR. LOAD BEARING TYP. - 2 HR. FIRE BARRI TYP. - ss B _ J i l l 11 6 41 l ELEVATOR I I I EXIT ACCESS-CORRIDOR ■ - + EXIT ACCESS-STAIR I I I I 1 HR. EXT. RATED INTERIOR - 1� y R-2 I L_—�_-�—�— � —� —� —_ EXPOSURE ONLYTYP. 41 G 0 I I- I z ' - - --- 1 HR. FIRE PARTITION IL - ( I-— —�-—-7—-r- — — _ _ a BETWEEN UNITS TYP. a _. � ,- I -- -- Imo► - _ —— — I 111 r .a O Lo n I � la 1J - I ■ I I z z -� W —J� I ]_ e PATH SA J � 1 - 17'_x/,1 z z F F z z I 10 0 - I > ---------- F- LO alN - I z — I ,JJ 1 D � o0I r 1 ■ I - —— -� I I I E 1 I �PATH ;A� PATH 5A J I� THIS WIDTH SHOULD BE 3" �I 1� Za� Qr;� - - - - PATH 5A 12'-0" - _� L IC t I I I I I I I — —I v N T - o0 If j � Z:Lx�x mm 0 in PATH 5B - I m .,.t. r. .. m I 1 - - _ I _ 15'-0, 1 r + , l — — —�— �— — .. _ ¢ICD ' r I PATH 513 F Ln 61 I I I I 1- � al I�I�V0101� QI 0 -- I Cal ■ _, I I , I — Lor ■ � 11 - � II � m I � � 1 1 � � ATH 5B rL I —.1 ATH 5 - --- i T k -- _ I I I I -•--- _ I __ _ B IJIM I I -- -- l I # I I I I I I m n _ - A A z -- - -- REVISIONS rn M I I I f I I I I I I 15-OCT-2018 BUILDING PERMIT RESUBMITTAL L. ISSUES U p ■ ■ PROIECT NUMBER DRAWN BY CHECKED BY M I I ► I I I f I I 16761 RC RLC u I lO ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE M1 THE ORIGINAL AND UNPUBLISHED WORK Of THE ARCHITECT AND MAY r-I NOT BE DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF THE ARCHITECT. m 2018 HILL ARCHITECTS (Il fY U 1 2 3 4 5 1 2 3 4 5 FIFTH LEVEL & ROOF CODE PROJECT PROJECT n a' NORTH NORTH PLAN 00 In Ln Go 1-11 0 2 ROOF LIFE SAFETY PLAN i LEVEL 5 LIFE SAFETY FLAN a I N m A093 SCALE: 1/8" = 1'-01' A093 SCALE: 1/8" = V-0" ti A093 a 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 0 4 ■ 3 ■ 2 ■ 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 r-� MILL ARCHITECTS 1 7 5 0 BLANKENSHIP ROAD SUITE 400 WEST LINN , OREGON 97068 TF1 503 . 305 . 8033 FAX 503 . 305 . 8034 I 5 A110 COMPACTED GRAVEL WALKWAY CONCRETE STAIR W/ c� 1 WOOD BENCHES END OF 5' FENCE �- RETAINING WALL STEEL PIPE HANDRAILS RETAINING WALL Iti BICYCLE RACK {V ELECTRICAL 2 ? 13 RISERS @ 6"AND 12"TREADS TRANSFORMER TRASH AND RECYCLE ENCLOSURE (6 SPOTS) EQUIPMENT �y - - v,236.80 00 238.30 CO - - - - - 240.5Q TOW 1 TRASH/RECYCLE P ROJ E CT LOCATION & DATA 35-0 �-- 244.99 F5 I 1�,. 11740 SIN 72ND AVE.,TIGARD, OR 97223 `� .. 245.4il FS � i ��._ DOWN \` BETWEEN CLINTON AND BAYLOR STREETS \ 235.49 F ___ I 235.26 FS -� i I I 28.25 -� -3.5% -� 238.7'5 FS - I I SITE ACREAGE: 0.59 ACRES I X245.80 TOW LEVEL FOR- 2 - - - - - - 2 4.08 � OP i ACCS. PATH � BUMPER OVERHANG FS1� 235.10 S I I I i 11 I -� 20 TC \I PARKING INVENTORY - - z I -235.62 FF I- I� I 2 FS I 235.5$ j GARAGE WENTILATION GRATE SURFACE AT N ST IRI I Lu 7.29I w CIF TC ' STANDARD SPACES 23 �� , 246.$0 TOW I z � � �� .. .,.. ..��,. �- ,_� . .,_.._� _�„� I LLOYD 235.10 - -- 235.19 FF i I I I \ I ACCESSIBLE SPACES 1 p L - J I I I I u- _ C2 (FUTURE T.L) I I a 1 I GARAGE 1 � I 1 4.7% I I I Lu BICYCLE RACK I - -- I STANDARD SPACES 17 O m I 244.1{} FS I �, 1P - 01 46'-0" L ! _ t1 I I `I i DOWNSPOUT ACCESSIBLE SPACES 1 5'-6" 246.30 TC _ I TOTAL 42 11'-0" 11'-0" 0" 13'-Q i----- /' � 245.80 FS----- 233.68 i 246.63 FF 246.35 FS I I ■ I FS 246.59 FS `-__ i I w 1� 10 46.90 I I CARPORT-6 SPACES ■ I, (AT 2ND LUL) �- 2 40 \N I (HATCHES) APARTMENT INVENTORY I I I r 246,80 TOW II 7% \II STREET LEVEL 2ND LEVEL 3RD LEVEL 4TH LEVEL 5TH LEVEL TOTAL 24.10 FS I I I - �I s - - - -- I I �' { COMMERCIAL 3 TO 4 0 0 0 0 3 TO 4uu _. cc Lu Lu � - ' ; W I \� TYPE A ACCESSIBLE STUDIO 0 1 0 0 0 1 uu Lu cc Ln I �I STUDIO 0 5 5 5 0 15 W Lu BICYCLE RACK j PRKG GARAGE a 1,5 -- _ .-- LLA I 233.10 - ` i ; 1 Q�/a a --I- 245.40 TC z .0 C _ ONE BEDROOM 0 5 6 6 2 19 FS -- - i 9 FS z I r __.�� I 244.90 FS TWO BEDROOM 0 0 0 0 3 3 234.10 r A110 �_ I FS �--{--I 234.30 FF I � I A 234.26 FS 221-QO TOTAL 0 11 11 11 5 39 I (FUTURE T.L) I L 4 FS 5 FENCE � Ja � a c- _ BICYCLE RACK r � F I u_ o 245.15 TC 245 36 FS \I ADDRESSING Z) off. ■ j �y I I 244.65 FS I \ I - - ■ u--� W w I � �I APT. 201-211 SECOND LEVEL UNITS 201-211 > lam. r `y T-01' �561-0*CONCRETE PLANTER ; , , �- r I APT. 301-311 THIRD LEVEL UNITS 301-311 N N " 1 I � n I 18-6 TYP. STD. SPACE -0 41-: TYP. . SPACE I a �'-� 16'- " APT. - FOURTH LEVEL UNITS 401-411 ` _- APT. 501-505 FIFTH LEVEL UNITS 501, 502, 503, 504, 505, 509, 510 j - '232.70.. i - 24.5.00 TOW 243.00 F5 � �- � I DOWNSPOUT . FS a� � i � � I \ I 11714 SW 72ND AVE COMMERCIAL SPACE - GROUND LEVEL UNIT 1306 - I - � �2 .5'\"\ 11734 SW 72ND AVE COMMERCIAL SPACE - GROUND LEVEL UNIT 130A j 4.8% j 11740 SW 72ND AVE APARTMENTS BICXCLE RACK (.-------- 242.50 FS I - \� 11754 SW 72ND AVE BEAUTY SALON - GROUND LEVEL UNIT 120 W I II CARPORT-6SPACES 11774 SW 72NDAVE COMMERCIAL SPACE - GROUND LEVEL UNIT 110 1 I ° r I j M- I _ I (HATCHES) I 2 RISERS @ 6" ■ 1 ' 233.10 i 234.70 FF I __jI I ■ G 1234.66 FSI 244.00 TOW ta. I I THIS WIDTH SHOULD BE 3" �►{ 232.05 I1 233.30 FF I t pp FS 33.26 233.26 FS it AT S STAIR 2 (FUTURE T.I.) u? I I --- - ------ - 24450 FS I I FIRE PRO 1 ON 234.75 234.96' 242.50 IFS I I _ WATER VA T 242.51 TC .12 TC I _ _ IT _ I 242.01 FS 242, FS I DOME C 233.26 u 0 \ CU ND I \ TRUCK TURNAROUND VAUP A R K-I-" E N T R Y TRUCK TURNAROUND P L A N T E R XPA PIL A N T E R 26l-00 P L A N TE R 240.50 FS 237.50 FS N T E R ,T L P A R K I-" E N T R Y J �- PANTER 26,-00 PLANTER LPLANTER 240.54 FS i 237.50 FS NTER I 1:,! � 3.3% 234.67 FS J - 14.1% 0 � 242.00 TOW I 5' FENCE I 233.04 234.60 TC/FS CONCRETE STAIR W/ 241.73 FS - 1°4 STEEL PIPE HANDRAILS 14 RISERS @ 6"AND 14"TREADS N 1 unI - M ■ I - 1 STRIPING ■ 232. 8' 4 a m N \ - _ . _ N � mwo r �r �- - DISPOSAL TRUCK PROPERTY LI rn 239.00 TOW I TURNAROUND I a 236.40 TOW Lnn235.60 FS RETAINING WALL . M r 3 ,- m o co ''hl m , I 6 M I REVISIONS I 16-OCT-2018 BUILDING PERMIT RESUBMITTAL Ip I ISSUES t U C - \ - 0I ■ f o TRUCK TURNAROUND ■ PROIkCT NUMBER DRAWN BY CHECKED BY 16761 AO RLC cn U -41 PROJECT �y T to NORTH NORTH E I ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK Of THE ARCHITECT AND MAY tD V NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF THE ARCHITECT. 0 201"HILL ARCHITECTS W SITE PLAN ¢^ A100 SCALE: I" = I0'-0" SITE PLAN a co ,-i co 0 N a A100 10 0 9 0 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 10 ■ 9 ■ 8 . 7 ■ 6 s 5 ■ 4 ■ 3 ■ 2 ■ 1 H ILL ARCHITECTS 1750 BLANIKE NSIP ROAD S UITE 400 WEST LINN . OPEGON 97063 TFL 503 . -405 . 8033 FAX 503 . 305 . 3034 ■ ■ c� ca ■ ■ PLATE 1/4" x 4" x 10"WELD TO 211 4 �� FRAME CROWN FILL 3/4" DIA. HOLES,TYP. +3'-0" ABV. F.G. GRID 6" DIA. STEEL PIPE BOLLARD, PAINT(2)TWO , �l 1/2 DIA, SLIDE BOLT, COATS TRAFFIC YELLOW ALIGN SLIDE BOLT W/ LLOYD 5/8" DIA. I.D. x 1" _ FILL STEEL PIPE WITH NON-SHRINK GROUT CANE BOLT TO CONTROL WELD TO PLATE,TYP. ! " CANE BOLT RETRACTIONPLATE 3J16" LOCK HASP SLOPE TOP OF FOOTING AWAY FROM BOLLARD 1/2" OVERALL AND STOP WELD TO BOLT . PAVING PLATE 3/16" LOCK WELD a a v� + TO PLATE f]411 r . , 411 V r O 5/8" DIA. I.D. x 1" PIPE WELD TOIL' FRAME,TYP. I Ili= III i l l __— —STREET LEVEL- SUITE 140 STOP PIN REST ��- co �I •' d ■ ., T_ 21-0" STOP PIN CONCRETE FOOTING ■ =1 —1 STREET LEVEL- SUITE 120 +130 ±I I I�I I ISI I� I d –Ca'� — I11111111111111I1 °a '•` ° ..�: •° STREET LEVEL- SUITE 110 1" DIA• I.D. x 6" PIPE SLEEVE \ z Eu _ � SECTION VIEW Lu ELEVATION VIEW z 11 RAIN CHAIN SECTION DETAIL �7 GATE LATCH 3 BOLLARD J A110 SCALE: 1/2" = 11-0" A110 SCALE: 1 1/2" - 1'-0" A110 SCALE: 1/2" = V-0" d c u � 111 w • w Z z Z z > > _ 6'-0"ABV.F.G. CONT. HOR1Z. 8"x 4"x 16" C.M.U. SLOPED CAP o L 3'"x 3"x IJ4" \ / '�� (2) #4 REBAR z z _ N WELDED FRAME AND #4 VERT, REBAR @ 32" O.C., DIAGONAL BRACE .j 1 (2) #4 VERT. REBAR AT CORNERS 0 W. STEEL CAP 11 T IF 3-, 16 GA. X 1-1J2 WELD AND GRIND FLUSH -- l FLUTED STEEL DECK, CAP EXPOSED TS COLUMN 6 x 6 x 3/16 FILL — `S _ I 1F #4 CONT. EDGES. "" "" "" WITH CONCRETE I 4�_ 8"x 8"x 16" C.M.U. SOLID INTERNAL STORMWATER PIPE GATE j;L� GROUTED FLOW THROUGH PLANTER r — '/ CURB. OPE TOP TO SLAB ROOM FINISH 6"x 6" CRETE GRID / (SEE CIVILSTEEL HINGES WELD TO FRAME I 1/2" OVERALL ) �- AND TS,TYP. - BROOM FINISH 6"CONCRETE 2 FREEBOARD 7. SLAB WITH WELDED STEEL WIRE PAV G ■ ■ ' '" FABRIC ON, SLOPE 1/4"/FT, MIN. u / \ ;a Q 6" MAX POND FINISH GRADE TO GATES U.N.O. THIS WIDTH SHOULD BE 3" �{ " d I 1^ FINISH GRADE SECOND LEVEL - =". WALK NG SURFACE TIJ ' I - lE. � - : 'r #4 CONT, HORIZ. REBAR AT CURB 7f i11=1 I I :� •�° Ir A110 e.�., .-. IQ _ — #4 DOWELS (30x 8")AT 32"O.C. . I I I- 1 1—I I I= 11=1iI _ :- Ii P—I 1=1 11-191 10 ■ 9 ■ 8 ■ 7 . 6 ■ - 5 ■ 4 ■ 3 ■ 2 ■ 1 KEYNOTES KEYNOTES 0144 'ALIGN FACE OF WALLS 0753 ELASTOMERIC MEMBRANE ROOFING 0305 OMIT CONCRETE SLAB FOR FUTURE TI 0768 SCUPPER 0331 CONCRETE COLUMN 0770 DOWNSPOUT H IL L 0335 CONCRETE SLAB 1026 CORNER GUARD 0336 CONCRETE STAIRS 1044 FIRE EXTINGUISHER CABINET ARCH IT E CTS 0337 CONCRETE RETAINING WALL 1045 SEMI-RECESSED FIRE EXTINGUISHER CABINET 0552 STEEL GUARDRAIL 1055 MAILBOXES 1750 BLANICENSHIP ROA1J 0553 STEEL PIPE HANDRAIL 1293 BICYCLE RACK 0554 STAINLESS STEEL CABLE RAIL INFILL 1294 SITE SEATING S U I T E 4 0 0 0607 WOOD POST 2112 FIRE SUPPRESSION STANDPIPE WEST L I N N , OREGON 9 7 0 6 8 0718 TRAFFIC COATING 2114 STANDPIPE VALVE HOSE CONNECTION CABINET TE1 503 . 305 . 8033 TAX 503 . 305 . 8034 0730 ROOF ABOVE (DASHED) 2335 PARKING GARAGE EXHAUST SYSTEM 2337 EXHAUST VENT DISCHARGE GRILLE 2610 ELECTRICAL EQUIPMENT ■ 2611 ELECTRICAL METERS ■ 3218 PARKING STRIPING 3294 PLANTER , 1 1 A303 A303 1 2 3 4 5 1 1.6 3 4.2 5 84'-0" 84'-011 34'-0"' 6'-0" ( 22'-0" 22'-01' 23'-10" 16'-2"" 28'-0" 161-011 22'-211 / 10'-11 �-11" 7'-6" 11'-6" 11'-6" �� 30'-6" �, 10'-il" / 42'-1111 r" �. o� 7" " 11 / 63/64" f 10'-111" , 35'-911 3-. : 255/25 10'-Il69/256 4-0 11-1 I I I I I I E I D E D A6A • A311 A2 A311 076$ 0336 0552 1 1294 0337 1293 A311 0337 OA311 ■ I \ ,EVATO I 2114 - LEVATO -1 I A2 S3 06 17 1 17 06 LHI A68 2611 A6E 2610 __ :-a I I I I I 3294 I I I \ �. *8 1 2112 rf 0753 I I I I I Az 2337 -A6B --�� I 0730 -- - - ji 05 ( A304 i —I - I • . �� LL I STAR 1 l2 I A27 A2 I; e 1 I `A3 4 141 ]2 �- AZ ZS1 1.1 - 3Z94 e II A7 I `--� 151A I ' 20 24 I U ` I f� 9 8 11 ll'-4" X L I- - H o _ _ t - 202D 2112 2335 2337 \ - - - I 202B I C3 203B I - - -- "' STAIRI - . I. 1 2020 1 203C \ , �- - I 151 4 I 1 3218 o v D1 I I I 2 I 1 17 1 I 1308 I -- A700 r A701 A304 2 i I D3 A6B - - - 1 D1 I UNIT S-A 0607 Unit S-A ao - I � ( .� I 202 203 06 I I I E3 M ■ ■ A2 1 1 I 526 SF I 534 SF 3 ( � 0305 I I `� I I I _� A2 0 _� I c•R - I I 0335 I I I � p6 A2 2018 UNIT 1-A-1 I I ,. �} 3294 I _ 201 — 747 Si 201A I I I 0335 151B I C? I� 251A i 202A ` 203A I I 31 I I _ Ifs ^ , z 1 LL, A2 I - 0 --� !---1 C2 CORRIDOR A500 z54A - _ A7 I - _ \ G.1 w G \ \ C2 2I 54 I - 08 A A 1044 -.- - - - A 1 1045 - 1- A2 - A310 -- -- A31p - - ! o o - _ -- A310 I I ELEVATOR EQUIPMENT I 4 A310 p \ RETAIL SHELL) U I I \ 11301 ROOM I Cl _ A304 12 1,201 SF 31 I 1055 C2 A2 A2 I S-05 i w , - < � UNIT 1-B UNIT S-B 1 0144 205A e I I 66 I A2 205B 205 I I 204 sr - - I A6C ■ Q 06 786 SF 204 1638 SF 0144 17 F.4 - • .,..,,,,,. 1 ■ w w z 4 r __ — D F 3 0770 I 130A - -------- i T _� I Z Z - a- 14 \ `1, N I II I U I q I I z ti 1 �i) 3 a 5-� _ _ A3p4 5 _ rn - 3294 TYP. o e , _ � 2050 o . _ Al Q - _ A2 `� . a �I 1 1 � - �` � 1 r� � - A300 ;� \ I A2 0554 N A302 A300 ,'�; 6 \ A6B = _ N A302 n .- 206A 0718 205D EQ S-03 JNIT S-C-i �• I P I ry Al 207D j 01 I I PARKING GARAGE �`I� I C3 I - - 1 582 SF 2068 - 1 .� I I 100 256A - -- -- 18 -- B oo B I-- --- -- 6,290 SF -- -- - B 1 A31p A31p _ A310 N - A310 Al 207C G - 'I 07 I I LIi�Nry I I I b+ bo A2 \\ U C2 -- o° C3 A2 A2 120A f I 1 CORRIDOR A430 , .- 1 0144 e I ■ 06 2078 UNIT 1-B - O7A 250 208 UNIT S-B o A7 I I o I ■ - -- THIS WIDTH SHOULD BE 3 � ( A2 207 - -a 2p8 1 C 4 786 SF I - 640 SF --- _.- 06 C C I NL -- - I I L -- -- - - - - - - -- - 0144 C o A310 -1 ' A310 A310 IBEAUTYI I I I A310 31 I I C2 ? 1 2088 1 I O ALON 1 I I 15-8 28'-6" I 16'-0" 1 567 SF I �? Eli I I m _4 A2 - J I � - �-�� A2 'I � I I 1026 re CORRIDOR - " " A304 131 C C2 ZI 55 i 1 211A A2 00 I — o a�— _1 1026 C2 1 I C3 I C2 k, � �, � _� � I I� — — — — � Beg ---------- 0331 ' ® I 1045 I _LV ELECTRICAL ROOM 1 C? 0335 A IB 157 - 31 _I F_ — 1210A A2 3294 ! A6B 31_011 I UNIT 1-A D 2 _ p607 I E2157A 5-03 ` 209 09A -I _ RETAI HELL _ L---- - A2 - - I°I 110 -T . 06 209E 758 SF I L I C L UNIT 1-C = B - - 2 - �, I 211duill \ -- Int 2 ( I l 690 SF A2 N 7 ■ A2 - �; ', � I I � _. 0305. 11 52 I I - ■ 0768 UNIT S-A-1 STAIR 2 7FIRE SPRINKLER ROOM o a } 252A 17 I = 518 SF o A3p4 8 FD 11 02 1 `v I 2p9C b M I I A7al - r, I I l �1 110A I D3 102A I I I a6 � , . 0607 1 D1 I T D1 I A2 211B A2 9 CA !- I I 1 r l 1 210C C3 -i A701 r-!�__t B - - :74- I A2G�. 210D _ Q A2 28 1 I 0607 C? 1 A7 II 1 1 115ZA 152E II 1044 140A 1 In 1 0336 0o 1 0552 I I A2 I ►--� / 11-4 A 04 16 - -- n 10 _ L' 05 , I I A3p4 0730 I 0336 `�`— 15 e REVISIONS M I 0753 I I 2112 a6 17 1 A2 -- _--�- rL --- I IL r... 2112 I f 17 06 0553 \` Z1 I I 0553 (�1)4 I 16-OCT-2018 BUILDING PERMIT RESUBMITTAL A801 J ' L" ISSUES D E 0336 - \ A311 A311 0336 0553 3294 ■ PROIECT NUMBER DPAWN BY CHECKED BY I I I I I I I I I I I 16761 Staff RLC U) 3294 0337 D E UI A311 A311 � f1 � 23'-6" 91-0" )'_611 71-611 111-611 111-611 I + n , ," I II ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTETUTE 4-0 2p-p 4-O THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN 111 1 " e " e " ? / 34-0 � 6-0 / 22-0 ` 22-0 I 231-10" � 7'-8" 8'-6" 28'-0" 16'-0" CONSENT of THE ARCHITECT. V C 2018 HILL ARCHITECTS 84,-0" / 841-011 U yl__ ---- x 1 2 3 1 4 PROJECT 5 1 1e6 1.9 3 � 4e2 PROJECT 5 STREET LEVEL PLAN & A301 NORTH A3a1 NORTH SECOND LEVEL PLAN ILD 4 In :-4 C 2 LEVEL 2 PLAN iSTMET LEVEL PLAN - 0 rn A200 SCALE: 1/8" = 1'-0" A200 SCALE: 1/8" = V-0" v;5 A200 0 0 10 ■ 9 0 8 0 7 • 6 5 ■ 4 0 3 0 2 0 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 KEYNOTES 0144 0 ALIGN FACE OF WALLS � 0353 CONCRETE TOPPING SLAB 0554 STAINLESS STEEL CABLE RAIL INFILL 0607 WOOD POST H I L L 0770 DOWNSPOUT 1045 SEMI-RECESSED FIRE EXTINGUISHER CABINET A R C H ] T F C T S 2112 FIRE SUPPRESSION STANDPIPE 1750 BLANKENSHIP ROAD 2114 STANDPIPE VALVE HOSE CONNECTION CABINET SUITE 400 WEST LINN . OREGON 97068 TEL 503 . 305 . 8033 FAX 503 . 305 . 8034 1 1 A303 A303 1 2 YM 35-0" 84'-b" , LD I d I I I I I I I f 34'-0" / 6'-0" / 22'-0" / 22'-0" 34'-0" / 6'-0" f 22'-0" f 22'-0" f 8'-0" 22'-2" 10'-11" ii'-11" 7'-6" 11'-6" 11'-6" 10'-6" '-6" 6'-6" 22'-2" 10'-11" '-11" 7'-6" 11'-6" 11'-6" 9'-0" �-6, J / fig D I I E I ! D I ! E I ■ A311 AZ A311 A311 A2 A311 EVATO tvRIuK/ A2 I I 06 17 17 06 �, , I I 353 I 06 17 17 06 0554 0607 I A2 I 453 2112 II I AZ I 2112 I h /f A2 ,� I I I I o353 I I I C�► fly 05 05 I I ` LLOYD . STAR 1 JZ AZ U- 24 1 72 A2 27 I A2 20 24 - i A2 27 24 20 I 4.1 AZ H - - - H \ �\ - - -- I 302D 4QZD 4026 I C3 - "'`+, - -- I 3028 I C3 \ © 402C I 0F I I Dl 4036 17 I D1 I I 3036 _t-- 4 UNIT S-A-1 301C -,- I 302 1 401C UNIT S-A-1 17 1 � A700 402 . � 517 SF � ; f ' lI - I I D1 I 517 SF I , 06 I D1 I A OD — /� UNIT 1-C 06 ■ A2 I I UNIT03-C o A2 303 ■ - -- _ - I I I I 690 A2 a �� I I -- I I 690 SF AZ t 06 4018 I f4 06 3016 r- I UNIT 1-A-1 17 UNIT 1-A-1 401A � -I ; 1 \' I AZ 40i 1730-11 748 SF y r _ 748 SF 31 -I I 451A I 402A - D6 c? 351A I 302A - 06 CD A2 CD 31 j 3 1ALn i r Q I ®�T I ; z W A2 C3 0 - -1 CORRIDOR \. A2 C3 ° - J CO 354 OR LL w 41 54 i C2 40 A - - A2 I 0770 0 - - ----- C2 0 C2 30 A AZ o -� G - I I A G _ A310 ?17 T — 0 0 — 1 0 0 L---- - A31 D A310 — o o _ 0 0 A310 I 1045 1045 I v Q (A2 - A2 �- g 31 - C3 4046 A2 31 - - G3 3046 A2 d` T. UNIT 5-B I � — � ,, � f' � UNIT 1-B 404 I 0144 I 05 13 UNIT 1-B UNIT S-BI, 0144 I 06 oce A2 405 I 405A 1648 SF I A2 305B 305 I 305A I 304 ■ o p6 4056 404u4 0144 116 13 '~ N b6 L_ 30 A 0144 17 ■ 786 SF --r —I I 786 SF I 1648 SF z `Q t- �' LWA A2 C3 A2 I A2 . A — --I ` ' r CORRI�O _ ~' — �' Al 4p5C 450 - - - - - - a,� - • - - - - ;� I -+ __. _ 0 0 F_ - - _J °� o Al 3050 I C©350 OR 10 O r w � d 1 i I I 02 10 a 1 1 ;a i I 7 ! 03 r 1 A300 > _ q2 I N A302 A300 N -- — A2 «� N A302 C? ` 405D ' 406A UN 06-C 11 10 r, M 3050 3 J UNIT S-C 12 0 - ~ - - 1_ _ 30-6 L - - - - � - o • 591 SF ko �` — E E _� — 591 SF 1' E Al 4070 - .� J1-4 = ;" I 02 iD - Al 3070 C3 - �3 B I 8 � \ B I I 3066 B � A310 - -- -- -jr -- � -- -- ...- �'--- _ - A310 A310 -, - -- -- I A310 �, Al 407C _�.-� _ � � - 4 Al 307C � 18 - � A2 _ CZ A2 C2 0 0 T: - I C3 A2 - -1 Q _ _ _ I_ 16 13 _ - -� 0144 I i ■ y 06 j--- 4076 UNIT 1-6 � 4®8 IUNIT S-S p144 06 3076 UNIT 1-B I 308 IUNIT S-6 17 0 ■ v A2 407 L J 408 I I A2 307 7A -� 308 �r I� THIS WIDTH SHOULD BE 3" C -- 786 SF ,�-� �- - 64® I -- --0144 -- 05 13 C C -_ -- 78� _ 30 - - -- 648 SF I -- --0144 -- I 06 C 407A Q A310 -- -- 6 SF - I A310 o A310 A310 I�II.� ' C r IAl_l - d 31 1 �_ 408E I v 3086 C2 "~ 31 - C2 I A2 - 7T-- 0 _j00 - AZ J A2 ° O - -I Cl0 A2 0 54 i r 5 TYP. _ _ T3 ®I CORRIDOR o , _1 I C _ � CORRIDOR _ 1 455 M:A 00 C2 - 0 0 � C2 CZ A2 I - � o _� 355 C2 C2 11 A2 � e53TYP. C3 _ J C3 \ - - : ® � 1045 1045 �. 31 �- — /_ 410A A2 31 I- — u 31pA A2 t 0770 0 UNIT 1-A409A D1 — - u' UNIT 1-A - 09A D - ( 309 1 409 _ I C, Q6 A2 4(196 758 SF �` - -- UNIT 1-C b6 3098 758 5F I -- _41 _ I — N -� I I STr#I 2 I I A2 0 `o - .- I I ST R 2 I I UNIT 1-C N ■. I/ 45P I I 690 SF ;y I 2 I I 1 311 AZ a ■ A2 UNIT S-A-1 ��- � A2 - - I 352A I UNIT S-A-1 Q - - - - 00 L 452A- I 4 410 ° L� LI 17 - - - - -- 3 310 1 T i 690 SF 17 F A701 517 SF ©b .» 309C I 517 SF °b I 06 I - I A701 Dl + D1 A2 I ` 4118 AZ @ i Dl I D1 A2 I \ 311B A2 06 41bC I C3 �� 1 310C I C3 - — 410B Z1 ' 310B 4100 A2 A 001 _ 20 I 310D A2 ` Z1 � o I q2 26 20 I 12114 I- _ (D A2 27 � � I A2 05 � I I 2114 I � A2 27 4 1 A 05 z 4 1 OA 0 \ %6 A2 A2 - REVISIONS m I I I I I I I 06 17 17 06 0607 2112 06 17 17 06 16-OCT-2018 BUILDING PERMIT RESUBMITTAL � I D E D E ssuEs fl A311 A311 A311 A311 ■ PROJECT NUMBER DRAWN BY CHECKED BY O ■q I I I I I I I 16761 Staff RLC U I � 81.0111+ 'r 23'-6" 9'-D" X'-6'% 7'-6" / 11'-6" / 11'-6" f lQ'-6" ------f r�'-6'� 6'-6" 23'-6" f T-Q" '�'4 ` 7'-6" f 11'•.6n / 11'-6" 9'-Qn ,1-6� THE ORIGINAL AND UNPUBLISHED WORK APPEARING HEREIN CONSTITUTE lO f / All DRAWINGS AND WRITTEN r 'ED WOA1C OF THE ARCHITECT AND MAY rl NOT BE DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN ®2018 HILL ARCHITECTS }.+ CONSENT OF THE ARCHITECT. 1 34"-0"' �, 6'-0" �, Z2'-D" �, - ZZ'-b" � �, 34'-0" / 6'-Q � 22'-p" r' 22'-0" r� U flooe 2 3 1 4 5 2 3 1 4 5 Ar THIRD LEVEL PLAN & a A3D1 PROJECT A3Q1 PROTECT NORTH NORTH FOURTH LEVEL PLAN co 2 LEVEL 4 PLAN N iLEVEL 3PLAN A201 SCALE: 1/8" = 1'-0°' A201 SCALE: 1/8" = V-0"" o A201 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ - 4 ■ 3 ■ 2 ■ 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 KEYNOTES 0730 ROOF ABOVE (DASHED) i-1 0770 DOWNSPOUT 1030 GAS FIRE TABLE H IL L 1031 GAS FIREPLACE 1045 SEMI-RECESSED FIRE EXTINGUISHER CABINET 1317 SPA POOL AP,CHITECTS 2112 FIRE SUPPRESSION STANDPIPE 1 7 5 o B LANKE N S H ! P ROAD 2114 STANDPIPE VALVE HOSE CONNECTION CABINET 2214 ROOF DRAIN &OVERFLOW DRAIN S t_1 I T E 4 0 0 2381 SPLIT SYSTEM AIR-CONDITIONER UNIT WEST L 1 N N . OREGON 9 7 0 68 3294 PLANTER TEL 50; . 305 . 8033 FAX 503 . 305 . 80')4 I 1 1 A303 A303 - L 1 2 3 4 5 1 2 3 4 5 84'-0" 84'-0" I I I I I I I I I ! 341.011 6'-011 22'-0" 22'-0" 34'-011 6'-011 22'-011 221-011 D A311 81-011 22'-2" 1D'-il" -11" 71-611 111-611 111-61' 101-6 1 f I A311 I I I I I D I I E I ■ I■ A311 A311 � — — I — — — — — l — � K K i• � — — — — — — fes— - - — — — — `� — � K l r I I I 2114 13 13 13 13 II I EVATO I I I t JA Ii I -' II I I 05 16 16 05 ti I I II I I I 211 -�- - -- -- -- -- -- - I I I I I I •� I RC __F 5B } � -------I 1�^ . - + -� - ] os I II i I J - - �- - -- - � ] LL4'!fD . 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OREGON 9 7 0 68 0762 CAP FLASHING TEL 503 . 305 . 8033 FAX 503 . 305 . 8034 0768 SCUPPER 0770 I DOWNSPOUT 0797 Z FLASHING ■ 0798 _ FLASHING AT TRIM ■ 0810 DOOR 0815 PATIO DOOR 0853 VINYL WINDOW 1421 ELEVATOR HOISTWAY VENT 2650 WALL MOUNTED LIGHT 3101 FINISHED GRADE c� c� A B C D E F G H J K I I I I I I I I I I 1 ■ 0798 0730 0762 0746 0731 1421 ■ I I I \ I I I I I I 12" AIII I„ C I B I ' o'■■ 1 >� —l IIII i .�♦4 eI�♦t••�I�IIII I--_d II,I a rLIIII�IIi i-1I'♦\ -• �\\/`--• '`W "- IIIrIIIi�--I�II i —I_r --I aIp�II4I+lIIIJ II�ll I1�—_I!,._—:/_- �/.,'��\IIYII�iIi I'.I- —IIf 'IIIrIIII—lIIIIIIIIIPIIV —_---A__-d-• I_1 �III _—f-A3`III'1!III_—1/0\-/\'\. -\�I�I-.--1I -- --� --:-_-.r�I(II, I-• II TIIIIIIIII ICa__--�d,III—. »IlIiIIi - --- ---r 1---------�--— iI I— ---- -� II I—IIl i I' ,IIIIIBIijIIIII� —I --� II II I� � —W- -est Roo5f 6H'-ig 2h 1 1 Y� ■o fwf LLOYD South Stair Roof ' 601-21' ' O� �4 North " F East Roof East Roof 541-0" 54t-011 17-7 0770 \TT/ f �a,�aZNz47 $ 3n O � Level 5 1 -1 Leve5 44'-111 44'-111 < 20 z Z>T/ \ > Z Li I 07 Pi I I 0 Level 33'-10" Level u ii —F33"-10" 46 a T r-------------III THIS WIDTH SHOULD BE 3" Level 3 Level 3 f 231-7" 23'-71 054 ES 2) T ECT A 72 1-7 Jr >- ,I x , I ,—(i —1 11 IN I I ILI rR — Leve12-2 - Level2 )68 131-411-411 - m - 4.J 4BOTTOM-OF PLANTER ------- ------------ L------- 7 4 7 0 301 0337 I ----------- 0853 0810 e46 05520 033 ——————---------- L-— coe� II dm■ AII III JIII I III -------——� yI8III.9 A3CIII 1 C0 II.5 A3III 10 EIII F.III 3 A3II ■m --------- -- . REVl510N S Z 16-OCT-2018 BUILDING PE RMIT RESUBMITTAL 4IR ISSUES Ln PROIECT NUMBER DRAWN BY C HEC KED BY 16761 AO RLC IUq U ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE B A THE ORGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRTTEN CONSENT OF THE ARCHITECT. C 2018 ILL ARCHITECTS Ql Q EXTERIOR ELEVATIONS EAST ELEVATION -7 U" A SCALE: 1/4" V-O" A0 JF 0 N Ql y CD A302 10 ■ 9 ■ 8 ■ 7 0 6 0 5 0 4 0 3 0 2 0 1 10 9 ■ 8 ■ 7 ® 6 ■ 5 4 ■ 3 0 2 1 KEYNOTES 0334 'FINISHED EXPOSED CONCRETE 0336 CONCRETE STAIRS j 0337 CONCRETE RETAINING WALL 0355 PRECAST CAP I L L 0552 STEEL GUARDRAIL 0554 STAINLESS STEEL CABLE RAIL INFILL = A R C H 1 T E C T 5 0724 EIFS 0730 ROOF ABOVE(DASHED) 1 1 7 5 0 B L A N K >= N S H l P R O A O SLl1TE 400 0731 ASPHALT SHINGLE ROOFING 0746 FIBER-CEMENT SIDING WEST L 1 N N . OREGON 4 7 0 6 8 0747 FIBER-CEMENT TRIM I TEL 503 . 305 . 80')l FAX 503 . 305 . 80')4 0762 CAP FLASHING 0768 SCUPPER 0769 GUTTER ■ 0770 DOWNSPOUT ■ I 0797 Z FLASHING 0798 FLASHING AT TRIM 0832 SLIDING GLASS DOOR 0843 ALUMINUM STOREFRONT 0853 !VINYL WINDOW 2611 ELECTRICAL METERS 2650 WALL MOUNTED LIGHT 3101 FINISHED GRADE c� ca 1 ' E D A311 A311 0731 0769 I 0747 0853 0798 0747 I 0832 0746 0730 J I 0762 ,/xl►j - t I I I I I I I I- - — UoYm I I 12" I ' W I - North Stair Roof North Stair Roof I 58'-0" 12„ - -- "` - - - �_ _ 58'-0" Or w __ 4„ _ , _ - West Roof High - - - T _.. 070 _ I ■ East Roof \` - r=-- ■ 54'-D" — — — - l f 1 7�I 0730 - . - - = West Roof Low 52'-2" F523 I. 0730 \ I I I I \<T / T / \ T T \\ LU Li li II J i I ! / ��I ii I I� I �� I �� I Level 5 Datum W I I I I z Level 5 —Level 5 44'-1" — — — i I 1 I I -�u � � — 44,_1" r � I h - < a D54 z w Z Z \T I / �T I > w T T I ¢ ¢ LculIUa��LvrT},y 1I vo■ I 1 -- ,i -- iIf --\� n _ ..—'— -`'I _. .rV—a-- jIIII:•3��- •- ,IIa I PiIIII--_i Fa•L_-fi—' �!t:"^(_T.�j a-sF�M1 �_�4I�1 I,"zd a1�—a -- - IiIIIIIIIIIIIIIIII•.� �-�-- 9�I I —` -- IiIIIIIIiI --I-- --�III�-III�I-II - -�� :I.-I,�I�I``f-—/\/\/-T \\ IHI_ -a-�aIrIIiII IiIII faalr-• l �IIIIIIIlI�I�I-• .- ;I___a �— 1' --l IIII{II,• I .•-a.' I •lIfsa .e.a-—d• -fd a�- - a IIIi1IIIIIII�II♦a i aaII • .d\\<'-..\V�.,-''id\�-. II.Ia-a iIIII�fIIIIIIIiIIIiI _ — d—e �_.moIiIiI1II1IIIIIII�IIIII T IYI •Ir\_ -- �I ._ 888-I iI,e I l I�IIIIi _ —_�—-I- Ii I^II II - 1 --_ —_ ■Uo N N�z Z 20 Ln Leve14 Leve14 33'-10"Y33 10" i IL \T T T \T e97 EQ EQ ,-0��E EQ\ __T1114 I THIS WIDTH SHOULD BE 3" 1 /_Level3 Level gk 23'-7° 231-711 _FH 6 8 7T T T `T EEQ EQ I EQ EQ EQ EQ 0355 50724 i-7 r Leve 131-411 13'-4" Leve12 O 0 � 00000000 _�O�000000000 ac000oloo0o1 U CID A4 QV North Stair Lobby fEV151{NS 2'-3 23/64" 16-OCT-2018 BUILDING PERMIT RESUBMITTALISSUES PROIECT NUMBER LIRAWN BY _� LA HEC KED BY C33 83 261D34 316761 AO RLC = ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRTTEN G ZD CONSENT OF THE ARCHITECT. D 2018 ILL CH4TECTS Y AA3EXTEROR ELEVATIONS ORNTH ELEVATION A3SCALE: 1/4" = 1`0" 0 lRil CID 1-1 fV 0 rl aJ A303 10 9 ■ 8 0 7 0 6 0 5 ■ 4 0 3 0 2 0 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 4 ■ 3 ■ 2 ■ 1 IV-4" m EQ EQ EQ EQ Y-4 1/2- T-6 1/21 51-411 31-41$ -) 81-411 EQ EQ lo* EQ y EQ HILL N A P,C H I T E C T S 1750 BLANKENSHIP ROAD S J1 T E 400 o4 T-LT- WEST LINN . OREGON 97068 TEL 501 305 8031 FAX 503 . 305 . 8034 LT-LF-1 zz T En *4& M A ko k 7--r -7 T T T T T T T i�-4 f'4 T T Suite 140 Level St�e Suite 140 et Level StreiJ- 21 140 140 2'-011 21-011 Street Level -Suite 120 + I 11-oll (D B WEST B SOUTH14 A WEST NORTH STOREFRONT i BNORTH2 3 A304 SCALE: 1/4" 1'-0" A304 SCALE: 1/4" V-0" A304 SCALE: 1/4" � 1'-0" A304 SCALE: 1/4" V-0" A304 SCALE: 1/4" V-0" 7r-4% 61-0N 71-4o T-411 51-411 T-4 1/2" 8'-51/2" )0'/ 8'-5 1/2" Y-4 1/2" 5'-4 55/256" loo,3'-3 201/256" 31-8ff 31-81f loo, 3P.8m 31-8" EQ EQ 10 EQ EQ EQ / EQ 01, EQ EQ EQ o/ EQ 01 Alko* ( 3 V, '.00 �12 LLOYD LL- U- 7- F- OA4 912 - - L i o / � A9012 ■ T T La T T I �12 ■ I - - T T S L�u I A. -7E Si m Level - 4 T T T JT T 'I T Leve - Suite 12 Street L* c:) z �12 W-� U.j 12 C WEST 4 D NORTH 5 D WEST 6 D SOUTH Uj z - A304 SCALE: 1/4" V-0" 0 �A�04 SCALE: 1/4" V-0" A304 SCALE: 1/4" V-0" A304 SCALE: 1/4" 1'-0" U J a:4 0 -cJ ci ce U 0 cG z z 71-411 61-011 71-4" 31-411 1'4' C) EQ EQ EQ EQ Z Z 81-411 EQ EQ 112--9 31/64" 2'-8 31/64" 31-1" 0 w- or > L L -LT T JIM THIS WIDTH SHOULD BE 3" f T T T T T 4 T nT U 0 13 E WEST 7 F NORTH F WEST F SOUTH A304 SCALE: 1/4" f-0" A304 SCALE: 1/4" V-0" SCALE: 1/4" V-0" A304 SCALE: 1/4" V-0" EQ EQ EQ EQ 01, L 4 J FL711 T- -7- I LF REVISIONS k6 T - �� 16-OCT-2018 BUILDING PERMIT RESUBMITTAL ISSUES U 0 NJ PROJECT NUMBER DRAWN BY CHECKED BY 16761 AO RLC Ln U 7 T T T T .4:V kD p ALD.DRAWINGS AND WKIrTEN MATERIAL APPEARING HEREIN CONSTITUTE 4 THE OFUGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED.USED OR DISCLOSED WITHOUT THE MOR WRITTEN :4,•, 4" T CONSENT OF THE ARCHITECT. > 0 2018 HILL ARCHITECTS U < EXTERIOR ELEVATIONS c:) SOUTH STOREFRONT G WEST G SOUTH co —4 SCALE: 1/4" V-0" 0 OA SCALE: 1/4" 1'-0" N A30 SCALE: 1/4" V-0" ��O4 I 'T iL 3 A3004 A3004 A3004 oa LLOYD - T 40 oAt -T-L A oz oa O O A304 10 ■ 9 ■ 8 0 7 ■ 6 JIM 5 0 4 0 3 ■ 2 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 1 Z 3 4 5 KEYNOTES D E 0334 FINISHED EXPOSED CONCRETE �A3117 A311 0353 CONCRETE TOPPING SLAB 0554 STAINLESS STEEL CABLE RAIL INFILL H IL L 0608 WOOD BEAM 2381 I I I I 0647 WOOD FASCIA 0730 ROOF ABOVE (DASHED) A R C H I T E C T S 0731 12" 12" , I 0731 ASPHALT SHINGLE ROOFING I 1750 BLANKENSFiIF ROAD 0747 FIBER-CEMENT TRIM 4" 4" 0762 CAP FLASHING S LI I T E 4 0 0 4769 12" - 112" 12" I 0768 SCUPPER WEST LINN . OREGON 97068 4" �� 4" 0769 GUTTER TEL 503 . 305 . 8033 FAX 503 . 305 . 8034 0770 DOWNSPOUT ,I East 0832 SLIDING GLASS DOOR - ISI 0843 ALUMINUM STOREFRONT ■ — I — I I 0853 VINYL WINDOW —■ 0891 LOUVER 12" 12"1 0895 CONTINUOUS SOFFITSOFFIT VENT — — — — — — - — " 1026 CORNER GUARD I 3 790 Level 5 1044 FIRE EXTINGUISHER CABINET I 44-1 2214 ROOF DRAIN &OVERFLOW DRAIN 4 W_� I 2381 SPLIT SYSTEM AIR-CONDITIONER UNIT I I I 2650 WALL MOUNTED LIGHT 2653 EXIT SIGN 177 Level 4 33'-10" `f I I - �_ —` Level 3 23'-T' ■ - IJI I Level 2 4 13'-411 LOYD L 0843 - - • sd - 0334loll � or - — — — -- — BUILDING � —B ING PAD ` ` 234'-0" ■ ■ D E A311 A3i1 1 1,6 U-9 H W B BUILDING SECTION B-B W w A310 SCALE: 1/8" • V-O" 0 J 1+� < C, 1 2 3 4 5 1 2 3 4 5 ■ p E ■ Z z D E w A311 A311 A311 A311 < Q I I 1 I I ❑ Q 2381 2214 I 0762 2381 I I 2214 I 0853 I N 7 (.on 0731 12" - I 0731 12" - I _ I o W. 4" I I 112„ I 0769 I 1 I I 0769 — — _ 12" — 12" I North Stair Roof o 4" 4" 4,1 58' 0" _ u East Roof 0647 _ _ _ East Roof 0647 I I — —- — —- — 1 54'-0" — ,. I 54'-0" - — 1 0895 — r I � 0747 i CI 0747 12" n I = 121, 0770 ;� I — I I I_. - 3" 0747 ■ - - Level5 _ ■ - I 441.1" -=>� I Level 5 44'-1" � THIS WIDTH SHOULD BE 3" � 0832 _. 0730 - I- o II o 77 o ®'� I 2650 0853 _ I — Level 4 Level 4 33'-10 � 33'-10" — 2650 �, - - - — 0353 �; � I I I 0608 I -1 0554 — Level _ I _ Level 23'-7" — 23'-711 I I - I � 0747 �, ❑ ! ❑ I I I ,' ■ 0768 I I Q = I I 0 I ■ — Level - _ Level a 13'-411 ,. 13'-4" (} F_ T • _ _ 265a I ' aa' `dy do 4 I �F �- d dna I 0334 _J' CIO cc M I� I •d• a LDING PAD I 4, BUILDING PAID T /., . , - 234 234'-0" r` I I I I I I REVISIONS M D E 0891 0843 p 2653 1044 E 1026 16-OCT-2018 BUILDING PERMIT RESUBMITTAL A311 A311 A311 A311 ISSUES c ■ 1 1.6 1.9 3 4,2 5 1 3 4.2 5 ■ PROJECT NUMIBER DRAWN BY CHECKED BY I 16761 AOI RLC v I lfl ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE h THE ORIGINAL AND UNPUBLISHED WORK Of THE ARCHITECT AND MAY I NOT BE UPLI ATED.USED A E WITHOUT HE PRIOR WRITTEN l i_I CONSENT Of THE ARCHITECT. ®2018 HILL ARCHITECTS c BUILDING SECTION C -C01�� BUILDING SECTION A—A a A310 SCALE: 1/8" = 1'-0" - SCALE: 1/8" 1'-0" a BUILDING SECTIONS a r` 0 0 0 N i ch A310 o - 10 0 9 0 8 0 7 ■ 6 ■ 5 0 4 0 3 0 2 0 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 KEYNOTES 0330 CONCRETE FOOTING 0331 CONCRETE COLUMN 0336 CONCRETE STAIRS 0337 CONCRETE RETAINING WALL K J F E a A 0553 STEEL PIPE HANDRAIL H I t L 0731 ASPHALT SHINGLE ROOFING 0747 FIBER-CEMENT TRIM A RC HITE C TS 0769 GUTTER = IjI A I B C I 0832 SLIDING GLASS DOOR 1 7 5 0 B L A N K E N S H I P R 0 A D A310 I A310 I A310 0834 COILING DOOR 2361 - SL11TE 400 0853 VINYL WINDOW WEST >LINN OREGON 97068 1026 CORNER GUARD TEL 503 . 305 . 8033 FAX 503 . 305 , 8034 0731 — —— — 2381 SPLIT SYSTEM AIR-CONDITIONER UNIT I 12" - ---- - - - 12" 1 12" 12" 1 2610 ELECTRICAL EQUIPMENT 0769 - — 4" ❑ I� 4" I I 1 4" I 14- 3294 PLANTER 0832 I 3294 ■ ■ East Roof 1 0 0 54'-0" 0747 '• • . I I I FF11 I IEll] - IiI _ Level5 ~ 44'-1" LD ca E-1El 1E I I]] Level 33'-10" 7-T Fj ® , f — — — Level 23,-7" 7T �I r 2610 ` l'J ,I _17111-1\I , ae53 LLOYD Level 2 13`-4" s - _ ^ b f+b +Ga _ - - ` _ •; • � - - ' YI 1•-' d • .a, @ < d .. -0A <i '' _ .^'d: - u.bd. 1'J a ^ ' • a _ _ 0553 0 - 'dt { 4 .°: y r _ u•a, v _L �. `•:; d `d _• a- - -a a•a• • _ °,a dN • • C.i . -•• . `° ' _ - ♦ * _ - d- `, -Y - A .b' '-ea '' ' •• .4'•,' '48 !, ' _ • _ bA b`• 0337 d a •a - - _ - ++- f•a a •- �..' J g•• - _ I�• ,. a,d 4!' ,8 '°. I •+',' •s -:a - ,I°. - • ( d. . ,- - -a•,_ • - - ._ —.--.. ..— , .• •..;` _ •�• t' i 4,. ,. .- ••. _ +a° - a, d•• •.' e . J I {4 °, a a'_ b IIIIIIr t_a ' I ° d' * s. 'r e. l 4' •4 .- t• . d• 4I . b A - _ V III I n - ' - LI - b - _ b, • d a b • , • .. .a L. wilu , c. it IfIllp111,11II.I1h a — 0336 —a•. d, :'— . d '' - - . . !1 ;, L''dEll �u'ntli'i6 — BUILDING PAD ■ ;`' ' 1 011 234'-0" ■ I I I I I I I I 0330 I I 1026 0331 0834 K J G.1 F.3 E C. 6.9 A w A ZB__� C LU A310 A310 A310 O V U O E BUILDING SECTION E -E A311 SCALE: 1/8° = C-0" w w W Z } o 0 K J H G F CN E D C B A N W � CJ w I I I A310 I A310 A310 I I 12" 4" " -7 South Stair Roof I I I 12 _ I �_ � - I � 60'-2° 58North Stair Roof I ' — 4" I� Ll L] L] I L__, 11 F71 + 47 12"I1171 F11 — West Roof High ■ West Roof Low — — „�., �, — West Roof Low ■ THIS WIDTH SHOULD BE 3" -►� 52'-2" ` •` � � A • � � . 52'-211 CIIIIlyply{Ii�- - - Level s !u I - Level 5 I II 11 44-1 _ 441-111 U Level _ _ — 3 _ - Level4 33'-1011 - — — — 33'-10" 717 1 • . �I . .II. ..I ... III. - - � F -1. Level ■ 231-711 3 Level 3 ■ - 231-711 = I P I I � I I � _1 Level 2 _ F• — I I �� _ Level 2 131-411 -, — — — 13'-4" e.` CID • • ..- I.•� m l %.6 I ._1'__.u– I 1 I I I — _ '�,. ElEVl90N5 North Stair Lobby — — ,� �, — — — — � IF Le 16-OCT-2018 BUILDING PERMIT RESUBMITTAL L 2'-3 23164— _—__ — — `_ �' 4 1 i11b BUILDING PAD ISSUES 234'-0" o ■ I I I I i �� ` ' �' _ I ■ PROIECT PdUMSEA DRAWN BY CHECKED BY I 16761 AO/KT RLC V) V I w LL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREW CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY B I I I I .--I NOT BE DUPLICATED.USkD OR DISCLOSED WITHOUT THE PRIOR WRITTEN J-1 A310 A310 310 CONSENT OF THE ARCHITECT. 0 2018 HILL ARCHITECTS U! K J H G.1 F.3 E C.5 B.6 B A BUILDING SECTIONS Ln BUILDING SECTION D -D N A311 SCALE: 1/8"' = I'-pll 000 N a A.31 1 10 0 9 0 8 0 7 0 6 0 5 ■ 4 ■ 3 ■ 2 ■ 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 GRID GRID GRID GRID 221-011 441-0?1 KEYNOTES 10'-61/2" 10'_$" - r 9`-11 112" / 10`-4" / 16'-2 1/2" 7'-61" - 1027 TOILET PAPER HOLDER1039 TOWEL BAR 318"112" 1041 GRAB BAR H I L r IL 1054 SHELF &POLE 1130 RANGE/OVEN®RI — -- — +— — — �+ — GRID 1131 DISHWASHER = ARCH 1 T E C 7 S — 2246 1039 2241 I 1 bo 1132 REFRIGERATOR \ .� -; :. - � . _,:. , -, ,. .... .,_.� R._ --•- -_, _ _ B , � '--` � I I 1 7 5 0 GRID \ — —_ 1133 MICROWAVE OVEN w/ INTEGRAL EXHAUST HOOD — GRID - Q Q DECK _ _ _ _ _ 1137 CLOTHES WASHER S U 1 T 1 4 0 0 BATH °° J 1138 CLOTHES DRYER WEST L I N N . d &E G O N 9 7 0 6 8 0 �4b � - - `\ \ 1139 STACKED CLOTHES WASHER&DRYER TEL 503 . 305 . 80.33 TAX 50.3 . 305 . 8034 ' = 1 1236 UPPER BUILT-IN CABINETS 0 N Ia27 `� n 'A50 3 0 1239 PANTRY ■ LIVING _ 4� 224a BEDROOM 2240 LAVATORY \ o 12241 TOILET ■ TORAGE DECK 0 j � 82 1 I ° �� - - 7 �5I 2242 _BATHTUB w/ SHOWER HEAD&CURTAIN ROD B2 LIVING2244 I SINK f 2246 SHOWER w/CURTAIN ROD _ � A 2612 ELECTRICAL PANEL -„ B1 1139 9'-6' 10'-4" 16-21/2" 7-6" 00 ENTRY 1130 � - - -- -- c� — II I En 5-fll .40 �� KITCHEN X501 2244 r 1131 1130 1'-0 BEDROOM 1133 L B1 I 2 I I CD — - - - -_ =1=- - - = - - - -!_ - — — — — — — — — Go .D Q Q O O F _ — CLOSET ;- - - - - ' - - - - — - - _ C, 8'-8" / 4'-0" / $'-61/2" —�-- `„ ® i+i B1 O KITCHENS II' I GRID — — ._„_ \ GRID 1054 1 2 IL iI I - - - - - - - — — T,— �� OQ—,� J\-�l133 Q CLOSET 1A I Pp I , 91-6” 34'-01/2" I■ WH 0 Bl 2244 — — — — I I 43'-6 1/2" - A500 - uP4 — — - _ � ' I GRID GRID B1 BATH 10 9 I � I � 113 . � 1 !� 4 13 A500 1 — J OP I LL Q EI L-12— } -J IlOY� S-B G UNIT �J A400 SCALE: 1/4" = V-0., 224I 1027 2240 S-01 1239 OF 0 �' A500 - _ _ _ _ GRID GRID ■ GRID 1 GRID 2'-10 5/8" 10'-0 7/8" 8'-3" 22'-0" J Q GRID GRID GRID � — — - CLOSET Bl - -- -� - - - - ��-- 6 o - - - - - - - - - - LLJ L 136 w -3 3�'4" 1054 B1 KITCHEN - UNIT � " S-fl1 ENTRY 1239 1132 I.�I 2244 I� � � 1131 - 1133 1130 ��I J 7 z O A400 SCALE: 1/4" = V-0" I �- 00_ a — 1/4"f 12" d 2240 S v — w I � 2612 I 1027 BEDROOM LIVING ■ _ � ■ 82 I I 0 0 w Z W 2241 1139 L , � DECK o 0 B2 rq BATH - - — --- - — — — — — -- — — — — — — — — Un 6GRID' GRID "' �Io39 L 4 1 C 2246 22'-0" GRID — — - — — — — — GRID 12'-6 1/2" 7'-6" / 9'-111/2" loon 26-6 1/2" / 7'-6" 44'-0" --° GRID GRID �, _ - _. \ �'. GRID � ■. GRID — — — — - -- I� THIS WIDTH SHOULD BE 3" �{ UNIT S-C 0 , r A400 SCALE: 1/4" ® 1'-0" 3T0RAGE DECK LIVING M — 16 r u GRID 44'-0" 1130 91-6" 26'-61/2" 7'-6" ��- 1133 - - BEDROOM CD _ — — — 4 0 1131 I , ULI GRID �— — ;� GRID ■ ■ o r, 8' 61/2 I IIS - — — CLOSET — — V Bl _ r _ _ Q 8'-8" 4'-0" 6 -—— — / "1 II— nl " IF I - a 1054 KITCHEN_ - I I �' — _ _— — -� J�I `- — — a B3A � I139 84 �� — 7_ II � — 1'-3 3/4" L 1054 61 KITCHEN I I , S-01 1239 1132 I 2244 L 1131 1133 1130 _ `' �;, I ENTRY 8 � 5fl1 l C� "' �, 1138 I _ � — - -- CLOSET B1 B1 — —I 2612 2244 I T — — B1 A5fl1 0 m m ° — . r - 1 39 113 Op � _ J 2240 h, Y Bl BATH — 123 A o LAUNDRY 81 12 ° 1027 LIVING 1f4"112" to I7_� L OP r� I— I 82 11 A501 g BEDROOM I�� —_ 2241 3 DECK 16-OCT-2018 BUILDING PERMIT RESUBMITTAL { B2 f` 1041 10 � 82 ® ls5UE5 BATH � PROJECT NUMBER DRAWN BY CHECKED BY '- " 2246 - _ / 2241 1027 2240 ! 1i0 V) � 5-fll I 16761 AO/KT RLC uI �I - GRID, ` \ — GRID -- Q ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE h — THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY aJ /1 RID I J 17 TD — Q Q NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN 1� 12-8 17f11 !! > ; ,' - ®2018 Hill ARCHITECTS _ CONSENT OF THE ARCHITECT. 61-0" 7'-10" 22'-2 1/2" 7'-6" 2'-10 5/8" 9'-9 3/8" 8"-6 1/2" 21'-2 1/2" n / ,� Q UNIT PLANS a GRID GRID GRID GRID\' co 00 2 UNIT S-A-1 4 UNIT S-C -1C) A400 SCALE: 1/4" = 1'-0" A400 SCALE: 1/4" = V-0" VV" a 10 ■ 9 8 7 ■ 6 ■ 5 ■ 4 3 2 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 GRID Grid GRID GRIQ V / 33'-61/2" 3D°-6" - 1' KFYN QTE S s 22'-3 1/2" ��'-4'/ 9'-11" 61-61t / 24'-0" f 1027 TOILET PAPER HOLDER 11 11'-71/2" / 6'-3" / 5'-8" 5 1/2" 1039 TOWEL BAR 1054 SHELF&POLE H I L i L 1133 1130 1054 2242 1130 RANGE/OVEN 1131 DISHWASHER 0 l f 1132 REFRIGERATOR ARCH 1 T E C T 5 --- — J 1133 MICROWAVE OVEN w/INTEGRAL EXHAUST HOOD 1750 I; LANKENSHIP ROAD GRID - -- _ _ _ GRID o — \ GRID 1236 s U I T E 4 0 0 t \ � � `� GRID � � � r ` 1139 .STACKED CLOTHES WASHER&DRYER UPPER BUILT-IN CABINETS E1 E1 Q 1236 CLOSET _ 1239 IPANTRY WEST LINN OREGON 97068 B1 — — B1 E1 ° o TEL 503 . 305 . 8033 FAX 503 . 305 . 80;4 0 Q LA-7-i 2240 LAVATORY El _1 --- ____ 777-I 1132 A \ —; \ N 2241 TOILET I KITCHEN Q 2242 BATHTUB w/SHOWER HEAD&CURTAIN ROD 2244 14 �1 2 1 I DRESSING A 1 0 2244 ISINK 1239 r 1 5 1 :: 2612 ELECTRICAL PANEL ■ ■ LIVING BEDROOM D ' 1 rV = E a +;1 1039 A502 116 _ 10 -- ' in 1131 114"112" v B1 _ CLOSET 2241 N In 1139 1236 I :* LAUNDRY-- — B3A enI 6 I W H B3A 2240 C? B3A I KB1 � S w , iLs —� CLOSET 9 S-01 LAUNDRY 2240 i L — — 61 Bl B3A w 1 6 ! WH 1139 1236 -- - M I1027 � � � B1 UI' ° �/ N 1131 BATH 7 \ 00 = 2612 _ CLOSET L�-4--J C? 0 — a' 1/4"/ 12" BEDROOM Bl 7 B2 62 SF - N - LIVINGS 1132 c ■ i' 0 - 1039 7 A5t}2 2 ■ 2241 °, , - 2244co - I o ' CK , DRESSING 9 KITCHEN - CD 2 «> = \ E1 - B1 r N _ CLOSET — B1 E1 t:l — — �- L 8 I El El d __ �� ` ., � � �� . . �,,�'� "�� L �. \ � GRID `. � _�; GRID GRID011111 1x54 22 Rt ;�; T _. _. ► 51.014 1130 1133 1236 Or 66, „ ll'-1 1/2" 6'-3" 5'-8" �,-5 1/2" �" 21'-91/2" 51/2" 241-011 321-011 341-011 GRID (GridGRID GRID H z w 1 UNIT I -A 3 UNIT I -A-1 W A401 SCALE: 1/4" = 1'-0" A401 SCALE: 1/4" = 1'-0" z 0 o GRID GRID o 6 D ■ j 25-71/2" ■ > Z / I 18'-11/2" 7'-6" �j z rq C14 ,2'-41/2" 15'-9" � d f C GRID GRID 1239 1132 1236 2244 1133 1130 =j o O 6'-2" f 13'-71/2" 6'-3" 5'-11/4" , 1'-01/4" r � _ z 5'-0" I r KITCHEN I I �I � –,, 1 2 1I I� I – – N 1054 2242 GRID G ;c p2_ — _j — — �1 i «, GRID n I I 1 <— o S-a 1 I � � 6''� 8'-8" 5'-0" B'-0" ■ 1039 2241 B2A ■ GRID \ GRID ,\ - STORAGE - \ � I� THIS WIDTH SHOULD BE 3"" -►� 00 13 CLOSET to B1 N ry B1 — B1 E1 ° N +� PA NTR B2A e BATH 1 Bl Ln 0 DRESSING 1027 l 4 l 62 UD 5 I 10 ° 2242 (::�;[ to, LIVING BATH �, L' N BEDROOM 1 4 1 �., co J 2244 9 ASa� " DECK1 3 B1 �— — 7 f�l "' 1 i 1139 zn �� 2612 — CLQSEl 2 3- B2 0 A502 4 114"112" \ - 5 r Q B3Amr LAUNDR WH 1039 r — 1054 VdH N M 6 B3A 2242 -1 BI DRESSING . _ � 5 I i -- �� T ■ N `` 1 � �� CL SET K K CLOSET 2612 ■ Y C T T z ^ L – � J Bl N - � \I/== 6 I 1139 1236 B1 81A ; S-01 ;, T � B1 --- N Bl B1 ` - – – B1 Q o :r M LIVING 1131 -- - ASp2 3 E PANTRY :o N , -' m „ „ , � , 2-4 / 4-0 o, 2-4 / 2-0 j \ �. Bl G BEDROOM KITCHEN 1 3 1 —I / REVISIONS h2244 114" 12" E1 1132 ?En DECK J �o 1 9--I 16-OCT-2018 BUILDING PERMIT RESUBMITTAL El ( 1236 °O GRID GRID �ssuEs ■ PROIECT NUMBER DRAWN BY CHECKED BY =1 ■ T –. � , Y A 16761 AO/KT RLC ,� ' ' GRID GRID I 1133 1130 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE J p THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY 9 V NOT BE DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN 3�+ �� 21'-91/2" '-4" 9`-11" / 51/2" , - �1, ' " 1a'-6° CONSENT OF THE ARCHITECT 11-6 f i ®2018 HILL ARCHITECTS 34'-0" 22'-0" , UNIT PLANS QL GRID GRID GRID GRID 1p Ln rq 00 1-10 co N oa UNIT I -B4 UNIT I A401 '-' SCALE: 1/4" = 1'-0" A401 SCALE: 1/4" = 1'-0" 4 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 3 ■ 2 ■ 1 KEYNOTES 1027 TOILET PAPER HOLDER 1031 GAS FIREPLACE 1039 TOWEL BAR H IL L 1054 SHELF&POLE 1130 RANGE/OVEN 1131 DISHWASHER ARCHITECT 5 1132 REFRIGERATOR 1133 MICROWAVE OVEN w/INTEGRAL EXHAUST HOOD 1 7 5 0 5 L A N K E Iv S H I P ROD A 1139 STACKED CLOTHES WASHER&DRYER S U I T E 4 0 0 1236 UPPER BUILT-IN CABINETS WEST L I N N . OREGON 9 7 0 6 8 2240 LAVATORY TEL 503 . 305 . 8033 FAX 503 . 305 . 8014 2241 TOILET 2242 BATHTUB w/SHOWER HEAD&CURTAIN ROD 2243 BATHTUB ■ 2244 SINK ■ 2246 SHOWER w/CURTAIN ROD 2383 RANGE EXHAUST HOOD 2612 ELECTRICAL PANEL ca GRID GRID ■ J' 34'-0" - -- - -- -- J, 12'-4" f 2'-4" f 9'-4" � 10'-0" 2241 1039 �� '� U.N. ° �► �� B ' of a 1 1 A503 3 E1 2242 _ CL ET ,� 1 BATH 4 1054 1 1 ° Il BEDROOM Bl B1 BEDROOM - ■ Bl I 2240 1027 HALLWAY ' r B1 I 6 Ilk [—' CLOSET z 10 - - - - - _ _ LAUNDRY 17 ;p WH I 14 I B1 B1 CLOSET W4 W LuI El ! 15 � B1 - - - - - - �, ui '_ I „ 1139 1 „ B4 " B4 , F. 7 a 3-10 5-2 4-0 5-6 , 7-a GRIQ GRIQ I 9 2-211 I— ' 43°-61/2" f 21-6 1/2 f 7 4 23-D / 10-6 / � e, ■ KITCHENFri PANTRY z z 1 2 1 18 ¢ > o o 1 61 ` w° N z I I W Un o I _ p O "- 1/4"112" LIVING �� I I 2383 o GRID • \ — — \ GRID = I 1 I 12244 in -- GRID GRID I Io ,r I I N fV = LIVING i /16 z DECK I 1131 1 = °° DECK I l i N 19 I - I DN STORAGE 15 Ln � 14 Bz I r 15 A502 131 ■ I 14 1236 ■ 1132 a H TRIS WIDTH SHOULD BE 3" - I ° 2244 � 61 81 (1131 12 B1 d , , F. „ , 11'-1" 3'-3" B1 3-0 7-3 4-5 1/2 2-8 i _ - ------- B2 - {( 2 N B1 � � BEDROOM E�1 i- � � A503 1 MASTER BEDROOM 1027 '~ 1 9 I - ---- 1132 3 I � 1236 1130 �. - - - � _ 11 3 _ _ _ B3A - B4 WATER CLOSET o - 11 - - K 1139 - °O =B10391 10 - O M - -- -- L ^ 2241 ; PANTRY LAUNDRY 5 F,B1 1054 12 Bi O Bi 11, 13 1 2243L ^' B1 _..._... MASTER BEDROOM N - - CLOSET - - _ Bi _ _ '` 2�246�-�, B1 i 8 A503 6 a _ A ° `-1 O� B1 B1 B2 81 1 3 J B1 "� -" co _CLOSET Bi L CLOSET - - 1 \ ` �� "' 111 10 0 - - DRESSING I 7 MASTER BATH B1 Ln ` 2612 ■ , DRESSING (�A 1 5 f ° -- - 6 A503 14 3 4'-21/2° - -0, -- - - - ■ ;;3- ® I — -- BATH _ 0 B1 1054 5'Di Bi g 1� 2 A504 4 A A503 MASTER CLOSET ! r. 62 U a — 2240 M o ENTRY 1039 AS?ERBATH - 13 6 1 \ �, B1 SHOWER co --� _ 1,_ „ 1 - . B1 F-4 CLOSET - _ ° Bl 1 11 I Fn B1 E1 ° WH GRID — cc IF 2242 224110272240 51-011 — — — — — I — — GRIQ / P REVISIONS 15-01/2" 6-11" 5'-4" 6-81/2" 15'-2" , 6-31/2" , 4'-71/4" T-11/4" f 5'-4" / 7'-0" f� 34'-0" 16-OCT-2018 BUILDING PERMIT RESUBMITTAL / 43'-6" � ISSUES i C ■ PROJECT NUMBER DRAWN BY CHECKED BY 01 ■ GRID GRID GRID GRID 16761 AD/KT RLC U I 1 DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE h THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY e-i NOT BE DUPLICATED.USED OR DISCLOSED WITHOUT THE PPJOP,WIuT-TEN CONSENT OF THE ARCHITECT. .j C 2018 HILL ARCHITECTS N tY " a 1 UNIT 2-A [.1 oa NIT 2-B a UNIT PLANS A402 SCALE: 1/4" = V-0" SCALE: 1/4" = 1'-0" w 9 In 7i N r-I co •1 N co iu A402 ra Q 10 0 9 ■ 8 0 7 ■ 6 2 5 ■ 4 0 3 0 2 ■ i 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 KEYNOTES 1027 TOILET PAPER HOLDER 1130 RANGE/OVEN u i r 1 1131 DISHWASHER 11 1 L L 1132 REFRIGERATOR A R C H I T E C T S 1133 MICROWAVE OVEN W/INTEGRAL EXHAUST HOOD _ 1235 BUILT-IN CABINET 1 7 5 0 B L A N K I: N S H I P R 0 A D 1236 UPPER BUILT-IN CABINETS S U I T E 4 0 0 2240 LAVATORY WEST LINN. 0PEG0N 97068 2241 TOILET TE1 503 . 305 . 8033 FAX 503 . 305 . 8034 2244 SINK 3 4 28'-0" e , - e, 4'-0 3/8" / T-7 1/8" e, --- 19'-5' I E 1235 2240 D5 EIB A3I1 D5 EIB 1! 6EIB 7 -- I -- d ----- - 2241 n r / 10 A500 6 1132 2244 1131 I 1130 1133 1236 A _ — A LLOYD u- -- -- -- -- LL- - A310 `— TOILET DIA 557 1027 B1 4 Rs0 [V A500 /gyp I O D4 S-04 O COMMUNITY 51 55 1 I az ■ A2 A2 ■ D4 5-D3 L�-- z r 0 z � Z C L1 554 w z > , ZD a . Q ti ECD — — - I — E C W. cn �z /B ` I � A31D ■ c� J I THIS WIDTH SHOULD BE 3" �I co • v C g Li A2 C u A310 5-03 I D4 A310 A2 2 ` I I ASoo I 556A D4 FITNESS 55 S-04 /T LET 1027 1 558 I DIA / B1 11 A500 8 224Q � 7 2241 1235 I ' EIB 11-6 EIB D5 I m t m D5 EIB €1B E uj A311 V151nN5 n M 16-OCT-2018 BUILDING PERMIT RESUBMITTAL 4'-0 3/8" T-7 1/8" 19'-5" I IssuEs e O ■ � 281-011 / ■ PROIECT NUMBER DRAWN BY CHECKED BY 16761 AO/KT RLC �Q ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE n THE ORIGINAL AND UNPUBLISHED WORK Of THE ARCHITECT AND MAY T.{ NOT BE DUPLICATED.USED OR.DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT Of THE ARCHITECT. A 2018 HILL ARCHITECTS (u OC a i LEVEL S ENLARGED FLAN ENLARGED PLANS A420 SCALE: 1/4" 1'-0" 0 Ln N 00 CD N 00 rl � f A,420 o - 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 1 10 ■ 9 IN 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ i / 6141 / / 61-011 , r HILL x ARCH ITECT5 x 1 750 B L A N K E N S H I P ROAD SUITE 400 0 [V WEST LINN , OREGON 97068 TEL 503 . 305 . 8033 FAX 503 . 305 . 8034 / ■ // \\ / � GWB ■ / \ o Q \ 1 i CD Q) \ / \ c`V rV CJ 3 MAIN SALON 1 4 MAIN SALON 2 OA4�30 PRIVATE SALON ■: A430 SCALE: 3/8" - 1'-0" A430 SCALE: 3/8" • 1'-0" SCALE: 3/8" = 1'-0" ■ L0Y Ila- LL . „ KEYNOTES 0930 (TILE n 1236 1027 (TOILET PAPER HOLDER OF O 1041 (GRAB BAR 1046 1046 MIRROR 1137 CLOTHES WASHER ■ - y- �' , �12�36 j "" 1041 D930 GWB 1041 1236 UPPER BUILT-IN CABINETS ■ 2240 LAVATORY ©, 0930 •N 2241 TOILET CEILING MOUNTED MOUNT LIGHT 'JI , 2652 RECESSED LIGHTI IINIIIIIIH I \ I1137 1027 � M o I I 1 W I _ _ ujLu0 0930 1137 2240 2241 2241 1027 cpL � < c r6_'� SALON BATH 7 SALON BATHSALON0130 BATH lw_ J_ ■ �31SCALE: 3/8" = 1'-0" A430 SCALE: 3/8" = 1'-0" SCALE: 3/8" • 1'-0" ■ w � N un O 1 1.6 > I I 1 1.6 a Q 51-011 B5A B5B 1137 ■ 2651 2652 C I ----- ■ BREAD ROOME3 (12�36� THIS WIDTH SHOULD BE 3" �I r �/ I 124 B B I B o0 - - _ I - - - - - -- I / - . i e ■ CA3.16 __ `'r%i- I f JI z +r—� - r� -- d -R A8 SA I Ik�iI ,.I f 1i21 -E3- 2240A 6 B 1027 E3 r IT 11-1 O 224 `�ALvld \ 2240 C Ln 00 C C 0 A 1n BSA)MA1N SALUN I VP 12A 1b coin 7 4 PRIVATE SALON 2240 00 A7 REVISIONS 7T 16-OCT-2018 BUILDING PE RMIT RESUBMITTAL- - aE3 - E A L _J, \ ISSUES c \ - 0 ■ / \ ■ PROIECT NUMBER DRAWN BY CHECKED BY 16761 AO RLC u I I I� I 13'-2 5/8" I 221-3 5/811 ± ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE N / THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT Of THE ARCHITECT. 1 1.6 ®2018 HILL ARCHITECTS Q1 tY PROJECT 1 1.6 PROTECT a NORTH NORTH SUITE 120 T.I. - HAIR SALON 4 N 2 HAIR SALON TI CEILING PLAN i HAIR_ SALON TI ENLARGED PLAN fV 1-4 A430 SCALE: 1/4" - 1'-0" A 330 SCALE: 1/4" = V-0" a lV Oil A430Q cc 10 0 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 0 3 0 2 ■ 1 10 ■ 9 ■ B ■ 7 - ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 KEYNOTES 0606 BLOCKING 0930 TILE T u L L 1027 TOILET PAPER HOLDER 1 1 1 1039 TOWEL BAR APCH ITECTS 1041 GRAB BAR = 1046 MIRROR 1750 BLANKENSHIP ROAD 1055 MAILBOXES S LJ I TE 4 0 0 1130 RANGE/OVEN WEST LINN. OREGON 97068 1131 DISHWASHER TE1 503 . 305 . 8033 FAX 503 . 305 . 8034 1132 REFRIGERATOR 1133 MICROWAVE OVEN w/INTEGRAL EXHAUST HOOD 1055 5-03 1139 STACKED CLOTHES WASHER&DRYER 1235 BUILT-IN CABINET ❑❑ aao •© -I, o© ❑ a ❑ a Q b- o a -- a •I \ e_G__ 11223367 UCOPPUENRTBUILT P- IN CABINETS o� o 11 ❑❑❑ a ❑ p ❑ a13 ® a❑0 a ❑ a Jo ❑ ❑ 1238 �SH L3 ❑1 ° 1239 PANTRY ° ❑ o ❑ a ❑ o ❑ o ❑ a a ❑ o ❑ a ❑ .fid- c old M s - - w CD 2240^ 224 TOILET LAVATORY z M 00 Lo N ^' 2242 BATHTUB W/SHOWER HEAD&CURTAIN ROD � Lo 2244 SINK L9 2247 DRINKING FOUNTAIN c� 11'-8 47/64' , 1 CORRIDOR -254 SOUTH 2 .DRINKING FOUNTAIN - 550 NORTH A500 SCALE: 3/8" = 1'-0° SCALE: 3/8" = 1'-0" dift "yD . LL. >.,♦ , >..♦ //�, ///,.\>> 1046 / _ \ / _> / -- \ ,-_ - - _ 1237 ? /, J � , OF ♦ . 1238 1237 2240 1238 N■ �, o o _ I I 22401236 «� 80 I� 7 ■ +H4, '- ♦ ^I ;T 7: < I Ti 1 _- 1 £ ell C:) \ \ - IN 1,' 1239 1132 1235 1131 1130 0930 2241 0930 2241 1027 0930 LL, w 19'-3 3/4" oAtO COMMUNITY KITCHEN _ 555 NORTH OA�500 TOILET �. 557 NORTH 6 TOILET � 557 EAST 10 TOILET - 557 WEST � SCALE: 3/8" = 1'-Q" SCALE: 3/8" = T'-0" A500 SCALE: 3/8" = 1'-0" A500 SCALE: 3/8" = 1'-Q" U h � ■I ■ Z Z LLJ Q ¢ O p 1 z z N ry n > 1237 / , z2240 = 1237 �� / \ r \ / \ / \ <. \ � - 1238 - -- i - - - = - - - = - - - - - - - 1041 1238 1041 1238 MI, I \\ // \\ // /. 2240 2240 1237 � _ ., _C�l ■ 00 o _ �, f? -- 1 \ \ 1 4 co 1133 1236 1237 2244 1238 - - -\` �a ■ I / / THIS WIDTH SHOULD BE 3 �} It 1 g I I I I CD CD I I 9, o I I I I I I +__ — `r., o I�� I I Fin �\ - - CN _LL v 1027 2241 0930 1027 2241 0930 0930 1130 1131 1132 1239 c� 16'-6" / o7 TOILET - 558 SOUTH 8 TOILET - 558 LAST 1 TOILET 558 - WEST UNIT SA �- 8 -- KITCHEN A500 SCALE: 3/8"' = 1'-0" A500 SCALE: 3/8" = 1'-0" A500 SCALE: 3/8" = 1'-0" 0�500SCALE: 3/8" = I'-0" M m 1046 2'-6" JI, {2240 1237 REVISIONS 1238 �, 1039 0606 1039 �i� 1238 16-OCT-2018 BUILDING PERMIT RESUBMITTAL 8"7 1/4" 1'-5" ' 1/4" �` i ISSUES a u 1'4' V-7 1/4° j o / r' .� 2240 1237 � 1` O -D C, , i - co 0606 bo bo O / 1 ■ PROTECT NUMBER DRAWN BY CHECKED BY 16761 KT RLC En u o Ca i i— —♦� ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE `T �. M ,--, �\ >>v\� >� �` ,, to THE ORIGINAL ANDUNPUBLISHEDWORKOETHEARCHITECTANDMAY r-R , , , _� - _ r f'11 NOT III DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN y ♦ 1 \ I _ \ 022018 HILL ARCHITEARCHITECTS CTS IY y 1235 1027 2241 2242 L0606 2241 2242 2242 1139 1139 1235 u 61-011 � / 2'_6" � ' 5'-0" n° i'-9" J' INTERIOR ELEVATIONSLl U E a UNIT SA — 9 BATH 1 UNIT SA 9 BATH 14 UNIT SA — 9 - BATH 1 UNIT SA - 9 BATH. A500 Ln SCALE: 3/8" = I'-0" A500 SCALE: 3/8" = V-0" A500 SCALE: 3/8" = 1'-0" A500 SCALE: 3/8" = 1'-0" ,-i ao (V .-i a A500 a 10 ■ 9 ■ 8 0 7 ■ 6 0 5 0 4 ■ 3 ■ 2 0 1 14 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ i KEYNOTES r-� 0. 0606 I BLOCKING 1027 TOILET PAPER HOLDER HIL L 1039 TOWEL BAR • \ r \ \ \ ` \ � _ -_ - - - J I ' - - \ — � - - - l� ' r/ "\ — N 1046 MIRROR ARCHITECT5 f \ 1130 RANGE/OVEN = o '. — -- — � — — — —7 � , � ' rte' 1\ '� I /� \\ 'r\\ J/ \\ i � `\ \� \\\ 1131 DISHWASHER 1 7 5 0 $ LANKENSHIP POAD \\� �/ // J �' \ a ' \\� / \ 1132 REFRIGERATOR S U ] T E 0 0 - " -1 1133 MICROWAVE OVEN w/ INTEGRAL EXHAUST HOOD \ : o _ WEST LINN . OREGON 97065 ZD 1237 1236 1133 1238 2244 r 1236 1133 1238 2244 1237 — 1139 STACKED CLOTHES WASHER�x DRYER TEL 503 . 305 . 5033 fAX 503 . 305 . 503 1235 BUILT-IN CABINET / m ` / 6/ UPPER BUILT - IN CABINETST 123COUNTERTOP 1238 IBACKSPLASH— 1239 IPANTRY \ r 2240 ILAVATORY \ .. ! \ \ 1 ► 2241 TOILET 1134j Rj 1235 1132 1130 1131 1132 1239 2244 SINK 2246 SHOWER w/CURTAIN ROD 13'-6" / 18'-3" c� 1 UNIT SAI - 2 - KITCHEN UNIT SB r 2 - KITCHEN A 001 SCALE: 3/8" = 1'-0° A501 SCALE: 3/8" = 1'-0" 1046 L` /f 1237 1237 I \ EL 2240 1238 \ 1439 1039 � �� 1'-411 O I OF _ 2240 \ O pp SD 11-9n 1'-911 V Op i X - ED - ■ I 1 ,A q , „ 0646 '~ 0606Fn N / 4606 2241 1027 1235 1235 2246 1139 2246 2246 2241 10014"-0" / 1�-9" 31-611 3'-611 r 3'-61' 1001 z W 3 UNIT SB - 4 - BATH 4 UNIT SB - 4 - BATH 5 UNIT SB r 4 - BATH OA�501 UNIT SB - 4 - BATH- BATH w z A501 SCALE: 3/8" = 1'-0" A501 SCALE: 3/8" = V-0'" A501 SCALE: 3/8" = V-0" SCALE: 3/8" = V-fl" Q O p r Q F=- 0. ■ ■ z z z z z z N JJ/ JJ/ IJ/ jF IJ/ 411/ \IJ/ \III/ I � h 1238 2244 1237 1236 1133 ? — 1237 1238 2244 1236 1133 co - F — — — — \` - - - i i � \\ ■ I , \\ �`. ' THIS WIDTH SHOULD BE 3" v I I ti� 1239 1132 1235 1131 1130 1239 1132 1235 1131 1130 16'-6" v 7 UNIT SC - 2 - KITCHEN s UNIT SCI 2 r KITCHEN A 001 SCALE: 3/8" - V-0"' A501 SCALE: 3/8" = 1'-0" ■ ■ \ .. 1046 m 1237 `i 1237 m � , 123$ 2240 REVISIONS a i1 2240 1'-4" 1'-714" j 13 co 2'-3" }, 1'-9" co ^' if 16-OCT-2018 BUILDING PERMIT RESUBMITTAL ISSUES / \ f " - \ X ■z17— PROTECT NUMBER DRAWN BY CHECKED BY ® ■ '� '� I �\ �\ I / � �C 16761 KT RLC =I o / ,, en M 0606 �� o Ln r FN ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE \ I - ' .� �� THE ORIGINAL AND UNPUBLISHED WORK Of THE ARCHITECT AND MAY ll1 RNOT BE DUPLICATED, 9" / 2'-6" 9" 1027 2241 0606 2241 2246 2246 4646 2246 !1 1235 CONSENT Of THE ARCHITECT. D O0.DISCLOSED WITHOUT THE PR100.WRITTEN ., // // - " �- ° 3'-V" 11-�" ®2018 HILL ARCHITECTS ` 4'-0" i " � n Q INTERJOR ELEVATIONS InN UNIT SCI 4 BATH 10 UNIT SC1 4 BATH UNIT SCI 4 BATH (12 UNIT SCI 4 BATH L�iA501 SCALE: 3/8" . V-0" A501 SCALE: 3/8" = V-0" A501 SCALE: 3/8" • 1'-0" A501 SCALE: 3/8"' = 1'-0" 00 C) N 00 A501 6 10 ■ 9 ■ 8 ■ 7 0 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 v , , ,r,i . ., - r ` ♦ _ � ' HIL L APeHI TE CTS \\ r // rn 1750 B L A N K E N S H I P ROAD � \♦ I — � - \ °° ` \ \ -°° S UI TE 400 o WEST LINN . OREGON 97068 :a 1238 1237 - ` 00oo 1238 1237 - - i \ 00 / 1237 1238 Lo � / 1237 1238ZD , �! 00 TEL 503 . 305 . 8013 FAX 503 . 305 . 8034 Jr - / \ k 1235 1132 1239 1235 1132 1239 1132 1235 1132 1235 / 2"-911 / 21-651 / 11-611 / 21-971 ^ 21-611 / 11-611 / 21-61' 2141 21.611 / 21-911 '. 7 6'-9" 6'-9" , 5'-3"' , 51-3" 1 UNIT 1A 2 — KITCHEN LEVELS 2-4ri � UNIT 1A 2 KITCHEN LEVEL 5 2 UNIT 1A1 2 KITCHEN LEVELS 2-4 17 UNIT 1A1 � 2 � KITCHEN LEVEL 5 A502 SCALE: 3/8" = 1'-0" �12SCALE: 3/8" • V-0" A502 SCALE: 3/8" = 1`-0" A502 SCALE: 3/8" = V-0" 1046 I Lot r I v � 1237 I 11236�j - � , � � , 2244 .1238 \ 1039FFA � r 1237 12.38 `? a (0606 --� �,V-7 1/4" VA" 1238 2244 \\ �' p p - V r R 00 �-, '�/ _ \ 1'-8" 10"� 400 00 /�1/�, 1.51 o7�'1J4, 8 / 0606 r' - \ �\ I I — — ' ys x ■ \ \\ —\�' - A 4 \\ 0606 :-, \ ■ op 1132 1235 2242 2241 1027 1235 1235 2242 2242 2241 5'-0" 2'-61/4" / 2"-9" �, 21-611 / 51-01' / �, V-9" �r 2'-6" , / ~j i / T-31/4" , w W Lu UNIT IB 2 KITCHEN 4 UNIT 1B 4 BATH 5 UNIT 1B 4 BATH UNIT 1B r 4 BATH 7 UNIT 1B r 4 BATH Z A502 SCALE: 3/$" = 1'-O" A502 SCALE: 3/$" = 1"-0" A502 SCALE: 3/8"" _ 1'-0` A502 SCALE: 3/8" = 1"-0" A502 SCALE: 3/8" - 1'-0" p pp � < G u.i ly ■ ■ W Z) Z W W Q � ❑ ❑ N N N. i \ J \ � ,.\\ \ 1046 d' \ / \ / \ / ♦ I d - - \ - _ .. _ _ _ 0 1237 -r 1237 ca I I \\i I'Jr 4"1'/ \\\� /r' 2244 1238 r I � / _ 1238 0 �' / 1238 2244 1236 1133 1237 1/4" 1'-5" 1/4;8"/ b o // 2244 - - - - 1"-4 V-7 1/4" bo � \\ . 1'-8" 10" . X �-- En Cp ♦♦ /' ♦♦ I c f ,' \ ` ,. ; / 0606fn ■ - - -�J - - - r' - - - - M ' I I THIS WIDTH SHOULD BE 3'" -►I 1239 1132 1235 rn 1131 1130 1235 1027 2241 0606 2241 2242 2242 0606 1139 0606 2242 1235 21-011 21-611 / 61.611 2'-611 14111'-7 1'8"/ 51-011 21-611 51-011 21 _61 1 / 15'-1 1/8" , V rIC-.- - BATH UNIT 1C 4 BATH 1 � UNIT IC — 4 BATH 12 UNIT IC r 4 BATH � UNIT 1C 2 KITCHEN � UNIT 4 10 . A502 SCALE: 3/8" = V-0" A502 SCALE: 3/8" - 1' 0" �O2SCALE: 3/8" - I"-0" A502 SCALE: 3/8" = V-0" A502 SCALE: 3/8" = V-0" ■ ■ \` \ I � KEYNOTES o r/ \\ //' /'' \\ \\ /' \\ J' \\ /r~`\ `\ // // \\ r/ ��. .\\ \\ /' \\ I 0606 BLOCKING m �^ r' \\ /r `\\ N, /r N, JJ \\ // \\ \\ / / \ J \ 1027 TOILET PAPER HOLDER m 'N — ! — � —Ji — \—/i — �\— �\��- ?m _/ —L __ `\`Lrr _ = 1039 TOWEL BAR �\ r r \ \ 1046 MIRROR N. � �- - 7 —\ 7 - �= 1130 RANGE/OVEN \ / \ / \ / \ I J \ CJI I�/ / J \ JI \ \I� yJ/ / \ r \ / 12361131 DISHWASHER / ! J I/ / JJ/ A dV o 1132 REFRIGERATOR GERATOR M / A A �' 1 rn 16-OCT-2018 BUILDING PERMIT RESUBMITTAL 1133 123b 1238 1237 Eo 1236 1238 1237 1238 1237 2244 1237 1133 MICROWAVE OVEN w/ INTEGRAL EXHAUST HOOD ISSUES ! 1139 STACKED CLOTHES WASHER&DRYER 1235 BUILT-IN CABINET ■ PROIECT NUMBER DRAWN BY CHECKED BY o ■ \ `� \ I ---- 1 ,. 1235 F 1236 UPPER BUILT-IN CABINETS 16761 KT RLC ul) \\ \\ /'/1 I `\\ r'/ I 'r ^� ` -' I I \ ` ' \``I - - - �. - - - - - -' J r . %' \r' I ♦.� M 1238 BACKSPLASH 1237 COUNTERTOP UI \\ I `♦ ,♦ \ ♦ —,�` — � \\ �/+ M \♦ /' ♦♦♦ r/' ♦ f \\\ \ �' \♦ /' ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE l I �� \\ ,/ \\ r' ♦♦ i' ♦ / r' ♦♦ ,/ \\ r/ \ ♦ "�, ♦v/ 1239 PANTRY THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY I2241 TOILET NOT BE DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT Of THE} \ �— �t ®2018 HILL ARCHITECTS� — ...._ 2242 BATHTUB w/SHOWER HEAD&CURTAIN ROD a� 1130 1132 1131 1235 2244 SINK u 31.011 31-0" / 9,_9„ / 5 41/8" 3`-0" / 3'-3i7 / �, 2'-1" 4'-21/2" �, 9 / / 151-9" / 11'-71/8" r / 15'-111/2" ¢ INTERIOR ELLVATIONS a h N In i4 UNIT 2A 2 KITCHENS UNIT 2A 2 — KITCHEN ' 13 UNIT 2 A 2 KITCHEN �O2SCALE: 3 $"' I'o A502 SCALE: 3/8" = I'-0" A502 SCALE: 3/8" = V-0" / N o` A502 cu % ■ ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ i 10 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 1 NJ KEYNOTES 0606 (BLOCKING 1027 TOILET PAPER HOLDER HIL L 1046 1031 (GAS FIREPLACE 1039 TOWEL BAR ARCHITECYS _ 0606 J � _ 1237 1237 1046 (MIRROR 1039 /J 1130 RANGE/OVEN 1750 BLANKENSH1P ROAD 2240 \ Q 1039 JJ 1238 1131 DISHWASHER SUITE 4 0 0 JJ 1132 REFRIGERATOR WEST LINN, OREGON 97068 1238 .�` 8"71/4" 1'-5" 71/4" 10" 1'-8" 1'-4" 1`-71/4' ,: T ❑ ❑ , r ,y JJ 2240 1133 MICROWAVE OVEN W/INTEGRAL EXHAUST HOOD TIL 503 . 305 . 3033 FAX 503 . 305 . 8034 "{ ( \ 1235 BUILT-IN CABINET x 1236 UPPER BUILT-IN CABINETS 1237 COUNTERTOP r CLIJ �, 1238 BACK SPLASH NONNI ■ I ;: �'� r;! P - ih \\ �.._ o `r 1239 PANTRY IN ; op \\ '� �+ 2240 LAVATORY _ 2241 TOILET 2242 BATHTUB W/SHOWER HEAD &CURTAIN ROD 1235 2241 4606 2241 2242 0606 2242 0606 2242 1235 2243 BATHTUB 2'-6" / T-6" / 5'-0" / 2'-6" 1'-9" 2244 SINK 2246 SHOWER W/CURTAIN ROD UNIT 2A 8 BATH 2 UNIT 2A 8 - BATH 3 UNIT2A - 8 - BATH oAt503 UNIT 2A - 8 - BATH A503 SCALE: 3/8" - V-0" A503 SCALE: 3/8" = 1'-0" A 003 SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" I ■ I■ 4'-2"' 811 1046 7 1046 1/�'t 3'-0 3/8" r 1237 \ 1237 Li Yd . — 2240 �- \ 2240 � � � \ 1238 1238 _ `\ 1039 1238 - Q �" 3'-8" 71/4 1`-5" 71/4118" 2'-6" i'-0" - " ` Cp 1237 0 �. _ o b+ ,8 3-B 1237 2240 \ El a' �+d • , / ♦ \ / \ 4 OF tn - r ¢.z _Z1 Z�Z L L/ o - - � - - - ' an' Fn [YI iY► — - - CD o J o en m zo CN rNl ♦ // \ 1 1235 0606 1027 2241 1427 2241 (0606 0606 2243 0606 2246 2246 1235 1235 1235 L/ T-2 3/4" 5'-0" 5-2 3/4" 1'-9" 1'-9" z 5 UNIT 2A 5 - MASTER BATH G UNIT 2A 5 Y MASTER BATH 7 UNIT 2-A .7-5 MASTER BATH s UNIT 2A 5 MASTER BATH Lu `—W A503 SCALE: 3/8" = 1'-0° A503 SCALE: 3/8" = 1'-0" A503 SCALE: 3/8° = 1'-0" A503 SCALE: 3/8" = 1'-0" Q u O pp < cL d � c_ Lu ■� ■ W ZZ Z Z , w ° o h N — - - 0 L.1_ rNj O ✓ I Iv ♦v // / / A ♦v �� // ! \� aD / 4 ♦ / ♦ / / s \ f en IIJ 0 0 c ■ I f 1237 1238 l 1133 1236 rr 2244 1237 �■ THIS WIDTH SHOULD BE 3" 6 . \ / 1031 1031 2240 1132 1235 1134 1239 1131 1235 u 3'-6" 3'-6" / 10'-81/4" 9'-711 9 UNIT 2A -- FIREPLACE jlUNIT 2A FIREPLACE (TlUNIT 2B 2 KITCHEN 12 UNIT 2B - 2 KITCHEN A503 SCALE: 3/8" = 1'-0" A503 SCALE: 3/8" - 1"-0" �11 SCALE: 3/8" - V-0" �01 SCALE: 3/8" = 1'-0" ■ ■ m e� 1046 1046 \\ 1237 2240 1237 �' 1238 REVISIONS 1238 2244 \ 1039 1039 M - - \� , 2240 16-OCT-2018 BUILDING PERMIT RESUBMITTAL 0 1238 ,_ " o £? , 1 0 10» 1+.81 ❑ \ C1 `� oa ISSUES \ 1237 2 8 a, /8 71/4 1-5 y1/4 , ! * co \ I co OI � � � � � NI V-71 d6d6 � I J ■ PROJECT NUMBER DRAWN BY CHECKED BY 0 ■ -� � 16761 KT RLC ; 0606 J ril \\ \ ,/ //n '� M _+ � </ C? J - ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ry '~ THE ORIGINAL AND UNPUBLISHED WORK Of THE ARCHITECT AND MAY - \♦ \\ \� �— \ \ \ J - - � �\ �� NN, NOT 8E DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN —� 1235 1235 1027 2241 2242 0606 2241 2242 2242 1235 CONSENT OF THE ARCHITECT. ®2016 HLLL ARCHITECTS cu NONNI v 4'-7 3/4" 3'-0" / 2'-6" / 5'-0" / / 2'-6" / / 1'-9" / sr INTEMOR ELEVATIONS a M - UNIT2Br8 � BATH � 5 UNIT2B8BATH 1 UNIT2B8 - BATH OAZUNIT2B - 8 - BATH 1 _UNIT 2B 5 DRESSING � �- _ �O3SCALE: 3/8" = 1' 0"' A503 SCALE: 3/8" = 1'-0" A503 SCALE: 3/8"' = 1'-0"` A503 SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1"-0" 00 o N ao co A503 a 10 ■ 9 0 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 10 0 9 ■ 8 7 6 5 4 3 2 1 i-1 HILL, 1046 " ARCHITECTS 1750 SLANKENSHIP ROAD 1238 1039 u1 �, i 1238 S U I T E 4 0 0 1237 WEST LINN , OREGON 97068 _ 1 i-7 1/41100 � co - 2240 i " \ © ❑ 1 011 31.8111/ 1"_51" 1/ 811 ;' 0606 0o r, � bo TEL 503 . 305 . 3033 FAX 503 . 305 . 3034 -- ,' ,� 1 1004 ■ Fo o /1 f //11% //1 \\ 0606 -" ■ 1 � iv \-�R 1027�IJ006 2241 224fi 2246 2242 OfiOfi 2242 1235 / 61.011 f 31-01" 4"-2 1/21" / 51-01$ `f 21-811 / 11-91 " 100, UNIT 2B - 4 MASTER BATF 2 UNIT 2B 4 MASTER BATH 3 UNIT 2A r 5 - MASTER BATH oAt504 [SNIT 2A � 5 - MASTER BATH A504 SCALE: 3/8" = I'-0" A504 SCALE: 3/8" a 11.0" A504 SCALE: 3/8'" _ 1'-0" SCALE: 3/8" = V-Q" i I LLOYD U- U- of t Lu; Lu w z w ci u o w w ZZ Z Z Lw Q o tV N r` w L Q Q ■I THIS WIDTH SHOULD BE 3" I i u a ■ KEYNOTES 0606 BLOCKING co 1027 TOILET PAPER HOLDER CO 1039 TOWEL BAR 1046 (MIRROR 1235 BUILT-IN CABINET REVISIONS 1237 COUNTERTOP m 1238 BACKSPLASH 16-OCT-2018 BUILDING PERMIT RESUBMITTAL E 2240 LAVATORY ISSUES u 2241 TOILET c 2242 BATHTUB w/SHOWER HEAD&CURTAIN ROD 0 ■I � PROfECTNUMBER BRAWN BY CHECKED BY 2246 SHOWER W/CURTAIN ROD 16761 KT RLC U I ALL DRAWINGS AND WRIT-TEN MATERIAL APPEARING,HEREIN CONSTITUTE N THE ORIGINAL AND UNPUBLISHED WORK Of THE ARCHITECT AND MAY V.O N07 8E DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN rl CONSENT Of THE ARCHITECT. JJ ©2018 HILL RCHITf CTS Q1 a Q INTERIOR ELEVATIONS a m Ln o w a N 00 A504 MEN c� 10 9 8 7 6 5 0 4 0 3 0 2 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 IN 3 ■ 2 ■ 1 m HILL A RCHITECTS z 1750 BLANKENSHIP ROAD SUITE 400 WEST LINN , OREGON 97068 TEL 503 . 305 . 8033 FAX 503 . 305 . 8034 1 2 3 4 5 1 1.6 3 4.2 5 I I I I I I I I I D A311 I E I I D I E f ■ A311 A311 A311 ■ ul I UYD " I I I I I f f I F 9 , 11-611 I I I 8'-0" } a ■ $, all � i i : i• ■ �III� • 1 1_ L- J z 71-6" I I (� CORRIDOR .. _ Lu — Q 2�,-gn \U d, $'-a" $F-V" ti I ❑ G 1 W A A — -- -- -- -- -- -- -- -- -- -- A A310 A310 A310 I I I I A310 0 71-611 J a F- -7 r I I ■ W ■ W = w Z z 81 DII CORRIDOR F.3 <' _ rL if I I r ! z JJ— 11 I I W Un 0 81_DII al_/111 I ti I 8'-0" 8'-0" -.- — ----- --------- 3 HR RATED ;. — — I' — ' — — I PENETRATION E E — - — 03 — — r�— — — WITHIN THIS AREA Q i B B I I a �� I I I ; � B A31D -0" 8'-D" A310 r t A310 I I I I I A310 4 � ON 0 ■ ' I V, - 8'-p'I I p,_(l11 C.6 I _ I _I 2 I I _ ■ 41-4 C _ _ I C C I '� I 40 A430 — — — — I — — — I� THI5 WIDTH SHOULD BE 3" �{ I — �_— -- -- -- --=�— C.5 A310 "" 71-61, r• I IL o 0 0 0 0 0 7'-6" I $, 6 1 I I -• F 8'-0" 81_D,1 3 HR RATED a PENETRATIO WITHIN THIE AREA Y ■ $, D„ I �o, l 1 0 ■ L _ 7'-6" 8'-0" 81_DII I a I I I, REVISIONS M L 16-OCT-2018 BUILDING PERMIT RESUBMITTAL D E D E ISSUES A311 A311 I A311 A311 PROJECT NUMBER DRAWN BY CHECKED BY o ■ I ■ =1 I I I f I I I I I 16761 AO RLC U I lQ AIL DRAWINGS,AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE tD I THE.ORIGINAL AND UNPUBLISHED WORK Of THE ARCHITECT AND MAY r-I NOT BE DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN yl I I I I I I I I CONSENT OF THE ARCHITECT. > I t9 2018 HILL ARCHITECTS OC I v Q a 1 2 3 4 5 1 1.6 1,9 3 4.2 5 a STREET LEVEL CEILING PLAN PROJECT PROJECT NORTH NORTH & SECOND LEVEL CEILING v PLAN Go 1-1 2 LEVEL 2 CEILING PLANSTREET1 LEVEL CEILING FLAN 00 A600 SCALE: 1/8" = 1'-0" A 000 SCALE: 1/8" = 1'-0" v A600 a - 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 14 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 HILL ARCHITECTS T T 1750 BLANKENSHIP ROAD S U I T E 400 WEST 3_ INN . OREGON 97068 TEL 503 . 305 . 8033 FAX 503 . 305 . 8034 ■ ■ MENEM 1 2 3 4 5 1 2 3 4 5 I I I I I I I I I h I D I I E I I 9r D I I E I I � A311 A311 A311 A311 ■ LWYD , " 81-0" I I s'-o" I I NMI81.01 l J 1 J ■ s 01. I I i 81011 I I 1 ( ■ F_ L _ L 81-011 8-0 7'-611 I I 7` 6„ f I z LuW 71-671 71-611 rte, G — A - A G — - - - A A310 --- -- -- A314 A314 - -- -... ®... f .- _ -- --- -- I I � -- — -- A310 �/ O 7'-611 4� 7'-611 I--r--� u 8.6 U'-4x CD Q C. LLJ Z z sa so � < < 0 I II 11 81 fN -011 0Oil z \Q n I1L_J + I W o 1 ,1 > I 81.01 88-a � a'-o11 $-0 8'-o" -O" JIM., . 8'-0" 8'-0" 8'-6" ++ .I 8'-0" 8'-0" 8'-6" „ -- f 8_-0 -- -- — — - -- f 8_0— -- --- B _ _ x — -- 8-oi I _ s B __ _ P I — s 4 I B A310 0,1 8,_0,1 f A310 A310 3-0" 8'-O" Q ;O A310 11 -Ti T' 1 81.0 i7 • r' -— — — 8°-4" _T� 80 � 80 I ■ '`6� $'-0" o" 81-011 I 8'-4" ■ THIS WIDTH SHOULD BE 3" 1. r` __ JI 81-011 a1 {VJ 71-611 1 6 ♦ 71-611 u 1 r 71-6" � I� 1'-6" I ,� 11 F- 7 181.Ox F_ r I ® 8'_0„ I L :7 _ 8'-a" I I L _ 8' ■ ■ a" 8 a' 81_011 i 1 81- Oil i 1° _ 7'-6" 7'-6" 8'-4" 810,1 J 8'-0" m I I I I I I q m V[SRONS M f C I I I I I I I f 16-OCT-2018 BUILDING PERMIT RESUBMITTAL ISSUESL fp L U D rE% D% E c O ■ A31i A3i1 A311 A311 ■ PROIECT'NUMBER. PRAWN BY CHECKED BY =1 I I h I I I I f I 16761 AO RLC u7 u I ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE OR1ClNA1 AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY -{ NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN I I I I I I I I CONSENT OF THE ARCHITECT. 0 2016 HILL ARCHITECTS cu tY u 2 3 4 5 2 3 4 5 THIRD LEVEL CEILING ULAN PROJECT PROJECT NORTH NORTH & FOURTH LEVEL CEILING Ln N rl , LAN tb CD N 2 LEVEL 4 CEILING PLANLEVEL1 3 CEILING PLAN 00 A601 SCALE: 1/8" = V-0" A 001 SCALE: 1/8" = V-0" ai A601 IMP - 10 0 9 0 - 8 0 7 5 6 ■ 5 ■ 4 IN 3 0 2 0 1 10 ■ 9 ■ a ■ 7 ■ 6 ■ 5 ■ 4 • 3 • 2 ■ 1 m HILL A RICH ITECT'S z z 1 7 5 0 BLANKENSHIP ROAD SUITE 400 WEST LINN . OREGON 97068 TEL 503 . ;fly . 8033 FAX 503 - 30S . 8034 i 1 2 3 4 5 LD I I I I I I I D I I E I I • A311 A311 .• F— ---- t I C LLOYD . u- a' p,1 � �O _ $'-0" I STAIR 1 81-011 551 ■ 8, p 1. I r ■ B° o°' 81.011 12'—p i1 a'-o" F-- I I I nirirs I w �J W TOILET - — _ 1 5571- ! — A310 9�pN 9'-0° I -- , — 81.011 COMMUNITYI -- -- — I A310 © u ,1 51 55 1 G 9'-0" 9'-0" _� w ■ 9 0" 9'-011 9'-0" ■ Z) � Lu ? CORRIDOR ¢ ¢ I1 550 0 0 T91-6" 9, p" 91-011 B z A310 N I 8'-011 THI5 WIDTH SHOULD BE 3" -� C A310 9_pl FITNESS TOILET y_a0 I I 558 7 7� cy 8 a1. • a' 0" STAIR 2 - I■ 552 81_11 pN 81_(III REVISIONS fn M ! I I I I 16-OCT-2018 BUILDING PERMIT RESUBMITTAL L (0ISSUES v D E C o ■I A311 A311 ■ PROTECT NUMBER DRAWN BY CHECKED BY 16761 AO RLC cn i u ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY l0 NOT BE DUPLdChTED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT Of THE ARCHITECT. m 2018 HILL ARCHITECTS N 1 u m: ¢ 1 2 3 4 5 Q FIFTH LEVEL CEILING PLAN Q PROJECT o NORTH Ery f'V 00 a LEVEL 5 CEILING PLAN 1 fV 00 A 002 SCALE: 1/8° = V-0" Q4 A602 10 ■ 9 ■ 8 - ■ 7 ■ 6 • 5 ■ 4 - • 3 • 2 • 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 4 ■ 3 ■ 2 . 1 m MILL x ARCHITECTS x 1750 BLANKENSHIP ROAD SUITE 400 WEST LINN, OREGON 97068 TEL 503 . 305 . 3033 FAX 503 . 305 . 8034 ■ ■ 1 2 3 4 5 i I I I I I I D I IE G I ■ A311 A311 ■ OK F— - - I I I I LLOYD , H 0 Ul- Of ,STAIR 1 - 551 81-011 L— __j I — I 8'-0" ICla Ij CiD Lu T TOILET L1J �-- --- r z A310 9.0 9_p I Q8'-0" — COMMUNITY! I 11 I A31a �" 0 C 9'-0" I I G O 9'-0 11 r r 9,-0„ 9.._p �_ 0 ■ 9 0,. 9. p.. 9. 0,. I . ■ Z Z 10 - I CORRIDOR Q 550 ❑ q 1 9'-6 — — — — — N N " � I � L— //�'.'� ,Lr {tel /y] '.Il 91_0„ '. \/1 I ^ ^. — I B I I B i — — -- -- -- -- A310 ■ I l it I ill �_ ! (14_ y,4 � ■ THIS WIDTH SHOULD BE 3" –►I I 9_piFITNESS TOILET 558 12'-0" f ■ 8' 0" STAIR 2 - 1do ■ 552 8' a" 8'-011 _ co I I I m I I I REVISIONS I 16-OCT-2018 BUILDING PERMIT RESUBMITTAL IoISSUES v D E C o ■ A311 A311 ■ FRC1fECT NUMBER. DRAWN BY CHECKED BY 1- I I I I 16761 AO RLC ua U I p ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK Of THE hRCHITFGTAND MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN yI I I CONSENT OF THE ARCHITECT. ®2018 HILL ARCHITECTS Q1 fY U 1 2 3 4 5 FIFTH LEVEL CEILING FLAN a PROJECT NORTH ;—I 0 N iLEVELCEILINGPLAN Q' A 002 SCALE: 1/8" = 1'-0" co A602 co a� 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ - 5 ■ 4 ■ 3 ■ 2 - ■ 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 A2 A700 q2 A700 � 1p — `, K - -- HIL L A2 9'-11" I A2 A2 9'-11" A2 A R C H I T E C T S x I I = 1750 BLANKENSHIP ROAD bo I^ I I^ SUITE 400 C? WEST LINN , OREGON 97063 J2 I J2 TEL 503 305 8033 FAX 503 . 305 . 8034 F.Urt*r. ` I S-06 I 5-06 ■ 8'-011 Q8'_p ■ / , 1 / _ GUARDRAIL WITH HANDRAIL 3' Ln -101,.211 A2 I A2 I I _I_ H ,c t: o F,O.PT. I � _ QI I ! —5 I D1 D1 �g I I 700 _ A702 I D1 r` I E o ■. w I o ■ I B1 �81 V H K 31-41 34 L CL k. CI.R UYD I I I 00 4 3/4"' J, Y-534" ; F.O.PT. C2 Iv 5-02 D1 I`r I S_02 North Stair Roof C2 / — — - C2 I f of _ 58'-0" 1 WestRoof High 1 -f 56'-2" ■ O 1 _ I ■ _. _cT West Roof Low 521-211 rn \ 14'-4 227/256" 5'-6" z ❑ - ' Ujo STAIR 1 LEVEL 4 PLAN 2 STAIR 1 LEVEL 2 PLAN Q — Levels � ` A700 SCALE: I/4" = I'-0" A700 SCALE: 1/4" = 1'-0" —------ 44'-1" ■ C2 ■ a - Z Z M w ,U r ❑ �� > co I \ Z I ELEVATOR SHAFTUl) 3 2 3 z z w z 00 6 6 6 0 — A2 A700 A2 A700 A6A A740 > zp_ 010/ _/ n • . Level , - - - r -- - - - - - r __ _1- - - -- - - - _ 33'-10" I I A6B A6B J2 j 9'-1111 I A2 AZ i 9'-i F� Q1 1 A2 I `W I �a_ . E5 E5 [� 1 _ . ` 1 ' C D I` 16'-6" 51-611 �, ELEVATOR VENT 1 " a d 9-3 I - � I I N I Jz J2 , LU ]2 I I I ■ / — I I _ THIS WIQTH SHOULD BE 3" � S 06 _ O a, I a Level 3 � 11% - 23'-711 U fn cq I I _ ❑ D I a - � o - 01/2', 17'-5" i 4'-700 " = r' In Q1 f I E3 ■ I ,�` ��!' � � Level 2 � -��,, D1 J- � -g a ■ T; Y, — _ ''� , a: ",• 4 ; — 13`-411 a oar El A68A6B 3'-4'i i , I F CLR. BI I Ln I ; rn 3141 AJ — CLk '"' � 3'-3 3, 11 ' � w , co r 4 - � I UP ❑ - - ,�-� I © -- U M .7 ,j \\� - '• \\� KEVl510N5 Q1 I I 5-02 16-OCT-2018 BUILDING PERMIT RESUBMITTAL � ' — � I � .- � I i i - - S reek Level - Suite 120 + 1 C - I 91 C2 11 o — T -02 I ISSUES a4 a Street Level -Suitelf� � � - I — — ` '".c. ° _ - M` I � — ■ PRCIIECT NUMBER DRAWN BY CHECKED BY zl • a- a 1 5-02 __ ___ • 4 16761 KT RLC a U i I I I S-07 T -- - - I _ I `^" \ G. A1.L DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ^' n °. , 4 _ a• •I p �. S-�D7 E3 THE ORIGINAL AND UNPUt4115HED WORK OF THE ARCHITECT AND MAY e ' I� l / t b A9B NOT BE DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN I I 1 I r` _ • C CONSENT OF THE ARCHITECT. > R n z�isa HILI ARCHITECTS Ci WALL MOUNTED SUMP DER FOR S-07 ELEVATOR ATORPIT — ENLARGED STAIRx G.1 H AccEss K ELEVATOR PLANS, SECTIONS, 2 r0..3 2co 3 N DETAILS STAIR 1 SECTIONSTAIR 1 LEVEL 5 PLAN STAIR 1 LEVEL 3 PLAN i STAIR 1 - STREET LEVEL PLAN A700 SCALE: 1/4" = l'-O" OA� SCALE: 1/4" = V-0" A700 SCALE: 1/4" = 1'-0" A7oo SCALE: 1/4" = 1'-0' 0 10 ■ 9 ■ 8 ■ 7 0 6 0 5 0 4 0 3 0 2 1 10 ■ 9 ■ 8 7 ■ 6 ■ 5 ■ 4 3 2 ■ 1 H ILL A KCHITECT5 1750 BLANKENSHIP ROAD S UITE 400 WEST LINN . OREGON 97068 TEL 503 . 305 . 8033 FAX 503 . 305 . 3034 ■ ■ A B A B 2 3 2 3 2 3 "'7 8'-0° 7 F i-Fq ' � i I- -ice I 6 I I I � I �� I 1 -ui A70z A3 I S-07 I 5-07 � ■ / 11'-11°' , 51-4 3/$" / 10 _ I ` I i ■ A702 I D 5-02 - D1 5-02 I Ia p1 I I ! D I I I I I F�O.PT.I —I � South Stair Roof jp g, — J L- � - C - - - / L L/� -� f -- Ln LL I ° IYmD 61B D1 616 I � I I� � � b1 C)- I I I I / West RoofHigh I � � IDN -' - cc _ OF o A2 _ _ West Roof Low ;D 6 �I _ I — Ln N @) o �. I — o I \ Ln � / c0 bo c Ln LU Ll Ln LU %ADDI I 3175/811 j s / 31.7 5181 r o A10 m L ` r; :LR. LR. to w r- L ao In ko -TIA2 i A�-j I A2 C � L LU — r -� — — I I\ A2 N A2 \ z _ � w _ _ _ L �I _ , _� _ Level 5 8 7 8 7 8 7 LL `` — T 44'-1° A701 A701 A701cq A701 A701 A701 W M � z EQ 3'-1( 1/4" 3'-10 1/4"' I 3'-101/4" � o LU J � 7'-81/2" 7'-81/2" O ,. " - 6'-0" 61-OR 6'-0" a / / O Cq 6W / I c1y L--r 0 (D (Dw � w L- ` > > i inc En LU - \ ¢ ¢ �rn in L e Z Z Level4 STAIR 2 ROOF LEVEL PLAN STAIR 2 LEVEL 4 PLAN STAIR 2 LEVEL 2 PLAN � ci� e- 3 3'-10" 4 2 w � ti A701 SCALE: 1/4" = 1"-0° A701 SCALE: 1/4" = 1'-0" A701 SCALE: 1/4" = 1'-0" O n, � a u. . L Ln DI Ln I I I I o X00 U z Oq Ce =LU U 4 , fl Level 3OL ■ —-I — — —— — — 23'-7" �� — i ■ I I _ !— r - THIS WIDTH SHOULD BE 3 Oq I ,I I D I I I S-07 S-07 I I I A6B UJ Ln • B"6 - "'82 Q? / D1 D1 S-a2 EQ / =Q U _ \ s I I I I I71 �I i � «� L„ I I L- - I I — — — I — — Cl R. d A96 ; � o P c' rn - z - — L-- \ Level o. �, 131-411 q:J N _ a a a _ I IIS► I �_► D3 I I �, „ � L V) = I I - li D1 / LI ce- (BIB) - BiB / - BIB A9B Ln E1 =_ °° CN UP LU ` � L_ 1 f OP S-07 III IL.IIll�dl AJ 1. Lf ill I I I � I e I est M I I 3' 518, OP I 3'41518" j OP I I II J2A n N r I I LR. r, I n LR. :I LJ, i I — it `f — Y Q A2 �, �L - ��—- � South Stair Lobby � \ \ -- -�--- --- J2A - — - - - - ICS -- --- - 1-4 13116 CA2�1 N CA2 N — — — — BUILDING PAD - -- I - I- - - - - - - + � - a' -- I k6 — — — ° ' 234'-0" —� 1 REvisIC�Ns � I I I I I I I I I 8 7 8 7 8 7 A96 A701 A701 A701 A701 A701 A701 16-OCT-2018 BUILDING PERMIT RESUBMITTAL ISSUES U C ■ / EQ / EQ / / EQ ,, EQ EQ / EQ +� ■ PROJECT NUMBER DRAWN BY CHECKED BY LI � 16761 AO RLC �I 7'-8112" �. / 7°-8112° � 8'-a" UI 6'-0" 8'-6" ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE h THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY rI NOT BE DUPLI TFD.USEDWITHOUTH PRIOR ,� CONSENT OF THE ARCHITECT. 2 3 2 3 1,9 3 0 2018. HILL ARCHITECTS GJ ce U ENLARGED STAIR & Q 7 STAIR 2 SECTION I 0!1 STAIR 2 SECTION 2 5 STAIR 2 LEVEL 5 PLAN 3 STAIR 2 ~ LEVEL 3 PLAN i STAIR 2 STREET LEVEL PLAN ELEVATOR PLANS, SECTIONS, io A701 SCALE: 1/4" - 1" 0"' SCALE: 1/4" _ 1"-0" A701 SCALE: 1./4"' = 1"-0"" A701 SCALE: 1/4"" = 1"-0" A701 SCALE: 1/4" = 1' 0"' DETAILS 0 N i Q1 r-I Q7 A701 10 ■ 9 ■ 8 ■ 7 ■ 6 0 5 0 4 0 3 0 2 0 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ i 1''Oio y "SOUTH STAIR" AT OTHER STAIR, TYPICAL TYPICAL NOTE: PIPE 1-1/4", TYP. HORIz N 0 RTH STAI R NORTH STAIR N 0 RTH STAI R NORTH STAIR 1, CHARACTERS AND THEIR BACKGROUND HIL L SHALL HAVE A NON-GLARE FINISH. o, PIPE 1- 1/4" @ 5'-0" O.C. MAX. VERT. A R C H I T E C T S CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND, WITH EITHER LIGHT _ CHARACTERS ON A DARK BACKGROUND OR 1 7 5 0 BLANKENSHIP ROAD DARK CHARACTERS ON A LIGHT SUITE 400 a BACKGROUND, WEST LINN , OREGON 97068 2NN 3 4 . SIGN'S CHARACTERS AND ARROWS TO BE T11 503 . 305 . 80'41 FAX 503 . 305 . 8034 RAISED AND BRAILLE TO BE PROVIDED PER ICC c ANSI 117,1-2009, PIPE 1-1/4" HANDRAIL LEVEL 1 LEVEL 2 LEVEL 3 BRAILLE PER ICC ■ AN5I117.1-2009, LEVEL 4 ■ TYPICAL NOTE: 1. WELL ALL JOINTS LEVEL 1 LEVELS 2-5 LEVELS 2-5 - LEVELS 2-5 - 2, HOT-DIP GALVANIZE AFTER EXIT EXIT DOWN EXIT DOWN EXIT DOWN TO LEVEL 1 TO LEVEL 1 TO LEVEL I - 4" I WALKING SURFACE WALKING SURFACE� � ,\ WALKING SURFACE � 20 DIRECTIONAL STAIR SIGNAGE Iv X A702 SCALE: 3" = V-0" C7 I o V v, I , - z I 6° y STEEL PLATE WITH ■ Lu I �. ^ LAG BOLTS OR SDS m I TO STRUCTURE z I [V 1131/256" MIN, 2'-6" CLR. 1 U0I D U- I STEEL CHANNEL STRINGER ,L I 8" A STEEL TREAD G 3-6 } v � � VP V SECURE LADDER TO WALL WELDED STEEL PIPE ■ Lu Ln HANDRAIL WALKPAD - cc ■ u v ►- STEEL ROOF w ACCESS SHIPS W LADDERS PER OSSC 1009.16 z 0 10 SHIPS LADDER PLAN 7 SHIPS LADDER SECTION 3 GUARDRAIL AT ROOF 0 A702 SCALE: 1 1/2" = I'-0" A702 SCALE: 1 1/2" = V-0"' A702 SCALE: 11/2" = 1'-0" d � d 6; Lw ■ ■ Z z Lw WA 4 Z z� w � � p w f' 1 114" z 1-1/4" PIPE HANDRAIL 1-1/4" PIPE HANDRAIL - THIS WIDTH SHOULD BE 3" �{ EASE EXPOSED EDGES u el- Ln _ I 1X8 TOP CAP 1 1/4" -11/411 \_ _ro — 3/8 x 3/4 TRIM M 1-1/4" PIPE HANDRAIL en v • ` • 42" MIN, MTL. GUARDRAIL e ■ M � `Y' � i M `fn M M CD M M o • 1 • m u ,�• • rs n 1p KEVIS1ONS -- — 16-OCT-2018 BUILDING PERMIT RESUBMITTAL ILIc •L m ISSUES WALKING SURFACE WALKING SURFACE M WALKING SURFACE J., WALKING SURFACE ■ ■ PROJECT NUMBER DRAWN BY CHECKED BY 16761 AO/KT RLC �n t3 -- - Ail DRAWIAIG5 AMD WRITTEN MATERUL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK Of THE ARCHITECT AND MAY ID rl NOT BE DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF THE ARCHITECT. a 2018 HILL ARCHITECTS STAIR DETAILS a. r^s CV 13 STAIR 1 HALF WALL WITH CAP STAIR 1GUADn RA I ' S STAIR 1 UARIDRAIL1 STAIR I HANDRAIL C) A702 SCALE: 1 1/2" = 1'-0" A702 SCALE: 1 1/2" = V-0" A702 SCALE: 1 I/2" = 1'-0" A 002 SCALE: 1 I/2" V-0" N Q1 a A702 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 3 ■ 2 ■ 1 GRID FACE OF CONCRETE OR MASONRY WALL (WHERE OCCURS) (1) LAYER 5/8"TYPE 'X' G.W.B. -rt 3-5/8" METAL STUDS @ 24" O.C. MAX.,TYP. U.N.D. I H 1TMEETING ROOM S[DE „ „ ; 1 L, 1.., I r ' 3-5/$ METAL STUDS @ 24 O.C. MAX., TYP. U.N.O. I 2 x 6 WOOD STUDS @ 16" O.C, MAX., TYP. U,N,O, - - WALL INSULATION = ARCH ] TECTS 1/2" MIN. AIR SPACE I 1750 B L A N K E N S H I P ROAD 2 x 6 WOOD STUDS @ 16" D.C. MAX,,TYP. U.N.O, WALL SHEATHING S U I T E 4 0 0 (1) LAYER 5/8"TYPE 'X'G.W.B. (2) LAYERS 5/8"TYPE 'X'G.W.B. WATER RESISTIVE BARRIER (W.R.B.) WEST L I N N . OREGON 9 7 0 6 8 (1) LAYER 5/8"TYPE 'X'WATER-RESISTIVE G.W.B. TEL 503 . 305 . 80 33 FAX 501 305 . 8034 I IN BATHROOMS I - WALL INSULATION WALL INSULATION i-1/2" RIGID ERS INSULATION (WHERE OCCURS) i '.' 1/2" MIN. AIR SPACE WALL INSULATION I i` RESILIENT CHANNELS T !��` - (1) LAYER 5/8"TYPE 'X' G.W.B. ■ i (WHERE OCCURS) 'I (1) LAYER 5J8" WATER-RESISTIVE G.W.B. 6" CMU VENEER ■ IN BATHROOMS 6" PRECAST CONCRETE VENEER BELOW CMU I (1) LAYER 5/8"TYPE 'X' G W B FIRE TEST _ GA FILE NO.: WP-3245 >Il UL R14196, 05NK05371, 2-15-05, I FIRE TEST -- -- UL DESIGN U305 FIRE TEST FIRE TEST --- FIRE RATING: 1-HR -- UL FILE NO.: U419 FIRE RATING: NONE PLAN VIEW FIRE RATING: NONE FIRE RATING: --- SOUND TEST SOUND TEST GA FILE NO.: WP-3245 PLAN VIEW SOUND TEST SOUND TEST � PLAN VIEW --- NRCCTL-93-116, IRC-IR-761, 3-98 --- PLAN VIEW --- STC RATING: NONE STC RATING: 50-54 STC RATING: NONE STC RATING; NONE E2 FURRING 2-1/2 "" METAL STUDS C4 FIRE PARTITION — 2X6 WOOD STUDS B2 INTERIOR WALL — 2X6 WOOD STUDS A7 EXTERIOR WALL -- 3-5/8 "' METAL STUDS A800 NON-RATED, NON-BEARING SCALE: 1 1/2" = 1' 0"" A800 1-HR RATED, BEARING SCALE: 1 1/2° = 1'-0" A800 SCALE: 1 1/2" = 1' 0" A800 SCALE: 1 1/2" = V-0" NON-RATED, NON-BEARING 1-HR RATED INTERIOR EXPOSURE ONLY ■ GRID ■ a GRID IL LuL �— 4" 'C-H' SHAPED METAL STUDS @ 24" O.C. � o 0 0 LW,ro X. U- SHAFT SIDE I 2 x 4 WOOD STUDS @ 16"O.C. MIN.TYP. U.N.O., I I I °f_4+: Y EXTERIOR CLADDING 2 x 4 WOOD STUDS @ 16"O.C. MAX.,TYP. U.N.O,, 2 x 4 WOOD STUDS @ 16" D.C. MAX.,TYP. U.N.O. j (1) LAYER 1" PROPRIETARY TYPE 'X' FIBERGLASS-MAT '`� (1) LAYER 5/8"TYPE 'X'G,W.B. BOTH SIDES I I I a I CONCRETE WALL- WIDTH 'W' EQUALS np11 G.W.B. PANELS INSERTED IN 'H'STUDS 7/8" LANG 6d COATED NAILS @ 7" O.C. I I I �% I 8"AT WALLTYPE 'A6A' Vr Q WALL INSULATION WALL INSULATION I I I :• ,`- I 10 AT WALL TYPE A6B I _ (WHERE OCCURS) " 12"AT WALL TYPE 'A6C' (2) LAYERS 5/8" PROPRIETARY TYPE 7'G.W.B. (WHERE OCCURS) 1'" MIN,AIR SPACE II I ; °d (1) LAYER 5/8"TYPE 'X'G.W.B. , ■ (1) LAYER 5J8�'TYPE `X' G.W.B. 1 LAYER 5/8" WATER RESISTIVE G.W.B. I I I f WATER RESISTIVE BARRIER (W.R.B.) WALL INSULATION (1) LAYER 5/$ WATER-RESISTIVE G.W.B. > WALL INSULATION IN EACH ROW ( ) I I I ; _ :_ - : I ■ IN BATHROOMS IN BATHROOMS FOR WALLS WITH FURRING, SEE FURRING ! WALL TYPES SHOWN ON PLANS _ FIRE TEST GA FILE NO.: WP-7054 UL R2717, 08NK012297, 9-11-08 ROOM SIDE FIRE TEST2 _ FIRE TEST FIRE TEST I I I ,_• =eke ° i I FIRE TEST UL DESIGN V473 UL FILE NO.: U341 --- I I ✓. FIRE RATING: 2-HR FIRE RATING: NONE FIRE RATING: 1-HR FIRE RATING: NONE I I I •. WID ,; I IBC TABLE 721.1,ITEM 4 1.1 �—+ — -- PLAN VIEW I I I -4a. • . - I FIRE RATING: 3-HR. W U.11 PLAN VIEW SOUND TEST SOUND TEST SOUND TEST PLAN VIEW SOUND TEST - . PLAN VIEW --- PLAN SOUND TEST Lu STC RATING: NONE NGC z19$ PLAN VIEW --- STC RATING: NONE STC RATING: 54 STC RATING: NONE STC RATING; NONE O �, SHAFT WALL — 4"" C—H METAL STUDS E1 FURRING — 2X4 WOOD STUDS C3 FIRE PARTITION — DBL 2X4 WALL X31 INTERIOR WALL -- 2X4 WOOD STUDS 6 EXTERIOR WALL — CONCRETE A800 2-HR FIRE BARRIER NON-BEARING SCALE: 11/2° - 1' 0" A800 NON-RATED, NON-BEARING SCALE: 11/2° 1'-0" A800 1-HR RATED, BEARING SCALE: 1 1/2" = V-0" A800 NON-RATED, NON-BEARING SCALE: 11/2° = 1'-0�" A800 3-HR RATED SCALE: 11/2° = V-0" � 0 GRID c_ ■ 6w z 112" W > GRID GRID o p �Y Z Z 0 GRID zC5 Ln 2-1/2" 'C-H' SHAPED METAL STUDS, 25 GA. GALV. STL. - 3-5/8" 25 ga. METAL STUDS @ 24" O,C,TYP, U,N,O, v=i @ 24" O.C. MAX., TYP. U.N.Q., RE: STRUCTURAL olo 0 � o II I EXTERIOR CLADDING SHAFT SIDE WALL SHEATHING (WHERE OCCURS) I I I I SEE EXTERIOR ELEVATIONS —� 2 x 4 WOOD STUDS @ 16" D.C. MAX. STAGGERED I I I 1 I , 8'° O.C. ON 2 x 6 PLATE,TYP. U.N.O. I I I I 2 x 6 WOOD STUDS @ 16"O.C. MAX.,TYP. U.N.O. N (1) LAYER 1" PROPRIETARY TYPE 'X' FIBERGLASS-MAT (2) LAYERS 5/8"TYPE 'X'G.W.B. I I I CMU WALL- WIDTH W EQUALS G.W.B. PANELS INSERTED IN 'H'STUDS o I I I 6" CMU AT WALL TYPE 'A9A" I C� Q 8" CMU AT WALL TYPE 'A9B' (2) LAYERS 5/8"TYPE 'X'G.W.B. (2) LAYER 5/8"TYPE 'X' G.W.B. I I I - I WATER RESISTIVE BARRIER (W.R.B.) (2) LAYERS 5/8" PROPRIETARY TYPE 'X'G.W.B. N- - �� WALL SHEATHING ■ I I — I FOR WALLS WITH FURRING, SEE FURRING ■ WALL INSULATION — WALL INSULATION (2) LAYER 5J8"TYPE 'X' G.W.B, I I I WALL TYPE SHOWN ON PLAN I THIS WIDTH SHOULD BE 3" -►{ I I (1) LAYER 5/8 TYPE X G.W.B. po II WALL SHEATHING (WHERE OCCURS) FIRE TEST I I I WALL INSULATION FIRE TEST - FIRE TEST GA FILE NO.: 3910 I I GA FILE NO.: WP-7054 GA FILE NO.: WP-1521 WP4135 I I I FIRE TEST UL R2717, 08NK012297, 9-11-08 WP-1545 -- WALL INSULATION UL 84024, 10-31-68 I I I FIRE TEST I IBC 16-1.3 TABLE 721.1(2) UL DESIGN V473 IRE RATING: 2-HR I F T FIRE RATING: I-HR 11 I _H -- IBC TABLE 721.1, ITEM 3 I INSIDE ONLY PER SECTION 705.5 U _ FIRE RATING. 2 R SOUND TEST SOUND TEST I I I � SOUND TEST FILE : WP- Z1 PLAN VIEW FIRE RATING: 2-HR. FIRE RATING; 1-HR PLAN VIEW GA NO,: 15 GA FILE NO.: WP-3910 SOUND TEST PLAN VIEW SOUND TEST RALTL09-358, 12-8-08 NRCC815-NV, 2-3-81 NGC 2377, 5-19-70 PLAN VIEW PLAN VIEW STC RATING: 50-54 STC RATING: 55-59 STC RATING: 50-54 STC RATING: NONE STC RATING: NONE ji SHAFT WALL — 2-1/2"" C—H MTL STUDS 3 FIRE BARRIER 3-5/8" METAL STUDS CZ FIRE PARTITION 2X4 STAGGERED A9 EXTERIOR WALL — CMU A2 EXTERIOR WALL — 2X6 WOOD STUDS A800 2-HR FIRE BARRIER, NON-BEARING SCALE: 11/2"" = V-0" A800 2-HR RATED, NON-BEARING SCALE: 11/2" = V-0" A800 1-HR RATED, BEARING SCALE: 11/2" = V-0" A800 2-HR RATED SCALE: 11/2" = 1"0" A800 1-HR RATED INTERIOR EXPOSURE ONLY SCALE: 11/2" = 1'-0". ■ GRID Q T� o GRID I- FACE OF CONCRETE OR MASONRY WALL A' (WHERE OCCURS) � (1) LAYER 518"TYPE 'X"G.W.B. Ln y 3-5/8" METAL STUDS @ 24'" O.C. MAX.,TYP, U.N.O. 2-1/2" METAL STUDS @ 24" D.C. MAX.,TYP. U.N.O. of rn ' I WALL INSULATION 2 x 4 WOOD STUDS @ 16"O.C. MAX. STAGGERED EXTERIOR CLADDING - 1/2'" MIN. AIR SPACE 8"O.C. ON 2 x 6 PLATE,TYP. U,N.O,, 2 x 4 WOOD STUDS @ 16" O.C. MAX.,TYP. U.N,O, - - - - WALL SHEATHING REVISIONS - 1 LAYER 5 8"TYPE 'X' G.W.B. WATER RESISTIVE BARRIER (W.R.B,) -� 2 x b WOOD STUDS @ lb" D,C, MAX.,TYP. U.N.Q. f ) 1 (1) LAYER 5/8"TYPE 'X' WATER-RESISTIVE G.W.B. (2) LAYER 5/8"TYPE 'X' G.W.B. •� 1 1 16-OCT-2018 BUILDING PERMIT RESUBMITTAL I . a (1) LAYER 5/8"TYPE 'X'G.W.B, BOTH SIDES — 1-1/2" RIGID EPS INSULATION Imo— WATER RESISTIVE BARRIER (W.R.B.) is�uEs IN BATHROOMS W/ 1-1/4"TYPE 'W' DRYWALL SCREWS @ 12" O.C. MAX OR c o ■I I 6d (1-7J8" LONG, 0.0915" SHANK, 1/4" HEAD) COATED 1/2" MIN. AIR SPACE (1) LAYER 5/8"TYPE 'X' FIBERGLASS-MAT G,W,B. ■ PROTECT NUMBER DRAWN BY CHECKED BY DRYWALL NAILS @ 7" O.C. MAX ) I 16761 BC/RC RLC WALL INSULATION {2) LAYER 5J8"TYPE 'X' G.W.B, I 6" CMU VENEERSHEATHING I � I {WHERE OCCURS) WALL U I I I FIRE TEST I - WALL SHEATHING (WHERE OCCURS) �- 6" PRECAST CONCRETE VENEER BELOW CMU WALL INSULATION GA FILE NO.: WP-8109 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE � I ' I FIRE TEST I UL R3501-47, -48, 9-17-65, THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY I I -ko FIRE TEST - UL DESIGN U309 NOT RE DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN _ WALL INSULATION I CONSENT OF THE ARCHITECT. GA FILE NO.: 3910 I , xols HILL ARcanecrs } WP4135 GA FILE NO.; WP-3605 DR WP-3614 UL 81319 129 7 22 70 1I Q) ( FIRE TEST - __ UL 84024, i0-31-68 -- FIRE TEST S UL DESIGN U314 .__ UL Design U305 UL FILE NO.: U419 .,� (1) LAYER 5/8"TYPE 'X'G.W.B. FIRE RATING: 1-HR I FIRE RATING: 2-HR FIRE RATING: NONE FIRE RATING: 1-HR FIRE RATING: --- :I 1 — PLAN VIEW -- __ SOUND TEST °=� SOUND TEST CONSTRUCTION SOUND TEST GA FILE NO.: WP-3910 PLAN VIEW SOUND TEST SOUND TEST GA FILE NO.: WP-3240 PLAN VIEW --- NGC 2377, 5-19-70 PLAN VIEW --- PLAN VIEW --- ASSEMBLIES In STC RATING: NONE STC RATING: 50-54 STC RATING: NONE STC RATING: NONE STC RATING: NONE FURRING 3-5 8 " METAL STUDS FIRE BARRIER — 2X4 STAGGERED �3 INTERIOR WALL — 2X4 WOOD STUDS �,g EXTERIOR WALL 2-1/2 '" METAL STUDS Al EXTERIOR WALL — 2X6 WOOD STUDS Go !A8 / 1aa NON-RATED, NON-BEARING SCALE: 1 1/2" = 1'-0" A800 2-HR RATED, BEARING SCALE: 1 1/2" = 1'-0" A800 1-HR RATED, BEARING SCALE: 11/2° = 1'-0" (]A80a 1-HR RATED INTERIOR EXPOSURE ONLY SCALE: 11/2" = 1'-0" A8ao I-HR RATED SCALE: 11/2° = V-0" cq co A800 0 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 i-1 HILL ARCHITECTS s 1750 BLANKENSHIP ROAD S U1TE 400 WEST LINN . OREGON 97068 TEL 503 . 305 . 803.3 FAX 503 . 305 . 8034 ■ c� DRAINAGE MAT OVER SHEET WATERPROOFING e b� MEMBRANE CONCRETE TOPPING SLAB THICKNESS&REINFORCEMENT PER STRUCTURAL OY0 U- U- I 1 3/4" PLYWOOD UNDERLAYMENT T&G DECKING PER STRUCTURAL JOIST/BEAM (BEYOND) PER STRUCTURAL FIRE TEST z FIRE RATING: NONE w U-i NOTE: SLOPE ASSEMBLY.TO DRAIN PER EDGE BEAM ELELVATION SOUND TEST w SECTION VIEW STC RATING: NONE F___4 0 0 J V3 FLOOR - OUTDOOR DECK `� p A801 CONCRETE TOPPING ON 3x DECK SCALE: 11/2" = 1'-0" o u.i w ■ ■ Z z Z z Lu © a [V N N FLOOR FINISH PER IFI (WHERE OCCURS) DRAINAGE MAT OVER SHEET WATERPROOFINGGn fl MEMBRANE W. POST TENSION CONCRETE FLOOR SLAB CONCRETE TOPPING SLAB C� THICKNESS &REINFORCEMENT PER STRUCTURAL 1_2——--—————-- IQ tj• .• by- M LLJ r4 UJ -,�_'• _. to� •,� F THIS WIDTH SHOULD BE 3" -►{ 3/4" PLYWOOD UNDERLAYMENT CEILING INSULATION T&G DECKING PER STRUCTURAL PROTECTION MEMBRANE FIRE TEST - JOIST/BEAM (BEYOND) PER STRUCTURAL FIRE TEST STICK-PIN INSULATION ATTACHMENT IBC TABLE 721.1 (3), ITEM 1-1.1 FIRE RATING: 3 FIRE RATING: NONE (> V SOUND TEST NOTE: SLOPE ASSEMBLY TO DRAIN PER EDGE BEAM ELELVATION SOUND TEST SECTION VIEW STC RATING: NONE SECTION VIEW --- STC RATING: NONE n� FLOOR - POST TENSIONED SLAB nA80�1 FLOOR -- 3X DECKING A8a1 3-HR HORIZONTAL SEPARATION SCALE: 1 1/2" = 1'-0" HEAVY TIMBER FOR 1-HR RATED SCALE: 11/2" = V-0" FLOOR FINISH PER FLOOR FINISH 1" GYPSUM CEMENT FLOOR TOPPING 1 FIBER CEMENT TRIM ALL SIDES " (OVER SOUND CONTROL MATTING AT HARD SURFACE FLOORING) ROOF SYSTEM ,•ii//%.!� r��i''��fii�!i��r �i/• (this is a keynote) ROOF SHEATHING CONCRETE SLAB-ON-GRADE -————— ———————- ,�- ,,,{ '-- ,�,.f�,•' `J �` � ��'-�_ PROVIDE BAFFLE OVER INSULATION TO � STRUCTURAL P.T. WOOD POST ,�f _ MAINTAIN _ — + �� OVER INSULATION" NILATION CLEAR SPACE WEATHER RESISTIVE BARRIER BLOWN IN INSULATION M /•r'j/I // � REVISIONS 16-OCT-2018 BUILDING PERMIT RESUBMITTAL ISSUES SEALANT, EACH CORNER O ■ ` 1I y ■ PPOIEC NUMBER DRAWN BY CHECKED BY =I j 16761 K BC/RC RLC Ln U 3-1/2" GLASS FIBER INSULATION I – BEAM PER STRUCTURAL DWGS. AT BOTTOM OF FLOOR CAVITY i° GRAVEL SUBGRADE PER GEOTECH REPORT2) LAYERS 5/8"TYPE 'X' ALL D[IAWINGS AND WRITTEN MATERIAL APPEARING,HIREIN CONSTITUTE RESILIENT CHANNELS AT 16" O.C.OCGYPSUM BOARD FIRE TEST THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY r' FIRE TEST NOT BE DUPLICATED USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN APPROVED SOIL (2) LAYERS 5/8"TYPE 'X'G.W.B. GA FILE NO.: R62602 CONSENT Of THE ARCHITECT. NOTE: ES REPORT NO.: ESR-1153 FM FC 172, 2-25-72 m 2018 HILL ARCHITECTS aj AV SEE EXTERIOR ELEVATIONS FOR FIRE TEST PROVIDE NONCOMBUSTIBLE E5 REPORT NO.: ESR-2540 ITS, 8-6-98 U FINISHES FIRE RATING: NONE NOTE: INSULATION ALONG LENGTH OF FIRE RATING: 1-HR. FIRE RATING: 1-HR a BASED ON ESR-1153, EACH JOIST, DIVIDE SO THAT NO SOUND TEST ASSEMBLY B, OPTION 2 SPACE EXCEEDS 160 CUBIC FEET SOUND TEST SOUND TEST CONSTRUCTION --- - GA FILE NO.: --- %D TYPICAL SLAB-ON-GRADE SECTION VIEW STC RATING: NONE TYPICAL GUEST ROOM FLOORING/CEILING ASSEMBLY SECTION VIEW IIC RATING: 50-54 SECTION VIEW --- ASSEMBLIES In STC RATING: 58 (V Z COLUMN - WOOD POST �r1 FLOOR - WOOD I-JOISTS T1 ROOF - WOOD RUSE C) (A801) AT PATIO/DECK (LOOKING UP) - NON-RATED SCALE: 3" = 1'-0" 1 FLOOR SLAB ON GRADE A8O1 1-HR RATED HORIZONTAL ASSEMBLY SCALE: 1 1/2" = 1'-0" ASa1 1-HR RATED ROOF-CEILING SCALE: 1 1/2" = 1'-0° 0`0 A801 SCALE: 1 1/2" = 1'-0" A801 10 0 9 0 8 0 7 0 6 0 5 0 4 ■ 3 ■ 2 ■ 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 NOTE: V A 1, HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS c, p z 2„ / MAX 4"-4.8" PERIMETER ` FOR NON-CIRCULAR I �� FIG. 303.2 CROSS SECTIONS z -� BOTTOM OF GALV. CHAIN -ATTACH SECURELY TO CARPET ON FLOOR SURFACES _. P.T. SLAB SLAB&PVC TUBING WITH EYE BOLTS H I L L .. ` ACHITECTS = 24" MAX 48" MIN 24"' MAX 2 � � R 2" MIN 00 \ � 1 I� D. HANDRAIL ALTERNATE GRIPPABLE AND B, HANDRAIL PLAN J� - un 1 7 5 0 B LA NKENSHIP K o A D uj 'Sa�p� I• SECTIONS PROFILES UNINTERRUPTED co " 1'-0" 2'-0"TYP. cc I N CROSS SECTIONS 1 114" MIN "' �' / S U 1 T E 0 0 112' 11/2" MAX q CONTRACTOR TO i °' / \ WEST LIMN . OREGON 7068 % COORDINATE I 1 3" MAX NOMINAL /�///�//// MAX, HEADROOM 8'-2" ��/��il�� TE1 503 . 305 . 8033 FAX 50? 305 . 8034 (A} � /'� HANDRAIL ATTACHMENT I ff DIAMETER g INTO CONCRETE, CMU, I I, 8,-0„ , M M 20A METAL FRAMEDWALLS. %r ■ N 2 - PROVIDE BLOCKING/BACKING I � � X PRIOR TO ENCLOSING i a • 1 WALLAS5EMBLY r - E5 (B) RAMPS I l `� tr 3" HIGH WHITE LETTERING ONE SIDE ONLY 8"SCHEDULE 80 16 GA. SHEET METAL AT I f _ ",' U% Q (A) STAIRS FACE TOWARDS GARAGE ENTRANCE AND GRAY PVC TUBING METAL FRAMED,2X12 I � LABELED AS FOLLOWS (B) o SOLID BLOCKING @WOOD I If 'Q © FIG, 505,4 MAX. HEADROOM 8'-2" (AT GARAGE ENTRANCE) o FRAMED AS REQUIREDTO -� HANDRAIL HEIGHT SUPPORT LOADS ON + FIG. 4035 FIG. 303.3 `y/ HANDRAIL PER CODE I r FIG. 505.10.2 NOTE: CLEAR WIDTH OF AN ACCESSIBLE ROUTE BEVELED CHANGES IN LEVEL MINIMUM 11� TOP HANDRAIL EXTENSIONS AT STAIRS 1. HEADROOM TO INDICATE 8'-2"AS SHOWN ON PLANS METAL BRACKET WALL ASSEMBLY, SEE V 10 2 MIN PLAN FOR TYPE C. HANDRAIL ELEVATION A. HANDRAIL SECTION 20 CLEAR WIDTH 16 CHANGE IN LEVEL 12 METAL HANDRAIL DETAIL ,�2" MIN , - ., " „ - - _ - _ _ � 4 CLEARANCE BAR DETAIL As10 AT ACCESSIBLE ROUTE UTE SCALE: 1/z°' - 1'-0" A810 AT ACCESSIBLE ROUTE SCALE: 12" = V-0" A810 SCALE: 3 = 1 -0 I A810 SCALE: 1/2" = 1'-0" 0 / 32" MIN 1 32" MIN 3'-0" � miuni �� FIG. 505.10.1 a CD TOP AND BOTTOM HANDRAIL EXTENSIONS AT RAMP �► r"� U- 0 `c LWYQ u_ 2" MIN 0 1 (A) HINGED DOOR (B) SLIDER DOOR OF 00 ;,-. .. [ 12" +T / T / M 32" MIN MIN \ Nov A 11 \ NOTE: 1, SEE SECTIONS OSSC 1106.1, AND ICC ANSI A117.1 SECTION 502, CHAPTER 11, FIGURES 2 36" MIN THROUGH 6 AND FIGURE 10 2. PAINT BACKGROUND OF SYMBOL DARK BLUE. �f 42"MIN / 42" MIN �, 36" MIN / / 36" MIN , C FOLDING DOOR D DOORWAYS WITHOUT DOORS N 3. SYMBOL MEASURES 3'-0" SQUARE. z 1 „ ( ) ( ) 4. DISABLED SYMBOL SHALL BE LOCATED SO THAT IT IS VISIBLE TO A TRAFFIC ENFORCEMENT L..� �' �"<48"� /X < 46"1 OFFICER WHEN A VEHICLE IS PROPERLY PARKED IN SPACE, W (A) FIG, 403.5.1 (B) FIG, 404.2.2 5. DISABLED SYMBOL, COLOR TO BE INSTALLED PER GOVERNMENT REQUIRMENTS. 180 DEGREE TURN CLEAR WIDTH AT 1800 TURN 180 DEGREE TURN CLEAR WIDTH OF DOORWAYS 6, DISABLED SYMBOL SHALL BE EVEN WITH THE END OF THE PARKING SPACE. z ACCESSIBLE CLEAR WIDTH (EXCEPTION} MINIMUM DOOR WIDTH HANDRAILS AND EXTENSIONS DISABLED PAVEMENT SIGN 19 11 7 3 aA810 AT 18© DEGREE TURN SCALE: 1/2" = V-0"" A810 AT ACCESSIBLE ROUTE SCALE: 1/2" = V-0" A810 SCALE: 1/2" = 1'-0" A810 SCALE: 3/4'" = 1'-0" � � W e W w ■ 68" MIN. OPTIONAL HALL ■ w Z i LANTERN > BRAILLE SYMBOL& p p FLOOR# ON BOTH N rq SIDE OF DOOR JAMB �� ~�'> •'� 90 MIN. RATED W0 ELEVATOR HOISTWAY F ��i ��`� DOOR,TYP. Ln s'�� L7 Ln CALL BUTTON Q Ln E Ln '°c JJJLn uj .I =� F- m I 1 � ti aryl M in Ln a ., : ' 11 °° U \ 36°moi a / - ° ° o a I a — - N - L^ tc 0 ❑ C] J L * \ o 1 cc In ° ° ° o ° °a 00 a ELEVATOR CAB DIMENSIONS ELEVATOR ENTRANCES • > `� I M i , z a z � NOTE: ELEVATORS SHALL BE CAPABLE OF NOTE: THE AUTOMATIC DOOR REOPENING DEVICE IS \ \ �� — • u\ o « � TRANSPORTING A 24" X 84" GURNEY IN ACTIVATED IF AN OBJECT PASSES THROUGH EITHER LINE A P� THIS WIDTH SHOULD BE 3" I S= M THE HORIZONTAL POSITION AND (2) OR LINE B. LINE A AND B REPRESENT THE VERTICAL GRID IS FOR PROPORTIONS u ATTENDING MEDICAL PERSONNEL LOCATION OF THE DOOR REOPENING DEVICE NOT ONLY AND IS NOT A PART ` FINISHED FLOOR � 1 REQUIRING CONTACT OF ACCESSIBILITY SIGNAGE 5 C7 O 10" 10" > 10"-24"MAX " I I CONTROL -1 112° SYMBOL PROPORTIONS DISPLAY CONDITIONS n MAX . (A} MAX (B} I 30 4 Q 5/8" MIN. NUMERAL PANEL °D 1 Q 2 HEIGHT WITH \ s FIG, 308.3,1 FIG. 308.3.2 BRAILLE SYMBOL RAIL �� ` NOTE: � � � � IMMEDIATELY BELOW '� UNOBSTRUCTED SIDE REACH OBSTRUCTED HIGH SIDE REACH �\ 41 0 ® 0 1, SYMBOLS OF ACCESSIBILITY SHALL COMPLY WITH OSSC CHAPTER 11 FIGURE 1 314" MIN, DIAMETER `r In �+ 2. SYMBOLS OF ACCESSIBILITY AND THEIR BACKGROUND SHALL HAVE A NON- E" m BUTTONS,TYP, \.�� i GLARE FINISH. SYMBOLS OF ACCESSIBILITY SHALL CONTRAST WITH THEIR MY' ELEVATOR CONTROL PANEL- NTS INSTALLATION HEIGHTS BACKGROUND WITH A WHITE SYMBOL ON A BLUE BACKGROUND, 18 ACCESSIBLE HEIGHTS 10 MAILBOX 6 ELEVATOR CLEARANCES, 2 ACCESSIBILITY SYMBOL A810 AT PARALLEL APPROACH SCALE: 1/2" = 1'-0" A810 ADA MOUNTING HEIGHT REOUIRMENTS SCALE: 1/2" = 1'-0" A810 CONTROLS AND SIGNAGE SCALE: 1/4" = 1'-0" A810 SCALE: 3/4" = 1'-0" 4" MAX 4" MAX UNLIMITED UNILIMTED UNLIMITED RESERVED PARKING,VAN ACCESSIBLE,WHEELCHAIR RESERVED PARKING SIGN,PER OSSC 2'-0" OUTSIDE CONTINUOUS EPDXY USER ONLY IDENTIFICATION SIGNS,PER OSSC SECTION 1106.7.2 ICC ANSI A117,1,SECTION k � y FACE, MINIMUM BONING ADHESIVE SECTION 1106,7.2 ICC ANSI A117.1,SECTION 502.7, 502.7,AND CHAPTER 11,FIGURES 7 - � SIGN 81/2,. AND CHAPTER 11,FIGURES 7 THROUGH 9 , - 4'-0" LONG PRECAST i CONCRETE WHEEL STOP W/2-#4 CONTINUOUS BARS > „ OR"BARCO PRODUCTS" '. 2'-0" ALLOWABLE SIGN 2'-0" 1 �� 2'-0" ALLOWABLE SIGN 2'-0" Xn12 _ - � � �� '' /r .( I \ 1 ^` n 'SHORTSTOP' OR APPROVED LOCATION LOCATION f z 0 0 ca �--r�r > 1211�, r„ i EQUAL I °° J%'" 00 0 0 4"MAX 4" MAX ^ °° 4" WHITE X > 12" i i 5/8"ANCHORING HOLES AT STRIPING PER WHEEL STOP I POST EXTERIOR LOCATIONS OSSC CHAPTER � 1 . Z , NOTE: ktEVIS10N5 c7 11 FIGURE 2 &3 PROVIDE 2-#4 X 4" ABOVE Q (q) (B) 4 ( ACCESSIBLE PARKING SPACE 16-OCT-2018 BUILDING PERMIT RESUBMITTAL SLAB) REBAR ANCHORING ,l, 4 WHITE DIAGONAL I AND ACCESS AISLE SHALL ro / I FIG. 307.3 4"MAX DOWELS THROUGH WHEEL STRIPES AT 24" O.C. I o [SSUES r / '� NOT EXCEED 2% IN ANY - j POST MOUNTED PROTRUDING OBJECTS STOP&PARKING SURFACE w PER OSSC CHAPTER DIRECTION 00 co /i mom a 4 a9 AT EXTERIOR LQCATIONS � 11 FIGURE 2 &3 PROJECT NUMBER DRAWN BY CHECKED BY \ , ' °O 16761 AO/KT RLC 2 _ p, f70 LL PARKING SURFACE a ACCESSIBILITY U I u - - �I � � CHAPTER11FIGURE 1, Q ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE TYPICAL THE ORIGINAL AND UNPUBLISHED WORK Of THE ARCHITECT AND MAY 00 co NOT BE DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN PROVIDE I CONSENT OF THE ARCHITECT. LETTERING I 0 2018 HILL ARCHITECTS (q) 20"MAX (B) > 20"-25"MAX I x � x n ' - AT VAN FIG. 308.2.1 FIG. 308,2.2 STALL u a UNOBSTRUCTED FORWARD REACH OBSTRUCTED HIGH FORWARD REACH x NOTE: /� n I , „ " ACCESSIBILITY ACCESSIBILITY DETAILS ¢ FIG, 307.4 FIG, 307.2 <� VERIFY W/STRUCTURAL FOR LOCATION OF 1'1111 PARKING STALL 6-0 MIN. AT TYP ACCESSIBLE DOWELS PRIOR TO DRILLING HOLES IN M REDUCED VERTICAL CLEARANCE LIMITS OF PROTRUDING OBJECTS '� C 8'-0" MIN. AT VAN PARKING STALL v NOTE: CONCRETE SLABS 9'-0" MIN, 6'-0" N PROTRUDING OBJECTS AND HEAD ROOM CLEARANCES SHALL COMPLY WITH OSSC SECTION 307.2, 307.3 AND 307.4 i ' 17 ACCESSIBLE HEIGHTS 9 PROTRUDING OBJECTS CONCRETE WHEEL STOP 1 ACCESSIBLE PARKING �TALLS N A810 00 AT FORWARD APPROACH SCALE: 1/2" = 1'-0" A810 AND HEADROOM CLEARANCES SCALE: 1/4" = V-0" A810 SCALE: 1 1/2" = V-©'" A810 SCALE: 1/4" = V-0"' Go CD a� A81 0 coco r� 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 y� 11/2" z CN HILL 36" MAX 36" MAX I 42"MAX � 24"MIN 24" MIN = A c H T E CTS � I��, �r�� \ 175fl 61ANKEN $ H1P ROAL7 24" MIN ;., SUITE X00 FIG. 609.3 C14 _ WEST LINN , OREGON 97068 SPACING OF GRAB BARS TEL 50'N . 105 . 8033 FAX 503 . 305 . 8034 f� FI t co so (A) CIRCULAR (B) (c) ' NONCIRCULAR (A) PROTRUDING DISPENSER BELOW GRAB BAR (B) PROTRUDING DISPENSER ABOVE GRAB BAR 42 MAX FIG 609.2 NOTE: FOR CHILDREN'S DIMENSIONS SEE FIG, 604.11.7 DISPENSER OUTLET LOCATION (C) RECESSED DISPENSER SIZE OF GRAB BARS FIG. 604.7 DISPENSER OUTLET LOCATION 12 GRAB BARS OA! ACCESSIBLE TOILET COMPARTMENT A811 SCALE: 1/2" = V-0" .DISPENSER LOCATION SCALE: 1/2" = V-0" r- - - - -- -- T-- � I I I I OTHER FIXTURES NOT ALLOWED WITHIN THIS AREA L 11UYD 17"-25" I ( I L I I 6" MAX J I I ( =J (A) (B) v� ELEVATION PLAN �, I 1 �F 8" MIN I I SEAT HEIGHT In I I o I I17"-19" �` 11V F_ r I ■ -- - --- ---7 .� X I I ■ 1 1 z \ ----- - - - - - - (A) (B) ^I I z I o ACCESSIBLE WATER AMBULATORY 60" MIN I r, CLOSETS ACCESSIBLE WATER CLOSETS NOTE; FOR CHILDREN'S DIMENSIONS SEE FIG. 604.11.4 I- --- -- -- - 41--j 1 MIN, 25 MAX FIG. 604.2 FIG. 604.4 FIG. 604.3 Lu I WATER CLOSET LOCATION WATER CLOSET SEAT HEIGHT SIZE OF CLEARANCE FOR WATER CLOSET D, (A) (B) ELEVATION PLAN z 1 KNEE AND TOE CLEARANCE 7 ACCESSIBLE TOILET COMPARTMENT r A811 SCALE: 1/2" = V-0" A 111 WATER CLOSET SCALE: 1/2" = 1'-0" � w ■ ■ a Z Z z DOOR SHALL NOT SWING > > PARTITION / INTO THE REQUIRED p / MINIMUM AREA OF THE Z l COMPARTMENT N r- z W oW � w 6" �. \ l I (A) II I ---- — ELEVATION I — — — \ \ ADULT I I N � I I 1 �,— PARTITION 1� M - - - -- - -- —— — I� THIS WIDTH SHOULD BE 3" 611 \ I' 1 56" MIN (WALL MOUNTED W.C) -ADULT L J I. (B) I � (C) 59" MIN (FLOOR MOUNTED W.C.) -ADULT ELEVATION � PLAN FIG. 606.3 CHILDREN n WALL AND FLOOR MOUNTED W.C. -CHILDREN HEIGHT OF LAVATORIES AND SINKS FIG. 604.9,5 FIG. 604.9.3.1 WHEELCHAIR ACCESSIBLE COMPARTMENT-TOE CLEARANCE WHEELCHAIR ACCESSIBLE COMPARTMENT DOOR OPENINGS-ALTERNATE OA8�11 ACCESSIBLE TOILET COMPARTMENT G ACCESSIBLE TOILET COMPARTMENT 2 ACCESSIBLE TOILET COMPARTMENT LAVATORY SCALE: 1/2" 4 V-0" A811 TOE CLEARANCES SCALE: 1/2" = 1'-0" A811 CLEAR FLOOR AREAS SCALE: 1/2° = 1'-0" _Ioj I I I I I V I I I I I I m o In i 1 I 1 17"-19" I Ln I 1 I I I 1 1 1 REVISIONS M J 1 I ~ �- — ———— — — _ L16-OCT-2018 BUILDING PERMIT RESUBMITTAL --- ---- - - --- ISSUES U C o ■' �` ■ PROIECT NUMBER DRAWN BY CHECKED BY =I 16761 AO/KT RLC z v t _ l � � N l qp �` [ ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE N THE ORIGINAL AND UNPUBLISHED WORK.OF THE ARCHITECT AND MAY i 3'-0" 60" MIN 60" MIN NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF THE ARCHITECT. .5 (A) (B) / �! t, / ,/ f, 0 2018 HILL ARCHITECTS WALL HUNG TYPE STALL TYPE u FIG. 605.2 WALL-HUNG WATER CLOSET-ADULT FLOOR-MOUNTED WATER CLOSET-ADULT a HEIGHT OF URINALS WALL-HUNG AND ACCESSIBILITY DETAILS Q FLOOR-MOUNTED WATER CLOSET-CHILDREN FIG, 604.10 FIG. 604.9.2 AMBULATORY ACCESSIBLE COMPARTMENTS o WHEELCHAIR ACCESSIBLE TOILET COMPARTMENTS N 0 9 ACCESSIBLE TOILET COMPARTMENT 5 ACCESSIBLE TOILET COMPARTMENT 1 ACCESSIBLE TOILET COMPARTMENT V o A811 URINAL SCALE: 1/2." = V-0" A$11 AMBULATORY SCALE: 1/2" = 1'-0" A 111 SCALE: 1/2" = 1'-0" N 00 0 v . 811 10 0 9 0 8 0 7 • 6 — • 5 • 4 0 3 0 2 • 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 M 24" MIN H I t t I � ' ' I ARCHITECTS I M I_ I F --- -� �---- ---- ---� ] 750 6 I A N K E N S H I P ROAD r----I----� I I I S U I T E 4 0 0 --_ — J ---� I ! I WEST LINN . OREGON 97063 TEL 503 . 305 . s033 FAX 503 . 305 . 3034 E I I L--- - ---- - -J L -- - -- -- -- J ■ L--- ------J I � I I ■ ———�-————— ———J �� CENTERED ON THE OFFSET 24 INCHES MAXIMUM CLEAR FLOOR SPACE I APPLIANCE FROM CENTER OF DOOR OPENING Z 60" MIN , (A)TOP LOADING (B) FRONT LOADING NOTE, LAVATORY PERMITTED PER SECTION 608.2.2 FIG. 1004.11.3.1.1 FIG, 611.2 CLEAR FLOOR SPACE LAVATORY IN TYPE B UNITS - OPTION B BATHROOMS FIG. 1003,11.2.5.2 STANDARD ROLL-IN-TYPE SHOWER `a COMPARTMENT IN TYPE A UNITS � 2 LAVATORY g ROLL-IN SHOWER 4 WASHER/DRYER FLOOR CLEARANCE A812 TYPE B UNITS ( OPT A&B) SCALE: 1r2" = I'-0" AS12 TYPE A UNIT) SCALE: 1/2" = 1" 0" AS12 UNIT TYPES A & B SCALE: 1/2" = 1'-0" 0 BACK WALL BACK WALL y 30" MIN inL JLLOYDJ i\, i U- W w0 \ , U- 0 L 0 w Z Q Z a 8 Q OF 0 IP -----------� - F---- ----- -- --- —`� M I z I I00 I IF-1 ■ I I I 1 �/ ``� I > ■ I II I o - JJ 0 0 IL , F 36" MIN. (915) IF PART OF T-SHAPED TURNING I SPACE PER SECTIONS 304.3.2 AND 1003.3.2 I, 48" MIN I ! I n L-- - --- --- - -- -- - `� HEIGHT FIG. 1003.12.3 60" MIN WORK SURFACE IN KITCHEN FOR TYPE A UNITS — FIG. 1004.11.3.2.3.1 FIG, 1004.11.3.1.3.2 FIG. 1004.11.3.1.1 w I„ BATHROOM CLEARANCE IN FORWARD APPROACH BATHTUB IN LAVATORY IN TYPE B UNITS — OPTION B BATHROOMS Lu TYPE B UNITS - OPTION B BATHROOMS TYPE B UNITS - OPTION A BATHROOMS O U U OA BATH 15 FORWARD APPROACH BATH 1 LAVATORY (A) 40'" MIN C�TYPE B UNITS (OPT B) SCALE: 1rz°' = I'-o" As12 TYPE B UNITS (OPT A} SCALE: 1rz" = 1'-0" As12 TYPE B UNITS { OPT B) SCALE: Ire" = 1'-0" ' 7 17 w ■ ■ W Z 7- Z z 36" MIN , 0 z ❑ ❑ �J z z BACK WALL BACK WALL w O BACK WALL 30" MIN J, C) „ 0__j ��///� I ��^yy © Q J J V I q w oCC3 p 8 O J O Z CS O Lu A` I I " "' SEAT CONTROL x i z WALL WALL z I ;2! LAVATORY J Q - ! IZ ■ -- - --- - COMPLYING WITH �_----- I I I — SECTION 606 L — ————— — —— —— —-- �. _ rn THIS WIDTH SHOULD BE 3" —►-I ------- ---J \ =4I . I * 36" MIN. (915) IF PART OF T-SHAPED TURNING SPACE PER SECTIONS 304.3.2 AND 1003,3.2 - --J _j 48" MIN 1003,12.4 60" MIN 4'-0" r KITCHEN SINK FOR TYPE A UNITS LAVATORY 40"MIN COMPLYING WITH FIG. 1004.11.3.1.3.3 (B) / >� (A) SECTION 1004,11.3.1.1 (B) SHOWER TRANSFER TYPE SHOWER FIG. 1004.11.3.1.3.1 COMPARTMENT IN TYPE B UNITS FIG. 1003.12.1.1 PARALLEL APPROACH BATHTUB IN TYPE B UNITS- OPTION A BATHROOMS MINIMUM KITCHEN CLEARANCE IN TYPE A UNITS 1 $ PARALLEL APPROACH BATH_ OA8�12 CLEAR FLOOR SPACE AT SHOWER OA�812 WORK SURFACE/KITCHEN SINK A812 TYPE B UNITS (OPT A) SCALE: 1/z" = 1'-Q" TYPE B UNITS (OPTION A&B) SCALE: trz"' = 1`-©" TYPE A UNITS SCALE: 1/2° = 1'-0° 0 0 0 0 f1. 18" MIN ca 1 I I I I I l I ! I I I N I I 1 1 �-- -t I I I I I I I z 1 I I I h I I I i I 4 I I I I 1 I I I REVISIONS Ln I I 1 I 16-OCT-2018 BUILDING PERMIT RESUBMITTAL M I I I I ISSUES I I I I I I I k I I I SEAT HEIGHT EDGE OF CLEARANCE, 0 G ■ WALL, I I I ! ' PROTECT NUMBER DRAWN BY CHECKED BY �I I I I I I I I I I I I I 16761 AO/KT RLC NFIXTURE i L---- -- -- -- I I I I -� L- - ----- -- -- - --J ui OR OTHER TTrt I I ILn +� OBSTRUCTION ——J L —— J ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE 16'-18° 16"-18°' L — - ------� L --- ----- 16"-18" 60" MIN �—� -- - -- - �— / THE ORIGINAL AND UNPUBLISHED WORT(OF THE ARCHITECT AND MAY 48" MIN , 16"-18" 16"-18" 60" min NOT RE DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN / /' I y CONSENT OF THE ARCHITECT, / 48" MIN 33" MIN zola HILL ARCHITECTS (A) WATER CLOSET LOCATION (B) MINIMUM CLEARANCE (C) CLEARANCE WITH LAVATORY (D) WATER CLOSET SEAT HEIGHT Uj a (A) WATER CLOSET LOCATION (B) CLEARANCE WIDTH AND DEPTH (C) INCREASED CLEARANCE DEPTH - (D) CLEARANCE WITH LAVATORY OVERLAP (OVERLAP EXCEPTION) , 60°' MIN i� ACCESSIBILITY DETAILS TAI L S 2: FORWARD APPROACH Q FIG. 1003.11.2.1.4 FIG. 1003.12.1.2 "} FIG. 1004.11.3.1.2 tt WATER CLOSETS IN TYPE A UNITS U-SHAPED KITCHEN CLEARANCE IN TYPE A UNITS o CLEARANCE AT WATER CLOSETS IN TYPE B UNITS ry OAWATER CLOSET9 ATER LOSET � ITCHEN LEARANCES 00 o TYPE B UNITS (OPT A&B) SCALE: 1/2'° = 1'-0° A812 TYPE A UNITS SCALE: I/z" = 1'-0" As12 UNIT TYPES A&B SCALE: 1/2" = V-0'" f 14 co A812 a 10 ■ 9 ■ 8 0 7 0 6 ■ 5 ■ 4 • 3 ■ 2 ■ 1 10 • 9 • 8 ■ 7 ■ 6 ■ 5 • 4 ■ 3 ■ 2 ■ 1 H ILL x ARCHITECTS x 1750 BLANKENSHIP ROAD SUITE 400 WEST LINN , OREGON 97063 TEL 503 . 305 . 3033 TAX 503 . 305 . 3034 ED WELDED END CAPS SIMPSON L-30 ON EACH END TOP/BOTTOMrq ` - ( 1 '� WALL FINISH -SEE FINISH SCHEDULE 4x6 BLOCKING 4x6 BLOCKING E FLANGE - ` WALL FINISH 5 LWY . ' PRE-FORMED RADIUSED WALL RETURN. 48" O.C. MAX. 1-1/2" RIA. PIPE HANDRAIL � WELD AND GRIND SMOOTH (3)-#10 SS WOOD SCREWS- (2) TDETAILS 11/2" TOP f (1) BOTTOM - 11/2 MIN. 5IMP50N L-30 ON EACH END,TOP AND BOTTOMPENETRATION INTO BLOCKINGMIN. = FULL HEIGHT STUDSFULL HEIGHT SfiUD FRAMING 1 1 2 DIA. PIPE HANDRAIL./ 5/16 DIA. HOLES FOR FASTENERS, SEE RE: STRUCTURAL (A), (B), (C) / 6"THK x 3" DIA. STEEL WALL PLATE ■ WOOD STUD WALL ' SCALE: 1-1/2" = 1"-0° I 4x6 BLOCKING 48ro ■ 1-1/2" DIA. PIPE INTERMEDIATE SUPPORTS AT 4'-0" O.C. WELD AND GRIND SMOOTH '- PENETRATION INTO BLOCKING/MASONRY/METAL !` ) STUD PER DETAILS (A), (B),AND (C). WALL FINISH - SEE FINISH -' - SLOPE HANDRAIL TO MATCH o W E SCHEDULE 11/2" SLOPE OF RAMP OR STAIRS FLANGE MIN. Lu w ai 1-1/2" DIA. PIPE HANDRAIL WALL MOUNTING PLATE NOTE: SEE DETAIL(K2),ABOVE (3)-1/4" DIA. LONG EXPANDING z E HANDRAIL TO BE CAPABLE OF O 11/2" MASONRY ANCHORS WITHSTANDING A 250 LBS. LOAD w U MIN, MASONRY AT ANY POINT, IN ANY DIRECTION. p G � MASONRY WALL ( WOOD STUD WALL { STAIR HANDRAIL DETAILS SCALE: 1-1/2" = 1'-0" SCALE: 1.1/2" = 1'-0" SCALE: 1-1/2"= 1'-0" �+ ■ ■ z z z z z 0 6"x 16" GA. METAL STUD BACKING W/ #12 N F.H.S.M. SCREW (TOTAL OF(4)TO EA. STUD) METAL STUDS @ 16"O.C. w a EXTEND 1 STUD MIN. BEYOND VABINET OR GRAB BAR LENGTH -TYP. CUT AND BEND w FLANGE UP AT EA. STUD. SEE DETAIL(G). WALL FINISH - SEE FINISH SCHEDULE 46 BLOCKING Ki - �y FLANGE rl� 6' �t - + 1-1/2" DIA. PIPE HANDRAIL LANDING cy 16 GA. METAL STUD BACKING EXTEND (1) ,- Lu (3)-#10 SS S.M, SCREWS D MIN. BEYOND CABINET OR GRAB BAR kE1lf2°' GTH TYPICAL. CUT AND BEND FLANGE UP @MIN, H STUD. . FULL HEIGHT STUD FRAMING #12 F.H.S.M.S. (TOATL OF 4 TO EACH STUD) • RE: STRUCTURAL ,NF1 _ . ■ - THIS WIDTH SHOULD BE 3" �I ,-� METAL STUD WALL METAL STUD WALL SCALE: 1-1/2" = 1'-0" '`�J SCALE: 1-1/2"= V-0" K 111_7� 77 K1 — �,r�_-. TOILET PARTITION �` v THE LEADING 2" OF THE TREAD SHALL HAVE , - 1 �., FLANGE VISUAL CONTRAST OF DARK-ON-LIGHT OR E 1-1/2" DIA. SS GRAB BAR f LIGHT-ON-DARK FROM THE REMAINDER OF THE +33"- 36"A.F.F. TREAD - _ K ~� (3)4/4" DIA. SS SCREWS AT WALL 11/2" W/SS HEX CAP NUTS 1-1/2"MAX. TO LANDING MIN. 1" MIN. �'IV -- I' 1 • 12" MIN. , co ' �• M I ( TOILET PARTITION ruN METAL STUD WALL TYPICAL HANDRAIL PLAN t/ SCALE: 1-1/2" = V-0" SCALE: N.T.S. SCALE: 1/4" = V-0" 1 15/1 " m 1-1/2" DIA. SS GRAB BAR m I` r-0 1,3/8" I 3,1 J O K RIVISIONS M y�� L 12" _ AT WALL 12"MIN. L GRAB BAR SPECIFICATIONS: 16-OCT-2018 BUILDING PERMIT RESUBMITTAL t 1. MAXIMUM SPACING OF SUPPORTS: 48" issues c 2. DIAMETER: 1-1/2" GUIDE RAIL -- o • 3. MINIMUM SECTION MODULS: 0.0534 CU. 1N. CENTERED AT 4" 0° • PROTECT NUMBER DRAWN BY CHECKED BY 4. WELDED 11 GA. 304 SS MOUNTING FLANGES HIGH 16761 BC RLC Ln 5. MINIMUM SECTION AREA = 0.1813 SQ. IN. UI E = 29000 KSI 'D FY = 85.0 KSI ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE NOR 18 GA. 304 STAINLESS STEEL THE ORIGINAL AND UNPUBLISHED WORK OE THE ARCHITECT AND MAY NOT BE DUPLICATED,USED,OR DISCLOSED WITHOUT THE PRIOR WRITTEN A-A FLANGE RAMP HANDRAIL CONSENT OF THE ARCHITECT. ESCALE: 1-1/2" = V-0" � SCALE: N.T.S. @ 2018 HILL ARCHITECTS s U NOTE: PER ICC-A117.1-2009 SECTIONS 504 &505 ACCESSIBILITY DETAILS Q PLAN VIEW 7 CV d . I 5 AIR., MP , AND HANDRAIL DETAILS co o X813 NK769TZ-2018-04-27 SCALE: 1 1/2" = 1'-0" N A813 10 • 9 • 8 • 7 0 6 0 5 • 4 • 3 • 2 • 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 m HILL s A K C H I T E C T 5 1750 BLANKENSHIP ROAD XIT o I� � `�' a'} SUITE 400 - > wo v aFsrnorn WEST LINN . OREGON 97063 � TEL 503 . 305 . 3033 FAX 503 . 305 . 3034 � CORRESPONDING CORRESPONDING GRADE 2 BRAILLE GRADE 2 BRAILLE TYPICAL ■ RAISED LETTERING - 5/8" ■ MIN.TO 2" MAX. HEIGHT UPPERCASE SANS SERIF } CHARACTERS -TYP. SIGN TYPES NOTES: 1. CHARACTERS SHALL CONTRAST WITH 3. WALL MOUNTED SIGNAGE TO BE THEIR BACKGROUNDS, WITH EITHER LOCATED ON LATCH SIDE OF DOOR Q LIGHT CHARACTERS AND DARK CLEAR OF DOOR SWING. MOUNT AT BACKGROUND OR DARK CHARACTERS 60"TO BASELINE OF HIGHEST RAISED ON LIGHT BACKGROUND. PROVIDE CHARACTER FROM FLOOR. DIRECTIONAL ARROW WHERE SPECIFIED, 2. BRAILLE SYMBOLS: PER SECTION 703.4 ACCESSIBLE SIGNAGE • A SCALE: N.T.S. ■ A2 A2 OY , WLu uj 00 V OF 9� rj-,-�ACCESSIBLE SIGNAGE ■ ■ H NOTE: PER ICC-A117.1-2009 SECTIONS 703 z W w Lu 3 SIGNAGE Z A814 NR769TZ-2018-04-27 SCALE: 1/4" = 1'-0" .. J 0 u N ■ ■ W z z Q Q FIBERGLA53 z Z SHOWER FIBERGLASS SHOWER z n 2M SHOWER HEAD WITH O CURTAIN FLEXIBLE SHOWER CURTAIN ROD o FACE OF FINISH 0 FLUSH VALVE HANDLE Uno Q ROD SPRAY 60 LONG 36" MIN. TO BEN OPN SIDE OF l WATERCLOSET o. Lu w [24 ] INSULATE EXPOSED PIPES INSULATE EXPOSED PIPES J GRAB BAR VERTICAL GRAB BAR J POWDER SINGLE LEVER CONTROL IMIN. MIN. \ \ w AF7 < COATED VALVE LOCATION z J - s; \ \ � J Sze f � '� z 00 CL CD m Lu mr r4 r.4 co L co NOTE: F.F. _ MIRRORS NOT LOCATED ABOVE LAVS OR COUNTER TOPS SHALL BE INSTALLED WITH THE FOLD UP SEAT BOTTOM EDGE OF REFLECTING SURFACE 35" • MAX. ABOVE FINISH FLOOR OR GROUND. • I� THIS WIDTH SHOULD BE 3" ROLL-IN SHOWER TRANSFER TYPE SHOWER ACCESSIBLE TOILET LAVATORY URINAL DRINKING FOUNTAIN TELEPHONE /�irrrrrririrrirrriirrririri� �rririiiirrrrrirrriiiiriir 39"-41" , C/L FACE OF FINISH I z 54'" MIN, U j cj 115°]0 ¢ 4�" MIN. 2" 1-1/2" DIA. GRAB BAR M 13-1/2" MIN. I M' CONTROLS J \� 15 MIN.. 5II MAX, Lu ! \ 1 00 Lu _ X: CLEAR AREA _ Lu % \f t `� (NO OBSTRUCTIONS) J % 1/2"' MAX, � � j I � 1/2" MAX. � DISPENSER to � , � i. � o ¢ TRANSITION v TRANSITION MLu ON v e � CANE DETECTION AREA u� M - _ . \ \ \ I '�{ ' (NO OBSTRUCTIONS) .. F.F. F.F. ■ NOTE: 6" " ■ IF DISPENSERS ARE INSTALLED ABOVE SIDE WALL GRAB MAX BAR,THE OUTLET OF THE TOILET PAPER DISPENSER MUST BE 48 INCHES MAX. ABOVE THE FINISH FLOOR AND THE TOP OF THE GRIPPING SURFACE OF THE GRAB BAR MUST BE 33" MIN. 36" MAX. ABOVE FINISH FLOOR. ROLL-IN SHOWER TRANSFER TYPE SHOWER ACCESSIBLE TOILET LAVATORY URINAL DRINKING FOUNTAIN TELEPHONE FACE OF FINISH SEAT SHALL BE CAPABLE OF TOILET PAPER r 60" MIN. 36" MIN. 2"'-23" WITHSTANDING VERTICAL OR DISPENSER cc m Q 6" MAX. [1$"] N HORIZONTAL FORCE OF 250 LBS. 36" MIN, GRAB BAR MI ' FACE OF FINISH " MI FACE OF FINISH -I LOAD AT ANY POINT ON THE SEAT. P.I i i i ii �. � I o — 4 \ MVIS[ONS ,SEAT CONTROL WHERE WALL OCCURS WHERE WALL OCCURS r 1 WALL WALL " z - 4 — i z J' LL �, e i 16-OCT-2018 BUILDING PERMIT RESUBMITTAL ' `♦ 1 I 4n I i g m ¢ j j ISSUES Nr a x / " X I I CLEAR LEVEL � •z 2-1 2 MAX. a i .� �------J i i �� '------J i i \ �-!-----!-J -0 - SEAT, SEE DIMENSIONAL 15"-16"' m - I----- I. \ , , CLEAR LEVEL , , CLEAR LEVEL �------i CLEAR LEVEL \ L-----J FLOOR SURFACE ■ PKO[ECr NUMBER DRAWN BY CHECKED BY ■ INFORMATION IN 'TRANSFER TYPE [16"] 30'' MIN. ' FLOOR SURFACE 30" MIN. ,� i FLOOR SURFACE FLOOR SURFACE 30 MIN, 16761 BC RLC =I GRAB BAR �' CLEAR LEVEL 30" MIN, V) SHOWER 60" MIN. FLOOR SURFACE FORWARD I l 48" MIN. � ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE PARALLEL l' THE ORIGINAL AND UNPUBLISHED WORK Of THE ARCHITECT AND MAY NOT BE OUk'LICAiED,L15EO OR DISCLOSED WITHOUT THE PRIOR WRITTEN NOTE: PER ICC-A117.1-2009 SECTIONS 608 NOTE: PER ICC-A117.1-2009 SECTIONS 608 SHOWER COMPARTMENT SEAT NOTE: PER ICC-A117,1-2009 SECTIONS 604 NOTE: PER ICC-A117.1-2009 SECTIONS 606 NOTE: PER ICC-A117,1-2009 SECTIONS 605 NOTE: PER ICC-A117.1-2009 SECTIONS 602 NOTE: PER ICC-A117.1-2009 SECTIONS 704 CONSENT of THE ARCHITECT. as zola HILL ARCHl7€crs 91 ROLL-IN SHOWER TRANSFER TYPE SHOWER ACCESSIBLE TOILET LAVATORY URINAL DRINKING FOUNTAIN TELEPHONE U NOTE: PROVIDE BLOCKING FOR ALL GRAB BARS AS REQUIRED. ,ACCESSIBILITY DETAILS d PLUMBING FIXTURES AND TELEPHONE CLEAR 0 c 0-7E- SHOWER STALLS9 FLOOR SPACE AND EIGHTS oSCALE: 1/4" - V-0" A814 SCALE. 1/4" - V-0" Iv Go v A814 m a 10 • 9 • 8 0 7 0 6 0 5 0 4 • 3 • 2 • 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 U"Y:ss1F,� System No. F-C-0002 o U�ssfF,� System No. F-C-0002 o U�ssr,�,� System No, F-G-1009 a System No. F-C-1009 a NOTES: C us c> c us c.) c 118 U U 1, Penetration Details shown are typical details, Refer to the listed system detail for complete system requirements, 1 r+- ANSI/UL1479(ASTM E 14 ANSIlUL1479{ASTM E814} CANNLC 5115 CWSOIed ( S 8 ) CAN/ULC St15 LL c�sslreddy _ � � _ cias�nadey _ _ If field conditions do not match requirements of details, approved alternate details shall be utilized. Verify design -�_ underwriters LabaaYories,Iu I F Ratings-1 and 2 Hr See Item 1 F Ratings-1 and 2 Hr See Item 1 Lindenrr4em Labomlom Ing Underwriters Laboraloea%kc F Rating 1 and 2 Hr See Item 1 F Rating 1 and 2 Hr See Item 1 10 LL 1479 and CANIMC-5115 g ( ) g ( ) to UL1a79and cAwuLc-s115 lou'-1479 and '�Yis g- ( ) g- ( ) 2.Chase Wall-(Optional)-The through penetrant(Item 3)may be routed through a 1 or 2 hr fire-rated single,double or staggered wood requirements, field conditions and dimensions for compliance with details, including but not limited to the following: T Ratings-1 and 2 Hr(See Item 1) FT Ratings-1 and 2 Hr(See Item 1) T Rating-114 Hr FT Rating-114 Hr studigypsum board chase wall having a fire rating consistent with that of the floor-ceiling assembly.Depth of chase wall to be min 1 in.greater Fire Rating (F-Rating) FH Ratings-1 and 2 Hr(See Item 1) L Rating At Ambient-Less Than 1 CFMIsq ft FH Rating-1 and 2 Hr(See Item 1) than the diameter of the through penetrant.The chase wall shall be constructed of the materials and in the manner specified in the individual U300 Temperature Rating (T-Rating) H I L L 2.Chase Wall-(Optional]-The 1 or 2 hr fire-rated single,double or staggered wood stud/gypsum board chase wall shah be constructed of the Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: Leakage Rating (L-Ratlrg) FTH Ratings-1 and 2 Hr(See Item 1) L Rating At 400 F-4 CFMIsq ft FTH Rating-114 Hr A.Studs-Nom 2 by 4 in.(51 by 102 mm),2 by 6 in.(51 by 152 mm)or double nom 2 by 4 in.(51 by 102 mm)lumber studs.Nom 2 by 4 in. materials and in the manner specified in the mariner specified in the individual U300 Series Waft and Partition Designs in the UL Fire Resistance Water Rating (W-Rating) ARCHITECT 5 (51 by 102 mm)studs are allowed for through-penetrants(Item 3)not exceeding nam 2 in.(51 mm)diam. = Directory and shall include the following construction features: L Rating At Ambient-Less Than 1 CFM/sq ft Annular Space B.Sole Plate-Nom 2 by 4 in.(51 by 102 mm),2 by 6 in.(51 by 152 mm)or parallel 2 by 4 in.(51 by 102 mm)lumber plates,tightly A,Studs-Nom 2 by 4 in or 2 by 6 in.(51 by 10210 51 by 152 mm)lumber studs. L Rating At 400 F-4 CFM/sq ft butted.Diam of opening is to be max I in.(925 mm)larger than diam of pipe.As an alternate,the opening may be square-cut with a max Percent Fill J 7 5 d B L A N K F N 5 H I P IZ O A D 3 B_Sole Plate-Nom 2 double 4 o p 2 by 6 in.(51 by 102 or 51 by 2 4 i lumber 2 b places. dimension i in.(25 mm)greater than the diam of the pipe.Plates may be discontinuous over opening,terminating at two opposing edges of Movement M' C.Top Plate-The double top plate shall consist of two nom or 2 by 4 in.or 2 by 6 in.(51 by 102 or 51 by 152 mm)lumber plates.Max diam SUITE 400 I 2B opening.Max length of discontinuity to be 1 in.(25 mm)greater than diam of through penetrant. Type and thickness of fire-rated of opening is 1 in. 3 C.Top Plate-The double top plate shall consist of two nam 2 by 4 in.(51 by 102 mm),2 by 6 in,(51 by 152 mm)or two sets of 1A D.Gypsum Board'-Thickness,type,number of layers and fasteners shah be as specified in individual Wall and Partition Design. L construction. WEST LIN N . O it E G O N 9 7 O 6 3 parallel 2 by 4 in.(51 by 102 mm)lumber plates,tightly butted.Dian of opening is to be max 1 in.(25 mm)larger than diam of pipe.As an 3.Fitt,Void or Cavity Material+-Sealant-Min 314 in.(19 mm)thickness of fall material applied within the annulus on top surface of floor or sole 2S Minimum &maximum width of Joints, TE1 50� _ 305 . 80�� FAX 503 . 305 . 30�4 plate of chase wall.Min 5/8 in.(16 mm)thickness of fill material applied within the annulus,flush with the bottom surface of the ceiling or lower top 1 A r/ altemate,the opening may be square-cut with a max dimension 1 in.(25 mm)greater than the diam of the pipe,Plates may be discontinuouspiste. over opening,terminating at two opposing edges of opening.Max length of discontinuity to be 1 in,(25 mm)greater than diam of through 1 B penetrant 3. If alternate details matching the field conditions are not available, manufacturer's engineering judgment drawings - _ HILTI CONSTRUCTION CHEMICALS,DIV OF H,iLTI INC-FS ONE Sealant,FS-ONE MAX Intumescent Sealant or CP606 Sealant `�•`' � A � � � D.Steel Plate-When lumber plates are discontinuous,nom 1-112 in.(38 mm)wide No.20 gauge(or heavier)gale steel plates shall be are acceptable subject to approval by the Authority Having Jurisdiction (AHJ), Contact Hilti Inc, for alternative ,- installed to connect each discontinuous lumber plate and to provide a form for the fill material.Steel plates sized to lap 2 in.(51 mm)onto *Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), F . ��. systems or Engineering Judgment (800-879-8000). Drawings shah follow the International Firestop Council (IFC) ■ respectively. �\, 16 each discontinuous lumber plate and secured to lumber plates with steel screws or nails. Guidelines for Evaluating Firestop Systems Engineering Judgments. ■ �� - -_ E.Gypsum Board'-Thickness,type,number of layers and fasteners shall be as specified in individual Wall and Partition Design. 3.Through Penetrants-One metallic pipe,conduit or tubing to be installed within the firestop system.Pipe,conduit or tubing to be rigidly � , � .� > ) supported on hath sides of floor assembly The annular space within the firestop system shall be min 0 in.(point contact)to max 1 in.(25 mm). 4. References: ��i 4 � The following types and sizes of metallic pipes or conduits may be used: 2017 Underwriter's Laboratories /� � A.Steel Pipe-Nom 4 in.(102 mm)diam(or smaller)Schedule 10(or heavier)steel pipe. Fire Resistance Directory, - �_ B.Iron Pipe-Nom 4 in.(102 mm)diam(or smaller)cast or ductile iron pipe. y // 3 � ..I.' C.Conduit-Nom 4 in.(102 mm)diam(or smaller)steel electrical metallic tubing or steel conduit. Volumes 1 & 2, A NFPA 101 Life Safety Code D.Copper Tubing-Nom 102 mm 4 in.diam or smaller Type L or heavier) r tubing, Y / % / / / PPe 9 ( } ( ) YP ( a )coppe ub ng. It � 1 D /// E.Copper Pipe-Nom(102 mm)4 in,diam(or smaller)Regular(or heavier)copper pipe. NFPA 70 - National Electric Code . 4.Fill,Void or Cavity Materiae'-Sealant-Min 314 in.(19 mm)thickness of fill material applied within the annulus,flush with the top surface of the Building code. j 2C i'/ I E-T_::i_ - '�, 2D floor or the sole plate.Min 518 in.(16 mm)thickness of fill material applied within the annulus,flush with bottom surface of ceiling or lower tap L9 1D 2A C)1 � plate. 5. Firestop System installation to meet requirements of ASTM E-814 (UL 1479) tested assemblies that provide a fire (.D HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC-CP601S,CFS-S SIL GG,CP606,FS-One Sealant or FS-ONE MAX Intumescent Sealant(Note:L Ratings apply only when FS-ONE Sealant is used.) rating equal or greater to that of construction being penetrated. 7 jo 2D SECTION A-A *Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), 2C' respectively. 6. Label rated through-penetration assemblies prominently with a Hilti Firestop Label equipped with a QR code with 2A 3 the following information. SECTION A-A Warning+ - Do Not Disturb 1.Floor-Ceiling Assembly-The 1 or 2 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and in 1.Floor-Ceiling Assembly-The 1 or 2 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shag be constructed'of the materials and in Through Penetration Firestop the manner specified in the individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory.The general construction features of the manner specified in the individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory.The F Rating of the firestop system System the floor-ceiling assembly are summarized below: is equal to the rating of the floor-ceiling assembly.The general construction features of the floor-ceiling assembly are summarized below: UL System # * Product(s) used A.Floor System-Lumber of plywood subfloor with finish floor of lumber,plywood or Floor Topping Mixture*as specified in the individual A.Flooding System-Lumber or plywood subfloor with finish floor of lumber,plywood or Floor Topping Mixture'as specified in the individual Hourly Rating (F-Rating) ■ Floor-Ceiling Design.Max diam of floor opening is 1 in.(25 mm). Floor-Ceiling Design.Diam of opening to be max 1 in.(25 mm)larger than diam of pipe.As an alternate,the opening may be square-cut with Installation Date ■ B.Wood Joints*-Nom 10 in.(254 mm)deep(or deeper)lumber,steel or combination lumber and steel joists,trusses or Structural Wood a max dimension 1 in,(25 mm)greater than the diam of the pipe. Contractor's Name Members'with bridging as required and with ends firestopped. B.Wood Joists*-Nom 10 in.(254 mm)deep(or deeper)lumber,steel or combination lumber and steel joists,trusses or Structural Wood C.Fuming Channels-(Not Shown)-Resilient gats steel furring installed perpendicular to wood joists between board and wood joists as Members*with bridging as required and with ends firestopped. required in the individual Floor-Ceiling Design.Furring channels spaced max 24 in.(610 mm)OC. C.Furring Channels--(Not Shown)-(As required)Resilient galvanized steel furring installed in accordancewith the manner specified in the 7. For outlet boxes requiring protection, use only Wall Opening Protective Materials, category CLIV as Classified by D.Gypsum Board*-Nam 4 ft(122 cm)wide by 518 in.(16 mm)thick as specified in the individual Floor-Ceiling Design.Gypsum board individual L500 Series Designs in the Fire Resistance Directory. Underwriter's Laboratories, Fire Resistance Directory (Volume 1).. secured to wood joints or fuming channels as specified in the Individual Floor-Ceiling Design.Max diam of opening is 1 in.(25 mm). D.Gypsum Board*-Thickness,type,number of layers and fasteners shall be as specified in the individual Floor-Ceiling Design.Diam of The F,FH and T,FT,FTH Ratings of the firestop system are equal to the hourly fire rating of the floor-ceiling assembly in which it is installed. opening to be max 1 in.(25 mm)larger than diam of pipe. RE IIDENTLAL-WOOD CONsrRUt;rfoN a M I W I I W-1 Reproduced by HILTI,Inc.Courtesy of - Reproduced by HILTI,Inc.Courtesy of I rw; .1 I Reproduced by HILTI,Inc.Courtesy of i7r7 mi i Reproduced by HILTI,Inc.Courtesy of Fbw Subi�t»bx WaDd FkwiCeEng AriaNT Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. IEP PENETRATIONS AND JOKIS LM . Hilt. Firesto S stems January 15,2015 Hilti Firestop Systems January 15,2015 Hilti Firestop Systems January 15,2015 Hilti Firestop System January 15,2015 SFIEET THRU ' raw DES+CRIPTXW P Y I Page: 1 of 2 P Y I Page:2 of 2 P Y I Page: 1 of 2 P Y I Page: 2 of 2 F C-MIN WOW FLOORMUNG ASSEMBLY(2-HR) F-r,1009 METAL PIPE THROUGH WOOD FLOOWC EIUNG ASSEMBLY(2-HR) WOOD FLOORI IF--1059 METAL FIFE THROUGH WOOD FLOONCEJL1NG ASSEMBLY(2-HR) r AND FC-M PLASTIC PPE THROUGH WOOD FLOORICFJLING ASSEMBLY HR) CEILING ASSEMBLY "142 ,PLASTIC PPETHROUGH WOOD FLODRICFJLING ASSEMBLY(1-HR) -_ . _ F SS rF 4" M SS r cf o o F-D, WL PLASTk,rF-C-M CLOSE FlreGi nr vWGHGH WOOD YOM FLOORICHUNG AS�MY(1 R) OF (1 `Z System No. F-C-1059 cm System No. F-C-1059 r ci �a System No. F-C-2030 N System No. F-C-2030 N MlJLT1PLEPLASTiCPEXTt1BINGTHRO�IGHWOODFLOORIt JNG C US U U � F Ratings-1 and 2 Hr(See tem 1) U 2.Chase Wall-(Optional) The through penetrant Item 3 may be routed through a 1 or 2 hr fire-rated single,double or staggered wood U F-CLM10 ASSEMBLY(2-HR) ANSIIUL1479 ASTM E814 CAN/ULC S115 EL ( P ) 9 Pe ( ) Y 9 9 99 az CrsUbo ( ) lersLabo T Ratin s-0 314 1 1-112 and 2 Hr See Item 3 _ underwriters LabdralpriCS,tic -' underwriters Laboratories.dnc g ' ( � stud/gypsum wallboard chase wall having a fire rating consistent with that of the(loci-ceiling assembly.The chase wall shall be constructed of I F�� -+�1C PPE THROUGH VVL70D FLOORfCFJLING ASSEMBLY 1-HR) to UL 1479 and CAeA A-C s115 F Rating-1 and 2 Hr F Rating-1 and 2 Hr to LL 1479 the materials and in the manner specified in the individual U300 Series Wall and Partition Designs in the UL Fire Resistance Directory and I F-C-M12 CAB EJCABLE BUNDLE THROUGH WOOD FLOOlIUMI LING ABLY(2-HFI) ■ 1.1 Chase Wali-(Not Shown,Optional)-The through penetrants{Item 2)may be routed through a 1 or 2 hr fire-rated single,double or staggered ■ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII T Rating-1 and 2 Hr FT Rating-1 and 2 Hr wood studlgypsum wallboard chase wall having a fire rating consistent with that of the floor-ceiling include the following construction features: eiling assembly.The chase wall shall be constructed A831 WOW FLOOFY INSULATED(GLASS-FIBER OR AB/PVC FLEXIBLE FOAM INSULATION)METAL PIPE of the materials and in the manner specified in the individual U300 Series Wall and Partf ort Designs in the UL Fire Resistance Directory and shall 2A A.Studs-Nam 2 by 6 in.(51 by 152 mm)or double nom 2 by 4 in.(51 by 102 mm]lumber studs. CEILING ASSEMBLY �F-C� THROUGH WOOD FLOORICEIJNG ASSEMBLY(2448) L Rating At Ambient-Less Than 1 CFMIsq ft FH Rating-1 and 2 Hr 2D B.Sole Plate-Nom 2 by 6 in.(51 by 152 mm)(or larger)or parallel 2 by 4 in.(51 by 102 mm)lumber plates,lightly butted.Diam of INSULATED(GLASS-Fil METAL PIPE THROUGH WOOD FLOORfCEILING ASSEMBLY(1- includethe following construction Features L RatingAt 400 F-4 CFM/ ft FTH Rating 1 and 2 Hr A.Studs-Nom 2 b 8 in. 51 b 203 mm lumber or double nom 2 b 6 in. 51 152 mm lumber studs. opening shall be 1 in.(25 mm)larger than the nom diam of through-penetrant(Item 3) F-G6Q98 HR � 9- Y ( Y ) Y ( loll ) '\ � ) y ( Y ) pa Y ( Y ) P tightly g ��/� C.Top Plate-The double top plate shall consist of two nom 2 by 6 in.(51 by 152 mm)(or larger)or parallel 2 by 4 in. INSULATED AGIPYC FLE70BLE METAL PIPE THROUGH WOOD FLOORICEIJNG W RatingClass 1 See Item 4 L RatingAt Ambient-Less Than 1 CFM! ft B.Sole Plate-Nom 2 b 8 in. 51 b 203 mm lumber or voile)2 b 6 in. 51 b 152 mm lumber lairs,f hi butted.Max dam of opening 28 ( EDAM) ( ] shall be 7-518 in.(194 mm). 1A (51 by 102 mm)lumber plates,tightly butted.Diam of opening shall be 1 in.(25 mm)larger than the nom diam of through-penetrant(Item F-C-6W ASSEM13Y(2-Hf) L Rating At 400 F-4 CFMIsq ft C.Top Plate-The double top plate shall consist of two nom 2 by 8 in.(51 by 203 mm)lumber plates or two sets of nom 2 by 6 in. 3} GAJ-1226 METAL PIPE THROUGH CONCRETE OR MASONRY(2-HR) 51 b 152 mm lumber plates lightly butted.Max diam of opening is 7.5/8 in. 194 mm IN D.Gypsum Board*-Thickness,type,number of layers and fasteners shall be as specified in individual Wall and Partition Design. ' { Y ] P Pe � 9� ( ) IGAJ•f513 MULTIPLE METAL PIPES THROUGH CONCRETE OR MASONRY(2-HR) D.Gypsum Board*-Thickness, number or layers and fasteners shall be as specified in individual Wall and Partition Designs, 3.Through-Penetrants-One nom 1-112 in.(38 mm),2 in.(51 mm),3 in.(76 mm)or 4 in.(102 mm)diam nonmetallic pipe to be installed within YP bier. Y P� g IC-AJ-21109 PLASTIC PIPE THROUGH CONCRETE OR MASONRY(2-HR) 3 2.Through Penetrants-One metallic tubing, r or conduit to be installed concentrical) or eccentFicall within the firestop system.Annular space the firestop system.Diam of opening through flooring system and through sole and top plates of chase wall to be max 2-1/8 in.(54 mm),2-518 1 A 9 9 pipe Y Y P Y Pa --� 8832 FLOORS flR WALLS IGAJ-2167 PLASTIC PPE THROUGH CONCRETE OR MASONRY(2-HR) between pipe or conduit and edge of opening to be min 114 in. 6 mm and max 314 in. 19 mm .Pipe,tubingor conduit to be rigidly supported on �� 1 B in.(67 mm),4 in.(102 mm)or 5 in.(127 mm)far nom 1-112 in.(38 mm),2 in.(51 mm),3 in.(76 mm)or 4 in.(102 mm)diam nonmetallic pipe IC -3095 GABLE BUNDLE THROUGH CONCRETE OR MASONRY(2-HR) (_w p p 9 9 ( ) ( ) 9 ly Ppo _`- sizes,respectively.Pi to be rigidly supported on both sides of the floor-ceiling assembly,The T Rating Is dependent on the size of the both sides of floor-ceiling assembly.The following t pipes, g y ��_ p ty� � � ty ppo g �' g � „� A g y. g yper and sizes of (or h cc i s,Lubin or conduit may be used: I GAJ-3283 GABLE BUNGLE THROUGH CONCRETE OR MASONRY(2-HR) Lij Pipe- ( ] ( smaller)Schedule 40(or heavier]steel pipe. -�--i through-penetrant.For 2 hr rated assemblies,the T Rating is 2 hr for 1-1/2 in.(38 mm)diam(and smaller)pipes and 1-112 hr for pipes greater COQ A.Steel Pipe Nam 6 in. 12 r m) diam or small H FETE OR MASONRY MR �{ a '� than 1-112 in.{38 mm)diam.For 1 hr rater.assemblies,the T rating is 1 hr for 1-112 in.(38 mm)diam(amt smaller)pipes,314 hr for 2 in.(51 GAJ�09@ METAL PIPE WITH ABlPVC INSULATION THROUGH ( ) ::� B. Iron Pipe-Nom 6 in.(152 mm)dram(or smaller)cast or ductile pipe. METAL PIPE WITH GLASS FIBER OR CALCIUM SILICATE INSULATION THROUGH - C.Conduit-Nom 4 in.(102 mm)diam(or smaller)steel electrical metallic tubing or nom 6 in,diam(or smaller)steel conduit. 3 mm)diam pipes and 0 hr for pipes greater than 2 in.{51 mm)diam.The following types of nonmetallic pipes may be used: r Z, 4A A.Polyvinyl Chloride(PVC)Pipe-Schedule 40 solid-core or cellular core PVC pipe for use inclosed(process or supply)or GAJ 091 CONCRETE OR MASONRY 2-H 1' 4 G D.Steel Flexible Metal Conduit+-Nom 2 in.(51 mm)diam{or smaller}steel flexible metal conduit. ( )piping y I GAJ-90�L2 ELECTRIGi4L BUSWAY THF�U CX1Nt TETE DR MASONRY -HR) See Flexible Metal Conduit(DXUZ)category in the Electrical Construction Materials Directory for names of manufacturers. ' vented drain,waste or ventsystem. � U B.Chlorinated Polyvinyl Chloride(CPVC)Pipe-SDR17 CPVC pipe for use in closed(process or supply)or vented(drain,waste or I GAJ-7051 METAL DUCT(WrrHOUTH DAMPER)THROUGH CONCRETE OR MASONRY(2+iR) 3.Fill,Void or Cavity Material'-Sealant-Min 518 in.(16 mm)or 1-1i4 in.(32 mm)thickness of sealant applied within annular space,flush with the � A83,g FLOORS OR WALLS.c � Q vent piping systems. >- � �; bottom surface of gypsum wallboard or lower top plate for 1 and 2 hr floors respectively.Min.3/4 in.(19 mm]thickness of sealant applied within � )P P g Y I GAJ-70$+4 ROUND SHEET METAL DUf,,"f THROUGH CONCRETE OR MASONRY(2-HR) C.Acrylonitrile Buladiene Styrene(ABS)pipe-Schedule 40 solid-core or cellular core ABS pipe for use in closed(process or supply)or annular space,flush with top surface of floor or sole plate. I GAJ-7145 SHEET METAL DUCT WITH GLASS FIBER NSULATI( I THFiOIlGH CONCRETE OR �i Ci w HILTI INC-FS-ONE Sealant or FS-ONE MAX Intumescent Sealant � vented(drain,waste or vent)piping systems. IC-AAM MULTIPLEPENETRATIONS THROUGH CONCRETEOR MASONRY 2-HR) � Q c, +Bearing the UL Listing Mark. - D.Flame Retardant Poiypropylene(FRPP)Pipe-Schedule 40 FRPP pipe for use in closed(process or supply)or vented(drain,waste or GAJ-8143 MULTIPLE PENETRATION THROl1GH CONCRETE OR MASONRY(2418) C) C - vent)piping system. C_ 2 = Indicates such products shall bear the UL or CUL Certification Manic for jurisdictions employing the UL or CUL Certification(such as Canada), W-L-1054 METAL PIPE THROUGH GYPSUM WALL ASSEMBLY(1»HR) - ■ respectively. A,Fill,Vo d or Cavity Material'-Sealant p Min 314 in.(19 mm)thickness of fill material to be instal pa I GH GYPSUM WALL ASSEMBLY(2-HR) ■ � 4.Firestop System The details of the firestop system shall be as follows: IW-L-131 MULTiPLEMETALPIPESTHFIOU . , 1. A led within the annular space between 1 C YVL-2078 PLASTIC PPE THROUGH GYPSUM WALL ASSEMBLY(2-HR) . � w the pipe and the flooring(Item 1A)or sole plate.Mm 5/8 m.(16 mm)thickness applied within the annular space,flush with the bottom IWL-2128 PLASTIC PFE THROUGH GYPSUM WALL ASSEMBLY I�'2-HR) � > > I�A surface of ceiling or lower top plate. IWL-3334 CABLE BUNDLE THROUGH GYPSUM WALL ASSEMBLY(MR) < 2C � HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC-FS-ONE Sealantor FS-ONE MAX Intumescent Sealant. A834 GYPSUM WALL C C 1 C IW-L-3414 CABLE THROUGH GYPSUM WALL ASSEMBLY(2-HR) Z B.Firestop Device'-Firestop Collar-Firestop collar shat.be installed in accordance with the accompanying installation Z 3/ / 1 B instructions.Collar to be installed and latched around the pipe and secured to underside of ceiling or chase wall top plate(Item 2C)using PLASTIC PPE WITH ABrPVC INSULATION THROUGH GYPSUM WALL r- 40 the anchor hooks provided with the collar.(Minimum 2 anchor hooks for 1-112(38 mm)and 2 in.(51 mm)diam pipes and 3 anchor hooks W-L5028 ASSEMBLY(2-HR} � �i for 3 in.(76 mm)diam pipes).The anchor hooks are to be secured to the ceiling with min 3116 in.(5 mm)diam steel toggler bolts or to the METAL PIPE WITH GLASS FIBER OR CALCIUM SILICATE INSULATION THROUGH GYPSUM n0 SECTION A-A chase wall top plate with min No.12 by min 1 in.(25 mm)long steel wood screws in conjunction with steel washers. W-L-M WALL ASSEMBLY(2-HFQ > ,It HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC-CP 643 5011.5"N,CP643(i CP 643 9013'N or CP643110/4'N Firestop �WIL-7042 METAL DUCT(WITHOUT DAMPER)THROUGH GYPSUM WALL ASSEMBLY(MR) _< L_ :System tested with a pressure differential of 2.5 Pa between the exposed and the unexposed surfaces with the higher pressure on the exposed Collar I*L-7166 METAL DUCT THROUGH GYPSU WALL ASSEMBLY a 1.Floor-Ceiling Assembly-The 1 or 2 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and in side, 'Indicates such products shall bear the UL or cLIL Certification Mark for jurisdictions employingthe UL or cUL Certification such as Canada), A836 GYPSUM WALL METAL DUCT WITH GLASS FIBER INSULATION THROUGH GYPSUM WALL 0 the manner specified in the individual L5D0 Series Floor-Ceiling Designs in the UL Fire Resistance Directory,The F,FH Rating of the firestop '1.Floor-Ceiling Assembly-The 1 or 2 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and in 1 ( ) CONCRETE OR BLOCK WALL W-L-7158 ASSEMBLY(2-HFO system is equal to the rating of the floor-ceiling and wall assemblies.The T,FT and FTH Rating of the firestop system is 0 hr for 1 hr rated floor the manners specified in the individual L500 Series Floor-Ceiling Des' ns in the UL Fire Resistance Directory.The F Rating of the firestop system respectively. IW-L-8079 MULTIPLE PENETRATIONS THROUGH GYPSUM WALL ASSEMBLY(2-HR) Ys q 9 9 9 P Y Pe 9 r9 ry� 9 P Y ceiling assembly and 1/2 hr for 2 hr rated floor ceiling assembly.The general construction features of the floor-ceiling assembly are summarized ' is equal to the rating of the floor-ceiling and wall assemblies.The general construction features of the floor-ceiling assembly are summarizedW 16 CABLE BUNDLE(411(2-HR IK*S.=below: below: TOP OF WALL JOINT(1-HF A.Flooring System-Lumber or plywood subfloor with finish floor of lumber,plywood or Floor Topping Mixture'as specified in the individual A.Flooring System-Lumber or plywood subfloor with finish floor of lumber,plywood or Floor Topping Mixture"as specified in the individual WALL J0114TS I HW410M TOP OF WALL JOINT:CON WALL OR BLOCK WALL ASSEMBLY 3-H ('� Floor-Ceiling Design.Max diam of opening shall be 7-518 in.(194 mm). Floor-Ceiling Design.Diam of opening shall be 1 in.(25 mm)larger than the nom diam of through-penetrant(Item 3). CONCRETE GYPSUMR I HW-0.04i1�3 TOP OF WALL JOINT!CONCRETE WALL OR BLOCK WALL ASSEMBLY�3-HF B.Wood Joists'-Nom 10 in(254 mm)deep(or deeper)lumber,steel or combination lumber and steel joists,trusses or Structural Wood B.Joists-Nom 10 in.(254 mm)deep(or deeper)lumber,steel or combination lumber and steel joists,trusses or Structural Wood A= IHW-04M TOP OF WALL JOINT-GYPSUM CHASE WALL ASSEMBLY(2-HR) Members'with bridging as required and with ends firestopped. Members*with bridging as required and with end firestopped. *ANT GYPSUM CHASE F-A-2213 PLASTIC PPE THROUGH CONCRETE FLOOR(244R) C.Gypsum Board*-Thickness,type,number of layers and fasteners shall be as specified in the individual Floor-Ceiling Design.Max diam of C.Gypsum Board'-Thickness,type,number of layers and fasteners shall be as specified in the individual Floor-Ceiling Design.Diam of FLOORS METAL PIPE WITH AWPifC OR GLASS FIBER INSULATION THROUGH CONCRETE FLOOR opening shall be 7-5/8 in.(194 mi opening shall be 1 in.(25 mm)larger than the nom diam of through-penetrant(Item 3). F-Ar50346 D.Furring Channels-(Not Shown)(As required)Resilient galvanized steel furring installed in accordance with the manner specified in the D.Furring Channels-(Not Shown)(As required)-Resilient galvanized steel furring installed in accordance with the manner specified in the BOTTOM ■' individual L500 Series Designs in the Fire Resistance Directory. individual L500 Series Designs in the Fire Resistance Directory BW-S-0D02 BOTTOM OF WALL JOINT 2+1R) - BW-S BOTTOM OF WALL JOINT _LJ HR) ■ JOINT GYPSUM WALL KV-D-WBS TOP OFWALLJOINT(2-H Imo- THIS WIDTH SHOULD BE 3" - -d Reproduced by HILTI,Inc.Courtesy of Reproduced by HILTI,Inc.Courtesy of Reproduced by HILTI,Inc.Courtesy of Reproduced by HiLT].Inc.Courtesy of A837 HAV D-01209 TOP OF WALL JOINT 2-HF 17m; JOINT SHAFT WALL �; Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,incl i5Lid! Underwriters Laboratories,Inc. ENV-f}-0757 TOp01='WALL.IOINT c^-H Hilt. Firestop Systems January 15,2015 g Hilti Firestop Systems January15,2015 I g Hilti Firestop Systems January 20,2015 I g Hilti Firestop Systems January 20,2015 I g HW-f)-0312 P OF WALLJOiNT(MR)P - --... _ Page: 1 of 2 P Y Page: 2 of 2 P Y Page: 1 of 2 P Y I Page:2 of 2 TOP OF WALL JOINT(2-HFI) A838 MEMBRANE PENETRATION CLJVOR CLM 76 MEMBRANE PENETRATION IN GYPSUM WALL ASSEMBLY(2-HR) �` S�rF', System ND. F-C-2142 System No. F-C-2142 UC%J cm SS IF,� System Na. F-C-2203 N USS rF'� System No. F-C-2204 UL FIRE RESISTANCE DIRECTORY NOMENCLATURE N N C4 N Through Penetrations F Rating-1 Hr 0 F Rating--1 Hr L) � F Rating- 1 Hr U First �represents Classrt,e7 u, T Ratin 0 Hr clashed try T Ratin 1 Hr ciassdrad by T Ratin 112 Hr Second letters)provide mora Four digit number describes the Underwraers Laboalones Inc g '- Underwrilas Laboratones.Inc. - Unde"ers Laboratories,Inc g what Is being Example:CJ�r11150 to LL 1415 to UL 1479 to UL 1479 penetrated Information about the floor or wall: pendrating Item{s) 2A __ F=FLOOR A= CONCRETE FLOORS WITH A 0000-0999 BLANK OPENINGS C- FLOOR OR WALL /(_A� 1 4 2 W=WALLS MINIMUM THICKNESS LESS THAN PENETRATION 3.Through-Penetrants-One nonmetallic pipe to be installed either eccentrically or concentrically within the firestop system.The annular space 2 C-FLOORS OR OR EQUAL TO 5 IN between the through penetrant and the periphery of the opening shall be a min 0 in.(point contact)to a max of 518 in.(16 mm).Pipe to be rigidly '1y 1 2 WALL$(COMBINE) supported on both sides of the floor-ceiling assembly,The following es and sizes of nonmetallic pipes may be used. _ _ _ �- P9 ly 9 tyP P Pe Y _A.Polyvinyl Chloride(PVC)Pipe-Nom 2 in.(51 mm)diam(or smaller)Schedule 40 cellular or solid core PVC pipe for use in closed(process ---- - - .,-- I . - - O O O 1 3 B MINIMUM THICIWE S GREATER 2000 2989 OR TUBING CONDUIT A FLOORS EOR ■ ■ 1 113 or supply)or vented(drain,waste,or vent)piping systems. -\ _\ A \%� B.Acrylonitrile Butadine Styrene(ABS)Pipe-Nom 2 in.(51 mm)diam(or smaller)Schedule 40 cellular or solid core ABS pipe for use in �`�� - ` \�- _�.___ � THAN 5 IN NON METALLIC PIPE LESS Fa` closed(process or supply)or vented(drain,waste or vent)piping systems. CONDUIT OR TUBING C.Chlorinated Polyvinyl Chloride(CPVC)Pipe-Nom 2 in.(51 mm)diam(or smaller)SDR17 CPVC pipe for use in closed(process or �. O O __ C■ FRAMED FLOORS 3000-3969 CABLES J- CONCRETE OR 4 �, �\ \ \ supply)or vented(drain,waste or vent)piping systems. - S O ,% O '-�`-�`~ _, \� 40(10-4968 CABLE TRAYS MASONRY WALLS \� 4.Fill,Void or Cavity Material'-Sealant-Min 3/4 in.(19 mm)thickness of fill material applied within the annulus,flush with top surface of floor or I \__ - \ $•OR LESS ) �I (a ,, sole plate.Min 5/8 in.(16 mm)thickness of fill material applied within the annulus,flush with and flush with bottom surface of ceiling or of lower A J A ....i ) top plate. y E= FOR-CEILING ASSEMBLIES 5000-5999 INSULATED PIPES 1150= METAL PIPE, HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC-FS-ONE Sealant or FS-0NE MAX Intumescent Sealant O O O to /' / -� CONSISTING OF CONCRETE WITH 8000-6969 MISCELLANEOUS CONDUIT OR W'.'�Z 'Indicates such products shall bear the UL or CUL Certification Mark for jurisdictiens employing the UL or CUL Certification(such as Canada), - _ ,// respectively. MEMBRANE PROTECTION ELECTRICAL(BUSWAY) TUBING co A 6 3 - ... . . ��'�- J= CONCRETE OR MASONRY WALLS 7WO-7969 MISCELLANEOUS `� WiTH A MINIMUM THICKNESS 8000 8999 MECHANICAL MI1(ED \\@ SECTION A-A LESS THAN OR EQUAL TO 8 IN 9000-9989 PENETRATING ITEMS L 2C -'C RESERVED FOR �; - 4 L= FRAMED WALLS FUTURE USE r.Evtsiolvs i m 2D SECTION A»A 2A 1.Floor-Ceiling Assembly-The 1 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and in the manner specified in the individual L500 Series Floor-Ceiling Designs in theUL Fire Resistance Directory.The general construction features of the 16-OCT-2018 BUILDING PERMIT RESUBMITTAL ro 1.Floor-Ceiling Assembly-The fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and in the floor-ceiling assembly are summarized below: Joint Svatems Issvi U manner specified in individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory.The general construction details of the 1.Floor-Ceiling Assembly-The 1 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and in the A.Flooring System-Lumber or plywood subfloor with finish floor of lumber,plywood or Floor Topping Mixture'as specified in the individual floor-ceiling assembly are summarized below: manner specified in the individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory.The general construction features of the Floor-Ceiling Design.Rectangular cutout in flooring to accommodate the bathtub drain piping(Item 2)to be max'8 in.by 12 in.(203 by 305 Flrst letters Identify Second Willer(s)provide more Four digit number describes -0 Example:HW O07 67 o ■ A.Flooring System-Lumber or plywood subfloor with finish floor of lumber,plywood or Floor Topping Mixture*as specified in the individual floor-ceiling assembly are summarized below: mm).Cutout to be patched on underside of subfloor using one layer of min 3/4 in.(19 mm)thick plywood or min 5/8 in.(16 mm)thick gypsum the type of)pint: Infonnatlon about the floor or wall: the penetrating Iteen(s) ■ PROJECT NUMBER DRAWN BY CHECKED BY L_I Floor-Ceiling Design.Diam of opening shall be 1 in.(25 mm)larger than the nom diam of through-penetrant(Item 3). A.Flooring System-Lumber or plywood subfloor with finish floor of lumber,plywood or Floor Topping Mixture*as specified in the individual board(Item 1C)sized to lap min 2 in.(51 mm)beyond each edge of rectangular cutout.Patch split into two pieces at opening and hole-sawed 16761 KT RLC = B.Wood Joists-Nom 2 by 10 in.(51 by 254 mm)lumber joists spaced 16 in.(406 mm)OC with nom 1 by 3 in.(25 by 76 mm)lumber bridging Floor-Ceiling Design.Max diam of opening shall be 5 in.(127 mm). for bathtub drain piping.Diam of opening hole sawed through patch to accommodate drain piping(Item 2)to be 1 in.(25 mm)larger than CJ=CONTINUITY S= NO MOVEMENT(STATIC) 0000-0999 LESS THAN OR Fl = HEAD TO WALL U and with ends firestopped.As an afiemate to lumber joists,nom 10 in. 254 mm dee or deeper)lumber,steel or combination lumber and B.Wood Joist'-Nom 10 in. 254 mm dee or deeper)lumber,steel or combination lumber and steel joists,trusses or Structural Wood outside diam of drain piping and positioned such that the annular space between drain piping and periphery of opening is min 0 in. int 1 ( ) P{ Pe) ( ) P{ Pe] 1 p P 9 po Pa P P 9 Pe Ph ry Pe 9 (point HEAD OF WALL EQUAL TO 2' „_,I steel joists,trusses or Structural Wood Members'with bridging as required with ends firestopped. Members'with bridging as required and with ends firestopped. contact)to max 1 in.(25 mm).Two pieces positioned around drain piping„with cut edges tightly butted,and screw-attached to underside of FF=FLOOR TO 0 C.Furring Channels-(Not shown)-Resilient gale steel furring installed perpendicular to wood joists(Item 1B)between r C.Gypsum Board*-Nom 518 in.(16 mm)thick,4 ft(1.2 m)wide as specified in the individual Floor-Ceiling Design. subfloor with 1-114 in.(32 mm)long steel screws spaced max 6 in.(152 mm)OC. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE 0 wallboard(Item 1 D)and wood joists as required in the individual Floor-Ceiling Design. 2.Closet Flange-Acrylonitrile butadiene styrene(ABS)or polyvinyl chloride(PVC)closet stub sized to accommodate drain pipe,Closet flange B.Wood Joists'-Nom 10 in.(154 mm)deep{or deeper)lumber,steel or combination lumber and steel joists,trusses or Structural Wood ��R ry��c THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY D.Gypsum Board*-Nom 4 ft(1.2 m)wide by 518 in.(16 mm)thick as specified in the individual Floor-Ceiling Design.Diam of opening shall installed over drain piping within floor opening with flange secured to plywood floor with steel screws.Diam of circular opening through flooring Members*with bridging as required and with ends firestopped. WW-WALE.TO WALL D= ALLOWS MOVEMENT(DYNAMIC) 1000-1999 GREATER THAN 2 AID D= ALLOTS NOT HE DUPLICATED.USED OR DiSCLOSEL�WITHOUT THE PRIOR WRITTEN :L= be 1 in.(25 mm)larger than the nom diam of through-penetrant(Item 3). (Item 1A)to be max 112 in.(13 mm)larger than outside diam of closet flange. C.Gypsum Board*-Nom 518 in.(16 mm)thick,4 ft(1loor- 22 cm)wide as specified in the individual FCeiling Design. FW=FLOOR TO W� LESS THAN OR EQUAL MOVEMENT CONSENT OF THE ARCHITECT. ®2018 HILL ARCHITECTS at 2.Chase Wall-(Optional)-The through penetrant(Item 3)may be routed through a 1 hr fire-rated single,double or staggered wood studigypsum 3.Drain Piping-Nom 4 in.(102 mm)diam(or smaller)Schedule 40 acrylonitrile butadiene styrene(ABS)or polyvinyl chloride(PVC)drain pipe 2.Drain Piping-Nom 1-112 in.(38 mm,or smaller)diam Schedule 40 acrylonitrile butadiene styrene(ABS)or polyvinyl chloride(PVC)pipe and l-iyyt=HEAD TO WALL TD 68 (DYNAMIC) � wallboard chase wall constructed of the materials and in the manner specified in the individual U300 Series Wall and Partition Designs in the UL and 90 degree elbow for use in vented(drain,waste or vent)piping systems.Pipe instalied concentrically within firestop system. drain fittings cemented together and provided with ABS or PVC bathtub wasteloverfiow,fittings.Annular space shall be min 0 in.(point contact)to V Directory 9 BW=BOTTOM OF 2000-2989 GREATER THAN B AND 0757 =LESS THAN OR Fire Resistance Directo and shall include the following construction features: 4.Fill,Void or Cavity Materials'-Sealant-Min 314 in.(19 mm)thickness of fill material applied within the annulus,flush with the borism surface of max 1 in. ■ a A.Studs-Nom 2 by 4 in.(51 by 102 mm)lumber studs. floor. 3.Fill Void or Cavity Materials'-Min 518 in.(16 mm)depth or fill material applied within the annulus,flush with both surfaces of plywood or WALL LESS THAN OR EQUAL EQUAL TO 2' Q 57 B.Sole Plate-Nom 2 by 4 in.(51 by 102 mm)lumber plates.Diam of opening shall be 1 in.(25 mm)larger than the nom diam of HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC-FS-ONE Sealant or FS-ONE MAX Intumescent Sealant gypsum board patch. F I� RATED PENETRATION Q through-penetrant(Item 3). 5.Water Closet-(Not Shown)-Floor mounted vitreous china water closet. HILTI CONSTRUCTION CHEMICALS,DlV OF HILTI INC-FS-ONE Sealant or FS-ONE-MAX Intumescent Sealant TO 12` o C.Top Plate-The double top plate shall consist of two nom 2 by 4 in.(51 by 102 mm)lumber plates.Diam of opening shall be 1 in. © (25 mm)larger than the nam diam of through-penetrant(Item 3). *Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), 'Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), 30()0-3969 GREATER THAN i 2'AND DETAILS o D.Gypsum Board'-Thickness,type,number of layers and fasteners shall be as specified in individual Wall and Partition Design. respectively. respectively. LESS THAN OR EQUAL o _ ._. - _.--. .... ... .. ..-. . ........ .. TO 24` i coReproduced by HILTI,Inc.Courtesy of Reproduced by HILTI,Inc,Courtesy of Reproduced by HILTI,incl Courtesy of Reproduced by HiInc.Courtesy of o Underwriters Laboratories,Inc. I I= Underwriters Laboratories,Inc, Underwriters Laboratories,Inc. Nd Underwriters Laboratories,Inc. 4000-49$9 GREATER THAN 24` IN Hilti Firestop Systems January 15,2015 I Page: 1 of 2 Hilti Firestop Systems January 15,2415 I Parse 2 of 2 Hilti Firestop Systems January 5,2017 Hilti Firestop Systems January 21,2015 � _ ._... . . - .. .. -. ...._.._... -... . v __ __ - 8530 m --- 1IIIIIIIi � C21 10 0 9 0 8 0 7 0 6 ■ 5 ■ 4 0 3 Is 2 ■ I 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 SSIP o c $SIP . ., ... - NOTES: ci �, System No. F-C-2310 M System No. F-C-2310 M Q System No. F-C-2389 co System No. F-C-2389 � H F Ratings—1 and 2 Hr(See Item 1) c c � F Rating—1 Hr v 2.Chase Wall-The thrown penetrant Item No.3 snail be routed through a single,double orsta erect woad studs/gypsum board chase 1, Penetration Details shown are typical details, Refer to the listed system detail for complete system requirements, Classified by T Ratings—1 and 1-112 Hr(See Item 1) `L LL L` 9 { ) 9 99 9YP LL If field conditions do not match requirements of details, approved alternate details shall be utilized. Verify design Classified by T Ratings—0,314 and 1 Hr(See Item 3) watt and shall include the following construction features: Undervrttilers Laboratories,Inc. Vridenvriters Laboratories,Inc. Y ( Y ) Y ( Y } � g toI1479 3.Through-Penetrants-Nom 1 in.(25 mm)diam(or smaller)SDR 9(or heavier)cross-linked polyethylene(PEX)tubing for use in closed(process to ILL 1479 A.Studs-Nom 2 b 4 in. 51 b 102 mm or nom 2 b 6 in. 51 b 152 mm lumber studs. requirements, fiend conditions and dimensions for compliance with details including .but not limited to the following: supply)piping 9 y y P 9 periphery B.Sole Plate-Nom 2 by 4 in.(51 by 102 mm)or 2 by 6 in.(51.by 152 mm)lumber plates.Max diam of opening is 4 in.(102 mm)when Fire Rating (F-Rating) or su i in systems.A max of three tubes may be installed in the opening.The annular space between the tubing and theof the 9 ( 9) u i L i opening shall be a min of 3116 in.(5 mm)to a max of 1 in.(25 mm).The space between the tubes shall be a min of 0 in.(point contact)to a max 4 3 2A nom 3 in.(76 mm)diam penetrants are used.Max diam of opening is 3 in.(76 mm)when nom 2 in.(51 mm)or smaller diam penetrants Temperature Rating (T-Rating) 1 1 1 L t 3 I 4 of 114 in.(6 mm).Tubing to be rigidly supported on both sides of the flan-ceiling assembly. are used. Leakage Rating (L-Rating) A 4.Fill,Void or Cavity Material'-Sealant-Min 314 in.(19 mm)thickness of fill material applied within the annulus,flush with top surface of floor or C.Top Plate-The double top plate shall consist of two nam 2 by 4 in.(51 by 102 mm)or 2 by 6 in.(51 by 152 mm)lumber plates.Max A EZ C H ] T f C T 5 M 1A sole plate and a min 314 in.(19 mm)thickness of fill material applied within the annulus,flush with lite bottom surface of the lower top plate.Min diam of opening Is 4 in.(102 mm)when nom 3 in.(76 mm)diam penetrants are used.Max diam of opening is 3 in.(76 mm)when nom 2 Water Rating (W-Rating) 1A in.diam penetrants are used. Annular Space 2B 518 in.{16 mm}thickness of fill material applied within the annulus,flush with the bottom surface of the ceiling or lower top plate. 4 C.Gypsum,Board-Min 112 in. t3 mm rated or non-rated um board.HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC-FS-ONE Sealant or FS-ONE-MAX Intumescent Sealant 2B yP ( } gyps Percent Fill 1 7 5 0 B L A N K E N S H I P R 0 A d 1B 'Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), E.Steel Straps-(Not shown)-Steel straps to be used when top and sole plates are discontinuous and shall meet the structural Movement respectively. 1 requirements of the wall.Min 1-112 in.(38 mm)wide by 20 gauge(or heavier)galvanized steel straps used to bridge opening on both S U I T E 4 0 0 Vsides of wail at sale plate when sole plate is discontinuous at opening in plywood floor.Steel straps to be cut to overlap a min of 2 in.(51 Type and thickness of fire rated mm)onto sole plate on each side of opening and secured to sole plate with a min of two nails or screws on each side of opening on both construction, WEST L 1 N N . OREGON 9 7068 \ sides of wall.Min 3 in. 76 mm wide b 20 gauge or heavier galvanized steel straps used to bridge opening on both sides of wall at Minimum &maximum width of Joints, TEL 503 . 305 . 5031 FAX 503 . '305 . °0'34 ( ) Y 9 9 ( )9 P 9 Pe 9 c, % I I �_- — double top plate when top plate is discontinuous at opening.Steel straps to be cut to overlap a min of 2 in.(51 mm)onto top plate on each �(Dside of opening and secured to top plates with a min of two nails or screws on each sloe of opening on both sides of wall. 3. If alternate details matching the field conditions are not available, manufacturer's engineering judgment drawings ` `�-- 3.Through Penetrants-One nonmetallic pipe to be installed either eccentrically or concentrically within the firestop system.The annular space 1 �. are acceptable subject to approval by the Authority Having Jurisdiction (AHJ). Contact Hilti Inc. for alternative A A - between the through penetrant and the periphery of the opening shall be a min 0 in.(point contact)to a max of 518 in.(16 mm)Pipe to be Systems Or Engineering Judgment 800-879-$000), Drawings Shall follow the International Firestop C rigidly supported on both sides of the floor-ceiling assembly.The following t Council IFC g y pp g y g ypes and sizes of nonmetallic pipes may used. 9 9 9 ( 9 p (IFC) ■ '0, A.Polyvinyl Chloride(PWC)Pipe-Nom 3 in.(76 mm)diam(or smaller)Schedule 40 solid or cellular core PVC for use in closed(process Guidelines for Evaluat#ng Firestop Systems 'Engineering Judgments. ■ : i 1I) or supply)or vented(drain,waste or vent)piping systems. 1 p 2C „�� B.Chlorinated Polyvinyl Chloride(CPVC)Pipe-Nom 3 in.(76 mm)diam(or smaller)SDR13.5 CPVC for use in closed(process or 4, References: 2C supply)piping systems. 2017 Underwriter's Laboratories 2D (Q} C.Acrylonitrile Butadiene Styrene(ABS)Pipe-Nom 3 in.(76 mm)diam(or smaller)Schedule 40 solid-core or cellular-core ABS pipe for 2D `' use in closed(process or supply)or vented(drain,waste or vent)piping system. Fire Resistance Directory, W4 4 D.Electrical Nonmetallic Tubing(ENT+)-Nom 2 in.(51 marl)diam(or smaller)corrugated-wall electrical nonmetallic Volumes 1 & 2. 2A tubing(ENT)constructed of polyvinyl chloride(PVC)and installed in accordance with the National Electrical Code(NFPA No.70). NFPA 101 Life Safety Code See Electrical Nonmetallic Tubing(FKHU)category in the Electrical Construction Materials Directory for names of manufacturers. NFPA 70 - National Electric Code 1.Floor-Ceiling Assembly-The 1 or 2 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be conWhen FS-ONE MAX Sealant is used,the T Rating is 0 hr.When FS-ONE Sealant is used,the T Ratings are 314 hour for PVC and CPVC structed of the materials and to Building Code, the manner specified in the individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory.The F Rating of the firestop system pipe and 1 hour for ABS pipe and ENT. 4.Fill,Void or Cavity Material'-Sealant-Min 314 in.(19 mm)thickness of fill material applied within the annulus,flush with top surface of floor is equal ie the rating of the f2 h ceiling and wall assemblies.The T lies.T of the firestop system if 1 hr for 1 the rated fl floor-ceiling ass and wail or sole late.Min 314 in. 19 mm thickness of fill material applied within the annulus,flush with bottom surface of lower to late.At int 5. FirestopSystem installation t0 meet requirements of ASTM E-814 UL 1479 tested assemblies that provide a fire � assemblies and 1-112 hr for 2 hr rated floor-ceiling and Wali assemblies.The general construction features of the floor-ceiling assembly are p ( ) PP p p � y q ( ) summarized below: Contact location,a min 112 in.(13 mm)diam bead of fill materkal shall be applied at bottom surface of lower top plate.In addition,at top of rating equal or greater to that of construction being penetrated, A.Farling Material-Lumber or plywood subfloor with finish floor or lumber,plywood or Floor Topping Mixture'as specified in the individual floor,a min 112 in.(13 mm)diam bead of fill material shall be applied at the point contact location at top of sole plate or subfloor. 9 x3 opening ( ) HILT]CONSTRUCTION CHEMICALS,DIV OF HILTI INC-FS-ONE Sealant or FS-ONE-MAX Intumescent Sealant prominently p Q Floor-Ceiling Design.Max diam of flooro enin is 3 in. 7s mm. 6, Label rated through-penetration assemblies rominentl with a Hilti Firestop Label equipped with a R code with B.Wood Joists"-For 1 hr fire-rated floor-ceiling assemblies nom 10 in.(254 mm)deep(or deeper)lumber,steel or combination lumber and 'Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), the following information. steel joists,trusses or Structural Wood Members'with bridging as required and with ends firestopped.For 2 hr fire-rated floor-ceiling respectively. Warning! - Do Not Disturb assemblies,nom 2 by 10 in.(51 by 254 mm)lumber joists spaced 16 in.OC with nom 1 by 3 in.(25 by 76 mm)lumber bridging and with ends firestopped. Through Penetration Firestop C.Furring Channels-(Not Shown)-(As required)-Resilient galvanized steel furring installed in accordance with the manner specified In the 1.Floor-Ceiling Assembly-The fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and in the System Individual L500 Series Designs in the Fere Resistance Directory. manner specified in individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory.The general construction details of the UL System # * Product(s) used D.Gypsum Board'-Thickness,type,number of layers and fasteners shall be as specified in the individual Floor-Ceiling Design.Max diam of floor-ceiling assembly are summarized below: Hourly Rating (F-Rating) ■ opening is 3 in.(76 mm). A.Flooring System-Lumber or plywood subfloor with finish floor of lumber,plywood or Floor Topping Mixture'as specified in the individual Installation Date ■ 2.Chase Wall-(Optional)-The 1 or 2 hr fire-rated single wood studlgypsum wallboard chase wall shall be constructed of the materials and in the Floor-Ceiling Design.Max diam of floor opening is 4 in.(102 mm). manner specified in the individual U300 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following B.Wood Joists-Nom 2 by 10 in.(51 by 254 mm)lumber joists spaced 16 in.(406 mm)OC with nom 1 by 3 in.(25 by 76 mm)lumber bridging Contractor's Name construction features: and with ends firestopped.As an alternate to Cumber joists,nom 10 in.(254 mm)deep(or deeper)lumber,steel or combination lumber and A.Studs-Nom 2 by 4 in.(51 by 102 mm)lumber studs. steel joists,trusses or Structural Wood Members'with bridging as required with ends firestopped. 7, For outlet boxes requiring protection, use only Wall Opening Protective Materials, category CLIV as classified by B.Sole Plate-Nom 2 by 4 in.(51 by 102 mm)lumber plates. C.Furring Channels-(Not shown)-Resilient galv steel furring installed perpendicular to wood joists(Item 1B)between Underwriter's Laboratories, Fire Resistance Directory (Volume 1). C.Top Plate-The double top plate shall consist of two nom 2 by 4 in.(51 by 102 mm)lumber plates.Max diam of opening is 3 in.(76 mm). wallboard(Item 1D)and wood joists as required in the individual Floor-Ceiling Design. 0.Gypsum Board-Thickness,type,number of layers and fasteners shall be as specified in individual Wall and Partition Design, D.Gypsum Board'-Nom 4 It(122 cm)wide by 518 in.(16 mm)thick as specified in the individual Floor-Ceiling Design. Reproduced by HILTI,Inc.Courtesy of Reproduced by HILTI,Inc.Courtesy of 0 ;nReproduced by HILTI,Inc.Courtesy of Reproduced by HILTI,Inc.Courtesy of [•`/!�/ Underwriters Laboratories,Inc. EUUnderwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. u0YD X. Hilti FirestopSystems January 15,2015 Hilti Firestop Systems January 15,2015 Hilti Firestop Systems January 20,2015 Hilti Firestop Systems January 20,2015 Y Page: 1 of 2 P Y Page: 2 of 2 P Y 1 Page: 1 of 2 P Y Page: 2 of 2 .. f E OF I G�SsIF,� System No. F-C-3012 Q System No. F-C-3012 U`�sslF,� System No. F-C-5004 System No. F-C-5004 g C � us U 0 CISus 0 U ANSUUL1479(ASTM E814) CANIULC 5115 I LL ANSI/UL1479(ASTM E814) CAN/ULC$115 � U. Classified by � _ Classified by _ _ and 1479ra Laboratories,Inc F Ratings-1 and 2 Hr See Item 1 F Ratings-1 and 2 Hr See Item 1 I underwriters Lobo atoi es.Inc. F Ratio -1 and 2 Hr See Item 1 F Ratio 1 and 2 Hr See Item 1 to UL 1479 and CANlULCS115 9 ( } 9 ( ) 2.Chase Wall-(Optional) The through penetrant Item 3 shall be routed through a fire-rated single,double or staggered wood stud! um to UL 1479 and CANIULC-5115 9 { ) 9 ( ) 2.Chase Wall-(Optional) The through netrant Item 3 m be routed through a fire-rated single,double or staggered wood stud! sum ■ f P� )- 9 Pe ( } 9 g 99 9YRs ( P• )- Pe ( )may 9 9 99 9YP ■ T Ratings-0,1 and 1-314 Hr(See Item 3) FT Ratings-0,1 and 1-314 Hr(See Item 3)I wallboard chase wall having a fire rating consistent with that of the floor-ceiling assembly.The chase wall shall be constructed of the materials and T Rating-1 and 1-3i4 Hr(See Item 1) FT Rating-1 and 1.314 Hr(See Item 1) wallboard chase wall having a fire rating consistent with that of the Floor-ceiling assembly.The chase wall shall be constructed of the materials and FH Ratings-1 and 2 Hr(See Item 1) in the manner specified in the individual U300 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following L Rating At Ambient-4 CFM/Sq Ft(See Item 4) FH Rating-1 and 2 Hr(See Item 1) in the manner specified in the individual U300 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following I construction features construction feahlres FTH Ratings-0,1 and 1-314 Hr(See Item 3) A.Studs-Nom 2 by 6 in.(51 by 152 mm)or double nom 2 by 4 in.(51 by 102 mm)lumber studs. I L Rating At 400 F-Less Than 1 CFMISq Ft(See Item 4) FTH Rating-1 and 1-314 Hr(See Item 1) A.Studs-Nom 2 by 6 in.(51 by 152 mm)or double nom 2 by 4 in.(51 by 102 mm)lumber studs. B.Sole Plate-Nom 2 by 6 in.(51 by 152 mm)or parallel 2 by 4 in.(51 by 102 mm)lumber plates,tightly butted.Max diam of openingI L Rating At Ambient-�4 CFM/Sq Ft(See Item 4) B.Sole Plate-Nom 2 by 6 in.(51 by 152 mm)or parallel 2 by 4 in.(51 by 102 mm)lumber plates,tightly butted.Max diam of opening shall 3 for 1 or 2 hr rated assembly is 2-112 in.(64 mm)or 2 in.(51 mm),respectively_ be 3-112 in.(89 mm). C,/) C,Top Plate-The double top plate shall consist of two nom 2 by 6 in.(51 by 152 mm)or two sets of parallel 2 by 4 in.(51 by 102 mm)lumber I L Rating At 400 F-Less Thar 1 CFMISq Ft(See item 4) C.Top Plate-The do&e top plate shall consist of two nom 2 by 6 in.(51 by 152 mm)or two sets of parallel 2 by 4 in.(51 by 102 mm)lumber 1 A 2B plates,tightly butted.Max diam of opening for 1 or 2 hr rated assembly is 2-112 in.(64 mm)or 2 in.(51 mm),respectively. - plates,tightly butted.Max diam of opening is 3-112 in.(89 mm). 1 D.Gypsum Board'-Thickness,type,number of layers and fasteners shall be as specified in individual Wall and Partition Design. 3 2B D.Gypsum Board'-Thickness.type,number of layers and fasteners shall be as specified in the individual Wall and Partition Design. 7 t 3.Cables In 1 hr fire-rated assemblies,aggregate cross-sectional area of cables in opening to be max 45 percent of the cross-sectional area of 3.Through Penetrants-One metallic pipe or tubing to be installed within the firestop system.Pipe or tubing to be rigidly supported on both sides Z the opening(max 2 in,(51 mm)diam bundle).Cables to be rigidly supported on both sides of floor assembly.Any combination of the following of floor assembly.The following types and sizes of metallic pipes or tubing may be used: w LU 7711 1 B types and sizes of copper conductors may be used: A.Steel Pipe-Nom 2 in.(51 mm)diam(or smaller)Schedule 10(or heavier)steel pipe. Lu ow A A.RG 59 coaxial cable with single copper conductor,cellular polyethylene cellular foam insulation and polyvinyl chloride(PVC)jacket. B.Copper Tubing-Nom 2 in.(51 mm)diam(or smaller)Type L(or heavier)copper tubing. 4 \\ \., B.Max 81C No.22 AWG telephone cable with polyvinyl chloride(PVC)jacketing. C.Copper Pipe-Nom 2 in.(51 mm)diam(or smaller)Regular(or heavier)copper pipe. C.Max 21C No.12 AWG cable with polyvinyl chloride(PVC)insulation and jacketing. A � 1 B 1�k 4.Pipe Covering`-Nam 112 in.(13 mm)thick hollow cylindrical Heavy density(min 3.5 pct(56 k9/m3))glass fiber units jacketed on the outside � z \l D.Max 3IC with ground No.210 AWG aluminum or copper Type SER cable with polyvinyl chloride(PVC)insulation. F with an all service jacket.Longitudinal joints sealed with metal fasteners or factory-applied self-sealing lap tape.Transverse joints secured with O � ) 4 E.Max 31C with ground No.210 AWG Type NM cable with polyvinyl chloride(PVC)insulation. 3 `\ \ metal fasteners or with but tape supplied with the product.A nom annular space of 118 in.(3 mm)is required within the firestop system. J F.Max 31C No.12 AWG MC(BX)cable with polyvinyl chloride(PVC)insulation. �_ \ \ `\ See Pipe and Equipment Covering-Materials(BRGU)category in the Building Materials Directory for names of manufacturers.Any pipe o � / G.Max 1 in.diam metal clad TEK cable with PVC jacket. \\ covering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a �_ 3 LA 1 _ / _ \ o H.Max 41C with ground No.300 kcmil(or smaller)aluminum SER cable with PVC insulation and jacket. 5 �`•� \ � 1 1 �`Z Smoke Developed Index of 50 or less maybe used. � w . .''. - I.Through Penetrating Product'-Any cables,Metal-Clad Cable+or Armored Cable+currently Classified under the Through Penetrating / 4A.Tube Insulation-Plastics+-Nom 314 in.(19 mm)thick acrylonitrile butadienelpolyvinyl chloride(AB/PVC)flexible foam furnished in the form � C G Products category. 4 �� / of tubing.An annular space of min 1l8 in.(3 mm)to max 318 in.(10 mm)is required within the firestop system. I 1'C See Through Penetrating Product(XHLY)category in the Fire Resistance Directory for names of manufacturers. See Plastics+(QMFZ2)category in the Recognized Component Directory for names of manufacturers.Any Recognized Component tube ■ 2C i4j The T Rating is 1 and 1-3/4 hr for 1 and 2 hr rated assemblies,respectively,for cables 3A through 3G.The T Rating is 0 hr for cables 3H and 31. ><____�A insulation material meeting the above specifications and having a UL 94 Flammability Classification of 94 5VA may be used. ■ D 2p 4.Fill,Vold or Cavity Material"-Sealant-Min 314 in.(19 mm)thickness of fill material applied within the annulus,flush with top surface of floor or (Note:L Ratings apply only when glass fiber insulation is used). Z Z sole plate.Min 518 in.(16 mm)thickness of fill material'also applied within the annulus,flush with bottom surface of ceiling or lower top plate. 5.Fill,Void or Cavity Material'-Sealant-Min 314 in.(19 mm)thickness of fill material applied within the annulus,flush with top surface of floor or > j 2A HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC-FS611A Sealant or FS-One Sealant or FS-ONE MAX Intumescent Sealant 2� 1 D sole plate.Min 518 in.(16 mm)thickness of fill material also applied within the annulus,flush with bottom surface of ceiling or lower top plate. Z) Q SECTION A-A 'Indicates such products shall bear the UL or cUL Certification Marie for jurisdictions employing the UL or cUL Certification(such as Canada), HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC-FS-One Sealant or FS-ONE MAX Intumescent Sealant - G respectively 2D 'Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), C,14 It— rZ„ SECTION A-A respectivery, r— "i � cG c-n r7 p u d' im 1.Floor-Ceiling Assembly-The 1 or 2 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and in 1.Floor-Ceiling Assembly-The 1 or 2 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and in the manner specked in the individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory.The general construction features of the manner specified in the individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory.The F Rating of the firestop system the floor-ceiling assembly are summarized below: is equal to the rating of the floor-ceiling assembly.The T Rating is 1 and 1-314 hr for 1 and 2 hr rated assemblies,respectively.The general A.Flooring System---Lumber or plywood subfloor with finish floor of lumber,plywood or Floor Topping Mixture'as specified in the individual construction features of the floor-ceiling assembly are summarized below: Z Floor-Ceiling Design.Max diam of opening for 1 o(2 hr assembly is 2-112 in.(64 mm)or 2 in.(51 mm),respectively. A.Flooring System-Lumber or plywood subfloor with finish floor of lumber,plywood or Floor Topping Mixture'as specified in the individual B.Wood Joists'-Nam 10 in.(254 mm)deep(or deeper)lumber,steel of combination lumber and steel joists,trusses or Structural Wood Floor-Ceiling Design.Max diam of floor opening is 3-112 in.(89 mm). Members'with bridging as required and with ends firestopped. B.Wood Joists'-Nom 10 in(254 mm)deep(or deeper)lumber,steel or combination lumber and steel joists,trusses or Structural Wood C.Furring Channels-(Not Shown)-(As required)-Resilient galvanized steel furring installed in accordance with the manner specified in the Members'with bridging as required and with ends firestopped. individual L500 Series Designs in the Fire Resistance Directory. C.Furring Channels-(Not Shown)-(As required)-Resilient galvanized steel furring installed in accordance with the manner specified in the D.Gypsum Board'-Thickness,type,number of layers and fasteners shall be as specified in the individual Floor-Ceiling Design.Max diam of individual L500 Series Designs in the Fire Resistance Directory. opening for 1 or 2 hr assembly Is 2-112 in.(64 mm)or 2 in.(51 mm),respectively. D.Gypsum Board'-Thickness,type,number of layers and fasteners shall be as specified In the individual Floor-Ceiling Design.Max diam of ■ The F Rating of the firestop system is equal to the rating of the floor-ceiling assembly. floor opening is 3-112 in.(89 mm). ■ I-0- THIS WIDTH SHOULD BE 3" -01I Reproduced by HILTI,Inc.Courtesy of Reproduced by HILTI,Inc.Courtesy of EM mLiiReproduced by HILTI,Inc.Courtesy of 0= ;3Reproduced by HILTI,inc.Courtesy of Underwriters Laboratories,Inc. nLma Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. January 20,2015 Hilti Firestop Systems January 20,2015 Hilt! Firestop Systems January 20,2015 HIM Firestop Systems January 20,2015 Hilti Firestop Systems Page: 1 of 2, P Y - I Page: 2 of 2 P Y Page: 1 of 2 P Y I Page:2 of 2 .... . �SS1F'� System No. F-C-5036 S stem Noul) . F-C-5036 cc M `�ssiF' M M o y � y ", Q� System No. F-C-5037 ,� SUl) ystem N©. F-C-5031 O C � us - -_ U U C u5 ANSIIUL1479(ASTM E814) - _CANIULC 5115 0 0 ANSI/UL1479(ASTM E814) CANIULC S115 I LF- I Classified by I LL 2.Through Penetrants-One metallic tube or pipe to be installed within the firestop system.Tube or pipe to be rigidly supported on both sides LL Classified by ___.. Underwriters Laboratories,Inc underwriter Laboraor es.Inc F Ratings-1 and 2 Hr(See Item 1) F Ratings-1 and 2 Hr(See Item 1) of floor-ceiling assembly,The following types and sizes of metallic tubes or pipes may be used: to UL 1479 and CANIULC-5115 F Rating-1 Hr F Rating-1 Hr 1 pe 9- ( ) Y heavy y( pc ( 9 })9 l to UL 1479 and CANIULC-s115 A.Copper Tubing Nom 2 in. 51 mm diam or smatter Type L or heavier copper tubing. 3.Pi Covering Nom 1-112 in. 38 mm thick hollow cylindrical hea density min 3.5 f 56 k Im3 lass fiber units jacketed on the outside Ppe 9- ( } { ) YP ( ) PP 9• T Ratings 114 and 1 314 Hr(See Item 1) F7 Rating -114 and 1-314 Hr(See Item 1) B.Copper Pipe-Nom 2 in. 51 mm diam or smaller Regular or heavier copper pipe. T Rating-1 Hr FT Rating-1 Hr I with an all service jacket.Longitudinal joints sealed with metal fasteners or factory-applied self-sealing tape.Traverse joints secured with metal Ap P ( ) ( } e9 ( } PPe P P fasteners or with butt tape supplied with the product.The annular space shall be min 112 in.(13 mm)and max 1 in.(25 mm). FH Ratings-1 and 2 Hr(See Item 1) C.Steel Pipe-Nom 2 in.(51 mm)diam(or smaller)Schedule 10(or heavier)steel pipe. . Rating-1 Hr I See Pi and Equipment Coverin Materials BRGU category In the Building Materials Directory for names of manufacturers.An I covering 3.Tube Insulation-Plaslics+-Nom 314 in.(19 mm)thick acrylonitrile butadienelpoiyvinyl chloride(AB/PVC)flexible foam furnished in the form � 9 ( ) 9 ry 9 ry Y pipe 9 FTH Ratings-114 and 1.314 Hr(See Item 1) FTH Rating-1 Hr material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke of tubing.The annular space shall be min 378 in,(10 mm)to max 1 in.(25 mm). Developed lndex of 50 or less may be used. See Plastics+(QMFZ2)category in the Plastics Recognized Component Directory for names of manufacturers.Any Recognized Component 4.Full,Void or Cavity Materials'-Sealant-Min 314 in.(19 mm)thickness of sealant applied within annular space,flush with top surface of subfloor tube insulation material meeting the above specifications and having a UL94 Flammability Classification of 94-5VA may be used. ■ 1 A 1 B or sole plate.Min 518 in.(16 rim)thickness of sealant applied within the annular space,flush with bottom surface of gypsum wallboard or lower 4.Fill,Void or Cavity Materials'-Sealant-Fill material forced into annular space to fill space to max extent possible.Sealant shaii be installed ■ 1111111111111111111111111 4 top plate flush with top surface of floor or sole plate and bottom surface of ceiling or lower top plate. ` HILTI CONSTRUCTION CHEMICALS,'DIV OF HILTI INC-FS-ONE Sealant or FS-ONE MAX Intumescent Sealant 4 1A HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC-FS-ONE Sealant or FS-ONE MAX Intumescent Sealant I 'Indicates such products snail bear the UL or cUL Certification Marie for jurisdictions employing the UL or cut.Certification(such as Canada), 113 2 respectively. C = 1 'Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), -`'o respectively. � ,� i' I 43 1C4 I f m cc 2 SECTION A-A 4 1 C aA-A REVISIONS 1.6 1.Floor-Ceiling Assembly-The 1 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and in the M manner specified in the individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory.The general construction features of the 2 floor-ceiling assembly are summarized below: 1.Floor-Ceiling Assembly-The 1 and 2 hr fire-rated solid or trussed lumberjoist floor-ceiling assembly shall be constructed of the materials and in 16-OCT-2018 BUILDING PERMIT RESUBMITTAL ro A.FlooringSystem-Lumber or plywood subfloor with finish floor of lumber,plywood or Floor Topping Mixture'asspecified in the individual the manner specified in the individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory.The F and FH Rating are dependent iSSUF ti Y P Yw p Yw PP 9 u Floor-Ceiling Design.Max diam of opening shall be 6.718 in.(175 mm). on the hourly rating of the floor ceiling assembly.The T FT and FTH Rating are 114 hr for 1 hr rated floor ceiling assemblies and 1-314 hr for 2 hr B.Wood Joists'-Nam 10 in.(254 mm)deep(or deeper)lumber,steel or combination lumber and steel joists,trusses or Structural Wood rated floor ceiling assemblies.The general construction features of the floor-ceiling assembly are summarized below: o ■ Members'with bridging as required and with ends firestopped. A.Flooring System-Lumber or plywood subfloor with finish floor of lumber,plywood or Floor Topping Mixture'as specified in the individual =i C.Gypsum Board'-Nom 4 ft(1.2 m)wide by 518 in,(16 mm)thick as specified in the individual Floor-Ceiling Design.Max diam of opening Floor-Ceiling Design.Diam of opening shall be 5-t18 in.(130 mm). ■ PP,OIEC16761 Nunnt El: DRAWN BY CftectcEa aix 16761 KT RLC shall be 6-718 in.(11 75 mm). B.Wood Joists'-Nom 10 in.(254 mm)deep(or deeper)lumber,steel or combination lumber and steel joists,trusses or Structural Wood U1.1 Chase Wall-(Nat Shown,Optionai)The through penetrants(Item 2)may be routed through a 1 hr fire-rated single,double or staggered wood Members'with bridging as required and with ends firestopped.. 1-il studlgypsum wallboard chase wall having a fire rating consistent with that of the floor-ceiling assembly.The chase wall shall be constructed of the C.Furring Channels(Not Shown)-Resilient galy steel furring installed perpendicular to wood joists between first and second layers of 1D materials and in the manner specified in the individual U300 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall wallboard(Item 1D).Furring channels spaced max 24 in.(610 mm). ALL DRAWINGS AND WRITTEN MATEtuAL APPEARING HEREIN CONSTITUTE Ill D.Gypsum Board'-Nom 4 ft 1 2 m wide b 518 in. 16 mm thick as specified in the individual Floor-Ceiling Design.First layer of wallboard THE OFUGtNAL AND UNPUBLISHED WORK Of THE ARCHITECT AND MAY 110 include the following construction features: YP ( ) Y ( ) P 9 9 Y IA.Studs-Nom 2 by 8(51 by 203 mm)lumber or double nom 2 by 4 in.(51 by 102 mm)lumber studs. nailed to wood joists.Second layer of wallboard screw-attached to furring channels.Max diam of ceiling opening is 5-118 in.(130 mm). NOT BE DurLICATID,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN +-' B.Sole Plate-Nom 2 by 8 in.(51 by 203 mm)lumber or parallel 2 by 4 in.(51 by 102 mm)lumber plates,tightly butted.Max diam of opening 1.1 Chase Wall-(Not.Shown,Optional)The through penetrants(Item 2)may be routed through fire-rated single,double or staggered wood GorHI cif THE ARCHITECT. tj shall be 6 718 in.(175 mm). stud/gypsum wallboard chase wall having a fire rating consistent with that of the floor-ceiling assembly.The chase wall shall be constructed of the ze0ta18 NUL ARCHIrEcrs CII C.Top Plate-The double top plate shall consist of two nom 2 by 8 in.(51 by 203 mm)lumber plates or two sets of nom 2 by 4 in. materials and in the manner specified in the individual U300 Series Wall and Partition Designs in the UL Fire Resistance Drectory and shall 11111111111111111111111 U (51 by 102 mm)lumber plates,tightly butted.Max diam of opening is 6-7i8 in.(175 mm). include the following construction features: D.Gypsum Board'-Thickness,type,number of layers and fasteners shall be as specified in individual Wall and Partition Design. A.Studs-Nom 2 by 6 in.(51 by 152 mm)lumber or double nom 2 by 4 in.(51 by 102 mm)lumber studs. 2: 2.Through Penetrants-One metallic tube or pipe to be installed within the firestop system.Tube or pipe to be rigidly supported on both sides of B.Sole Plate Nom 2 by 6 in.(51 by 152 mm)lumber or parallel 2 by 4 in.(51 by 102 mm)lumber plates,tightly butted.Max diam of opening FIRE RATED PENETRATION Q Haar ceiling assembly.The following types and sizes of metallic tubes or pipes may be used: shall be 5-1/8 in. < o Copper Tubing-Nom 2 in.(51 rpm)diam(or smaller)Type L(or heavier)copper tubing. C.Top Plate-The double top plate shall consist of two nam 2 by 6 in.(51 by 152 mm)lumber plates or two sets of nom 2 by 4 in. IR B.Copper Pie-Nom 2 in. 51 mm diam or smaller Regular or heavier copper pipe. (51 by 102 mm)lumber plates tightly butted.Max diam of opening is 5-1/8 in.(1 30 mm). DETAILS PPe P ( ) ( } g ( } uD C.Steel Pape-Nom 2 in.(51 mm)diam(or smaller)Schedule 10(or heavier)steel pipe. D.Gypsum Board'-Thickness,type,number of layers and fasteners shall be as specified in individual Well and Partibm Design. .. -.. -.. ..-..-._... . . o Reproduced by HILTI,Inc.Courtesy of Reproduced by HiLTI,Inc.Courtesy of Reproduced by HILTI,Inc.Courtesy of TV7 Reproduced by HILTI,Inc.Courtesy of �1-1 CC) rJ Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. January 20,2015 January20,2015 January Z0,2015 January 20,2015 I Page:2 of 2 N Hilti Firestop Systems I Page: 1 of 2 Hilti Firestop Systems I Page:2 of 2 Hilti Firestop Systems i Page: 1 of 2 Hilti Firestop Systems ..... .. . . . . 1-1 A831 �; __ __ - M - __ - __ __ - I 1111111111111 0 10 0 9 ■ 8 ■ 7 0 6 ■ 5 ■ 4 0 3 ■ 2 ■ 1 10 0 9 ■ 8 0 7 0 6 0 5 0 4 0 3 0 2 0 1 11111111111111111111111111111 - _1111111111111111111111111111 SSIP W ca 551,r M 5sf,c ti NOTES: �°�l9 System No. C-AJ-1226 rm System No. C-AJ-1226 C4 C) System No. C-AJ-1513 U� '�, System No. C-AJ-2167 (.0 M C Y'\,� u$ Q a e us ANSIIUL1479(ASTM E814) CANIULC 5115 d F Rating--2 Hr a 1, Penetration Details shown are typical details. Refer to the listed system detail for complete system requirements. Classlriedby I ANS!lUL1479(ASTM E814) CAN/ULC s115 t� classfiedby cL ctassirredby If field conditions do not match requirements of details approved alternate details shall be utilized, Verify desr n Underwriters Laboratories,Inc. _ - - — T Underwrites Laboratories.Inc. FRating-2 Hr FRating-2 Hf "" Underwrilers Laboratories.Inc T Rating--0 Hr — q r pp Y g to UL 1479 andCANlulc-9119 I FRating—3Hr FRating—3Hr 4.FlfeStopSyStekS—TheflreStOp5y5temShallCOnslStOfthefDllOwing: [o UL,47.r.ndCANIUI15 to UL 1479 requirements, field conditions and dimensions for compliance with details, including but not limited to the following: T Rating 0 Hr FT Rating-0 Hr Fire Rating HIL L 9 sq g permanent form.Packingmaterial to be recessed from to surface of floor or sleeve xtol rootmiboulation firmly packed into opening as a u g— 9— 9 ( ) p ( g ' L Rating A3 Ambient—Less Than 1 CFM! ft FH Rating 3Hr Aaccommodate the required thickness of fill material min pcf 64 k ! both surfaces of wall or sleeve as required to FH Rating-2 Hr �4 2 Temperature Rating (T-Rating) FTH Rating-o Hr Leakage Rating (L-Raking) L Rating At 400 F—4 CFMIsq ft FTH Rating—0 Hr B.Fill,Void or Cavity Material'—Sealant—Min 114 in.(6 mm)thickness of fill material applied within the annulus,flush with top surface of A P,C H I T E C T = floor or sleeve or with both surfaces of wail or sleeve.At the point or continuous contact locations between penetrant and concrete or sleeve, 1 Water Rating (W-Rating) I L Rating At Ambient—Less Than 1 CFM/sq ft A 2 1 Annular Space a min 114 in.(6 mm)diam bead of fill material shall be applied at the concrete or sleeve/pipe penetrant interface on the top surface of Hoar � A L Rating At 400 F—4 CFM/sq ft and on both surfaces of wall. 31B Percent Fill 1 7 5 0 5 L A N K L N S H I P R 0 A 0 HILTI CONSTRUCTION CHEMICALS,DIV OF HiLTI INC—FS-One Sealant or FS-ONE MAX Intumescent Sealant 3 Movement S U I T E 4 0 0 A 3 'Indicates such products shall bear the UL or cUL Certification Mark forjunsdictions employing the UL or cUL Certification(such as Canada), Type and thickness of fire-rated 46 respectively. L construction, WEST L 1 N N , OREGON 97068 ! (D(D(D(&34B 1 Minimum & maximum width of Joints. TEL 503 . 305 . 3033 FAX 503 . 305 . 3034 2 osb�: 2 3. If alternate details matching the field conditions are not available, manufacturer's engineering judgment drawings 3A __—� are acceptable subject to approval by the Authority Having Jurisdiction (AHJ). Contact Hilti Inc. for alternative A SECTION A-A A systems or Engineering Judgment (800-879-8000), Drawings shall folbow the International Firestop Council (IFC) ■ 1.Floor or Wall Assembly---Min 4-1/2 in.(114 mm)thick reinforced lightweight or normal weight(100-150 pcf or 1600-2400 kg/m3)concrete 3 Guidelines for Evaluating Firestop Systems Engineering Judgments. 0 11111111111111111111111111111111 floor.Min 5 in.(127 mm)thick reinforced lightweight or normal weight(100-150 pcf or 1600-2400 kg/m3)concrete wall.Wall may also be 4A constructed of any UL Classified Concrete Blocks'.Max size of opening is 8 in,(203 mm)by 30 in.(763 mm). ____--> 4. References: 3 See Concrete Blocks(CAZT)category in the Fire Resistance Directory for names of manufacturers. 2017 Underwriter's Laboratories 2.Through Penetrants—One or more metallic penetrants to be installed either concentrically or eccentrically within the firestop system.The total Fire Resistance Directory, A number of penetrants is dependent on the size of the opening and sizes of penetrants.The annular space between the penetrants and periphery Volumes 1 &2, SECTION A-A of opening shall be min 0 in.(point contact).The annular space between nom 2 in.(51 mm)diam(and smaller)penetrants shall be a min 0 in. SECTION A-A (point contact).The annular space between penetrants greater than nom 2 in.(51 mm)diam shall be a min,112 in.(13 mm).A max annular space NFPA 101 Life Safety Code in the system shall be 12 in.(305 mm).Penetrants to be rigidly supported on both sides of floor or wall assembly.The following types and sizes of NFPA 70 - National Electric Code 1.Floor or Wall Assembly—Min 4-1/2 in.(1 14 mm)thick reinforced lightweight or normal weight(100-150 pcf or 1600-2400 kg/m')concrete.Wall penetrants may be used: Building code. may also be constructed of any UL Classed Concrete Blocks'.Max diam of opening is 32 in.(813 mm). A.Conduit—Nom 4 in.(102 mm)diam(or smaller)steel electrical metallic tubing or rigid steel conduit CD 2,Metallic Sleeve—(Optional)Nom 32 in.(813 mm)diam(or smaller)Schedule 40(or heavier)steel sleeve cast or grouted into floor or wall B.Through Penetrating Product'—Flexible Metal Piping—The following types of steel flexible metal gas piping may be used: 5. FirestopSystem installation to meet requirements of ASTM E-814 UL 1479 tested assemblies that Provide a fire assembly,flush with floor or wall surfaces or extending a max of 3 in.(76 mm)above floor or beyond both surfaces of wall. 1.)Nom 2 in.(51 mm)diam(or smaller)steel flexible metal gas piping.Plastic covering on piping may or may not be removed on both sides Y q ( ) rating equal Or greater to that Of COnStrUCtlOn being penetrated. 2A.Sheet Metal Sleeve—(Optional)Max 6 in.(152 mm)diam,min 26 ga.galv steel provided with a 26 ga galv steel square flange spot welded to of floor or wall assembly. 1.Floor or Wall Assembly—Min 4-1/2 in.(1 14 mm)thick reinforced lightweight or normal weight(100.150 pct'or 1600-2400 kg1m3)concrete.Wali the sleeve at approx mid-height,or flush with bottom of sleeve in floors,and sized to be a min of 2 in.(51 mm)larger than the sleeve diam.The OMEGA FLEX INC may also be constructed of any UL Classified Concrete Blocks*.Floor may also be constructed of any min 6 in.(152 mm)thick UL Classified sleeve is to be cast in lace and may extend a max of 4 in. 102 mm below the bottom of the deck and a max of 1 in. 25 mm above the to 2. Nom 1 in. 25 mm diam or smaller steel flexible metal aspiping.Plastic covering on piping may or may not a removed n both i hollow ' p y ( ) ( ) p ) ( } ( ) g g p p g y y b ed o bo sides a tow core Precast Concrete Units having a min 2 in.(51 mm)concrete thickness below the core.Max diam of opening is 3'in.(ls mm). 6. Label rated through-penetration assemblies prominently with a Hilti Firestop Label equipped with a QR code with surface of the concrete floor, of floor or wall assembly. See Concrete Blocks(CAZT)and Precast Concrete Units(CFTV)categories in the Fire Resistance Directory for names of manufacturers. the following Information. 26.Sheet Metal Sleeve (Optional)-Max 12 in.(305 mm)diam,min 24 ga galv steel provided with a 24 ga galv steel square flange spot welled GASTITE,DIV OF TITEFLEX 2.Through Penetrants—One nonmetallic pipe to be installed concentrically or eccentrically within the firestop system.Annular space between pipe Warning! - Do Not Disturb to the sleeve at approx mid-height,or flush with bottom of sleeve in floors,and sized to be a min of 2 in.(51 mm)larger than the sleeve diam.The 3.)Nam 2 in.(51 mm)diam(or smaller)steel flexible metal gas piping.Plastic covering on piping may or may not be removed on both sides and edge of opening to be min 0 in.(point contact)and max 518 in.(16 mm).Pipe to be rigidly supported on both sides of floor-ceiling assembly. g Through Penetration Firestop sleeve is to be cast in place and may extend a max of 4 in.(102 mm)below the bottom of the deck and a max of 1 in.(25 mm)above the top of floor or wall assembly. The following types and sizes of nonmetallic pipes may be used. surface of the concrete floor. WARD MFG L L C A,Polyvinyl Chloride(PVC)Pipe—Nom 2 in.(51 mm)diam(or smaller)Schedule 40 solid or cellular core PVC pipe for use in closed(process System 3.Through-Penetrant—One metallic pipe,tube or conduit to be installed either concentrically or eccentrically within the firestop system.The 3.Firestop System—The firestop system shall consist of the following: or supply)or vented(drain,waste or vent)piping systems. UL System # * ProdUct(s) used annular space between penetrant and periphery of opening shall be min 0 in.(point contact)to max 1-718 in.(48 mm).Penetrant may be installed A.Packing Material—Min 4 in.(102 mm)thickness of 4 pcf(64 kg/m3)mineral wool batt insulation tightly packed into the opening as a B.Chlorinated Polyvinyl Chloride(CPVC)Pipe—Nom 2 in.(51 mm)diam(or smaller)SDR13.5 CPVC pipe for use in closed(process or HourlyF-Rath Rating ( 9) 0 with continuous point contact.Penetrant to be rigidly supported on both sides of floor or wall assembly.The following types and sizes of metallic permanent form,Packing material to be recessed from top surface of floor or both surfaces of wall to accommodate the required thickness of supply)piping systems. Installation Date 111111 penetrants may be used: fill material. 3.Fill,Void or Cavity Material'—Sealant—Min 2 in.(51 mm)thickness of fill material applied within the annulus,flush with bottom surface of floor Contractor's A.Steel Pipe—Nom 30 in.(762 mm)diam(or smaller)Schedule 10(or heavier)steel pipe. B.Fill,Void or Cavity Materia!-Sealant'—Min 112 in.(13 mm)thickness of fill material applied within the annulus flush with the top surfaceof or with both surfaces of wall.At point contact location,min 112 in.(13 mm)diam bead of sealant applied at pipe/concrete interface on bottom Ndm e B. Iron Pipe—Nom 30 in.(762 mm)diam(or smaller)cast or ductile iron pipe. the floor or both surfaces of the wall. surface of floor or both surfaces of wall. C.Copper Pipe—Nom 6 in,(1 52 mm)diam(or smaller)Regular(or heavier)copper pipe. HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC—FS-ONE Sealant or FS-ONE MAX Intumescent Sealant. HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC-a FS-ONE Sealant or FS-ONE MAX Intumescent Sealant 7, For Outlet boxes requiring protection, use only Wall Opening Protective Materials, category CLIV as classified by D.Copper Tubing—Nom 6 in.(1 52 mm)diam(or smaller)Type L(or heavier)copper tubing. Underwriter's Laboratories, Fire Resistance Directory (Volume I). E.Conduit—Nom 6 in.(152 mm)diam(or smaller)steel conduit. 'Indicates such products shall bear the UL or cUL Certification Mark forjurisdictions employing the UL or cUL Certification(such as Canada), *Indicates such products shall bear the UL or cUL Certification Mark forjurisdictions employing the UL or cUL Certification(such as Canada), / r F.Conduit—Nam 4 in.(102 mm)diam(or smaller)steel electrical metallic tubing(EMT). respectively. respectively. rf W-0 j:1 Reproduced by HILTI,Inc.Courtesy of W1Reproduced by HILTI,Inc.Courtesy of Reproduced by HILTI,Inc.Courtesy of :5Reproduced by HILTI,Inc.Courtesy of Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. LLOYD , H January 07,2015 Hill Firestop Systems January 07,2015 HIM Firestop Systems January 08,2015 Hilti Firestop Systems January 09,2015 Hilti Firestop Systems �Page: 1 of 2 P Y �Page: 2 of 2 P Y P Y "` .;' . . . . ... . . ' OF 11 Uos�s �ssIF'�o System No. C-AJ-2109 N N U�SSIF'�a System No. C-AJ-3095 M System No. C-AJ-3095 NW F Ratings—2 and 3 Hr(See Item 3) a a C us a Q Classirredby T Ratings—0,2 and 3 Hr(See Items 2 and 3) v Pipe Nom Pipe F Rating t..1 Classdiedby ANSIlUL1479(ASTM E$14) CANfULC 5115 U V Underwriters Laboratories,Inc. — Type Diam,In.(mm) Hr underwriters Laboratones.Inc F Rabin 3Hr F Rabin 3Hr H.Max 31C with 0 to UL 1479 W Rating-Class 1 (See Items 2, 3 and 4) 10 UL 1479 and CANIULC-Sl1s g— g— ground 2/0 AWG copper conductor SER cable with cross-linked polyethylene(XLPE)insulation and polyvinyl chloride(PVC) PVC,CPVC Greater than 6(152) 2 jacket.When SER cable is used,T,FT and FTH Rating is 0 hr. L Raking at Ambient—Less Than 1 CFM/sq h(See Item 4) T Ratings—0,112 and 314 Hr(See Item 3) FT Ratings—0,112 and 314 Hr(See Item 3) I,Max RGIU coaxial cable with polyethylene(PE)insulation and polyvinyl chloride(PVC)jacket having a max outside diameter of%in.When L Rating at 400 F—Less Than 1 CFM/sq k{See Item 4) PVC,CPVC,ABS,FRPP 6(152}or smaller 3 FH Rating—3 Hr coaxial cable is used,T Rating is 0 hr. Pipe Nom Pipe T Rating FTH Ratings—0,112 and 314 Hr(See Item 3) J.Fire Resistive Cables'-Max 1-114 in.(32 mm)diam single conductor or multi conductor Type MI cable.A min 118 in.(3 mm)separation shall Type Diam,In.(mm) Hr be maintained between MI cables and any other type of cable.When Fire Resistive Cables*are used,T,FT and FTH Rating is 0 hr. 3 PVC,CPVC,ABS,FRPP 1-112,2,3(38,51,76} 2 K.Through Penetrating Product'—Any Cables,Metal-Clad Cable+or Armored Cable+currently Classified under the Through Penetrating 3 �0 2 //,2 1 A Products category. PVC,CPVC,ABS,FRPP 4(102) 3 ( A3 See Through Penetrating Product(XHLY)category in the Fire Resistance Directory for names of manufacturers. 3 I 5 � 4.Packing Material—Min 2 in.(51 mm)thickness of min 4 pcf(64 kglm3)mineral wool batt insulation firmly packed into opening as a permanent PVC,CPVC,ABS+,FRPP 6(152) 3 5 1 form.Packing material to be recessed 112 in.(13 mm)from top surface of floor or from both surfaces of wall to accommodate the fill material.If the 7, A A I I PVC,CPVC Greater than 6(152) 0 steel sleeve(Item 2)extends above the top of the floor,the packing material shall be flush with the bottom surface of the floor. LU / I ABS- 6(152) 0 ° .1 a 5.Fill,Void or Cavity Material'—Sealant—Min 1/2 in,(13 mm)thickness of fill material applied within the annulus,flush with top surface of floor or w w 1 with both surfaces of wall. �° '�° +-Indicates solid core ABS only. ^ HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC—FS One Sealant or FS-ONE MAX Intumescent Sealant ++_Indicates cellular core ABS only. ,( [� Z 4.Fill,Void or Cavity Material'—Sealant—Min 112 in.(13 mm)thickness of fill material applied within the annulus,flush with top or bottom surface 2 'Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), � 0 \ of floor or both surfaces of wall.Sealant is optional for pipes having a max diam of 6 in,(152 mm}in unsleeved openings.For systems with W 2 4 respectively. w U .`` Rating and/or L Rating,min 1/2 in.(13 mm}thickness of CP 601S,CFS-S SIL GG,CFS-S SIL SL(floors only)or CP 604 Sealant shall be applied �A � c4 � 5 within the annulus,flush with top or bottom surface of floor. >_ TOO 4 5 4 HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC—FS-ONE Sealant,FS-ONE MAX Intumescent Sealant,CP 6013 Sealant,CFS-S SIL , SECTION A-A � p C2 GG,CFS-S SIL SL(floors only)or CP 604 Sealant .e C_ SECTION A-A 4A.Packing Material(not shown)—Min 112 in.(13 mm)thickness of 4 pcf(64 kglm3)mineral wool batt insulation firmly packed into annular space UC and recessed from the top surface of floor to accommodate the required thickness of fill material.Required only when CP 604 Sealant is used. `� 5.Firestop Device'—Firestop Collar—Firestop collar shall be installed in accordance with the accompanying installation instructions.Collar to be 1.Floor or Wall Assembly—Min 2-1/2 in.(64 mm)thick reinforced lightweight or normal weight(100-150 pcf or 1600 2400 kg/m3)concrete floor or ,._ c 0 installed and latched around the pipe and secured to underside of floor or both sides of wall using the anchor hooks provided with the collar. min 3 in.(76 mm)thick reinforced lightweight or normal weight concrete wall.Wall may also be constructed of any UL Classified Concrete Bocks'. ■ WJ Z � Minimum two anchor hooks for nom 1-1/2 and 2 in.(38 and 51 mm)diam pipes.Minimum three anchor hooks required for nom 3 and 4 in.(76 and Max diam of opening is 6 in.(152 mm). u Z :- WJ 1.Floor or Wall Assembly Min 4-1/2 in.(1 14 mm)thick reinforced lightweight or normal weight(100-150 pcf or 1600-2400 kg1m3)concrete.Wall 102 mm diam pipes.Minimum four anchor hooks required for nom 6 in. 152 mm diam pipes.Minimum ter!anchor hooks required for nom$in See Concrete Blocks(CAZT)category in the Fire Resistance Directory for names of manufacturers. may also be constructed of an UL Classified Concrete Blocks'.Max diam of opening Is 12 in. 305 mm). ) P ( ) p p y y 9 ( ) 203 mm diam pipes.Minimum twelve anchor hooks required for nom 10 in. 254 mm diam pipes.The anchor hooks are to be secured with min 2.Sleeve—(Optional)—Nom 6 in.(152 mm)diam(or smaller)Schedule 10(or heavier)steel pipe cast or grouted into floor or wall assembly,flush ¢ ¢ See Concrete Blocks C category in the Fire Resistance Directory for names of manufactures. ( ) P P q ( ) p ( � g ry' ry 114 in. 6 mm diam b min 1-114 in. 32 mm Inn steel expansion belts or min 0.145 in. 3.7 mm diam b 1-114 in. 32 mm Ion wrier actuated with floor or wall surfaces or extending a max 3 in.(76 Prim)above the floor or both surfaces of the wall.If the steel sleeve extends above the floor Z ( ) Y ( ) 9 P ( ) Y ( )long `� z 2.Steel Sleeve—(Optional)-Nom 12 in.(305 mm)diam(or smaller)Schedule 40(or heavier)steel pipe cast or grouted into floor or wall or bath surfaces of the wall,the T Ratin of the firesto s stem is 0 Hr, Z N N fasteners utilizing a 1-7/16 in.(37 mm)diam by 1/16 in.(1.6 mm)thick steel washer.As alternates to the anchors specified above,Hilti 114 in.(6 g P y n � assembly,flush with floor or wall surfaces a max of 3 in.(76 mm)above the floor.If the steel sleeve extends above the floor,the T Rating of the mm diam b 1-1/4 in. 32 mm Ion KWIK-CON II+concrete screw anchor,Hilti 1/4 in. 6 mm diam b 1-314 in. 45 mm longKWIK-BOLT 3 steel 3.Cables—Aggregate cross-sectional area of cables in opening to be min 25 percent to max 45 percent of the aggregate crass-sectional area of firestop system is 0 Hr and a min 1/2 in. 13 mm annular space is required between the through penetrant Item 3 and theperipheryof the ) y ( ) 9 ( ) y ( ) p y ( ) p q g � ( ) expansion anchor or Hilti X-DNI 27 P8 315 powder actuated floor pin with integral nom 9116 in.(15 mm)diam washer may be used. the opening.Cables to be rigidly supported on both sides of Floor or wall assembly.Any combination of flim following types and sizes of metallic `��. � opening.The W Rating does not apply when the steel sleeve is used. HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC—CP 643N 5011.5",CP 643N 6312",CP 643N 90/3",CP 643N 11014",CP 643 conductor or fiber optic cable may be used. O LJ_ 3.Through Penetrants—One nonmetallic pipe to be installed either concentrically or eccentrically within the firestop system.For max 6 in. 16016",CP 644 20018"or CP 644 250/10"Firestop Collar A.Max 500 kcmil single copper connector power cable with thermoplastic insulation and polyvinyl chloride(PWC)jacket.When single copper 'IT (152 mm)diam pipes,the annular space between the pipe and the periphery of opening shall be min 0 in.(0 mm,point contact)to max 112 in.(13 conductor power cable is used,T,FT and FTH Rating is 0 hr. mm).For nom 8 in.(203 mm)and 10 in.(254 mm)diam pipes,the annular space between the pipe and the periphery of opening shall be min 0 in. *Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), B.Max 350 kcmil single conductor power cables with either aluminum or copper conductors and cross-linked polyethylene(XPLE)insulation. o (0 mm,point contact)to max 1-114 in. (32 mm), If the steel sleeve extends above the floor(Item 2),a min 112 in.(13 mm)annular space is respectively When single aluminum conductor power cable is used,T Rating is 0 hr.When single copper conductor power cable is used,T,FT and FTH 0 required between the through penetrant(Item 3)and the periphery of the opening.Pipe to be rigidly supported on both sides of floor or wall Rating is 1/2 hr. assembly.For systems with a W Rating,the Amax annular space is 112 in.(13 mm).The T Ratings are dependent on the size and/or type of pipe C.Max 300 pair No.24 AWG copper conductor telecommunication cables with polyvinyl chloride(PVC)insulation and jacket material.When as shown in the table below.The following types and sizes of nonmetallic pipes may be used: telecommunication cable is used,T,FT and FTH Rating is 0 hr. 7 A.Polyvinyl Chloride(PVC)Pipe—Nom Z 10 in.(254 mm)diam(or smaller)Schedule 40 solid core or cellular core PVC pipe for use in D.Max three copper connector No.6 AWG cable with polyvinyl chloride(PVC)insulation and jacket material.When multi-connector power closed(process or supply)or vented(drain,waste or vent)piping systems.For systems with a W Rating,the nom diam of pipe shall not cable is used,T Rating is 0 hr. ["A exceed 6 in.(152 mm). E.Max 7/C copper conductor No. 12 AWG multiconductor power and control cables with PVC or cross-linked polyethylene(XLPE)insulation B.Chlorinated Polyvinyl Chloride(CPVC)Pipe—Nom 10 in.(254 mm)diam(or smaller)SOR13.5 CPVC pipe for use in closed(process or and PVC jacket,When multiconductor power and control cable is used,T,FT and FTH Rating is 314 hr. supply)piping systems.For systems with a W Rating,the nom diam of pipe shall not exceed 6 in.(1 52 mm). F.Multiple fiber optical commumeatian cables jacketed with PVC and having a max outside diam of 112 in.When fiber optic cable is used,T,FT . C.Acrylonitrile Butadiene Styrene(ABS)Pipe—Nom 6 in.(152 mm)diam(or smaller)Schedule 40 solid-core or cellular core ABS pipe for use and FTH Rating is 3/4 hr, in closed(process or supply)or vented(drain,waste or vent)piping system. G.Max 3/C copper conductor No.12 AWG with Bare aluminum ground,polyvinyl chloride(PVC)insulated steel,Melal-clad cable-E.When MC D.Flame Retardant Polypropylene(FRPP)Pipe—Nom 6 in.(1 52 mm)diam(or smaller)Schedule 40 FRPP pipe for use in closed(process or cable is used,T,FT and FTH Rating is 0 hr. 0 supply)or vented(drain,waste or vent)piping systems. AFC CABLE SYSTEMS INC _. . I I MEN ;I THIS WIDTH SHOULD BE 3" �{ Reproduced by HILTI,Inc.Courtesy of iI I M-0 Will Reproduced by HILTI,Inc.Courtesy ofr77 Reproduced by HILTI, Inc.Courtesy of Reproduced by HILTI,Inc.Courtesy of Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. January 27,2015 Hilti Firestop Systems January 27,2015 Hilti Firestop Systems January 14,2015 Hi1ti Firestop Systems January 14,2015 H iiti Firestop Systems Page: 1 of 2 P y I Page: 2 of 2 P Y Page: 1 of 2 R Y Page:2 of 2 U�ss rF, System No. C-AJ-3283 � System No. C-AJ-3283 cm U�Ss rF,� System No. C-AJ-5090 CD 4 C � US " � C s US ANSliUL1479 ASTM E814 � 1.Floor or Wall Assembly—Min 4-1/2 in.(114 mm)thick reinforced lightweight or normal weight(100-150 pcf � ANSIIUL1479(ASTM E814) CANIULC S115 Q Q ( ) CAN/ULC 5115 I Q Q classiSed by U V Classified by - t� or 1600-2400 kglm3)concrete.Wall may also be constructed of any UL Classified Concrete Blocks'.Max diam of opening Is 18 in..(457 mm). U Uncerwriters Lalwralories,Ince. F Rating2 Hr F Rating2 Hr Underwriters Laborater+es, Inc F Ratings—2 and 3 Hr(See Item 4) F Ratings—2 and 3 Hr(See Item 4)I See Concrete Blocks(CAZT)Category in the Fire Resistance Directory for names of manufacturers. to UL 1479 and CAWULC-x115 _ — 2.Cables—Within the loading area for the firestop device,the cables may represent a 0 to 100 percent visual fill.Cables to be tightly bundled to UL 1479 and CANlULC-6115 2.Metallic Sleeve—(Optional)—Nom 18 in. 457 mm diam or smaller Schedule 10 or heavier steel sleeve cast or routed into floor or wall T Ratings—0 and 1/2 Hr(See Item 2) FT Ratings---0 and 112 Hr(See Item 2) rigidly supported y. y combination of the following types of cables may be used I g— g – ( P ) ( ) ( ) ( ) 9 within the device and r ld su rted on both sides of floor or wall assembly An gyp y T Rabin 0 Hr FT Rating 0 Hr A.Max 100 pair No.24 AWG(or smaller)copper conductor telecommunication cable with polyvinyl chloride(PVC)jacketing and insulation. assembly,flush with floor or wall surfaces or extending a max of 3 in.(76 mm)above Poor or beyond both surfaces of wall. L Rating At Ambient—4 CFM/sq ft FH Ratings—2 and 3 Hr(See Item 4) 3.Through'Penetrants—One metallic pipe or tubing to be centered within the firestop system.Pipe or tubing to be rigidly supported on both L Rating At Ambient—Less Than 1 CFM(See Item 2) FH Rating—2 Hr B.Max 71C No.12 AWG copper conductor control cable with PVC or XLPE jacket and insulation. ---.- sides of floor or wall assembly.The following types and sizes of metallic pipes or tubing may be used C.Max 410 AWG Type RHH ground cable. L Rating At 400 F—Less Than 1 CFM/sq ft FTH Rating—0 Hr D.Max 4 pr No.22 AWG Cat 6 computer cables. A.Steel Pipe—Nom 4 in.(1 02 mm)diam(or smaller)Schedule 5(or heavier)steel pipe. L Rating At 400 F—Less Than 1 CFM(See Item 2) FTH Ratings—0 and 112 Hr(See Item 2) E.Max RG 61U coaxial cable with fluorinated ethylene insulation and jacketing. L Rating At Ambient—4 CFM/sq ft B.Copper Pipe—Nom 4 in.(1 02 mm)diam(or smaller)Regular(or heavier)copper tubing. F.Fiber optic cable with polyvinyl chloride(PVC)or polyethylene(PE)jacket and insulation having a max diam of 1/2 in.(13 mm). L Rating At 400 F—Less Than 1 CFM/sq ft C.Copper Tubing—Nom 4 in.(1 02 mm)diam(or smaller)Type L(or heavier)copper tubing. G.Max 201C No.22 AWG shielded anter cable with PVC jacket. 4.Tube Insulation—Plastics+—Min 1/2 in.(13 mm)to max 314 in.(19 mm)thick acrylonitrile butadienelpolyvinyl chloride(AB/PVC)flexible 0 L Rating At Ambient—Less Than 1 CFM(See Item 2} P 1 foam famished in the form of tubing.Nom 1 in.(25 mm)thick ABIPVC flexible foam insulation may be used for max 2 hr F and FH Ratings H,Through-Penetrating Product'—Two copper conductors No. 18 AWG(or smaller)Rower or Non Power Limited Fire Alarm Cable with or metal armor. when max 3 in.(76 mm)diam pipe or tubing is used.The annular space shall be min 112 in.(13 mm)to max 12 in.(305 mm).When max without a jacket under a L Rating At 400 F—Less Than 1 CFM(See Item 2) AFC CABLE SYSTEMS met 3 annular space exceeds 1-1/2 in.(38 mm)the F and FH Ratings are 2 hr. INCI.Max 1/4 in.(6 mm)diameter S-Video Cable consisting of 2 max 24 AWG 75 ohm coax or twisted pair cable with PE insulation and PVC jacket lA See Plastics+(QMFZ2}Category in the Recognized Component Directory far names of manufacturers.Any Recognized Component tube J.Through Penetrating Product'--Any Cables,Metal-Clad Cable+or Armored Gable+currently Classified under the Through Penetrating 56 F log insulation material meeting the above specifications and having a UL 94 Flammability Classification of 94-SVA may be used. 2 Products category. 1 5.Firestop System—The firestop system shall consist of the following: See Through Penetrating Product(XHLY)category in the Fire Resistance Directory for names of manufacturers. 2 A.Packing Material--Min 4 in.(102 mm)thickness of min 4 pcf(64 kglm3)mineral wool batt insulation firmly packed into opening as a K.Max 3TC No 12 AWG MC Cable. permanent form,Packing material to be recessed from top surface of floor or from both surfaces of wall as required to accommodate the The T,FT and FTH Ratings for the firestop system are 1/2 hr except that when cable types 2J or 2K are used,the T,FT and FTH Ratings are 0 hr. _ required thickness of fill material. 4 See Table below for L Ratings. c a B.Fill,Void or Cavity Material`—Sealant—Min 1/4 in.(6 mm)thickness of fill material applied within the annulus,flush with top surface of 1 - floor or with both surfaces of wall.When max annular space exceeds 1-1/2 in.(38 mm)the min thickness of fill material is 1/2 in.(13 mm). Cn ! 3 Max L Rating,CFM/Sq Ft L Rating CFM HILTI CONSTRUCTION CHEMICALS,DtV OF HILTI INC—FS-One Sealant or FS-ONE MAX Intumescent Sealant cc Cable Cable Type *Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employingthe UL or cUL Certification such as Canada . - Fill Ambient 400'F Ambient 400'F P 1 ( ). respectively. 0% — 1 2 Less Less than 1 than 1 I �A 6 3 I AEvt51C1Ns r_ 100°10 Any cables(Item 2)in any 7 7 Less Less r A 1::�a rn combination than 1 than 1 4 SECTION A-A 16-OCT-2018 BUILDING PERMIT RESUBMITTAL r- 3.Firestop Device'—Firestop device consists of a corrugated steel tube with an inner plastic housing,intumescent material rings,tightly twisted ISSUES 1Z 3 inner fabric smoke seal,flanges and gasket material(not shown).Firestop device to be installed in accordance with the accompanying installation lr\\ instructions.Device slid into floor or wall such that ends project an equal distance from the approximate centerline of the assembly.The annular 0 0 space between the device and the periphery of the opening shall be min 0 in.(point contact).Device provided with flange(s)that are spun PROJECT NUMBER DRAWN 8Y CHECKED BY clockwise onto device threads,over gasket material butting tightly to top side of floor or both sides of wall.In floors,when FS-ONE Sealant is usedIV 16761 KT RLC ur) and installed flush with bottom of floor,device flange shall be threaded tightly to bottom side of floor.In floors,device flange to be secured to floor UI with min two 1-114 in.(32 mm)long steel masonry screws or anchors.As an altemate to gasket material,sealant(item 4)may be used. ,—1 HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC—CP 653 and CP 653 BA 2"Speed Sleeve,CP 653 and CP 653 BA 4"Speed Sleeve N 4.Fill,Void or Cavity Material*—As an altemate to gasket material(see Item 3),min 1/2 in.(13 mm)thickness of fill material applied within the ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE N annulus between firestop device and periphery of opening,flush with top surface of floor or both sides of wall.As an option,when FS-ONE THE ORIGINAL AND UNPUBLISHED WORK Of THE ARCHITECT AND MAY +� NOT 6E DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN � Sealant is used,the fill material can be installed flush with bottom of floor.For L Ratings when sealant is used,an additional 114 in.(6 mm)bead ._t� 1.Floor or Wall AssemblyMin 2-1/2 in. 64 mm thick reinforced lightweight or normal weight 100-150 f or 1660.2400 k m3 concrete.Wall CONSENT Of THE ARCHITECT. 3 — ( ) 9 ( ) of fill material is applied at the devicelfloor or devicelwall interface on top or bottom side of Floor or both sides of wall assembly prior to installing a) may also be constructed of any UL Classified Concrete Blocks'.Opening in floor or wall to be max 3 ln,(76 mm)diam for 2'device and max 5 in. flanges.ce �zota Hill ARCHtr€ccs (127 mm)diam for 4'"device. HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC—CP 618 Firestop Putty,FS-ONE Sealant or FS-ONE MAX Intumescent Sealant. U See Concrete Blocks(CAZT)category in the Fire Resistance Directory for names of manufacturers. *indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), ¢ 1A.Floor Assembly—(Not Shown)—As an alternate to Item 1,fire-rated unprotected concrete and steel floor assembly may be used.Floor respectively. a 2: assembly to be constructed of the materials and in the manner described in the individual 0900 Series Floor-Ceiling Design in the UL Fire FIR 1 tf 1 T PENETRATION Q Resistance Directory and shall include the following construction features: ret A.Concrete—Min 2-1/2 in.(64 mm)thick reinforced lightweight or normal weight(100-150 pcf or 1600-2400 kg1m3)concrete. e B.Steel Floor and Form Units—Composite or noncomposite max 3 in.(76 mm)deep fluted galv units as specified in the individual DETAILS �0 Floor-Ceiling design.Opening in floor or wall to be max 3 in.(76 mm)diam for 2"device and max 5 in.(127 mm)diam for 4"device. 0 c 0ML–SReproduced by HiLTi,Inc.Courtesy of I 7 Reproduced by HILTI,Inc.Courtesy of Reproduced by HILTI,Inc.Courtesy of Reproduced by HILTI,Inc.Courtesy of 1.4 0INJ Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. !!A Underwriters Laboratories,Inc. Laboratories,Underwriters Laatories,Inc. o May 26,2016 May 26,2016 January 14,2015 January 14,2015 - Hilt% Firestop Systems Page: 1 of 2 Hill Firestop Systems Page: 2 of 2 Hilti Firestop Systems I Page: 1 of 2 Hilti Firestop Systems I Page: 2 of . . ..-. �6 A832 ro - — — __o - — - — 11111111111111111111111111 .- -�� 10 0 9 • 8 0 7 0 6 0 5 0 4 0 3 0 2 • 1 I 10 IN 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 IIIIIIIIIIIIIIIIIIIIIIIIIIII SSIP T T SS N iR r NOTES: �` ' System No. C-AJ-5091 System No. C-AJ-5091 C`� '�,S System No. C-AJ-6042 �` �� System No. C-AJ-7051 1. penetration Details shown are typical details, Refer to the Fisted system detail for complete system requirements, �� d Q ANSIIUL1479(ASTM E814) CAN/ULC S115 Q C 9 US ANSIIUL1479(ASTM E814) CANIULC S115 4 YP y p y Classir"edby ANSIIUL1479(ASTM E814) CAN/ULC S115 U V Classfiedby I - V Ctasstedby .. - U If field Conditions do not match requirements of details, approved alternate details shall be utilized. Verify design Underwriters Laboratories,Inc. - - Underwriters Laborabnes.Inc. I F Rating-2 Hr F Rating-2 Hr underwriters Laboratories Inc F Rating-3 Hr F Rating-3 Hr to UL 1479 andCAWULC-5115 plating-2Hr F Rating-2Hr to UL1479andCANIULC•$115 to UL1479andCANIULC-S115 requirements,field conditions and dimensions for compliance with details, including but not limited to the following; I -- - -- - ---- - - -- - -- I T Racing-0 Hr FT Rating-0 Hr T Rating-1 Hr FT Rating-1 Hr Fire Rating (F-Rating} T Ratings-0 and 1 Hr(See Items 2 and 4) FT Ratings-0 and 1 Hr(See Items 2 and 4)I 3.Through Penetrants-One metallic pipe or tubing to be installed either concentrically or eccentrically within the firestop system.Pipe or tubing to j T be rigidly supported on both sides of floor or wall assembly.The following types and sizes of metallic pipes or tubing may be used: I FH Rating-2 Hr FH Rating-3 Hr Temperature Rating (T-Rating) 1 L L Racing At Ambient-4 CI ft FH Rating-2Hr A,Steel Pi 305 mm diam or smaller Schedule 10 or heavier steel I Re Nom 12 in.( ) ( ) { ) pipe. I FTH Rating-OHr FTH Rating-1 HR Leakage Rating (L-Rating) L Rating At 400 F-Less Than 1 CI ft I Ratings-0 and 1 Hr(See Items 2 and 4) B.tron Pipe-Nom 12 in.(305 mm)diam(or smaller)cast or ductile iron pipe. Water Rating (W-Rating) A R C H t T E C T 5 L Rating At Ambient-4 CFM/sq ft C.Copper Pipe-Nom 6 in.(1Annular Space 52 mm)diam(or smaller)Regular(or heavier)copper pipe, y D.Copper Tubing-Nom 6 in.(152 mm)diam(or smaller)Type L(or heavier)copper tubing. A L Rating At 400 F-Less Than 1 CFMIsq ft 4.Pipe Covering-Mtn 112 in.(13 mm)to max 2 in.(51 mm)thick hollow cylindrical heavy density(min 3.5 pcf or 56 kglm')glass fiber units 3A �A 1 Percent Fill 1 7 5 0 F L A N K E N S H 1 >' R O A L7 jacketed on the outside with an all-service jacket.Longitudinal joints sealed with metal fasteners or factory-applied,self-sealing lap tape. 2 2 Movement S U I T E 4 0 0 A 56 Transverse joints secured with metal fasteners or with butt tape supplied with the product.The annular space between the insulated pipe and the W _J 313 Type and thickness of fire rated edge of the periphery of the opening shall be min 112 in.(13 mm)to max 12 in.(305 mm).When thickness of pipe covering is less than 2 in.(51 � 3A F_ 1 , - . . . . 4 construction. W E S T L I N N . O R E G O N 9 7068 mm):the T Rating for the frestop system is 0 hr. Minimum &maximum width of Joints. TEL 503 . 305 . 8033 FAX 50 X05 . 504 See Pipe.Equipment Covering-Materials-(BRGU)category in the Budding Materials Directory for names of manufacturers,Any pipe ° �, covering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a � � '__!f::::2 1 smoke Developed Index of 50 or less may be used. /Y 1 ° i . . I 1 3. If alternate details matching the field conditions are not available, manufacturer's engineering judgment drawings 11 I 4A,Pipe Covering-(Not Shown)-As an alternate to Item 4,max 2 in.(51 mm)thick cylindrical calcium silicate(min 14 pcf or 224 kglm')units �� rI : I are acceptable subject t0 approval by the Authority Having ]Urlsdlction (AH]}, Contact Hilti Inc. for alternative i I sized to the outside diam of the pipe or tube may be used.Pipe insulation secured with stainless steel bands or min 18 AWG stainless steel wire a - . ■ I systems or Engineering .judgment (800-879-8000), Drawings shall follow the International Firestop Council (IFC) ■ � ' I spaced max 12 in.(305 mm)OC.The annular space shall be min 112 in.(13 mm)to max 12 in.(305 mm). •/ I/ / / I / / /II / - Guidelines for Evaluating Firestop Systems Engineering Judgments. ■ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ` q 5.Firestop System--The firestop system shall consist of the following: - ° ^11 I I A.Packing Material-Min 4 in.(102 mm)thickness of min 4 pcf(64 kglm')mineral wool batt insulation firmly packed into opening as a ° a ° . 3A /�jI permanent form.Packing material to be recessed from top surface of floor or from both surfaces of wall as required to accommodate the ,/ ' 4. References; Irequired thickness of fill material. ' �4 �',�-- yZ2017 Underwriter's Laboratories B.Fill,Void or Cavity Material"-Sealant-Min 112 in.(13 mm)thickness of fill material applied within the annulus,flush with top surface of I Fire Resistance DirectoryI floor or with both surfaces of wall. � SECTIONA-A L__} ASECTIONA-'4Volumed &2. ` � -, 11 ` HILTP CONSTRUCTION CHEMICALS,DIV OF HILTI INC-F5-One Sealant or FS-ONE MAX Intumescent Sealant A J 'Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), NFPA 101 Life Safety Code respectively. NFPA 70 - National Electric Code 1.Floor or Walt Assembly-Min 4-112 in.(114 mm)thick reinforced lightweight or normal weight(100-150 pcf or 1600.2400 I concretefloor Building code, A or wall.Wall may also be constructed of any UL Listed Concrete Blocks'.Max area of opening is 240 in.2(1548 mm2)with max dimension of 30 1.Floor or Wall Assembly-Min 4-112 in.(1 14 mm)thick reinforced lightweight or normal weight(100-150 pcf or 1600-2400 kg/m3)concrete floor cD 4 in.(762 mm). or min 5-112 in.(140 mm)thick lightweight on normal weight concrete wall.Wall may also be constructed of any UL Classified Concrete Blocks'. 5, Firestop System installation to meet requirements of ASTM E-814 (UL 1479) tested assemblies that provide a fire �D 3 SECTION A-A See Concrete Blocks(CAZT)in the UL Fire Resistance Directory for names of manufacturers. Max area of opening is 1024 in,sq(6606 cm2)with a max dimension of 32 in.(813 mm). rating equal or greater to that of construction being penetrated, 2.Busway-One nom 23 in.(584 mm)wide(or smaller)by 4.112 in.(1 14 mm)deep,or max two nom 11-114 in.(286 mm)wide(or I See Concrete Blocks(CAZT)category in the Fire Resistance Directory for names of manufacturers. smaller)by 4-112 in.(114 mm)deep,"I"shaped aluminum enclosure containing factory mounted aluminum bars rated for 600 V,4000A or copper 2.Steel Duct-Nom 30 by 30 in.(762 by 762 mm)by No.24 gauge(or heavier)gale steel duct.One steel duct to be positioned within the firestop bars rated for 600 V,5000 A.When two busways are installed,they shall be placed end to end and the annular space between busways shall be system.The annular space shall be min 114 in.(6 mm)to max 1-314 in.(44 mm).Duct to be rigidly supported on both sides of floor or wall 6. Label rated through-penetration assemblies prominently with a Hilti Firestop Label equipped with a 'QR code with min 112 in.(13 mm).The annular space between busways and periphery of opening shall be min 114 in.(6 mm)to max 5-314 in.(146 mm). assembly. the following information. Busways to be rigidly supported on both sides of floor and wall assembly.The busways shall bear the UL Listing Mark and shall be installed in 3.Firestop System-The firestop system shall consist of the following: Warning! - Do Not Disturb accordance with the National Electrical Code,NFPA No,70. A.Packing Materials Min 3-112 in.(89 mm)thickness of min 4 pcf(64 kg/m3)mineral wool batt insulation firmly packed into opening as a Through Penetration Fr t 1.Floor or Wall Assembly-Min 4-112 in.(11 14 mm)thick reinforced lightweight or normal weight(100-150 pcf or 1600-2400 kglm')concrete.Wall 3.Firestop System--The firestop system shall consist of the following: permanent form between the bare steel duct and the periphery of the opening.Packing material to be recessed from top surface of floor or houghFirestop Op may also be constructed of any UL Classified Concrete Blocks`.Max diam of opening is 29 in.(737 mm), A.Fill,Void or Cavity Material'-Fire blocks installed with 5 in.(127 mm)dimension passed through the opening and centered within the both surfaces of wall as required to accommodate the required thickness of fill material. System See Concrete Blocks(CAZT)category in the Fire Resistance directory for names of manufacturers. thickness of the floor or wall.In concrete black walls,fire block to fill entire thickness of wall opening unless wall is solid filled.Blocks to be B.Fill,Void or Cavity Material'-Sealant-Min 1 in.(25 mm)thickness of fill material applied within the annulus,flush with top surface of floor UL System # * Product(s) used 2.Metallic Sleeve-(Optional)-Nom 30 in.(762 mm)diam(or smaller)Schedule 10(or heavier)steel pipe sieeve cast or grouted into floor or firmly packed and completely fill the entire area of opening between and around busways. or with both surfaces of wall. Hourly Rating (F-Rating) ■ wall assembly,flush with floor or wall surfaces or extending a max of 3 in.(76 mm)above floor or beyond both surfaces of wall.if the steel sleeve HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC-CFS-BL Firestop Block HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC-CP 606 Flexible Firestop Sealant,FS-ONE Sealant or FS-ONE MAX Intumescent Installation Date IN extends beyond the top surface of the floor or both surfaces of the wall,the T Rating of the firestop system is 0 hr. B.t=ill,Void or Cavity Material'_(Not Shown)-Fill material to be appl!ed to maximum extent possible within the opening between and around Sealant Name 2A.Sheet Metal Sleeve-(Optional)-Max 6 in.(152 mm)diam,min 26 ga gal)steel provided with a 26 ga galy steel square flange spot welded 10 busways and fire block to fill any voids.This fill material is to be applied from the top surface of the floor assembly or both surfaces of wall 4.Steel Retaining Angle-Nom 2 in.by 2 in.(51 by 51 mm)by No.16 gauge(or heavier)steel angles attached to ail four sides of the steel duct on Contractor's a the sleeve at approximately mid-height,or flush with bottom of sleeve in floors,and sized to be a min of 2 in.(51 mm)larger than the sleeve diam. assembly. the top surface or both surfaces of the wall.The angles shall be attached with No.8(or larger)steel sheet metal screws spaced max of 1 in.(25 The sleeve is to be cast in place flush with bottom surface of floor and may extend a max of 1 in,(25 mm)above the top surface of the Poor. HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC-FS-ONE Intumescent Sealant or FS-ONE MAX Intumescent Sealant. mm)from each end and a max of 3 in.(76 mm)OC. 7. For outlet boxes requiring protection, use only Wall Opening Protective Materials, category CLIV as classified by 2B.Sheet Metal Sleeve-(Optional)-Max 12 in.(305 mm)diam,min 24 ga gal)steel provided with a 24 ga gaty steel square fange spat welded Underwriter's Laboratories, Fire Resistance Directory (Volume 1). to the sleeve at approximately mid-height,or flush with bottom of sleeve in floors,and sized to be a min of 2 in.(51 mm)larger than the sleeve 'Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), 'Indicates such products shall bear the UL or cUL Certification Mark far jurisdictions employing the UL or cUL Certification(such as Canada), diam.The sleeve is to be cast in place flush with bottom surface of focr and may extend a max of 1 in.(25 mm)above the top surface of the floor, respectively. respectively. / 7 .__ __.. .. . . _ _ ... ...... .._.... V - Reproduced b HILTI, Inc.Courses of Reproduced b HILTI,Inc_Courtesy of 1wr; I� I Re roduced b HILTI,Inc.Courtesy of Reproduced b HILTI,Inc.Courtesy of P Y Y P Y Y p Y Y P Y Y u�1� Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. '-L- Hilti FirestopSystems January 13,2015 Hilts Firestop Systems January 13,2015 Hilti Firestop Systems April 26,2017 Hilti Firestop Systems January 14,2015 a1 Y Page: 1 of 2 P Y I Page: 2 of 2 P Y P Y . E (%,�*� ssrF SstF U, O v 0 '� System No. C-AJ-7084 CD Q ` System No. C-AJ-7145 ti U�ssrfi'� System No. C-AJ-8099 � System No. C-AJ-8099 00 G V,w US ANSIIUL1479 ASTM E814 CAN/ULC S115 < o US ANSIIUL1479(ASTM E814 a C US Q a ( } ) CAN/ULC S115 Cla siAedby U classified by U C"assaredby ANSIIUL1479(ASTM E814) CAN/ULC 5115 0 U UrrOerr �rs Lat»ratarbo rel F Rating-2Hr F Rating-2 Hr Underwriters Laboratories,Inc. F Rating-2 Hr F Rating-2 Hr Underwriters Laboraiornes Inc. ■ to UL 1479 and CANiULC.4115 T Rating-0 Hr FT Rating-D Hr to UL 1479 and CANIULC-5115 T Rating-1-314 Hr _. ..-.._ FT Rating-1-314 Hr :o UL 1479 and CAwvLC-5115 F Rating-3 Hr F Rating-3 Hr 1.)Nom 2 in.(51 mm)diam(or smaller)steel flexible metal gas piping,Plastic covering on piping may or may not be removed on both sides ■ T Ratings-0 and 314 Hr(See Item 2) FT Ratings-0 and 314 Hr(See Item 2) of floor or wall assembly. FH Rating-2 Hr FH Rating-2 HrOMEGA FLEX INC . . .- ... -.- - _. -. . --_ FH Rating-2Hr 2.)Nom 1 in.(25 mm)diam(or smaller)steel flexible metal gas piping.Plastic covering on piping may or may not be removed on both sides I Rating-0 Hr FTH Rating-1-314 Hr . . . .. ... . . ._. .. FTH Ratings-0 and 314 Hr(See Item 2) of Roar or wall assembly. 3 GASTITE,DIV OF TITEFLEX F'"' A 4C t) 3.)Nom 2 in.(51 mm)diam(or smaller)steel flexible metal gas piping.Plastic covering on piping may or may not be removed on both sides A I - \1► 2 A of floor or wall assembly. �--1 2 r /1 3E Sg WARD MFG L L C ` �J_� 58 1 The hourly T Rating is 314 hr when a pipe or tube with fiber-glass insulation is used,or 0 hr when a pipe or tube,a pipe or tube with AB/PVC �/ 3S 4C 4B insulation or a cable bundle is used.T he T Rating is 0 hr when metallic penetrants without pipe insulation are used. r�--i LU 313 2 i� /� "ilii 3.Pipe Insulation-(Optional)-The following types of pipe insulation may be used with metallic penetrants(Items 2A.2B,2C,2D and 2F): w 1 // j A.Pipe Covering'-Nom 1 in.(25 mm)thick(or thinner)hollow cylindrical heavy density(min 3.5 pcf or 56 kg/m3)glass fiber units jacketed on w the outside with an all servicejacket.Longitudinal joints sealed with metal fasteners or factory-applied self-sealing lap tape.Transverse joints :� d secured with metal fasteners or with butt tape supplied with the product. 4A See Pipe and Equipment Covering-Materials(BRGU)category in the Building Materials Directory for names of manufacturers.Any pipe l Z 1 4A / j 2 covering material meeting the above specifications and bearing the UL Classifioa tion Marking with a Flame Spread Index of 25 or less and a O Smoke Developed Index of 50 or less may be used. � � J Ir - 5A B.Tube Insulation-Plastics+++-Nom 314 in.(19 mm)thick(or thinner)acrylondrile butadienelpolyvinyl chloride(AB/PVC)flexible foam O r 4B \ 4 furnished in the form of tubing. 3A 3A A SECTION A-A See Plastics-(QMFZ2)category in the Plastics Recognized Component Directory for names of manufacturers.Any Recognized Component � `2 SECTION A-A tube insulation material meeting the above specifications and having a UL 94 Flammability Classification of 94-5VA may be used, � < n_ 1.Floor or Wall Assembly�-Min 4-112 in.(11 14 mm)thick reinforced lightweight or normal weight(100-150 pcf or 1600-2400 kg/m3)concrete.Wall 4.Cables-Max 2 in.(51 mm)diam tight bundle of cables installed within the opening and rigidly supported on both sides of floor or wall F:^- d may also be constructed of any UL Classified Concrete Blocks'.Max area of opening is 17.8 ft2(1.65 m2)with max dimension of 64 in.(1.6 m). assembly.The space between the cables and periphery of the opening shall range from min 2 in.(51 mm)to max 4 in.(102 mm).Any � I a' ■ A See Concrete Blocks(CAZT)category in the Fire Resistance Directory for names of manufacturers. combination of the following types and sizes of metallic conductor of fiber optic cable may be used: ■ � r � j M 2. Steel Duct-Max 60 by 36 in.(1524 by 914 mm)steel duct Steel gauge of duct shall conform with SMACNA requirements.One duct to be A.Max 500 limit single copper connector power cable with thermoplastic insulation and polyvinyl chloride(PVC)jacket. WZZ installed concentrically or eccentrically within the firestop system.The annular space between steel duct and edges of opening shall be min 2 in. B.Max 300 pair No.24 AWG copper conductor telecommunication cables with PVC insulation and jacket material. > > SECTION A-A (51 mm)to max 6 in.(152 mm)when max duct dimension is 28 in.(711 mm).Otherwise,max annular space is 2-112 in.(64 mm).Steel duct to be C.Max 71C copper conductor No.12 AWG �muiiiconductor power and control cables with PVC or cross-linked polyethylene(XLPE)insulation < rigidly supported on both sides of four or wall assembly. and PVC jacket. Ca 0 1.Floor or Wall Assembly-Min 4-112 in.(114 mm)thick reinforced lightweight or normal weight(100-150 pcf or 1600-2400 kglm3)concrete floor Z Z Multiple fiber opticalcommunication h n vin m m f 11 in. ry nl 1.Floor or Wall Assembly Min 4-1/2 in.(1 14 mm)thick reinforced lightweight or normal weight(100-150 pcf or 1600-2400 kglm3)concrete.Wall 3.Batts and Blankets Nom 2 in.(51 mm)thick light density(min 314 pcf or 12 kglm3)glass fiber blanket insulation jacketed on the outside with a D uitlp a floe opt ca cables jacketed with PVC and having a ax outside diam o 2 or min 5 in.(127 mm)reinforced lightweight or normal weight concrete wall.Wall may also be constructed of any UL Classified Concrete Blocks'. r Floor may also be constructed of any min 6 in.(152 mm)thick UL Classified hollow care Precast Concrete Units'.Max area of square,rectangular I- may also be constructed of any UL Classified Concrete Blocks'.Max diam of opening is 21-314 in.(552 mm). foil-scrim-kraft facing.Longitudinal and transverse joints sealed with fail-scrim-kraft tape.Nom annular space between insulated steel duct and E.Max 31C capper conductor No. 12 AWG with bare aluminum ground,PVC Insulated steel Metal Clad cable. („J� � See Concrete Blocks(CAZT)category in the Fire Resistance Directory for names of manufacturers. periphery of opening to be point contact to max 112 in.(13 mm)prior to installation of packing material(Item 4A).When max duct dimension is 28 5.Firestop System-The firestop system shall consist of the following: U or circular opening is 192 sq in.(1239 cm2)with max dimension of 24 in.(61 cm).When Precast Concrete Unit floors are used,max area of i 1 between insulated steel du h A.PackingMaterial-Min 4 in. 102 mm thickness of min 4 cf 64 k Im3 mineral wool bait insulation firm) packed into opening as a I CD u- 2.Through Penetrant-Galy steel duct to be installed concentrically or eccentrically within the firestop system.The annular space between the n.(7 1 mm),max annular space s .tee duct and periphery of opening is 4 in.(102 mm)prior to installation of packing material square,rectangular or circular opening is 49 sq in.(316 Cm2)with max dimension of 7 in.(17.8 crrt. ( ) p ( kg/m3) Y P p 9 11 duct and periphery of opening shall be 0 in.(point contact)and max 1-112 In.(38 mm).Duct to be rigidly supported on both sides of wall assembly. (Item 4A). q 9 ) permanent form.Packing material to be recessed from top surface of floor or both surfaces of wall to accommodate the required thickness of ! `r- See Concrete Blocks(CAZT)and Precast Concrete Units(CFTV)categories in the Fire Resistance Directory for names of manufacturers. Baits n Blankets KN category in the Building Materials it 1 f r f fill material When Precast Concrete Unit floors are used packing material shall be Installed at a thickness equal to the thickness of the floor A.Spiral Wound HVAC Duct-Nom 20 in.(508 mm)diam(or smaller)No.24 MSG(or heavier)gale steel spiral wound duct. See a s a d a etc(B V)ca e9 ry g D ec cry o names o manufacturers.Any batt or blanket meeting the above ,p g q 2.Through-Penetrant-One or more pipes or tubes to be installed within the opening,The total number of through-penetrants is dependent on the B.Sheet Metal Duct-Nom 12 in.(305 mm)diam(or smaller)No.28 MSG(or heavier)gale sheet steel duct. specifications and bearing the UL Classification Marking with a Flame Spread value of 25 or less and a Smoke Developed value of 50 or less may minus 112 in.(13 mm),tush with bottom surface of floor. size of the opening and types and sizes of the penetrants.Any combination of the penetrants described below may be used provided that the in 3.Firestop System-The firestop system shall consist of the following: be used. following parameters relative to the annular spaces and the spacings between the pipes are maintained.The separation between cable bundle, B.Fill Void or Cavity Materials'-Sealant-Min 112 in.(51 mm)thickness of fill material applied within the annulus,flush with top surface of Cn A.Packing Material-Min 3-112 in.(89 mm)thickness of min 4 pcf(64 kglm3)mineral wool batt insulation firmly packed into opening as a 4.Firestop System-The firestop system shall consist of the following: floor or with both surfaces of wall. tubes and insulated tubes shall be a min 112 in.(13 mm)to max 3-118 in.(79 mm).The annular space between penetrants and the periphery of Q permanent form.Packing material to be recessed from to surface of floor or both surfaces of wall to accommodate the required thickness of A.Packing Material-Min 4 in. 102 mm thickness of min 4 pcf 64 k Im3 mineral wool bait insulation firmly packed into annular space such HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC-FS-ONE Sealant or FS-ONE MAX Intumescent Sealant. p 9 p q 9 ( ) p ( g ) Y P P opening shall be a min 112 in.(13 mm)to max 5 in.127 mm).Pipes or tubes to be rigidly supported on both sides.of Poor or wall assembly.The fill material. that glass fiber blanket insulation on steel duct is compressed to a maximum overall thickness of 112 in.(13 mm) Packing material to be following types and sizes of metallic pipes or tubes may be used. Z 7 B.Fill,Void or Cavity Material'-Sealant-Min 1 in.(25 mm)thickness of fill material applied within annulus,flush with top surface of floor or recessed from top surface of floor and from both surfaces of wall to accommodate the required thickness of fill material. +++Bearing the UL Recognized Component Marking A.Copper Tubing-Nom 3 in.(76 mm)diam(or smaller)Type L(or heavier)copper tube. � both surfaces of wall assembly.At the point contact location between duct and periphery of opening,a min 112 in.(13 mm)diam bead of B.Fill,Void or Cavity Material'-Sealant-Min 112 in.(1r� 3 mm)thickness of fill material applied within the annulus,Push with top surface of B.Copper Pipe-Nam 3 in.(76 mm)diam(or smaller)Regular(or heavier)copper pipe. CNA sealant shall be applied at the concrete/duct interface. floor and both surfaces of wall. 'Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing tate UL or cUL Certification(such as Canada), HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC-FS-0NE Sealant,FS-ONE MAX Intumescent Sealant,CP601S Elastomeric HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC-FS-ONE Sealant or FS-ONE MAX Intumescent Sealant C.Steel Pipe-Nom 3 in.(76 mm)diam(or smaller)Schedule 10 iro(orn heavier}steel pipe. respectively. �` Firestop,Sealant,CP606 Flexible Firestop Sealant,CP 604 Self-Leveling Firesto Sealant,CFS-S SIL GG Sealant or CFS-S SIL SL Sealant. C.Retaining Angles-Min 2 b 2 in. 51 b 51 mm No. 16 a or heavier alv steel angles.Angles attached to all four sides of steel D. Iron Pipe-Nom 3 in.(76 mm)diam(of smaller)cast or ductile iron pipe. I P 9 p g 9 Y ( Y � g ( )g 9 g E.Conduit-Nom 3 in.(76 mm)diam(or smaller)electric metallic tubing(EMT)or steel Conduit. (Note:CP 604 Self-Leveling Firestop Sealant and CFS-S SIL SL Sealant to be used on floor assemblies only.) duct,through glass fiber blanket insulation,on top surface of floor or on both surfaces of wall with No.10(or larger)steel sheet metal screwsF.Flexible Steel Conduit+-Nom 1 in.(25 mm)diameter(or smaller)flexible steel conduit. +Bearing the UL Lisfing Mark spaced 1 in.(25 mm)from each end and max 4 in.(102 mm)OC. See Flexible Metal Conduit(DXUZ)category in the Electrical Construction Material Directory for names of manufacturers. 'Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), 'Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), G.Through Penetrating Product`-Flexible Metal Piping-The following types of steel flexible metal gas piping may be used. l IN respectively. respectively. I■ !`W_ THIS WIDTH SHOULD BE 3" - i Reproduced by HILTI,Inc.Courtesy of Reproduced by HILTI,Inc.Courtesy of ;3Reproduced by HILTI,Inc.Courtesy of Reproduced by HILTI,Inc.Courtesy of Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. 2015 January 28,2015 January 13,2015 January 15,2015 January 15, Hilti Firestop Systems Hilti Firestop Systems Hilti Firestop Systems I Page: 1 of 2 Hilti Firestop Systems I Page: 2 of 2 " U`�,�SrF 0 System No, C-AJ-8143 � System No. C-AJ-8143 m Gus a a Classified by ANSIlUL1479(ASTM E814) CAI LC S115 'U B.Cables Bundles-Max 4 in.(102 mm)diam tightly bundled cables.Any combination of the following types and sizes of cables may be used:_� to1rriters9,Laboratories.+nc. F Ratin 2Hr F Ratin 2Hr 1.Max 500 limit single copper or aluminum conductor ower cable with thermoplastic insulation andpolyvinyl chloride PVC jacket. to UE 1479 and CP,Nrt1LC-Ills 9- 9- 9 PPe P P (PVC) T Rating-0 Hr FT Rating-0 Hr 2.Max 300 pair No.24 AWG copper conductor telecommunication cables with PVC insulation and jacket material. 3.Max 71C copper conductor No.12 AWG multi-conductor power and control cables with PUC or cross-linked polyethylene(XLPE)insulation FH Rating-2 Hr and PVC jacket. FTH Rating-0 Hr I 4.Multiple fiber optical communication cables jacketed with PVC and having a max outside diam of 112 in. .. 5.Max 31C No. 12 AWG steel clad cable with copper conductors and PVC insulation material. C.Individual Cables-Any of the following types and sizes of individual(non-bundled)cables may be used: 1.Max 31C No.210 AWG(or smaller)copper conductor PVC jacketed aluminum clad or steel clad TECK 90 cable ■ 2 2 3 2 3 2 2.Through Penetrating Product'-Any cables,Armored Cable+or Metal Clad Cable+currently Classified under the Through Penetrating - Product category. See Through Penetrating Product(XHLY)category in the Fire Resistance Directory for names of manufacturers. A A 3.Max 500 limit single copper or aluminum conductor power cable with thermoplastic insulation and polyvinyl chloride(PVC)jacket. 0 `0 �``-'f 4.Max 300 pair No.24 AWG copper conductor telecommunication cables with PVC insulation and jacket material. �\.G (_, �y�/ 5.Max 71C copper conductor No.12 AWG multi-conductor power and control cables with PVC or cross-linked polyethylene(XLPE)insulation ' and PVC jacket. 8 ' 6.Multiple fiber optical communication cables jacketed with PVC and having a max outside diam of 112 in. 0 . 7.Max 31C No. 12 AWG steel clad cable with copper conductors and PVC insulation material. 8.Max 4C1750 limit(or smaller)aluminum or copper conductor metal clad cable with aluminum or steel armor,with or without PVC jacket. 1 3A D.Cable Tray'-(Not Shown)-Max 24 in.(610 mm)wide by 6 in.(11 52 mm)deep open-ladder steel or aluminum cable tray.Aggregate 413 cross-sectional area of cable tray to be max 40 percent of the cross-sectional area of the cable tray based on a max 3 in.cable loading depth. `° Any combination of the types and sizes of cables described in Item 26 may be used.Cable tray to be rigidly supported on loth sides of floor or co wall assembly. 3.Pipe insulation-(Optional)-Pipes and tubes of the sizes noted below may be provided with one of the following types of pipe insulations;: - .. 4- A.Pipe Covering'-Nom 1-112 in.(38 mm)thick(or thinner)hollow cylindrical heavy density glass fiber units jacketed on the outside with an all � SECTION A-A 4B service jacket for pipes with a nom diam of 8 in.(203 mm)(or smaller)or tubes with a nam diam of 4 in.(102 mm)(or smaller),Longitudinal � joints sealed with metal fasteners or factory-applied self-sealing lap tape.Transverse joints secured with metal fasteners or with butt tape REVISIONS 001.Floor or Wall Assembly-Min 4-1/2 in.(11 14 mm)thick reinforced lightweight or normal weight(100-150 pcf or 1600-2400 kg/m3)concrete supplied with the product. rn floor.Min 5 in.(127 mm)thick reinforced lightweight or normal weight(100-150 pcf or 1600.2400 kg/m3)concrete wall.Wall may also be constructed See Pipe and Equipment Covering-Materials(BRGU)category in the Building Materials Directory for names of manufacturers.Any pipe covering 16-OCT-2018 BUILDING PERMIT RESUBMITTAL L_ of any UL Classified Concrete Blocks'. Max size of opening is 1440 in.2(9,290 cm2)with a max dimension of 48 in.(11 219 mm). material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke ro See Concrete Blocks(CAZT)category in the Fire Resistance Directory for names of manufacturers Developed Index of 50 or less may be used. ISSUES U 2.Through-Penetrant-One cable tray and one or more pipes,tubes or cable bundles may be installed within the opening.The total number of B.Pipe Covering'-Nom 2 in.(51 mm)thick(or thinner)hollow cylindrical heavy density glass fiber units jacketed on the outside with an all through-penetrants is dependent on the size of the opening and the types and sizes of the penetrants.Any combination of the penetrants described service jacket for pipes or tubes with a nom diam of 2 in.(51 mm)(or smaller).Longitudinal joints sealed with metal fasteners or factory-applied o ■ below may be used provided that the following parameters relative to the annular spaces are maintained.The annular space between cable tray and self-sealing lap tape.Transverse joints secured with metal fasteners or with butt tape supplied with the product. N PROJECT NUMBER DRAWN BY CHECKED BY 1 all other penetrants shall be min 3 in.(76 mm).The annular space between individual cables and cable bundles shall be a min 112 in.(13 mm).The See Pipe and Equipment Covering-Materials(BRGU)category in the Building Materials Directory for names of manufacturers.Any pipe covering 16761 KT RLC annular space between individual cables and cable bundles and other penetrants shall be a min 112 in.(13 mm)except that a min 2 in.(51 mm)shall material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke U be maintained between the cables and copper pipes and tubes greater than a nom 3 in,(76 mm)diam and steel and iron pipes and conduits greater Developed Index of 50 or less may be used. ,--II than a nom 4 in.(102 mm)diam.The annular space between metallic pipes,conduit and tubes and insulated pipes and tubes shall be a min 2 in.(51 C.Tube Insulation-Plastirs+-Nom 1 in.(25 mm)thick(or thinner)acrylonitrile butadienelpolyvinyl chloride(ABIPVC)flexible foam furnished in v0 mm).The annular space between nom 3 in(76mm)diam(and smaller)copper pipes and tubes and between nom 4 in(102mm)diam(and smaller) the form of tubing for pipes or tubes with a nom diam of 2 in.(51 mm)(or smaller). ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE I'D steel and iron pipes and conduits shalt be min 112 in.(13 mm).The annular space between nom 2 in.(51 mm)diam(and smaller)metallic pipes and See Plastics(QMFZ2)category in the Plastics Recognized Component Directory for names of manufacturers.Any Recognized Component tube THE ORIGINAL AND UNPUBLISHED WOluc Of THE ARCHITECT AND MAY r-i NOT BE DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN __ conduits shall be min 0 in.(point contact).The annular space between insulated penetrants or the cable tray and the periphery of opening shall be min insulation material meeting the above specifications and having a UL 94 Flammability Classification of 94-5VA may be used. :LJ> 112 in. 13 mm.The annular space between all other penetrants and the periphery of opening shall be min 0 in. Int contact A max annular space 4.Firestop System-The firestop system shall consist of the following: CONSENT Or THE ARCHITECT. > ( ) P P P P ry P 9 {Po� )� P p Y P Y 9 m zola HILL ARCHlrecrs as in the system shall be 12 in.(305 mm).Penetrants to be rigidly supported on both sides of floor or wall assembly.The following types and sizes of A.Packing Material-Min 4 in.(102 mm)thickness of 4 pcf(64 kglm3)mineral wool batt insulation tightly packed into the opening as a ilii penetrants may be used. permanent form,Packing material to be recessed from top surface of floor or both surfaces of wall to accommodate the required thickness of L) A.Metallic Pipes-The following types of metallic pipes,tubes or conduits may be used: fill material, i a 1.Copper Tubing-Nom 6 in.(11 52 mm)diam(or smaller)Type L(or heavier)copper tube. B.Fill,Void or Cavity Material-Sealant'-Min 112 in.(13 mm)thickness of fill material applied within the annulus flush with the top surface of the Q FIRE RATED PENETRATION 2: 2.Copper Pipe-Nom 6 in.(1 52 mm)diam(or smaller)Regular(or heavier)copper pipe. floor or both surfaces of the wall. Q 3.Steel Pipe-Nam 24 in.(610 mm)diam(or smaller)Schedule 40(or heavier)steel pipe. HILT€CONSTRUCTION CHEMICALS,DIV OF HILTI INC-FS-ONE Sealant or FS-ONE MAX Intumescent Sealant. rr C M 4.Iron Pipe-Nom 24 in.(610 mm)diam(or smaller)cast or ductile iron pipe. 0 E TA L S 5.Conduit-Nom 4 in.(102 mm)diam(or smaller)electric metallic tubing(EMT)or nom 6 in.(152 mm)diam(or smaller)rigid steel Conduit. 'Indicates such products shall bear the UL or cUL Certification Mark fpr jurisdictions employing the UL or cUL Certification(such as Canada), p respectively. © ' "--s co Reproduced by HILTI,Inc.Courtesy of Reproduced by HILTI,Inc.Courtesy of o Underwriters Laboratories,Inc. M1Underwriters Laboratories,Inc. °„ Hilti Firestop Systems January 15,2015 Hilti Firestop Systems January 15,2015 Go P Y Page, 1 of 2 P Y Page: 2 of 2 �L; A833 cu -M IIIIIIIIIIIIIIIIIIIIIIIIIIIIII 10 0 9 0 8 0 7 0 6 0 5 0 4 0 3 0 2 IN 1 10 ■ 9 ■ 8 IN 7 06 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 p. SIP p$sfF rn SSI; co NOTES: ci '�d System No. W-L-1054 CD System No. W-L-1054 `D Jig'� System No. W-L-1389 co U� '� System No. W-L-2078 0 M C NW us J J o us J � F Ratings—1 and 2 Hr(See Item 1) -1 1. Penetration Details shown are typical details. Refer to the listed system detail for complete system requirements. erassr.edby ANSICUL1479{ASTM E814) CANIULC S115 �: � ANSI1t1L1479(ASTM Ell CAN/ULC S115 � � — classirecd4 _ _ _ __ classified by T Ratings—0, 1 and 2 Hr(See Items 2 and 3) — If field conditions do not match requirements of details, approved alternate details shall be utilized. Verify design _� Underwriters Laborabones,Inc. Underwr4ers Laboralories,Inc Undermters Laboratories,Inc to UL 1479 and CAN ULC-5115 I F Ratings-1 and 2 Hr(See Items 1 and 3) F Ratings-1 and 2 Hr(See Items 1 and 3)I to UL 1479 and CANIULC-5115 I F Ratings—1 and 2 Hr(See Item land 3) F Ratings—1 and 2 Hr(See Items 1 and 3) to UL 1479 L Rating At Ambient—3 CFM/sq ft requirements, field conditions and dimensions for compliance with details, including but not limited to the following; T Rating—0 Hr FT Rating—0 HrI 2.Through-Penetrants—One metallic pipe,conduit or tubing to be installed either concentrically or eccentrically within the firestop system.The I T Rating—0 Hr FT Rating—0 Hr L Rating At 400 F—Less Than 1 CFMIsq ft Fire Rating (F-Rating) annular space shall be min 0 in.to max 2-114 in.(57 mm).Pipe may be installed with continuous point contact.Pipe,conduit or tubing to be rigidly Temperature Rating (T-Rating) H I L L L Ratio at Ambient—Less Than 1 CFM/sq ft FH Ratings—1 and 2 Hr See Items 1 and 3 supported on both sides of wall assembly.The following t FH Ratings—1 and 2 Hr(See Items 1 and 3) Rating sq g ( } opo y g ypes and sizes of metallic pipes,conduits or tubing may used: lA Leakage Rating (L Rating) . A.Steel Pipe—Nom 30 in. 762 mm diam or smaller Schedule 10 or heavier steel r FTH Ratio 0 Hr P ( } ( ) ( } P�Pe� 9— AEtCH1TECT5 L Rating at 400 F—Less Than 1 CFMIsq ft FTM Raking—0 Hr �� Water Rating (W-Rating) _ -_ _ _._ _I .. _ -._._ . B, Iron Pipe—Nom 30 in.(762 mm)diam(or smaller)cast or ductile iron pipe. Annular Space = L Rating at Ambient--Less Than 1 CFM/sq ft C.Conduit—Nom 4 in.(102 mm)diam(or smaller)steel electrical metallic tubing or 6 in.(152 mm).diam steel conduit. Percent Fill 1 7 S Q F L A N K f N S H ! [ ROA D I D.Copper Tubing—Nom 6 in.(152 mm)diam(or smaller)Type L(or heavier)copper tubing. 1 A A L Rating at 400 F—Less Than 1 CFMIsq ft E.Copper Pipe—Nom 6 in.(152 mm)diam(or smaller)regular(or heavier)copper pipe. I I A 2 1 � Movement S k.f 1 T E 40 0 3.Fill,Void or Cavity Material;—Sealant—Min 518 in.(16 mm)thickness of fill material applied within the annulus,flush with both surfaces of � 3 42 at Type and thickness of fire-rated wall.At the point or continuous contact locations between pipe and wall,a min 112 in.(13 mm)diam bead of fill material shall be applied at the I 2 construction. WEST LIN [�1 Cl R E G O N 9 7 0 6 8 pipe wall interface TI both surfaces Swall. - Minimum &maximum width of Joints. TEL 50� . 105 . 50 FAQ 50 . X05 . 30 4 1A HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC—FS One Sealant or FS ONE MAX Intumescent Sealant A 3 , I I,;� `Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), � � , ) @ O 3. If alternate details matching the field conditions are not available, manufacturer's engineering judgment drawings respectively. 6 tib I 3 are acceptable subject to approval by the Authority Having Jurisdiction (AHJ), Contact Hiiti Inc, for alternative 4 �'' systems or Engineering Judgment (800-879-8000). Drawings shall follow the International Firestop Council (IFC) 1 1 I 3 I I 1B 1A Guidelines for Evaluating Firestop Systems Engineering Judgments, L—�A SECTION A-A O 4, References; 3 3 2017 Underwriter's Laboratories 6: 1. .1 Fire Resistance Directory, —Y Volumes 1 & 2. 21 B SECTION A-A NFPA 101 Life Safety Code A 1.Wall Assembly—The fire-rated gypsum boardlstud wall assembly shall be constructed of the materials and in the manner specified in the NFPA 70 - National Electric Code individual U300,U400,V400 or W400 Series Wall and Partition Designs in the UL fire Resistance Directory and shall include the construction Building Code, SECTION A-A features noted below: cD 1.Wall Assembly—The 1 or 2 hr fire-rated gypsum boardlstud wall assembly shall be constructed of the materials and in the manner described in A.Studs—Wall framing may consist of either woad studs or steel channel studs.Wood studs to consist of nom 2 by 4 in. 5, FirestopS requirements of ASTM E-814 UL 1479 tested assemblies that provide a fire 0 the individual U400,V400 or W400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following (51 by 102 mm)lumber spaced max 16 in.(406 mm)OC.Steel studs to be men 2-112 in.(64 mm)wide and spaced max 24 in.(610 mm)OC. System installation to meet ( ) rating equal Or greater t0 that Of construction being penetrated. construction features: B.Gypsum Board'—Nom 518 in.(16 mm)thick gypsum board,as specified in the individual Wall and Partition'Design.Max diam of opening A.Studs—Wall framing shall consist of min 3-518 in.(92 mm)wide steel studs spaced max 24 in.(610 mm)OC. is 11.112 in.(292 mm). B,Gypsum Board`—Thickness,type,number of layers and fasteners,as specified in the individual Wall and Partition Design.Max height of The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 6. Label rated through-penetration assemblies prominently with a Hilti Firestop Label equipped with a QR code with opening is 3-112 in.(89 mm).Max width of opening is 32 in.(813 mm). 2.Through-Penetrants—One nonmetallic pipe,conduit or tubing to be installed within the firestop system.The annular space between pipe and the following information. 1.Wall Assembly—The 1 or 2 hr fire-rated gypsum wallboardlstud wall assembly shall be constructed of the materials and in the manner specified The hourly F,FH Ratings of the firestop system are equal to the hourly fare rating of the wall assembly in which it is installed, periphery of opening shall be min 0 in.(point contact)to max 112 in.(13 mm).Pipe or conduit to be rigidly supported on both sides of the wall I _ in the individual 0300 or U400 Series Wali and Partition Designs in the UL Fire Resistance Directory and shall include the following construction 2.Through Penetrants—Multiple pipes or conduits installed in single layer arra within the Presto system.The annular space between the res assembly,The following types and sizes of nonmetallic pipes may be used: Warning. Do Not Disturb 9 P pPe 9 Y Y P Y R pp Y 9 YP PPe Y features: and conduits and the edges of the opening shall be min 0 in.(0 mm,point contact)to max 1-3r8 in.(35 mm),The separation between pipes and A.Polyvinyl Chloride(PVC)Pipe—Nom 10 in.(254 mm)diam(or smaller)Schedule 40 soil or cellular core PVC pipe for use in Through Penetration Firestop A.Studs—Wall framing may consist of either wood studs or steel charnel studs.Wood studs to consist of nom 2 by 4 in. conduits to be a min 0 in.(0 mm,point contact)to a max 1-114 in.(32 mm).Pipes and conduits to be rigidly supported on both sides of wall closed(process or supply)or vented(drain,waste or vent)piping system. System (51 by 102 mm)lumber spaced 16 in.(406 mm)OC.Steel studs to be min 2.112 in.(64 mm)wide and spaced max 24 in.(610 mm)OC.When assembly.The following types and sizes of metallic pipes or conduits may be used: B.Chlorinated Polyvinyl Chloride(CPUC)Pipe—Nom 10 in.(254 mm)diam(or smaller)SDR13.5 CPVC pipe for use in closed(process or UL System # * ProduCt(s) Used steel studs are used and the diam of opening exceeds the width of stud cavity,the opening shall be framed on all sides using lengths of steel A.Steel Pipe—Nom 2 in.(51 mm)diam(or smaller)Schedule 5(or heavier)steel pipe. supply)piping systems. Hourly Rating (F-Rating) ■ stud installed between the vertical studs and screw-attached to the steel studs at each end.The framed opening in the wall shall be 4 to 6 in. B.Conduit—Nom 2 in,(51 mm)diam(or smaller)rigid steei conduit or steel electrical metallic tubing(EMT). C.Acrylonitrile Butadiene Styrene(ABS)Pipe—Nom 6 in.(152 mm)diam(or smaller)Schedule 40 solid-core or cellular core ABS pipe for use 102 to 152 mm wider and 4 to 6 in. 102 to 152 mm higher than the diam of the penetrating item such that,when the penetrating item is Installation Date ■ ( ) ( } 9 P 9 P 9 3.Fill Void or Cavity Materials`-Sealant=—Min 518 in.(16 mm)thickness of fill material installed to completely fill annular space between in closed(process or supply)or vented(drain,waste or vent)piping systems installed in the opening,a 2 to 3 in.(51 to 76 mm)clearance is present between the penetrating item and the framing on all four sides. pipes,conduits and gypsum flush with each surface of wall.Min 112 in.(13 mm)diam bead of fill material applied to the through penetrantlwall D.Flame Retardant Polypropylene(FRPP)Pipe—Nona 6 in.(1 52 mm)diam(or smaller)Schedule 40 FRPP pipe for use in closed(process or Contractor's Name B.Gypsum Board'—518 in.(16 mm)thick,4 ft(122 cm)wide with square or tapered edges.The gypsum board type,thickness,number of interface at the point contact locations on both sides of the wall.The 2 hour F,FH Ratings apply only when FS-ONE Sealant is used, supply)or vented(drain,waste or vent)piping system. layers,fastener a and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance — — Y h`P Pe 9 HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC Hill CP 606 Flexible Firestop Sealant or FS-ONE Sealant, FS-ONE MAX. E.Polyvenylidene Fluoride(PVDF)Pipe Nom 4 in.(102 mm)diam(or smaller)PVDF pipe for use in closed(process or supply)or 7, For Outlet boxes requiring protection, Use Only Wall Opening Protective Materials, Category CLV a5 classified by Directory.Max diam of opening is 32.114 in.(819 mm)for steel stud watts.Max diam of opening is 14-112 in.(368 mm)for wood stud walls. I Intumescent Sealant vented(drain,waste or vent)piping system. Underwriter's Laboratories, Fire Resistance Directory (Volume 1), The F and FH Ratings of the firestop system are equal to the fire rating of the wall assembly. "Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), When max 6 in.diam pipe is used,T Rating is equal to the hourly fire rating of the wall.When nom 8 in.or 10 in.(203 or 254 mm)diam pipe is respectively. used,T Rating is 0 hr. 1, Reproduced b HILTI,Inc.Courter of Reproduced b HILTI,Inc.Courter of Reproduced b HILTI,Inc.Courter of Reproduced b HILTI, Inc.Courter of p Y Y P Y Y P Y Y 17r; P Y Y �� " H Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratores,Inc. October 14,2015 Hilti Firestop Systems October 14,2015 Hilti Firesto Systems January 22,2015 Hilti Firestop Systems January 28,2015 Hilt; Firestop Systems �Page: 1 of 2 P Y �Page:2 of 2 P Y P Y �Page: 1 of 2 . - . - .. ...- . .. . .. . . s�' i �� cc SS 1F, �, Ss IP O System No. W-L-2078 N U� System No. W-L-2128 N U� Q System No. W-L-3334 M System No. W-L-3334 M J "i F Rating— 1 and 2 Hr(See Item 1) J C � Us ANSIIUL1479(ASTM E814) CAN/ULC S115J J Classfed by T Rating—0 Hr 3: classified by I 3: 3: Underwnters Laboratories,Inc. — Underwriters Laboratores.Inc F Ratings-1,2,3 and 4 Hr(See Item.1) F Ratings-1,2,3 and 4 Hr(See Item 1)I G.Max 201C No.22 AWG shielded printer cable with PVC jacket. ■ 3.Firestop Device'—Firestop Collar—Firestop collar shall be installed in accordance with the accompanying installation instructions.Collar to be to UL 1479 to UL 1479 and CANIULC-s11s 0 installed and latched around the pipe and secured to bath sides of the wall using the anchor hooks provided with the collar.(Minimum two anchor T Ratings 0,112,1, 1-1/2,2 Hr(See Items 2 and 3) FT Ratings 0,112,1-112,and 2 Hr(See Items 2 and 3)I H.Through-Penetrating Product Two copper conductors No.18 AWG(or smaller)Power or Non Power Limited Fire Alarm Cable with or without a jacket under a metal armor. hooks for 1-112 and 2 in,(38 and 51 mm)diam pipes,three anchor hooks for 3 and 4 in.(76 and 102 mm)diam pipes,four anchor hooks for 6 in. L Rating At Ambient-See Item 2 FH Ratings-1,2,3 and 4 Hr(See Item 1)I AFC CABLE SYSTEMS INC (152 mm)diam pipes,ten anchor honks for 8 in (203 min)diam pipes and twelve anchor hooks for 10 in (754 mm)diam pipes The anchor hooks are to be secured to the surface of wall with 3116 in.(4.8 mm)diam by 2-112 in.(64 mm)long steel toggle bolts along with washers.As an 1 L Ratings At 400 F-See Item 2 F I H Ratings-U,112,1,1-112,and 2Hr(see Items 1 I.Max. 114 in.(6 rnm)diameter S Vider�Cable cur,sistiny of 2 max 24 AWG 75 whin wax or twistt�d pair cable wish PE insukltiun and PVC and 3 jacket. alternate for pipe sizes of nom 4 in.diam or less,min No.10 by 1-112 in.(254 by 38 mm)long drywall or laminate screws with min 314 in.(19 mm) ) r A 2 J.Max 31C No 12 AWG MC Cable. steel washers may be used.When the drywall or laminate screw is used,T Rating shall not exceed 1 hr. L Rating At Ambient-See Item 2 K.Through Penetrating Product—Any cables,Armored Cable+or Metal Clad Cable+currently Classified under the Through Penetrating HILTS CONSTRUCTION CHEMICALS,DIV OF HILTI INC—CP 643 5011.5"N,CP 643 6312"N,CP 643 9013"N,CP 64311004"N,CP 643 L Ratings At 400 F-See Item 2 Product category.See Through Penetrating Product(XHLY)category in the Fire Resistance Directory for names of manufacturers. 16016"N,CP 644 20018"andCP 644 250f10"Firestop Collars When the hourly rating of the wall assembly is 1 hr,the T,FT and FTH Ratings are 0 hr.When the hourly rating of the wall assembly is 2 hr,the 4.Fill,Void or Cavity Material'—Sealant-(Not Shown)—Min 112 in.(13 mm)thickness of sealant applied within the annular space for / T,FT and FTH Ratings are 1 hr except that,when Item 2J or 2K is used,the T,FT and FTH Ratings are 1C2 hr.When the hourly rating of the nom$in.and 10 in.(203 and 254 mm)diam pipes,flush with each side of wall.Sealant in annular space is optional for max 6 in.(1 52 mm)diam 1A wall assembly is 3 or 4 hr,the T,FT and FTH Ratings are 1-1I2 and 2 hr,respectively. I pipes.A min 114 in.(6 mm)thickness of sealant is required within the annular space,flush with each side of wall,to attain the L Ratings for max 6 A L Ratings apply only when device flanges are used.L Ratings vary depending on whether the Basketing material(see item 3)or the sealant in. 152 mm diam pipes. � 4 �--V—� �, ( } ppe (Item 4)is used.See Table below for L Ratings. "' HILTI CONSTRUCTION CHEMICALS,DN OF HILTI INC—FS-One Sealant or FS-ONE MAX Intumescent Sealant Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or ci Certification(such as Canada), Max I � :� respectively. �°- Cable 2 Cable Type L Rating,CFMISq Ft L Rating,CFM O PLO.A e Fill U 4 Ambient 400°F Ambient 400°F V d Sealant Gasket Sealant Gasket Sealant Gasket Sealant Gasket � d SECTION A-A - - �� 0% — Less than 1 1.0 Less than 1 2.7 Less than 1 Less than 1 Less than 1 Less than 1 4---1 Q il, U C 71-:1--�1 B 2 100% Item 2D only 4.9 4.9 1.3 3.5 Less than 1 Less than 1 Less than 1 Less than 1 � G ■ A 3 100% Any cables(Item 2)in any 9.2 9.2 9.6 11.8 1.2 1.2 1.3 1.6 ■ � � 7 D � :u w Combination I� Z Z Y_� w ;y `� > > °1.Wall Assembly—The 1 or 2 hr fire-rated gypsum wallboardistud wall assembly shall be constructed of the materials and'in the manner specified SECTION A-A 3.Firestop Device` Firestop device consists of a corrugated steel tube with an inner plastic housing,intumescent material rings,twisted inner :D in the individual U300,U400,V400 or W400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following fabric smoke seal,flanges and gasketirg material(not shown).Firestop device to be installed in accordance with the accompanying installation G construction features: 1.Wall Assembly—The 1,2,3 or 4 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner instructions.As an option,the inner fabric seal may remain open except that,to attain the L Rating,the inner fabric seal shall be twisted to rq N A.Studs—Wall framing may consist of either wood studs or steel channel studs.Wood studs to consist of nom 2 by 4 in. described within the individual U300,U400,V400 or W400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall completely close off the opening within device.Device slid into wall such that ends project an equal distance from the approximate centerline of n (51 by 102 mm)lumber spaced 16 in.(406 mm)OC,Steel studs to be min 2-112 in.(64 mm)wide and spaced max 24 in.(610 mm)OC. incorporate the following construction features: the wall assembly.The annular space beriveen the device and the periphery of the opening shall be min 0 in.(point contact).Device provided with Un 0O B.Gypsum Board'—518 in.(16 mm)thick,4 ft(122 cm)wide with square or tapered edges.The gypsum wallboard type,thickness,number of A.Studs—Wall framing shall consist of either wood studs or steel channel studs.Wood studs to consist of nom 2 by 4 in. flanges that are spun clockwise onto device threads,over gasketing material butting tightly to both sides of wall.As an alternate to gasket j 0 La- layers,fastener type and sheet orientation shall be as specified in the individual Wall and Partition Design,Max diam of opening is 3-112 in. (51 by 102 mm)lumber spaced max 16 in.(406 mm)OC.Steel studs to be min 2-112 in.(64 mm)wide and spaced max 24 in,{610 mm)OC material,sealant(Item 4)may be used.Devine flanges are optional,except that when'/.in.(t9 mm)gypsum board(see Item 16)is used,device 1� � (89 mm). for 1 and 2 hr wall assemblies.Steel Studs to be 3-518 in.(92 mm)for 3 and 4 hr wall assemblies.Steel studs to be min 3-112 in.(89 mm) flanges shall be used and for 3 and 4 hr fire rating,device flanges shall be used.When the device flanges are not used,the T,FT and FTH — 2.Metallic Sleeve Optional—Nom 3-112 in.(89 mm)(or smaller)cylindrical sleeve fabricated from min 0.016 in.thick(28 gauge)galv sheet steel wide when 314 in.(19 mm)thick gypsum board is used(see Item 1B). Ratings for the firestop system are 0 hr. and having a min 1-114 in. 32 mm la salon longitudinal seam.Length of sleeve to be installed flush with wall surfaces. B.Gypsum Board'—Nom 518 in. 16 mm thick sum board as specified in the individual Watt and Partition HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC—CP 653 and CP 653 BA 2"Speed Sleeve,CP 653 and CP 653 BA 4"Speed Sleeve n 9 ( } P 9 9� 9 YP ( } 9YP P o 3.Through Penetrants—One nonmetallic pipe installed within the firestop system..Pipe may be installed at an angle not greater than 45 degrees Design.Alternately,for 1 and 2 hr rated walls only,min one layer of nom 314 in.(19 mm)thick gypsum board on each side of wall as specified 4.Fill,Void or Cavity Material"-Sealant—As an alternate to gasket material(see Item 3),min 112 in.(13 mm)thickness of fill material applied from perpendicular.Pipe to be rigidly supported an both sides of wall assembly,The space between pipe and periphery of opening shall be min in the individual Wall and Partition Design may be used Opening in gypsum board to be max 2-112 in.(64 mm)diam for 2"device and max within the annulus between firestop device and wall,flush with both surfaces of wall,and an additional 114 in.(6 mm)bead applied around 2 114 in.(6 mm}to max 11116 in,(17.5 mm).The following types and sizes of nonmetallic pipes may be used: 4-112 in,(114 mm)diam for 4"device. periphery of device.When device flanges are used,gypsum drywall compound may be used in place of the fill material.Sealant is required when A.Polyvinyl Chloride(PVC)Pipe—Nom 2 in.(51 mm)diam(or smaller)Schedule 40 PVC pipe for use in dosed(process or supply)or The hourly F and FH Ratings of the firestop system are dependent upon the hourly rating of the wall in which it is installed. device flanges are not used(see item 3). Z vented(drain,waste or vent)piping systems. 2.Cables—Within the loading area for each firestop device,the cables may represent a 0 to 100 percent visual fill.Cables to be tightly bundled HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC—FS-ONE,FS-ONE MAX Intumescent Sealant,or CP 606 Sealant N B.Chlorinated Polyvinyl Chloride(CPVC)Pipe—Nam 2 in.(51 mm)diam(or smaller)SDR13.5 CPVC pipe for use in closed(process or within the device and rigidly supported on both sides of wall assembly.Any combination of the following types of cables may be used: 'Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), supply)piping systems. A.Max 100 pair No.24 AWG(or smaller)copper conductor telecommunication cable with polyvinyl chloride(PVC)jacketing and insulation. respectively. 4.Fill,Void or Cavity Materials'—Sealant—For 1 hr F Rating,min 518 in.(16 mm)thickness of fill material applied within the annulus.flush with B.Max 71C No. 12 AWG copper conductor control cable with PVC or XLPE jacket and insulation, +Bearing the UL Listing Mark both surfaces of wall.For 2 hr F Rating,min 1-114 in.(32 mm)thickness of fill material applied within annulus,flush with both surfaces of wall. C.Max 410 AWG Type RHH ground cable. HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC—FS-ONE Sealant or FS-ONE MAX Intumescent Sealant D.Max 4 pr No.22 AWG Cat 5 or Cat 6 computer cables, 'Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), E.Max RG 61U coaxial cable with fluorinated ethylene Insulation and jacketing. ■ respectively. F.Fiber optic cable with polyvinyl chloride(PVC)or polyethylene(PE)jacket and insulation having a max diam of 112 in.(13 mm). IN .. . �llllllll THIS WIDTH SHOULD BE 3" -91� Reproduced by HILTI,Inc.Courtesy of Reproduced by HILTI,Inc.Courtesy of 7n 101 IReproduced by HILTI,Inc.Courtesy of Reproduced by HILTI,Inc.Courtesy of�- I I = Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. I iiiiiiiiiiiiiiiii I Ltuu Underwriters Laboratories,Inc. January 28,2015 January 26,2015 November 20,2015 November 20,2015 Hill Firestop Systems Page:2 oft Hilti Firestop Systems Hilti Firestop Systems Page: 1 oft Hilti Firestop Systems 1 Page:2 of CJ System System No. W-L-3414 � System No. VII-L-3414 1W U�,ssrF`� System No. W-L-5028 ou1i System No. W-L-5028 = C Ln � US ANSIlUL1479(ASTM E814) CAN/ULC S115 J 1.Wall Assembly—The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified J C US J J 3 Y 9Y Y � ANSIIUL1479(ASTM E814) CANIULC S115 � � classibed by — in the individual U300,0400,V400 or W400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the — Classified by — — Underwrkers Laboratcres,Inc. F Ratings—1 and 2 Hr(See Item 1) F Ratings—1 and 2 Hr(See item 1) g ry UnderwMers Laboratories,Inc F Ratings—1 and 2 Hr(See item 1) F Ratings—1 and 2 Hr(See Item 1) to UL 1479 and GAN ULC-5115 — — + r It m 2 following construction features: to UL 1479 and CANULcst 15 3.Tube Insulation—Plasties+—Min 112 in.(13 mm)to max 1 in.(25 mm)thick acrylonitrile butadiene/polyvinyl chloride(AB/PVC)flexible foam T Ratings 0, /:, 1 and 2 Hr(See Item 2) FT Ratings 0,%,1 and 2 H (See e ) A.Studs----Wall framing may consist of either wood studs or steel channel studs.Wood studs to consist of nom 2 in.(51 mm)by 4 in. T Ratings—0,314 and 1 Hr(See Item 3) FT Ratings—0,'/4 and 1 Hr(See Item 3) furnished in the form of tubing.An annular space of min 0 in.(point contact)to max 1-112 in.(38 mm)is required within the firestop system.The T, L Ratio at Ambient e-Less than 1 CFMIO nin FH Ratings—1 and 2 Hr See Item 1 (102 mm)lumber spaced 16 in.(406 mm)OC.Steel studs to be min 3-112 in.(89 mm)wide and spaced max 24 in.(610 mm)OC. FT and FTH Ratings are 1 hr when the 1 in. 25 mm thick tube insulation is used and 314 hr when the 314 in. 19 mm thick tube insulation is used. 9 Pe 9 9 ( ) 9 ( ) ( ) - . . B.Gypsum Board'—518 in.(16 mm)thick,4 ft(1219 cm)wide with square or tappered edges.The gypsum wallboard L Rating At Ambient—Less Than 1 CFMIsq ft FH Ratings—1 and 2 Hr(See Item 1) L Ratio at 400 F—Less than 1 CFM/Opening coin FTH Ratings—Q%,1 and 2 Hr See Item 2 When tube insulation thickness is less than 314 in.(19 mm),the T,FT and FTH Ratings are 0 Hr. 9 P 9 9 ( ) type,thickness,number of layers,fastener type and sheet orientation shall be as specified in the individual Wall and Partition Design. L Rating At 400 F—Less Than 1 CFM/sq ft FTH Ratings—0,314 and 1 Hr(See Item 3) See i(lcategory in the Recognized Component Directory for names of manufacturers.Any Recognized Component tube L Rating at Ambient—Less than 1 CFM/Opening Opening may be round,rectangular or irregular with a max diam or dimension of 1 in.(25 mm). insulation material meeting the above specifications and having a UL 94 Flammability Classification of 94-5VA may be used. . The hourly F and FH Ratings of the firestop system are equal to the hourly fire rating of the wall assembly in which it is installed. L Rating At Ambient—Less Than 1 CFMIsq ft 4.Fill,Void or Cavity Material"—Sealant---Min 518 in.(16 mm)thickness of fill material applied within the annulus.flush with both surfaces of L Rating at 400 F—Less than 1 CFM/Opening 2.Cables—Single or tight bundle of cables to be installed within the opening.Aggregate cross-sectional area of cables in opening to have a L Rating At 400 F—Less Than 1 CFMIsq ft wall.At the point contact location between pipe covering and gypsum board,a min 112 in.(13 mi diam bead of fill material shall be applied at the ■ 0 visual fill of i0%to max 100%.The annular space between the cable bundle and the periphery of the opening to be min 0 in.(point - pipe covering/gypsum board interface on both surfaces of wall. 1A contact).Cables to be rigidly supported on both sides of the wall assembly.Any combination of the following types and sizes of cables may be HILTI CONSTRUCTION CHEMICALS,DIV OF H1Ti INC—FS-ONE Sealant or FS-ONE MAX Intumescent Sealant used: A.Max 31C No.8 AWG NM copper conductor cable Romex with PVC insulation and jacket. -- "Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), 1 B PPe ( ) 1 �__ respectively. A B.Max 71C-No,12 AWG copper conductor control Cable with PVC or XLPE insulation and jacket. A C.Max 100 pair No.24 AWG(or smaller)copper conductor telecommunication cable with PVC or plenum rated insulation and jacketing. 4 4 2 2 D.Max 4 pr No.22 AWG(or smaller)Cat 5 or Cat 6 computer cables with PVC or plenum rated insulation and jacketing. E.Type RGIU coaxial cable with fluorinated ethylene or PVC insulation and jacketing having a max outside diameter of%in.(13 mm). — F.Max 24 fiber optic cable with polyvinyl chloride(PVC)or polyethylene(PE)jacket and insulation. I. 3 G.Through Penetrating Product'—Max two copper conductor No.18 AWG(or smaller)Power or Non-Power Limited Fere Alarm Cable with f or without a jacket under a metal armor. co 3 AFC CABLE SYSTEMS INC H.Maximum 31C No.10 AWG copper conductor metal-clad cable. 3 The hourly T,FT and FTH Ratings of the firestop system are dependent on cable type and hourly wall rating as specified in Table below. A Cable Type Hourly Wall Hourly T,FT and FTH V Rating Rating 2 ` v1s1ClN I'DNone(Blank Opening) 1 and 2 1 and 2 M SECTION A-A A 1 and 2 1 and 2 4 M A 1g 16-OCT-2018 BUILDING PERMIT RESUBMITTAL E 1 0Y-- ra g 9; LL z 1r2 1A C .0 1 0 ■ PROJECT NUMBER 1)RA��N F.1 CHECKED BY o I ■ C 2 112 SECTION A-A 16761 KT RLC U) LD I D 1 and 2 : 1 and 2 U UI IE 1 and 2 ' 1 and 2 1.Wall Assembly—The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in 1-1 k-0I F 1 and 2 ' 1 and 2 the individual U300,0400,V400 or W400 Series Wall and Partition Designs In the UL Fire Resistance Directory and shall include the following ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE I'll construction features: THE ORIGINAL AND UNPUBLISHED WORK OE THE ARCHITECT AND MAY � I G 1 and 2 : 1 and 2 A.Studs—Wall framing may consist of either Wood studs or steel channel studs.Wood studs to Consist of nom 2 by 4 In. NOT BE DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN .N (51 by 102 mm)lumber spaced 16 in.(406 mm)OC.Steel studs to be min 2-112 in.(64 mm)wide and spaced max 24 in.(610 mm)OC. CONSENT OF THE ARCHITECT. IH 1 and 2 1 and 2 B.Gypsum Board`—518 in.(16 mm)thick,4 ft(1.22 mJ wide with square or tapered edges.The gypsum board type,thickness,number of 9)2018 HILL ARCHITECTS tY layers,fastener type and sheet orientation shall be as specified in the individual Wall and Partition Design.Max diam of opening is 7-112 in. � 3.Fill,Void or Cavity Material'—Nam 60 mm diam by 3 mm thick putty disc with one seam at radius.Paper-backer of disc to be removed and disc (991 mm). U firmly pressed around the cablelcable bundle lapping nom 5 mm onto cables to completely cover opening and firmly pressed to lap onto the wall The hourly F and FH'Ratings of the firestop system are equal to the hourly fire rating of the wall assembly in which it is installed. �r �r <C around periphery of opening.Disc seam to be firmly pressed and sealed tight,Disc to be installed at both surfaces of wall. FIRE f AT E D P E N L T FEAT I O N HILTI CONSTRUCTfON CHEMICALS,DIV OF HILTI INC—CFS-D 1"Firestop Cable Disc 2.Through Penetrants—One metallic pipe or tubing to be centered within the firestop system.Pipe or tubing to be rigidly supported an both sides Q of wall assembly.The following types and sizes of metallic pipes or tubing may be used: ^ I L Ln 'Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such'as Canada), 0 A.Steel Pipe—'Nom 4 in.(102 mm)diam(or smaller)Schedule 40(or heavier)steel pipe. 1 1 L B.Copper Tubing—Nom 2 in.(51 mm)diam(or smaller)Type L(or heavier)copper tubing. �1, LTC1 respectively. C.Copper Pipe—Nom 2 in.(51 mm}diam(or smaller)Regular(or heavier}copper pipe. 0 o ... . RepI IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I I mi ;n roduced by HILTI,inc,Courtesy of 17 !!7� mi i Reproduced by HILTI,Inc.Courtesy of Reproduced by HILTI,Inc,Courtesy of Reproduced by HILTI,Inc.Courtesy of 1-1 as Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Mimi" Underwriters Laboratories,Inc. 17*4 Hilti Firestop Systems October 14,2015 Hilti Firestop Systems October 10,2015 Pae 2of2 Hilti Firestop Systems January 27,2015 Pae 1 of I—I ti Firestop Systems January 27,2015 Pae 2of2 p-... Y �---.... I Rage: 1 of 2 P Y I 9 : I g � I 9 .. A834 0 10 0 9 0 8 0 7 m 6 0 5 ■ 4 3 0 2 0 1 - 10 E 9 8 0 7 0 6 IIIIIII 5 ■ 4 IIIIIII 3 IIIIIIII 2 E 1 ... ... SSI 0) CD gSIF �, ,n NOTES: U� ', System No. W-L-5029 CD System No. W-L-5029 � U '� System No. W-J-3215 M System No. W-J-3215 M 1`11111111111111"I C � us J J C � us ANSIIUL1479(ASTM E$14} CAN/ULC x115 _ 1. Penetration Details shown are typical details, Refer to the listed system detail for complete system requirements. Classified b ANSIiUL1479(ASTM E814) CAN/ULC 5115 � � ciassir,ed b 3 1.Wall Assembly Min 6 in.(152 mm)thick lIightweight or normal weight(100 150 pcf or 1600 2400 kgim3)concrete.Wall may also be y _ y _ If Feld conditions do not match requirements of details, approved alternate details shall be utilized. Verify design underwriters Laboratoncs,inc — — — underwriters taboratones inc. F Rating—2 Hr F Rating—2 Hr constructed of any UL Classified Concrete Blocks'.Opening may be round,rectangular or irregular with a max diam or dimension of 1 in.(25 to UL 1479 and CAWULGs115 F Ratings 1,2 and 3 Hr(See Items 1,3 and 4) F Ratings 1,2 and 3 Hr(See Items 1,3 and 4) 3.Pipe Covering'—Nom 1,1-112 or 2 in.(25,38 or 51 mm)thick hollow cylindrical heavy density(min 3.5 pcf or 56 kglm3)glass fiber units to UL 1479 and CANULC-St 15 r mm) requirements, field conditions and dimensions for compliance with details, Including but not limited to the following: T Ratings—h and 2 Hr(See Item 2) FT Ratings—/x and 2 Hr(See Item 2) Fire Ratio (F-Rating) T Ratings—0,112,1 and 1-114 Hr(See Item 3) FT Ratings—D,112,1 and 1-114 Hr(See Item 3) jacketed on the outside with an all service jacket.Longitudinal joints sealed with metal fasteners or factory-applied self-sealing lap tape. See Concrete Blacks(CAZT)category in the Fire Resistance Directory for names of manufacturers. 9 { 9) i - _ - - Transverse joints secured with metal fasteners or wiRh butt tape supplied with the product.For 1 and 2 hr F and FH Ratings,the annular space L Rating at Ambient—Less than 1 CFM/Opening FH Rating—2 Hr 2.Cables—Single or tight bundle of cables to be installed within the opening.Aggregate cross-sectional area of cables in opening to have a Temperature Rating (T-Rating) H I L L L Rating At Ambient—4 CFM1Sq Ft FH Ratings—1,2 and 3 Hr(See Items 1,2 and 4) between insulated penetrant and periphery of opening shall be min 0 in. int contact to max 1-718 in. 48 mm).For 3 hr F and FH Ratings,the visual fill of min 0%to max 100%.The annular space between the cable bundle and the periphery of the opening to be min 0 in.(point contact).p p ry p 9 (� ) ( ) 9 L Rating at 4D0 F—Less than 1 GFMlOpening FTH Ratings—''/z and 2 Hr{See Item 2) p p p ry � 9 1P ) Leakage Rating (L-Rating) L Rating At 400 F—Less Than 1 CFM/Sq Ft FTH Ratings—0,112,1 and 1-114 Hr(See Item 3) annular space shall be min 0 in.(point contact)to max 1-1/4 in.(32 mm). Cables to be rigidly supported on both sides of the wall assembly.Any combination of the following types and sizes of cables may be used: Water'Rating (W Rating) A P.C H l T E C T S L Ratio At Ambient—4 GFMlS Ft See Pipe and Equipment Covering—Materials(BRGU)category in the Building Material Directory for the names of manufacturers.Any pipe L Rating at Ambient—Less than i CFM/opening A.Max 31C No.8 AWG NM copper conductor cable(Romex)with PVC insulation and jacket. Rating q covering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a B.Max 71C-No.12 AWG copper conductor control cable with PVC or XLPE insulation and jacket. Annular Space L Rating At 400 F—Less Than 1 CFM/Sq Ft Smoke Developed Index of 50 or less may be used. L Rating at 40D F—Less than 1 CFM/Opening C.Max 100 pair No.24 AWG(or smaller)copper conductor telecommunication cable with PVC or plenum rated insulation and jacketing. Percent Fill 1 7 5 o B L A N K E iN S FI I P K O A D The hourly T,FT,FTH Ratings of the firestop system are 1/2 hr for 1 hr rated walls and 1 hr for 2 hr rated!walls.For 3 hr rated walls,the hourly T, D.Max 4 pr No.22 AWG(or smaller)Cat 5 or Cat 6 computer cables with PVC or plenum rated insulation and jacketing. Movement S U I T E 4 0 0 FT and FTH Ratings when steel and iron pipes are used are 1 hr.For 3 hr rated walls,the hourly T,FT and FTH Ratings when copper penetrants E.Type RG/U coaxial cable with fluorinated ethylene or PVC insulation and jacketing having a max outside diameter of 1/2 in.(13 mm), Type and thickness of fire-rated are used are 1-1/4 hr for 2 in.(51 mm)thick pipe covering and 0 hr for pipe covering thickness less than 2 in.(51 mm). F.Max 24 fiber optic cable with polyvinyl chloride(PVC)or polyethylene(PE)jacket and insulation. A 4 construction. WEST L1t� N . OREGOP+i 97065 3A.Pipe Covering —(Not Shown)—As an alternate to Item 3,max 2 in.(51 mm)thick cylindrical calcium silicate(min 14 pcf)units sized to the G.Through Penetrating Product*—Max two copper conductor No.18 AWG(or smaller)Power or Non-Power Limited Fire Alarm Cable with outside diam of the pipe or tube may be used.Pipe insulation secured with stainless steel bands or min 18 AWG stainless steel wire spaced max 1 � or without a jacket under a metal armor. MlfllmUm & maximum width Of Joints. TEL 503 . 305 . 5033 FAX 5(73 _ 305 . SQ34 4 3 3 12 in.(305 mm)OC.When the alternate pipe covering is used,the T and FT Rating shall be as specified in item 3 above. AFC CABLE SYSTEMS INC %z See Pipe and Equipment Covering—Materials(BRGU)category in the Building Materials Directory for names of manufacturers.Any pipe H.Maximum 31C No. 10 AWG metal-clad cable. 3. If alternate details matching the field conditions are not available, manufacturer's engineering judgment drawings covering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a A The hourly T,FT and FTH Ratings of the firestop system are 2 hr except that for cable type 2B and 2C,the ratings are 1/2 hr.For blank are acceptable subject to approval by the Authority Having Jurisdiction (AHJ), Contact Hilti Inc. for alternative — Smoke Developed Index of 50 or less may be used. � openings with no penetrant,the F,FT,FH and FTH Ratings are 2 hr. systems or Engineering Judgment {800-879-8000}, Drawings shall follow the International Firestop Council (IFC) 0 4.Fill,Void or Cavity Material'—Sealant—For 1 and 2 hr F and FH Rating,min 5/8 in.(16 mm)thickness of fill material applied within the 2 2 3.Fill,Void or Cavity Material'—Mom 60 mm diam by 3 mm thick putty disc with one seam at radius.Paper-backer of disc to be removed and Guidelines for Evaluating Firestop Systems Engineering Judgments. • annulus,flush with both surfaces of wall.For 3 hr F and FH Rating,min 1 in.(25 mm)thickness of fill material applied within the annulus,flush disc firmly pressed around the cable/cable bundle lapping nom 5 mm onto cables to completely cover opening and firmly pressed to lap onto the G s 0 E Ua g p ys 5 g g g with both surfaces of wall.At the point contact location between pipe covering and gypsum board.a min 112 in.(13 mm)diam bead of fill material „ wall around periphery of opening.Disc seam to be firmly pressed and sealed tight,Disc to be installed at both surfaces of wall. shall be applied at the pipe covering/gypsum board interface on both surfaces of wall. HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC—CFS-D 1"Firestop Cable Disc 4. References: Hill-Ti CONSTRUCTION CHEMICALS.,DIV OF HILTI INC—FS-One Sealant or FS-ONE MAX Intumescent Sealant i 2017 Underwriter's Laboratories 3 'Indicates such products shall bear the UL or CUL CertifiCatkln Mark for jurisdictions cmploying the UL or CUL Certification(such as Canada), Fire Resistance Directory, ?_ — — d *Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), respectively. Volumes 1 & 2. respectively. � e,�,J ; I/ A NFPA 101 Life Safety Code 2 __V� NFPA 70 - National' Electric Code �A ,4 Building code, r_a SECTION A-A 5, Firestop System installation to meet requirements of ASTM E-814 (UL 1479) tested assemblies that provide a fire cD SECTION A-A ratio a to that of construction being g equal or greater q g g penetrated, 1.Wall Assembly—The 1,2 or 3 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300,0400,V400 or W400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following 6. Label rated through-penetration assemblies prominently with a Hilti Firestop Label equipped with a QR code with constructionfeatures: the following information. A.Studs—Wall framing may consist of either wood studs or steel channel studs.Wood studs to consist of nom 2 by 4 in. urb (51 by 102 mm)lumber spaced 16 in.(406 mm)OC.Steel studs to be min 2-112 in.(64 mm)wide for 1 and 2 hr F and FH rating and 3-1/2 in. Warning! _ Not DI (89 mm)wide for 3 hr F and FH rating and spaced max 24 in.(610 mm)OC. Through Penetration Firestop B.Gypsum Board"—Min 518 in.f16 mm)thick with square or tapered edges.The gypsum board type,thickness,number of layers,fastener System type and sheet orientation shall be as specified in the individual Wali and Partition Design.Max diam of opening is 18-5/8 in.(473 mm). UL System # * Product(s) used The hourly F and FH Ratings of the firestop system are equal to the hourly fire rating of the wall assembly in which it is installed. Hourly Rating (F-Rating) 0 2.Through Penetrants—One metallic pipe or tubing to be installed within the firestop system.Pipe or tubing to be rigidly supported on both sides Installation of wall assembly.The following types and sizes of metallic pipes or tubing may be used: nDate ■ r A.Steel Pipe—Nom 12 in.(305 mm)diam(or smaller)Schedule 10(or heavier)steel pipe. Contractor's Name B.Iron Pipe—Nom 12 in.(305 mm)diam(or smaller)cast or ductile iron pipe. C.Copper Tubing—Nom 6 in.(152 mm)diam(or smaller)Type L(or heavier)copper tubing.When the hourly F or FH Rating of the firestop 7. For outlet boxes requiring protection, use only Wail Opening Protective Materials, category CLIV as classified by system is 3 hr,the nom diam of copper tube shall not exceed 4 in.(102 mm). Underwriter's Laboratories, Fire Resistance Directory (Volume 1). D.Copper Pipe—Nom 6 in.(1 52 mm)diam(of smaller)Regular(or heavier)copper pipe.When the hourly F or FH Rating of the firestop system is 3 hr,the nom diam of copper pipe shall not exceed 4 in.(102 mm). Reproduced by HILTI,Inc.Courtesy of !Zi] Reproduced by HILTI,Inc.Courtesy of 1= Reproduced by HILTI,Inc.Courtesy of 77q ,01 IReproduced by HiLTi,Inc.Courtesy of __ _71Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. YD H March 30,2015 March 30,2015 October 14,2015 October 14, U- Hilti Firestop Systems I Page: 1 4f 2 Hilti Firestop Systems Page: 2 of 2 Hilti Firestop Systems 1 Page: 1 of 2 Hilti Firestop Systems 2015 I Page:2 of 2 1 , 'CD pF p� Q r,�'�o System No. W-L-7155 � System No. W-L-7155 � C-,i&S, SS i System No. W-L-7156 � System No. W-L-71561ti r— r* I-- C i& us ANSIiUL1479(ASTM E814) CANIULC S115 JJ CLIS ANSI/UL1479{ASTM E814) CANIULC 5115 J J Ciassifed by Classified by underwriters Laboratories,Inc F Ratings—1 and 2 Hr(See Item 1) F Ratings—1 and 2 Hr(See Item 1) underwriters Laboratories.irc I F Ratings—1 and 2 Hr(See Item 1) F Ratings—1 and 2 Hr(See Item 1) to UL 1479 and GANIULC-5115 2A1.Through-Penirating Product'—As an afterate to Item 2.Fiber cement with galvanized steel facing,318 in,(10 mm)thick composite metallic to UL 1479 and CANIULCS115 ----- __ . __.__. 3.Bans and Blankets'—Nom 1-112 or 2 in.(38 or 51 mm)thick glass fiber batt or blanket(min 314 pcf or 12 kg/m3)jacketed on the outside with a 0 IIIIIIII T Ratings—0 Hr FT Ratings—0 Hr duct,with a max cross-sectional area of 43.0 sq ft,(4 m2)and a max individual dimension of 78 314 in.(2 m).Duct to be installed either I T Rating—0 Hr FT Rating—0 Hr foil-scrim-kraft facing.Longitudinal and transverse joints sealed with aluminum foil tape.During the installation of the fill material,the batt or L'Rating at Ambient—Less Than 1 CFM/sq fl FH Ratings—1 and 2 Hr(See Item 1) concentrically or eccentrically within the firestop system such that the annular space is min 0 in.(point contact)to max 2 in.(51 mm).Duct to be FH Ratings—1 and 2 Hr(See Item 1) blanket shall be compressed minimum 50%such that the annular space within the firestop system shall be min 112 in.(13 mm)to max 2 in.(51 L Ratio at 400 F—Less Than'1 CFM15 ft FTH Ratings—0 Hr rigidly supported on both sides of wall assembly,Refer to Ventilation Duct Assemblies in Vol,2 of the Fire Resistance Directory. mm). 9 q g DURASYSTEMS BARRIERS INC—Type DuraDuct HP. FTH Rating—0 Hr See Batts and Blankets(BKNV)category in the Building Materials Directory for names of manufacturers Any batt or blanket meeting the above L Rating at Ambient—Less Than 1 CFM/sq ft 2A2.Through-Penirating Product*—As an alternate to Item 2.Fiber cement with galvanized steel facing,114 in.(6 mm)thick,with a max specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index 50 or less may L Rating at 400 F—Less Than 1 CFMlsq ft cross-sectional area of 1764 sq in.(1.14 m2),and a max individual dimension of 42 in.(1067 mm).Duct to be installed either concentrically or 1 A be used. CZ) eccentrically within the firestop system such that the annular space is min 0 in.(point contact)to max 2 in.(51 mm).Duct to be rigidly A 4A I 4A 4.Firestop System—The firestop system shall consist of the following: supported on both sides of wall assembly and installed in accordance.Refer to Ventilation Duct Assemblies in Vol.2 of the Fire Resistance 4C A3� 3 A.Packing Material—Min 3-518(92 mm)or 4-718 in.(1 24 mm)thickness of min 4 pcf(64 kglm3)mineral wool batt insulation firmly packed into Directory. 4B opening as a permanent form for 1 or 2 hr fire-rated walls,respectively.Packing material to be recessed from both surfaces of wall to DURASYSTEMS BARRIERS INC—Type DuraDuct SD. t �� accommodate the required thickness of fill material. Z 1A 2A3.Through-Pentrating Product*—As an alternate to Item 2.Galvanized steel faced duct panel,with a max cross-sectional area of 2450 sq in. r, ; ; ...r+ ; � I B.Fill,Void or Cavity Material'—Sealant—Min 518 in.(16 mm)thickness of fill material applied within annulus,flush with both surfaces of wall. W LU A 3B 1 A (1.58 in2),and a max individual dimension of 49-1i2 in.(1258 mm Duct to be installed either concentrically or eccentrically within the firestop HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC—FS-ONE Sealant or FS-ONE MAX Intumescent Sealant w _I p I 3C 3E1 system such that the annular space is min 0 in.(point contact)to max 2 in.(51 mm).Duct to be rigidly supported on bath sides wall assembly. C.Steel Retaining Angles—Min No,16 gauge(0.059 in.or 1.5 mm)galv steel angles sized to lap steel duct a min of 2 in.51 mm)and lap wall I IL Refer to Ventilation Duct Assemblies in Vol.2 of the Fire Resistance Directory. I I surfaces a min of 1 in.(25 mm).Angles attached to steel duct on both sides of wall with min No.10 steel sheet metal screws spaced a max of :� I DURASYSTEMS BARRIERS INC—Type DuraDuct GNX. / 1 in.(25 mm)from each end of steel duct and spaced a max of 6 in.(152 mm)OC.When max duct dimension does not exceed 48 in.(122 O Fr - - -- - 1, 1 � I f - — -- - 3 Firestop System—The firestop system shall consist of the following: k K cm)and duct area does not exceed 1300 in2(8387 cm2),angles may be min No.18 gauge galv steel.Angles attached to steel duct on both - -- - - - A.Packing Material—(Optional,Not Shown)—Polyethylene backer rod,mineral wool batt insulation or fiberglass batt insulation friction I " I sides of wall with min No.10 by 112 in.(13 mm)long steel sheet metal screws located a max of 1 in.(25 mm)from each end of steel duct and W U fitted into annular space.Packing material to be recessed from both surfaces of wail to accommodate the required thickness of fill material. >1 spaced a max of 6 in.(152 mm)OC.When max 1-112 in.(38 mm)thick insulation is used,steel angles are optional for those sides of duct that --r Al.Packing Material—Required as specified in Table below.Min 3-314 in.(95 mm)or 5 in.(127 mm)thickness of x X I do not exceed the dimension specified in Table below,dependent on packing material and annular space as specified. r min 4 pcf(64 kg1m3)mineral wool batt insulation firmly packed into opening as a permanent form for 1 and 2 hr rated assemblies, " . --K .■ .■ ^ respectively.Packing material to be recessed from both surfaces of wall to accommodate the required thickness of fill material. x x I Angle IC-10 < c B.Fill,Void or Cavity Material'—Sealant—Min 518 in.(16 mm)thickness of fill material applied within the annulus,flush with both surfaces x _x Max Duct Packing (item 3C) i U O — 1 of wall,Min 114 in.(6 mm)diam bead of fill material shall be applied at the point contact location between the steer �duct and the gypsum z Dimension Duct Thickness Annular Space Material Required C_ ■ I I I I - board. I � ( 24 in. 24 ga or heavier 1/Z in.min to 1 in.max Item 3A1 No HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC—CFS-S SIL GG Sealant,FS-ONE Sealant,FS-ONE MAX Intumescent Sealant k x (610 mm) (13 to 25 mm) W_J w w or CP606 Flexible Firestop Sealant � - I I - i I C.Steel Retaining Angles—Min No. 16 gauge galv steel angles sized to lap steel duct a min of 2 in.(51 mm)and to lap wall surfaces a min � �, *Indicates such;products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), � `< of 1 in.(25 mm).When max duct dimension does not exceed 48 in.(122 cm)and duct area does not exceed 1300 in2(8387 cm2),angles x respectively. � 2 r r may be min No.18 gauge galy steel.Angles attached to steel duct on both sides of wall with min No.10 by 112 in.(13 mm)long steel sheet X X X.X X,f X X X\ X X x X X J(X X X 1 X X.NX X � ( N Z ■— � - - ( I metal screws located a max of 1 in.(25 mm)from each end of steel duct and spaced a max of 6 in.(152 mm)OC.Steel angles are 2E3 r— r` j� optional for those sides of duct that do not exceed the dimension specified in Table below,dependent on packing material,sealant and e1.=rTIr%M 1 Bw � d2annular space as specified. A-A A A SECTION A-A 1 B Angle Max Duct Packing (Item 3C) _< ~ Dimension Duct Thickness Annular Space Material Required 0 1.Wall Assembly—The 1 or 2 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in a 1.Wall Assembly—The 1 or 2 hr fire-rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner described 24 in. 24 ga or heavier 1/2 in.min to 1 in.max Item 3A1 No the individual U300,U400,V400 or W400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following in the individual U400,V400 or W400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following (610 mm) (13 to 25 mm) construction features: construction features: . ._.___ A.Studs—Wall framing shall consist of either wood studs or steel channel studs.Wood studs to consist of nom 2 by 4 in. A.Studs—Wall framing shall consist of min 3.1/2 in.(89 mm)wide steel channel studs spaced max 24 in.(610 mm)OC.Additional steel studs 'Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), (51 by 102 mm)lumber spaced max 16 in.(406 mm)OC.Steel studs to be min 3-112 in.(89 mm)wide and spaced max 24 in.(610 mm)OC. Z shall be used to completely frame the opening. respectively. Additional framing members shall be used to completely frame around opening. N B.Gypsum Board*—5/8 in.(16 mm)thick,4 ft(1.22 m)wide with square or tapered edges.The gypsum board type,thickness,number of B.Gypsum Board'—Min 518 in.(16 mm)thick,4 ft(1.2 m)wide with square or tapered edges.The gypsum board type,thickness,number of layers,fastener type and sheet orientation shall be as specified in the individual Wall and Partition Design in the UL Fire Resistance Directory. layers and orientation shall be as specified in the individual Wall and Partition Design.Max size of opening is 210 sq in.(1355 cm2)with a Max area of opening is 73.7 sq ft(6.85 m2)with a max dimension of 104 in.(2.64 m). max width of 14-1/2 in.(368 mm)for wood studs.Max size of opening is 76.2 sq ft.(7 m2)with a max width of 105-112 in.(2.7 m)for steel The hourly F and FH Ratings of the firestop system are equal to the hourly fire rating of the wall assembly in which it is installed. studs. 2.Steel Duct—Max 100 in.by 100 in.(2.5 by 2.5 m)galv steel duct to be installed either Concentrically or eccentrically within the firestop The hourly F and FH Ratings of the firestop system are equal to the hourly fire rating of the wail in which It is installed. system.The duct shall be constructed and reinforced in accordance with SMACNA construction standards.The space between the steel duct and 2.Steel Duct—Max 100 by 100 in.(2.5 by 2.5 m)steel duct to be installed within the framed opening.The duct shall be constructed and reinforced 0 periphery of opening shall be min 0 in.(point contact)to max 2 in.(51 mm).Steel duct to be rigidly supported on both sides of the wall assembly. in accordance with SMACNA construction standards.Steel duct to be rigidly supported on both sides of wall assembly. �4_ "' # THIS WIDTH SHOULD BE 3I Reproduced by HILTI,Inc.Courtesy of Reproduced by HILTI,inc.Courtesy of EMReproduced by HILTI,Inc.Courtesy of 1: IReproduced by HILTI,Inc.Courtesy of ; I . I I= Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. January 27,2015 January 27,2015 January 27,2015 January 27,2015 Hilti Firestop Systems I Page: 1 of 2 Hilti Firestop Systems I Page: 2 of Hilti Firestop Systems I Page: 1 of 2 Hilti Firestop Systems I Page:2 of 2 �, U�ssl ,�� System No. W-L-8079 CD System No. W-L-8079 o System No. W-L-8079 a U�ssrF,� System No. W-L-7042 �' Go C NW us -1 J C MW us J ANSIIUL1479(ASTM E814) GAN/ULC 5115 � � � classified ANSIIUL1479(ASTM E814) GANIULC S115 � Classified by ,� � by _ underwriters Laboratories,Inc. F Ratings—1 and 2 Hr(See Item 1) F Ratings—1 and 2 Hr(See Item 1) Underwrllers Laboratories,Inc. F Ratings 1 and 2 Hr See Items 1 and 3 F Ratings 1 and 2 Hr See Items 1 and 3 to UL 1479 and GANIULC-9115 Io UL 1479 and GANIULC-5115 g ( ) g ( ) T Ratings—0,112,314,1-112 and 2 Hr(See FT Ratings—0,1/2,314,1-112 and 2 Hr(See T Rating-0 Hr FT Rating-0 Hr Items 1,2,3 and 4 Items 1,2,3 and 4) 2.Through-Penetrant—One or more pipes,conduit or tubes to be installed within the opening.The total number ofthrough-penetrants is 4.Cables—One max 3 in.(76 mm)diam bundle of cables installed within the opening and rigidly supported on bash surfaces of wall.The dependent on the size of the opening and the types and sizes of the penetrants.Any combination of the penetrants described below may be annular space between the tightly-bundled cables and the periphery of the opening shall be min 0 in.(point contact)to max 20 in.(508 mm). FH Ratings-1 and 2 Hr(See Items 1 and 3) . FH Ratings-1 and 2 Hr(See Item 1) used provided that the following parameters relative to the annular spaces and the spacing between the through penetrants are maintained. The separation between the cable bundle and the other penetrants shall be min 1 in,(25 mm)to max 20 in.(508 mm).Any combination of the FTH Ratings—0,112,314, 1.112 and 2 Hr(See The separation between the penetrants shall be min 1 in.(25 mm)to max 20 in.(508mm).The annular space between penetrants and the following types and sizes of cables may be used: FTH Rating 0 Hr Items 1,2,3 and 4) periphery of opening shall be min 0 in.(point contact)to max 20 in.(508 mm).Pipes,conduit or tubes to be rigidly supported on both sides of A.Max 25 pair No.24 AWG telephone cable with polyvinyl chloride(PVC)insulation and jacket. . wall assembly.The following types and sizes of pipes,conduit or tubes may W used. B.Max 71G No. 12 AWG copper conductor power and control cable with PVC or cross-linked polyethylene(XLPE)insulation and PVC 3 1 A ■ A.Copper Tubing—Nom 3 in.(76 mm)diam(or smaller)Type L(or heavier)copper tube. jacket. 0 B.Copper Pipe—Nom 3 in.(76 mm)diam(or smaller)Regular(or heavier)copper pipe. C.Multiple fiber optical communication cable jacketed with PVC and having a max outside diam of 112 in.(13 mm). A C.Steel Pipe—Nom 4 in.(102 mm)diam(or smaller)Schedule 10(or heavier)steel pipe. D.Max 31C No.8 AWG with bare aluminum ground,PVC insulated steel Metal-Clad+Cable currently Classified under the Through 4 A+—, 5A15B 5A1 D.Iron Pipe—Nom 4 in,(102 mm)diam(or smaller)cast or ductile iron pipe. Penetrating Product'(XHLY)category. 5A E.Conduit—Nom 3 in.(76 mm)diam(or smaller)electric metallic tubing(EMT)or rigid steel conduit. E.Max 3!C(with ground)No.8 AWG(or smaller)nonmetallic sheathed(Romex)cable with PVC insulation and jacket materials. ""ill 1 B 5B F.Polyvinyl Chloride(PVC)Pipe—Nom 2 in.(51 mm)diam(or smaller)Schedule 40 cellular or solid core PVC pipe for use in F.RG/U coaxial cable with polyethylene(PE)insulation and polyvinyl chloride(PWC)jacket having a max outside diam of 112 in.(13 mm). closed(process or supply)or vented(drain,waste,or vent)piping systems. G.Max 314 in.(19 mm)diam copper ground cable with or without PVC jacket. — 4 G.Chlorinated Polyvinyl Chloride(CPVC)Pipe—Nom 2 in.(51 mm)diam(or smaller)SDR 13.5 CPVC pipe for use in closed(process or H,Max 1-1/4in.(32 mm)Diam single or mufti conductor mineral-insulated copper-clad cable. 2 supply)piping systems. , /�/ The T,FT and FTH Ratings are 114 hr K cables D,G and H are used.The T,FT and FTH Ratings are 314 Hr for any other combination, 2 The T,FT and FTH Ratings are 0 Hr if bare pipe and tubing is used. 4A.Through Penetrants—(Not shown)-Max six nom 1 in,(25 mm)diam(or smaller)flexible steel conduits to be installed either concentrically M 1 — 3.Pipe Insulation—One or more metallic penetrants(pipe or tubing)may be insulated with the following types of pipe coverings: or eccentrically within the firestop system.The annular space between the conduits and the periphery of the opening shall be min 0 in.(point m A.Pipe Covering*—Min 1 in.(25 mm)to max 2 in.(51 mm)thick hollow cylindrical heavy density min 3.5 pcf(56 kglm3)glass fiber units contact)to a max 3 in.(76 mm).Conduits to be rigidly supported on both sides of wall.The T,FT and FTH Ratings are 0 Hr if this penetrant is jacketed on the outside with an all service jacket.Longitudinal)oints sealed with metal fasteners or factory-applied self-sealing lap tape. used. Transverse joints secured with metal fasteners or with butt tape supplied with the product. 46.Through Penetrants—(Not Shown)-Max twelve nom 31$in.(10 mm)diam or smaller)polyvinyl chloride(PUC)pneumatic tubing far use in / - .. closed(process or supply)piping systems.Tubing to be installed either concentrically or eccentrically within the firestop system.The annular A 2 See Pipe and Equipment Covering-Materials(BRGU)category in the Building Materials Directory for names of manufacturers.Any pipe space between the tubing and the periphery of the opening shall be min 0 in.(point contact)to a max 1 in.(25 mm).Tubing to be rigidly 3 1 B hEVIM c,n, covering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and supported on both skies of wall. M A SB a Smoke Developed Index of 50 or less may be used. 5.Firestop System—The firestop system shall consist of the hollowing: SECTION A-A 16-OCT-2018 BUILDING PERMIT RESUBMITTAL I V A.Packing Material—In 2 hr fire rated wall assemblies,min 4-314 in.(121 mm)thickness of min 4 pcf(64 kg/m)mineral wool batt ro B.Tube Insulation-Plastics+—Min 112 in.(13 mm)to max 3/4 in.(19 mm)thick acrylonitrile butadien0polyvinyi chloride IAB/PVC)flexible insulation firmly packed into opening as a permanent form, In 1 hr fire rated wall assemblies,min 3-112 in.(89 mm)thickness of min 4 pcf 1.Wall Assembly—The 1 or 2 hr fire rated wallboardlstud wall assembly shall be constructed of the materials and in the manner specified in the 1>>L,t U 5B A 3 SECTION A-A foam furnished in the form of tubing. (64 kg/m')mineral wool batt insulation firmly packed into opening as a permanent form.Packing material recessed from both surfaces of individual U300,U400,V400 or W400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following c the wall to accommodate the required thickness of fill material. construction features. mo o ■ See Plastics+(QMF22)category in the Plastics Recognized Component Directory for names of manufacturers.Any Recognized Component Al.Packing Material—Min 1-114 in.(32 mm)thickness of min 4 pcf(64 kg1m3)mineral wool batt insulation firmly packed as a backer A.Studs—Wall framing may consist of either wood studs or steel channel studs.Wood studs to consist of nam 2 by 4 in. 0 MCIEcT w u,mBER DRAWN BY CHECKED M 51 b 102 mm lumbers aced 16 in. 406 mm OC.Steel studs to be min 2-112 in. 64 mm wide and aced 24 in. 610 mm OC. I System tested with a pressure differential of 2.5 Pa between the exposed and the unexposed surfaces with the higher pressure on the exposed tube insulation material meeting the above specifications and having a UL 94 Flammability Classification of 94-5VA may be used. around the perimeter of opening as a permanent form.When additional Framing members are used to frame the opening(see Item 1A), ( Y ) p ( ) { ) p ( ) 16761 KT RLC = side. this packing material is optional.Packing material can be used in combination with the additional framing members. B.Gypsum Board'—For 1 hr assembly,one layer of min 5/8 in.(16 mm)thick wallboard as required in the individual Wall and Partition V) U The annular space between the insulated penetrants and the periphery of the opening shall be min 0 in.(0 mm,point contact)The B.Fill,Void or Cavity Material'—Sealant—Min 518 in.(16 mm)thickness of fill material applied within annulus,flush with both surfaces of Design.For 2 hr assembly,two layers of min 518 in.(16 mm)thick wallboard as required in the individual Wall and Partition Design.Max diam -4I 1.Wall Assembly—The 1 or 2 hr fire rated gypsum boardlstud wall assembly shall be constructed of the materials and in the manner specified in separation between the insulated penetrants and the other penetrants shall be a min 1 in.(25 mm). wall.At the point contact location between through penetrants and gypsum board,a min 112 in.(13 mm)diam bead of fill material shall be of opening is 14-112 in.(368 mm)for wood stud walls and 21-314 in.(552 mm)for steel stud walls. 10 the individual U300,U400,V400 or W400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following applied at the gypsum board/through penetrant interface on both surfaces of wall, The hourly F and FH Ratings of the firestop system are equal to the hourly fire rating of the wail assembly in which it is installed. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ko construction features: The T,FT and FTH Ratings are 1-112 hour if Item 38 is used.The T,FT and FTH Ratings are 2 hr if Item 3A is used. HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC—FS-ONE Sealant or FS-ONE MAX Intumescent Sealant 2,Through Penetrant—Galy steel duct to be installed concentrically or eccentrically within the firestop system.The annular space between the THE ORIGINAL AND ur ruBusHED WORK OF THE ARCHIrecr AND MAY '—i A.Studs—Wall framing may consist of either wood studs or channel shaped steel studs.Wood studs to consist of nom 2 by 4 in. duct and periphery of opening shall be 0 in.(0 mm,point contact)and max 1-1/2 in.(64 mm)Duct to be rigidly supported on both sides of wall NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN }' (51 by 102 mm)lumber spaced max 16 in.(406 mm)OC.Steel studs to be min 3-1/2 in.(69 mm)wide and spaced max 24 in.(610 mm)0C. Indicates such products shall bear the UL or CUL Certification Mark for jurisdictions employing the UL or CUL Certification(such as Canada), assembly. CONSENT OF THE ARCHITECT. W When Item 5A1 is not used,additional framing members(not shown)shall be installed to frame the periphery of the wall opening.When the respectively. A.Spiral Wound HVAC Duct—Nom 20 in.(502 mm)diam(or smaller)No.24 MSG(or heavier)galv steel sphral wound duct. co zols HILL ARCHITECTS � additional framing members are used to frame the opening,the hourly T,FT and FTH Ratings of the firestop system are 0 hr. B.Sheet Metal Duct—Nom 12 in.(305 mm)diam(or smaller)No.28 MSG(or heavier)galv sheet steel duct. U B.Gypsum Board'—518 in.(16 mm)thick with square or tapered edges.The gypsum board type,thickness,number of layers,fastener type +Bearing the UL Listing Mark 3,Fill,Void or Cavity Maternal*—Sealant—Min 518 in.(16 mm)and 1-1/4 in.(32 mm)thickness of fill material applied within annulus,flush with both Q and sheet orientation shall be as specified in the individual U300,U400 or V400 Wall and Partition Design.If the through penetrants are surfaces of wall assembly for 1 or 2 hr rated walls,respectively.At the point contact location between duct and wallboard,a min 112 in.(13 mm) < L n 2: installed in a wood stud/gypsum board assembly,the max area of square,rectangular,or circular opening is 210 sq in.(1355 cm2)with max 9 Bearing the UL Recognized Component Mark diam bead of sealant shall be applied at the wallboard/duct interface on both surfaces of wall assembly. FIRE .1 n,AT E D P E N E T FSA T I Q 1 h T V < dimension of 14-1/2 in.(368 mm).If the through penetrants are installed in a steel stud/gypsum board assembly,max area of square, HILT CONSTRUCTION CHEMICALS,DIV OF HILTI INC—CP601S Elastomeric Firestop Sealant,FS-ONE Sealant,FS-ONE MAX Intumescent 0 rectangular,or circular opening is 240 sq in.(1548 cm`)with max dimension of 20 in.(508 mm)wide. Sealant or CP606 Flexible Firestop Sealant DETAILS i { o .Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), DETAIL J o The hourly F and FH Ratings of the firestop system are equal to the hourly fire rating of the wall assembly in which it is installed. respectively. 0 0 Reproduced by HILTI,Inc.Courtesy of Reproduced by HILTI,Inc.Courtesy of Reproduced by HILTI,Inc.Courtesy of Reproduced by HILTI,Inc.Courtesy of Underwriters Laboratories,Inc. I IIIIIIIIIIIIIIIIIIIIIIIII I I MEN 0 Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. IIIIIIIIIIIIIIIIIIIIIIIII Underwriters Laboratories,Inc. (=) = Hilti Firestop April 26,2017 April 26,2017 S April 26,2017 January 27,2015 P S Ystems Hilti Fiiresto Page: 1 of 3 P Systems Hilti Firestop Page:2 of 3 P Y stems I Page: 3 of 3 Hi Iti Firestop Systems , _ —1 to A835 0 I __ 10 IIIIIIII 9 N 8 • 7 0 6 0 5 • 4 0 3 0 2 M 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 SS NOTES: System No. HW-S-0090 C V+JW USI ANSIIUL2079 CANIULC 5115 U) 1, Penetration Details shown are typical details. Refer to the listed system detail for complete system requirements. Class fiedby = If field conditions do not match requirements of details, approved alternate details shall be utilized. Verify design Underwriters Laboratories,Inc I Assembly Rating—1 Hr F Rating—1 Hr to UL 2079 andCANNLC-st15 requirements, field conditions and dimensions for compliance with details, including but not limited to the following: Joint Width-112 In Max. FT Rating—1 Hr Fire Rating (F-Rating) H I L L FH Rating—1 Hr Temperature Rating (T-Raking) FTH Ratings-1 Hr Leakage Rating (L-Rating) Joint width-112 In Max. Water Rating (W-Raking) A R C H I T E C T S Annular Space = Percent Fill 1750 BLANKENSHIP ROAD Movement _ ---- Type and thickness of fire-rated S U I T E -t 0 0 1g - construction, WEST LINN . OREGON 47065 1 Minimum & maximum width of Joints. TEL 503 . 305 . 5033 FAX 503 . 305 . 5034 3. If alternate details matching the field conditions are not available, manufacturer's engineering judgment drawings are acceptable subject to approval by the Authority Having Jurisdiction (AHJ), Contact Hild Inc, for alternative systems or Engineering Judgment (800-879-8000). Drawings shall fallow the International Firestop Council (IFC) ■ Guidelines for Evaluating Firestop Systems Engineering Judgments, ■ 4. References: 2017 Underwriter's Laboratories Fire Resistance Directory, 6ic11" 3 Volumes 1 &2. NFPA 101 Life Safety Code NFPA 70 - National Electric Code 2A —_ Building code. 26 1.Floor Assembly—The 1 hr fire-rated wood joist,wood truss or combinaton wood and steel truss Floor-Ceiling assembly shall be constructed of 5. Firestop System installation to meet requirements of ASTM E-814 (UL 1479) tested assemblies that provide a fire the materials and in the mannerdescribed in the individual L500 Series Floor-Ceiling Design in the UL Fire Resistance Directory and shall include rating equal or greater to that of construction being penetrated, the following construction features: A.Flooring System—Lumber or plywood subiloor with finish floor of lumber,plywood or Floor Topping Mixture as specified in the individual Floor-Ceiling Design. 6. Label rated through-penetration assemblies prominently with a Hilti Firestop Label equipped with a QR code with B.Wood Joists—Nom 10 in.(254 mm}deep(or deeper)lumber,steel or combination lumber and steel joists,trusses or Structural Wood the following information, Members`with bridging as required and with ends firestopped. Warning! - Do Not Disturb C.Gypsum Board`—Nom 4 ft.(122 cm)wide by 518 in.(16 mm)thick as specified in the individual Floor-Ceiling Design. 2.Wall Assembly—The 1 hr fire rated gypsum board/lumber stud wall assembly shall be constructed of the materials and in the manner described Through Penetration Firestop in the individual U300 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: System A.Studs—Wall framing to consist of nom 2 by 4 in.(51 by 102 mm)lumber spaced 16 in.(406 mm)OC.Top plate installed parallel or UL System # * Product(5) used perpendicular to direction of wood joists and secured to bottom of joists with steel fasteners spaced max 24 in.(610 mm)OC. Hourly Rating (F-Rating) ■ B.Gypsum Board'--Gypsum board sheets installed to a min total thickness of 518 in.(16 mm)on each side of wall.Wall to be constructed as Installation Date ■ specified in the individual Wall and Partition Design in the UL Fire Resistance Directory,except that a max 112 in.(13 mm)gap shall be Contractor's Name maintained between the top of the gypsum board and the ceiling of the floor-ceiling assembly. 3.Joint System—Fill,Void or Cavity Material'—Sealant—Max separation between the bottom of the ceiling and the top of the wall is 112 in. (13 mm).Min 5/8 in.(16 mm)thickness of fill material installed to fill the joint,Flush with each surface of the wall. 7. For outlet boxes requiring protection, use only Wall Opening Protective Materials, category i as classified by HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC—FS-ONE Sealant,CP606 Sealant or FS-ONE MAX Intumescent Sealant. Underwriter's Laboratories, Fire Resistance Directory (Volume 1). `Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), respectively. �� `A'+/+i+/,►� I M-0 oil Reproduced by HILTI,Inc.Courtesy of , Underwriters Laboratories,Inc. LLOYD , H Hilti Firestop Systems January 28,2015 r co sip System No. HW-D-0268 0 C) IF'� System No. HW-D-0403 ��ss IR co System No. HW-D-0758 o System No. HW-D-0758 C � us AssemblyRating 3 Hr 'a C � us Assembly Rating 3 Hr r' C � us ANSIIUL2079 CANIULC S115 C a g' � Y 9— I 3.1 1.Floor Assembly—Min 4-1/2 in.(114 mm)thick reinforced lightweight or normal weight(100-150 pof or 1600-2400 kg/m3)structural 3: Classffiedby Nominal Joint Width-1 in. Classified by L Ratingat Ambient—Less than 1 CFM/Lin Ft Classi5edby x undenxr leis Labardtories,Inc. Undenvnters Laboratories,Inc. urcerwntea Laboratories.Inc. I Assembly Ratings—1 and 2 Hr(See Item 2) F Rating—1 and 2 Hr(See Item 2) concrete.Floor may also be constructed of any 6 in.{152 mm)thick UL Classified hollow-core Precast Concrete Units`. to UL 2079 and CANluLC-S„5 L Rating At Ambient— Less Than 1 CFMILin Ft to UL 2079 and CMULC S115 L Rating at 400 F—Less than 1 CFM/Lin Ft 10 LL 2079 and CANIULC-SI 15 See Precast Concrete Units category in the Fire Resistance Directory for names of manufactures. ■ Nominal Joint Width—112 or 314 In.(See Item 3} FT Rating 1 and 2 Hr(See item 2) 2.Wall Assembly The 1 or 2 hr fire rated sum boardlstud chase double stud wall assembly shall be constructed of the materials and in ■ L Rating At 400°F—Less Than 1 CFM/Lin Ft Nominal Joint Width—2 in. --- Y— 9YP ( ) Y 11 t) -CIAOS II U! III fIfIUYtlI{Ielll the manner described in the individual U400,V400 or W400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall Class 11 Movement Capabilities- 12.5/°Compression and Extension Class II Movement Capabilities—6%Compression Or Extension Capabilities—50%Compression or Extension FH Rating—1 and 2 Hr(See Item 2) include the following construction features: or 66%Compression Only A.Steel Floor and Ceiling Runners—Floor and ceiling runners of wall assembly shall consist of min No.25 gauge galv steel channels sized L Rating at Ambient—Less than 1 CFM/Lin Ft FTH Rating—1 and 2 Hr(See Item 2) to accommodate steel studs(Item 2B).Flange height of ceiling runner shall be min 114 in.(6 mm)greater than max extended joint width. L Rating at 400'F—Less than 1 CFM/Lin Ft Nominal Joint Width-13 or 19 mm(See Item 3)I Ceiling runner secured to concrete floor slab with steel masonry anchors,steel fasteners spaced 24 in.(610 mm)OC. �,Iass n w nr W101:4101% Al.Light Gauge Framing”—Slotted Ceiling Runner—As an alternate to the ceiling runner in Item 2A,slotted ceiling runner to consist of Capabilities—50%Compression or Extension galv steel channel with siotted flanges sized to accommodate steel studs(Item 2B).Slotted ceiling runner secured to concrete floor slab or 66%Compression Only with steel masonry anchors or steel fasteners spaced max 24 in.(610 mm)OC. L Rating a1 Ambient—Less than 1.55 L!sllin m BRADY CONSTRUCTION INNOVATIONS INC,DBA SLIPTRACK SYSTEMS—SLP-TRK a CALIFORNIA EXPANDED METAL PRODUCTS CO—CST w L Rating at 400°F Less than 1.55 Llsllin m I CLARKDIETRICH BUILDING SYSTEMS—Types SiSLT-H LU "' MARINO/WARE,DIV OF WARE INDUSTRIES INC—Type SLT I 1 J METAL-LITE INC—The System SCAFCO STEEL STUD MANUFACTURING CO—Slotted Track Z TELLING INDUSTRIES L L C—True-Action Deflection Track C 3A 3B 3B A2.Light Gauge Framing'—Vertical deflection Ceiling Runner—As an alternate to the ceiling runners in Items 2A and 2A1,vertical U j deflection ceiling runner to consist of gals steel channel with slotted vertical deflection clips mechanically fastened within runner.Slotted O 3A a clips,provided with step bushings,for permanent fastening of steel studs.Flanges sized to accommodate steel studs(Item 2B).Vertical >_ deflection ceiling runner secured to concrete floor slab with steel fasteners or steel masonry anchors spaced max 24 in.(610 mm)OC, a THE STEEL NETWORK INC—VertiTrack VTD250,VTD362,VTD400,VTD600 and VTD800 C A3.Light Gauge Framing'—Notched Ceiling Runner—As an alternate to the ceiling runners in Items 2A through 2A3,notched ceiling L7 rJ runners to consist of C-shaped galv steel channel with notched return flanges sized to accommodate steel studs(Item 26).Notched ceiling i— a runner secured to concrete floor slab with steel masonry anchors or steel fasteners spaced max 24 in.(610 mm)OC. ■ 2 OLMAR SUPPLY INC—Type SCR ■ Z Z B.Studs—Steel studs to be min 3-1/2 in.(89 mm)wide and formed of min 25 ga galv steel.Studs cut 314 to 1 in.(19 to 25 mm)less in j 3 1 Iength than assembly height with bottom nesting in and secured to floor runner.Steel studs nested in ceiling runner without attachment. Q Q 2 Studs spaced max 24 in.(610 mm)OC, C C 2C C.Gypsum Board'—Gypsum board 1/2 or 518 in.(13 or 16 mm)thick,applied on both sides of wall as specified in the individual Wall and Z z 2A Partition Design except that a max 314 in.(19 mm)gap shall be maintained between the top of the gypsum board and the bottom of the0 0 e�- Floor assembly.The screws attaching the gypsum board to studs at the top of the wall shall be located 1 in.(25 mm)to 1-112 in.(38 mm) w SECTION A-A 213 A below the bottom edge of the ceiling runner.No gypsum board attachment screws shall be driven into the ceiling runner. I\yw The hourly ratings of the joint system are equal to the hourly fire rating of the wall. i m3 structural 1.Floor Assembl —Min 6 in. 152 mm thick reinforced lightweight ar normal weight 100 150 pcf or 1600 2400 k 1m3 structural concrete. 3.Fill,Void or Cavity Material'—Top Track Seal—When max separation between the bottom of floor and top of wall is 112 in.(13 mm),the joint `^ 1.Floor Assembly Min 2-112 in.(64 mm)thick reinforced lightweight or normal weight(100-150 pcf or 1600 2400 kgl }s Y { ) 9 ( P 9 ) system is designed to accommodate a max 50 percent compression or extension from its installed width.When max separation between the concrete.Floor may also be constructed of any min 6 in.(152 mm)thick UL Classified hollow-core Precast Concrete Uri 2.Wall Assembly—Min 6 in.(152 mm)thick reinforced lightweight or normal weight(100-150 pcf or 1600-2400 kg/m3}structural concrete.Wail bottom of floor and top of wall is 314 in.(19 mm),the joint system is designed to accommodate a max 66%compression only from its installed p See Precast Concrete Units icategory in the Fire Resistance Directory for names of manufacturers. may also be constructed of any UL Classified Concrete Blocks'. width.Factory supplied foam seal installed over the ceiling runners(Item 2A)prior to attachment to underside of concrete floor in accordance 2.Wall Assembly--Min 8 in.(203 mm)thick steel reinforced lightweight or normal weight(100-150 pcf or 1600-2400 kg1m3)structural See Concrete Blocks(CAZT)category in the Fire Resistance Directory for names of manufacturers. with the installation instructions. concrete.Wall may also be constructed of any UL Classified Concrete Blocks`. 3.Joint System—Max separation between bottom of floor and top of wall(at time of installation of joint system)is 2 in.(51 mm},The joint system is HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC—CFS-TTS 358,CFS-TTS 600 or CFS-TTS-OS See Concrete Blocks(CAZT)category in the Fire Resistance Directory for names of manufacturers. designed to accommodate a max 6 percent compression or extension from its installed width.The joint system shall consist of the following: `Indicates such products shall bear the UL or cull Certification Mark for jurisdictions employingthe UL or cUL Certification such as Canada), 3.Joint System—Max separation between bottom of floor assembly and top of concrete wall at time of installation is 1 in.(25 mm).The joint A.Forming Material—Min 4 pcf(64 kg/m3)mineral wool batt insulation installed in joint opening as a permanent form.Pieces of batt cut to min p I ( ) system is designed to accommodate a max 12.5 percent compression or extension from its installed width.The joint system shall consists of the width of 5 In. 127 mm and installed edge-first into joint opening, arallel with int direction,such that batt sections are compressed min 50 respectively. Y 9 Pe P 1 Y f ) 9 1P to P following: percent in thickness and such that the compressed batt sections are recessed from both surfaces of the wall as required to accommodate the A.Fill,Void or Cavity Material'-Sealant—A 112 in.(13 mm)thickness of fill material installed within the joint,flush with each surface of the required thickness of fill material.Adjoining lengths of batt to be tightly-butted with butted seams spaced min 24 in.(610 mm)apart along the wall. length of the joint. HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC—CP606 Flexible Firestop Sealant B.Fill,Void or Cavity Material'—Sealant—Min 112 m.(13 mm)thickness of fill material applied within the joint,Flush with both surfaces of the B.Forming Material—(Optional,Not Shown)-Mineral wool insulation or polyurethane foam backer rod.Forming material to be recessed from wall. both surfaces of the wall as required to accommodate the required thickness of fill material. HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC—CP606 Flexible Firestop Sealant ■ 'Bearing the UL Classification Mark 'Bearing the UL Classification Marie. ■ THIS WIDTH SHOULD BE 3" Reproduced by HILTI.Inc.Courtesy of Reproduced by HILTI,Inc.Courtesy of ;3Reproduced by HILTI,Inc.Courtesy of Reproduced by HILTI,Inc.Courtesy of ELJ Underwriters Laboratories,Inc. OLE Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Hilti Firestop Systems June 26,2008 Hilti Firestop Systems September 09,2005 �Page: 1 of 1 Hilti Firestop Systems December 2'1,2015 �Page: 1 of 2 Hilti Firestop Systems December 21,2015 �Page: 2 of 2 U�ssrF'� System No. F-A-2213 N System No. F-A-2213 N U�ss/fi' CD U System No. F-A-5046 0 (J C14 System No. F-A-5046 In F Ratings—2 and 3 Hr(See Items 1, 1A and 4E) Q Q C � Us ANSIIUL1479(ASTM E$14) CANIULC S115 C � us ANSIIUL1479(ASTM E$14) CANIULC 5115 Classified by T Ratings--0, 114 and 112 Hr(See Items 2, 2A and 4) LL u` ciassirred by F Ratin s---2 and 3 Hr See Items 1 and 1A F Ratin s—2 and 3 Hr See Items 1 and 1A Classified by F Ratings—2 and 3 Hr See Items 1 and 1A F Ratings—2 and 3 Hr See Items 1 and 1A LL Underwriters Laboratories,Inc. g ( } g ( ) ( ) g ( ) 3.Firestop Devito`—Drop-in firestop device installed in core-drilled or sleeved opening in concrete Floor assembly in accordance with underw.;cers Laoararodes,Inc. undenwrners Laboratories,IncIIS la UL 1479 L Rating At Ambient—Less Than 1 CFM/sq ft(See Item 3A) accompanying installation instructions.The firestop device flange should be secured to the top surface of the Floor with three 114 in.(6 mm)diam to uL 1479 and CANIULC•s115 T Ratings—0 and 112 Hr(See Item 2) FT Ratings—0 and 112 Hr(See Item 2) Io UL 1479 and cnwuLC-s 115 T Ratings—0 and 112 Hr(See Item 2) FT Ratings—0 and 112 Hr(See Item 2) L Rating At 400 F—4 CFM1sq ft(See Item 3A) by min 1-114 in.(32 mm)long steel expansion bolts or screw anchors(installed in a triangular fashion through holes provided).As alternates to the FH Ratings—2 and 3 Hr(See Items 1 and 1A) FH Ratings—2 and 3 Hr(See Items 1 and 1A) W Rating—Class I (See Item 3A) anchors specified above,Hilti 114 in.(6 mm)diam by 1-114 in.(32 mm)long KWIK-CON fl+concrete screw anchor,11/4 in.(6 mm)diam by A 1-314 in.(45 mm)long KWiK-BOLT 3 steel expansion anchor or Hilti 114 in.(6 mm)by 314 in.(19 mm)long Metal HIT Anchor may be used.In FTH Ratings—0 and 112 Hr(See Item 2) FTH Ratings—0 and 112 Hr(See Item 2) 4 addition,for nam 2 in.(51 mm),3 in.and 4 in.(102 mm)firestop devices,four 11/16 in.(18 mm)long Hilb X-GH P18 MX steel fasteners may be 3.Firestop Device`—Drop-in firestop device installed in core-drilled or sleeved opening in concrete floor assembly in accordance with 4 installed through the steel fange,two on each side.The firestop devices shall be installed as detailed in the following table: A accompanying installation instructions.The firestop device flange should be secured to the top surface of the floor with three 114 in.(6 mm)diam p r ° 3 1 5 4 by rain 1-114 in.(32 mm)long steel expansion bolts or screw anchors(installed in a triangular fashion through holes provided).As alternates to the ■ �/ Core Hole or Nom Diam of anchors specified above,Hilti 114 in.(6 mm)diam by 1-114 in.(32 mm)long KWIK-CON II+concrete screw anchor,Hilti 114 in.(6 mm)diam by ■ Sleeve Diam, Firestop Insulation Type Through Penetrant, p -� 0 3 1 1-314 in.(45 mm)long KWIK-BOLT 3 steel expansion anchor or Hilti 114 in.(6 mm)by 314 in.(19 mrr brig Metal HIT Anchor maybe used.In I In.(mm) Device In.(mm) �/ addition,for nom 2 in. (51 mm),3 in.(76 mm)and 4 in.(102 mm)firestop devices,four 11116 in.(18 mm)long Hilti X-GH P18 Ni fasteners 4(102) CFS-D1D 2"MD 2(51)or smaller+ maybe installed through the steel flange,two on each side.The firestop devices shall be installed as detailed in the following table: f 1 5(102) CFS-DID 3"MD 31 I 0 Nom Pipe (item 5 or 5A) Core Hale O 16(152) CFS-DID 4"1 4(102) \ LLUU or Tube(Item 4) and Thickness, Firestop or Sleeve Diam, Diam,In.(mm) In.(mm) Device In.(mm) 3 19(229) CFS DID fi"MD 6(152) O \ ° 4 1/2(13) 314 or 1 (19 or 25)ABJPVC CFS-DID 2"MD 41 SECTION A-A +For pipe smaller than nam 2 in.(51 mm)diam,Adapter and Top Seal Plug is required to be used. I 3 1(25) 3/4 or 1 (19 or 25)AB/PVC CFS-DID 3"MD 51 cis HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC—CFS-DID 2"MD,CFS-DID 3"1 CFS-DID 4"1 CFS-DID 6"MD A 3A.Firestop Device'-Water Barrier Module—(Optional,Not Shown)-Used in combination with the CFS-DID device and supplied by device SECTION A-A 2(51) 314 or 1(19 or 25}AB/PVC CFS DID 4"MD 6(152) manufacturer,Module is threaded onto top of device. 4(102) 314 or 1 (19 or 25)AB/PVC CFS-DID 6"MD 91 W Rating and L Rating apply only when water barrier module is used. 1112(1'3) 1 (25)Glass Fiber CFS-DID 2"MD 4(102) i HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC—Water Barrier Module 4.Through Penetrant—One nonmetallic pipe to be installed within the firestop device.Pipe to be rigidly supported on both sides of floor assembly. 1 (25) 1 (25)Glass Fiber CFS-DED 3"MD 5(127)I IUVISIC1h5 The following types of pipe may be used: 1 (25) 1-1/2(38)Glass Fiber CFS-DID 4"MD 6(152) M A.Polyvinyl Chloride(PVC)Pipe—Nam 6 in.(152 mm)diam(or smaller)Schedule 40 solid core or cellular core PVC pipe for use in closed L (process or supply)or vented(drain,waste or vent)piping system. 21 1 (25)Glass Fiber CFS-Did 4"MD 6(152} 1 -OCT-2018 BUILDING PERMIT RESUBMITTAL to B.Acrylonitrile Butadiene Styrene(ABS)Pipe—Nam 6 in.(152 mm)diam(or smaller)Schedule 40 solid core or celtularcore ABS pipe for use 21 2(51)Glass Fiber CFS-DID 6"MD 9(229)I ISSUES U in closed(process or supply)or vented(drain,waste or vent)piping system. C.Chlorinated Polyvinyl Chloride(CPVC)Pipe—Nom 6 in.(152 mm)diam(or smalter)SDR 13.5 CPVC pipe for use in closed(process or 4(102) 1 (25)Glass Fiber CFS-DID 6"MD 9(229) o ■ supply)or vented(drain,waste or vent)piping system. HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC—CFS DID 2"MD,CFS DID 3"MD,CFS DID 4"MD,CFS-DID 6"MD ■ PROJECT NUMBER CIRAWN BY CHECKED BY D.Flame Retardant Polypropylene(PRPP)a or a Nom 6 in. Rte mm)dam(or smaller)Schedule 40(or heavier)PRPP pipe for use in closed 4.Through Penetrant—One metallic pipe or tubing to be installed within the firestop device.Pipe or tubing to be rigidly supported on both sides of 16761 KT RLC _ (process or supply}or vented(drain,waste yr vent}piping systems. UE.Polypropylene(PP)Pipe—Nom 2 in.(63 mm OD)diam(or smaller)Aquatherm Greenpipe SDR 11 Pi pipe for use in closed(process or 1.Floor Assembly—Min 2-1/2 in.(64 mm)to max 8 in.(203 mm)thick reinforced lightweight or normal weight(100-150 pcf floor assembly.The following types of pipe or tubing may be used: 1.Floor Assembly Min 2-112 in. 64 mm to max 8 in. 203 mm thick reinforced lightweight or normal weight 100-150 f or 1600.2400 k /m3 supply)piping systems.The F Rating for the firestop system is limited to 2 Hr when this penetrant is used. or 1600-2400 k /ma concrete.When concrete thickness is min 4-112 in. 114 mm F Rating Is 3 hr. A.Steel Pipe-�Nom 4 in.(102 mm)diam(or smailer)Schedule 10(or heavier)steel pipe. ,-al Y— ( ) ( ) 9 ( Pc 9 ) PP Y)p P 9 Y 9 P Y P 9 ) ( )' 9 B.Iron Pipe—Nom 4 in.(102 mm)diam(or smaller)cast or ductile pipe. m), concrete.When concrete thickness is min 4-1/2 in.(114 mF Rating is 3 hr. T Rating is 114 hr when Pipe D is used. 1A.Floor Assembly—(Optional,Not Shown)—The fire rated concrete and steel deck floor assembly shall be constructed of the materials and in ALL DRAWINGS AND WRIrTEN MATERIAL APPEARING HEREIN GONSTtruTE n C.Copper Tubing—Nom 4 in.(102 mm)diam(or smaller)Type L(or heavier)copper tubing. �p 1A.Floor Assembly—(Optional,Not Shown)—The fire rated concrete and steel deck floor assembly shall be Constructed of the materials and in the manner specified in the individual D700,D800 or D900 Series designs in the UL Fire Resistance Directory and as summarized below: THE ORIGINAL AND unlrueusHED WO"OF THE ARCHITECT AND MAY D.Copper Pipe—Nom 4 in.(102 mm)diam(or smaller)Regular(or heavier)copper pipe. r-I — - NOT 8E DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN r Certification f r' Certification n A.Concrete Min 2-1l2 in. 64 mm to max 8 In. 203 mm thick reinforced lightweight ht or normal weight 100 150 pcf the manner specified in the individual D700,D800 or D900 Series designs in the UL Fire Resistance D+rectory and as summarized below 'Indicates such products shall loco the UL or cull Ce ca Ian Mark o Iunsdictions employing the UL yr cull Cerilfcatlon(such as Canada), f ) { ) g 9 9 ( p +— '_' A.Concrete—Min 2-112 in. 64 mm)to max 8 in. 203 mm thick reinforced lightweight or normal weight 100.150 f or 1600-2400 k m3 respectively. or 1600-2400 k Ims concrete,as measured over crest of fluted steel deck.When concrete topping thickness is min 4-112 in. 114 mm,the F 5.Tube Insulation Plashes Nam 314 or 1 in.(19 or 25 mm}thick acrylonitrile butadienelpolyyinyl chloride(AB/PVC)flexible foam furnished in CONSENT OF THE ARCHITECT. ( ) 9 ( } g ) PP 9 ( ) the form of tubing. ti concrete,as measured over crest of fluted steel deck.When concrete topping thickness is min 4-1/2 in.(114 mm),F Rating is 3 hr. and FH Ratings are 3 hr. 9 c zots tiro ARCHlreers — I in h individual B.Steei Floor and Form Units"—Composite or non-composite max 3 in. 76 mm dee alv steel fluted units as specified in the individual See Plastics+(OMFZ2)Category in the Plastics Recognized Component Directory far names of manufacturers.Any Recognized Component B.Steel Floor and Foal Units' Composite or non composite max 3 in.(76 mm}deep galv steel fluted units as speeded the p po ( ) p 9 tube insulation material meeting the above specifications and having a UL94 Flammability Classification of 94-SVA may be used. Floor-Ceifing Design. Floor-Ceiling Design. P 9 ( ) y heavy density( p g ')g U 5A.Pipe Couehn '—Nom 1,1-112 or 2 in. 25,38 or 51 mm thick hollow c iindrital her densi 'min 3.5 pcf or 5fi k lilt lass fiber 2.Metallic Sleeve—(Optional,Not Shown)-Nom 4,5 or 6 in.(102,127 or 152 mm)diam Schedule 10(or heavier)steel sleeve cast or grouted into 2.Metallic Sleeve—(Optional,Not Shown)-Nom 4,5 or 6 in.(102,127 or 152 mm)diam Schedule 10(or heavier)steel sleeve cast or grouted into a floor assembly,flush with floor surfaces.When metallic sleeve is used,the T,FT and FTH Ratings are 0 Hr. units,jacketed it the outside with an all service jacket.Longitudinal joints sealed with metal fasteners or factory applied SSL tape.Transverse FIRE RATED PENETRATION floor assembly,flush with floor surfaces.When metallic sleeve is used,T Rating is 0 Hr. Y� g < 2A.Sheet Metal Sleeve—(Optional,Not Shown Nom 4,5,6 or 9 in. 102,127,152 or 229 mm diam,min 26 a air steel provided with a 26 2A.Sheet Metal Sleeve—(Optional,Not Shown)-Nom 4,5,6 or 9 in.(102,127,152 or 229 mm)diam,min 26 ga galv steel provided with a 26 ga joints secured with metal fasteners in with butt tape supplied with the product. ( P )— ( ) 9 9 p See Pipe and Equipment Covering-Materials(BRGU)category in the Building Materials Directory for names of manufacturers.Any pipe r\ ga galv steel square flange spot welded to the sleeve at approx mid-height,or flush with bottom of sleeve in floors,and sized to be a min of 2 in. galv steel square flange spot welded to the sleeve at approx mid-height,or flush with bottom of sleeve in floors,and sized to be a min of 2 in.(51 covering materia/meeting the above specifications and bearing the UL Classification Markin with a Flame Spread Index of 25 or less and a r IR (51 mm)larger than the sleeve diam.The sleeve is to be cast in place and may extend a max of 4 in.(102 mm)below the bottom of the deck and mm)larger than the sleeve diam.The sleeve is to be cast in place and may extend a max of 4 in.(102 mm)below the bottom of the deck and g 9 p 9 9 P DETAILS I'Dflush with the top surface of the Concrete floor.When sheet metal sleeve is used,T Rating is 0 Hr. flush with the top surface of the concrete floor.When sheet metal sleeve is used,the T,FT and FTH Ratings are 0 Hr. Smoke Developed Index of 50 or less may be used. o 'Bearing the UL Classification Mark 0 tp R11 " eproduced by Hl i,Inc.Courtesy of Reproduced by HILTI,Inc.Courtesy of Reproduced by HILTI,Inc.Courtesy of Reproduced by HILTI,Inc.Courtesy of T-1 Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. o October 09,2014 October 09,2014 December 21,2011 December 21,2011 Hilti Firestop Systems Page: 1 of 2 Hilti Firestop Systems Page: 2 of 2 Hilti Firestop Systems Page: 1 oft Hilti Firestop Systems Page:. 2 of 2 co0 00 A836 o 10 0 9 0 8 0 7 0 6 0 5 0 4 0 3 ■ 2 ■ 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 m 2 ■ 1 Ss1F� o SS Ip M ss 1P o o NOTES: �j System No. BW-S-0002 0 Q� System No, BW-S-0039 0 �� System No. HW-D-0106 - System No. HW-D-0106 s M C NW us 3 C � us ANSIIUL2079 CANIULC 5115 (n o � us Assembly Ratings—1 and 2 Hr(See items 2 and 3) 0 m 1. Penetration Details shown are typical details. Refer to the listed system detail for complete system requlrements, ANSlIUL2079 CAN/ULC 5115 s = If field conditions do not match re classifiedbym ter$L boort m ciasLabo by Nominal,Joint Width—2 in. requirements of details, approved alternate details shall be utilized, Verify design Undervwriters Laboratories,Inc. Underxrtiier5 Laboratories,Inc Assembly Ratings—1 and 2 Hr(See Item 1) F Ratings.—1 and 2 Hr(see Item 1) andervrtiters Laboratories,Inc. — toUL2079andCAWUL-5115 Assembly Ratings—1 and 2 Hr(See Item 1) F Ratings—1 and 2 Hr(See Item 1) to UL 2079 andcANIULc-sr15 to UL 2079arid C1AWULC-5115 L RatingAt Ambient— Less Than 1 CFMILin Ft A2.Light Gauge Framing'-Vertical Deflection Ceiling Runner—(For use in applications where the nominaljoint width does not requirements, field conditions and dimensions for compliance with details, including but not limited to the following: Nominal Joint Width-314 In. FT Ratings—1 and 2 Hr(See Item 1) ° exceed 1 in.or 25 mm)-As an alternate to the ceiling runners in Items 2A and 2A1,vertical'deflection ceiling runner to consist of gaiv steel g Nominal Joint Width-314 In. FT Ratings—1 and 2 Hr(See Item 1) L Rating At 4Q0 F—Less Than 1 CFMILin Ft channel with slotted vertical deflection clips mechanically fastened within runner.Slotted clips provided with step bushings far permanent. Fire Rating (F-Rating) L Rating at Ambient Less than 1 CFMILin Ft FH Ratings—1 and 2 Hr(See Item 1) Class II Movement Capabilities—20%Compression or Extension fastening of steel studs.Flanges sized to accommodate steel studs Item 2B Vertical deflection ceiling runner mason anchors or steel Temperature Raking (T Rating} H I L L L Rating at Ambient—Less than 1 CFMILin Ft FH Ratings--1 and 2 Hr(See Item 1) g g { ). g masonry L Rating at 400°F—Less than 1 CFMILin Ft FTH Ratings—1 and 2 Hr(See Item 1) 1 fasteners with steel masonry anchors spaced max 24 in.(610 mm)OC. Leakage Rating (L-Rating) L Rating a1400°F—Less than 1 CFMILin Ft FTH Ratings—1 and 2 Hr(See Item 1J THEAS KEEL NETWORKINC—VertiTrac p g ( g) A R C H 1 T E C T S Nominal Joint Width-314 In. k VTD250,VTD362,VTD400,VTD600 and VTD800 Water Ratio (W-Rating) I, = Nominal Joint Width-314 In. g Gauge Framing*-Notched Ceiling Runner—As an alternate to the ceiling runners in Items 2A through 2A3,notched ceding runners Annular Space x L Rating at Ambient—Less than 1 CFMILin Ft L Rating at Ambient—Less than 1.55 Llslfm m to consist of C-shaped gaiv steel channel with notched return flanges sized to accommodate steel studs(Item 2B).Notched ceiling runner Percent Fill 1 7 5 0 B L A N k E N S H 1 P IZ O A D L Rating at 40D°F—Less than 1.55 Us/lin m secured to concrete floor slab with steel masonry anchors or steel fasteners spaced max 24 in.(610 mm)OC. Movement L Rating at 400°F—Less than 1 CFMILin Ft OLMAR SUPPLY INC—Type SCR Type and thickness of fire rated S Lf 1 T E 4 0 0 9 B.Studs—Steel studs to be min 2-112 in.(64 mm)wide Studs cut 112 to 314 in.(13 to 19 mm)less in length than assembly height with Yp 0 bottom nesting in and resting on floor runner and with top nesting in ceiling runner without attachment.When slotted ceiling runner(Item construction, W EST L 1 N N . O R-E G O N 9 7 0 6 S 2B � 2C Tj �,_= 2A1)is used,steel studs secured to slotted ceiling runner wilh No.8 by 112 in.(13 mm)long wafer head steel screws at midheight of slot on Minimum &maximum width of Joints. TEL 503 . 305 . 8033 FAX 503 . 305 . SO;4 2A each side of wall. .When vertical deflection ceiling runner(Item 2A2)is used,steel studs secured to slotted vertical deflection clips,through 2A 2B — the bushings,with steel screws at midheight of each slot,Stud spacing not to exceed 24 in.(610 mm)OC. 3, If alternate details matching the field conditions are not available, manufacturer's engineering judgment drawings 3 I 1 0 C.Gypsum Board'—Gypsum board installed to a min total thickness of 518 or 1-114 in.(16 or 32 mm)on each side of wall,for 1 or 2 hr fine 2C 36 _ resistance rated walls,respectively.Wall to be constructed as specified in the individual U400 or V400 Series Design in the UL Fire are acceptable subject to approval by the Authority Having Jurisdiction (AHJ), Contact Hilti Inc, for alternative 1 3 Resistance Directory,except that a nominal 2 in, 51 mm a shall be maintained between the to of the ® C , 3A ry, { )gap p gypsum board and the bottom of systems or Engineering Judgment (800-879-8000). Drawings shall follow the International Firestop Council (IFC) ■ / I I concrete floor.The screws attaching the gypsum board to the studs at the top of the first layer shall be located 4 in.(102 mm}from the floor Guidelines for Evaluating Firestop Systems Engineering Judgments. ■ assembly.The screws attaching the second layer to the steel studs shall be located 3-112 in.(89 mm)from the floor assembly.The hourly r fire rating of the joint system is dependent on the hourly rating of the wall. . - I 3.Joint System—Max width of joint(at time of installation of joint system)is 2 in.(51 mm).The joint system is designed to accommodate a 4, References: T T •- 2B max 20 percent compression or extension from its installed width.The joint system shall consist of the following: 2017 Underwriter's Laboratories A.Forming Material`—Nom 518 or 1-114 in.(16 or 32 mm)thick strips of min 4 pcf(64 kg/m3)mineral wool batt insulation,for 1 and 2 Hr Fire Resistance Directory, rated assemblies,respectively,cut to width,compressed 33 percent in width and firmly packed into a between to of the sum board a gap P 9YP Volumes 1 &2, and bottom of the floor assembly,flush with both surfaces of the wall.Adjoining lengths of batt to be ti htl butted with butted seams spaced 1.Floor Assembi Min 4-112 in. 114 mm thick reinforced lightweight or normal weight 100-150 pcf or 1600-2'400 k im' structural . � 2C 2 Y 1 9 9 9 Y Pa NFPA 101 Life Safety Code Y— ( ) 9 ( P 9 ) 2A min 48 in.(1.2 m)apart along the length of the joint. concrete.Floor may also be constructed of any 6 in.(152 mm)thick UL Classified hollow-core Precast Concrete UnT ROCK WOOL MANUFACTURING CO—Delta Board NFPA 70 - National Electric Code Uri See Precast Concrete Units category in the Fire Resistance Directory for names of manufactures. ROXILL INC—SAFE Building code, 2.Wall Assembly—The 1 or 2 h fire-rated gypsum board/steel stud wall assembly shall be constructed of the materials and in the manner specified 1.Floor Assembly—Min 4-112 in.(1 14 mm)thick reinforced lightweight or normal weight(100-150 pcf or 1600-2400 kg/m3)structural THERMAFIBER INC—Type SAF in the individual U400,V400 or W400 Series Wall or Partition Design in the UL Fire Resistance Directory.In addition,the wall may incorporate a concrete.Floor may also be constructed of any 6 in.(1 52 mm)thick UL Classified hollow-core Precast Concrete Units`. Al.FormingMaterial'-Strips—(Optional)-Nom 518 in. 16 mm and 1-114 in. 32 mm wide recut mineral wool strips for 1 and 2 hr rated La P f P ) ( ) ( ) P P 5, Firestop System installation to meet requirements of ASTM E-814 (UL 1479)tested assemblies that provide a fire head-of-wall joints stem as specified in the HW Series Joint Systems in the UL Fire Resistance Directory.The wall shall include the following See Precast Concrete Units category in the Fire Resistance Directo for names of manufactures. 1 Y P Y ry 9 9 ry ry 1.Floor Assembly—Min 4-112 in.(1 14 mm)thick steel-reinforced lightweight or normal weight(100-150 pcf or 1600-2400 kg1m3)structural assemblies,respectively.The strips are cut to thickness,compressed 50 percent in thickness and firmly packed into the gap between the construction features: 2.Wall Assembly—The 1 or 2 h fire-rated gypsum board/steel stud wall assembly shall be constructed of the materials and in the manner specified concrete.Floor may also be constructed of any 6 in.(1 52 mm)thick UL Classified hollow-core Precast Concrete Units'. top of the gypsum board and bottom of the floor assembly,flush with both surfaces of the wall.Adjoining lengths of steps to be tightly butted rating equal or greater to that of construction being penetrated, A.Steel Floor Runners—Floor runners of wall assembly shall consist of min No.25 gauge galv steel channels sized to accommodate steel in the individual U400,V400 or W400 Series Wall or Partition Design in the UL Fire Resistance Directory. In addition,the wall may incorporate a See Precast Concrete Units category in the Fire Resistance Directory for names of manufactures, with butted seams spaced min 48 in.(1.2 m)apart along the length of the joint. studs(Item 2B).Floor runners to be provided with 1-114 in.(32 mm)flanges.Runners secured with steel fasteners spaced 12 in.(305 mm) head-of-wall joint system asspecified in the HW Series Joint Systems in the UL Fire Resistance Directory.The wall shall include the following 2.Wall Assembly—The 1 or 2 hr fire-rated gypsum board)stud wall assembly shall be constructed of the materials and in the manner specified in the HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC—CP 767 Speed Strips 6. Label rated through penetration assemblies prominently with a Hilti Firestop Label equipped with a QR code with OC. construction features: Individual U400 or V400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following construction features: B.Fill,Void or Cavity Material'—Min 1116 in.(1.6 mm)dry thickness(min 118 in.or 3.2 mm wet thickness)of fill material sprayed or troweled the following information. B Studs—Steel studs to be min -112 in.(89mm)wide Studscut 112 to 314 in.(13to 19 mm)less in length than assembly height with bottom A.Steel Floor Runners—Floor runners of wall assembly shall consist of min No.25 gauge galv steel channels sized t accommodate steel A.Steel Floor and Ceiling Runners—Floor and ceiling runners of wall assembly shall consist of min No.25 gauge gale steel channels sized to on each side of the wall to completely cover mineral wool forming material and to overlap min 112 in.(13 mm)onto the gypsum board and Warning! - Do Not Disturb nestingin,resting on and fastened to floor runner with sheet metal screws.Stud spacing not to exceed 24 in. 610 mm OC. studs Item 2B.Floor runners to be provided with 1-114 in. 32 mm flanges.Runners secured with steel fasteners spaced 12 in. 305 mm OC, { j g g g ( )g joint g y g 9 P 9 ( ) ( ) P ( ) g P { ) accommodate steel studs Item 26.Flange height of ceiling runner shall be min 114 In. 6 mm rester than max extended' int width.Ceiling concrete floor assembly. �r C.Gypsum Board`—Gypsum board installed to a min total thickness of 518 or 1-114 in.(16 or 32 mm)on each side of wall for a 1 or 2 hr rated B.Studs—Steel studs to be min 3-112 in,(89 mm)wide.Studs cut 112 to 314 in.(13 to 19 mm)less in length than assembly height with bottom runner secured to concrete floor slab with steel masonry anchors or steel fasteners spaced 24 in.(610 mm)OC. HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC—CP672 FirestopSpray or CFS-SP WB Firestop Joint Spray Through Penetration Firestop P Y P P Y wall,respectively.Wall to be constructed as specified in the individual U400,V400 or W400 Series Design in the UL Fire Resistance Directory, nesting in,resting on and fastened to floor runner with sheet metal screws.Stud spacing not to exceed 24 in.(610 mStemm)OC. Al.A1Light Gauge Framing`-Slotted Ceiling Runner—(For use in applications where the nominal joint width does not exceed 1-112 in.or 38 mm) Sy stern m r installed t min n n f 1- 4 fl h hourly fir C.Gypsum Board' Gypsum board sia ed o a total thickness o 518 or 11 in. 1 r 32 mm n h i f wall for 1 r 2 hr ret except that a max 314 in.(19 mm)gap shall be maintained between the bottom of gypsum board and top of concrete floor.The au y e yp yp ( 6 a )o each side o a o a o ed -Asan alternate to the ceiling runner In Item 2A,slotted ceiling runner to consist of gale steel channel with slotted flanges sized to accommodate `Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or CUL Certification{such as Canada}, UL System # Product(s) Used rating of the joint system is equal to the hourly fire rating of the wall. wall,respectively.Wall to be constructed as specified in the individual U400,V400 or W400 Series Design in the UL Fire Resistance Directory, steel studs(Item 213).Slotted ceiling runner secured to concrete floor slab with steel masonry anchors or steel fasteners spaced max 24 in.(610 respectively. Hourly Rating (F-Raking) ■ 3.Fill,Void or Cavity Material'Sealant—Max separation between top of floor and bottom of gypsum board wall sheathing is 314 in. except that a max 314 in.(19 rnm)gap shall be maintained between the bottom of gypsum board and top of concrete floor. mm)OC. Installation Dake ■ (19 mm).Min 518 in.(16 mm)thickness of fill material installed on each side of the wall between the bottom of the gypsum board and the top of The hourly fire rating of the joint system is equal to the hourly fire rating of the wall. BRADY CONSTRUCTION INNOVATIONS INC,DBA SLIPTRACK SYSTEMS—SLP-TRK the concrete floor,flush with each surface of the wall. 3.Fill,Void or Cavity Material`—Bottom Track Seal—Max separation between the bottom of floor and bottom of wall is 314 in.(19 mm).Factory CALIFORNtA EXPANDED METAL PRODUCTS CO—CST Contractors Name HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC—CP 605 Bottom of Wall Firestop Sealant,CP601S Eiastomenc Firestop supplied foam seal installed under the floor runners(Item 2A)prior to attachment to top side of concrete floor in accordance with the installation CLARKDIETRICH BUILDING SYSTEMS—Type SLT,SLT-H Sealant,CP606 Flexible Firestop Sealant,CFS-S SIL GG,FS-ONE Sealant or instructions. MAR INOIWARE,DN OF WARE INDUSTRIES INC—Type SLT 7, For outlet boxes requiring protection, use only Wall Opening Protective Materials, category CLIV as classified by FS-ONE MAX Intumescent Sealant HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC—CFS-TTS 358,CFS-TTS 600 or CFS-TTS-0S METAL-LITE INC—The System Underwriter's Laboratories, Fire Resistance Directory (Volume 1), `Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), 'Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), SCAFCO STEEL STUD MANUFACTURING CO respectively. respectively. TELLING INDUSTRIES L L C—True-Action Deflection Track Reproduced by HILTI,Inc.Courtesy of Reproduced by HILTI,Inc.Courtesy of 7= Reproduced by HILTI,Inc.Courtesy of 7= Reproduced by HiLTI,Inc.Courtesy of Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. LLOYD H i Hilti Firestop Systems June 29,2015 Hilti Firestop Systems December 21,2015 Hilti Firestop Systems November 23,2015 Hilti Firestop Systems November 23,2015 P Y P Y P Y Page: 1 of 2 P Y Page: 2 of 2 VSs1F'�o System No. HW-D-0209 C4 System No. HW-D-0209 0 C) 1F'�a System No. HW-D-0757 System No. HW-D-0757 r- C is US In � Al.Light Gauge Framing'—Slotted Ceiling Runner-As an alternate to the ceiling runner in Item 2A,slotted ceiling runner to consist of gale ? C US ANSIIUL2079 CANIULC S115 � 1.Floor Assembly—Min 4-112 in.(I 14 mm)thick reinforced lightweight or normal weight(100-150 pcf or 1600-2400 k !m3)structural 3: C.assif ed b ANSIlUL2079 CAN/ULC S115 = Classified b 2 9 9i Z y — steel channel with slotted Flanges sized to accommodate steel studs(Item 2B) Slotted ceiling runner secured to valleys lower surface of — y Assembly Ratings—1 and 2 Hr See Item 2 F Ratio 1 and 2 Hr See Item 2 — concrete.Floor may also be constructed of any 6 in.(152 mm)thick UL Classified hollow-core Precast Concrete Units*. — Underv�rcers Laba�aWres Inc Underwriters Laboratories Inc Y g ( ) 9— ( ) to UL 2079 and CAVUIC-st is Assembly Ratings—1 and 2 Hr(See Item 2) F Ratings—1 and 2 Hr(See Item 2) floor with steel fasteners spaced max 24 in.(610 mm)OC. to UL 2079 and C WULast 15 See Precast Concrete Units category in the Fire Resistance Directory for names of manufactures. ■ BRADY CONSTRUCTION INNOVATIONS INC,DBA SLIPTRACK SYSTEMS---SLP-TRK Nominal Joint Width—112 or 314 In.(See Item 3) FT Rating—1 and 2 Hr(See Item 2) ■ Nominal Joint Width-1 In. FT Ratings—1 and 2 Hr(See Item 2) 2.Wall Assembly—The 1 or 2 h fire-rated gypsum board Isteel stud wall assembly shall be constructed of the materials and in the manner CALIFORNIA EXPANDED METAL PRODUCTS CO—CST Class 11 ur IIrnivverneM specified in the individual U400 or V400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following Class II Movement Capabilities—19%Compression or o MARINOIWARE,DlV OF WARE INDUSTRIES INC—Type SLT Capabilities—50%Compression or Extension FH Rating—1 and 2 Hr(See Item 2) construction features: FH Ratings—1 and 2 Hr(See Item 2) or 86%Cir �ress�n only Extension FH Light Gauge Framing --Vertical Deflection Ceiling Runner-As an alternate to the ceiling runners in Items 2A and 2A1,vertical u A.Steel Floor and Ceiling Runners—Floor and ceiling runners of wall assembly shall consist of min No.25 gauge gaiv steel channels sized deflection ceiling runner to consist of galv steel channel with slotted vertical deflection clips mechanical) fastened within runner.Slofted L Rating at Ambient—Less than 1 CFMILin Ft FTH Rating—1 and 2 Hr(See Item 2) to accommodate steel studs Item 2B.Flange height of ceiling runner shall be min 114 in. 6 mm greater than max extended joint width.. L Rating At Ambient—Less Than 1 CFM/sq ft(See g 9 p Y ( ) 9 9 9 ( )9 Item 3) FTH Ratings—1 and 2 Hr(See Item 2) clips provided with step bushings for permanent fastening of steel studs.Flanges sized to accommodate steel studs(Item 2B).Vertical L Rating at 400°F—Less than 1 CFMILin Ft Nominal Joint Width-13 or 19 mm(See Item 3) Ceiling runner secured to concrete floor slab with steel masonry anchors,steel fasteners spaced 24 in.(610 mm)OC. deflection ceiling runner secured to lower surface of floor with steel fasteners spaced max 24 in.(610 mm)OC. - I Al.Light Gauge Framing`—Slotted Ceiling Runner—As an alternate to the ceiling runner in Item 2A,slotted ceiling runner to consist of L Ratio At 400 F—Less Than 1 CFM/sq ft See Item 3 Nominal Joint Width-1 In. ° Empre II ur iii IExtenr on r 9 q ( ) THE STEEL NETWORK INC—VertiTrack VTD250,VTD362,VTD400,VTD600 and VTD800 Capabilities—50/o Compression or Extension gale steel channel with slotted flanges sized to accommodate steel studs{Item 28).Slotted ceiling runner secured to concrete floor slab j—' Class 11 Movement Capabilities—19%Compression or B.Studs—Steel studs to be min 3-112 in.(89 mm)wide.Studs cut 112 to 314 in.(13 to 19 mm)less in length than assembly height with nr 66%Compression Only with steer masonry anchors or steel fasteners spaced max 24 in (610 mrn)OC. Extension bottom nesting in and resting on floor runner and with top nesting in ceiling runner without attachment.When slotted ceiling runner(Item L Rating at Ambient—Less than 1.55 Llsllin m BRADY CONSTRUCTION INNOVATIONS INC,DBA SLIPTRACK SYSTEMS—SLP-TRK Z See 2A1)is used,steel studs secured to slotted ceiling runner with No.8 by 112 in.(13 mm)long wafer head steel screws at midheight of slot CALIFORNIA EXPANDED METAL PRODUCTS CO—CST L Rating At Ambient—Less Than 1 CFMIsgft w w Item 3 on each side of wall.Stud spacing not to exceed 24 in.(610 mm)OC.When vertical deflection ceiling runner(Item 2A2)is used,steel L Rating at 400°F—Less than 1.55 Usllin m CLARKDIETRICH BUILDING SYSTEMS—Types SLT,SLT-H w studs secured to slotted vertical deflection dips,through the bushings,with steel screws at midheight of each slot.Stud spacing not to MARINOIWARE,DIV OF WARE INDUSTRIES INC—Type SLT L Rating At 400 F—less Than 1 CFM/sq ft(See Item 3) exceed 24 in.(610 mm)OC. METAL-LITE INC—The System 2 - . G Gypsum Board'—For 1 hr assembly,one layer of 518 in.(16 mm)thick gypsum board is required in the individual Wall and Partition SCAFCO STEEL STUD MANUFACTURING CO—Slotted Track Z Design.For 2 hr assembly,two layers of 518 in.(16 mm)thick gypsum board is required in the individual Wall and Partition Design.Wall to TELLING INDUSTRIES L L C—True-Action Deflection Track C be constructed as specified in the individual U400 or V400 Series Design in the UL Fire Resistance Directory,except that a max 1 in.(25 A2.Light Gauge Framing`—Vertical deflection Ceiling Runner—As an alternate to the ceiling runners in Items 2A and 2A1,vertical 0U mm)gap shall be maintained between the top of gypsum board and bottom of concrete floor.The screws attaching the gypsum board to deflection ceiling runner to consist of galv steel channel with slotted vertical deflection clips mechanically fastened within runner,Slotted � cC _J the studs at the top of the first layer shall be located 4 in.(102 mm)below the floor.The screws attaching the second layer to the steel clips,provided with step bushings,for permanent fastening of steel studs.Flanges sized to accommodate steel studs(Item 28).VerticalC >- studs shallbe installed into the studs 3-112 in.(89 mm)below the floor. deflection ceiling runner secured to concrete floor slab with steel fasteners or steel masonry anchors spaced max 24 in,(610 mm)OC. d w `� S The hourly fire rating of the joint system is equql to the hourly ratings of the walls. THE STEEL NETWORK INC--VertiTrack VTD250,VTD362,VTD400,VTD600 and VTD800 12�_4 4 C_ 3.Fill,Void or Cavity Material`-Sealant—Max separation between bottom of floor and top of wall is 1 in.(25 mm).The joint system is designed A3.Light Gauge Framing`—Notched Ceiling Runner—As an alternate to the ceiling runners in Items 2A through 2A3,notched ceiling U_ 0 to accommodate a max 19 percent compression or extension from its installed width.Min 518 in.(16 mm)thickness of fill material installed on runners to consist of C-shaped,galv steel channel with notched return flanges sized to accommodate steel studs(Item 2B).Notched ceiling < =. a, I each side of the wall between the top of the gypsum board and the bottom of the concrete floor,flush with each surface of the wall. =7 runner secured to concrete floor slab with steel masonry anchors or steel fasteners spaced max 24 in.(610 mm)OC. LLl L, ■ HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC—CP601S Elastomeric Firestop Sealant or CP606 Flexible Firestop Sealant or OLMAR SUPPLY INC—Type SCR ■ Z Z CFS-S SIL GG Sealant.L Ratings apply only when CP606 or CFS-S SIL GG Sealant is used. B,Studs—Steel studs to be min 3-112 in.(64 mm)wide.Studs cut 314 to 1 in.(19 to 25 mm)less in length than assembly height with bottom LLJ> 1 . 4.Forming Material—(Optional,Not Shown)-Mineral wool insulation,fiberglass batt insulation or poiyurethanelpolyethylene foam backer 3 1 nesting in and resting on floor runner and with top nesting in ceiling runner without attachment.When slotted ceiling runner(Item 2A1)is � ¢ 4 3 rod.Forming material to be recessed from both surfaces of the 2 hr fire rated wall to accommodate the required thickness of fill material. ;�__J used,steel studs secured to slotted ceiling runner with No.8 by 112 in.(13 mm)long wafer head steel screws at mid-height of slot on each C) C) I0side of walt.Stud spacing not to exceed 24 in.(610 mm)OC.When vertical deflection ceiling runner(Item 2A2)is used,steel studs secured „? Z `indicates such products shall bear the UL or CUL Certification Mark far jurisdictions employing the UL or CUL Certification(such as Canadaj, 2A to slotted vertical'deflection clips,through the bushings,with steel screws at mid-height of each slot.Stud spacing not to exceed 24 in.(610 1— ti 2A 0 respectively. mm)OC. �_.� 3 d C.Gypsum Board'—For 1 hr assembly,one layer of 518 in,(16 mm)thick gypsum board is required in the individual Wall and Partition v; C Design.For 2 hr assembly,two layers of 518 in.(16 mm)thick gypsum board is required in the individual Wall and Partition Design.For > 11 1 bosh hourly ratings,a max 314 in.(19 mm)gap shall be maintained between the top of gypsum beard and the bottom of surface of the _< `= 2C \ concrete floor.The screws attaching the gypsum board to studs at the top of the wall shall be located 1 in,(25 mm)to 1-112 in,(38 mm) F below the bottom edge of the ceiling runner. in A The hourly ratings of the joint system are dependent on the hourly rating of the wall. n /� 2B 3.Fill,Void or Cavity Material"—Top Track Seal—When max separation between the bottom of floor and top of wall is 112 in.(13 mm),the �„�l joint system is designed to accommodate a max 50 percent compression or extension from its installed width.When max separation between the bottom of floor and top of wall is 314 in.(19 mm),the joint system is designed to accommodate a max 66%compression only from its 1.Floor Assembly Min 4-112 in.(1 14 mm)thick reinforced lightweight or normal weight(100-150 pcf or 1600 2400 kgim3)structural installed width,Factory supplied foam seal installed over the ceiling runner(Item 2A)prior to attachment to underside of concrete floor in concrete.Floor may also be constructed of any 6 in,(152 mm)thick UL Classified hollow-core Precast Concrete Units`. accordance with the installation instructions. N See Precast Concrete Units category in the Fire Resistance Directory for names of manufactures. HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC—CFS-TTS 358,CFS-TTS 600 or CFS-TTS-OS 2.Wall Assembly`The 1 or 2 h fire rated gypsum boardisteel stud wail assembly shall be constructed of the materials and in the manner specified ' in the individual U400,V400 or W400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following Indicates such products shall bear the UL or CUL Certification Mark for jurisdictions employing the UL or CUL Certification(such as Canada), construction features' respectively. A.Steel Floor and Ceiling Runners—Floor and ceiling runners of wall assembly shail consist of min No.25 gauge gals steel channels sized to accommodate steel studs(Item 2B).Flange height of ceiling runner shall be min 114 in.(6 mm)greater than max extended joint width.Ceiling ■. runner secured with masonry anchors or steel fasteners spaced 24 in.(610 mm)OC. ■ — THIS WIDTH SHOULD BE 3"' Reproduced by HILTI,Inc.Courtesy of Reproduced by HILTI,Inc.Courtesy of Reproduced by HGLTi,Inc.Courtesy of Reproduced by HILTI,Inc.Courtesy of. I I :J I Underwriters Laboratories,Inc. ::J Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc, February 23,2015 Hilti Firestop Systems February 23,2015 Hilti Firestop Systems December 22,2015 Hilti Firestop Systems December 22,2015 Hilti Firestop Systems �Page: 1 of 2 P Y �Page: 2 of 2 P Y �Page: 1 of 2 P Y 1 Page: 2 of 2 N " SS 1 F cw CSE �,I 1F/ A 1.Floor Assembly—Min 2-112 in.(64 mm)thick reinforced lightweight or normal weight(100-150 pcf or 1600-2400 kg/m3)structural concrete, �,� System No. HW-�-0572 'n S Stem No. HW-D-0572 'n System No. HW-D-0342 �, Z /�l� Y a Y o 0 2,Shaft Wall Assembly—The 2 hr fire-rated gypsum board!steel stud shaft wall assembly shall be constructed of the materials and in the G �/ 0 a C us ANSIIUL2079 CAN/ULC S115 � manner described in the individual U400,V400 or W400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include 3 C us ANSIIUL2079 CANIULC 5115 3: 3: classified by - - - = the following construction features: = ciassffied by = Z Undem�riFers Laboratories,Int, — — Undenxriters Laboratories,Inc. Assembly Rating—2 Hr F Rating—2 Hr A.Floor and Ceiling Runners—J-shaped runner,2-112 in. 64 mm wide with unequal les of min 1.114 in. 32 mm and 2 in. lo UL 2079 and CANIULC-9115 .. -- -- 9 p ( ) q 9 ( ) to UL 2079 and CAWutc-s1r5 Assembly Ratings—1 and 2 Hr(See Item 2) F Ratings—1 and 2 Hr(See Item 2) Nominal Joint Width-1 In, FT Rating—2 Hr (51 mm),fabricated from min 24 MSG gaiv steel.Runners positioned with short.leg toward finished side of wall.Runners attached to 81.Light Gauge Framing'-Slotted Ceiling Runner—As an alternate to the ceiling runner in item 2B,slotted ceiling runner to consist of galv .Q - structural supports with steel fasteners located not greater than 2 in.(51 mm)from ends and not greater than 24 in.(610 mm)OC. Nominal Joint Width 1 112 In. FT Ratings—1 and 2 Hr(See Item 2) steel channel with slotted flanges sized to accommodate steel studs(Item 2C).Flange height of slotted ceiling runner shall be min 114 in.(6 Class II Movement Capabilities—8./o Compression and FH Rating—2 Hr B.Light Gauge Framing'-Slotted Ceiling Track—(Optional)Slotted ceiling track shall consist of galv steel channels with slottedGlass I I Movement Capabilities—50/o o Compression mm)greater than max extended joint width.Slotted ceiling runner secured with steel fasteners located not more than 2 in.(51 nam)from ends Extension __ flanges.Slotted ceiling track sized to accommodate steel"C-H"studs(Items 2C).Attached to concrete at ceiling with steel fasteners spaced and Extension FH Ratings—1 and 2 Hr(See Item 2) and spaced max 24 in.(610 mm)OC. L Rating At Ambient—Less Than 1 CFMILin ft FTH Rating—2 Hr max 24 in.(610 mm)OC. BRADY CONSTRUCTION INNOVATIONS INC,DBA SLIPTRACK SYSTEMS—SLP-TRK FTH Ratings—1 and 2 Hr(See Item 2) L Rating At 400 F—Less Than 1 CFM*ft Nominal Joint Width-1 In. CALIFORNIA EXPANDED METAL PRODUCTS CO—CST CALIFORNIA EXPANDED METAL PRODUCTS CO—CST BRADY CONSTRUCTION INNOVATIONS INC,DBA SLIPTRACK SYSTEMS--SLP-TRK INominal Joint Width-1-112 In. CLARKDIETRICH BUILDING SYSTEMS—Type SLT,Sli ■ ■ Class II Movement Capabilities—8%Compression and MARINO/WARE,DlV OF WARE INDUSTRIES INC—Type SLT MARINOIWARE,DIV OF WARE INDUSTRIES INC—Type SLT ExtensionB1.Light Gauge Framing Members'—(Optional Not Shown)-As an option,the steel studs(Item 2C)may incorporate vertical deflection clips Class It Movement Capabilities—50%Compression METAL-LITE INC—The System L Rating At Ambient—Less Than 1 CFMllin ft for attachment to the ceiling runner(Item 2A)in accordance with the manufacturers instructions. and Extension SCAFCO STEEL STUD MANUFACTURING CO—Slotted Track THE STEEL NETWORK INC—VertiClip SLD 150, 1' TELLING INDUSTRIES L L C—True-Action Deflection Track L Rating At 4001 Less Than 1 CFMiIin ft C.Steel Studs—C-H-shaped studs,2-112 in.(64 mm)wide by 1-112 in.(38 mm)deep,fabricated from min 25 MSG gaiv steel,cut to C.Steel Studs—C-H shaped studs,min 4 in.(1 02 mm)wide by 1-112 in.(38 mm)deep,fabricated from 25 MSG gaiv steel,cut to - lengths 3i8 to 112 in.(10 to 13 mm)less than floor to ceiling height and spaced 24 in.(610 mm)OC.Studs nest in floor runner at bottom and lengths 314 to 1 in.(19 to 25 mm)less than floor to ceiling height and spaced 24 in.(610 mm)OC. 1 J runner or slotted ceiling track at top.After installation of gypsum board liner panels(Item 2D),studs secured to flange of floor runner on /1 D.Gypsum Board'—Nom 1 in.(25 mm)thick gypsum board liner panels.Panels cut 1.112 In.(38 mm)less in length than floor to ceiling finished side of wall only with No.6 by 112 in.(13 mm)long self-drilling,self-tapping steel screws.Studs secured to flange of slotted ceiling height.Vertical edges inserted in H-shaped section of C-H studs.At the ends of the assembly,the free edge of the end panels are attached to _ track on finished side of wall only with No.8 by 112 in.(13 mm)long self-trilling,self-tapping wafer head steel screws at slot midheight. the long leg of vertical J-runners(Item 2A)with 1-5/8 in.(41 mm)long Type S steel screws spaced max 12 in.(305 mm)OC. D.Gypsum Board`—1 in.(25 mm)thick by 24 in.(610 mm)wide gypsum board liner panels as specified in the individual'U400 or E.Gypsum Board'—Nom 518 in.(16 mm)thick gypsum board applied vertically in one or two layers for 1 hr and 2 hr fire rated V400-Series design.Panels cut 1 in.(25 mm)less in length than floor to ceiling height.Vertical edges inserted in""H"-shaped section of - assemblies,respectively.Panels cut 1-112 in.(38 mm)less in length than floor to ceiling height,The screws attaching the gypsum board "C-H""studs.At the ends of the assembly,the free edge of the end panels are attached to the long leg of vertical J-runners(Item 2A)with layers to the C-H studs shall be located 1 to 1-112 in.(25 to 38 mm)below the bottom of the ceiling runner or slotted ceiling track.No gypsum ca 1.518 in.(41 mm)long Type S steel screws spaced max 12 in.(305 mm)OC. board attachment screws are to penetrate the ceiling runner or slotted ceiling track. `� 7 � E.Gypsum Board'—Gypsum board sheets, 112 or 518 in.(13 or 16 mm)thick,applied vertically or horizontally in two layers on finished side The hourly ratings of the joint system are equal to the hourly fire rating of the wall. of wall as specified in the individual U400 or V400-Series design.A max 1 in.(25 mm)gap shall be maintained between the top of the 14>)� 3.Joint System Max separation between bottom of floor and top of gypsum board(at the time of installation of the joint system)is 1 112 in, gypsum board and the bottom surface of the concrete floor.The screws attaching the gypsum board layers to the G-H studs shall be Located 3A (38 mm).The joint system is designed to accommodate a max 50 percent compression or extension from its installed width.The joint system � 1 In.(25 mm)below the bottom of the J-runner or slotted ceiling track.No gypsum board attachment screws are to penetrate the ceiling consists of the following: 9J-runner and slotted ceiling track. 26 A.Forming Material*—Min 4 pcf(64 kg/m3)density mineral wool batt Insulation cut to a thickness twice larger than the distance between the REVIMON .- . C 3.Joint System—Max separation between top of liner panel(Item 2D)and between top of gypsum board sheets(Item 2E)at time of installation top of the gypsum board and the bottom of the floor.Material compressed 50 percent and installed within ceiling runner above top of liner m \: of joint system is 1 in.(25 mm).The joint system is designed to accommodate a maximum 8 percent compression and extension from its panel flush with the inside surface of the penal.Material compressed and installed on finished side of the wall between the lop of the gypsum o - \\' installed width.The joint system consists of the following: board and the bottom of the floor,flush with the surface of the wall. 16-OCT-2018 BUILDING PERMIT RESUBMITTAL na A.Fill,Void or Cavity Material`-Sealant—Min 1 in.(25 mm)depth of sealant to be installed to fill linear gap between top of gypsum board i 2D ROCK WOOL MANUFACTURING CO—Delta Board ISSUES Q 3A liner panel(Item 2D)and top inside surface of ceiling J-runner or slotted ceiling track prior to installation of gypsum board(ItemD2E)on ROXUL INC—SAFE 2B finished side of wall.Nein 1 in.(25 mm)depth of sealant to be Installed to fill linear gap between top of gypsum board sheets(Item 2E)and .� THERMAFIBER INC—Type SAF ■ PK01ECT NUMBER PK AWN BY CHECKED BY o ■ 2A bottom of concrete floor. A1.Forming Material"-Strips—As an alternate to Item 2A,the strips are stacked to a height twice larger than the distance between the top of L_I HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC—CP 606 2C the gypsum board and the bottom of the floor.Strips compressed 50 percent and installed within ceiling runner above top of liner panel Flush 16761 KT RLC _r 2E 2D 'Bearing the UL Classification Mark 2E with the inside surface of the panel.Strips compressed and installed on finished side of the wall between the top of the gypsum board and the bottom of the floor,flush with the surface of the wall. �1 1 HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC—CP 767 Speed Strips 1,0 2C ✓ B.Fill,Void or Cavity Material"—Min 1116 in.(1.6 mm)dry thickness(118 in.or 3.2 mm wet thickness)of fill material sprayed or troweled within ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE N` 1.Floor Assembly—Min 2-112 in.(64 mm)thick lightweight or normal weight(100-150 pcf or 1600-2400 kg1m3)structural concrete.Floor may also THE ORIGINAL AND UNPUBLISHED WORK Of THE ARCHITECT AND MAY Ap stud cavity and on finished side of the shaft wall to completely cover mineral wool forming material.Fill material to overlap a min of 112 in.(13 ,l consist of any min 6 in.(152 mm)thick UL Classified hollow-core Precast Concrete Units'. NOT BE DUPLICATED.USED OR DISCLOSED WITHOUT THE MOIL WRITTEN See Precast Concrete Units(CAZT)category in the Fire Resistance Directory for names of manufacturers, mm)onto gypsum board and ceiling Wanner within stud cavity.Fill material to overlap a min of 112 in.(13 mm)onto gypsum board and CONSENT Of THE ARCHITECT. > 2,Shaft Wall Assembly—The 1 hr or 2 hr fire rated gypsum board/steel stud shaft wall assembly shall be constructed of the materials and in the concrete on finished side of wall. zols HUE ARCHlrfcrs aY manner described in the individual U400,V400 or W400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC—CP 672 Firestop Spray or CFS-SP WB Firestop Joint Spray < following construction features: U A.Floor and Wall Runners—(Not Shown)-J-shaped runner,sized equal in width to steel studs(Item 2C),wiih unequal legs of 1 in. indicates such products shall bear the UL or CUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada). respectively. � FIRE 1n \ lT PENETRATION (25 mm)and 2 in.(51 mm),Fabricated from 24 MSG gale steel,Runners positioned with short leg toward finished side of wall.Runners Q attached to floor with steel fasteners located not greater than 2 in.(51 mm)from ends and not greater than 24 in.(610 mm)OC, B.Ceiling Runner—Ceiling runner shall consist of gals steel channel sized to accommodate steel studs(Item 2C).Flange height of ceiling L 00 runner shall be min 114 in,(6 mm)greater than max extended joint width.Ceiling runner secured with steel fasteners located not more than 2 D L TAIL S - in.(51 mm)from ends and spaced not greater than 24 in.(610 mm)OC. 0 0 1-1GO Reproduced b HILTI,Inc.Courter of Reproduced by HILTI,Inc.Courtesy of Reproduced by HILTI,Inc.Courtesy of Reproduced by HILTI,Inc.Courtesy of P Y Y 1-0 IIIIIIIIIIIIIIIIIIIIIIIII Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. C:) EZZ= March 23,2012 March 23,2012 November 23,2015 November 23,2015 Hilti Firestop Systems I Page: 1 of 2 Hilti Firestop Systems I Page: 2 of 2 Hilti Firestop Systems 1 Page: 1 of 2 Hilti Firestop Systems I Page: 2 of 2 00 _.. . . _ _. X837 0 !1� im 10 ■ 9 ■ 8 0 7 ■ 6 ■ 5 a 4 ■ 3 0 2 ■ 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 Wall Opening Protective Materials (CLIV, CLIVI) Wall Opening Protective Materials (CLIV, CLIV7) w Wall Opening Protective Materials (CLIV, CLIV7) UJ Wall Opening Protective Materials (CLIV, CLIV7) W NOTES C V47 us z ? 1, Penetration Details shown are typical details, Refer to the listed system detail for complete system requirements. classifedby X X X X If field conditions do not match requirements of details, approved alternate details shall be utilized. Verify design UM"Mers Laboratories,Inc. ca m to UL 263 and CAN,ULC-5101 cs. a 0- a requirements, field conditions and dimensions for compliance with details, including but not limited to the following: Cn a Fire Rating (F Rating) i i LU LU LU w Temperature Rating (T-Rating) L L _ CP 617 or CFS-P PA Firestop Putty Pads,for use with flush device UL Listed Metallic Outlet Boxes installed with steel mud rings or UL Listed �_ a H I Nonmetallic Outlet Boxes in framed wall assemblies as specified below.When protective material is used on outlet boxes on both sides of " CP 617 or CFS-P PA Firestop Putty Pads,for use with max 4 by 4 in.by 1-112 in.deep flush device UL Listed Metallic Outlet Boxes installed U_ Leakage Rating (L-Rating) a the wall as directed,the horizontal separation between outlet boxes on opposite sides of the wall may be less than 24 in.provided that the a with steel cover plates in 1 hr.fire rated gypsum wallboard wall assemblies framed with min 3-112 in,deep wood or steel studs and constructed ¢� Water Rating (W-Rating) A R C H I T E C T 5 = a a boxes are not installed back-to-back(unless otherwise indicated).Installation shall comply with the National Electrical Code(NFPA 70).Min a- as specified in the individual U300,U400 or V400 Series Wall and Partition Designs in the Fire Resistance Directory.The boxes are installed CL Annular Space = Power Cable ds N 118 in.thick(CP 617)or min 0.2 in.(CFS-P PA)thick moldable putty pads are to be installed to completely cover the exterior surfaces of the back to back with 5 in.by 4 in.UL Classified fire block,CP 657 or CFS-BL Firestop Block installed in the cavity between the two boxes. 6 rz Steel Stud or � � rL Percent Fill 1 7 5 0 B L A N K E N S H I P R 0 A D U '`�` outlet box(except for the side of the outlet bax against the stud)and conduit fittingslconnectarsond 10 completely seal against the stud and CP 617 or CFS-P PA Firestop Putty Pads,for use with max 14 by 4 by max 2-112 in.flush device UL Listed Metallic Outlet Boxes installed with Us �_ Wood Stud (Not Shown) -- — — Movement �- r4 gypsum board in the wall cavity unless otherwise noted below.When CFS-P PA is used,the putty pads may be installed with the release rt steel cover plates in 1 and 2 hr.fire rated gypsum board wall assemblies framed with min 5-112 in.deep wood or steel studs for 2 hr fire rated ,_- J Ll l T E 4 0 O 1 or 2-Hr. Gypsum —��, �—� r 118"thick CP617 � 'o liner intact on the outside of the ad with the exce tion of an overlaps,s in which case the liner is to be removed from the bottom la layer at the walls and min 3-112 in.deep wood or steel studs for 1 hr fire rated walls.Walls constructed as specified in the individual U300,U400 or V400 Type and thickness of fire rated CIL Wall Assembly �''� 0- P p y p y or CFS-P PA overlap location.The box composition,max device dimensions,hourly rating,type of stud and type of faceplate are specified below, U Series Wall and Partition Designs in the Fire Resistance Directory.Stud cavity insulation is required and shatl consist of min 5-112 in.(2 hr u construction, WEST LIN N O It E G O N 9 70 6 8 1 or 2 Hr Gypsum Wall Firestop Putty Pad (2-Hr-Shown) CP 617 or CFS-P PA Firestop Putty Pads,for use with max 4'by 4 by max 2-118 in.flush device UL Listed Metallic Outlet Boxes installed with rated walls)or min 3-112 in.(1 hr rated walls)thick fiberglass(min 0.8 pco or mineral fiber(min 4 pcf).Putty pads shall lap min 112 in.onto the Minimum & maximum width Of Joints, TEL 503 . 305 . 3033 FAX 503 . 305 . 8034 Assembly(2 Hr Shawn) ; steel cover plates in 1 and 2 hr.fire rated gypsum wallboard wall assemblies framed with min 3-112 in.deep wood or steel studs and stud and gypsum board within the stud cavity.When boxes are interconnected by means of electrical metallic tube(EMT)or conduit,a ball of \ _ Power Cable constructed as specified in the individual U300,U400 or V400 Series Wail and Partition Designs in the Fire Resistance Directory. putty pad material shall be used to completely plug the open end of each EMT or conduit within the box. CP 617 or CFS-P PA Firestop Putty Pads,for use with max 4-11116 by 4-11116 by max 2-118 in.,or max 4-3/8 by 4-718 by max 2-118 in.,flush CP 617 or CFS-P PA Firestop Putty Pads,for use with max 4-11/16 by 4-11116 by max 2-118 in flush device UL Listed Metallic Outlet Boxes 3. If alternate details matching the field conditions are not available, manufacturer's engineering judgment drawings installed with steel or la gyp p J pp y y g Wood Stud Or device UL Listed Metallic Outlet Boxes installed with steel cover plates for use in 1 hr fire rated V446 gypsum boardlsteel stud or U341 plastic cover plates for use in 1 and 2'hr fire rated sum board wail assemblies framed with min 5-112 in.dee steel are acceptable subject to approval b the Authority Having Jurisdiction (AHI), Contact Hilti Inc, for alternative f Firestop Box Insert gypsum boardlwood stud Wall and Partition Design No.in the Fire Resistance Directory.When U341 wall design is used,wall shall be studs and constructed of the materials and in the manner specified in the individual U400 or V400 Series Wall and Partition Designs in the Fire systems or Engineering Judgment 800-879-8000 Drawings shall follow the International Firestop Council IFC / + Steel Stud Nat Shown I � g ry g P g y 9 9 9 ( )� 9 P ( ) ■ ( ) I sheathed with 5/8 in.gypsum board,and glass or mineral fiber ball insulation shall be installed in stud cavities in accordance with U341 Resistance Directory.Putty pads shall lap min 112 in.onto the stud and gypsum board within the stud cavity.When boxes are interconnected Guidelines for Evaluating Firestop Systems Engineering Judgments, ■ - - design.Boxes may be installed back-to-back. by means of electrical metallic tube(EMT)or conduit,a ball of putty pad material shall be used to completely plug the open end of each EMT UL Listed Non-Metallic Outlet CP 617 or CFS-:Por conduit within the outlet boxes.Metallic outlet boxes may PA Firestop Putty Pads,for use with max 4-11!16 by 4-11116 by max 2-118 in.flush device UL Listed Metallic Outlet Boxes y be provided with steal attachment brackets which offset box min 114 in.from stud. When steel attachment brackets are used,putty ad to be affixed to the back and all four sides of the box. 4. References: 1 � � installed with steel cover plates for use in 1 and 2 hr fire rated gypsum board watt assemblies framed with min 3-112 in.deep wood or steel P Y P iii Box(Refer to UL Listing)or studs and constructed of the materials and in the manner specified in the individual U300,U400 or V400 Series Wall and Partition Designs in CFS-P PA Moldable Putty Pads,for use with max 4-11/16 by 4-11/16 in.by max 2-118 in.flush device UL Listed Metallic Outlet Boxes installed 2017 Underwriter's Laboratories with steel cover plates in 2 hr fir t m r wall assemblies framed with min -1 I UL Listed Metallic Outlet Box the Fire Resistance Directory,Min 0.8 pcf density fiberglass.bait insulation is to be installed within the wall cavity required for 1 hr fire rated p a es era ed gypsum board a asse b es ra ed t 3 12 m deep Slee studs and constructed of the Fire Re515tdnCe Directory, �. \ ./ (Refer to UL Listing) gypsum board wall assemblies and optional in 2 hr fire rated gypsum wallboard assemblies. materials and in the manner specified in the individual U400 and V400 Series Wall and Partition Designs in the Fire Resistance Directory.An Volumes 1 & 2, UL Listed CP 617 or CFS-P PA Firestop Putty Pads,for use with max 4 by 3-314 by 3 in.deep UL Listed Nonmetallic Outlet Boxes manufactured by additional 314 in.ball of putty pad material shall be used to plug the end of each electrical metallic tube or conduit at its connection to the box CFS-P PA Moldable Put Pads,for use with max 4 b 4 b 2.118 in.flush device UL Listed Metallic Outlet Boxes installed with steel or I NFPA 701 Na Safety Code Non-Metallic outlet Box Carlon Electrical Products,made from polyvinyl chloride,and bearing a 2 hr rating under the"Outlet Boxes and Fittings Classification for Fire h' Y y plastic NFPA 70 - National Electric Code (Refer to UL listing) Resistance"category in the Fire Resistance Directory.Putty pads and boxes for use in 1 and 2 hr fire rated gypsum wallboard assemblies, cover plates in 2 hr fire rated gypsum board wall assemblies framed with min 3-1/2 in.deep steel studs and constructed of the materials and in _ framed with min 3-112 in.deep wood studs and constructed as specified in the individual U300 Series Wall and Partition Designs in the Fire the manner specified in the individual U400 and V400 Series Wall and Partition Designs in the Fire Resistance Directory.An additional 314 in. Building Code, Or Resistance Directory.Outlet box secured to wood stud by means of two nailing tabs supplied with the outlet box.Putty pads shall lap min 1/2 ball of putty pad material shall be used to plug the end of each electrical metallic tube or conduit at its connection to the box. �> r, UL Listed MINLMINIIIIIIIIIIIIIIIIIIIIBOX in.onto the stud and gypsum board within the stud cavity.Outlet boxes installed with steel or plastic cover plates. Cl PA Moldable Putty Pads,for use with max 14.1A by 4.112 by 2.1/2 in.flush device UL Listed Metallic Outlet Boxes installed with steel 5, Firestop System Installation to meet requirements of ASTM E-814 (UL 1479) tested assemblies that provide a fire Q) Metallic outlet Box CP 617 or CFS-P PA Firestop Putty Pads,for use with max 4 by 4 by 2-7/8 in.deep UL Listed Nonmetallic Outlet Boxes manufactured by cover plates in 2 hr fire rated gypsum board wall assemblies framed with min 3-112 in.deep steel studs and constructed of the materials and in ratingequal or greater to that of construction being penetrated. Carlon Electrical Products,made from polyvinyl chloride,and bearing a 2 hr rating under the"'Outlet Boxes and Fittings Classification for Fire the manner specified in the individual U400 and V400 Series Wall and Partition Designs in the Fire Resistance Directory.An additional 314 in, g g (Refer to UL listing) ball of a ad material shall be used to plug the end of each electrical metallic tube or conduit at its connection to the box. Resistance"category in the Fire Resistance Directory.Putty pads and boxes For use in the 1 hr fire rated V446 gypsum beardlsteetl stud or putty P P 9 U341 gypsum boardhvood stud Wall and Partition Design in the Fire Resistance Directory.When U341 wall design is used,wall shall be HILTI Firestop Box Insert,for use with flush device UL Listed Metallic Outlet Boxes installed with steel mud rings or UL Listed Nonmetallic Outlet 6, Label rated through-penetration assemblies prominently with a Hilti Firestop Label equipped with a QR code with sheathed with 5/8 in,gypsum board,and glass or mineral fiber batt insulation shall be installed in stud cavities in accordance with U341 Boxes in framed'wall assemblies as specified below.When protective material is used on outlet boxes on both sides of the wall as directed, the following information, design.Outlet box secured to steel stud by means of fastening tab supplied with the outlet box.Putty pads shall lap min 1!2 in.onto the stud the horizontal separation between outlet boxes on opposite sides of the wall may be less than 24 in.provided that the boxes are not installed Warning! - Do Not Disturb and gypsum board within the stud cavity.Outlet boxes installed with steel or plastic cover plates.Boxes may be installed back to back. back-to-back(unless otherwise indicated).Installation shall comply with the National Electrical Code(NFPA 70),The box composition,max device dimensions,hourly rating, a of stud and of faceplate are specified below. Through Penetration Firestop CP 617 Firestop Putty Pads,for use with max 2-1/4 by 3-314 by 2-314 in.deep UL Listed Nonmetallic Outlet Boxes manufactured by Pass and � g°tyP type P p System Seymore,Inc.,and bearing a 2 hr rating under the"Outlet Boxes and Fittings Classification for Fire Resistance"category in the Fire HILTI Firestop Box Insert,for use with max 4-11116 by 4-11116 by 2-1/8 in.deep UL Listed Metallic Outlet Boxes without internal clamps in 1 or 2 y Resistance Directory.Putty pads and boxes for use in 1 and 2 hr fire rated gypsum wallboard assemblies,framed with min 3-112 in.deep hr fire rated gypsum wallboard wall assemblies framed with min 3-1/2 in.deep wood or steel studs and constructed of materials and in the UL System # * Product(s) used wood studs and constructed as specified in the individual U300 Series Wall and Partition Designs in the Fire Resistance Directory.Outlet manner specified in the individual U300,U400 orV400 Series Wall and Partition Designs in the Fire Resistance Directory.Outlet boxes in 1 hr Hourly Rating (F-Rating) ■ tiiT box secured to wood stud by means of two nailing tabs supplied with the outlet box.Putty pads shall'lap min 112 in.onto the stud and fire rated walls may be installed with plastic or steelcover plates.Outlet boxes in 2 hr fire rated walls shall be installed with steel cover plates. Installation Date ■ gypsum board within the stud cavity.Outlet boxes installed with steel or plastic cover plates. One 4-3/8 by 4-318 in. insert adhered to the interior back wall of the outlet box in accordance with the instructions supplied with the product. Contractor's Name CP 617 or CFS-P PA Firestop Putty Pads,for use with max 4 by 3-314 by 3 in.deep UL Listed Nonmetallic Outlet Boxes manufactured by Smaller sized inserts may be cut and combined to achieve the 4-3/8 x 4-318 in coverage. Allied Molded Products,Inc.,made from fiber reinforced thermoplastic and bearing a 2 hr rating under the"Outlet Boxes and Fittings HILTI Firestop Box Insert,for use with max 4 by 4 by 1-112 in.deep and 2-118 in.deep UL Listed Metallic Outlet Boxes without internal clamps in _ Classification for Fire Resistance"category in the Fire Resistance Directory.Putty pads and boxes for use in 1 hr fire rated gypsum 1 or 2 hr fire rated gypsum wallboard wall assemblies framed with min 31/2 in.deep steel or wood studs and constructed of materials and in 7, For Outlet boxes requiring protection, use only Wall Opening Protective Materials, category CLIV a5 classified by wallboard assemblies,framed with min 3-1/2 in.deep wood studs and constructed as specified in the individual U300 Series Wall and the manner specified in the individual U400,V400 or U300 Series Wall and Partition Designs in the Fire Resistance Directory,as summarized Underwriter's Laboratories, Fire Resistance Directory (Volume 1). Partition Designs in the Fire Resistance Directory.Outlet box secured to wood stud by means of two nailing tabs supplied with the outlet box. in the Table below.One 3-11/16 by 3-314 in.insert adhered to the interior back wall of the outlet box in accordance with the instructions Putty pads shall lap min 1/2 in.onto the stud and gypsum board within the stud cavity.Outlet boxes installed with plastic cover plates. supplied with the product.Smaller sized inserts may be cut and combined to achieve the 3-11/16 x 3-314 in coverage. Reproduced by HILTI,Inc.Courtesy of Reproduced by HILTI,Inc.Courtesy of Reproduced by HILTI,Inc.Courtesy of 17w; IiiiiijReproduced by HILTI,Inc.Courtesy of LLOYD H Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. - Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Hilti FirestopSystems December 07,2016 Hilti Firestop Systems December 07,2016 Hilti Firestop Systems December 07,2016 Hi ti Firestop Systems December 07,2016 Y �Page: 1 of 5 P Y �Page:2 of 5 P Y �Page: 3 of 5 P Y �Page:4 of 5 OF � Wall Opening Protective Materials (CLIV, CLIV7) W z X Box Type of Box Hourly Wall m ■ Size and Cover Plate Rating Type a O ■ 4 x 4 x 2-118 in Metallic w/steel cover U300,U400 or V400-wood or steel ~ 2-hour deep plates studs "' it 4 x 4 x 2-1/8 in Metallic w/plastic cover U300, U400 or V400-wood or steel deep plates 1-hour studs 4 x 4 x 1-1/2 in Metallic w/plastic coverCn deep plates 1-hour U300-wood studs v HILTi Firestop Box Insert,for use with max 21/8 x 4 x 21/8 in.deep UL Listed Metallic Outlet Boxes without internal clamps in 2 hr fire rated gypsum wallboard wall assemblies framed with min 31/2 in,deep wood or steel studs and constructed of materials and in the manner specified in the individual U300,U400 or V400 Series Wall and Partition Designs in the Fire Resistance Directory.Outlet boxes may be — I�_w installed with steel cover plates.One 1-7/8 x 2-13/16 insert adhered to the interior back wall of the outlet box in accordance with the w w instructions supplied with the product. HILTI Firestop Box Insert,for use with max 4-112 x 8-1/2 in.by 1-518 in.deep or max 3-3/4 x 5-1/2 in.by 2-1/2 in deep UL Listed Metallic Outlet Boxes without internal clamps in 1 hr or 2 hr fire rated gypsum wallboard wall assemblies framed with min 3112 in.deep steel or wood studs D and constructed of materials and in the manner specified in the individual U400,V400 or U300 Series Wall and Partition Designs in the Fire Resistance Directory,as summarized in the Table below.Outlet boxes installed with steel cover plates.Box inserts evenly spaced and L) J adhered to the interior back wall of the outlet box in accordance with the instructions supplied with the product. O J H Box Size Inserts Used Fire Rating Wall Type ^ °u 1--� ¢ a 4-1/2 x 8-1/2 x 1-5/8 in U300, U400 or V400-wood or V 0 deep Two 3-11116 x 3-314 in.inserts" 2 hour steel studs f-- � ■ 3-3/4 x 5-1/2 x 2-112 in One 3-11116 x 3-3/4 in. insert and 1 hour U300, U400,or V400-wood or ■ deep one 1-7/8 x 2-13/16 in. insert steel studs Z Z -Min 3/4 in.deep plaster rings installed over outlet box.After installation of gypsum board,nom 1/4 in. > < ¢ thickness of Hilti FS-ONmp 'F Sealant or FS-ONE MAX Intumescent Sealant, bearing the UL Classification Marking n G for Fill,Void or Cavity Materials. applied between the base layer of wallboard and the plaster ring. 7 Z i� ti � cC HILTI Firestop Box Insert,for use with 4-3/8 by 4-7/8 by 2-1/4 in.deep flush device UL Listed Metallic Outlet Boxes without internal clamps in 1 v' O hr fire rated gypsum board wall assemblies framed with min 3-112 in.deep wood or steel studs and constructed of the materials and in the manner specified in the individual U300,U400 or V400 Series Wall and Partition Designs in the Fire Resistance Directory.Ore 4-3/8 in.wide by 4-3/8 in.high insert adhered to the interior back wall of the outlet box in accordance with the installation instructions supplied with the product.Smaller sized inserts may be cut and combined to achieve the 4-318 in.by 4-318 in.coverage and adhered to the interior back wall of the outlet box.Outlet boxes installed with plastic or steel cover plates, a HILTI Firestop Box Insert,for use with 4-3/8 by 4-7/8 by 2-114 in,deep flush device UL Listed Metallic Outlet Boxes without internal clamps in 2 hr fire rated gypsum board wall assemblies framed with min 3-1/2 in.deep wood or steel studs and constructed of the materials and in the manner specified in the individual U300,U400 or V400 Series Wall and Partition Designs in the Fire Resistance Directory,Ore 4-3/8 in.Ode by 4.3/8 in.high insert adhered to the interior back wall of the outlet box in accordance with the installation instructions supplied with the product.Smaller sized inserts may be cut and combined to achieve the 4-3/8 in.by 4-3/8 in.coverage and adhered to the interior back wall of the outlet box.Outlet boxes installed with steel cover plates. CP 617 or CFS-P PA Firestop Putty Pads and HILTI Firestop Box Inserts,for use with maximum 4 by 4 by 1-1/2 in.(102 by 102 by 38 mm)deep flush device UL Listed Metallic Outlet Boxes installed with steel mud rings and with steel or plastic faceplates in 1 or 2 hr fire rated gypsum board wall assemblies constructed with min 3-1/2 in.(89 mm)wide wood or steel studs.When both protective materials are used with outlet boxes on both sides of the wall as directed,the boxes may be installed back-to-back provided that the backs of the boxes are minimum 112 in. (13 mm)apart and provided that the boxes are not interconnected.Adjoining pieces of moldable putty pads to be overlapped approx 112 in.(13 ■ ■ mm)at the seam.An insert pad shall be installed to completely cover the back inside surface of each outlet box. � THIS WIDTH SHOULD BE 3" � Reproduced by HILTi,Inc.Courtesy of Underwriters Laboratories,Inc. Hilti Firestop Systems December 07,2016 I Paige.5 of 5 ■ ■ co rn r� m 16-OCT-2018 BUILDING PERMIT RESUBMITTAL E ISSUES ro L -- u C ■ PRoIECT NUMBER DRAWN BY CHECKED BY O ■ 16761 KT RLC Ln U •—i ALL DRAWINGS AND WRIitLN MAiERIAI APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR rl CONSENT OF THE ARCHITECT. Ja C 2018 HILL ARCHITECTS rY i d FIRE RATED PENETRATION d 0 DETAILS 0 a 1-4 00 0 N 00 A838O a� i0 10 ■ - 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 GRID INTERIOR Ln o EXTERIOR C5 SILL H ILL " A FIBER CEMENT LAP SIDING A K C H I T E C T S 'C 1J2"x 2" P.T. FURRING WITH BUG = i SCREEN AT BOTTOM 1750 B L A N K E N S H I P ROAD GRID WATER RESISTANT BARRIER OVER S U I T E 4 0 0 WALL INSULATION FLASHING AND TAPED WEST L I N N . OREGON 9 7 0 6 8 FLASHING OVER 12"SELF-ADHERED TEL 503 . 305 . 8033 FAX 503 . 305 , 803+4 I 2x WALL FRAMING l• w MEMBRANE FLASHING (SHOWN DASHED) a FLOOR FINISH \' o OVER SHEATHING/CONCRETE PRIMER, z o Ln 111 i' U FLOOR LEVEL ■ _ BOT. OF SIDING t .<Q d -I VINYL WINDOW , ' .41 -•a. °• ._a FINISH GRADE CONCRETE I Kiril INTERIOR - = I �%;; SECTION VIE h � EXTERIOR 4 WALL BASE AT SOIL FIBER CEMENT TRIM A850 ASSEMBLY SCALE: 1 1/2" = V-0" li iif PRECAST CONC. SILL ■ GRID I GRID I GRID WALL SHEATHING I En a INTERIOR GRID EXTERIOR of i INTERIOR o EXTERIOR WALL INSULATION o U- FIBER CEMENT TRIM 6 z ie ll 3J8 DIA. HORIZONTAL CABLE - I r" o " 1/2 x Z P.T, FURRING WITH BUG �fi��, 1, WALL SHEATHING Li Li 2x WALL FRAMING SCREEN AT BOTTOM LL , „ ,11. '', WALL SHEATHING �� 1-1/2 x 1-1/2 METAL POST ` / r',r',r,r', r', RIGID INSULATION WATER RESISTIVE BARRIER '� FIBER CEMENT LAP SIDING 1 1 „ WATER RESISTIVE BARRIER LLS ,// � ;;�;=;1 ?=� WALL INSULATION SELF-ADHERED MEMBRANE FLASHING 112"x 2" P.T. FURRING WITH BUG CMU SI -, -, r (W.R.B.) , / Z -, _, ✓ L--- SCREEN AT BOTTOM \ ' -� 12" WIDE SELF-ADHERED -- -- S.A,M, FLASHING OVER ALUM. ZINC Q WATER RESISTANT BARRIER ,;,_ 2x WALL FRAMING , WATER RESISTANT BARRIER OVER CS .' '-' '' '%'"'% 6"CMU ANCHORED r - MEMBRANE (S.A.M,) VERT. AT ` ...'• .< .. � -=: r� FLASHING c� WALL INSULATION �- OVER FLASHING WALL INSULATION " " "r"+" FLASHING O 1 - t,-� MASONRY VENEER ✓ CORNER TYP, j O P.T. CONCRETE SLAB 1/2"AIR SPACE �', t,z ;�% ,j FIBER CEMENT LAP SIDING I FIBER CEMENT TRIM 2x WALL FRAMING - f FLASHING WITH MASTIC ADHESIVE SLOPED AT DECK =: i ' ? ' i,; / SEALANT `- Y, BETWEEN FLASHING AND TOP OF { ) 1 1 i r / 1 AIR SPACE LAUNDRY VENT W/INTEGRAL FLANGE 6" CMU ANCHORED MASONRY VENEER ' FLOOR FINISH z CONCRETE WALKWAY SLOPE 1J4" PER FT. 2x WALL FRAMING ' 'W'ji �; : '"� /i cn s FLOOR LEVEL /. 1J2 x 2 P.T, FURRING WITH - rFLOOR LEVEL MASONRY VENEER � BUG SCREEN AT BOTTOM ANCHOR //i �� _ d . d-•- r,,rr, a // ,1 n — — — .° .d'•' /f 1 x 5 J FIBER CEMENT CONCRETE WALKWAY '6- ' P.T. ONCRETE SLAB /i/'� 1 2 Q lvt,;�= F.O. SHTG. .. TRIM SEALANT d a = ° ;''',;';� GRID _ - EXPANSION JOINT a lr/^] ,' ° — J 1�7F.O. CONC. FIBER CEMENT TRIM -- SHEET METAL /,� . 4 e °a � 1 FLASHING //////ii!//!/ii/i /i`r FLOOR ASSEMBLY 1J2 x 2 P.T. FURRING WITH BUG CONCRETE u u FINISH FLOOR SCREEN AT BOTTOM • Y '.da - :• ' ;Y` � rr WEEPS @ 32"O,C, SEALANT ea ` A•r. WATER RESISTIVE BARRIER w ,�.. Lu .. �, L,.. �y. STEEL LOOSE LINTEL _ SECTION VIEW PLAN VIEW SECTION VIEW SECTION VIEW z FLOOR LEVEL u DECK AT MASONRY WALL 4,. -.• :� : T. EXTERIOR CORNER DETAIL #1 FLASHING AT VENT HOOD -WALL BASE AT PAVING o AsSo CMU SILL AND CABLE RAILING SCALE: 1 1/z" = 1'-0" °= • ;a. ,, .'_e' Assa FIBER CEMENT OUTSIDE CORNER TRIM SCALE: = 1'-0" :8050ASSEMBLY SCALE: 1 1/z" = I'-o" AsSo ASSEMBLY SCALE: 1 1/2" = 1'-0" V_ O a d a •• : '-y4• • °• �• ; a : '- °. .... --•- ,= .� DRAINAGE MAT OVER - G W.R.B. y;. �•. ; a FIBER CEMENT LAP SIDING W z z a :•' . ° WATER RESISTIVE BARRIER • GRID a A a .• • ; ` - ' 4 INTERIOR GRID WALL SHEATHING SELF-ADHERED MEMBRANE FLASHING GRID Z GRID :f ,p 4 " (DASHED) z INTERIOR EXTERIOR .• " " a:, °:•' _as ILD � ��,, 1/2" x 2" P.T. FURRING WITH BUG �`� Z W a� A . ' '-d - . .:.- . = o p p SCREEN AT BOTTOM Ln © V a a �' �' W. WALL INSULATION Lc �_„ C5 o S.A.M. OVER FLASHING �I� AIRSPACE - • d� �1 - o l �.': ©' ` LL 2x WALL FRAMING �� FLASHING OVER MASTIC ADHESIVE . w FIBER CEMENT LAP SIDING - - a `,d' .° d. . . • .= "°• I _ TO TOP OF CONCRETE ' EIFS - �', YI 11 •�. .d •4 ° ° • 2x WALL FRAMING , +7,'l'- ., . 1/2 x 2 P,T, FURRING WITH BUG CONCRETE TOPPING SLAB OVER 7,Y// SCREEN AT BOTTOM - „ °:, SHEET METAL FLASHING I DRAINAGE MAT OVER WATERPROOFING , ' 6" CMU ANCHORED MASONRY VENEER ! . . s Y : WATER RESISTANT BARRIER -- -_ _ FLOOR LEVEL WALL INSULATION 1' 1 i OVER FLASHING WALL INSULATION --' n J V DRIP 2x WALL FRAMING GALVANIZED METAL FLASHING WALL SHEATHING PLYWOOD SHEATHING AT PECKS ,1 i I �i- T ?�,, MASONRY VENEER ANCHORS - - __ _-- - STOREFRONT WINDOW F.O. SHTG, - T&G DECKING '? - 1 2" RIGID INSULATION GRID 1 1" x 5 1/2" FIBER CEMENT TRIM F.Q. CONC. yr/ %_'�/�� ■ LEDGER -� THIS WIDTH SHOULD BE 3 WRB OVER WALL SHEATHING FIBER CEMENT LAP SIDING 1 T- SEALANT 3J4" CHAMFER / EW f S.A.M. OVER FLASHING /! 1 2 x 2 P T FURRING WITH ,a r. i/2" x 3'" WOOD BLOCKING SECTION VI 2x2 CEDER TRIM �`' 3'-0" A.F,F. 1 11 ALUMINUM ZINC FLASHING a a T.O. CONCRETE VENEER BUG SCREEN AT BOTTOM r WATER RESISTANT BARRIER 12" WIDE SELF-ADHERED FLOOR ASSEMBLY 1/2" x 2" P.T. FURRING WITH BUG I `a UNDER FLASHING MEMBRANE S.A.M. DASHED SCREEN AT TOP NON BEARING STEEL MASONRY VENEER ANCHORS VERT. AT CORNER FIBER CEMENT LAP SIDINGPRECAST STUD WALL SECTION VIEW PLAN VIEW EXTERIOR (W.RWATEB RESISTIVE BARRIER ®� `� ANCHOR VENEER CONCRETE SECTION VIEW 0!0 FLASHING AT TRIM � � STUCCO HEADER AT MASONRY WALL OAEXTERIOR CORNER DETAIL #2 ,� DECK TO WALL INTERIOR 3, ` o- V EXTERIOR ASSEMBLY SCALE: 1 1/2" = 1`-0" AsSo CMU SILL AND WINDOWS SCALE: 3" = 1'-0° FIBER CEMENT INSIDE CORNER TRIM SCALE: 3" = V-0" AsSo ASSEMBLY SCALE: 1 1/z" = 1°-0" .I is d ' 5'-6" MAX. SPACING BETWEEN POSTS /1 7/810 � 411 �i BEAM FLASHING SADDLE WITH END SEE ELEVATIONS FOR PATTERN MAX, d ° FINISHED EDGE OF WALL 1-1/2" x 2" METAL TOP RAIL WITH 24 GA. GALVANIZED DAM AT WALL BEYOND OR COLUMN ADJACENT CAPPED AND FINISHED ENDS, POUR STOP/DRAIN CONCRETE TOPPING SLAB (BROOM - INTERIOR GRID EXTERIOR ♦ TO GUARDRAIL , 411 FINISH) OVER DRAINAGE MAT OVER 1-1/2 x 1-1J2 METAL POST WATERPROOFING _` 26 GA, DECK EDGE ° WEEPS @ 24" O.C. M , - 3/4 x 1-1/2 METAL RAIL . 1. ,, FLASHING PROFILE m _ (PRE-PRIMED FOR FLOOR FINISH ' " GROUT JOINT(OMIT AT WEEPS) FIBER CEMENT LAP SIDING M ` PAINT) DECK GUARDRAIL ASSEMBLY ° M " P T FURRING WITH BUG = ♦ - --- - 1J2 x 2 ♦ 3/8" DIA. HORIZONTAL CABLE I I —I 4 FLOOR LEVEL SCREEN AT BOTTOM M I 3-7/8" MAX OPENING AT PERIMETER OF WATER RESISTANT BARRIER Q, M♦ `� POWDER COATED FINISH p e = , 4_ 3 4" CHAMFER TYP. SLOPE 1J4 PER FT. x SLAB « 1 JIEVISIONS m WALL INSULATION OVER FLASHING I �, +�I M i• — FLOOR LEVEL , I a i GALVANIZED METAL FLASHING - °• a - e'° �T •° -0, `° ' CONCRETE WALKWAY 16-OCT-2018 BUILDING PERMIT RESUBMITTAL o GALVANIZED METAL FLASHING - �— 2x WALL FRAMING I%c _ ..�...�,:.. ° ISSUES ' M - -_- -r._ _ = tom _ _--_ PLYWOOD SHEATHING AT DECKS y = • '' y I Z ■ ";♦ - - - - - -- - - - ,L"�, ALUMINUM ZINC FLASHING . < . _ ■ Pk0IECT NUMBER DKAWN By c.kiECKECI BY I` = — 16761 AO/KT RLC I , T&G DECKING; RE: STRUCTURAL • ,� 3/4"x 1-1/2"" METAL RAIL Ln j '� I K,J♦ FINISHED TOP SURFACE / = GUARDRAIL WITH 1" SPACER `• < y . `a ,� �� l y OF DECK OR WALKWAY - SEE STRUCTURAL DRAWINGS FOR ;! RE. CONNECTION PER STRUCTURAL : a :° ADJACENT TO GUARDRAIL Q f/ d , _ °. EXTEND FTG.TO SUPPORT VENEER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE _ ♦ ♦ R UIRED CONNECTION DETAIL r WOOD BLOCKING (SOLID BLOCKING d ° _ THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCH9TECI AND MAY ff TO WOOD BEAM, GUARDRAIL �� •"• •• Q°' - NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN I LENGTH OF EXTENSION OF I ;/ AT GUARDRAIL CONNECTION) CONSENT Of THE ARCHITECT. > WATER RESISTANT BARRIER FABRICATOR TO DESIGN WELDED xl�Is HILL ARCHITECTS ' UNDER FLASHING I POSTS BELOW DECK I CONNECTION TO STEEL BEAMS. FIBER CEMENT TRIM {PRIME ALL oc SURFACE VARIES, EXTEND SURFACES) - u AS REQUIRED TO CENTER .� " NOTE: BEAM; RE: STRUCTURAL Q 1 x 1-1 2 FLAT BAR SPACER TO a — 1 CONNECTION PATTERN ON � EXTERIOR DETAILS ADJACENT BEAM, ALLOW FOR DECK EDGE, OR ALL EXPOSED SURFACES TO HAVE SECTION VIEW FLASHING DRIP EDGE. PAINT FINISH SECTION VIEW M SECTION VIEW ELEVATION VIEW SECTION VIEW co N L OaZ FLASHING AT LAP SIDING 1 TYPICAL GUARDRAIL AT DECKS 0�50 DECK EDGE AT BEAM 1 WALL BASE #2 -� TYP . I0o ASSEMBLY SCALE: 1 1/z" = 1'-0" A850 ASSEMBLY SCALE: I" = f-0" ASSEMBLY SCALE: 1 1/2" - V-0" A850 ASSEMBLY SCALE: 1 1/2" = V-0" o, A850 10 0 9 0 8 ■ 7 ■ 6 ■ 5 ■ 4 • 3 ■ 2 ■ 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 DOOR SCHEDULE DOOR SCHEDULE 1 DOOR DOOR FRAME I DETAIL LOCATION DOOR DOOR FRAME I 1 DETAIL LOCATION DOOR SCHEDULE REMARKS: m DOOR# QUANTITY TYPE WIDTH SIDELIGHT HEIGHT MAT, FIN. RO WIDTH I RO HEIGHT MAT. FIN. FIRE RATING HEAD I IAMB THRESHOLD REMARKS DOOR# QUANTITY TYPE WIDTH SIDELIGHT HEIGHT I MAT. FIN. RO WIDTH RO HEIGHT MAT. I FIN, FIRE RATING HEAD IAMB THRESHOLD REMARKS 100A 1 Y 20'-0" 8'-4" I 1 20'-4`"1 8'-8'" 15/A901 12/A901 3. 505D 1 S 9'-811 7'-1011 1 ' 1--- 1. DOUBLE EGRESS DOOR WITH MAGNETIC HOLD OPEN 101A 1 A-A 6'-0"1 T-011 I 1 6-4"1 71-411 1 45 MIN 3. 505E I I S I 91-811 7'-1011 2. T-01' WIDE DOOR WITH FULL HEIGHT SIDELIGHT SINGLE UNIT I L L 102A 1 A-A 61-0" 71-011 1 61-4:1 7-4 --- I 509A 1 A 1 3'-D" 6'-8" 3'-2" 61-911 Ila MIN 6/A9D1 5/A901 1 3. PAIR OF DOORS f_ " 1_ II I_ 11 1 11 102E 11 K 31-0" _71.011 1 3,_411 T-2"I I --- 5098 11 B 31.011 61-8" 1 3°-21' 6'-911 I - 4, FOUR SIDED FRAME I I 1 -"" AEtCH1TfCTS _ 110A 1 11 N 3'-0" 9'-011 I I --- 1 509C 1 5132 64" 61-8111 I 1 ___ 1 120A 1 11 N 3'-011 8'-011 510A 1 A 31-0" 6'-8" I 3"-211 6'-9111 20 MIN 6/A901 5/A901 1 7 5 0 BLANKENSHIP ROAD ! 121A ll_ N 31-011 7-0II 1 I 1 510E 1 8 31-011 6'-8" 1 3'-2" 6'-9"1 1-9111 --- I S U I T E 4 0 0 122A 11 N 3'-0" 1 71-011 1 - - - 1 510C 1 SB2 61-0i9 61-81' 1 1 ... 1 123A 1I A 3'-011 71.011 31.2F1 71.1" I 1 510D , 1 B 31-0" 61-8" 31-211 6'-9"1 -.. L WEST Tf1 503 . 305 . 8033 I N N . OREGON FAX 9 7 0 G s FAX S03 . 305 . 3034 124A 1� A 3'-0" T-011 3'-2°' 7'-111 510E 1 A T-011 6'-8"I 1 T-211 614'1 `.. 1 130A 1 I N 31-011 1 8'-0" -- 551A_ 1 A-A 5'-8'" 61-8" 61-01' 6'-1011 90 MIN I 1. 1308 1 N 31-011 1 T-011 --- 552A 1 1 K 1 3'-011 6'-8"1 1 31-211 6'-911 90 MIN 151A 1 N 31-011 81-011 I I 1--- 554A I 1 B-B 1 6'-0" 61-8111 1 61-411 61-1011 --- 3. ■ 151B 11 A 51-011 11.1011 7.011 5'-4" 7'-411 190 MIN 2. 555A 1 1 A 1 6'-411 31-2" 6'-B"1 1 641' 6-1011 45 MIN 6/A901 5/A901 I 2. ■ 152A 11 N 31-4" 71-011 1--- 5558 1 1 5 11'-811 8'-0"11 --- I 1528 11 K 31-011 71-011 1 T-411 7'-2" 190 MIN 556A 1 1 A 6'-4IN 31-2" 6'-8"1 61-8" 6-1011 45 MIN 6/A901 5/A901 1 2. 157A 11 A-A 61-011 71-011 6'-4" 71-4" 45 MIN - 5568 1 1 5 1 11"-B°1 8'-0"1 --- F 201A 11 A 31-011 61-811, 3'-2" 6'-9" 90 MIN 6/A901 5/A901 557A 1 A 1 3'-0"' 61-81' 31-211 61-91' 45 MIN 6/A901 5/A901 201B 1 B 1 31-011 6'-8" T-211 61-911 I--- 558A 1 A 1 3'-0" 6'-811 3'-2" 64' 45 MIN 201C 1 S132 6'-011 61.811- - I--- 3/A901 652A 1 A T-O" 6'- " 3'-2" 1' 6'- " 4, 202A 1 A 31-011 61-81'1 3'-2'1 6'-9" 0 120 MIN --- -6/A901 5/A901 A 59 A 21-1014 6'-8'I 31-011 6'-9'" cs 202B 1 B 31-011 6'-SII 3'-2" 61-911 1--- B 26 A 2'-10°' 6'-811 31-011 6'-9" I c� 202C 1 SB2 61-011 6'-8" I I--- 1 3/A901 C 2 A 2'-10F1 6'-811 31-011 6'-9" 202D 1 A 31-011 6'-8" 1 3'-211 61-91' 1--- D 1 A 21-10X1 I 6'-811 31-011 6'-9" 203A I 1 A 31-011 6'-811 31-211 6141 1 120 MIN 6/A901 5/A901 E 12 A 11-641 6'-8" 11-811 6'-974 - 2036 1 1 B 31-0111 6'-811 31-211, 61-91'I 1--- F 8 A 21-041 61.8" 21.211 203C 1 S132 6'-011 6'-8" 1 I i --- 3/A901 1 2 SA2 4"-011 61-811 41-011 6'-8" 204A 1 A 3'-0" 6'-811 1 31-2111 61-911 I 20 MIN 6/A901 5/A901 K 56 SA2 51-011 614' 51-011 6-8"1 204B 1 B 31-011 61-8111 31-211 61-911 1--- 1 L 18 SA2 641' 6'-811 6-011 6,_13" 205A 1 A 31-011 61-81' 31-211 61-91' 120 MIN 6/A901 5/A901 M 2 E 2'-611 61-811 221-811 6'-9" 1 ■ 205B 1 B 31-0" 6'-8" 3'`2" 6'-9"I I___ N I 2 1 I I ■ 2050 1 SB2 6'-011 64" 1 --- —3/A901 205D 1 A 31-0" 6'-8"1 1 31-211 6'-9-1 206A 1 A 3'-0" 61-811 3'-21' 6'-9"1 120 MIN 16/A901 5/A901 206E 1 B 31-01' 6'-8" 1 T-211 61.9+' ._. 1 1 1 207A 1 A 34" 6'-8" 3'-21° 6'-9"1 20 MIN 16/A901 5/A901 1 20713 1 B 31-01" 61-811 1 31-211 614"1 -- 14/A901 2/A901 1 DOOR TYPES 2070 1 562 64" 61-81 1 13/A901 1 LWYD ,y 207D I 1 A 3'- " 61-811 I 3"'2" 6'-9" -- I 1 1 208A 1 A 34"I 6'-BFI 3'-2" 6'-9" 20 MIN 16/A901 5/A901 208B 1 B T-0'"1 6'-841 34-21' 6'-9" --- 1 209A 1 A 34"1 6'-811 1 3'-2" 6'-9"1 20 MIN 6/A901 5/A901 1 WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH +� lk� s 2098 11 B 1 3'-0"1 1 6'-8" 1 3f_2"1 61-9 -- 4F 2090 1 SB2 1 6'-0" 61-8" ,- r/ /f ' / !/ // \\ \\ / /'\\ \ ' 2.10A 1 1 A 1 3'-011 6"-8111 3'-2" 6'-9" 1 20 MIN 6/A901 5/A901 1 ,' / j� , / / / \ � T 2106I 1 B T-D" 6'•8"1 3'-2" 61-911 214C 1 1 5sz61-011 64"1 ■ 210D 1 A I 3-0 64"1 1 31-211 61-911 --- 211A 1 A 3-0 64"1 T-211 61-911 20 MIN 6/A901 I5/A901 1 LLI 2116 I 1 B --31-0" 61-8"1- - 31-211 64-9" 251A 1 A-A 5'-811 6'-8111 61-01' 6'-10" 90 MIN 1 1, T ' \ 252A 1 K 3'-0"1 61-8"1 31-211 61-91' 90 MIN I \\ ` ` ` ` 254A 1 B 3'-0"1 B-0 I 31-211 81.111 --- 256A 1 A 3'-0"�-- 6'-8111 3'-21' 61-9" 20 MIN 6/A901 5/A901 A B C D E F G H ] K 4 301A 1 A 3'-0"1 6'-8"1 31-211 61.911 90 MIN 6/A901 15/A901 U-1 w 301E 1 B 3'-0"F 61.8"I 31-211 61-911 301C 1 SB2 6'-0" 6'-8° 312A 1 A 3'-0" 6'-8111 3'-21' 61-9111 20 MIN 6/A901 15/A901 z 302B 1 B 3'-011 6'-8"I 3'-2" 6'-9" --- I 3020 1 5132 6'-0" 6'-8"1 --- I WIDTH WIDTH Y� �, WIDTH J WIDTH f 'r WIDTH WIDTH y WIDTH 302D 1 A 31-011 6'-8111 3'-211 61-911 --- 1 l I I 303A 1 A 3'-0"- 6'-8111 31-21' 61-91' I_ 20 MIN 6/A901 15/A901 3038 1 B 31-011 6'-8"1 31.211 61.911 1 ' --- 304A 1 A I 3'-0" 6'-8"1 3'-2" 6'-9" 20 MIN 6/A901 15/A901 ',`/� /� /� ,fir w 6L4 ■ 3448 1 B 3'-0" 6'-8111 3'-2" 6'-9" ___ I �f ,f T T T ■ W z z 305A 1 A I 3'-011 6'-8111 31-211 61.911 1 20 MIN 6/A901 5/A901 > w 3056 i B 3'-011 6'-8111 31-211 61-911 305C 1 SB2 I 61-011 6'-8111 1 --- 305D 1 A 3'-0" 6'-$"1 3'-2" 6'-911 1 ___ 1 - N N 306A 1 A 3'-011 6'-8" 31-21' 61-911 1 20 MIN 6/A901 15/A901 -- T T T T T 3066 1 B T-0"1 6'-8111 31-211 61-911 307A 1 A I T-0/11 61,8111 31-211 61.911 20 MIN 6/A901 15/A901 L M SA2 SB2 SA3 S63 SA4C 307E 1 B _ T-0"1 6'-8111 31-211 61-91' I --- � 3070 1 S132 6'-0"I 6'-8"1 --- I 307D 1 A T-0"1 61-811 31-211 6'-91' ... 308A 1 A 3'-0"1 6'-8" 31-211 61-91' 20 MIN 6/A901 5/A901 1 z 3080 1 B T-0'11 61.811 T-211 61-9" --- 1 1 309A 1 A T-0"1 6'-8"1 T-211 6'-911 20 MIN 6/A901 15/A901 3096 1 B 3'-0"1 6'-8111 T-211 61-9" -- 1 309C 1 SB2 6'-0"1 _ _ 6'-8"1 --- 1 I WIDTH -- WIDTH V WIDTH WIDTH NOTES; 310A 1 A T-0-1 61-8t1 31-211 61.911 20 MIN 16/A901 5/A901 SEE DOOR SCHEDULE FOR ALL DOOR OPENING WIDTH ■ 310B 1 8 3'-0"1 6'-8f1 3'-2" 6'-9" --- _- J � AND HEIGHT MEASUREMENTS, ' I I 1 TEMPERED GLAZING (T) ■ THIS WIDTH SHOULD BE 3" 3100 1 SB2 6'-0111 6'-8° 310D 1 A T-0-1 1 6-8 1 T-211 61-911 311A 1 A T-0111 6'-8" 3'-2" 6'-9" 20 MIN 6/A901 15/A901 1 T T� T� 1 T I ' 31113 1 B 3'-0"1 61.8" 3.211 61.911 --- I I 351A 1 A-A 6.81 11 f II I 11 6-D 6-1a 90 MIN I fl 352A 1 K 3'-0" 6'-8" 3"-2" 6'-9" 90 MIN 1 401A 1 A 31.011 6'-$" 3-211 6'-9" 90 MIN 6/A901 15/A901 1 T T T T -1 i I I I I 4418 1, B 3'-0"1 6'-8--1 T-21' 6'-91' I--- 1 1 `� - - - u 401C 1 S132 6-01 6-81 1---- 1 j SB4C X Y 402A 1 A 3'-0" 1 61-8" 3-2" 6P-911 120 MIN 16/A901 5/A901 Z 4026 1 B 3'-0"l 61-811 3'-2" 6'-'91' 1_ 402C 1 S132 61-011 6`_811 I--- 402D 1 A 31.011 6.811 3"-21' 61-9" 1 1 403A 1 1 I A T-411 61-811 T-2"1 6'-9" 20 MIN 6/A901 5/A901 403E 1 i B 1 3'-D" 6'-8" ! T-2" 6'-9" 404A 1 A 1 T-011 1 6'-8" 3'-211 6'-90' 20 MIN 6/A901 5/A901 1 4048 1 B T-011 6'-811 31-21Y 61-911 --- 1 405A 1 A 31-D'1 61-611 31-2i1 61-911 20 MIN 6/A901 51A901 1 4058 1 B 3'-0'° 6'-8" 31-211 61-9°' -- - - _-- - --�- WIDTH _ W r, WIDTH �� f WIDTH / 1� WIDTH 405C 1 S132 61.011 61.8111 _-- - - 1 405D I 1 A T-0°" 6'-81' 31-211. 61-911 406A 1 A 3'-0" i 6'-811 1 31-211 6'-911, 20 MIN 6/A901 5/A901 4068 1 B 31-D11 61-611 31_211 -[19111 1 11 1 " 1 11 I „ I 1 \\ \ \ 407A 1 A 3-0 6:8 3-2 6:� 20 MIN 6/A941 ,5/A90i � �/ \' ,f T ,•\ , 11 4476 1 B 3 0 6 8 1 3 211 - Com, /' /' co c' 407C 1 SB2 61.011 61.811 407D 11 A 1 3'-0" 61-811 3'-2" 6'-9" - --- I ' 408A 1 A T-011 I 61-811 I 3'-2E1 6'-9"1 _ 20 MIN 6/A901 15/A901- T T T T 4086 1 B 3'-0" 1 6'-811 31.2" 6'•9" -- 1 T 7 4,/ T T T T T T T 1 II 61_811 3'-2"'1 6'-9'1 120 MIN 6/A901 15/A901 lEVl510N5 409A 1 1 A 3,_D,I I _ II _ 11 11 ___ N P Q R 5 409E I 1� B 30 1 68 32 � 69 1 409C 1 11 SB2 � 6'-0"1 _ � 6'-8" I --- I 16-OCT-2018 BUILDING PERMIT RESUBMITTAL 410A 11 A 1 T-0"" 6'-8"' T-211 6'-9" 20 MIN 16/A901 5/A901 C � ISSUES A 31_4n 61_61k 31_211 6"_9n ... DOOR TYPES ■ PROJECT NUMBER DRAWN BY CHECKED BY as ■ 410C 1 SB2 6'-0" 6'-8"I -" 1 SCALE: 1/4" - 1"-0" 16761 RC/KT RLC V) 410D 11 A ! T-0" 1 6'-8"'1 T-2'1 6'-9" --- 1 UI 411A 1 A T-0" 1 6'-81i 1 31.2111 6'-9" 20 MIN 16/A901 5/A901 1 4118 1 B 3''D" 6'-8'" I I 3'-2111 6'-9" 1 1 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ko " " THE ORIGINAL AND UNPUBLISHED WORK Of THE ARCHITECT AND MAY 451A 1 A-A 5-8 6I-8"" 1 6-0""I 6-10"1 90 MIN 1 i 1. NOT BE DUPLICATED.USED OR DISCLOSID WITHOUT THE PRIOR WRITTEN Y I II I "I 3.211 6'-g'- 90 MIN 452A 1 K 3-0 1 6-8 a', 1_ 6-_gll 31.2" 6--9" - 90 MIN 16]A901 5/A901 1 CONSENT OF THE CHITS � 541A 1 A 3 0 - �zola HILL ARCHITECTS 5016 1 B 3'-0" 6'-8"" 1 31-211 61.9" Q U 5010 1 SB2 61-0" 6'-8" 502A 1 A 31-011 6'-8"' 1 T-2'I 6'-911 90 MIN 6/A901 15/A901 DOOR SCHEDULE a 5028 1 B 31-0111 61.8"I I 1 1 T-2" 6'-9" 5020 1 S132 1 6'-0" 6'-8" 502D 1 A 1 3'-0" 6'-8" 1 T-2" 6'-9111 � 502E 1 B 31-0" 1 6-841 31-2" 6'-9-1 1-4 505A 1 A 3'-0" 6'-8" 3'-2" 6'-9"1 120 MIN 6/A901 15JA901 N 505E 1 B T-0"I -- 1 6'-8'11 1 31-21"1 61-9" °r-,' 5050 1 --- I 6'-0" i 6'-8'II A900 to to 10 ■ 9 ■ 8 0 7 0 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 10 ■ g ■ g ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 I WALL SHEATHING PT FURRING (RAINSCREEN) WITH f CONTINUOUS BUG SCREEN AT BOTTOM 15" HEAD WRAP FLASHING WRB,TAPED AND SEALED AT SEAMS _ - INTERIOR WALL FINISH i AND EDGES 2x HEADER 1 PT FURRING ( RAINSCREEN) WITH ry " WALL SHEATHING / .. CONTINUOUS BUG SCREEEN AT BOTTOM TRIM FLASHINGH I L L °,. FIBERGLASS MAT SHEATHING CONTINUOUS STARTER STRIP FIBER CEMENT LAP SIDING A R C H I T E C T S ,{ i FIBER CEMENT LAP SIDING _ RIGID INSULATION OR SPRAY FOAM SELF ADHERING MEMBRANE LASHING 1 7 5 0 L A N K E N S H 1 [' ROA D F MASONRY OR CONC. WALL a THERMAL SPACER ,a WATER-RESISTIVE BARRIER — 5/8'"GYPSUM BOARD II �� , 41/ � S LJ 1 T E � 0 0 SELF ADHERING MEMBRANE t 1/2" P.T. BLOCKING � WEST LINN . OREGON 97063 i FLASHING HEAD FLASHING " zx HEADER I 'ir'. = TEL 50, . 305 . 30 3, FAX 503 . 305 . 3034 5/4x4 FIBER CEMENT TRIM \ ( ' "W'"j"'� 'j' 'I `' rr TRIM FLASHING WITH END DOWN EACH SEALANT -' ' fiiy SIDE TOP TRACK i� �;r' CONTINUOUS INSECT SCREEN rr " 1 �' _ - HOLLOW METAL DOOR FRAME r/i ■ v� — i f; 'rr' WRAP AROUND PT FURRING STRIP I I i /iii, 12 S.A.M, HEAD WRAP FLASHING DOOR PANELS �� I �i INSULATION r'� --= 1 x 5-1/2" FIBER CEMENT TRIM V■ WEATHER STRIPPING r BOTTOM TRACK NO SEALANT, OPEN TO WEEP `.. � � V HEAD FLASHING DOOR \ 1/2" x 2-1/2"TRIM CONTINUOUS BEDDING OF SEALANT STEEL DOOR FRAME WITH SHIM AS ~ BACKER ROD &SEALANT V I F, D�RSTRIPING n'" -- SLIDING DOOR HEAD v f CORNER BEAD ENTRY DOOR SECTION VIEW PLAN VIEW SECTION VIEW --- DOOR CASING SECTION VIEW 16 INTERIOR DOOR - HEAD 11 EXTERIOR DOOR -HEAD ol EXTERIOR DOOR - HEAD 4 EXTERIOR DOOR HEAD A901 SLIDING DOOR SCALE: 3" = I'-0" A901 SLIDING DOOR AT WOOD FRAMING SCALE: 3" = 1'-0" HOLLOW METAL FRAME AT MASONRY SCALE: 3" _ f-0" A90t SWING DOOR AT WOOD FRAMING SCALE: 3" _ 1'-0' PT FURRING ( RAINSCREEN) WITH ■ 1 CONTINUOUS BUG SCREEEN AT BOTTOM PT FURRING (RAINSCREEN) WITH r WALL SHEATHING CONTINUOUS BUG SCREEN OVER STARTER STRIP AT BOTTOM 18" WRB JAMB WRAP FLASHING I �1 WRB,TAPED AND SEALED AT SEAMS <- WATER RESISTIVE BARRIER AND EDGES ; 18" WRB JAMB WRAP FLASHING C, PT FURRING ( RAINSCREEN) WITH MASONRY(CONCRETE SIM.) �,y.� fIBER CEMENT LAP SIDING IL �, LWYMB CONTINUOUS BUG SCREEEN AT BOTTOM SEALANT ," I I I PT FURRING I ..� I SELF ADHERING MEMBRANE /2 INSULATION ii FLASHING / j SEALANT Fi it FIBER CEMENT LAP SIDING HOLLOW METAL FRAME 2X JAMB FRAMING � C, 5 8" GYPSUM BOARD WEATHER STRIPPING ' 12"S,A,M, HEAD WRAP FLASHING (� v / i r SEALANT I I OF U "s� i riii r•' I I r/� •ice,, 1 x 5-1/2" FIBER CEMENT TRIM 2x HEADER Is Kiri j� I STEEL DOOR �i I irr 4/4x4 FIBER CEMENT TRIM BOTTOM TRACK I+� ✓viii ,rii DOOR PANEL -. = v— J �% - - ..i —,`w ■ I _ `A 1/2" x 2-1/2"'TRIM STEEL DOOR FRAME WITH SHIM AS SLIDING DOOR FRAME NEEDED BEDDING SEALANT, BOTH JAMBS AV WEATHERSTRIPING SLIDING DOOR HEAD ENTRY DOOR Lu CORNER BEAD PLAN VIEW DOOR CASING W r � w � PLAN VIEW PLAN VIEW PLAN VIEW �, o 15 INTERIOR DOOR - JAMB 10 EXTERIOR DOOR - JAMB 7 EXTERIOR DOOR - JAMB 3 EXTERIOR DOOR - JAMB o A901 SLIDING DOOR SCALE: 3" = V-0" A901 SLIDING DOOR AT WOOD FRAMING SCALE: 3" = 1'-0" A901 HOLLOW METAL FRAME AT MASONRY SCALE: 3" = f-0" A901 SWING DOOR AT WOOD FRAMING SCALE: 3" = V-0" °� a u ° n AV w Z Z 1 DOOR FRAME AND TRIM BEYONDW. VARIES STEEL DOOR 4 3/4„ ACCESSIBLE DOOR THRESHOLD, o Z / / (2) LAYERS OF 5/8" GYPSUM 'BOARDINSTALL WITH SEALANT, I SEE WALL TYPE ON EACH IDE FASTENER PENETRA7 ON5 SEAL ALL w WEATHER STRIPPING C S SILL PAN FLASHING, BED IN a HOLLOW METAL FRAME WOOD STUD WALL WALL SHEATHING SEALANT FIT UNDER THRESHOLD, LAP OVER WATER RESISTIVE BARRIER (WRB) o INSULATION a SHIM SPACE 2x HEADER SEALANT INTERIOR WOOD DECKING 5/8"X 2-1/2" MRF HEAD STOREFRONT MULLION p TRIM, MITER TO]AMB TRIM I 1/2" x 2-1/2" WOOD TRIM 1/2" FIBER JOINT FILLER z CONCRETE WALKWAY N (1/4'" PER FT. SLOPE) 110i FINISH FLOOR ■ `r f� ,r- „moi i % _ i - ■ WALL TYPE A7 WALL TYPE D3 r� THIS WIDTH SHOULD BE 3" ;I WOOD DOOR FRAME STEEL DOOR FRAME ... DOOR „ FIRE RETARDANT WEATHERSTRIP 3 DOOR SLAB _———— — HEM BACK DAM FIT 8" I—— —— — UNDER THRESHOLD n 311 SECTION VIEW VERIFY SILL PAN PROFILE SHOWING END DAM CONFIGURATION (N.T.S.) .......... PLAN VIEW SECTION VIEW SECTION VIEW 18 EXTERIOR DOOR - JAMB 14 INTERIOR DOOR HEAD 6 INTERIOR DOOR HEAD 2 EXTERIOR DOOR THRESHOLD A901 HOLLOW METAL FRAME AT NORTH ENTRY SCALE: 3" = 1'-0" A901 SWING DOOR - NON RATED - WOOD FRAME SCALE: 3" a 1'-0" A901 FIRE RATED SCALE: 3" = V-0" A901 SWING DOOR AT WOOD FRAMING SCALE: 3" _ 1'-0 i DOOR FRAME AND TRIM BEYOND e VARIES �I �r 4 7/8 / VARIES ACCESSIBLE THRESHOLD, SEAL ALL SEE WALL TYPE / (2) LAYERS OF 518" GYPSUM BOARD FASTENER PENETRATIONS SEE WALL TYPE I' ON EACH SIDE SILL PAN FLASHING, BED IN I SEALANT FIT UNDER THRESHOLD, WALL SHEATHING WOOD STUD WALL LAP OVER WATER RESISTIVE I I BARRIER(WRB)ca m STEEL STUD WALL SHIM SPACE 2x HEADER CONCRETE SLAB INTERIOR " 1/2" FIBER JOINT FILLER HOLLOW METAL DOOR FRAME I 5/8"X 2-1/2" MDF]AMB TRIM 1/2 x 2-1/2 WOOD TRIM STEEL DOOR I CONCRETE WALKWAY i REvtstoNs x (1/4 PER FT. SLOPE) 16-OCT-2018 BUILDING PERMIT RESUBMITTAL _ ISSLIEs O _ FINISH FLOOR ■ PROTECT NUMBER DRAWN BY CHECKED BY // °b° °°,' :-•' °`` °- ,:_ . ' 16761 KT RLC UI WOOD DOOR FRAME STEEL DOOR FRAME . •d .. ;® DOOR d- w ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE _ s 4 -fd ,- a °` p _ �' �u THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY -- - COMPRESSION WEATHERSTRIP NOT BE DUPLICATED.USED OR DISCLOSED WITHOUT THE PPLIOR WRITTEN i, 0 CONSENT OF THE ARCHITECT. DOOR SLAB ° _ ° a HEM BACK DAM FIT 8" ®2(718 HILL ARCHITECTS U �.° - - of UNDER THRESHOLD a A VERIFY 3 a DOOR D E TAIL S SILL PAN PROFILE SHOWING END 0) PLAN VIEW PLAN VIEW SECTION VIEW DAM CONFIGURATION (N.T.S.) PLAN VIEW INTERIOR DOOR -- JAMB INTERIOR DOORJAMB INTERIOR DOORJAMB EXTERIOR DOOR THRESHOLD 00 17 13 1 a A901 HOLLOW METAL FRAME AT STEEL STUDS SCALE: 3" = 1'-0" A901 SWING DOOR - NON RATED - WOOD FRAME SCALE: 3" = L'-o" A901 FIRE RATED SCALE: 3" = i' o" A901 SWING DOOR AT CONCRETE SLAB SCALE: 3" _ 1'-0° N a� A901 d 10 ■ 9 ■ 8 0 7 0 6 ■ 5 ■ 4 ■ 3 0 2 0 1 10 9 ■ 8 7 6 , 5 , 4 0 3 0 1 t: H ILL =I = ARCHITECTS 1750 BLANKENSHIP ROAD SUITE 400 WEST LINN . OREGON 97068 Tf1 503 . 305 . 8033 FAX 503 . 305 . 8034 I I C7 C7 UYD . a I 4F I z O r c U d 1- w WyJ ■ ■ w Z Z z W W Q Z z N N n M w � I > p w B dn I z ■ THIS WIDTH SHOULD BE 3" �►I �y u ■ 0 LOW HEADROOM STARTER BRACKET MOUNT- BACK AND INTERMEDIATE SEE DETAIL 20 HANGERS SUPPLIED BY 0 a"'k"'0 0°O°°°a oINSTALLERS o �i 19"VERTICAL ANGLE HORIZONTAL TRACK LENGTH —a 7� � ce ° f (BACKROOM DOOR HEIGHT+ 18") 0 ° g m � I z SPLICE PLATE SECTION A-A SUPPORT HANGER DETAIL 4 3/4" MINIMUM SIDE M ROOM � � - REVISIONS P- DOOR AS SCHEDULED IAMB BRACKETS 16-OCT-2018 BUILDING PERMIT RESUBMITTAL m w < ° " _ 4O STANDARD LIFT LOW HEADROOM TO THE REAR (} �E ISSUES n. Z C7 C _ 1 = HEADROOM REQUIREMENTS Lu Q ■ a a e V Z I TSIG WEATHER = ■ PRC IECT NUMBER DRAWN BY CHECKED BY «�� _ o DOOR HEIGHT MINIMUM HEADROOM 16761 KT RLC Lu TIGHT JOINT 0 u �' u T-12` 6-1/2" 13'-18+ 6-1/2�� ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE Q / THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN 19-20' 7'5/16" y, w CONSENT Of THE ARCHITECT. > ®2018 HILL ARCHITECTS PLAN VIEW * ADD 4" FOR OPERATOR u a U-SHAPE VINYL DOOR DETAILS BOTTOM SEAL a W/ METAL \ (. RETAINER SECTION VIEW N OVERHEAD DOOR DETAIL #2 OVERHEAD DOOR DETAIL #1 c ao BRACKET MOUNT TO CONCRETE SCALE: 1 1/2" = 1'-0" A9o2 BRACKET MOUNT TRACK SET SCALE: 1/2" = 1'-0" - o A902 10 0 9 0 8 0 7 ■ 6 0 5 ■ 4 0 3 ■ 2 ■ 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 • 2 ■ 1 WINDOW SCHEDULE SIZEOPENING DETAIL M I I TYPE MARK WIDTH HEIGHT - TYPE HEAD HEIGHT SILL HEIGHT MATERIAL BEAD JAMB SILL j GLAZING I LIMITER QUANTITY DESCRIPTION COMMENTS TYPE COMMENTS 01 1'-fi" 5'-6" Casement 18" x 66" 8'-01" 2'-6" 7/A911 6/A911 5/A911 �- TEMPERED Yes 1 - -- 02 2'-8" 4'-2" Casement 32" x 50" 6'-80 2"-6" 7/A911 6/A911 5/A911 Yes 2 03 2'-8" 5'-6" Casement 32" x 66" 8'-0" 2'-6" 7/A911 6/A911 5/A911 Yes 2 HILL 04 3-0 3'-8" Casement 36 x 44 61811 3-0 7/A911 6/A911 5/A911 Yes 2 A RC H 1 T f C T 5 = 05 3'-0" 4'-2" Casement 36"x 50" 6'-8' 2'-6" 7/A911 6/A911 5/A911 Yes 16 _ 06 3'-0" 5'-6" Casement 36"x 66" 7/A911 6/A911 _ 5/A911 Yes 44 1 7 5 0 B LA N KE N 5 H I P R OA D 07 1'-6" 5'-6" Fixed 18"x 66" 8°-0° 2'-6 3/A911 2/A911 1/A911 TEMPERED - No 1 - - - - S U I T E 4 0 0 08 2'-0" T-0" Fixed 24"x 60'" 8'-0" 1'-0" 3/A911 2/A911 1/A911 I TEMPERED No 1 WEST LINN . OREGON 97068 09 2'-4'"1 2'-4" Fixed 28"x 28" 2'-11° 7° 3/A911 � 2/A911 1/A911 � No 4 TEL 503 . 305 . 8033 FAX 503 . 305 . 3034 10 2'-8" V-8" Fixed 32'"x 20" 9"-0" 7'-4" 3/A911 2/A911 1/A911 No 3 11 _ 2'-8" 4'-2" Fixed 32"x 50" 6'-8" 2'-6" - 3/A911 2/A911 1/A911 No 1 12 2'-8" T-6" Fixed 32"x 66" 8'-0" 24" 3/A911 2/A911 1/A911 No 1 _ 13 1 3'-0" 1'-8"I Fixed 36"x 20" 3/A911 2/A911 1/A9111 No 20 ■ ■ 14 1 3"-01' 2'-4"'Fixed 36"x 28" 3/A911 2/A911 1/A911 ( No 5 15 3°-0" 3'-8" Fixed 36"x 44" 6'-8" 3'-0" -- 3/A911 2/A911 1/A911 i - No 2 - - - - - -- - - - 16 3'4 4'-2" Fixed 36"x 50" 6"-81' 2'-6-1 3/A911 2/A911 1/A911 No 8 17 3'-0" _-5'-6- Fixed 36"x fib" 2- 8'-0" -6" — - 3/A911 - -2/A911 1/A911 - - - - - No - - 27 18 3'-2.71 V-0"I Fixed 38"x 12" 8'-0" 7-0" 3/A911 2/A911 1/A911 ----� - - No 2 - - - 19 T 3'-2 1'-8"1 Fixed 38"x 20" 9'-0" 7'-4" 3/A911 2/A911 1/A911 No 1 28 3'-9" 3'-6"1 Fixed 42" x 45" T-10 11/32" 4 11/32" 3/A911 2/A911 1/A911 TEMPERED Na 1 20 3'-9" _T-0"I Fixed 45"x 24" - - - 3/A911 I 2/A911 1/A911 TEMPERED No 91 21 3'-9" 2'-5" Fixed 45"x 29" 12'-6" 10'-11" 3/A911 2/A911 1/A911 TEMPERED No 1 C9 22 3'-9" 4'-6" Fixed 45"x 54" 7-0" 2'-6" 3/A911 2/A911 1/A911 No 1 24 3'-9" T-6" Fixed 45"x 66" 8'-0" 2'-6" 3/A911 I 2/A911 1/A911 No 3 26 T-9" 6'-2°' Fixed 45"x 74" I 14'-1 11/32" 7'-11 11/32" 3/A911 2/A911 1/A911 TEMPERED No 3� 27 3'-10" 4'-2" Fixed 46"x 50" 6'-8" 2'-6"'I 3/A911 2/A911 1/A911 TEMPERED No 71 29 I 4'-4"I 2'-4"" Fixed 52"x 28" I 2'-11" 7" 3/A911 2/A911 1/A911 TEMPERED No 21 30 6'-611 2'-4" Fixed 78"x 30" 2"-11" 7" 3/A911 _ 2/A911 1/A911 TEMPERED No 41 31 6'-6" 5"-6" Fixed 78"x 66" 8'-0" 20-6-1 3/A911 I 2/A911 1/A9I1 No 161 �L WINDOW NOTES :. 1. SIZES SHOWN ARE ROUGH OPENING U- 2. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE OF THE GLAZING IS WITHIN A 24-INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF GLAZING IS LESS THAN 60 INCHES ABOVE THE WALKING SURFACE TO BE ii TEMPERED 3. EXTERIOR GLAZING TO BE LOW'E' V OF 4. ■ w W Lu Z Q CL u b d a t7 d F= � L&.7 ■ ■ FFrrl� � � zZ Z N N O 61 r t� D z ti V ■ }� THIS WIDTH SHOULD BE 3" -� c� V ■ m m a-+ VISIONS h LA'S 16-OCT-2018 BUILDING PERMIT RESUBMITTAL L r0 ISSUES L u ■I ■ PROIECT NUMBER PRAWN BY CHECKED BY 16761 RC/KT RLC c!� u I ALL DRAWINGS AND WRITTEN MATERIAi APPEARING HEREIN CONSTITUTE h THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY ri NOT BE DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WFUIrTkN CONSENT OF THE ARCHITECT. ®20I8 HILL ARCHITECTS ®3 U a WINDOW SCHEDULE 00 N O In 00 O CD(V d1 0 .A91 0 10 0 9 0 8 • 7 0 6 0 5 ■ 4 • 3 • 2 • 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 BACKER ROD AND SEALANT - 1" x 6 3/4" FIBER CEMENT TRIM (DO WINDOW UNIT ASSEMBLY WINDOW UNIT ASSEMBLY WINDOW UNIT ASSEMBLY WINDOW UNIT ASSEMBLY NOT NAIL INTO WINDOW FLANGE) (SILL) (SILL) (SILL) - SEALANT WALL SHEATHING WALL SHEATHING WALL SHEATHING HI L L SHIM WATER RESISTIVE BARRIER SHIM WATER RESISTIVE BARRIER SHIM WATER RESISTIVE BARRIER WINDOW UNIT ASSEMBLY �; �;�fr °f° :. WATER RESISTIVE BARRIER BACKER ROD AND SEALANT BACKER ROD AND SEALANT BACKER ROD AND SEALANT SHIM �,r ARCHITECTS BACKER ROD AND SEALANT lJ L ij°, BACKER ROD AND SEALANTBACKER ROD AND SEALANT BACKER ROD AND SEALANT WALL SHEATHING 1 x 7 1/4' FIBER CEMENT TRIM (DO 1 x 5 1/2 FIBER CEMENT TRIM (DO 1„ x 3 1/2 FIBER CEMENT TRIM (DO = BACKER ROD AND SEALANT 1” x 3 1/2" FIBER CEMENT TRIM (DO NAILER `. NOT NAIL INTO WINDOW FLANGE) NOT NAIL INTO WINDOW FLANGE) NOT NAIL INTO WINDOW FLANGE) i+ 1/2" x 2" P.T. FURRING WITH BUG NAILER NAILER 1 7 5 0 B LA NKE NSHI P ROAD NOT NAIL INTO WINDOW FLANGE ts S.A,M, OVER FLANGE (DASHED) _ __. _ S.A.M. OVER FLANGE (DASHED) S.A.M. OVER FLANGE {DASHED) S.A.M. OVER FLANGE (DASHED) ,,� SCREEN AT BOTTOM (DO NOT NAIL -- - °f° S U I T E 4 0 0 ( ) I s°i INTO WINDOW FLANGE) 1 LAYER 5 8"TYPE 'X' T 'r° 1 2" x 2" P.T. FURRING WITH BUG r� " " -� I ( ) 1 °� l (1) LAYER 5/$ TYPE X 1/2 x 2 P.T.P,T, FURRING WITH BUG (1) LAYER 5/$ TYPE X �1�� 1/2 x 2 P,T, FURRING WITH BUG WEST L 1 N N . OREGON 9 7 O 6 8 I ��i 1/2 x 2 P.T. FURRING WITH BUG i/rte G.W.B. il° SCREEN AT BOTTOM (DO NOT NAIL GXB. I ij° SCREEN AT BOTTOM (DO NOT NAIL G.W.B. iiSCREEN AT BOTTOM (DO NOT NAIL (1) LAYER 5/$ TYPE X 1" x 7 1/4" FIBER CEMENT TRIM (DO T1s TEL 503 - 305 . 80`43 FAX 503 . 305 . 8034 G.W.B. ! - ,ir SCREEN AT BOTTOM (DO NOT NAIL WOOD COLUMN �� viii I ,�� INTO WINDOW FLANGE) ,�;� INTO WINDOW FLANGE) _,iii INTO WINDOW FLANGE) l I ,ii NOT NAIL INTO WINDOW FLANGE) HEADER PER l :°,°v� HEADER PER °' INTO WINDOW FLANGE) PER STRUCTURAL °, 1 �,,r :r , HEADER PERS✓, �- i r�,, - .rr° ;irr ;;/ 12 (V,I.F.) SELF ADHERING 2x FRAMING rii� i STRUCTURAL � ` i STRUCTURAL i STRUCTURAL _ i — SELF ADHERING MEMBRANE (S.A.M,) (1) LAYER 5/8"TYPE 'X' —� v ° (DASHED) ° �` ' MEMBRANE A. ASHE ) :!r S.A.M.S,A,M, OVER FLANGE DASHEb E (5 M.)(D D -. (DASHED) G.W.B. ■ �� ;�% 12" (V.I.F.) SELF ADHERING ■ if f MEMBRANE (S.A,M,)(DASHED) BACKER ROD AND SEALANT GALV. FLASHING COVERED BY / BACKER ROD AND SEALANT BACKER ROD AND SEALANT BACKER ROI)AND SEALANT / BACKER ROD AND SEALANT (S,A.M.)(pASHEp) J 12" SELF ADHERING MEMBRANEI f = 12 (V.I,F.) SELF ADHERING SHIM / (S.A.M.)(DASHED) SHIM SHIM MEMBRANE (S,A.M.)(DASHEp) BACKER ROD AND SEALANT GALV. FLASHING COVERED BY WINDOW UNIT ASSEMBLY WINDOW UNIT ASSEMBLY (S.A.M.)(DASHED) (HEADER) - V-- - - WINDOW UNIT ASSEMBLY SHIM BACKER ROD AND SEALANT GALV. FLASHING COVERED BY (S,A.M,)(DASHED) � WINDOW UNIT ASSEMBLY (HEADER) SHIM WINDOW UNIT ASSEMBLY (HEADER) � PLAN VIEW PLAN VIEW Av ( SECTION VIEW SECTION VIEW SECTION VIEW 20 VINYL WINDOW - SH - VERT MULL 16 VINYL WINDOW - FIXED CORNER 12 VINYL WINDOW - FIXED - HORIZ .MULL 8 VINYL WINDOW - FIXED - HORIZ MULL 4 VINYL WINDOW - FIXED HORIZ MULL A911 FIBER-CEMENT SIDING - RAINSCREEN SCALE: 3" = 1'-0" A911 FIBER-CEMENT SIDING - RAINSCREEN SCALE: 3" = 1'-0" A911 FIBER-CEMENT SIDING - RAINSCREEN )CALL: 3" = f-0" A911 FIBER-CEMENT SIDING - RAINSCREEN SCALE: 3" = 1'-0' A911 FIBER-CEMENT SIDING - RAINSCREEN SCALE: 3" = 1'-0 ✓� WALL SHEATHING WALL SHEATHING r = WALL SHEATHING FIBER CEMENT LAP SIDINGFIBER CEMENT LAP SIDING -� FIBER CEMENT LAP SIDING WATER RESISTIVE BARRIER L- WATER RESISTIVE BARRIER WATER RESISTIVE BARRIER ,. WALL INSULATION 1/2" x 2" P.T. FURRING WITH BUG WALL INSULATION f `'. � � 1/2" x 21" P.T. FURRING WITH BUG WALL INSULATION � I � 112" x 2" P,T, FURRING WITH BUG G SCREEN AT BOTTOM SCREEN AT BOTTOM SCREEN AT BOTTOM • STARTER STRIP ° STARTER STRIP } STARTER STRIP LLOYD 2x FRAMING GALV, FLASHING COVERED BY 2x FRAMINGI _ GALV. FLASHING COVERED BY 2x FRAMING y ,I - GALV, FLASHING COVERED BY II (S.A.M.){DASHED) ' i I - fly � (S,A,M,)(DASHEp) ` r. � (S,A,M,)(DASHED) NAILER NAILER /11 - NAILER 1" x 5 1/2" FIBER CEMENT TRIM (DO ' LI ,fir°jam; 1" x 5 1/2" FIBER CEMENT TRIM (DO I �i'°'i,� 1" x 5 1/2" FIBER CEMENT TRIM (DO � OF r NOT NAIL INTO WINDOW FLANGE) NOT NAIL INTO WINDOW FLANGE) (1) LAYER 5/8"TYPE 'X' " ' ' S.A.M. OVER FLANGE DASHED ) (1) LAYER 518'TYPE X' •- Il A S.A.M. OVER FLANGE (DASHED) (1) LAYER 5/8 TYPE X '° °l �.�,� (DASHED) S.A.M. OVER FLANGE (DASHED) r G.W.B. G.W.B. „% G.W.B. 1/2" x 2" P,T, FURRING WITH BUG - 1;; 112" x 2" P.T. FURRING WITH BUG 112'° x 2" P.T, FURRING WITH BUG Girl ■� ✓j SCREEN AT BOTTOM (DO NOT NAILSCREEN AT BOTTOM (DO NOT NAIL SCREEN AT BOTTOM (DO NOT NAIL ■ ° frr, r�� INTO WINDOW FLANGE HEADER PER �, INTO WINDOW FLANGE) HEADER PER �j�i INTO WINDOW FLANGE) HEADER PER yrr; ) STRUCTURAL ! '�°i/� STRUCTURAL �'°i°i �I 12 SELF ADHERING MEMBRANE „° = 12 SELF ADHERING MEMBRANE STRUCTURAL it = 12 SELF ADHERING MEMBRANE (S,A M.)(DASHED) (S.A.M. DASHED k J (S.A.M.)(DASHED) �. A (S.A,M,)(DASHED) �� 7 GALV. FLASHING COVERED BY BACKER ROD AND SEALANT GALV, FLASHING BACKER ROD AND SEALANT ` GALV, FLASHING COVERED BY BACKER ROD AND SEALANT � GALV. FLASHING COVERED BY L� (S,A,M,)(DASHED) (5.A,M,)(DASHED) SHIM � WINDOW UNIT ASSEMBLY SHIM � SHIM WINDOW UNIT ASSEMBLY �I- WINDOW UNIT ASSEMBLY w ui SECTION VIEW SECTION VIEW SECTION VIEW z 0 11 VINYL WINDOW - SH - HEAD VINYL WINDOW - CSMT HEAD VINYL WINDOW - FIXED HEAD A911 FIBER-CEMENT SIDING-=, - R,gLINSCREEN SCALL: 3° = 1'-0" A911 FIBER-CEMENT SIDING - RAINSCREEN SCALE: 3" = 1'-0" OA� FIBER-CEMENT SIDING _ RAINSCREEN SCALE: 3" = 1'-0" CL W LJ ■ w Z Z zz Q o t r z z FIBER CEMENT LAP SIDING I FIBER CEMENT LAP SIDING it ' FIBER CEMENT LAP SIDING i N N WATER RESISTIVE BARRIER WATER RESISTIVE BARRIER WATER RESISTIVE BARRIER p WALL SHEATHING 1 WALL SHEATHING L WALL SHEATHING w 1/2" x 2" P,T, FURRING WITH BUG % 112" x 2" P.T. FURRING WITH BUG � � 1/2" x 2" P.T. FURRING WITH BUG " SCREEN AT BOTTOM I % SCREEN AT BOTTOM I SCREEN AT BOTTOM 1 SEALANT I ! SEALANT I r% SEALANT WALL INSULATION i WALL INSULATION WALL INSULATION 1"x 5 1/2" FIBER CEMENT TRIM (DO i" x 5 1/2" FIBER CEMENT TRIM (DO I 1" x 5 1/2" FIBER CEMENT TRIM (DO °i - NOT NAIL INTO WINDOW FLANGE) NOT NAIL INTO WINDOW FLANGE) I °ij° NOT NAIL INTO WINDOW FLANGE) r r r r 1 LAYER 5/8"TYPE 'X' �'�' S.A.M. OWER FLANGE (DASHED) (1) LAYER 5/8"TYPE 'X' �%°, S,A,M, OVER FLANGE (DASHED) (1) LAYER 518"TYPE 'X' - I °'� (DASHED) O ,, ,, ,,,r� S.A.M. OVER FLANGE DASHED G.W.B, 1/2 x 2 P,T. FURRING WITH BUG G.W.B. / G.W.B. I ii%f 1/2" x 2" P.T. FURRING WITH BUG I .r°1, 1/2 x 2 P.T. FURRING WITH BUG r° SCREEN AT BOTTOM (QO NOT NAIL rir SCREEN AT BOTTOM (DO NOT NAIL 2x FRAMING ; SCREEN AT BOTTOM DO NOT NAIL I , 2x FRAMING L � INTO WINDOW FLANGE) 2x FRAMING = ��ii INTO WINDOW FLANGE) INTO WINDOW FLANGE) r NE 12 SELF ADHERING MEMBRANE ,�; 12 SELF ADHERING MEMBRANE 12" SELF ADHERING MEMBRA ;,; - L-A - (S.A.M.)(DASHED) (S.A.M.)(DASHED) - .� r (S,A,M,)(DASHED) ■ }�- THIS WIDTH SHOULD BE 3" �{ BACKER ROD AND SEALANT �/ � - BACKER ROD AND SEALANT BACKER ROD AND SEALANT BACKER ROD AND SEALANT BACKER ROD AND SEALANT / BACKER ROD AND SEALANT SHIM SHIM SHIM WINDOW UNIT ASSEMBLY WINDOW UNIT ASSEMBLY WINDOW UNIT ASSEMBLY u PLAN VIEW PLAN VIEW PLAN VIEW 10 VINYL WINDOW - SH JAM G VINYL WINDOW CSMT - JAMB r2_- VINYL WINDOW FIXED JAMB A911 FIBER-CEMENT SIDING - RAINSCREEN SCALE: 3° = 1'-0" A911 FIBER-CEMENT SIDING - RAINSCREEN SCALE: 3" = V-0" �11 FIBER-CEMENT SIDING - RAINSCREEN SCALE: 3" = 1'-0" BACKER ROD AND SEALANT BACKER ROD AND SEALANT' BACKER ROD AND SEALANT — VINYL WINDOW � WINDOW UNIT ASSEMBLY — WINDOW UNIT ASSEMBLY 3/4" x 3/4" ALUMINUM ANGLE 3/4" x 3/4" ALUMINUM ANGLE 3/4"x 3/4"ALUMINUM ANGLE E SILL PAN SHIMS SILL PAN SHIMS SILL PAN SHIMS BACKDAM ATTACHED TO SILL BACKDAM ATTACHED TO SILL ; BACKDAM ATTACHED TO SILL y m SHIMS (NO SEALANT) o SHIMS (NO SEALANT) SHIMS (NO SEALANT) a' WINDOW STOOL - / BACKER ROD AND SEALANT WINDOW STOOLBACKER ROD AND SEALANT WINDOW STOOL BACKER ROD AND SEALANT u WINDOW APRON _ WINDOW APRON _ - WINDOW APRON ro 1" x 5 112° FIBER CEMENT TRIM (QO ��r�1� iir 1" x 5 1/2" FIBER CEMENT TRIM (DO 1,r 1"x 5 1/2" FIBER CEMENT TRIM iiia 1i0N °f NOT NAIL INTO WINDOW FLANGE) I ��°' NOT NAIL INTO WINDOW FLANGE) I� f° ; (DO NOT NAIL INTO WINDOW FLANGE) f' S.A.M. OVER FLASHING AND FLANGE ` °;,� S.A.M. OVER FLASHING AND FLANGE 6 ' S.A.M. OVER FLASHING AND FLANGE 16-OCT-2018 BUILDING PERMIT RESUBMITTAL ( 2x FRAMING i 2x FRAMING r I: � -� ,,, �'",r� 2x FRAMING � ,�, 1/2"x 2" P.T. FURRING WITH BUG ;j/, 1/2" x 2" P,T. FURRING WITH BUG %% 1/2" x 2" P.T. FURRING 155UE5 SCREEN AT BOTTOM (DO NOT NAIL SCREEN AT BOTTOM (DO NOT NAIL WITH BUG SCREEN AT BOTTOM INTO WINDOW FLANGE) �; INTO WINDOW FLANGE) \ Mfr (DO NOT NAIL INTO WINDOW FLANGE) ■ PROJECT NUMBER DRAWN BY CHECKED BY ■ V�°°' 12" SELF ADHERING MEMBRANE 12" SELF ADHERING MEMBRANE Yip; 12" SELF ADHERING MEMBRANE (S.A.M.) 16761 BC RLC u (SAX) SILL PAN (SHOWN DASHED) (S.A.M.) SILL PAN (SHOWN DASHED) �I SILL PAN (SHOWN DASHED) GALV. METAL FLASHING I GALV, METAL FLASHING - GALV. METAL FLASHING ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE r` I I I j E y THE ORIGINAL AND UNPUBLISHED WORK Of THE ARCHITECT AND MAY (1) LAYER 5/8"TYPE 'X' ! (1) LAYER 5/8"TYPE "X` - (1) LAYER 5/8"TYPE 'X' i 1/2 x 2 P.T, FURRING WITH BUG 112 x 2 P.T. FURRING WITH BUG 'r 112" x 2" P,T, FURRING WITH BUG NOT BE DUPUCATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN GXB. I G.W.B. ' I G.W.B. I f' CONSENT OF THE ARCHITECT. SCREEN AT BOTTOM SCREEN AT BOTTOM 12018 HILL ARCHITECTS SCREEN AT BOTTOM WALL INSULATION Y I FIBER CEMENT LAP SIDING WALL INSULATION t I FIBER CEMENT LAP SIDING WALL INSULATION FIBER CEMENT LAP SIDING c� l u WATER RESISTIVE BARRIER WATER RESISTIVE BARRIER \ WATER RESISTIVE BARRIER WALL SHEATHING WALL SHEATHING WALL SHEATHING _` _�_� WINDOW DETAILS -� AV SECTION VIEW SECTION VIEW SECTION VIEW 00 Ln N VINYL WINDOW - SH SILL VINYL WINDOW - CSMT SILL 1 VINYL WINDOW - FIXED SILL 00 io FIBER-CEMENT SIDING - RAINSCREEN SCALE: 3" = 1'-0" A911 FIBER-CEMENT SIDING - RAINSCREEN tiC;ALE: 3" = 1'-0" A911 FIBER-CEMENT SIDING - RAINSCREEN SCALE: 3" = 1'-0" ra A91 1 ra C-2 10 ■ 9 ■ 8 0 7 0 6 0 5 ■ 4 ■ 3 ■ 2 ■ 1 SIT2018m00019 OFFICE COPY 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 LEGEND EGBVED NEW SANITARY SEWER LINE SS 4TS 5� 7 2 n d AVE APART........ A E -h.. cc JUN a 2018 NEW STORM DRAIN LINE SD n CITY OFIGARE�- NEW WATER LINE W - --- - - - W - - - - `:` lV!.,DlNG :)IV1S10N NEW & EXIST. CATCH BASIN ❑ ❑ H I L L 0 0 721D AVE _ ` SW ATLANTA A� ARCHITECTS NEW & EXIST. AREA DRAIN C CO ` T `f °M STORM DRAIN MANHOLE TIGARD , OREGON 97232 • � SWBAYLORLT. � 1 75 0 BLANKENSHIP ROAD ssMH ss,wr S U I T E 4 0 0 SANITARY SEWER MANHOLE CO co 11 WEST LINN . OREGON 97068 NEW & EXIST. CLEANOUT (SD & SSWR) • • SW CLINTON ST. TEL 503 . 305 . 8033 FAX 503 . 305 . 8034 DS w NEW ROOF DOWNSPOUT 0 NEW & EXIST. GAS METER L` SW DARTMOUTH ST. LAI NEW & EXIST. FIRE HYDRANT ;AFH AFH J « DC1 NEW & EXIST. WATER METER z ® ® � cca ■ n a, W EXIST. WATER VALVE a ■ E fl G 1 Pl E E R S NEW & EX S TE H rAi co 0 921 SW WASHINGTON ST. • SUITE 560 PROJECT LOCATION: C.a PORTLAND,OREGON 97205 a S W PHONE:(503)242-2448 . FAX:(503)242-2449 FITTING WITH THRUST BLOCK h�I I" LA �I 11720 SW 72nd AVE � � � WEBSITE: WWW.DCI-ENGINEERS.COM TEE 90' 45' 22.5' CIVIL / ST11`:�.UCTUF2AL @ Copyright 0B/2016 D'Amato Conversano Inc. All Rights Reserved SURFACE WATER & PIPE DIRECTION FLOW -- SW BEVELAND ST. © t e Ano document,and M.W_and m- eM a round,m,Inde w in part..M1na,l wrinen.9".d*W ,from..pm.a aarnersft Ic. n'Amalo Can+eraaroo Inc.d�xtogna any reepan9pillty ror its urmutt,amed I,- EXISTING CONTOUR LU NEW CONTOUR rPR Mx XX) xxxxx r.G w EXISTING SURFACE ELEVATION Fs /�xxxxx FS W 5 ss FINISHED SURFACE ELEVATION M..xx xxxxx Ta F.s /xxx.xx,FS J�& xTOWx 7V 1 C I T"llh*4 111 ' V A Pa �� OREGON 9 4' k13� ti TOP OF WALL/TOE of WALL xBX.xx CONSTRUCTION NOTES: NOT TO SCALE N ©* S� BOW GENERAL A , 1. UNLESS SPECIFICALLY EXCEPTED IN THE PLANS OR CONTRACT DOCUMENTS, ALL CONSTRUCTION METHODS AND ■ SLOPE INDICATORS 3:1 2:1 MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF PORTLAND STANDARD CONSTRUCTION SPECIFICATIONS. ■ 2. THE PLANS ARE SCHEMATIC AND ARE NOT INTENDED TO DEPICT ALL DETAILS OF THE WORK REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE TO FAMILIARIZE HIMSELF WITH ACTUAL SITE CONDITIONS, REQUIREMENTS AND PROJECT TEAM: 72ND AVENUE RIP RAP ERE FACTORS AFFECTING THE WORK. WHERE LACK OF DETAIL OR CONFLICT EXISTS BETWEEN THESE AND OTHER PLANS, THE CONTRACTOR SHALL NOTIFY THE OWNER TO RESOLVE THE ISSUE PRIOR TO PROCEEDING. IF THE CONTRACTOR OWNER: ARCHITECT: CIVIL ENGINEER: APARTMENTSDISCOVERS ANY DISCREPANCIES BETWEEN THE PLANS AND EXISTING CONDITIONS ENCOUNTERED, THE CONTRACTOR FILTER FABRIC FENCE SHALL NOTIFY THE DESIGN ENGINEER AND THE CITY OF PORTLAND ENGINEER'S OFFICE, 72ND AVENUE PROPERTY, LLC HILL ARCHITECTS DCI ENGINEERS 0 4804 NW BETHANY BLVD, SUITE I-2 1750 BLANKENSHIP ROAD 921 SW WASHINGTON ST., SUITE 560 3. THIS PLAN MAY NOT SHOW ALL EXISTING UTILITIES. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. PRIOR PORTLAND, OR 97229 WEST LYNN, OR 97068 PORTLAND, OR 97205SW �� ,,1�IT a NEW CEMENT CONCRETE TO CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES. CALL THE MR, RICHARD CASSINELLI CONTACT: LLOYD HILL, AIA CONTACT: DAMON SMITH, P.E. © UNDERGROUND UTILITY LOCATION SERVICE AT (811) BEFORE YOU DIG. ANY CONFLICTING UTILITIES SHALL BE PHONE: (503) 545-5217 PHONE: (503) 305-8033 PHONE: (503) 242-2448 RELOCATED PRIOR TO CONSTRUCTION. IN THE CASE WHERE RELOCATION IS REQUIRED, THE APPLICABLE UTILITY EMAIL: REC65®ME.COM EMAIL: LLOYD.HILL@HILLARCHITECTS.COM EMAIL: DSMITHODCI-ENGINEERS.COM AVENUE EW ASPHALT CONCRETE PAVEMENT COMPANY SHALL BE NOTIFIED AND ANY COST REQUIRED FOR RELOCATION OR ADJUSTMENTS SHALL BE AGREED COORDINATES, & LEADERS N 1000.00 UPON. UTILITY PURVEYORS: E 5040.00 NEW CONCRETE CURB 4. THE ENGINEER HAS ATTEMPTED TO SHOW ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES. APPEARANCE SEWER/STORM WATER: WATER: NATURAL GAS: T 1 c A R D . OREGON q 7 z 3 z ON THESE PLANS, HOWEVER, DOES NOT GUARANTEE THE ACCURACY AND COMPLETENESS OF THE LOCATION OR CITY OF TIGARD TUALATIN VALLEY WATER DISTRICT NORTHWEST NATURAL GAS NEW CONCRETE CURB & GUTTER EXISTENCE OF THESE UTILITIES AND/OR SUBSTRUCTURES. THE CONTRACTOR IS REQUIRED TO TAKE ALL REQUIRED 8777 SW BURNHAM ST. 1850 SW 170TH AVE 220 NW 2ND AVE 1=0R: 72ND AVENUE PROPERTY, LLC PRECAUTIONARY MEANS TO LOCATE AND PROTECT ALL. EXISTING UTILITIES AND SUBSTRUCTURES WHETHER SHOWN TIGARD, OR 97223 BEAVERTON, OR 97006 PORTLAND, OR 97209 ■ NEW RETAINING WALL , OR NOT, PRIOR TO EXCAVATION IN ANY AREA. THE CONTRACTOR SHALL MEET AT THE JOB SITE WITH ■ - REPRESENTATIVES OF THE UTILITY DISTRICTS, COMPANIES, AND OTHER OWNERS THAT MAY HAVE EXISTING CONTACT: ROB BLOCK CONTACT: PETER BOONE CONTACT: RYAN TRUAIR FACILITIES AT THE SITE, AND DISCUSS THEIR PROTECTION. PHONE: (503) 718-2704 PHONE: PHONE: (503) 848-3000 PHONE: (503) 226-4221 ABBREVIATIONS 5. THE CONTRACTOR IS REQUIRED TO HAVE A COMPLETE SET OF APPROVED PLANS ON THE JOB SITE WHENEVER EMAIL: ROBOT]GARD-OR.GOV EMAIL: PETER.BOON EOTVWD.ORG EMAIL: RYAN.TRUAIRONWNATURAL.COM CONSTRUCTION IS IN PROGRESS. THE CONTRACTOR SHALL HAVE A RESPONSIBLE PARTY, WHO HAS THE AUTHORITY POWER: FIRE: CABLE: ACP ASPHALT CONCRETE PAVEMENT GV GATE VALVE TO REPRESENT AND ACT FOR THE CONTRACTOR, AT THE JOB SITE DURING ALL WORKING HOURS. PORTLAND GENERAL ELECTRIC TUALATIN VALLEY FIRE AND RESCUE FRONTIER COMMUNICATIONS 00 HDPE HIGH DENSITY POLYETHYLENE 9480 BOECKMAN RD 1945 SW 72ND AVENUE 11870 SW BEAVERTON HILLSDALE HWY IV- AD AREA DRAIN 6. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS AND APPROVALS FROM THE CITY OF SOOFFICE COPY HYD HYDRANT PORTLAND, AND OTHER JURISDICTIONS PRIOR TO THE START OF CONSTRUCTION. ABSENCE OF THE PERMIT MAY WILSONVILLE, OR 97070 TIGARD, OR 97223 BEAVERTON, OR 97005 V BLDG BUILDING RESULT IN IMMEDIATE SHUT DOWN OF WORK AND POSSIBLE REMOVAL OF THE ITEMS CONSTRUCTED WITHOUT A CONTACT: CHRIS JEWETT CONTACT: JOHN WOLFF CONTACT: JOHN COUSINEAU (PRIMARY) CI"1'"`Y OF TIGARD I.E. INVERT ELEVATION PERMIT. PHONE: (503) 672-5483 PHONE: (503) 259-1504 PHONE: (503) 641-4463 ,r REVI<E FOR CODE COMPLIANCE BM BENCHMARK EMAIL: CHRIS.JEWETT@PGN.COM EMAIL: JOHN.COUSIN EAU OFTR.COM INV INVERT 7. THE CONTRACTOR SHALL PROVIDE THE DESIGN ENGINEER WITH RECORD DRAWINGS PRIOR TO FINAL APPROVAL. ALLrn COMCAST Appovecl: BNDRY BOUNDARY IRR IRRIGATION WATER DEVIATIONS FROM THE ORIGINAL PLANS MADE DURING THE COURSE OF THE CONSTRUCTION INCLUDING LOCATION, PHONE: (503) 595-3$49 W OTC. LF LINEAR FEET INVERTS, AND DEPTHS OF UTILITIES SHALL BE CLEARLY MARKED ON THE RECORD DRAWINGS. THE ENGINEER � �,effnit BOW BOTTOM OF WALL SHALL PROVIDE THE CITY ENGINEER WITH "RECORD DRAWINGS" AS REQUIRED. i Address: MH MANHOLE CTV CABLE TV MJ MECHANICAL JOINT 8. THE SURVEY IS FOR INFORMATIONAL PURPOSES ONLY. NO CERTIFICATIONS ARE EXPRESSED OR IMPLIED. THE Suite#: SURVEY WAS PROVIDED BY S AND F LAND SERVICES. SHEET INDEX Q i $y: Date; C&G CURB AND GUTTER P POWER i ■ PIV POST INDICATOR VALVE 9. CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR, AND EQUIPMENT TO CONSTRUCT AND INSTALL TO PROPER °■ CB CATCH BASIN WORKING ORDER, THE DESIGN SHOWN, AS DETAILED OR CALLED OUT IN THESE PLANS AND SPECIFICATIONS. THE GENERAL CIVIL INFORMATION- - - �-- - - - ®- - - - --- - - CO.00 PP POWER POLE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR BEING FAMILIAR WITH THE PROVISIONS AND REQUIREMENTS GENERAL NOTES- - - - - - - - - - - - - - - - - - CO.01-CO.02 EXISTING SITE SURVEY AND DEMOLITION PLAN- - - - - - - C1.00 m CL CLASS PL PROPERTY LINE CONTAINED IN THE STANDARD SPECIFICATIONS. m GRADING PLAN - - - - - - - - - - - - - - - - - - C1.10 � CL CENTER LINE RAD (R) RADIUS 10. IF CONSTRUCTION IS TO TAKE PLACE IN PUBLIC RIGHT-OF-WAY, THE CONTRACTOR SHALL NOTIFY THE GOVERNING STORM WATER PLAN_ _ _ _ _ ____ __ ___ _-- C1.20 MUNICIPALITY AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS. CONTRACTOR SHALL PROVIDE TRAFFIC UTILITY PLAN - - C1.30 CMP CORRUGATED METAL PIPE RCP REINFORCED CONCRETE PIPE CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS DETAILS- - - - - - - - - - - - - - - - - - - - - C5.00-05.30 RD ROAD REQUIRED. PRIOR TO DISRUPTION OF ANY TRAFFIC, A TRAFFIC PLAN SHALL BE PREPARED AND SUBMITTED TO THE EROSION CONTROL PLAN- - - - - - - - - - - -- - - EC1.00 CONC. CONCRETE GOVERNING MUNICIPALITY FOR APPROVAL. NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS RET RETAINING IN PLACE. LiJ m CPEP CORRUGATED POLYETHYLENE PIPE ROW RIGHT OF WAY CL SD STORM DRAIN 11. A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF PORTLAND PRIOR TO THE START OF CTR CENTER(ED) CONSTRUCTION. EXISTING SITE SUMMARY: NEW SITE SUMMARY -FOR Y S.F. SQUARE FEET PPR D BY THE PROJECT ENGINEER AND THE PARCELS: WCTM 1S136DC, TAX LOTS 3200 & 3300 PARCEL SIZE: 25,567 SQ. FT. O DCVA DOUBLE CHECK VALVE ASSEMBLY SS SANITARY SEWER 12. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED ANDA OVE PARCEL SIZE: 28,884 SQ. FT. BUILDING FOOTPRINT: 9,965 SQ. FT. C� DDCV DOUBLE DETECTOR CHECK VALVE STA STATION CITY OF PORTLAND. ZONING: TMU: TRIANGLE MIXED USE ZONE ONSITE IMPERVIOUS AREA: 22,167 SQ. FT. a C( ��} 13. ALL TESTING SHALL BE IN ACCORDANCE WITH THE PBOT STANDARD SPECIFICATIONS (LATEST EDITION). ONSITE PERVIOUS AREA: 3,400 SQ. FT. MARK DATE PEVISIONASSUE Q.I. DUCTILE IRON TOE TOE OF WALL, OR SLOPE ONSITE PARKING STALLS: 42 ■ DIA � DIAMETER T TELEPHONE WIRE 14. THE CONTRACTOR SHALL REMOVE ALL WASTE MATERIAL. SOLID WASTE STORAGE PROVIDED: 200 SQ, FT. City Of Tigard Erosion contrin BUILDING SETBACKS: PER SITE COVENANT REQUIREMENTS To Schedule InspectiOP-s: (n ■ PROJECT NUMBER DRAWN BY CHECKED BY ( ) 17042-0032 JAS RJL TBM TEMPORARY BENCH MARK BUILDING HEIGHT: PER CITY OF TIGARD STANDARDS Call (5Q3} fi39-4'I�� DIM DIMENSION T.C. TOP OF CURB Q ortof�snpen t�i1or Final inspection'. DS DOWN SPOUT TG TOP OF GRATE SLOPE prior to final building InaPec�Iax" EL.= ELEVATION TOP TOP OF SLOPE ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE TOW TOP OF WALL ORIGINAL AND UNPUBLISHED WORK Of THE ARCHITECT AND MAY NOT BE EOP EDGE OF PAVEMENT DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF TV TELEVISION WIRE THE ARCHITECT. FD FLOOR DRAIN � 0 HILL ARCHITECTS FDC FIRE DEPARTMENT CONNECTION NOTICE TO E M Y ES: EMERGENCY TELEPHONE NUMBERS GENERAL CIVIL INFORMATION ATTENTION: OREGON LAW REQUIRES YOU FFE FINISH FLOOR ELEVATION TO FOLLOW RULES ADOPTED BY THE NW NATURAL GAS POTENTIAL UNDERGROUND FACILITY OWNERS OREGON UTILITY NOTIFICATION CENTER, M-F 7am-6pm 503-226-4211 Ext.4313 FH FIRE HYDRANT FL FLANGED SEE PUBLIC FACILITY THOSE RULES ARE SET FORTH IN OAR AFTER HOURS 503-226-4211 DiSafe GAS MAIN IMPROVEMENT PLANS FOR 952000010THROUGH OAR PGE 503-464-7777 ; 7 ■ G WORK IN R.O.W. 952-001-0090. OU MAY OBTAIN N COPIES OF THE RULES BY CALLING THE CENTURYLINK 1-800-573-1311 Call the Oregon One-Gail Center GB GRADE BREAK CENTER. CITY BUREAU OF MAINTENANCE 503-823-1700 DIAL 811 or 1-800-332-2344 GM GAS METER (NOTE: THE TELEPHONE NUMBER FOR CITY 23-4874 THE OREGON UTILITY NOTIFICATION VERIZON�R 1-800--483-1000 CO - 00 GRD GRADE CENTER IS 503-232-1967). SHEET I OF 12 8 ■ 7 ■ 6 5 ■ 4 ■ 3 ■ 2 ■ 1 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 f 1 HILL ARCHITECTS 1750 8LANKENSHIP P OAD SUITE 400 U_ " WEST LINN , OREGON 57068 TEL 503 . 305 .8033 FAX 503 . 305 . 3034 BES PUBLIC WORKS GENERAL NOTES: GRADING NOTES: PAVING NOTES: 1. ERRORS AND OMISSIONS ARE THE RESPONSIBILITY OF THE "ENGINEER OF RECORD". IF ERRORS OR OMISSIONS 1. EXCAVATION AND EMBANKMENT SHALL BE IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THE CITY 1. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CITY OF PORTLAND STANDARD CONSTRUCTION ARE FOUND AFTER THE PERMIT HAS BEEN ISSUED, THE PERMITTEE OR ITS CONTRACTOR SHALL CONTACT THE OF PORTLAND STANDARD CONSTRUCTION SPECIFICATIONS. ALL COMPACTION OF SUBGRADES, ROCK, AND SPECIFICATIONS, AND THE GEOTECHNICAL EVALUATION BY GEODESIGN INC. i ENGINEER OF RECORD (MATT GIBE OF DCI ENGINEERS AT 509-227-5721) TO HAVE THE CORRECTIONS MADE. ALL ASPHALT SHALL BE IN ACCORDANCE WITH THE CITY OF PORTLAND STANDARD CONSTRUCTION SPECIFICATIONS CHANGES WILL REQUIRE THE APPROVAL OF THE BES CHIEF ENGINEER PRIOR TO THE WORK BEGINNING. AND THE GEOTECHNICAL REPORT. 2. CONTRACTOR SHALL CONTACT ALL APPROPRIATE UTILITY COMPANIES AND THE CITY OF PORTLAND TO OBTAIN K Dcl ■ NECESSARY LOCATES 48 HOURS BEFORE CONSTRUCTION BEGINS. ■ = t"1 G I f'1 E E R S 2. ALL CONSTRUCTION SHALL CONFORM TO 2010 CITY OF PORTLAND STANDARD CONSTRUCTION SPECIFICATIONS 2. ALL FINISHED GRADING ELEVATIONS SHALL MATCH EXISTING ELEVATIONS AT THE SITES BOUNDARY, (SCS). CONTRACTOR AND/OR SUBCONTRACTOR SHALL HAVE A MINIMUM OF ONE SET OF APPROVED PLANS AND EXCEPT AS SHOWN OTHERWISE ON THE GRADING PLAN. WHERE CONFLICTS EXIST, THE CONTRACTOR SHALL 3. NO VARIANCE FROM THE SPECIFICATIONS AND NOTES SHALL BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL 921 SW WASHINGTON ST. • SUITE 560 NOTIFY THE OWNER TO RESOLVE THE ISSUE PRIOR TO PROCEEDING. FROM THE CITY OF PORTLAND. PORTLAND,OREGON CITY OF PORTLAND STANDARD CONSTRUCTION SPECIFICATIONS ON THE JOB SITE AT ALL TIMES DURING PHONE:(503)242-2448 • FAX:AX:(5(503)242-2449 CONSTRUCTION. WEBSITE: WWW.DCI-ENGINEERS.COM 3, EARTHWORK QUANTITIES HAVE NOT BEEN CALCULATED TO DETERMINE ESTIMATED VOLUMES OF 4. CONCRETE, AGGREGATE BASE, AND ASPHALT MIX DESIGN SHALL BE SUBMITTED BY THE SUPPLIER AND C--I\/[L- i sTRuc--uF~t^t_ EXCAVATION AND EMBANKMENT ON THIS PROJECT. CONTRACTOR IS RESPONSIBLE FOR CALCULATING THEIR APPROVED IN WRITING BY THE ENGINEER OF RECORD PRIOR TO ANY ROAD OR PARKING LOT CONSTRUCTION. Copyright 06/2018 D'Amoto Conversano Inc.Al Rights Reserved 3. ELEVATIONS ARE BASED ON CITY OF PORTLAND DATUM USING BENCHMARK(S) N0. 3475, ELEVATION 124.92, OWN EARTHWORK QUANTITIES. THE CONTRACTOR MAY WORK WITH THE OWNER TO IDENTIFY ON SITE BORROW MATERIALS SHALL BE IN CONFORMANCE WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT. M p document, Mem e�designs m t not M nm.d.,e whole o LOCATED 6.3' NORTHEAST OF FIRE HYDRANT NEAR NORTHWEST PROPERTY CORNER. m oar. Cone writtenI ,emd,>Mn.mm aponsi ityforwro SITESOR WASTE SITES. a�M�e aom�no��.diWoim,em,eeDmMGYIIy for�,unauthorized use, 4. ATTENTION EXCAVATORS: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY OREGON UTILITY 5. REMOVAL OF EXISTING PAVEMENT MARKINGS SHALL BE ACCOMPLISHED BY A METHOD THAT DOES NOT NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU 4. GRADING: ALL GRADING SHALL BE LIMITED TO THE AREAS IDENTIFIED IN THE GRADING PLAN AND SHALL MATERIALLY DAMAGE THE SURFACE OR TEXTURE OF THE PAVEMENT OR SURFACING. THE PAVEMENT MARKINGS LU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING (503) 232-1987. IF YOU HAVE ANY NOT INFRINGE ON ADJACENT OWNERSHIPS. SHALL BE REMOVED TO THE EXTENT THAT THEY WILL NOT BE VISIBLE UNDER DAY OR NIGHT CONDITIONS. W FIRS I NF ss/ QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CALL CENTER. YOU MUST NOTIFY THE CENTER AT LEAST 6. ALL EXISTING PAVEMENT SHALL BE REMOVED IN THE SECTIONS REQUIRING REMOVAL AND REPLACEMENT. THE 2 BUSINESS DAYS, BUT NOT MORE THAN 10 BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 811 OR 5. CUT SLOPES IN SOLID ROCK SHALL NOT EXCEED 1XCE (HORIZONTAL:ASSHOWNOTHERWISE AND SOIL CUT SLOPES EXISTING BASE COURSE MATERIALS IN THESE SECTIONS SHALL BE COMPACTED TO A MINIMUM OF 95% OF MODIFIED`` 8ss 5 1-800-332-2344. SHALL NOT EXCEED T SLOPES ES SHALL N T EXCEED EXCEPT AS SHOWN OTHERWISE ON THE PLANS. PROCTOR DRY DENSITY AND WITHIN (2) PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT. ALL �(S TEMPORARY SOIL CUT SLOPES SHALL NOT EXCEED 2H:1V. COMPACTION SHALL BE DONE IN ACCORDANCE WITH ASTM D-1557. THE NEW PAVEMENT SHALL BE REPLACED TO OREGON 5. CONTRACTOR SHALL MAINTAIN FLOWS IN THE EXISTING SYSTEM AT ALL TIMES. 6. FILL SLOPES ACROSS THE PROPERTY SHOULD BE DESIGNED FOR A MAXIMUM SLOPE OF 3H:1V A DEPTH OF THE PAVEMENT DETAIL SHOWN ON THESE PLANS. BASE COURSE SHALL MEET REQUIREMENTS IN THE ep "� 6. ALL SEWER TRENCH LINES AND EXCAVA11ONS SHALL BE PROPERLY SHORED AND BRACED TO PREVENT CAVING (HORIZONTAL:VERTICAL), EXCEPT AS SHOWN OTHERWISE ON THE PLANS. GEOTECHNICAL REPORT. '�/0N 13, AS REQUIRED BY OREGON OCCUPATIONAL SAFETY AND HEALTH (OSHA) AND SECTION 00405.41(F) OF THE CITY OF 7. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL AND OR 7. ASPHALT/CONCRETE PAVING SHALL CONFORM TO PBOT STANDARD SPECIFICATIONS (LATEST EDITION). . PORTLAND STANDARD CONSTRUCTION SPECIFICATIONS. ■ HORIZONTAL ALIGNMENT SHALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF ■ 7. EXCAVATED SEWER TRENCH SPOIL MATERIAL SHALL BE DISPOSED OF AT A PROPER LANDFILL, OR APPLICANT PERFORMING SUCH WORK. 8. BEFORE PLACING THE BASE MATERIAL, THE SURFACE OF THE SUBGRADE SHALL BE PREPARED IN ACCORDANCE 72ND TLSHALL OBTAIN A FILL PERMIT FROM THE BUREAU OF DEVELOPMENT SERVICES BEFORE BEING DISPOSED OF TO THE RECOMMENDATIONS OUTLINED IN THE GEOTECHNICAL REPORT. Y L�� ON-SITE. A COPY OF THE GRADING PERMIT AND PLAN SHALL BE PROVIDED TO THE BUREAU OF ENVIRONMENTAL 8. FORM AND SUBGRADE INSPECTION THE INSPECTOR IS REQUIRED BEFORE POURING THE CONCRETE. g BITUMINOUS TACK COAT SHALL BE APPLIED BETWEEN ASPHALT PAVING LIFTS AND SHALL BE USED PRIOR TO SERVICES FOR CONSTRUC11ON INSPECTION AT THE PRE-CONSTRUCTION MEETING. ANY WORK OUTSIDE THE PUBLIC TWENTY-FOUR HOURS NOTICE IS REQUIRED FOR FORM INSPECTION. RIGHT OF WAY, INCLUDING CUTS FILLS GRADING AND CLEARING MAY REQUIRE PERMITS FROM BUREAU OF OVERLAY, (CSS-1H), 50:50 DILUTION, 0.05 GAL/SY TO 0.15 cALjSY OR AS DIRECTED BY THE ENGINEER. ALL APARTMENTS DEVELOPMENT SERVICES. 9. REFER TO THE GEOTECHNICAL EVALUATION BY GEODESIGN FOR EXISTING SOIL CONDITIONS AND EDGES ABUTTING NEW PAVEMENT SHALL BE TACKED. EARTHWORK RECOMMENDATIONS. 8. UNANTICIPATED CONTAMINATION ENCOUNTERED DURING CONSTRUCTION IN CITY RIGHT OF WAY. 10. ALL PAVEMENT SHALL BE COMPACTED IN ACCORDANCE WITH THE SOILS REPORT. TESTS SHALL BE CONDUCTED A) THE APPLICANT IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH PROPER CHARACTERIZATION, 10. ON-SITE GRADING SHALL BE IN ACCORDANCE WITH THE APPROVED GRADING PLAN AND ESC PLAN. AT 100 FOOT INTERVALS OR 1 PER 3000 SQUARE FEET FOR EACH LIFT OR AS DIRECTED BY THE ENGINEER. ALL 11720 SW 7 IDENTIFICATION ANALYSIS, MANAGEMENT AND DISPOSAL OF CONTAMINATED MEDIA ENCOUNTERED WITHIN THE GRADING ON THIS SITE OR ANY OTHER SITE MUST COMPLY WITH ALL DEVELOPMENT REGULATIONS INCLUDING, TEST REPORTS SHALL BE SUBMITTED TO THE CITY OF PORTLAND PRIOR TO PROOF ROLLS. SINGLE-AXLE 5-TON o CITY RIGHT-OF-WAY OR ON CITY PROPERTY. THE APPLICANT IS ALSO RESPONSIBLE FOR ALL RESULTANT BUT NOT LIMITED TO, GRADING PERMITS, SEPA REVIEW, DESIGNATED DRAINAGEWAYS, ETC. TRUCK PROOF ROLLS MONITORED BY THE CITY OF PORTLAND PRIOR TO PLACEMENT OF ROAD/PARKING LOT BASE DELAYS. AND ASPHALT ARE REQUIRED. CONCRETE AND ASPHALT TESTING SHALL BE AS DIRECTED BY THE CITY OF AVENUE B) THE APPLICANT WILL PROVIDE THE CITY (ENGINEER AND INSPECTORS) WITH COPIES OF ALL DISPOSAL 11. ALL EXISTING PERIPHERAL AREAS CURRENTLY SODDED AND NOT INCLUDED IN THE LANDSCAPE PLAN PORTLAND'S INSPECTOR. PERMITS FROM THE PERMITTED DISPOSAL FACIUTY, ANALYTICAL RESULTS USED TO GAIN ACCEPTANCE OF THE SHALL BE RE-SODDED AND IRRIGATION REPAIRED IF DISTURBED BY OTHER WORK IN THAT AREA. CONTAMINATED MEDIA AND DISPOSAL RECEIPTS DAILY WEIGH SUPS. DAILY WEIGH SLIPS AMOUNTS SHALL BE 11. ALL VALVE AND MANHOLE COVERS SHALL BE ADJUSTED TO PAVEMENT GRADE DURING INITIAL CONSTRUCTION. / 12. CONTRACTOR SHALL VERIFY AND MATCH THE EXISTING GRADES. WHERE APPUCABLE GRADES MAY NEED CHECKED AGAINST INSPECTOR'S DAILY REPORTS. THE APPLICANT MUST USE AN OREGON DEPARTMENT OF ADJUSTING TO PROVIDE A POSITIVE DRAINAGE SLOPE. 12. ALL CONCRETE EDGES MUST BE ROUNDED TO A 1/4 INCH RADIUS, EXCEPT WHERE SHOWN OTHERWISE ON T I G A R D, OREGON 9 7 2 3 2 ENVIRONMENTAL QUALITY- APPROVED DISPOSAL FACILITY FOR DISPOSAL OF THE CONTAMINATED MEDIA. DRAWINGS. ALL ASPHALT SHALL BE 1/4 INCH ABOVE CONCRETE EDGES ' MANHOLES AND VALVES. FOR: 72ND AVENUE PROPERTY, LLC _ 9. FOUNDATION STABILIZA110N MAY BE NECESSARY AS PER CITY OF PORTLAND STANDARD CONSTRUCTION 13. TOP OF CURB (T.C.) IS 0.5' ABOVE ACP OR CCP UNLESS OTHERWISE NOTED. ■ SPECIFICATIONS AND APPROVED BY BES. 13. ALL PHASES OF WORK SHALL BE INSPECTED AND APPROVED BY THE CITY OF PORTLAND. ■ 14. RIM ELEVATIONS OF UTIUTY AND DRAINAGE STRUCTURES SHALL BE INSTALLED SO THAT RIMS MAY BE I 10. MAINTAIN MINIMUM OF 36" OF COVER OVER ALL PIPE IN UNPAVED EASEMENT AREAS. ADJUSTED t0.5' TO MATCH FINISHED GRADE. 14. ALL TRAFFIC CONTROL, IF REQUIRED, SHALL CONFORM TO THE APPLICABLE REGULATIONS SET FORTH IN THE 15. LAYOUT CURB AND SIDEWALK BEFORE SETTING VALVE BOXES AND UTILITY APPURTENANCES TO ENSURE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 11. THE CONTRACTOR SHALL INSTALL MARKER BALLS ON ALL STORM AND SANITARY SEWER MAINLINE PIPE AND THERE IS NO CONFLICT BETWEEN STRUCTURES AND HARD SURFACES. 15. ALL THE OPERATIONS SHALL CONFORM TO THE APPLICABLE REGULATIONS SET FORTH BY ICC AND OSHA. LATERALS. SEE SPECIFICATION SECTION 00446. 16. WET WEATHER CONSTRUCTION AND CONSIDERATIONS SHALL ADHERE TO THE RECOMMENDA71ONS IN THE 16. HALF-INCH EXPANSION JOINTS SHALL BE INSTALLED AT PROPERTY LINES; HOWEVER, JOINTS SHALL NOT 12. MARK ENDS OF ALL STUB OUTS AND LATERALS W/CONTINUOUS PRESSURE TREATED 2" X 4". TOP 12' TO BE GEOTECHNICAL REPORT. EXCEED 100 FEET APART. CONTROL JOINTS SHALL BE INSTALLED AT 10 FOOT INTERVALS, HALF STONES ARE NOT PAINTED WHITE AND STENCILED WITH BLACK 'ST' FOR STORM OR PAINTED GREEN AND STENCILED BLACK "SS" FOR ALLOWED. SANITARY AND WITH PIPE SIZE, MATERIAL TYPE, AND PIPE DEPTH. BURY 2" X 4" TO I.E. OF STUB OR LATERAL. 17. EXCAVATOR MUST COMPLY WITH GRS 757-541 TO 757-571 (UTIUTY PRE-NOTOFICATION, ETC.) 17. ASPHALT BINDER SHALL BE PG. 70-22. 13. CITY OF PORTLAND MAINTENANCE OF HOUSE BRANCHES END AT THE CURB LINE IN RIGHTS-OF-WAY AND AT THE END OF THE TEE IN EASEMENTS. 18. WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING ASPHALT SHALL BE CUT TO A NEAT VERTICAL EDGE AND TACKED WITH ASPHALT EMULSION TYPE CSS-1 IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE NEW 14. INSTALL LATERAL CURB MARKERS ON ALL NEW LATERALS PER SPECIFICATION 00446,11. ASPHALT SHALL BE FEATHERED BACK OVER EXISTING TO PROVIDE FOR A SEAL AT THE SAW CUT LOCATION AND THE JOINT SEALED WITH GRADE AR-400OW PAVING ASPHALT. 15. BUREAU OF DEVELOPMENT SERVICES (BDS) PLUMBING DIVISION APPROVALS AND PERMITS ARE REQUIRED FOR PRIVATELY MAINTAINED SEWER, INLETS, INLET LEADS & SERVICE LATERALS CONSTRUCTED OUTSIDE OF PUBLIC 19. FORM AND SUBGRADE INSPECTION BY THE INSPECTOR IS REQUIRED BEFORE POURING CONCRETE. TWENTY-FOUR RIGHT-OF-WAY OR SEWER EASEMENT. ALL WORK APPROVED UNDER PLUMBING PERMITS SHALL BE PRIVATELY HOURS N0710E IS REQUIRED FOR FORM INSPECTION. OWNED AND MAINTAINED. ■ 20. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL AND/OR HORIZONTAL ■ 16. STREET RESTORATION SHALL BE PER THE REQUIREMENTS OF THE PBOT STREET OPENING PERMIT. ALIGNMENT, SHALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. m MARK DATE REVISIONASSUE ■ ■ PROTECT NUMBER DRAWN BY CHECKED BY 17042-0032 ]AS RRL ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF THE ARCHITECT. Q Q Q HILL ARCHITECTS GENERAL NOTES CONTRACTOR NOTE: ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES UNDERGROUND SERVICE ALERT INCLUDING BURIED UTIU11ES ARE SHOWN AS ONE-CALL NUMBER INDICATED ON RECORD MAPS AND SURVEYS - FORNTHE ACCURACYROF ASSUME NO AND LIABILITY 0 811 SEE PUBLIC FACILITY SURVEYS. CONTACT THE UTILITY OWNER/AGENCY O.O IMPROVEMENT PLANS FOR FOR THE FINAL LOCATION OF EXISTING UTILITIES IN CALL TWO BUSINESS DAYS WORK IN R.O.W. AREAS CRITICAL TO CONSTRUCTION. BEFORE YOU DIG SHEET 2 OF 12 8 ■ 7 ■ 6 ■ 5 4 ■ 3 ■ 2 ■ 1 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 H ILL ARCHITECTS 1750 BLANKENSHIP ROAD SUITE 400 U_ "- WEST LINN, OREGON 97065 TEL 503 . 305 .3033 FAX 503 . 305. 5034 UTILITY NOTES: SEWER NOTES: WATER NOTES: 1. CONTRACTOR SHALL COORDINATE WITH PORTLAND GENERAL ELECTRIC AND NORTHWEST NATURAL 1. ALL SEWER CONSTRUCTION PROCEDURES AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY 1. WATER LINES 4" AND LARGER SHALL BE DUCTILE IRON, CLASS 350 (AWWA C151 APPROVED) WITH GAS UTILITIES FOR ALL NATURAL GAS AND/OR POWER SERVICE WORK ON THE PROJECT SITE. OF PORTLAND STANDARD CONSTRUCTION SPECIFICATIONS. RESTRAINED JOINTS AND CEMENT MORTAR LINING PER AWWA C104. FITTINGS SHALL BE AWWA C110 r , - OR C153 DUCTILE IRON WITH MECHANICAL JOINTS. , 2. CONTRACTOR SHALL COORDINATE WITH COMCAST FOR ALL TELEPHONE/INTERNET SERVICE WORK ON 2. ALL SIDE SEWER LINES SHALL BE 6" AS INDICATED ON THE PLANS. ■� , THE PROJECT SITE. 2. WATERLINES SHALL BE INSTALLED WITH TOP OF PIPE ELEVATIONS 3' BELOW FINISHED GRADE wa& DCI 3. ALL SEWER MAINS AND SERVICE LINES SHALL BE LOCATED TO MEET STATE SEPARATION UNLESS OTHERWISE NOTED. PROVIDE TRENCHING AND BEDDING PER CITY OF PORTLAND STANDARD Tal G I n = E R S ■ 3. RIM ELEVATIONS OF UTIUTY STRUCTURES SHALL BE INSTALLED SO THAT RIM MAY BE ADJUSTED REQUIREMENTS. CONSTRUCTION SPECIFICATIONS. 921 SW WASHINGTON ST. • SUITE 560 f0.5 FEET TO MATCH FINISHED GRADES. PORTLAND,OREGON 97205 4. ANY SIDE SEWER THAT DOES NOT MAINTAIN A MINIMUM OF 18" COVER AT WATER MAIN 3. GATE VALVES 3" AND LARGER, SHALL BE RESIUENT SEATED, NON-RISING STEM 0-RING SEALS. PHONE:(503)242-2448"FAX:(503)242-2449 4. CONTRACTOR SHALL PLACE MARKING TAPE IN THE EXCAVATION TRENCH AT MID-DEPTH LOCATION CROSSINGS, OR WHERE THE SIDE SEWER MUST CROSS ABOVE THE WATER, SHALL BE SLEEVED WITH VALVE ENDS SHALL BE MECHANICAL JOINT OR ANSI FLANGES. VALVES SHALL CONFORM TO AWWA WEBSITE: WWW.DCI-ENGINEERS.COM FOR ALL UNDERGROUND SIDE SERVICE INSTALLATIONS FOR THE PURPOSE OF ALERTING ANY FUTURE A CONTINUOUS 20' SECTION OF C900 PVC WATER PIPE CENTERED ON THE CROSSING. C509. PROVIDE CAST IRON TWO PIECE SLIDING COVERS FOR ALL VALVES. CIVI1_ i s-rl;ZUc-rUF;Z^L. EXCAVATION IN THE SPECIFIC AREA. ®Copyright 06/2018 D'Amato Conve oy Inc.NI Rights Reserved Thu document,arq Me idew and da"moy not W reused,U eMN or 5. SANITARY SEWER PIPE SHALL BE PVC ASTM D 3034, SDR 35, OR ASTM F 789 WITH PUSH-ON 4. HYDRANTS SHALL CONFORM TO AWWA STANDARD C502-94 AND THE PORTLAND WATER BUREAU port, Cos m 1".&doion from ev sio ity to 0.o DMwto Convenano Inc.diacWims any reapon�'6ility for i!a unauthorized use. 5. SEE LANDSCAPE PLANS FOR IRRIGATION SYSTEM. JOINTS AND RUBBER GASKETS CONFORMING TO ASTM D 3212 AND ASTM F 477. PROVIDE STANDARD SPECIFICATIONS. ALL HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED. TRENCHING AND BEDDING PER CITY OF PORTLAND STANDARDS. 6. SEWER LINES MUST BE LAID 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER 5. ALL PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" TO "' UNES. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. 6. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED JOINTS. 18" UNDER THE FINAL GROUND SURFACE. THE MARKER SHALL BE PLASTIC NON-BIODEGRADABLE, w 'ROFFS SIDE SEWER CONNECTIONS SHALL BE MADE BY A TAP ON AN EXISTING MAIN OR WYE BRANCH METAL CORE OR BACKING MARKED WATER, THAT CAN BE DETECTED BY A STANDARD METAL �`�tits i Nlk'e. `SAO 7. SEWER LINES CROSSING WATER UNES SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE FROM A NEW MAIN CONNECTED ABOVE THE SPRINGLINE OF THE PIPE. DETECTOR, TAPE SHALL BE TERRA TAPE "D" A APPROVED EQUAL. 868 OF 18 INCHES BETWEEN THE OUTSIDE OF THE SEWER AND THE BOTTOM OF THE WATER WITH THE A5 SEWER LINE BELOW THE WATER LINE. IF THIS CANNOT BE ACHIEVED, THE SEWER LINE MUST BE 7. ALL SEWER MAINS SHALL BE FIELD STAKED FOR GRADES AND AUGNMENT BY A LICENSED 6. ALL WATER MAINS SHALL BE STAKED FOR GRADES AND ALIGNMENT BY AN ENGINEERING OR *"I ENCASED 10 FEET ON EACH SIDE OF CROSSING WITH A CONTINUOUS 20 FOOT LENGTH OF C900 PVC ENGINEERING OR SURVEYING FIRM QUALIFIED TO PERFORM SUCH WORK. SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. O � OREGON REGOQ�ry 8. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF PORTLAND STANDARD CONSTRUCTION q�/ 1 8. CONTRACTOR TO POTHOLE ALL UTILITIES AT PROPERTY LINE PRIOR TO CONSTRUCTION. CONTRACTOR SPECIFICATIONS. ALL WATER AND SEWER MAINS AND UNES SHALL MEET STATE SEPARA11ON 7. WHERE CONNECTIONS REQUIRE "FIELD VERIFICATION, CONNECTION POINTS SHALL EXPOSED BY TO VERIFY DEPTH, SIZE AND MATERIAL OF EACH SERVICE. IF DIFFERENT THAN THE PLANS, THE REQUIREMENTS. THE CONTRACTOR AND FITTINGS VERIFIED 4$ HOURS PRIOR TO DISTRIBUTION OF SHUT-DOWN ■ NOTICES' CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER OF RECORD. ■ 9. ALL SEWER PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE 8, AT ANY CONNECTION TO AN EXISTING LINE WHERE A NEW VALVE IS NOT INSTALLED, THE EXISTING 9. SLEEVING: PROVIDE SLEEVING AS REQUIRED UNDER SIDEWALKS, PATHS, CURBING, PAVING, ETC. AS INSTALLED 12" TO 18" UNDER THE FINAL GROUND SURFACE. THE MARKER SHALL BE PLASTIC VALVE MUST BE PRESSURE TESTED PRIOR TO CONNECTION. IF AN EXISTING VALVE FAILS TO PASS 72ND A NEEDED FOR IRRIGATION ACCESS. ALL SLEEVING SHALL BE 4" PVC WITH AT LEAST 12" OF COVER (1) NON-BIODEGRADABLE, METAL CORE OR BACKING MARKED SANITARY SEWER, THAT CAN BE THE TEST, THE CONTRACTOR SHALL MAKE THE NECESSARY PROVISIONS TO TEST THE NEW LINE FOOT BELOW FINISHED GRADE. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING SLEEVING BEFORE DETECTED BY A STANDARD METAL DETECTOR. TAPE SHALL BE TERRA TAPE "D" OR APPROVED PRIOR TO CONNECTION TO THE EXISTING SYSTEM OR INSTALL A NEW VALVE. CURBING, SIDEWALKS, PAVING, ETC. IS INSTALLED. SEE LANDSCAPE PLANS. EQUAL. APABJMENTS GI 10. UTILITY SEPARATIONS, INCLUDING WATER AND SEWER OR STORM CROSSINGS, SHALL BE IN 10. UTILITY SEPARATIONS, INCLUDING WATER AND SEWER OR STORM CROSSINGS, SHALL BE IN 9. WHEN FIRE FLOW WILL BE INTERRUPTED, THE CITY PORTLAND FIRE DEPARTMENT SHALL BE ACCORDANCE WITH CITY OF PORTLAND AND CWS STANDARD PLANS. ACCORDANCE WITH CITY OF PORTLAND STANDARD CONSTRUCTION SPECIFICATIONS. GIVEN 24 HOURS NOTICE OF TIME AND LOCATIONS AFFECTED. 10. AFTER THE WATER UNES ARE CONSTRUCTED, TESTED, AND APPROVED, THE OWNER MAY APPLY 11720 �� YY J 72ND11. PRIOR TO BACKFILL, ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY 11. PIPE BEDDING SHALL BE IN ACCORDANCE WITH CITY OF PORTLAND STANDARD CONSTRUCTION FOR A WATER METER. a THE CITY OF PORTLAND CONSTRUCTION INSPECTOR. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR SPECIFICATIONS. FROM CORRECTION OF ANY DEFICIENCIES AND/OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING 11. DEFLECTIONS AT PIPE JOINTS SHALL NOT EXCEED 75% OF MAXIMUM ALLOWED DEFLECTION, PER AVENUE AND INSPECTIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY OF PORTLAND 12. ALL SIDE SEWER CONNECTIONS SHALL BE INSTALLED PER CITY OF PORTLAND STANDARD PLANS MANUFACTURER'S RECOMMENDATIONS. FOR THE REQUIRED INSPECTIONS. AND CONSTRUCTION SPECIFICATIONS. 12. THE PORTLAND WATER BUREAU WILL MAKE CONNECTIONS AND DISCONNECTIONS TO EXISTING STORM WATER NOTES: WATER MAINS. CONTRACTOR SHALL PROVIDE ALL MATERIALS FOR CONNECTION, PAY ALL FEES, T I G A R D . OREGON 9 7 2 3 2 1. RIM ELEVATIONS OF DRAINAGE STRUCTURES SHALL BE INSTALLED SO THAT RIMS MAY BE FURNISH ALL MATERIALS, AND INSTALL WATER UNES FROM CONNECTION POINT THROUGH DOUBLE ADJUSTED f0.5 FEET TO MATCH FINISHED GRADE. CHECK VALVE ASSEMBLY. CONTRACTOR SHALL FURNISH ALL MATERIALS, EXCAVATION, AND BACKFILL. FOR:72ND AVENUE PROPERTY, LLC SEE PORTLAND WATER BUREAU STANDARD SPECIFICATIONS. ■ 2. STORM SEWER PIPE SHALL BE PVC ASTM D 3034, SDR 35, OR ASTM F 789 WITH PUSH-ON ■ JOINTS AND RUBBER GASKETS CONFORMING TO ASTM D 3212 AND ASTM F 477 UNLESS 13. LOCATION OF EXISTING WATER MAINS AND SERVICES SHOWN ARE APPROXIMATE AND ARE BASED ( � OTHERWISE SPECIFIED IN THESE PLANS. PROVIDE TRENCHING AND BEDDING PER CITY OF ON INFORMATION PROVIDED BY THE PORTLAND.WATER BUREAU. CONTRACTOR SHALL VERIFY ALL PORTLAND STANDARDS. LOCATIONS PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT THE INFILTRATION CAPACITY OF 14. NEW WATER UNES SHALL BE PRESSURE TESTED IN ACCORDANCE WITH PORTLAND WATER BUREAU STORM WATER FACILITIES STANDARD CONSTRUCTION SPECIFICATIONS. ca ca m MARK DATE REVISION/ISSUE ■ ■ PROJECT NUMBER DRAWN BY CHECKED BY 17042-0032 TAS RTL ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF THE ARCHITECT. Q HILL ARCHITECTS GENERAL NOTES CONTRACTOR NOTE: ALL EXISTING UTIUTIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES UNDERGROUND SERVICE ALERT INCLUDING BURIED UTIUTIES ARE SHOWN AS ONE-CALL NUMBER INDICATED ON RECORD MAPS AND SURVEYS FURFORNISHED BY OTHERS. WE THE ACCURACY OF THOSESUME NO RECORDSLANDU� a 811CO SEE PUBLIC FACILITY SURVEYS. CONTACT THE U1IUTY OWNER/AGENCY ,,,,� `-' • `-' IMPROVEMENT PLANS FOR TWO BUSINESS DAYS FOR THE FINAL LOCATION OF EXISTING UTILITIES IN CALL WORK IN R.O.W. BEFORE YOU DIG AREAS CRITICAL TO CONSTRUCTION. SHEET 3 OF 12 8 ■ 7 ■ 6 ■ S ■ 4 ■ 3 ■ 2 ■ 1 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 EV-34 V 1 I LL { I REFERENCE NOTES: x NO P�RMNG* A R C H I T E C T S 1� SAWCUT ASPHALT PAVEMENT TO NEAT VERTICAL EDGE. 1�I DEMOLISH AND REMOVE ASPHALT PAVEMENT. 1 75 o BLANKENSHIP POA D SUITE 400 u_ 3 DEMOLISH AND REMOVE EXISTING TREE REFERENCE LANDSCAPE PLANS. u . { � WEST LINK . OREGON 97x63 DEMOLISH AND REMOVE EXISTING GRAVEL. TEL 50� . X05 . so3 fAX 503 . 305 . 8034 l DEMOLISH AND REMOVE EXISTING CONCRETE STAIRS. x 6 EXISTING BUILDING TO BE REMOVED. BUILDING REMOVED UNDER DEMOLITION PERMIT. SEE I ARCHITECTURAL PLANS. r l!J LOT DEMOLISH AND REMOVE EXISTING BRICK. � i Enc5inEERs ■ x LOT 6 I DEMOLISH AND REMOVE EXISTING CONCRETE PAVEMENT. ■ 929 SW WASHINGTON ST. • SUITE 560 9Q DEMOLISH AND REMOVE EXISTING FENCING. PORTLAND,OREGON (5 PHONE:(503)242-2448 . FAX:AX:(503)242-2449 C) WEBSITE: WWW.DCI-ENGINEERS.COM 2"..19 T. .Bj - { 10 EXISTING OHP TO BE RELOCATED UNDERGROUND. COORDINATE WITH UTILITY PURVEYOR. C--[\/IL- i I @Copyright 06/2018 D'Amoto Conversono Inc. WI Rights Reserved m1. laa„m.al,and fhe d-.nd d..r9,,may naI e.�.a..s.is nal.ar {716.19 { 11 DEMOLISH AND REMOVE EXISTING WATER METER AND SERVICE. COORDINATE WITH TVWD. I.�..IIha,.11.p, i-i,yam D'Andla Conwsam 1. D`Mwio Canwrsmm ha-6sa�oims any respoa,;bil fw ii,umd"nred use. Ix TAX LOT 3100 TAX LOT 3000 12 EXISTING CLEANOUT TO BE DEMOLISHED AND REMOVED. •2JJ9 0 I �y SD CULVERT PROPERTY LINE 3 3 13 EXISTING STREET LIGHT TO BE REMOVED/RELOCATED, COORDINATE WITH UTILITY PURVEYOR. "� PROF 10'IE(E)=233.36 2.f,R 61 x .-_ • 115._... 6 E 217.2 W040 FENCE \/ 212.8 T�(�i c �N(•j I N�� 219.1 N 88'04'21" E 182.5 ' zBr.,1 J : tB . - /y -ter:rte'''J.l 6 zls+ �V . .6 14 EXISTING ROCK WALL TO BE DEMOLISHED AND REMOVED. WIRE FEN��I t1J.9 - \ �` /\ zI,.J °EV 133' \'Ev 3x12" REMOVE 66 X N ° ul - ❑ ❑ - ❑ - P 1 E ,J 2u2 CONCRETE BLOCK 15 EXISTING ELECTRICAL SERVICE TO BE DISCONNECTED. COORDINATE WITH UTILITY PURVEYOR. aRE�Go\r�t J2° 15 16 , 2471 WALL ry 3 EXISTING GAS METER AND SERVICE (NOT SHOWN) TO BE DEMOLISHED AND REMOVED. COORDINATE �• gRL•h, 13, 1 y EXIST. RIGHT OF WAY 71➢.J E 3X6" WITH UTILITY PURVEYOR. © 3� = 117 B 11i, x762! "' w 17 DEMOLISH AND REMOVE EXISTING CONCRETE WALKWAY. wV DI■ p�-p "x/ ��IAIIFIC S LINE BASED ONSN 34893 BY W/H 2lJB° 7u.85 '� zu J 21191 `--' _111 I 1 3 $ 4 ££1Z-.&([STING BUILDING A � D. �J EV-32 zu.97s 11p7/?yam I 1 I I 1`2 SW 72ND h 7r UE1=741.1 U 72ND AVENUE. x OT B 7l I:IBS �� -�--- IGHT OF WAY LINE PER W&H SN 308�B1 ° 4 5 _ 2J[! '2J5.2nv I R THE CITY OF TIGARD 119.1 qt V Z!T . 212.1 APARTMENTS• 2JS.1 211.29 11.26 TJ�IT `I, I 11 17.22 - w 71707 21367W 2127B5 • T". 7..J. SURVEYOR'S NOTES: r. I 2!7.29 fT 17=,Mf.7 ZI2.A9W - 2JI.01 SO 218.90 2 '�' 11,•7 241.68 ,J.7, a 1. BENCHMARK: THE ELEVATIONS ARE BASED ON THE NAVD 88 VERTICAL DATUM 11720 SW 72ND 111.11° 10 CULVERT tiL`' a` / • 211.7 Tu'2 FROM A STATIC GPS OBSERVATION AS COMPUTED BY OPUS. N10"YE(E)=233.90 � ££E[-?r1.5 ��6 ££EL=7<7.7' I 7J1.5 zJ7.7• Tµ° �u V I I r„y {S 1< ?Jl.s TAX LOT 2900 x �1 1 2 T"° 2. CONTOURS ARE AT ONE-FOOT INTERVALS AND ARE COMPUTER GENERATED. AVENUE ` J/ T - 411.46 / /�1 1///// ,' Zt�.7 TII.S9 - � 1.%17 DEH .Plielw 1"' _ 3. UNDERGROUND UTILITIES ARE SUBJECT TO ACTUAL FIELD LOCATION. 7 ?11.5 1{7 J _?JJ.7 /uti 1I,79 m J! 4 'SI'? 'O •?16.9 EXISTI J� D 13" ?s2.B 2J1.p•. DE 3x 8" X N i �e.f �,7 1 4 1E.r 4. ALL UTILITIES MAY NOT BE SHOWN. 1 1 c A D . b RE c o N 9 7 z 3 2 2 I ZIB.B ' �2J • 9 2 . 2 211.77W DE 2D- PROPERTY LINE .o 240:1 1�[1 21x, ^2� " h 4 ODE DRAIN 110 24a 7 ��o , '6 5. TREE SPREADS ARE NOT TO SCALE. Fc71 72ND AVENUE PROPERTY. LLC 2JI.BI 8- (N )2?0:?7' w 1 0 • ENIENT PER PLAT °) • ?Jo.7 719.9 7 TAX LOT 3508 EV-38 ' ?`°.` Z 6. NO TITLE REPORT WAS PROVIDED THEREFORE ALL EASEMENTS MAY NOT BE ■ ■ trod - ?39.? - �7J9.10 1.IS9.0 1lO. iJ17.B71Y 1 / , TJ9.s7 TJ9:la ¢ Z _ I 23916 .219.1E 9.11 14 3 Q 4 SHOWN. I a�4. �zfco.v9 219. U ,y V7i'r ^Ir� 5'/✓/I�IJ 10"OUT(51r �� 7 � zJs2 1�1 x21157 ; WB2 y°J' , 2t2,1if /� . 2996 2 '10 d B3 219.185 .B712.6BW VERTICAL DATUM: x LOT 9 < 7/\ ?<7.J7WEx1STl G BUILDING 219. \ y 72e,rER B, 5G _ 7 ,d �q s NAVD B8 R - RICHSW AVENUE738.6 1JdtoBEASEMENTS716. • 2"..1 2J 2 � " 2410' WIDE DRAINAGE EASEMENT PER PLAT. INFORMATION PROVIDED BY V +� .6gW ZJ?.J2J�zPLANTER TS9 217.27WO CI IR11CYl1D• 219.22 ¢ J4J YL Vf\219.56 3 , 'wSJ9.17 ?!?.219.7 a 419.58 / 14 U \ 2JJ. XJd.77 y ?JaLB2 / 's a c a a ?J9. ¢ 2!T I w d 2".18 o , a 4 TEMPORARY BENCHMARK: 3 4 747'7 112.98W v Jl p $+� 15 16 a ! 239.69W 7J1.J1W THE ELEVATIONS ARE BASED ON THE NAVD 88 VERTICAL DATUM FROM A x ` x { 2 c , 2 3 �\ DE 7 STATIC GPS OBSERVATION AS COMPUTED BY OPUS. r ,,w _ ££!L=718.9 c d s lI I .39 / d 2J1.95 2J,.J e a'4 y DE 92" - 2JD.J 11477 219.56 of ZJ9 J7 Jy1 ` 117.9 WOOD FEt7CIE° d °' 219.68 DE 6" LOT 1� ETl1/ ENGINEER'S NOTES: -t-�LAT LINE ZJ959 ~ /18.77 A Pl9.07 � ! 2iR.7 � 141.4 nHP7Sg.1� 6- D DE 2X7' { 1. SOME UTILITY INFORMATION WAS ADDED TO THE ORIGINAL SURVEY BASED ■ aM� ` s s�o�l'2r w 18ZLa6 id& o FENCE /� DE 6'. ON INFORMATION FROM THE UTILITY PURVEYORS, AND AERIAL IMAGES. SOME q- �TJ7.B0 1 13 PROPERTY LINE 3 INFORMATION WAS HAND SKETCHED FROM AERIAL IMAGES AND THEREFORE ■ ,,►��` �' UTILITIES MAY NOT BE ACCURATELY LOCATED. LOCATION OF UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR CONSTRUCTION. / r.ax Lor 3440 12' c �/, { 2. REFERENCE GEOTECH REPORT FOR TEST PIT BORING LOGS. 7J J1" / x , /'� LOT 10 * NOTE: 211.50 THIS SURVEY IS FOR INFORMATIONAL PURPOSES ONLY. NO CERTIFICATIONS SDC8 RIM-231,49 ARE EXPRESSED OR IMPLIED. THE SURVEY WAS FURNISHED BY OTHERS. 10'IN(N)-229.79 r ^ 10'W7(5)=229.69 ao VVJ /�X �k i i SURVEY PROVIDED BY: PIONEER DESIGN GROUP, INC.. i s I I 9020 SW WASHINGTON SQUARE ROAD. SUITE 170 L_ PORTLAND, OR 97223 � 4) PHONE: 503-643-$286 14SAAK DATE AEV6SION/ISSUE �J 1 i -0$I-BORING LEGEND: NUMBERr �x � PROJECT NUMBER DRAWN BY CHECKED BY 0 DEPTH GROUND SURFACE ELEV. 17042-0032 ]A5 PJL x B1 41.5' 239' B2 26.5' 240' LD 1 . N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE x ` B3 41.5 237 ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT RE DUPL3CATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF < - h /'r THE ARCHITECT- GRAPHIC/S�C.ALE @ O HILL ARCHITECTS i x E / 20 1 110 20 EXISTING SITE SUPWEY I � CONTRACTOR NOTE: c IN FEET ) & x ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO 1 inch = 20 ft 17:1 TO VERIFIED HORIZONTALLY A o ANYCONSTRUCTION, ALLE�STING FEATURES VERTICALLY DEMOLITION PLAN UNDERGROUND SERVICE ALERT INCLUDING BURIED UTILITIES ARE SHOWN AS ONE-CALL NUMBER INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY OTHERS. WE ASSUME NO LIABILITY o FOR THE ACCURACY OF THOSE RECORDS AND 811 � . � SEE PUBLIC FACILITY SURVEYS. CONTACT THE UTILITY OWNER/AGENCY IMPROVEMENT PLANS FOR FOR THE FINAL LOCATION OF EXISTING UTILITIES IN CALL Two BUSINESS DAYS WORK IN R.O.W. AREAS CRITICAL TO CONSTRUCTION. BEFORE YOU DIG SHEET4 OF 12 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 0 2 ■ I 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 IN 1 x ` SD CULVERT 4 4 24ZOO u 10" IE(E)=233.36 245.90 1 1 I L L : / TOW � TOW/TC 240.50 237.85 4 2 / I 236.80 4 238.30 4 88'C14' " E 182.57' RIM � REFERENCE „NOTES; A Rc H T� c T x x x TOW TOW TOW_ 144.95 � © / J� , 245 4DTC ��2�- FS 1 1 7 5 0 BLANKENSHIP R Q A D - dI / ' _ / _ 244,90FS 1 FS 11 PROVIDE NEW CONCRETE CURB PER CITY OF TIGARD STANDARD DRAWING N0. + ' ' � � / � - 9 II>�F � SUITE 400 o - ab f 238 50 • 2' 245.58TC I �v 125, SEE DETAIL 7 jC5.10. 235.26 235.49 � U- R E N � ,: ° FS - � ��`* ` '-' - - - _ WEST L1NN . O GON 97 © 63 _ FS 238- T �� .- � 245.08FS 12 , t PROVIDE NEW CONCRETE STAIR, SEE LANDSCAPE AND ARCHITECTURAL DETAILS. TEL 5Q3 . 305 . 8Q33 FAX 503 . 305 . 8034 , - FS FS - 238 75 '1 246.20TC _ 235.16 235.39 5.88 238. 5 238.10 � FS �/244.10FS ��J 1 FS FS FS _ / FS / FS `''I 24�506�T /.� 245.08 1�245.3D 245.7DFS`� � PROVIDE NEW ASPHALT PAVEMENT (PRIVATE), SEE DETAIL 3/C5.00. _ 1.5% 235.46 1.,2% ,� 235.86 FS- -- FS FS 235.10 FS 235.62FF ,73586 FS 1.�` - -- / 2„3X 4 PROVIDE NEW BIDDER DESIGN CONCRETE RETAINING WALL.. I I _ 23 FS FS 11 f. �24OFS' 90TC/ � FS 1.5X T 244.96TC 1 245.12 � �- T ' �---- 246.00 IN co 0"CF FS 1 1J PROVIDE NEW ACCESSIBLE PARKING STALL STRIPING AND SIGNAGE, SEE DETAILC I TO I" 245.54 TC 6/C5.00. - -- 245 04FS 5 � - ■ WV - 235- 235.26 246 80 - 1aJ CONTRACTOR SHALL RADIUS CURB DOWN TO FLUSH' WITH PAVEMENT, SEE ■ En G I n E E R S - FS I �' 1.'9 234.3DFF TOW 14 24,5.84 245.55TC 245.21 , DETAIL 5/C5.00. 921 SW WASHINGTON ST. • SUITE 560 , -- PORTLAND,OREGON 97205 235.10- -� 235.26 _ F5 } 245.05FS FS I 246.30 PHONE:(503)242-244$ • FAX:(503)242-2449 TC PROVIDE CONCRETE PASS-THROUGH. D _ 1 FS 244.10FS 1.5X /' I WEBSITE: / _E3- £-ENGINE _FL)F i Y�° �c � CIVIL / STF21JCTl..iF2AL ° - - T \ OCoP1'ii9ht 06/2018 D'Am to Conversmo Inc.NI Righls Reserved 248 80 l 24 l� PROVIDE NEW ONSITE CONCRETE SIDEWALK, SEE DETAIL 6/C5.1 fl. TOW - it n� � I-a•�o ca�w.m,e F.. 246.25TC ok.'W C--W.. .�...r .�1..0.u th.M 245.75FS Zhu PROVIDE CURB CUT-OUT PER CWS STANDARD 401, SEE DETAIL 1/C5.20. 246.30 TC _ 246.90 TC -' _ 246.40FS\ 10 PROVIDE TRENCH UNDER DRAIN, SEE DETAIL 9/C5.00. Lu - I - _ I / 245.80FS - - - - - - R1QGE - - - - - - Lu - 246.62 246.35 - _ 235.58 8 - - - - 11 TRASH REFUSE ENCLOSURE SEE ARCHITECTURAL PLANS. J' � 235 5 �- --- , i d - FS � FS � II FS FS .1X .� , 12 PROVIDE NEW CONCRETE PAVEMENT IN TRASH ENCLOSURE SEE DETAIL 8s6 5 9 I a � 246.25 rc 24� °Ln° 1 245.75FS 4/C5.00. � OREGON ! Z 246.80 I j w 13 2' WIDE, 6" DEEP SPILLWAY IN SEPARATION PLANTER WALL 235.58 235.41 TOW 1.5X I 3 ""a I "' 14 PLANTER WALL BLOCK-OUT, SEE STORM WATER PLAN a� A . j - ■ X _ 0 FS FS 244.1OFS i ■ 234.26 - o Sl V R FS , 72ND AVENUE w - 14 {E) 2 ,3.� 245.40TC 1.4X _ 245.80TC 246.00TC W = � - F 11720 SW. 72ND AVENUE 20T 244.90FS + 245.30FS\ 245.50FS + L / 4 70FS TC 245.74TC ✓ 245.45 APAP rME NTS x o 234.30FF _ 244.95FS 245.24FS - 245.80 246.80 - RIDGE TC TOW � - - -- 1172 SW 72ND 245 86Tc/ cn 1 241�` 1.7.x' 245.62T ��4✓-Of- � .?44,91 TC � 245.15TC 245.12FS 2`f 45.36FS FS144.41FS 244.65FS - AVENUE - x � 234. 0 234.26_ '_ Y � 244.10 D FS \` } 245.00 TC I '� ' TOW -�� 244.00 RIM \ 244.50 TIGARD , OREGON 97232 - 245.00 243.00FS -' ,� x TC � TQA/ _� o FOR 72ND AVENUE PROPERTY, LLC 1 ■ , we (,v, �=220.2/' j \ �� 2� 4 - ■ 235.18 CD 1 1 - I `` FS �� Ll - _� _ D,CB 2J1,1_233.20 2J5.25. 4.00 a �= 1`1=231.58 / FS 234.92 24 I 1 1 0' Cl1 ! TOW S)=231.48 -- - / FS - - - -- :_ - a ,J x � ap I 242.50FS �, -� I _ . _ - 233.26 ` F FS I 244.00 1. 233 30FF I TOW 2�� 243.00 1 I 23,.26 TOW LD / FS 1 1 a 234.83 234.95 ` -_ 242.56 � � FS FS - x - a x,11 233.26 233 26 L] 234.70FF i t 234.92 235.DD 242.60 1 k FS FS 240.50FS 242.46 TC TOW 2__ 23 234.75 234.75 241.96FS 242.93TC 243.12TC 34.6 FS 1.OX -_ 241.82 242 51 TC 42 62FS ■ ' { 0.9% - I 233 20 FS 2 FS -- 1.4X .4 2 ■ _ -- - / FS-- ---24 / 24201FS 242 3FS`� FS �- D.5%_ FS - ---- I _ - � - - - 242,50 / 2 / - �XFS 34.66 t 234.69 FS 233 24 233.26234 69 1 - - 7 -242 58TOW 242 gF 233.13 j 1�l /' FS k : 1.� FS \ -� >,�*� 24208 �- X � FS FS FS �, - , I 242.401 _ 7 9 240.50FS -� RIDGE x x - I l+t b: 239.00237.50E <= 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ x I I 1 X SD CULVERT 4" PSC 10" IE(E)=233.36 S___0.010 4" IE - 235.82 1 L L ,#AD1 1 323 LF. � 4" IE - 2.35 76 N 88°04'21" F 1\27' ARCHITECTS x x X I 1 11 -- . I- - -. E x - - - - F �f�J -1 I x 1750 B L A N K E N S H I P ROAD O E I - E E E ` RM - 244.5J �' I' _ - ,� T� T T �-- SD - 40 IE avT(s 65 I SCHEDULE OF STORM DRAIN STRUCTURES s 1 T E 4 O O E 1 I. r _ - - WEST LINN , OREGON 97068 N CB/AD# RIM ELEV. 1.E. (N) 1.E. (S) 1.E. (W) 1.E. (E) DEPTH TFL 503 305 . 8033 FAX 503 . 305 . 8034 ° 2441F5 a I #CB1 244.90± ----- 243.65 ----- ----- 3.25' s I I BF #CB2 244.70± 243.07 242.36 ' I 9 I BF #CB3 233.01± 230.68 231.89 CA6 #CB4 244.00± ----- ----- 242.00 ----- 4.00' C I I _ #AD1 237.85± ----- ----- ----- 237.15 2.03 WV - w ■ En � inEEF� s D4 I 2 IDL, 1 TALL &00( 244.1FS i I _____ _____ 921 SW WASHINGTON ST. • SUITE 560 OUT IN WALLY #AD2 245.10± 241.60 ---++ 241.10 4.00 80 70W L7.EV. = 244.1 7 _____ - PORTLAND, OREGON 97205 TLP ELEV. = 2441 { 8La1CC CRIT IN WALL #AD3 245.10± 241.6fl 241.10 4.00' PHONE:(503)242-2448 • FAX:(503)242-2449 O _ 6 { p FCR 4" PERF LINE I WEBSITE: WWW.DCI-ENGINEERS.COM TGP GIS WALL = 246.8 I I CIVIL- / s_FRucTUF;Z^L. #AD4 244.Dfl± 240.5fl ----- ----- 24fl.fl0 4.Dfl - - r- - gpyrght 06/2618 p Rmglq Cgnversgnq Inc. Al Rights Reserved #'AD2 { 4" IE - 236.47 I #AD5 243.50± - 240.40 ----- 239.50 4.00' TM°�v�t >" -i°�e�,�A, aY a� d�� b ---- ��R«�..m w Me � t,�qA„I� c ,M. I _ - in Cr yo Ing.d l-,..y,,,,�r„d,l;t,ler,t,.-tho�� u. #AD6 238.50± ----- 234.54 ----- 235.00 4.40' LL - - a � � "' PRO,�Fs i w - a � 4 PVC V) S-0a1a 866 5 � Ln 58 LF. °Q I � OREGON 244.1FS I - - Lli - i I --- �o.o1a 13, - 66 L.F. M 041 A S C LV R T 6 I N RIM - 244.70 � �E E 2 3:. 4" IE IN(N) - 24307 REFERENCE NOTES: 72ND AVENUE I ) I 6" IE OU 7S) - 242,35 > CV I of 1�/ �� . 1� PROVIDE NEW 12" AREA DRAIN, SEE DETAIL $/C5.00 APARTMENTS Q - - -� - - w -- � #AD3 1 1 - �=-a01d - - - X i' 1Z INSTALL ADS BAYFILTER CATCH BASIN PER DETAIL 7/C5.00 N 244.1FS I_--C© / 6"1 242.27 0 PROVIDE 6" DROP CONNECTION CLEAN OUT. SEE DETAIL 1/C5.00 11720 SW 72ND L- - E + 4"IE 2J6.-10 - w RIM - 244.00 �f 4� PROVIDE 4" DROP CONNECTION CLEAN OUT. SEE DETAIL 1/C5.00 6 IE OUT W 242.01 U _ 1243.6FS s IE 236 a2 ( ) AVEN lJl ,-L X PROVIDE CLEANOUT TO GRADE PER CWS STANDARD DRAWING 504, SEE DETAIL 2/C5.20. " DRAINAGE EASEMENT / �a ♦� TIGARD . OREGON 97232 6 P6�C __ �- � �0 x �� ' 6� PROVIDE NEW FLOW THROUGH PLANTER PER CWS STANDARD DRAWING 794, SEE X0010 , DETAIL 3/C5.20. FOR: 72ND AVENUE PROPERTY, LLC ■ \ 1 6 I j 1�` PROVIDE RIE' RAP PER CWS STANDARD DRAWING 770, (0.5 D x 3'W x 4'L, TYP). AT ■ /�` #AD4 { r ALL INLET LOCATIONS. _ ix A, _ ,#AD5 1 I 6�!E 23.580 �� CP /� 8 4 IE 235.84 / PROVIDE STREET SIDE LIDA PLANTER SIMILAR TO CWS STANDARD DRAWING 795.1, SEE I a 6" IE 235,76 , / DETAIL 4/C5.20. I DCB 2 =233.20 I /f 6" PVC 1�J PROVIDE NEW STEEL CATCH BASIN PER DETAIL 10/C5.00 _+ 11- =231.58 7 I 6 PVC I r o C" CL S)=231.48 1 S " I 34.5 LF. O �0 x465 ` _ 6 J 33 LF. I I 6"IE - 237.85 4 R CO RIM - 240.50 o I I- 5 �I ` - 4" IE IN(E) - 2381x0 I �I �' 6" PICC I 4"IE OUT(*) - 23710 I s I .x0124 { 5 242.5FS w 10 I I 203 L.F. _ { 4 If - 24060 6 IE 23099 RIM - 239.50 6"DIP Co 6"IE - 234.27 " ° - � 4"IE INCE) - 237.as � 6 � .�-0 as 10" IE 23082 - - w " !�_ p 17 � = 31 , AL76 1 4 IE 0�.'T(I - 2, 211 \ 11.25 LF. - PW S=0.x465 ■ I _ -1_ WII _ WI- - - _ _________ _ _ ��- 4'm IE 240.60 13.5 LF. - ■ 6 LIP 6152 _- / r 6 IE 23519 _ ......_ . (a -�� x[j r- - -.. - i\ .. - I S--021 X01 240.5f5 - �O aa5 11 I e� K - 186 LF X I x .� IIsi �.0 I I1 6k 237,5FS I- - - - - - - - i I 16 L.F. _ -- - - - I 6" IE - 233.67 INV. - - - DRAINAGE EASEMENT ,5r} ANG \ 4 6 7 1 - - _ 'n� �r -K�IC31I� - W 4" IE_-_23_2.16 � - - - / " " I�- - - - - - - _ =� _ " - _ - -�- - 6" GROtM1231.62 �6�P1� - - O / 6 PVC y 6 /E 230.63 � � �6" IE 23063 - -6 LIP a52 e 6 PW - �� S=O.005 `' Co r X0.124 I m w p° f S=a.a05 S=0005 CO o 64.8 LF. SO _ - / 29.5 L.F.' la IE 230 46 /SD � 8"IE 23063 6a LF 2a LF. � � -SD -- SD- -`" 1 SD �s � -8 IE 23045 � SD � � 6 IE 232.60 INI! 10" IE 230.37 �. � � t � � � � - _ � - J fig- -,D - - 6"IE - 231.35 + f 9G ;'�B SC -SD 1 -SIB \ - - - MARK DATE REVISIONASSUE EXIST 10 9� � �0a15a � - � ._ 6w PVC 6"PVC SD GRa.SS`NG ■ I _ " 88"04'21" W 183.06' 4" 1E(N) _ 231.11 8" DIP 0152epw .�o.a465 6" IE - 23293 I ■ PROJECT NUMBER DRAWN BY CHECKED BY 23276 RIM 6 pw 13f - S=0a05 / 6"IE(E) 231.02 o4F65 21.4 LF. 6" OROMA/ 231.82 { 17042-0032 ]AS �L I 6 IE 231.99 S--0.005 RIM - 233 of S-0x105 35 L F 8 IE(W) - 230 94 6.5 LF. 6" IE IN(S) - 231.89 60 LF. ' 6" IE 01JT(N) - 230 68 - 4, : �-226.85' N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING Hf REIN CONSTITUTE THE I ORIGINAL AND UNPUBLISHED WORK Of THE ARCHITECT AND MAY NOT BE DUPLICATED,USED OR DISCEOSE❑WITHOUT THE PRIOR WRITTEN CONSENT OF THE ARCHITECT. X GRAPHIC SCALE ¢ o HILL ARCHITECTS 10 0 5 10 STORM WATEK FLAN I I CONTRACTOR NOTE: c IN FEET I I ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO 1 inch = 10 ft. BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR - TO ANY CONSTRUCTION. ALL EXISTING FEATURES UNDERGROUND SERVICE ALERT INCLUDING BURIED UTILITIES ARE SHOWN AS 10" I RIM=231.49 INDICATED ON RECORD MAPS AND SURVEYS ONE-GALL NUMBER 10" IN(N)=229.79 FURNISHED BY OTHERS. WE ASSUME NO LIABILITY = SEE PUBLIC FACILITY FOR THE ACCURACY OF THOSE RECORDS AND 811 SURVEYS. CONTACT THE UTILITY OWNER/AGENCY IMPROVEMENT PLANS FOR FOR THE FINAL LOCATION OF 'EXISTING UTILITIES 1N cap r FO BUSINESS DI Da s . 20 WORK IN R.O.W. BEFORE YOU DIG AREAS CRITICAL TO CONSTRUCTION. SHEET 6 OF 12 8 - ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 ■ 7 ■ 6 5 ■ 4 M 3 ■ 2 ■ 1 I I s SD CULVERT X 10" IE(E)=233.36 H I L L - _ 2 1 ARCHITECTS N 88'04'21" E 182.57' x 1750 BLANKENSHIP ROAD o _+ - I � . �._ 1- s SU1TE 400 u_ LDX \ a 4 ; a IIj �— 1 "� QUEST LINN , OREGON 97068 w TEL 503 . 305 . 3033 FAX 503 . 305 . 8034 SS rz u) I X Ln _ I T-d , x , C IN 921 SW WASHINGTON ST. e SUITE 560 X41 PORTLAND, OREGON 97205 PHONE:(503)242-2448 a FAX:(503)242-2449 WEBSITE: WWW.DCI-ENGINEERS.COM ,� CIVIL 1 STF2lCTURAL x ®Copyright 06/2016 D'Amato Conversion Inc.Al Rights Reserved Q Thor document.and the Wow and des'gne may not M reeved.in whole or � it 0.pmt.,withCowl ontSen penmavan from 4'Amato ily foreano Ina. o'Anal©Camvnano hie,disclaims any raspmsiafty la Is anmulhonxed aao. x I _ I REFERENCE NOTES. uj 1Pr�R�F�f�i l� _ � \ ea F y X 0 1 ! PROVIDE NEW PRIMARY ELECTRICAL SERVICE TO TRANSFORMER AND METERS, 866A5 9 1 a DO (APPROXIMATE LOCATION) COORDINATE WITH UTILITY PURVEYOR. bf I t �✓ -- - _ - w PROVIDE NEW TELECOMMUNICATION SERVICE (APPROXIMATE LOCATION). a �q OREGON P 4 2 � o � COORDINATE WITH UTILITY PURVEYOR. -s��'�C 13aS o - _ - - �I PROVIDE NEW 6" SANITARY SEWER SERVICE. LENGTH AND SLOPE PER PLAN. A ' U) (� X I �i - - I I , 4PROVIDE NEW CLEANOUT PER CWS STANDARD DETAIL 500, SEE DETAIL f — - - - - -- I - - - - iu. 2/C5.20 ( S)` Cl LV�R�.�, I � � w 1�.I° fE(E)-27,3.�a 1 V AVENUE I 1�` CONNECT TO EXISTING SANITARY MAIN. I - -_ ® PROVIDE 4 DUCTILE IRON PIPE. ANTS © r �- - - - - - - �I - - - - X - 7j PROVEDE 4" DOUBLE CHECK DETECTOR ASSEMBLY WITH TRAFFIC RATED LID N I 1 � � _ - - - PER TWVD DETAIL BF-200, SEE DETAIL 5/C5.30 Ljjfi - 2¢1 — 8Q PROVIDE 3" DOMESTIC SERVICE WATER METER WITH PEDESTRIAN RATED LID 11720 SW 7D PER TVWD DETAIL 703C, SEE DETAIL 2/C5.30. (PRIVATE AFTER METER) AVENUE X. I INSTALL PER TVWD DETAIL SEE DETAIL4/C5.30 9 LL 6" GV 3, i' - - - - - - - 1 C] I _ ;i INSTALL 3 GV PER TVWD DETAIL 3, SEE DETAIL 4/C5.30 T I G A R O , OREGON 9 7 2 3 2 z - - -- "' ' 11 INSTALL 3" DOMESTIC SERVICE BACKFLOW ASSEMBLY WITH PEDESTRIAN FOR: 72ND AVENUE PROPERTY. LLC RATED UD PER TVWD DETAIL BF-100, SEE DETAIL 3/C5.30 ■ 8" CVC (N, )=220.21' I ■ — /� PROVIDE APPLICABLE PHONE/POWER CONDUIT FROM FIRE RISER TO VAULT. PROVIDE HOT TAP ON EXISTING 12" DIP WATER LINE PER TVWD DETAIL 8, A, SEE DETAIL 6/C5.30 I -DCB 1=23320 I ,/� i' 14 PROVIDE FIRE HYDRANT PER TVWD DETAIL 101, SEE DETAIL 7/C5.30. + I _ C" K )=231.58 f 6"IE 220.04 O 0" Ol S)-231.48 FIRE 5�'NKLER ROOW - I SQ I ;� 15 PROVIDE 1" GATE VALVE. 8" IE- 219.96 6" c� 8m /E- I X0050 6 IE - 223.34 ; � I ( 16 PROVIDE 1" TYPE K COPPER SERVICE. (PRIVATE IRRIGATION) I n 'I POINT OF DOWES77C PONT GI< IRRIGAI7GIV Ln 17 OPTIONAL 1 METER, COORDINATE WITH OWNER. SS _ COVNEC770V SEE I � I `�' I Cli+4`NEC7IAN SEE � � _ _ I PLUMBING PLANS LANDSCAPE PLAr"JS i sd I 1$ PROVIDE 1" DOUBLE CHECK ASSEMBLY PER TVWD DETAIL BF-101, SEE `yqI DETAIL 1/C5.30 X - POINT OF R7RE 19 [] CAVNEC110N. SE£ I I' 11 l�q \� PROVIDE 1" SERVICE SADDLE, 2 PLUMBING/�'7RE ; _ — 3 Wig-TER — _ — —PRO]EC1lCkV �,aWS — _ — - ;; . 3 T ; � � � W I � � PROVIDE WALL MOUNTED FIRE DEPARTMENT CONNECTION. ■ S JI (PR11/ATE) f I CO ; �O i 21 PROVIDE NEW UNDERGROUND ELECTRICAL SERVICE (APPROXIMATE _ * 0 , -->� -- -- LOCATION), COORDINATE WITH UTILITY PURVEYOR. �, � , 6 DIP II 1 _ I ; 19 L F.X. Pubuc /x\1 '� 17 18 EXIST. DOMESTIC WATER METER TO BE ABANDONED. EXIST. SANITARY SERVICE — REMOVE CLEAN—OUT AND CAP LINE. .51 W -- wl- ----- it --_-- ------- -- - - - - - - -- - - - - - - - - - , ca LD / m I u 13 DIP (Puwc) 4 DIP (PRIVATE) �'— e" 4' _ sal SQ s �-sI� — — ' ; -59 MARK DATE REVISIONASSUE X T 36* WA E _ L� i _ . . — ■ 9 \ EX7ST. 2* WATER S 88'04'21" W 183.06' ■ [ROIECT NUMBER DRAWN BY CHECKED BY l I /'\ II � 17042-0032 AAs IzIL - �- 10" P� rW, 26.85 U 1 fALL AND I ORI DRAWINGS AND UNPUBLISHED WRITTEN WORK APPEAFUNG HEREIN AND MAY NOTTBETHE IDUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF (� I 1 I Q THE ARCHITECT- GRAPHIC SCALE � o HILL ARCHITECTS 10 o s 10 UTILITY PLAN I CONTRACTOR NOTE; c IN FEET I ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO 1 inch = 10 ft BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO AN CONSTRUCTION. ALL EXISTING FEATURES UNDERGROUND SERVICE ALERT O SDCB RIM-231.49 INCLUDI G BURIED UTILITIES ARE SHOWN AS UNE-CALL NUMBER INDICA D ON RECORD MAPS AND SURVEYS X � 10" IN(N)=229.79 FURNIS ED BY OTHERS. WE ASSUME NO LIABILITY SEE PUBLIC FACILITY FOR THE ACCURACY OF THOSE RECORDS AND 8 1 1 IMPROVEMENT PLANS FOR SURVEYS. CONTACT THE UTILITY OWNER/AGENCY ' �' WORK IN R.O.W. FOR THE FINAL LOCATION OF EXISTING UTILITIES IN cALLBEFORETWO BUSINESS YOUE DIGcars e AREAS CRITICAL TO CONSTRUCTION. SHEET 7 OF I , 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 8 7 ■ 6 ■ 5 ■ 4 3 ■ 2 ■ 1 I 4" CLASS 1/2" HMA PER ODOT BLUE BACK- STANDARD SPECIFICATIONS " GROUND W/ 3. OF 3/4" MINUS CRUSHED ROCK 12 WHITE � SYMBOL FINISH 8'X4" CLEANOUT ° ° a a a 12' CRUSHED SURFACING TOP - LETTERING SURFACE CAST IRON a 4 a a a COURSE (1-1/2") PER ODOT STANDARD RESE1' MITE LETTERS H I L L SPECIFICATIONS , COMPACTED SUBGRADE 95% / W/ STD, WORDING A PC H I TE C TS i r MODIFIED PROCTOR MAX. DRY PER HANDICAP ' f > DENSITY (ASTM D1557) CODE REQ,MNTS �� 1750 BLANKLNSHIP ROAD ACCESSIBLE* LEm Ll PUBLIC ASPHALT CONCRETE PAVEMENT SECTION 2 BELOW INTERNATIONALLL.L S U ] T E � o 45' BEND iii Z SYMBOL WHEN REQUIRED WEST L 1 N N . OREGON 9 7 0 6 3 WATERTIGHT—L", ATERTIGHT SCALE : NTS TEL 503 . 305 . 8033 FAX 503 . 3.05 . 3034 CAP 3.5" CLASS 1/20 HMA PER ODOT 0 . 2" 0 STL 4" MINIMUM STANDARD SPECIFICATIONS 2POST RISER TO 2" OF 3/4' MINUS CRUSHED ROCK CENTERED ON SURFACE a a a QHDCP. STALL 8 CRUSHED SURFACING TOP COURSE ,,_. a a a a (1-1/2') PER ODOT STANDARD . a v WYE PIPE SIZE SPECIFICATIONS an ■ PER PLAN i r i i i r COMPACTED SUBGRADE 95% N � DRY �d`;ti .• ■ E swWASHINGTON�� E. EuIR iso MODIFIED PROCTOR MAX. D HANDICAP SIGN , PORTLAND,OREGON 97205 DCl DENSITY (ASTM D1557) -- � � GRID LINES 4' O.G. EACH PHONE:(503)242-244$ • FAX:(5Q3)242-2449 PIPE SIZE TO MATCH WAY (GRID FOR LAYOUT WEBSTE: WWW.DCI-ENGINEERS.COM INCOMING PIPE PRIVATE ASPHALT/CONCRETE PAVEMENT SECTION 3 I ONLY, NOT TO BE PAINTED) C--[..IL- , STF2LJCT1JF2AL ©Copyright 06/2018 D'Amato Converswo Inc.NI Rights Reserved SCALE . NTS Thi.do t..and the Wd and tl mgn.moy Iwt 6e r ..d.in hd.w I,p.rq,.;lMut w,itten,.rmgeian}rpm P'rwlml.Corneramlo InG. o'wooto C--In<.d-e—any r.ywnilaG4y iw A.unuu F do ed u.e SEWER PIPE LENGTH AW �' TO FIT 6' CONCRETE SLAB - CONCRETE SHALL Ai e CONFORM TO ODOT STANDARD 4" WIDE WHITE PAINTED w ��d PRI?FfS 'a 4 I STRIPE 2 GOATS NG A 1 N SPECIFICATIONS HANDICAP at e SYMBOL 866 5, 2" OF 3/4' MINUS CRUSHED ROCK 45' BENDWHITE PAINT STRIPE (TYP) 6 CRUSHED SURFACING (1-1/2-) :� of Nor OREGON a a a a a BASE COURSE PER ODOT ,'` BLUE PAINTED SOLID q _I anti SEWER WYE v, v r�� STANDARD SPECIFICATIONS �' �`� I BACKGROUND - 2 COATS 4 JN PIPEi`\i1�\i 12" COMPACTED ■ SUBGRADE ; �-( ------= CONCRETE PAVEMENT SECTION 4 N 4' 0 HANDICAP STALL 72ND AVEN U E SCALE : NTS CAP OR PIPE CONNECTION, APARTMENTS PER PLAN CONCRETE CURB 10, - - ��5' MIN (TYP) INSTALL RADIUS 8' MIN (VAN ^7 ON CURB END ACCESSIBLE) in 1120 SW j72ND AVENUE DROP CONNECTION CLEAN OUT END OF CURB ADA STALL SIGNAGE AND STRIPING DETAIL s T I G A R D OREGON 9 7 2 3 2 SCALE : NTS 0 SCALE ; NTS SCALE : NTS FOR: 72ND AVENUE PROPERTY, LLC LIGHT DUTY CAST IRON GRATE RIM ELEVATION SEE PLAN AST IN PLACE CONCRETE COLLAR z w 1 4w STS PIPE INVERT x1.25• TO MEET H2O IF a w ■ z SEE PLAN APPLICABLE z ¢ STANDARD GRATED INLET 32° zs• I I OR WATER TIGHT STEEL TRAFFIC RATED SOLID 4 --31�- C-4 L)PER PLAN L) �'� a. _ i .T a a.z5" RIM cq OIL TRAP WITH J PLAN PER ` d f , ;`�ZI�� i rte' w W 3 CLEANOUT PLUG F- 0 �_ rCAULK F17TING oo a 12' TO CAULKING HUBTERTIGWT o o 35' 32' 5 11I�r 1 ' I I I CJ PIPE INVERT aQ NOTES: Z PER PLAN �I.a 3° - � A. CATCH BASIN TO BE CONSTRUCTED OF 10 GAUGE MINIMUM STEELz WITH ALL JOINTS WELDED. CATCH BASIN CAN BE ROUND OR 04 .1. .. I I BAYFILTER CBF W 1� ■ .— = • a SQUARE. NYLOPLAST BASINS WITH ENVIROHOOD STRUCTURE MAY BE _ SUBSTITUTED. N 028" B.) CAULK PIPE TO CAULKING HUB. OIL TRAP WITH SOLID COVER' GRATE INLET = �p C.) SET CATCH BASIN ON 6" THICK COMPACTED CRUSHED ROCK BASE. CLEANOUT PLAN VIEW D.) BACKFILL AROUND CATCH BASIN WITH COMPACTED CRUSHED ROCK. 24" 0 > o� - 12" AREA DRAIN s NOTES A.) CATCH BASIN TO BE CONSTRUCTED OF 10 GAUGE (MINIMUM) STEEL BAYFILTER R �G�' 9; SCALE NTS WITH ALL JOINTS WELDED. NYLOPLAST BASINS WITH ENVIROHOOD �p CBF-1 W w,., .r a ap W� TRAP STRUCTURE MAY BE SUBSTITUTED. PROJECT >0 m - OUTLET PIPE I LOCATION Q" $ L a 12" HEAVY-DUTY ZURN ZFV812 OR B.} STEEL OIL TRAP CLEANOUT TO BE PLUGGED OR HINGED ACCESS. BAYFILTER I WATER QUALITY FLOW 0.025 cfs v,Z a j EQUAL — TRENCH NO. 2002N AIR RELEASE VALVE GE DESIGN AREA �= g 2.1 C.) CALK PIPE TO CALKING HUB. I 30x3 24x3 GRATE INLET U CARTRIDGE DESIGN FLOW RATE 11.23 GPM �� °+ 0 o SOLA)COVERT GRATE INLET W x G POLYMER I ---....©. .... - ". o go 4 � 14' } #BAYFILTER CARTRIDGES 1 F a SEAL OUTLET CHAMBER I TREATED SEDIMENT CAPACITY 176 LBS n- ' Q - _ ` 4" THICK D. SET CATCH BASIN ON 6" THICK COMPACTED CRUSHED ROCK BASE. �� CONCRETE MARK DATE [lEVI510N/[SSUE INLET � x-04" ©g DRAINAGE THE BAYFILTER STOR FILTRATION DEVICE SYSTEM IS I [ r a r 28" o W n a° . ° //�f !f////1/ e d� ' E.) BACKFILL AROUND CATCH BASIN WITH COMPACTED CRUSHED ROCK. MATERIAL A STORMWATEf�FILTRATION DEVICE DESIGNED TO 28" 28" f� .R a �,�• �f (MIN.) ■ FLOW REMOVE FINE SEDIMENTS,HEAVY METALS,AND I L_ / 5" o N a ° + .4 C, + ,, ■ f ROIECT NUMBER DRAWN BY CHECKED BY MEDIA PHOSPORUS.THE BAYFILTER SYSTEM RELIES ON A 45" 4 UTLETt lv._7 V 17042'0032 ]AS RJL SPIRAL CONTROL SPIRAL WOUND MEDIA FILTER CARTRIDGE WITH I I Ii a a ORIFICE APPROXIMATELY 45 SQUARE FEET OF FILTRATION AREA. I , l I 3 i" q]C rm- 9z THE FILTER CARTRIDGES REMOVE POLLUTANTS FROM 111 i� OPTIONAL 03, O A o o _ OUTLET RUNOFF BY FILTRATION(INTERCEPTIONIATTACHMENTJ 3" INLET �I ,4 +t s► DRAINAGE ANDADSORPTtON. 17" DRAIN STUBS �f`DRAIN e o II I •+ I I—I I I I I 2" COMPACTED INLET DOWN g a CRUSHED MATERIAL _ PLATE DOWN m a= —I . I I hI bUTLET w III— af' ' '• , I ISp� I SURFACING STEEL CATCH BASIN o FILTER 31• 25" 30" g W a +° p TOP COURSE LEG a y I I ( } I �I I SCALE NTS ALL DRAWINGS AND WRSTTEN MATERIAL APPEARING HEREIN CONSTITUTE THE as z5~ w w _�� 'vS_V I ¢IqF:. w� � I � T—I� � � � COMPACTED - ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE OUTLET m I {— III I DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF cauECTION —III —III III I SUBGRADE . ,. . v � THE ARCHITECT. huwlFOLn SECTION A-A SECTION B-B 11= oyo SECTION A—A d O HILL ARCHITECTS iz SHEET --- OF --- DETAILS TRENCH UNDER—DRAIN s CONTRACTOR NOTE: SCALE NTS ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED ADS — BAYFILTER 7 HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. UNDERGROUND SERVICE ALERT SCALE ; NTS ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE ONE-CALL NUMBER SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY OTHERS. WE ASSUME NO LIABILITY FOR THE 811 SEE PUBLIC FACILITY ACCURACY OF THOSE RECORDS AND SURVEYS. CONTACT THE IMPROVEMENT PLANS FOR UTILITY OWNER/AGENCY FOR THE FINAL LOCATION OF EXISTING CALL TWO BUSINESS DAYS C5 . 00 WORK IN R.O.W. UTILITIES IN AREAS CRITICAL TO CONSTRUCTION. BEFORE YOU DIG • SHEETS OF 12 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE CHAPTER 4 OF CLEAN WATER NOTES% EXISTING GRADE SERVICES EROSION PREVENTION 3' BY 3' MIN ATAND PLANNING SEDIMENT CONTROL DESIGN MANUAL QQr�� a' ANGLE FILTER FABRIC FENCE TO 1. WASHOUT FACILITIES SHALL BE BOTTOM OF �~ G QAC�r� C SS a. SQ. /h* ASSURE SOIL IS TRAPPED MAJNTAJSED TO PROVIDE CAPACITY PATH A MINIMUM 111 III ATE l WASHOUT TO + CONTAIN HOLDING TACK ALL EXPOSED FREEBOARD OF 12 INCHES. A CONCRETE A H I L L AC GREATER 2. WASHOUT FACILITIES MUST BE 1 o� C v ,+'' •A CLEANED, OR NEW AND READY FOR = A R C H I T E C T S 3 BE CONSTRUCTED THICKNESS OR W + 24 MIN. a•�. a • . ° • a ,, p USE ONCE THE WASHOUT IS 75X •',•.' ': c ►�.o Q '�; EXISTING. 12 MIN. 12 MIN. FULL. 0 0 •. 1 7 5 0 B LAN KL N S H I P ROAD • AWCU EXISTING AC 3. IF THE WASHOUT IS NEARING S U I T E 4 0 0 a ° CAPACITY, VACUUM AND DISPOSE WEST L 1 N N . OREGON G O 9 v:,• R ' .a R N 7068 `L RADIUS = 25' MIN. a-�. ° a:'. OF THE WASTE MATERIAL IN AN i bJr� APPROVED MANNER. CLEAN PIT RUN OR 3'- 6" CLEAN ROCK a ��Oa q4 1�G4�5s IPOSTS OAND ATTACH PLAN VIEW / � L_/ 4. TEMPORARY CONCRETE WASHOUT TEL 503 305 8033 FAX 503 . 305 . 8034 yyr© �55 NOT TO SCALE • 4 4 < a FACILITIES SHALL BE LOCATED A SUBGRADE REINFORCEMENT a ° MINIMUM OF 50 FT FROM SENSITIVE GEOTExnLE, AS REQUIRED A� • ' g• •° d..: ` q.. AREAS INCLUDING OPEN DRAINAGE 9' BY 9' MIN TO a FACILITIES AND WATERSOURSES. CONTAIN CONCRETE a" MIN. USE STITCHED LOOPS • A • •' . - DEPTH 3' MINIMUM A 4 5. CONCRETE WASHOUT FACILITIES EL&L - �,� OVER z"x 2" Posrs NOTES; Q SHALL BE CONSTRUCTED AND NOT TO SCALE '24' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL FROM TOE SLOPE. MAINTAINED IN SUFFICIENT - 1. BURY BOTTOM OF FILTER FABRIC 6" QUANTITY AND SIZE TO CONTAIN VERTICALLY BELOW FINISHED GRADE. a GRAVEL CONSTRUCTION N ALL LIQUID AND CONCRETE WASTE PLYWOOD ■ 2. 2"x 2" FIR, PINE OR STEEL FENCE 3 4 - 0 ■ E n G I n e e R S ENTRANCE CURB RAMP 2'-6' PosTs, EXISTING GENERATED BY WASHOUT - 48N BY 24' 4'-0" a d CRUSHED OPERATIONS. WASHOUT PAINTED WHITE 3. POSTS TO BE INSTALLED ON UPHILL BASE ROCK AREA 921 SW WASHINGTON ST. • SUITE 560 SIDE OF SLOPE. BLACK LETTERS PAVEMENT ROCK 6. INSTALL CONCRETE WASHOUT SIGN PORTLAND OREGON 97205 4. COMPACT BOTH SIDES OF FILTER Q WITHIN 30 FEET OF TEMPORARY N 6" HEIGHT PHONE:(503)242-2448 . FAX:(503)242-2449 4 FABRIC TRENCH. 4 6 ;tom CONCRETE WASHOUT FACILITY. 72 �- * $ A 5. PANELS MUST BE PLACED WEBSITE: WUINV.DCI-ENGINEERS.COM ErrT"' �+ ` tir ACCORDING TO SPACING ON DETAIL -' 3$N C I V I L / STF2U BTU F2AL_ DC y a / � tg- FILTER FABRIC r "�`t .;r 7. TEMPORARY CONCRETE WASHOUTS MATERIAL 36" N0.940 MAY BE A PREFABRICATED ` are 9 / a,- _ 0 Ca riht 06/201.8 D'Amato Conversano Inc.All Rights Reserved n• �. + '• .'E }' 4�.. •. Th d.-1 a d to id-ane d«qn.may nat h.,..W.in.na.3�1 a, WIDE ROLLS PIPE ZONE CONTAINER THAT IS PORTABLE AND CONCRETE�DETAIL SIGN o,°°oi cnn.»,.a a i� d.�wi .am pon.itanry Iw un u,wuthan:etl u.a. Y n ➢Iwu➢ n[[en pemow. from r p mto ty Iv iit, 1- PROFILE REUSABLE. NOT TO SCALE + (OR EQUIVALENT) NOT TO SCALE L`I NOTES: BEDDING EXCAVATED MATERIAL N N w 3 -15ROCK WITH A F'o-Nin F 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL. PREVENT TRACKING OR FLOWING 1' MIN AY BE USED FOR MINIMUM 6N DEPTH FILTER FABRIC MATERIAL PERIMETER' BERMOF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR 2'-6" 36" WIDE ROLLS CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. -� �- 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF- WAY. NOTE: /�� 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE 4,-0„ } �X SLOPE f \ THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. 1. TEE CUT TO BE DONE AFTER EXCAVATION AND BACKFILL OF TRENCH. OREGON 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION 1 6" 1 MIN ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED FILTERING SYSTEM. 2. SEE STD. DRAWING N0. 590 FOR BEDDING, PIPE ZONE, AND TRENCH BACKFILL. =II 2' MIN 5. DIMENSIONS IHII 1-If I � II I➢TT- SINGLE FAMILY 6'MAXIMUM SPACING L -II I I Ill' A FOR FURTHER INFORMATION L- -III I I 20' LONG BY 20' WIDE 8" DEEP OF -4" MINUS CLEAN ROCK. 1'-6' ON DESIGN CRITERIA SEE ■ COMMERCIALr FRONT VIEW SERVICES EROSIONEAN WATER PREVENTION ■ 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, GOVERNING AUTHORITY MAY REQUIRE GEOTEXIILE AND SEDIMENT CONTROL FABRIC TO PREVENT SUB-SOIL PUMPING. NOT TO SCALE --- PLANNING AND DESIGN MANUAL. 3' BY 3' MIN TO CONTAIN CONCRETE EXISTING GRADE 72ND A SECTION A-A NOT TO SCALE CONSTRUCTION ENTRANCE aeanWater services SEDIMENT FENCE aeanWater Services T_ C U T CONCRETE WASHOUT APARTMENTS DRAWING NO. 855 REVISED 12-16 DRAWING NO- 875 REVISED 12-16 ASPHALT DETAILS Suwm iffii suvi n o DRAINING NO. 600 REVISED 12-16 DRAWING NO. 900 REVISED 12-16 0 11720 S72ND CONSTRUCTION ENTRANCE SEDIMENT FENCE 2 T-CUT ASPHALT DETAILS 3 CONCRETE WASHOUT 4 AVENUE CLEAN WATER SERVICES DRAWING NO. 855 .. . SCALE . NTS CLEAN WATER SERVICES DRAWING NO. 875 SCALE : NTS CLEAN WATER SERVICES DRAWING NO. 600 SCALE NTS CLEAN WATER SERVICES DRAWING NO. 900 SCALE NTS .I TIGARD , OREGON 97232 FOR: 72ND AVENUE PROPERTY, LLC MAY BE USED SHORT TERM - ■ W/ UTILITY WORK AND W/ _ ■ PHASING OF DEVELOPMENT CURB JOINT SEE STD 1 DETAIL NO. 146 5' MIN. SEE NOTE 5 ROW FLOW_ - Is -- 3/4„ R ROAD 30• (7rP) �f11 I r 6, EDGE •' - I-1 A'- '13=1 I I-1 I ' '-' 2" OF 3/4"-0" BASEROCK � , c� COMPACTED SUBGRADE 6 5 =_ �- - DRAINAGE BLOCKOUT ° 3 I.D. SCHEDULE 40 _--t_ DWV (ABS OR PVC) 60• (TYP) AREA DRAINa a , PIPE W/COUPLING CATCH BASIN SIDEWALK ADJACENT TO CURB 0 o o qIZZI 0 ° a • 16„ c o 0 a e a © ® � 0 o 0 k w I PLANTER STR P = ' S' MIN. ROW 41 O Q FLOW I'- - 6"- O *;I O QQ 2% . ..., 4 ROAD y o DITCH BOTrou FLOW LNC g., 2" OF 3/4"-0" lum 1 0 .*. ., COMPACTED SUBGRADE BASEROCK COMPACTED SUBGRADE 1 } NOTES: - SIDEWALK AWAY FROM CURB 1. EXPANSION JOINTS: DITCH INLET PLAN VIEW NOTES' A. TO BE PROVIDED: 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS, 1) AT EACH POINT OF TANGENCY OF THE CURB. 2. PANELS TO BE 5 FEET LONG UNLESS OTHERWISE SPECIFIED. 2) AT EACH COLD JOINT. 3) AT EACH SIDE OF INLET STRUCTURES. m 6" overtop of bags. 3. EXPANSION JOINTS & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT 4) AT EACH END OF DRIVEWAYS. m NOTES: IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBRADE TO FINISH GRADE AND 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. 1. ADDITIONAL MEASURES MUST BE PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS AND AT CONSIDERED DEPENDING ON SOIL TYPES. SPACING NOT TO EXCEED 45 FEET. 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL WITH A MINUMUM THICKNESS OF 1/2"AND SHALL COVER ENTIRE CROSS 2. Bio-FILTER BAGS SHOULD BE 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, SECTION OF CONCRETE. STAKED WHERE APPLICABLE USING (2) THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. 1"x2" WOODEN STAKES OR APPROVED 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 15 FEET APART EQUAL PER BAG. WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL HAVE 3. WHEN USING 30" BIO-BAGS TO FOR FURTHER INF❑RMATI❑N A MINIMUM THICKNESS OF 4 INCHES. 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS, MARK DATE REVISION/ISSUE ❑N DESIGN CRITERIA SEE PROTECT A CATCH BASIN YOU MUST CHAPTER 4 ❑F CLEAN WATER 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER 5- DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET ■ HAVE 4 BAGS AND THEY SHALL BE SERVICES ER❑SION PREVENTI❑N ■ PROJECT NUMBER DRAWN BY CHECKED BY AND SEDIMENT CONTROL SCHEDULE 40 DWV (ABS OR PVC) PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED AND MAX. OF 3 FEET FROM PROPERTY ONES (SEE NOTE 5 STD DETAIL NO. 126 17042-0032 JAS RJL OVERLAPPED BY 6". PLANNING AND DESIGN MANUAL OVER PIPE. 6. FOR SUBDIVISIONS AN "S" FOR SANITARY AND A "D" FOR STORM DRAIN SHALL 7. CONCRETE SHALL HAVE A MEDIUM BROOM FINISH AND TROWELED ON ALL FOUR SIDES BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL INLETPROTECTION CITY OF TIGaD APMAI®fft, NO SCALE ,Cry Op*nGAILD ppprAww By, NO SCALE CleanWater� Services OREGON MICHAEL A. STONE, P.E. OR12GON MICHAEL A. STONE, P.E. TYPE 4 ENGINEERINGDTVISION CITY ENGIWER CONCRETE DWG. No. ■ ENGINEERINGDWISIONan•cElaR�cle STANDARD DWG, N0• __ ■ PuBL1C WORKS DEPAR•rMXNT PUBLIC WORKS DEFARTMENT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE DRAWING N 0. 915 15125 S.W.}EAI i.BLVD. L y 13125 S.W.HALL BLVD. �1 � ^L� -•^ 'MARP,OREGON 9n23 JANUARY 2013 SIDEWALK TIGARD,OREGON 97M JANUARY 2013 CURB ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT.AND MAY NOT HE VOICE:{593)6394171 1 Z 0 � VOICE:(503)6.154171 DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTIN CONSENT OF FAX (SCS)69.1.72`17 APPROVAL DAiE DAX: (503)6847297 APPROVAL DAIS THE ARCHITECT. Q O HILL ARCHITECTS INLET PROTECTION 4 TYPE CONCRETE SIDEWALK s STANDARD CURB DETAILS 5 CLEAN WATER SERVICES DRAWING NO. 915 SCALE NTS CITY OF TIGARD STANDARD DRAWING NO. 120 SCALE : NTS CITY OF TIGARD STANDARD DRAWING NO. 125 SCALE : NTS CONTRACTOR NOTE: UNDERGROUND SERVICE ALERT ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND ONE-CALL NUMBER VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING o q SEE PUBLIC FACILITY BURIED U11UTIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS 1 IMPROVEMENT PLANS FOR FURNISHED BY OTHERS. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE CALL TWO BUSINESS DAYS 1 10 WORK IN R.O.W. RECORDS AND SURVEYS. CONTACT THE UTILITY OWNER/AGENCY FOR THE FINAL BEFORE YOU DIG LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION. SHEET 9 OF 12 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 6• tel,/ RAIN DRAIN AND OUTFALL A e° • w w w w ,w PRdTECT10N VARIES TC=G-4' s w W BUILDING OFFSET AND 18' MIN. DIAMETER BEEHIVE STYLE SIDEWALK DRAINAGE GUTTER ,U II ° w w IMPERMEABLE LINER AS APPROVED OVERFLOW PER DETAIL NO. 405/407 NOTCH, 4" TYP. ENERGY DISSIPATER DRAIN w w w BY BUILDING JURISDICTION ) 'a 4 - . T RACK 4 ° ° w y W PERFORATED PIPE MANIFOLD •y w w w w W w w w % ; J / . . ' I■ . 6 w w w ��.JJL.. FOR LENGTH OF FACILITY Y w w w W w w w 1 w � w 4 w w w w w w w W w w w +-1/2 2-1/2" w w w w W 1 L i • Y W w W w w W w w W W L 18' STANDARD CAST IRON CONCRETE COLLAR w W w w 4" MINI'MUM'. / y-�� A \ FRAME AND COVER - w w w w SPLASH ROCK. 6" �� w w w Q;•�.' DRAWING NO. 51'0 STANDARD MANHOLE " v STRUCTURAL WALL PER w w MINIMUM 4' Of $" w w w W MIN. AROUND w w r' r GRADE RING W W w w p' BUILDING JURISDICTION Y w PERFORATED DRAIN PIPE w w % STRUCTURE. TYP. s 4�L. /' $� _-,_ _ (NON-TRAFFIC APPLICATIONS) n w w W w ' 1 w w W W w W w A R C H I T E C T S - " - • _ - w w w w W A 4' DIAMETER CUT )H4 / w w 4"•.DIAMETER CUT w ° 1 7 5 O B L A N K 1= N S H I P ROA D STREET TAPERED TC=G-2 ' 3/+ " w W W OUTS. MINIMUM 3 OUTS. MINIMUM 3 .,. _ '___ 4 4• MIN. CUT OUTS PER INLET w CUT OUTS PER INLET w 30"Y STREET SPLASH PAD18" , 1A I J1 i - � STRUCTURE TYP. W W STRUCTURE TYP. w w S U I T E 4 0 0 RELIEF FINISH GRADE ,III{ ° • o w w w w wLL {ASPHALT. CONCIRETE,OR OTHER} _ I I= I I I I-111=I .• ". •, - c „_._.. _ _ _ ° U- WEST LINN . OREGON 9 7 0 6 S lij - - - _ - WATERTIGHT PIPE PLUG c11=11 f I @ 1-11 I I I I�I I -�- oTEL 503 . 105 . 8033 FAX 503 . 30.E . 8034 6" DEPRESSED GUTTER 2' AT - 1 1-17!-I�! -! WITH STOPS OR OVERFLOW TO ��i4° aO�y MODIFIED CG 3b.., sOPENING I 1 ! IIIII ! ! !- WATERTIGHT THREADED 6' TYP. 30• MIN. CONVEYANCE CAP AS APPRQVED BY FACILITY 1MDTH TRAPPED CATSEE DETAIL 4b3-III- �aFLOMETAL INLET ASSEMBLY REQUIRED ON - -I I=III I= I LOCAL JURISDICTION. LOPLAST OR AROVED CHECK DAM, AS I� " CURB A -1 I 1=1 I I -I I!_� ti EQUAL. 18' MIN. NECESSARY. (SEE NOTE 3) 1.8' / HIGH TRAFFIC STREETS - c', I' _ - 1-III _ _ ° 2" MIN FREEBOARD " PROVIDE 3/4"-0 FORA A SEE DETAIL 407 2 MIN. CLEARANCE !-1 41 � :'�-18' - 12'- ` I--)�1=!I I 1!=�� MINIMUM OF 6' AROUND � j�rJ�J�\. ° ' '� 6' MAX POND DEPTH 30" MIN 6" 4" EXPOSED MIN. I» 4 = CLEANOUT \�\\J\\J\ y - � SIDEWALK DRAINAGE - f ° r\/J\J\//` � _ TREATMENT AREA - ISOMETRIC CURB CUT-OUT OVERLAP s• ° \,\\,\\J\ -141=1I1=11 I=1Il=1�I y NOTCH ,, . . to MIN. r\/J\Ji\Jif '• 1=11 I-1 i I= -1 I I-1 11=1 IC I �JJ� " N.T.S. s `JJii� , . 1T-11 I-1 I 1-1 I =1 I I- /J\`, MI ■ PROVIDE 1/2'GAP (MAX.)� 1 1 =III- i\\`j�\�/�\\j\\ -!I I=1 �- -1 1=1 1=�I fj\i 18* MIN GROWING MEDIUM ° }18 MAX ,� 77 VARIF�,S \ » ■ e n a i n E E R S PLAN CURB CUT-OUT BETWEEN CLEANOUT PIPE 111=1I III=11 . \//�\//\\��\ �I1=III !I I�III-III- r\\ , 1 \\ ��\ 4 MIN POND DEPTH WITH 2' COMPOST MULCH AND GROUT COLLAR. I-I I II _!I I. ° -0 �//J\tri\� =1T_I=1 11= =1 I 1=1 I ISI I• /\/\\ �I II II I III II I II I II II II I II I rf\�Jj\i,� PORTLAND921 SW , OREGON 7205 HINGTON ST. * SUITE 560 _ \ \ 18" MIN. GROWING MEDIUM N.T.S. R=3/4 -I I-! 1 -III- ° \JJ�\`/\',/J� �i /�,. 3- DEEP (3/4" - 1/4"} CLEAN S• / \!\ \J\J�� » » i\JJ\/J`J�\, . � CRUSHED DRAIN ROCK / / /` "-' ,` \% %` 3 DEEP (3/4 - 1/4 ) CLEAN CRUSHED PHONE:(503)242-2448 . FAX:(503)242-2449 GUTTER (G) 111 I !- 1 !-1 I. ,° x\��\/\\/J\` �� I j\� \\ �j°�� \ DRAIN ROCK WEBSITE: WWW.DCI-ENGINEERS,COM 4» _ 111-lI! -l11=1 /rte /\/�\/J\�� 9' DEEP (1-1/2' - 3/4') CIVIL_ / STF2UCTUF�AL a - I =1 I-111 III 11l-�- \\\\\ \ ,� \ \ \ \\\\ 15" DEEP (1-1/2' - 3/4") CLEAN CRUSHED FILTER FABRIC, EXTENDING TO 1 2� _ I-III-1 I 1= 'a4 \/�\\J/\\\/�� CLEAN CRUSHED DRAIN ROCK \�j/J\� Jr��J�tJ/ 111 DRAIN ROCK 00 Copyright 06/2018 D'Amato ConveFsana Inc, All Rights ke er ed EATMENT/PONDING AREA ° 4 i -u I 1=1 1=1 - i=1 -I I-I I TTI 1 I-1 I�I r/ J r/ t i i i /\ \J/\J /� J / / rn�do vti e.e STREET ° . � _ �`\%�`%\%`\.' %J\\r��\/ � �\ \,� \J PERFORATED DRAIN PIPE. 8" TYP. SEE NOTE 7 o+�io C-aml�bpm.bm.eerily i��ar Aa.n�h�:.a u.e + :III-I I 1=!I I-1 I 1-1 I I-1 I I- !I-III-! -III-I!I- ;\\J\\,\\,\\,\\/\\/\\J\\J � ` /\\J\\J OVERFLOW TO SECTION A-A ATTACHED LINER, SEE NOTE 6. r-- 1' 6" -� I-I I 1-I 11- / ///' r\/J\JJ\JJ\JJ\/i\�\Ji\/i\/J\� \/i\�i\rJ\Ji\Ji\JJ\Jir CONVEYANCE �`i�\i _11 a I=1 1=� �JJ\J/\rte p \rf\�\J/\�/\/r\//\//\JJ\//\//\J\� Jr\JJ\'/\/J\� WATER PROOF PVC BOOT AND " \\ \ \\\ \\\\ \\ \\ \\\\ \\ \\\\\\ \\ �\\\\\ NOTES J ° / J / / J J / / J / / / Lu 3 TAPERED RELIEF TC--G--2" 1-1!!- f\JJ\J \ \J/\J/ J // Jf�/1. / / J.�JJi�rJ� CLAMP OR APPROVED EQUAL I-- 2' 6' -�� AT CURB FACE I-1I1-1I1- i�`/,\\J� \/J\ ,16UNb�!fi� DRN �EF� �Ea�lG�l'�� 1. PROVIDE PROTECTION FROM ALL VEHICLE TRAFFIC, EQUIPMENT STAGING, AND FOOT TRAFFIC IN PROPOSED w PROFS J,fr J FACILITY AREAS PRIOR TO, DURING, AND AFTER CONSTRUCTION. _ _ JJJrJ / / J\ \� SECTION A-A SECTION A A 3/4' 3" DEEP TYPICAL TC-G-4- ji a ° ° - ! IIlI Il lli /\\ \f\\��\��\� 2. SIDEWALK TO DRAIN TO STREET ORST BE PIPEDSET ABOVE CHECK OVERFLOW SYSTEMDAM AND AS APPLICABLE.OUTLET ELEVATIONS TO ALLOW OVERFLOW 866 5 II I I 3. PLANTER SHALL BE FLAT BOTTOM IN ALL DIRECTIONS TO WITHIN 1 INCH. CHECK DAMS SHALL BE PLACED ( A - NOTES: ACCORDING TO INDIVIDUAL PROJECT PIANS PER DETAIL 406. PROVIDE 2 MIN FREEBOARD. 4. STREET SIDE CURB NOTCHES TO BE LOCATED AS IDENTIFIED ON PROJECT PLANS. OREGON NOTES: 1. PRIVATE WATER QUALITY TREATMENT � �r,� CONCRETE ENCASED L❑T# 2. 30" MIN WIDTH - FACILITY LENGTH TO BE CALCULATED BASED 5. SIDEWALK CURB NOTCH: 1" LOWER THAN SIDEWALK, SLOPED TO FACILITY. SIDEWALK DRAINAGE NOTCHES P, 13, Z� ~ 1. INFLOW STRUCTURE PER LOCAL JURISDICTION. CURB CUT OUTS NOT ALLOWED ON WASHINGTON COUNTY BOTTOM OF WYE ON INCOMING FLOWS. SHALL ALIGN WITH SIDEWALK CONTRACTION JOINTS AND LOW POINTS. ROADS - USE MODIFIED CG-30 SEE DETAIL 403, FOR INLET STRUCTURE. 3/4"-0 FOR PLASTIC PIPE 3/4"-0 BOX SIZE (SF.) 3. VEGETATION: SEE PLANT LIST IN LIDA HANDBOOK. 6. 30 MIL IMPERMEABLE LINER OR APPROVED EQUAL SHALL BE USED ONLY IF REQUIRED ON PROJECT PLANS PER A S� 2. INFLOW STRUCTURE - CURB CUTOUT SHALL HAVE MINIMUM 2" DROP AT THE FLOW LINE LEADING TO THE # OF PLANTS 4. NO TREES OR DEEP ROOTED VEGETATION OVER PIPING. ROAD AUTHORITY OR AGENCY. SPLASH PAD, SEE DETAIL. ... 5. RAIN DRAINS AND OVERFLOW TO MAINTAIN MAXIMUM LINEAR 7. PERFORATED PIPE IN UNLINED FACILITIES: BOTTOM OF PIPE SHALL BE SET AT 2 1/2" ABOVE SUBGRADE. ■ 3. ENERGY DISSIPATER DRAIN ROCK: ROCK SIZE 4-1/2" - 2-1/2" OR SIZED BY DESIGN INFLOW. PLACE NOTE: TYPE OF PLANTS SEPARATION. PERFORATED PIPE IN LINED FACILITIES: BOTTOM OF PIPE SHALL BE SET AT BASE OF DRAIN ROCK LAYER ■ ROCK 6" DEEP BEHIND SPLASH PAD. 6. OUTFALL PROTECTION SIZED PER FLOW CALCULATIONS. 8. HYDRANTS, UTILITY POLES, OR ANY UTILITY BOXES PLACED WITHIN PLANTER MUST BE APPROVED BY 4. CURB PROFILE PER LOCAL JURISDICTION. 1. CONCRETE ENCASE ENTIRE WYE SECTION AND 45° BEND IF CONCRETE PIPE. 7. BUILDING JURISDICTION APPROVAL REQUIRED WHEN DEPTH OF JURISDICTION IN WRITING. 5. ENSURE THAT DOWNSTREAM CATCH BASINS ARE IN PLACE FOR HIGH FLOW CONVEYANCE. 2, STAND PIPE TO BE SAME SIZE AS MAINLINE UP TO AND INCLUDING 8" PIPE. FACILITY IS BELOW BUILDING FOOTING, 1 ACTUAL THAT IONS AND DIMENSIONS TO IN CONSTRUCTED R IDENTIFIED ON PROJECT PLANS. 72ND �� D �MAINLINE GREATER THAN 8" SHALL HAVE A 8" STANDPIPE. STZE CIF PLANTS 10. ENSURE THAT A DOWNSTREAM CATCH BASIN IS IN PLACE FdR EMERGENCY OVERFLOW. CURB CUT OUT LIDA FLOW THROUGH PLANTER LIDA STREET SIDE LIDA LIDA APARTMENTS HANDBOOK CleanWabcr Services STANDARD CLEANOUT Sym HANDBOOK CnW�irr Savmees PLANTER WITHOUT STREET PARKING HANDBOOK C66%er Services o DRAWING NO. 401 REVISED 05-16 DRAWING NO. 500 REVISED 01-130 DRAWING N0. 794 REVISED 03-16 DRAWING NO. 795.1 REVISED 04-16 11720 72ND CURB CUT OUT STANDARD CLEANOUT 2 FLOW THROUGH PLANTER 3 STREET SIDE PLANTER 4 CLEAN WATER SERVICES DRAWING NO. 401 SCALE : NTS CLEAN WATER SERVICES DRAWING NO. 500 SCALE AVENUE NT CLEAN WATER SERVICES DRAWING NQ, 794 SCALE : NTS CLEAN WATER SERVICES DRAWING N0, 795.1 SCALE NITS TIGARD , OREGON 97232 FOR: 72ND AVENUE PROPERTY, LLC CLASS "B" CLASS "A" SURFACE RESTORATION AS SPECIFIED SEE STD MOUND EXCESS NATIVE MATERIAL DRAWING 600 OVER TRENCH TO ALLOW FOR T-CUT ASPHALT- SETTLEMENT DETAIL --------------- II !17-11- - I 1=1111,. 1= u I I=1 1=1 I Ip!16 E I 1=I' 711=1, '=1 III 11-1 I 1=1'I-1-1 11H a -I I I 12" NATIVE TOP SOIL - 1- =11 El I 1=1 I /�s N I' IF TOP SOIL EXISTED SI_ _111=III- 9sz COMPACTION �� ACTI � PRIOR TO EXCAVATION. s=1 11-I I WITHIN 36" OF -I 1 I-I P I-. SURFACE j / '-1 I 9 d 111- I v}}}"' �_All- UNDISTURBED id-- / I< I I EARTH Z UNDISTURBED �I -29©x COMPACTION �A�� // III I -� EARTH a BELOW31F SURFACE / %ATEltIAL I II II117II ■ DEPTH // � ;Illi; ,■ VARIES ' - 0 CRUSHED 3/4 / r ROCK 4 I 5 � d � 4 I Qd 3/4'-fl a v 1/2 PIPE CRUSHED ROCK t PIPE ZONE 4 a O.D. PLUS 6" � a 4 m 3/4--0 III-II II-I11=' PIPE BEDDING III _ 1� I1-1lI I- I I E!I f 1 I IEE I I 111-I I I-I!i T T 111--� I I I I I! �1 I li I II f 1-1 I I 1 I!I �I!I. III=1 111111.111 I II I I TRENCH STABILIZATION: 1/2 PIPE O.D. PLUS 4" MIN. FOR PIPE SMALLER THAN 18" IF REQUIRED, TRENCH STABILIZATION MARK DATE REVISION/ISSUE 1/2 PIPE O.D. PLUS 6" MIN. FOR PIPE 16" AND LARGER SHALL BE SPECIFIED SEPARATELY AND PLACED PRIOR TO PLACEMENT ■ OF BEDDING MATERIAL. ■ s'ROIECT NLF7v,BER DRAWN 15Y CHECKED BY 17042-0032 JAS RJL NOTE: 1. ALL COMPACTION REQUIREMENTS PER AASHTO T-99 AND ODOT/APWA SPEC 00405. 2. THE TRENCH WIDTH AT THE SURFACE OF THE GROUND SHALL BE KEPT TO A MINIMUM NECESSARY TO INSTALL THE PIPE IN A SAFE MANNER. 3. THE MINIMUM TRENCH WIDTH IN THE PIPE ZONE SHALL PROVIDE A CLEAR WORKING SPACE OF SIX INCHES OUTSIDE THE MAXIMUM OUTSIDE DIAMETER OF THE PIPE BEING INSTALLED. 4. IN ALL CASES, TRENCHES SHALL BE OF SUFFICIENT WIDTH TO ALLOW FOR SHORING, PROPER JOINING OF PIPE, AND BACKFILLING OF MATERIAL ALONG THE SIDES OF THE PIPE. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF THE ARCHITECT. TRENCH BACKFILL 0 HILL ARCHITECTS DETAILS c6mNvAw Services DETAILS DRAWING NO. 590 REVISED 12-16 TRENCH BACKFILL DETAILS s CONTRACTOR NOTE' ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED UNDERGROUND SERVICE ALERT CLEAN WATER SERVICES DRAWING NO. 590 SCALE : NTS HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE ONE-CALL NUMBER SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY OTHERS. WE ASSUME NO LIABILITY FOR THE 811 SEE PUBLIC FACILITY ACCURACY OF THOSE RECORDS AND SURVEYS. CONTACT THE C5.20 IMPROVEMENT PLANS FOR UTILITY OWNER/AGENCY FOR THE FINAL LOCATION OF EXISTING CALL Two BUSINESS DAYS WORK IN R.O.W. UTILITIES IN AREAS CRITICAL TO CONSTRUCTION. BEFORE YOU DIG SHEETIOOF 12 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 0 2 0 1 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 STRADDLE 11I • PER DETAIL 200(TIP) TU"'M VALLEY WATER TO LOCAL PLUMBING �•rt-- STREET SIDE CUSTOMER SIDE A B FINISHED GRADE I 1, DISTRICT STANDARDS CODE STANDARDS ® H I L L ftFTANER rA,ARq - 2ILLibW Dl'HCE I 2" ELL COPPER SLP �l � I -� Z,_T#. - -16t. 3•_16-� -- ..__. .-.. _ .. -_.. , „�_ 1' 2 rrP- .,22?;Il 2" ELL COPPER SLIP SPOOL FLOa PE r --------- ---------� - L _ .. 2" ADAPTER COPPER COPPER -1,®INC (TYP) SE NOTE 1 f ,I j nAN�CaPLNc ADAPTOR _.. 4" MIN. ARCH 1 T E C T S METER SIDE 1�4„ - - CUSTOMER SIDE SWEAT TO MIPT r �`� FLOyy i SEF NOE J _ `� 12" MAX. r 2" IRON BOO GATE 6 4"x3' REDUCER FLG a .T - I I 1 .",: } _ 1 7 5 0 B L A N K F N S 1-1 I P R O A D L - � VALVE WITH 2"' f 1'-D" - QPPRATINr POT ADAPTER COPPER I _ � -n SWEAT TO MIPT I I �,_. S U I T E 4 0 0 �'-°+ MIN• -- - - - NIh.Ftl MEIV I I -..,,: LL I 3" GATE VALVE FLG' I I , ILL •d . I 3"x 2" SERVICE SADDLE e'-1 -s.� I -EXTEND DUCTILE RON PIPE ,.'" w..s WEST L I N N . OREGON 9 7 0 6 5 • T _y MIN I II I S'MM,OUT OF VAULT 10 :. PLAN ! ° �"� ° 1 i ii I PROTECT FROM ErTLE ENT, w_, TEL 503 . 305 . 8033 FAX 503 . 305 . 8034 DOE TO VAULT 9tTB.EIJEHT. I Jt I :r-; I I D L3" GATE VALVE MJ 2"z CLOSE BRASS LADRECDER O a9iA r MENTS NIPPLE ' F =_ v• MLGALUG RETAINER GLAND SEE DETAIL 300 AND �'---------------------�"� � � C CARSON METER BOX L SERIES 1419 4'x 2" SERVICE SADDLE �EA10fB H (OR EQUAL) 4" MEGALUG RETAINER GLAND- DOUBLE CHECK VALVE ASSEMBLY PLAN - ' ----------------`\ - 3' SPOOL FLG x PE 16 FE LG E ` s`,�•r"'�� N TO CURE OR ,. `_UOOR LATCHL� r MN MAX L ________________ DAriLWT C A Y F 1 / v 4' SPOOL FLG x PE 5 FT LG THIS END _ TI Dcl UTILITY VAULT 676-WA-TVWO WITH SYRACUSE CHID-11AL -� II" � I •-- - -�: - 6 PLAN EX BILCO JD 3AL DOOR AND A LADDER MEETING OSHA II 1 Ll� r0- 6' I I I E E R EXTERIOR TO BE SEALED WITH CRYSTAL SEAL ! ` )L:- J ? 4 DR APPROVED EQUAL tl ■ 921 SW WASHINGTON ST. SUITE 560 ■ FINISH GRADE TO SLOPE J'MN 1" F -5 U �,P� 1419-BX AWAY' FROM VAULT LID I I CLEARANCE a VE � II I i ..T • I I OPQEED t�IEY II I'9pLA11ON 9AIl YAI.YE `) t 3' MIN 6" MAX SEE NOTE 5 II r I I PORTLAND, OREGON 97205 24" MIN } DRAIN TO CJRe ii t' i I I hr PHONE: 503 242 2448 • FAX: 503 242-2449 1" DOUBLE CHECK VALVE +4K, I .91 � ELANaE LXAJPIlPO ADAPTOR � � 7 ( ) � 1 ASSEMBLY rtnc\�cC� ,_- -i�__ a / ice/ 1 I iNUNE Q,ECK VALVE > �Z,� 1--- -� -1 � Vii. - I __� �-- � WEBSITE: WWW.DC1-ENG#NEERS.COM � �% 141,-`8-1 B THRUST BLOCK .. ------ 1" UNION EACH SIDE 4'-1" TO SEE NOTE NO. 2 I �Copyright 06/2fl16DAmoio C©nvesana Inc. All Righls Reserved Thi.doaum.nt..and the W-and nal ty I-.&+n-W.a I VALVE CAN J �, 1\`i ;`, /`. ,'�, �,, % , ,\`� «,art,.ebaat,MW pmmyram teem O'Avrwla Lome,soaa Me. HK_ ALVE. I PER DETAIL 3 o O o 9 SCREENT KEYNOTES; D'AmaSa cam""aaa Tex,a "n,+pa,,.m'dy ra<IL, txaiz.d z'-z" A. OLYMPIC FOUNDRY VB910 (OR APPROVED EQUAL) VALVE BOX AND COVER WITH 6" MIN. 1r L___II Te VW J�`�' °1 MSN 1 I "W" CAST IN TOP SURFACE. VALVE BOX SHALL BE PLUMB, CENTERED ON AXIS CONCRETE BALLAST MIN € OF OPERATING NUT, AND SHALL NOT REST ON OPERATING ASSEMBLY. SEE NOTE NO a ..� - 75e - 1 r 5 '• �DRAY/E 117 DAYLIGHT OR w � F-Ill PRovADE ,/s-HORSEPawER B. UNPAVED AREAS ONLY: PROVIDE 24" SQUARE BY 4" THICK AC OR CONCRETE Lu T' P STAINLESIS SIM RUMP PUMP. V V 6" MIN. MIN " �, u - 11 SUMPp AICD AND 320 FOR PAVEMENT PAD. FOR CONCRETE USE #4- REBAR STEEL REENFORCEMENT OVER 4" 5 � I N J 1 F U COMPACTED 1"-0'" CRUSHED ROCK. REBAR SHALL BE 2" DEEP AND 3" FROM G FF� P ,c( SUMP PUMP OR DRA,.N EDGE OF PAD. PAD SHALL BE CENTERED AROUND VALVE BOX. ti 6" LEVELING COMPACTED /. , V_�\S:. �1 \'�\ PER DETAIL 310 ELEVATION C. 6" TYPE SDR 35 PVC, D3034 PIPE SPACER, LENGTH AS NECESSARY. 866 $ ELEVATION 3/4-0 CRUSHED ROCK ELEVATION CRUSHED ROCK BASE COMPACTED 3/4-0 CRUSHED ROCK D. OPERATOR EXTENSION REQUIRED WHEN VALVE NUT IS DEEPER THAN 60" FROM STANOON PIPE STAND FOR DRAINAGE FINISHED GRADE. SEE DETAIL No. 5. OREGON NOTE. SIZE VAULT DOOR TY U * NOTES: E. WRAP VALVE WITH 3 LAYERS OF 8 MIL POLYETHYLENE PRIOR TO BACKFILLING. eP DOOR * ,Lp 1. CONTRACTOR DEAL ALL OPENINGS M VAULT NTN EXTEND PVC NOTES: 1. CONTRACTOR TO SEAL ALL OPENINGS IN 'VAULT WITH NON SHRINK GROUT. NON 9�RIPIC GROUT WRAP 6" MINIMUM BEYOND VALVE AND SECURE TO PIPE WITH 10 1,�1 INSTALLATION SHOWN IS ONLY A SUGGESTION. THE DISTANCE FROM BOTTOM OF 2. CONTRACTOR To INSTALL CONCRETE BALLAST 3 GD YD MIN AROUND BASE OF VAULT IN 3 660-WA J-5AL 2- CONTRACTOR TO II$TALL COWNEIE eAlUAST 3 CLL MIL PVC PIPE WRAP TAPE. DEVICE TO FINISH GRADE, FREEZE PROTECTION, AND CLEARANCE FOR TESTING & REPAIR (!�/ A ft AREAS WHERE FLOODING OR HIGH GROUND WATER EXISTS, YO5 MN AROUND SASE DF VAULT INERE FLL701RNPi 3. ALL MATERIALS SHALL BE AS NAMED OR EQUAL. SUBMIT ALTERNATES FOR APPROVAL. 4 577-WA J-5AL OR HIGH(POUND WATER EMS1 F. VALVES 8" AND SMALLER SHALL BE MJ GATE VALVES. VALVES 10"' AND ARE THE MAJOR CONSIDERATIONS FOR INSTALLATION. PLUGS TO BE INSTALLED 4. PAINT INTERIOR WALLS AND HD BOTTOM WHITE. 6 676-WA J-5AL a , MAX. EXCEPT WALL AM DEVICE roR mat.. VAULT LARGER SHALL BE MJ BUTTERFLY VALVES. IN TEST COCKS OF BELOW GROUND INSTALLATIONS (NO DISSIMILAR METALS). 5. ORS 'J2.044(7) PROHIBITS LOCATING ANY UTILITY INFRASTRUCTURE WITHIN 1-FT. DFA $ 6$7-WA JD-3AL U 72'MTHRUST gLEXC T r M TFWPNESS ■ ■ IF ADEDUA7E FREEZE PROTEC77CW IS PROVIDED. THE 24" MIN CLEARANCE MAY BF REDUCED. SURVEY MONUMENT. DEVELOPER SHALL PAY FOR ANY RELOCATION OF SERMCES AND/ORIANG. 2" SQUARE OPERATING NUT. - - METER BOXES FOUND TO FALL WITHIN 1-FT. OF A SURVEY MONUMENT LOCATION. 10 5106-LA JD•-3AL 5. FOR UTE ON FIRE SERVICE UNE FON UOMMC SERVICE SEE DETAIL OF 101. H. 8"X6" SX5 SDR35 SWR CONC. REDUCER CONNECT TO D3034 PIPE USING A "OR EOUAL-APPROVED MYOLSTRICT ENGNE R COMPATIBLE PVC CEMENT. 7AVENUE Tualatin Valley Water District DESIGNED:POB FP DAT1.E ! 2ND ' I DATE:8!1/2012 D:PDO, 615f2013 `, DATE:61112012 Tualatin Valley Water District DESIGNS 3 METER Tualatin Valley Water DiStrl�it DESIGNED;PDB Tualatin Valley Water District DESIGNED:SEH DATE: 6I5/2D13 1" DOUBLE CHECK DETAIL �.._� DETAIL -�� DOUBLE CHECK DETAIL - y . . AAPPROVEA:MFK r TYPICAL VALVE DETAIL �� /� APPROVED:MFK INSTALLATION �'7� I ° II II�� APpROV'ED:MFK �� APpROVED SLD SETTING APAP.,TMENTS 1850 SW 170th Ave. Beavertm OR 97006 ASSEMBLY BF 101 1850 SW 170th Ave. Beaverton,OR 97006 �/ CONTRACTOR /�t�I T p A T�1 p 7 O3 C 1850 SW 170th Ave. Beaverton,OR 97006 VALVE ASSEMBLY BF 100 1:15x)SIG 170th Ave Beavertom OR 9700£ 503 642-1511 www.tvwd.org NONE SCALE:NONE G I 1.O V I RAC I V L\ 'SCALE:NONE 2 A SCALE:NONE ( ) rB (503)642-1511 www,tvwd-nrg. (503)642-1511 www.tvwd.org (5(33)64�1.511 w�•w.tvwd.arl, 11720 SW 72ND 1 " DOUBLE CHECK ASSEMBLY (IRRIGATION) 3" DETER (FOR REFERENCE, ONLY) DOUBLE CHECK VALVE ASSEMBLY (DOMESTIC) 3 TYPICAL VALVE SETTING 4 TUALATIN VALLEY WATER DISTRICT DETAIL BF 101 SCALE NTS TUALATIN VALLEY WATER DISTRICT DETAIL 7030 SCALE : NTS TUALATIN VALLEY WATER DISTRICT DETAIL BF 100 SCALE : NTS TUALATIN VALLEY WATER DISTRICT DETAIL 3 SCALE NTS AVENUE TIGARD , OREGON 97232 FOR: 72ND AVENUE PROPERTY, LLC I I i t HYDRANT BEHIND CURBTIGHT SIDEWALK STRADDLE 9ADIP ,D TJMATM VALLEY TMATEJP ro LOCK RI!®10 / i'; �ri'��i'�/iji �i'�ii`��i\�r PER DETAIL 200(IVF) I715T1EGT SrAEw7AIos CODE STANDARDS �/l�%\��Li �✓, .�f , 1 = = 18' MIN \ \ f " IeTAAAOL aAFo Ex,vo OUCILC Mean PIPE �r\\/\\/\\ :• •• • 24 MAX NOTE J S Irl OJT OF VAULT TO / / ' '' i'. : + ;:. :4 spaOr Fic.PE --------------------- DUE TO ro VAULT sErrT. \�\\\/�\.. .: �; J .. �, BREAK FLANGE SEE NOTE E f I .A/\�/ \/\ • •.. •:' a..: .3� y ,•~ ,✓•• A".' f.FROM&Y-AKINGA 18" MIN 3" MIN V FLOW I �_r� I ` a' • {• ' '•'t� •� :•� �` s� "' : fes 6w MAX - I FLIMtf COLIPLUNO ADAPTOR �. �\ .,: ••: •, :�{ .' A,. �- MN ..;. A \ \� ' I I i III TC :C ,. F B C I O.OTHRUL FIRE M1IAL FREC ---- --- - I {I LAD ARE MEETOEG asNA I L� I' f' Hi �'� - O � D D RIDMSEE DETAL cD AND ( � T• ---- --- -�+�- ® - �` "A7X= I C 6" CLASS 52 DI PIPE PLAN 41111�ALMMATE FDC L.00ARON O -- ---- --- ■ PROFILE VIEW ; TABLE 1 ��•t^ -� ■ r MAX DAYIJWO curve OR D ' BRANCH THRUST BLOCK E °ROUND UE n---------------- I PIPE DIA SEARING AREA IM SF TARN i �*:Yr 4 1.3 HYDRANT IN PLANTER STRIP I1 ma _ 1tll AL ISMATUON BALL VAALYE : �::; g 2.9 # - 18m M I N n VALVESEE NNDTE O II r E 8 S.0 24" M A X T[( 4i INLNE CHECK VALVE 12 11.3 - BREAK FLANGE 1L li H KEYNOTES: 18" MIN 3" MIN T A. CONCRETE THRUST BLOCK POURED AGAINST UNDISTURBED EARTH. THRUST BLOCK 6" MAX m a fi SIZE SHALL BE PER TABLE 1 AND SHALL NOT BE LESS THAN ONE FOOT IN ANY ti - DIMENSION. CONCRETE SHALL BE CLASS 3500 (6.5 SACK MIN.) ;11p II 12` 1�I 1� B. WRAP TAPPING SADDLE AND VALVE WITH 3 LAYERS OF 8 MIL POLYTHEYLENE PRIOR - � T MIN I u�'�ROD°NT TO POURING THRUST BLOCK AND BACKFILLING. EXTEND POLYETHYLENE 6" MINIMUMSCREEN - r. F z , �-WIU,TO DAYUWT BEYOND SADDLE AND VALVE AND SECURE TO PIPE WITH POLYETHYLENE TAPE. n 1� C. STAINLESS STEEL TAPPING SADDLE WITH GASKET AND FLANGED CONNECTION. !E DETAIL MO AM 320 FOR D. MECHANICAL JOINT WITH GRIP - / 1 �� U NMP DETAIL& D. LINE--SIZE GATE VALVE (FLG X MJ). A. VALVE BOX ASSEMBLY PER DETAIL ELEVATION E. JOINTS ON BRANCH PIPE SHALL BE RESTRAINED PER DETAIL 21. No. 3. FOLLOWER. ALL JOINTS IN HYDRANT ASSEMBLY SHALL BE B. 6" GATE VALVE, WRAP TEE AND FULLY RESTRAINED, GENERAL NOTES; = MARK DATE REVISION/ISSUE UTILITY UTILITY 1, BEFORE INSTALLING TAPPING SADDLE CONTRACTOR SHALL THOROUGHLY CLEAN PIPE - VALVE WITH 3 LAYERS OF 8 MIL BILCO _ POLYETHYLENE PRIOR TO E. 12"X12" CONCRETE PIER BLOCK VAULT VAULT SIZE DOOR , TO REMOVE ALL DIRT, ROCKS, AND OTHER FOREIGN MATERIAL FROM PIPE WHERE BACKFILLING. ON UNDISTURBED NATIVE SOIL. ■ WITH FDC « W/0 FDC NOTES: SADDLE WILL BE INSTALLED, ■ rEaOIECT NUMBER DRAWN 6Y CHECKED BY ?J¢" 575-LA 575-LA JD-3AL 1. CONTRACTOR To SEAL ALL OPENOM IN VAULT 07H 1.7042-0032 ]AS WL 3 577-WA 577-WA J-5AL 2. SADDLE BOLTS SHALL BE TORQUED TO MANUFACTURERS SPECIFICATIONS, F. DRAIN ROCK POCKET. 4 CUBIC IK,E sNRNIc GROUT C. TEE. NEW CONSTRUCTION TEE 4 577-WA 577-WA J-5AL 2. CONI TO"S MIN o1° ALL NCRETE1rBIIME c o 3. CONTRACTOR SHALL ENSURE THAT GASKET IS PROPERLY ALIGNED AND FREE OF SHALL BE MJ X MJ X FLG. FEET MINIMUM. 6 676-WA 676-WA J-5AL �v1A E LULL n DEVICE r mK,,r FOREIGN MATERIAL PRIOR TO TIGHTENING SADDLE. CONNECTIONS TO EXISTIING MAINS 8 687-WA 687-WA JD-3AL MAX.°�T r MK r MAX FM bo-'""VAULT 4. SADDLE LOCATION AND INSTALLATION SHALL BE APPROVED BY DISTRICT INSPECTOR SHALL BE TAPPING TEE PER G. MAINTAIN MINIMUM CLEAR SPACE 10 5106-LA 5106-LA JD-3AL 4. DETECTOR METER TO READ IN CURIC`TFT PRIOR TO TAPPING. DETAIL No. 8, THRUST BLOCK IN ALL DIRECTIONS PER DETAIL No. •"DR mUAL•APPROVED BY DISTRICT ENGINEER 5. CONTRACTOR SHALL AIR TEST SADDLE TO 40 PSI PRIOR TO TAPPING, REQUIRED ONLY FOR TAPPING TEE. 102. PLACEMENT OF CONCRETE 6. CONTRACTOR SHALL FLUSH AND PRESSURE TEST VALVE FOR PRIOR TO BACKFILLING. AROUND HYDRANT'S IS PROHIBITED. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE Tualatin Valle Water District I DATE:6/1/2012 Tualatin Valle Water District DATE:6/1/2012 FIRE HYDRANT DATE:s vols ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DESIGNED:PDB DOUBLE CHECK DESIGNED:PDB Tualatin Valley Water District DESIGNED PDB 1 i DUPLICATED,USED OR DISCLOSED W4THRUT THE PRIOR.WRITTEN CONSENT OF •� DETAIL Amy DETAIL // � � DETAIL THE ARCHITECT. i!e APPROVED:MFK DETECTOR \ �� APPROVED:MFK TAPPING SADDLE FI iw � APPROVED:MFK STANDARD O HILL ARCHITECTS z 1850 SW 170th Ave. Beaverton,OR 97006 BF 200 1850 SW 170th Ave. Beaverton,OR 97006 S 1850 SW 170th Ave. Beaverton,OR 97006 101 (503)642-1511 www,tvwd-org SCALE:NONE ASSEMBLY (503)642-1511 www.tvwd.org NQt1E INSTALLATION (503)b42-1511 www.tvwd.org SCALE NONE DETAILS DOUBLE CHECK DETECTOR ASSEMBLY FIRE TAPPING SADDLE DETAILS s FIRE HYDRANT DETAILS 7 CONTRACTOR NOTE: _. ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED UNDERGROUND SERVICE ALERT TUALATIN VALLEY WATER DISTRICT DETAIL BF-200 SCALE : NTS TUALATIN WALLEY WATER DISTRICT DETAIL NO. 8 SCALE NTS TUALATIN WALLEY WATER DISTRICT DETAIL NO. 101 SCALE : NTS HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE ONE-CALL NUMBER TURSHOWN SHED BY AS CATED ON OTHERS. WE SCORD MAPS AND SURVEYS ASS ME NO LIABILITY FOR THE 811 IMPROVEMENT PLANS FOR SEE PUBLIC FA NACCURACY OF THOSE RECORDS AND SURVEYS. CONTACT THE C5. 30 FUTILITY OWNER/AGENCY FOR THE FINAL LOCATION OF EXISTING CALL TWO BUSINESS DAYS WORK IN R.O.W. UTILITIES IN AREAS CRITICAL TO CONSTRUCTION. BEFORE YOU DIG SHEET 11 OF 12 8 ■ - 7 ■ 6 ■ 5 ■ 4 ■ - 3 ■ - 2 ■ L 8 ■ 7 6 5 ■ 4 ■ 3 ■ 2 1 x I I _ x wry I SD CULVERT L r 1 h 10" IE(E)=233.36 H I L M ARCHITECTS N 88°04'21" E 182.57' - x x x x x \' 1750 BLANKENSHIP ROAD 0 IF 4 — S U I T E 400 WEST LINN , OREGON 97068 To TfL 503 . 305 . 5033 FAX 503 . 305 . 5034 CONTRACTOR IS RESPONSIBLE I �_ FOR STREET SWEEPING ❑ _ DURING CONSTRUCTION � —� �—'�—� ~ter --- C I x t':J ■ I - -- -- - _ -- ---- - - ■ EnGinEERS 921 SW WASHINGTON ST. • SUITE 560 PORTLAND, OREGON 97205 I - ! STORM INLET PROTECTION PHONE:(503)242-2448 • FAX:(503)242-2449 - o PER DETAIL 5/SHEET C5.10 ENGINEERS NOTES: WEBSITE: WWW.DCI-ENGINEE FtS.COM _ CIVIL / STRIJC'T"URAL 1. EROSION CONTROL MEASURES SHOWN ON THE PLAN ARE MINIMUM @copyright 06/2018 D'Amoto conversono mc. M Rights Reserved REQUIREMENTS. THE CONTRACTOR SHALL INSTALL ADDITIONAL m' with° e°�o•knoAa C "" °° SEDIMENT -INCE PER MEASURES, AS NEEDED, TO PREVENT SEDIMENT-LADEN RUNOFF o•�`o Co—�` � r°*y l w-blity fm it,` .e-rad I FROM LEAVING THE TE OR FROM DETAIL 2/=HEET C5.10 I = x ® PROPOSED/EXISTING STORM WATER SOYSTEMMISING THE Lu LLJ PR d '01 NEF,Q �O 86 5 - -- - - - J LEGEND �X STORM DRAIN INLET PROTEC11ON OREGON a ■ X 6' TALL SEDIMENT FENCE ■ _ - -- _ ❑ _ r-� o J I S) CL LV R A-VENUE i 1rr IE(E) 2:�3. STABILIZED CONSTRUCTION ENTRANCE z .._ STORM INLET PROTECTION __�_—_ A.PAKTMENTS PER DETAIL 5/SHEET C5.10 Q <= --- - --- - - x STTM I PROTECTION - - _ -� x . PEIDET IL =/iSHEET 05.10 -- - - - _ CONCRETE WASHOUT 11720 SW 72ND A La , - -- - AVENUE Q = - - - - - - _ 7 TEGARI) , OREGON 97232 - -�_ x FOR: 72ND PROPERTY, LLC ^220.27 x - -- - - I �}DCH =233.20 -- - - - -- -- r a c ° - - -0P# =231.58 I C) .0„ o1 - S)=231.45 STORM IP _ PROTECTION - --- PER DETrl SHEET 05.10 - -- - - - -- - SED p �T-FET{CE PER L DET k `'2 SHEET C5.10 X )( s STORM INLET PROTECTION PER DETAIL 5/SHEET C5.10 m I _CONSTRUCTION ENTRANCE — - - - - _+ CONST ON ENTRANCE o PER DE 4 1/SHEET 05.10 Ux — — u .. ^v! V Cry M'P'k LA 1 E REVISIONS/ISSUE ■ STORM IML6, PROTECTION _� S 88-04121" W' 183.06' ■ N � I'Iw I I i-:i N l m It I.-E: DRAWN BY CHECKED BY PER DET .IL 5/SHEET C5.10I A17042-0032 ]AS R]L I 1o" Puy (W =122s.8s' f SEDIMENT FENCE PER A� I i DETAIL 2/SHEET C5.10 I IV ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE 1 ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT 6E SEDIMENT FENCE PER1 I DUPUCATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF I DETAIL 2/SHEET C5.10 THE ARCHITEC GRAPHIC SCAL T. � O HILL ARCHITECTS CONTRACTOR IS RESPONSIBLE x � FOR STREET SWEEPING 10 ° 5, ,° DURING CONSTRUCTION EROSION CONTROL PLAN ' CONTRACTOR MOTE: ( IN FEET ) ALL EX STING UTILITIES SHOWN ON PLANS ARE TO 1 inch = 10 ft. BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO AN CONSTRUCTION. ALL EXISTING FEATURES UNDERGROUND SERVICE ALERT INCLUDI G BURIED UTILITIES ARE SHOWN AS - _ 0" I RIM=231.49 INDICA D ON RECORD MAPS AND SURVEYS ONE-CALL NUMBER 1 1a" N(N)=229.79 FURNIS ED BY OTHERS. WE ASSUME NO LIABILITY e 811 SEE PUBLIC FACILITY FOR THE ACCURACY OF THOSE RECORDS AND r y ° IMPROVEMENT PLANS FOR SURVEYS. CONTACT THE UTILITY OWNER/AGENCY FOR THE FINAL LOCATION OF EXISTING UTILITIES IN CALL Two BUSINESS DAYS [ 1 WORK IN R.O.W. AREAS CRITICAL TO CONSTRUCTION. BEFORE You DIG SHEET]-'C7F I? 8 ■ 7 6 ■ 5 ■ 4 ■ 3 ■ 2 0 1 I I I I - RACKED GRAVEL END OF 5' FENCE RETAINYNG WALL f h7 RETAINING WALL 1V N ELECTRICAL 2 13 RISERS @ 6"2 (v BICYCLE RACK EQUIPMENT TRANSFORMER 234. % " 236. . 24 . 1 TRASH/RECYCLE / 238.00' ^^ 238.00' _ ,.I. I,.I . DIV w w y 238.25' SLOPE 238.25' I LEVEL FO ACCs. PATFM 1 I rill BUMPER OVERHANG MOD) _ I 246' 245.00' 5.5' 1 244.50' 35, � IIII y 4.8% W � I o � CARPORT 461-011 - y _. 1176" .-G,6u } 246.30' # 6'-0" 11'-011 j 11'-011 5 '; '-0 F 245.80' L, � I - w f Lsl ul W I I Lu Y 42.5'1 1 W 234.1 ' i L www , 221-011 5' FENCE a r I � i w 1 1 II I I I � Lu y - - -, - 7'-0fi 181-6"TYP. STD. SPACE 1-011 1 18'-6'TYP. STD. SPACE', 1 I I W W W W I I 4.89 1 ch I 2 .5' CARPORT r W I I r I W 23.1 IIII I I I \ au I 242.46' W r 241.96' 33.52 20-D L W W RUCK TURNAROUND I I 5' WALL 123261 33.6' 235.21 - 11% 240.1' _ { 240' f 1 — — — — — — — — — — — 0 232' n . . PROPERTY LINE DISPOSAL TRUCK I RETAINING WALL TURNAROUND m � 3 6 1 I f L _ TRUCK TURNAROUND 72ND AVENUE APARTMENTS TIGARD , OREGON SCHEMATIC SITE PLAN • Q 10' 20' JUNE 6, 2018 ILLARCHITECTS 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 2 ■ 1 CYCLOOPS ARCH BIKE RACK CONCRETE BELOW AND 8" P A r — — � � _ — ' TIMBERFORM" MODEL N0. BEYOND BIKE RACK BASE -- I I I 1 y P.A. 1 P•A• _ 2178-84• PEDESTAL TO BE THICKENED TO AT P.A. P.A. I I I I P.A. MOUNTED; GALVANIZED w w w ! 1 L _ LEAST 6 DEEP. w H ILL — w - W w w w w w f w w w FINISH SURFACE ((CONC)) SECURE RACK INTO � CONCRETE WITH HIGH w � 2 BIKEr RACKS: GRAVEL PAVING AREAS w w I BASE WITH J" DIA. HOLES STRENGTH TWO—PART A Rc H I T E C T s � w IIIII f'` EACH PROVIDES (C/L100) w w FOR SECURING HARDWARE. EPDXY 1 7 5 0 BLANKL NSHIP ROAD (2) BIKE PARKING I I S U I Y f 4 0 0 w w w V(2) BENCHES: ; SPACES „TIMBERFORM — CONCRETE PAVING AREAS ` w w w w s - PROVIDE WITH EMBEDMENT W E s T L I N N . O RF G O N 9 7063 w w I ' (D/L100) w w W , GALV. HARDWARE SECURED TfL 503 , 305 , 8013 FAX 501 305 . 8034 w A , TYPICAL (A/L100) w w w w w t I PERMANENTLY INTO CONIC. PLAZA"; SURFACE W W I I CONCRETE STAIRS WITH w w w _ I BELOW. TO MATCH - w f MOUNTED PER I I HANDRAILS ON BOTH - w w w w w_ - ? I I BIKE RACK w w MANUFACTURER'S SIDES (B/L100) DRAWING I I w w w w w a ( I I { P.O. Bax 14676 + w w W p A. � 2 —8 2'—10.5 5.25 WOOD SEATING Portland, Oregon 97293 I I w W r P.A. (W-2771 -6) WITH I w w _ ° �. :_ l I ■ — . w w i i t I STORM WATER QUALITY I PLAN VIEW SIDE ELEVATION END ELEVATION (503) 939-3547 — w PLANTING AREA (SEE4 PERCIVAL CIVIL) `----- w I ,t I q BIKE RACK No Scale LANDSCAPE perlandscape@gmail.cam r y + w w w w w I w w I I ARCHITECTURE w W _ I i P.A. L, ''' + w w w w w I I I : �GISTERtd I w W w - w w - - I ^' W - • HANDRAIL: 2" DIA. GALV. STEEL w W I W W ��•� I r ' JOE PERCIVAL E, 9 w W w HANDRAIL CONIC. FOOTING '� 0� OREGON w W (4) BIKE RACKS ; wwwww REINFORCED CONCRETE STAIRS �'q p RRG�ti w �I, (A/L100) ; w P.A. ■ w w w I .,-� w w w w w EXPANSION JOINT: TOPPED WITH �' ■ w w / C� R TH - www FLUSH WATERPROOF SEALANT „• y 1 '�' MATCHING COLOR OF CONCRETE. e °o vvv vo4PPPPI P 72nd Avenue w I O, 5, 1 0' L.^ FT. w. wwwW O Q GRAVEL BASE: COMPACTED J'-0„ •v°Vh 9 a °l v'vPt........... .v °v v°°vvP v-.y°aPPv9 ° Apartments COMPACTED SOIL BASE -- P.A. PLANTING AREA — o — TYPICAL (E/L100) y wwwww I 011720 SW 72nd Avenue w W I SCALE w W W w I I w W µ + w W I w I w w I I w W w + w W SMJ J www Y I wwwww I C ( 36" 12" 12 Tigard , Oregon 97232 W V w w + CONCRETE PAVING (D/L100) - w w _ P A. For: 72nd Avenue Property, LLC I w w 1 I ■ _- ---' CONCRETE STAIRS WITH HAND wwwww. I ■ vvvoq P A I RAILS ON BOTH SIDES. w w w w w I --��---- I f PP° a>oP ongP I THIS WIDTH SHOULD BE 3" . P �PP ' ! (B/L100) w w w I EQ W w I 1 i I W W I I u • 9v vgaq ° - W w w w } SCORE LINE — TYPICAL (D/L100) ooP q v v w w 1I vvavv - w Q I .•I,d I v v v v v vP q q°°-I W W I i w W I I O I I _ •a P°vP vo'v4P ° w v J + t I EQ. w w I I w w I °P vvP Q- f w W W r-9 U /PUBLIC ! ` l I { l L- I4 HANDRAIL: 2" DIA. GALV. STEEL —SIDE OF - w / 1 I � 4 I 1 ��,.... ;:>: , 24" vi SITE w w W w w 111111 EQ, � oP 9< w W w .. P. Pvvav °P 9Ov9 4 w W w W W W W W w W W W w W w W W W w v q v HANDRAIL CONIC. FOOTING OFF—SITE w w w w °� (OFF— - y W W W w w w w W w W W W � w, w y, W w w W w W W w W w W w W W 12" • v w w w wI— . 'ORTION w w REINFORCED CONCRETE STAIRS w TYP. q vg9VVV° =1I f - -SEE 12 �, vaggvqq SEPARATE -1I1— GRAVEL BASE: COMPACTED '-0" ■ OVpvvv ■ DRAWINGS. PRIVATE SIDE \, °Pq°°o�gPq ° J . ov ALL WORK OF °P'Po4°° P'Poaoo°"aogq °I11— I COMPACTED SOIL BASE DEVELOPMENT _ P PER CITY PPq°°g99P 1 qo PPPPPP — N - aPvv vgPaP STANDARD (ON—SITE ... � •°°�°I�III= vvv oP q vvaq vv vvv ° DETAILS PORTION) -1II—III-III U1 - _ — _ — OB STAI RS 1 „=2,-0„ 2 7 JUNE 2018 SITE PERMIT 1 24 MAY 2018 PROGRESS Mark Date Revision/Issue ADJACENT PAVEMENT OR STREET TREE PLANTERS ■ TOP OF WALL SHALL BE EXCAVATED ■ Project Number Drawn by Checked by THE FULL WIDTH AND 16761 ]DP ADJACENT PAVEMENT OR MULCH: FULLY SETTLED FULL LENGTH OF THE . . All drawings and written material appearing herein constitute TOP OF WALL. :— OPENING, THEY SHALL the original and unpublished work oftheArchitect and may SCORE LINE: DEPTH - ' ' ' ' ' ' ' BE EXCAVATED TO not be duplicated, used or disclosed without the prior written IMPORTED ' ✓ consent of the Architect. GRAVEL PAVING: 6" DEEP. THICKNESS OF PAVING; A" AMENDED, : ALLOW FOR PLACEMENT 02017 Hill Architects "-0" CRUSHED BASALT --' ' WIDE; AND NO SHINERS PRE—BLENDED OF THE 1 TO TOP OF PAVING FROM "TIGARD °°°°° MULCH, 2" OF SETTLED FLUSH CONCRETE PAVING: LIGHT TOPSOIL: V V 40 72nd APARTMENTS Q SAND AND GRAVEL - FULLY MULCH AND 12" OF Q . 'BROOM FINISH — — — COMPACTED TO PREVENT SETTLED. - ° ° ° ° SETTLED IMPORTED LANDSCAPE FUTURE SETTLEMENT `:'; ' /. x BLENDED TOPSOIL. '.,:;. :.,..`... — «r p°°°Q orCOMPACTED ROCK BASE: ,�.\ . ®�°°° ` INTERFACE TO PROVIDE THIS GREATER ° ° a 95%; —0 CRUSHED ROCK BE ROUGHENED DEPTH OF THE TR TI N PLAN GEOTEXTILE FABRIC: "I °°V° p°°°�7 V� � _ ° ° ° ° �1-1 I Imo-COMPACTED SUB—GRADE COMPACTED IMPORTED BLENDED MIRAFI 140 I i ° ° ° UNDISTURBED SUB—GRADE TOPSOIL. 7 _° ° ° ° SUB—GRADE 0 zozz iiI5 COMPACTED SUB—GRADE Oc GRAVEL PAVING 1 "=0'-611 p CONCRETE PAVING E PLANTING AREA SECTION 1 "=01-6" L100 1 01-611 6 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 • I 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 1 (3) CONTROL VALVES: IN SEPARATE CONTROL VALVES ROUTE MAINLINE AROUND TRANSFORMER PAD IRRIGATION MATERIAL LEGEND: BOXES. BOXES TO BE EVENLY SPACED AND SQUARE AND CAREFULLY AROUND POWER WIRE COMING TO BUILDING AND SET AT EDGE OF GRAVEL AREA. TO AND FROM TRANSFORMER. - - - --- - _ DRIPPER LINE: "NETAFIM CV"; EMITTERS TO BE 0.E GPH AT BOXES TO BE SET J" ABOVE FINISH SURFACE OF DRIPPER LINE TO BE " COMPACTED GRAVEL. BOXES SHALL BE HEAVY DUTY 12 0.C. . (A & B/L201 I L L � TO ALLOW FOR FOOT AND MAINTENANCE TRAFFIC. ROUTED AROUND I SAME FOR QUICK COUPLER. IRRIGATION CONTROLLER: PEDESTAL MOUNTED. ON TREE ROOT BALL I CONCRETE PAD. ELECTRICIAN TO PROVIDE (TYPICAL) LATERAL LINE: PVC CLASS 200; 1 " UNLESS OTHERWISE ARCHITECTS I (1 )6" Sleeve ELECTRICAL POWER TO CONTROLLER IN CONDUIT. NOTED. (C/L201 ) 1 7 5 o BLANKENSHIP ROAD POWER TO BE FROM OWN, SEPARATE, DEDICATED (1 )6" Sleeve BREAKER. s u I r E 4 a o - - - - i l - - MAINLINE: PVC SCHEDULE 40; 1 UNLESS OTHERWISE WIST LINN. ORECON 47068 1 1 }6 Sleeve ' - - - - -� - - -- - :_ - - ._ - _ – �. - 1 �� – _ – - - - - - -J - - -- _ ^ — _ — � -� — � � L_ - - - - _ - - -- 1 NOTED. (C/L201 ) TEL 503 . 305 . 8033 FAX 503 . 305. 8034 1- �- � � ------ SLEEVE (F/L201 (1 )6 Sleeve:-__ I I i -- - �-�- I SET TO ONE - i�T� y _ ��.–.,.– ..- -r�� '� „� � � .> I- �� I � – – – – – – – – – I 1 1� 11 -(1 )4 Sleeve (1 )4 Sleeve s _ — _ — _ LATERAL LINE AND DRIPPER LINE VERTICAL CONNECTION , P.O. Box 14676 SIDE OF - _ I 1 � �— I I ■ ` PLANTING BIW 1 I I t III (B/L201 ) ■ Portland, Oregon 97293 AREA. Lr 1 f• ROUTE ALLUNCONNECTED LATERAL LINE AND DRIPPER LINE (503) 939-3547 � ' r � III _PIPES �1 � .� � -�(1)6 Sleeve 1 THROUGH IT. H fl I I 1 PERCI'VAL IW I 11 , 1 1I UNCONNECTED LATERAL LINES LANDSCAPE perlandscape@gmail,com TYPICAL 1 l I W W (TYPICAL) NORTH R I H I I III ARCMTEc� 1 IW I � _ _ ► 1 CONTROL VALVE ASSEMBLY D L201 (1 )6" Sleeve`_ �� 1 � � � � 1� 1 I � 111 N { /� } GIS TER�d I� � W "11 II "' LU �-� i o 5 10 20 FT. 1 1 w I I (E/L201 )7—CONTROLLER1 (1 )6" Sleeve---_. �� 1� I ----- V I i �I [OPENS FACING ON THIS SIDE] � I I i I 1 �,, .l©E P��c v� �•. - wl� + I SCALE � I I � � , � v 7 I I �� I I QUICK COUPLER (H/L201 ) d OREGON �w I ---(1)4" Sleeve 1 s�►� G,Z,� " l 1 `w I 11 GENERAL NOTES: ■ (1 )6 Sleeve_ , 14 I J I i 1 I 1 . COORDINATE INSTALLATION OF SLEEVES WITH BUILDING AND 72nd Avenue (1)6" Sleeve-, � LJ �I � � � 1 �I 11 SITE CONSTRUCTION. END TO BE EXPOSED AT PRESSURE TEST I III AND CROSSING MARKED BY SLEEVE MARKING NAILS AS Apartments-1 r 1� I11 11 I ` i 11 1 DETAILED. 2. DRIPPER LINE TO BE ROUTED NEXT TO PLANT ROOTBALLS. III + I 11 J - - _ _ – _ – I"'rl PROVIDE QUANTITY SHOWN AND ADJUST LOCATION PER 11720 SW 72nd Avenue I IW 1 k .� i 114 I - -. - - - _ --_ t` �1 �t Q ROOTBALLS. ) I IA I -I 1 4 Sleeve I 3. PROVIDE MANUAL WATERING AS NEEDED. WHEN PLANTS ARE INITIALLY INSTALLED THE ROOTS WILL NOT YET REACH OUT TO 1 1 1 THE NEEDED WATER AND THE DIFFERENCE BETWEEN ROOT Tigard , Oregon 97232 Sleeve BALLS AND SURROUNDING SOIL WILL NOT ALLOW THE DRIPPER For: 72nd Avenue Property, LLC (1 )6 Sleeve-____4_ leeve LINE TO PROVIDE NEEDED WATER. PROVIDE MANUAL WATERING, ■ r I 1 II, 1 DIRECTLY ON EACH ROOT BALL FOR AT LEAST 30 DAYS. DO ■ W "I I II i 1 NOT ALLOW ROOT BALLS TO DRY. I THIS WIDTH SHOULD 8E 3" i (1 )6" Sleeve–_. � , III , ' I�I I I t 4. MAINLINE AND LATERAL PIPING ARE SHOWN PARALLEL AND T1 � 1�k 1 . 14 11I APART. THEY SHOULD BE INSTALLED IN THE SAME TRENCH, tl i 1 �� 1 I I III III WITH REQUIRED SEPARATION AND AT THE SAME DEPTH. 1 I I I I I 5. MATERIALS ARE SHOWN OUTSIDE OF PLANTING AREAS FOR W Sleeve I CROSSINGS AND OTHERWISE FOR GRAPHIC CLARITY. WHERE ITS U (1 )6" Sleeve- , 1� I I 1 I I i FOR THE LATTER CASE, INSTALL IN ADJACENT PLANTING AREA. , I � I I 1 6. IRRIGATION PIPE PASSING IN AND OUT OF LINED WATER (1 )6" Sleeve C I I I I 1 QUALITY FACILITIES SHALL BE PASSED THROUGH WATER TIGHT 1 1 I III 'PIPE BOOTS' GLUED TO AND ALLOWING PASSAGE THROUGH I - 1` 1 1I IRRIGATION POINT OF 1 11 11 i II FACILITY WATER PROOF LINERS. SEE CIVIL AND PLANTING 11- I r 1 � CONNECTION ASSEMBLY I I 1 1 I I PLANS FOR WHICH PLANTERS ARE STORM WATER QUALITY ■ ( #f.-I-# 4 (I/L201 ) j PLANTERS. ■ I"I t 1' ' '� ''--(1 }4" Sleeve � i I �p% 1 111 7. PROVIDE DRIPPER LINE ZONES WITH AT LEAST (1 ) MANUAL 1 III DRAIN AT LOW SPOT(S) AS NEEDED TO ALLOW FOR GRAVITY 1 J 1 DRAINAGE OF EACH ENTIRE ZONE. PROVIDE AN AIR RELIEF VALVE (PER NETAFIM DETAIL) AT THE HIGH END OF EACH O =TW –W- y �}}I – – – – – – – – ZONE. (NOTE: NEITHER OF THESE ARE SHOWN ON THE PLAN. _ – � – 7 Ww� W� �- J,_ �„ �,� (1 )6 Sleeve PROVIDE AND INDICATE LOCATION ON AS–BUILT DRAWINGS. y- I —)'PUBLIC SIDE OF Sleeve/ (1 )6" Sleeve (1 )6" Sleeve (SEE SPECIFICATIONS OTHER REQUIREMENTS.) SITE (1 )6 Sleeve (OFF-SITE (1 )6" Sleeve 2 ]JUNE 201$ SITE PERMIT PORTION) PRIVATE SIDE \ 1 24 MAY 2018 PROGRESS SEE OF I SEPARATE 1 DEVELOPMENT Mark Date Revision/Issue I DRAWINGS. . (ON-SITE �e f Project Number Drawn b Checked b ■ ALL WORK � PORTION) __ ■ .� y y 16761 .IDP DP CITY f� —STANDARD - — — All drawings and written material appearing herein constitute �D E TA I L S T — — J the original and unpublished work of the Architect and may not be duplicated, used or disclosed without the prior written consent of the Architect. 02017 Hill Architects l 72nd APARTMENTS I 1 I IRRIGATION PLAN L200 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 TOP OF MULCH TRENCH BACKFILL: CLEAN SAND. CONTROL VALVE STANDARD SIZE FINISH GRADE COMPACTED AS NEEDED TO ASSEMBLY AS 1 /8—1 /4" IRRIGATION VALVE BOX -' ' ' ' ' + ' ' ` ' ` : + ' + ' + + + PREVENT ANY FUTURE INDICATED IN LEGEND pEAWITH 12X12 PRE--CAST . . . . . . . r + r . . + . . TOP OF SOIL + ` . . . . . . . . + ' ` TOPSOIL BACKFILL - - - • + + IN LANDSCAPE SETTLEMENT. DO NO DAMAGE GRAVEL CONC PAVERS AT EACH "�"ITI" "III"�"IT " ""I11`�""III"�"Ild"�"III"�"I DRIPPER LINE FINISH GRADE (SOIL): MULCH ABOVE AREAS PIPE. FINISH GRADE (SOIL) I, �. CORNER. TOP OF LID TO 11=111-III- = I-III=111 ex�r MATCH SLOPE OF FINISHu T T iTI 1 II= Cv -lIMIIEE11 -=I N 3 MIN. CLEARANCE BETWEEN }� ry 1 1 I L L =1 I� 3"(MIN.) 6 ROUND IRRIG. GRADE. ii=III=lII �1=III- - 11=111DRIPPER LINE: STAPLE TO HOLD -111-II1=1I =1I1-_III-III-I IN-PLACE _I \ I PIPE AND BETWEEN PIPE AND I—� ✓ � VALVE BOX � ARCH ] TECTS III=III 111- I-III-III-III w III-III—III=III-111_II11=11d-111— GALV. STEEL w _ EDGE OF TRENCH. PROVIDE FOAM b°°-°0O'Deb006 °b-°-bbe0e. 6" ROUND VALVE BOX - ..: ......... .:...: .:: }boo beb°b .r°O bb°°O°Or0°.OrO°006,°6°O °Ob °Od0 b°b°O b°G°O.O O 060°64,°9 6 �IIIIIIIIIIIIIIIIIIII111IIIfIIIIIIIIi�{11=-III�II STAPLE: 1 " WIDE d w Imo. OCK TO PROVIDE SEPARATION 6" DIA. SCHED. 40 ~+ ° l6 6�+ AND SCHED. 40 PUC 7 5 o B L A N K E N S H 1 P EZ O A D BL ' =III=III III=111=III—_ II=[II=III- _J o BARBED DRIPPER LINE TO PVC a0 ;.; BETWEEN WHEN PIPE IS _ BY 5 --6 LONG ACCESS PIPE S U I T E o a III III=III III-III-III=III-III-III-11 w w z CONNECTION I = II PVC ACCESS PIPE MAINLINE - _ - CROSSING AND WHEN PIPE 1111 I I III I I I -1 11=1 I I 1 I I-1 I I- _ - R E lam..: ® 36 O.C. M'AX. 00 Cr L�.J D Q r WEST LINN , O GON 97068 11=III-III III-II =III-III=III III-II ( ) Q M _J -1 ;:: 1 SHARES SLEEVES. SET PIPE AT MANUAL DRAIN VALVE: -III=III III 111 =III-III 111 111- AND ALL CHANGES r a- PVC RISER AND FITTINGS I ` I- MANUAL DRAIN LATERAL PIPE OUT TEL 503 305 . 8033 FAX 503 . jos . 804 -11 I-1 11=1 11=1 11=1 =11 I-11 I-1 I I=1 I I-1 I ::.. : i i SAME LEVEL - D O NOT T STACK „ I-111;111 III-III=III=III-III 111111- IN DIRECTIONS I .;. VALVE: 3/4 PVC TO DRIPPER LINES PVC BALL VALVE 1=1rt1=rt=1 11=III=1 11=1 AND CURVES. __ I i=111-III'IIIIIkI iIII IIIIi IIIII �III� �II1=1II- LATERAL LINE =III-11 -lll III I TRACING WIRE BALL VALVE WITH III "I I-III \_ 12 X 12 PRE-CAST CONC. , COMMON CONTROL, AND FITTINGS AS SHOWN PAVER AT THE BASE OF ,A DRIPPER LINE BURIAL OB DRIPPER LINE & LATERAL No Scale LATERAL- SPARE WIRE 18'(MIN ) -DRAIN VALVES TO CONNECT T EACH DRAIN VALVE. P.O. Box 14676 P BOTTOM SIDE OF PIPE TYP. AND SECURING NO Scale PIPE MAINLINE PIPE ( ) Portland, Oregon 97293 ■ C MAINLINE, LATERAL , & TRENCHES OD CONTROL VALVE ASSEMBLY No Scale - (5a3) 939-3547 No Scale METAL CAP TOP OF MULCH - PERCIVAL perlandscape@gmail.com MOUNTED— m TOP OF SOIL LANDSCAPE nl CONTROLLER: DOOR ~ ' N / ARCHITECTURE FACING TOWARD FROM BUILDING ►� - ----..-. � � 6" DIA. SCHED. 40 PVC PIPE. CUT LU CONCRETE BASE - _ �� - AT BOTTOM TO PROVIDE 'PORT' FOR L, ��G1srE��,17 DRAIN LINE PIPE. PORT TO PROVIDE m 2" CLEARANCE ABOVE AND 1 COMPAC • as GRAVEL TED ROUTE 18" EXTRA -WIRE, NEATLY BUNDLED, FINISH SURFACE BOTTOM OF PAVEMENT SECTION FINISH SURFACE a I- - CLEARANCE ON SIDES OF DRAIN LINE DIMS. ALL FOR TRACING WIRE AND o 1 1 /2" SS "MAG" NAIL + OREGON e JOE PERCIVAL IF AROUND WIRE FOR (2) SPARE w - - FUTURE VALVES INTOLi (SURVEYORS NAIL): SET INTO 00 - LOW LINE: F"' DIA. PVC PIPE; AT ,ds 3 g ( ) m w PAVEMENT DIRECTLY ABOVE li� ll,;,l�l .-� IIIIIr Ill — _� �I LOW PER LINE ONE LINE AND c ?� PED. DO NOT HOOK UP I �—�—i _ I III DRIP POINT OF MAIN ATERALS. �� ` ' FINISH GRAD ............:::: :.::=:.:•..... SLEEVE CENTER LINE. IIS _ - z ...... _I rb ■ _ ..... ..:^:�. — ...............,.... a:.�a�s ..�:.,,.,,._.,...,., ---------..... _ I-1 I I I ■ �r TO CONTROLLER. a- , T I-III II I aii il�l�l= .......................... r .a COMPACTED SAND BACKFILL— ;DISTANCE FROM EDGE OF PAVEMENT ;III ,i I ui o ! 95% MIN. DRY DENSITY 15" MI:N: : 111= MANUAL DRAIN VALVE: „ BRASS :. • _ _ TO END OF SLEEVE. — 72nd Avenue • , f-- il_ _ - a � BALL VALVE z o -- 1= ::...............................................::a.......................... -_ ., vv Ovvvv Ov AOV v �v v�vvV Vvv�VVvvv Ov 9v _ Hyl vvvvvvvvvv V 7 VVPV�4vvvvvvvvvvvvvvvv9 o I I- _ _ir TRACING WIRE ` W Ovvvvv9vvOvvvv v vv"O vvvvvvvovvvvvvovvv -�- W —_ 1- �� 11 = 11 �� ='ll-�ll ��=�� 1 -ILII ............................... o PVC NIPPLES AND ELBOW �-� li > o I Apartments� �11 (� I I I I _ _ _ _ _ -III==-I _ ___ - o L i� 1- a �-I I I=1 I I I 11=1 11 -1 I I 11=1 I I- I III 11=1 I Ed 11- =III=1 I I I I 1=1 a0 � � I SCHEDULE 4 O SLEEVE f- _J =1 I d 111=1 I I 11=111= I—HI—Id K.I I=1 _ I I- III-I 11-1 I I- _ III-III-III II-11 II II _ "'- '' 1 i (SIZE INDICATED) 00 0 °- = I FABRIC WRAPPED DRAIN SUMP. FILL -11 _ COMPACTED SUBGRADE _ _ I -' - T -III=III=11 I 1=1 IIr >> PROVIDE TEMPORARY CAP TO KEEP V AR =III=1 —II CONDUIT FOR POWER SUPPLY _ _ _„ EXCAVATE AT LEAST 3 DEEPER SLEEVE CLE —I I II I II�i WITH CLEAN PEA GRAVEL o11720 SW 72nd Avenue Id -11 -III-III--1 - 1=11i-II' WIRING �IT� "s IN AREAS OF ROCKY SOILS AND TEMPORARY STAKE TO MARKE ENDS UNTIL I l—1 i Isl I I^itl=�tl-_ _ 1-B� � �� l 11 - CONDUIT FOR COMMON 3" Min. AND FILL WITH COMPACTED SAND PIPE AND WIRE INSTALLED WITHIN. REMOVE WHEN 12 DIA. If AND CONTROL WIRING BELOW SLEEVE. INSTALLING ITEMS WITHIN. (MIN.) OE CONTROLLER No Scale ( F) SLEEVES No Scale OG MANUAL DRAIN VALVE No Scale Tigard , Oregon 97232 For: 72nd Avenue Property, LLC ■ THIS WIDTH SHOULD BE 3" QUICK COUPLER 10" ROUND VALVE BOX: SET TOP 1 /2" ABOVE TRACING WIRE-- FINISH GRADE IN LAWN AND 2" ABOVE FINISH WATER SUPPLY LINE INSTALL FINISH GRADE GRADE IN BEDS. TO BUILDING ASSEMBLY IN 7 SAME CONCRETE C.I PRESSURE REDUCING UNDERGROUND #4 REBAR: 24" LONG; SECURE TO QUICK VALVE UTILITY BLOCK COUPLER WITH WITH FLUSH IRRIGATION SUPPLY WALKABLE METAL Z 0 ° ° °0° SS SCREW TIGHTENING LINE (1 ") LID (PER CIVIL) ° " - BAND CLAMP 00 '°"0000 '°� 2X4X8 BRICK: (4) BRASS BALL VALVE as T oQa x°00"° PER BOX; (1 „) ■ ,0 ° ° 0 "000 ■ ? Q SCHED. 80 PUC NIPPLE TO IRRIGATION 1 " SCHED. 80 PVC SYSTEM SWING JOINT ASSEMBLY WATER METER (SEE MAINLINE PIPE PEA GRAVEL CIVIL) H CONTROLLER No Scale H POINT OF CONNECTION No Scale on 2 7 JUNE 2018 SITE PERMIT 1 24 MAY 2018 PROGRESS Mark Date Revision/Issue ■ ■ Project Number Drawn by Checked by 16761 JDP JDP All drawings and written material appearing herein constitute the original and unpublished work of the Architect and may not be duplicated, used or disclosed without the prior written consent of the Architect. 02017 Hill Architects Q 72nd APARTMENTS IRRIGATION DETAILS L201 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 EXISTING TREE TO BE PRESERVED AND PLANT MATERIAL LEGEND PROTECTED PER CITY REQUIREMENTS (TYP.) EXISTING TREE CANOPY (TYP.) symbol tag common name / botanical name: size; comments; and (quantity) ASPEN / POPULUS TREMULOIDES: 2" CALIPER; (8) • M ILL CHINESE WITCH HAZEL / HAMAMELIS MOLLIS: YELLOW 6' TALL CEDAR FLOWERING ONLY; 5' TALL; (2) ARCHITECT 5 WOOD FENCE 175o BLANKENSHIP R. DAD a f SUITE 40 `+- WEST LINN . OEtEGON 97068 y + + + OREGON WHITE OAK / QUERCUS GARRYANA: 3 CALIPER; " TIL 501 . 105 . 303� fAX 503 . 305 . 8014 • + + +l + 7A I + (5}I ■ ■ ■ ■ + + + + + I � � � ■ ■ \ V o o o ° °.o° o � ° ° ■ ■ ■ ■ ■ ■ ■ / 00 000bfl°-°�° q0°0 'Q �., w °°°° / ■ ■ ■ ■ ■ ■ P.O. Box 14676 DOoo _ 1 .0 Portland, Oregon 97293 O t•I ■ oho \ � 11 )SSEDGE (60)SSEDGE BCAMAS -�-° TUPELO�'I STRA GHT SINGLE TRUNKTICA. ■ t _ \I \ 4 \ 1 SORUSH ( ) ° ,., � ' 040 J „ /� (503) 939-3547 2 CALIPER; (2) � \—(14)SSEDGE (12)BCAMAS _ ° (14)SORUSH - _ PERCIVAi, periandsca a@gmail•com 12 BCAMAS ` ` ° LANDSCAPE •'� { ) (48)SORUSH ' - ARMTECTi7RE :•:� (48)SSEDGE (r 1": ;'. (20)BCAMAS VINE MAPLE / ACER CIRCINATUM: MULTI—TRUNKED; THREE 2" CALIPER ST UJI •• (44)SSEDGE ,�';�;;� o I � TRUNKS (MIN.); 8' HT X 6' SPREAD; (14) 1w � �� E��,� (44)SORUSH ,'' '9 • 7 (15)BCAMAS 0o I z �— -� ! JOE PERCIVAL U OREGON ff, ° o (34)SSEDGE C © ° O � °°° (21 )SORUSH 10;,G ti *.r (10)BCAMAS =-- • ZELKOVA / ZELKOVA S. 'GREEN VASE': 3" CALIPER; ° 4 sO + 72nd Avenue 000 °o I ° O °° °° (27)cRPBRM Apartments 0 00 a°a© f� 81 SORUSH +' " s4 (24)CRPBRM `� e BMON BLACK MONDO GRASS / OPHIOPOGON PLA'NISCAPUS 'NIGRESCENS': ( ) 90 1 GALLON; (34) 11720 SW 72nd Avenue �oaQ i {81 }SSEDGE (49)SSEDGEtiOOQ° I ''� (40)BCAMAS Y + + + SDAVD DAVID VIBURNUM VIBURNUM DAVIDII: 30"X30"X30" HT. MIN. 22 (20)BCAMAS a° + + + / ( ) (42)SORUSH �;;W. 1 ,W;"IV 0 � (9 DDOG DWARF REDTWIG DOGWOOD / CORNUS SERICEA 'KELSEYI': 1 GALLON; (199) X.: Tigard , Oregon 97232 HAML HAMELN FOUNTAIN GRASS / PENNISETUM AL. 'HAMELN': 1 GALLON; (49) "' o For: 72nd Avenue Property, LLC NORTH . 00 00 p ■ (58)SORUSH (�T) NAND HEAVENLY BAMBOO / NANDINA DOMESTICA: 5 GALLON (36" HT. MIN.); ■ I THIS WIDTH SHOULD sI 3" , (58)SSEDGE : 7, ° FOLIAGE FROM TOP TO BOTTOM; MINIMUM OF (3) CANES; (29) M!tm0 5 10 20 FT, (22)BCAMAS ° coo ;:,.°bo° 1 ORGP OREGON GRAPE / MAHONIA AQUIFOLIUM: 36" HT.; FULL FOLIAGE ; (32) °°° * ;° o ( 29)SSEDGE '00RHDY RHODODENDRON 'JEAN MARIE D.M.': 36"X36", FULL FOLIAGE; (1 ) \ • O . (27)SORUSH SCALE 0(54}SORUSH ■ SARC SARCOCOCCA RUSCIFOLIA: 2 GALLON; 28 W.`. 0 0 (54)SSEDGE : o o° (21 )BCAMAS "'• ' • fl° :SORUSH SOFT RUSH / JUNCUS EFFIJSUS: GALLON; MIN. OF 115 0 �-ry {�• PLANTS PER 100 S.F. (12" O.C. — TRIANGULAR SPACING) + °p° -'-`-`-'-`-`-`-'-'-'-'-'-'-'-'- (630) �fl (13)SORUSH ° ° •_•' 300000000000000000000 SSEDGE SLOUGH SEDGE / CAREX OBNUPTA: 4 GALLON; MIN. O 'b p fl 0 0 0 0 0 0 0 0 0 0 0 O ° o ° o 0 0 0 0 0 0 _,° 13 SSEDGE '' ,°°°°°°° °°°°°°°°°°°° (24)SSEDGE °°° (70)SSEDGE ;�'i° ° 500000000000000°O°O°O OF 115 PLANTS PER 100 S.F. 12 O.C. — TRIANGULAR o_,-_0 (10)BCAMAS ° ° ° ° ° ° ° ° ° ° ■ (10)BCAMAS °`�0� (20)BCAMAS 40)SORUSH (13)SORUSH : '�°° of °°°°°°°°°°°°°°°°°°°° SPACING) (631 ) ■ (26)SORUSH " •'' V (10)BCAMAS (42)SSEDGE i °° (20)BCAMAS .'•1" 4 54)SORUSH (15)BCAMAS '"`+ (84)SORUSH • /PUBLIC / I (24)CRPBRM —SIDE OF ° , /� NO HATCH BCAMAS COMMON (BLUE) CAMAS / CAMASSIA QUAMASH: SIT °° ° °94° I / + + + GALLON; PROVIDE QUANTITY IN INDICATED PLANTERS. E R. �oa�° °° a .. .� w. y: •: �: : 'w:". ,w,y,:" PATTERN INSTALL EVENLY SPREAD THROUGHOUT PLANTER. (THESE (OFF—SITE ®o° w•. �:-,�: •� ,"�. .i. . ° ° ° ° r- m `_-PORTION) REQUIRED IN ADDITION TO THE STORM WATER PLANTS REQUIRED AND ARE TO BE PLANTED IN BETWEEN THE a4 —SEE INDICATED REQUIRED PLANTS ABOVE.) (282) SEPARATE DRAWINGS:,- 2 7 ]UNE 2018 SITE PERMIT CRPBRM CREEPING BRAMBLE / RUBUS PENTALOBUS: 4" POTS; ALL WORK_ PRIVATE SIDE \ 24"O.C. TRIANGULAR PA IN 7 1 24 MAY 2018 PROGRESS PER CITY OF ( SPACING)G) ( 5} STANDARD DEVELOPMENT DETAILS — _• Mark Date Revision/Issue {ON—SITE 4000 (NOTE. THE ABOVE LISTED FORBS/HERBACEOUS PLANTS ARE FROM THE "CLEAN WATER ■ Project Number Drawn b Checked b ■ PORTION) SERVICES" PLANT LIST (APPENDIX "A") AND ARE THE SIZE AND QUANTITY 16761 JDP r Y REQUIRED All original and writtenunpublished material appearing herein constitute ay the original and unpublished wark of the Architect and may not be duplicated, used or disclosed without the prior written consent of the Architect. 02017 Hill Architects 72nd APARTMENTS Cl PLANTING PLAN L300 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 4 5 6 - 7 13-JCEDAk �13" CEDAF 1 (3) DAR rn �8"' CULVERT � � �.z .< a .1 _3.9 3.4 3 6 7 3.6 3.5 3.6 3.7 3 3.7 2. 3.0 .1 7.9 €.5 9.8 1 5. 6 D 5 YJ.3 0.7 . 2.B 9 1 i.4 1.6 0 2.4 � 0 - 00 Q 3.6 4.0 '4 .4 9.3 9.1 4.2 4.4 9 3 b•9 b 8 b.7 b. b.b b.6 b,6 b.6 b.6 0.6 b.7 b.7 W LL' () c .7 .9 6 .o + SO2 SO2 1.z 1. b. b. b.e b.y b.7 b.6 b.6 5.6 6.7 b.7 b.a .a 1.z �. 1� Z = oo � '-'' m 1cf"l 0 X9.7 `4 X5.2 3 5. 9 C I1J U3 _r _i.7 .0 2 7 3.1 MH : 6 MH: 6 1 0 b.e b.7 b.7 b.7 b.7 0.8 1,1 1.4 0 2. 2. 2.73 1.z �' o d � 4.3 4 �a.3 .0 3.1 3. `t o 5 5 '2.913 S 0 2 1.5 1.4 1.z 1 .1 o b.9 b.a b.8 b.8 b.B .9 i.2 1. �.2 . 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'a,3 `0.3 `0.4 {0.4 0.4 t.5 0. b.6 b.6 b.6 b.6 b.6 b.6 0,6 0.6 0.6 b.7 0.7 0.7 0.7 b.7 b.7 b.7 b.7 0.7 0.7 0.7 b.6 0.6 0.5 G.4 0.4 b.4 b.4 b.5 .5 b.5 b.4 b.4 b.4 b.4 b.4 0.9 0.4 0.4 • 'n �1?II 4 0 4 • b 4 4-4 0- b. U. t _31.3 b.4 ui Q cV G Ol 0.4 F- C) O 0 10, 20' 0- � ( l CONTRACTOR NOTE: SHEET TITLE PROGRESS PRINT BE ERFEDGUTILITIES HORZONTALLYAND VERTCLLYWN ON PLANS RE TO PRIOR SITE PH4TOMETRICS SITE PHOTOMETRICS PLAN C PLAN ( NOT FOR R CONSTRUCTION NCLUDINGOBUR EDCUTILITIESL ARESHOWNASURES UNDERGROUND SERVICE ALERT INDICATED ON RECORD MAPS AND SURVEYS ONE-CALL NUMBER THESE DRAWINGS HAVE BEEN RELEASED AT THE FURNISHED BY OTHERS. WE ASSUME NO LIABILITY Q REQUEST OF THE CLIENT AND ARE NOT INTENDED FOR FOR THE ACCURACY OF THOSE RECORDS AND 811 SHEET NO, THE PURPOSES OF BIDDING, PERMITTING, OR SURVEYS. CONTACT THE UTILITY OWNER/AGENCY EO - 02 CONSTRUCTION. FOR THE FINAL LOCATION OF EXISTING UTILITIES IN CALL TWO BUSINESS DAYS AREAS CRITICAL TO CONSTRUCTION. BEFORE YOU DIG IN HIM Mill� mmmmmmmmmmimmii ON m III HIM '1'V � i '• V / �./ } � W _j Or-1:ICE COPY REVISION . Z U) W I-_ 0 Z Z RAP ELEMENT FOUNDATION CONSTRUCTION NOTES City of Tigard 0 Z - FOOTINGS TO BE AP Plans 0 4- :44 v I Ix 4 4 ' I� , q 1. RAP ELEMENT LAYOUT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR (GC). GEOPIER ELEMENT SHALL BE INSTALLED IN THE FIELD WITHIN 4 SUPPORTED BY y B nate 6-INCHES OF LOCATION SHOWN ON THESE PLANS. GEOPIER ELEMENTS. 2. A QUALIFIED, FULL-TIME QUALITY CONTROL (QC) REPRESENTATIVE PROVIDED BY THE RAP INSTALLER (THE INSTALLER) SHALL BE RESPONSIBLE FOR INSTALLATION OF THE RAP ELEMENTS IN ACCORDANCE WITH THE DESIGN, AND SHALL REPORT ALL GEOPIER FOUNDATION CONSTRUCTION IF AUTHORIZED BY THE OWNER, THE QC REPRESENTATIVE SHALL COORDINATE QC ACTIVITIES WITH THE TESTING Z SPREAD FOOTINGS TO BE ACTIVITIES TO THE DESIGNER. LIMITS OF DISTURBANCE: ADJACENT 0 AGENCY HIRED BY THE OWNER. UNDER NO CIRCUMSTANCES SHALL THE TESTING AGENCY DIRECT RAP INSTALLA11ON PROCEDURES. 5'-00 24 TYP. SUPPORTED BY GEOPIER 3. RAP ELEMENTS SHALL BE BASED ON THE FOLLOWING CRITERIA UNLESS OTHERWISE APPROVED IN WRITING BY THE DESIGNER: v 1-10 2#-60 0 ELEMENTS. SEE SHOP .11, EXCAVATIONS MUST BE OUTSIDE + -r- A. RAP ELEMENTS SHALL BE WITHIN 3 INCHES OR DEEPER THAN THE DEPTHS SHOWN ON THE PLANS. COMPACTED + + + 4 + IF THIS IS NOT THE DRAWINGS FOR GEOPIER I. --'j, + + + + + +,X* THIS ZONE. W B. AVERAGE COMPACTED LIFT THICKNESS DURING EACH DAYS PRODUCTION SHALL BE APPROXIMATELY 24 INCHES. REQUIREMENTS . . . . . 4 + + + CASE THE DESIGNER MUST BE + + + + + C. A CST SHALL BE PERFORMED ON THE FIRST FIVE RAP INSTALLED, RESULTS OF THE INITIAL CST SHOULD BE PROVIDED TO THE + + + ++% NOTIFIED. + + + + + + �k' + + a. DESIGNER FOR REVIEW AND ESTABLISHMENT OF ACCEPTANCE CRITERIA AND FREQUENCY OF CST. THE FREQUENCY OF CST MAY VARY 0 + + + + W W 2 + + + + + + + + + Z + + + + + + 20" DIA. GEOPIER DEPENDING ON THE SOIL CONDITIONS; HOWEVER, CST SHALL BE PERFORMED ON NO LESS THAN 10% OF PRODUCTION RAP. + ELEMENT U.N.O. . . . . . . + + . . . . . . D. RAP ELEMENT AGGREGATE SHALL CONSIST OF TYPE I GRADE B IN GENERAL ACCORDANCE WITH ASTM D-1241-68, OR APPROVED BY + + . . . . . . + + + + + + + + + + + d.r. GEOPIER DESIGNER AND SUCCESSFULLY USED IN THE MODULUS TEST. . . . . . . . + + + + + + + + + . . . . . . CONVENTIONAL RAP INSTALLATION EQUIPMENT, THE GC SHALL BE . . . . . . 4\ 4. WHEN OBSTRUCTIONS ARE ENCOUNTERED THAT CANNOT BE REMOVED WITH CON + + 6 + + + . . . . . . . . . IN GEOPIER ELEMENTS TO BE INSTALLED TO 25 . . . . . . . . .. + + RESPONSIBLE FOR REMOVING THE OBSTRUCTIONS. IF THE GC DOES NOT DO SO IN A TIMELY MANNER THAT DOES NOT INTERRUPT RAP /. . . . . . . + . . . . . . . + + IS.- + + + . . . . . . . . . . PRODUCTION, THE INSTALLER MAY REMOVE OBSTRUCTION(S) AND SHALL BE REIMBURSED FOR COSTS INCURRED, INCLUDING LABOR, EQUIPMENT, FEET OR REFUSAL, WHICHEVER IS MET FIRST. Ir+++++++++++++ + + + + . . . . . . . . . . . REFUSAL IS CONSIDERED LESS THAN 6 INCHES . . . . . . . . . . . + + + + . . . . . . . . . AND MATERIALS. IN THE EVENT OBSTRUCTIONS ARE ENCOUNTERED BELOW THE DESIGN BOTTOM OF FOOTING ELEVATION THE OBSTRUCTION . . . . . . . . . .... + + OF MANDREL ADVANCEMENT IN 30 SECONDS. + WITH . . . . . . . . . . + + . . . . . . . . . . . SHALL BE REMOVED AS OUTLINED ABOVE. THE RESULTING EXCAVATION SHALL THEN BE BACKFILLED AND COMPACTED IN ACCORDANCE v 0 '*. %. . . . . . . . . . . + + + . . . . . . . . . . . . THE PROJECT SPECIFICATIONS. THE AREA SHALL BE TESTED BY THE OWNER'S TESTING AGENCY AND THE COMPACTION TEST RESULTS SHALL BE SUBMITTED TO THE INSTALLER AND THE DESIGNER. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .\ + SECIzWED 5. RAP ELEMENTS NOT MEETING THE REQUIREMENTS DEFINED IN THE DESIGN AND MODULUS TEST SHALL BE RE-INSTALLED TO MEET PROJECT REQUIREMENTS UNLESS OTHERWISE APPROVED IN WRITING BY THE DESIGNER. AUG 16 2018 WRITING TO THE INSTALLER'S QC 0-1 6, FOOTING ELEVATIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPORTED IN TYPICAL GEOPIER ELEMENT ADJACENT EXCAVATION DETAILBUILD TIGARD REPRESENTATIVE PRIOR TO INSTALLING RAP ELEMENTS. E EING DIVISIC'- 7. UTILITY LOCATIONS ARE THE RESPONSIBILITY OF THE GC, THE DESIGNER SHALL BE N011FIED OF ANY CONFLICTS WITH RAP LOCATIONS SHOWN NOT TO SCALE NOT TO SCAL T ON THE PLANS. NEW UTILITIES EXCAVATIONS SHALL BE LIMITED TO THE ZONE DEPICTING ON DETAIL 1 ON THIS SHEET. IF EXCAVATIONS ARE PLANNED WITHIN THE RAP "NO DIG" ZONE, THE DESIGNER SHOULD BE NOTIFIED IMMEDIATELY TO DISCUSS EXCAVATION OPTIONS. 8. RAP ELEMENTS ARE LOCATED AT THE INTERSECTION OF REFERENCE GRID LINES OR AT THE CENTERLINE OF STRIP FOOTINGS UNLESS DIMENSIONED OTHERWISE. 9. AFTER COMPLETION OF RAP INSTALLATIONS, THE GC IS RESPONSIBLE FOR PROTECTION OF THE WORK. THIS INCLUDES, BUT IS NOT LIMITED TO, PROPER SITE DRAINAGE TO PREVENT PONDING OF WATER ABOVE THE RAP ELEMENTS AND APPROPRIATE CONTROL AND COORDINA11ON OF EARTHWORK AND ANY SUBSEQUENT DRILL ACTIVITIES SUCH AS ELEVATOR SHAFT CONSTRUCTION, TO PREVENT DAMAGE TO INSTALLED RAP ELEMENTS. 10.ALL RAP ELEMENTS HAVE A MINIMUM NOMINAL TOP DIAMETER OF 20 INCHES WITH COMPACTED 24 INCH LIFTS. GEOPIER ELEMENTS TO BE INSTALLED TO 25 FEET OR REFUSAL, WHICHEVER IS MET FIRST. REFUSAL IS CONSIDERED LESS THAN 6 INCHES OF MANDREL ADVANCEMENT IN 30 SECONDS, IN R 11. THESE DRAWINGS ARE BASED ON THE STRUCTURAL DRAWINGS PROVIDED BY DCI ENGINEERS. THE RAP ELEMENT LAYOUT LOCATION PLAN AND C,IN FOOTING DETAILS PLAN ARE FOR RAP ELEMENT NUMBER, LOCATION, AND LAYOUT ONLY. FOOTING LOCATIONS, SIZES, AND ORIENTATION SHOWN CC ON THESE PLANS ARE FOR INFORMATION ONLY. PLEASE REFER TO STRUCTURAL PLANS FOR SPECIFIC FOUNDATION DIMENSIONS AND LOCATION. THE DESIGNER ACCEPTS NO RESPONSIBILITY FOR LOCATION OF FOOTINGS SHOWN ON THESE PLANS. THE DESIGNER SHALL BE NOTIFIED E IMMEDIATELY IF INFORMATION ON THESE PLANS CONFLICTS WITH STRUCTURAL OR ARCHITECTURAL DRAWINGS. 8ES 12.111E RAP FOUNDA110N DESIGN IS BASED ON THE GEOTECHNICAL INFORMATION PROVIDED IN THE SUBSURFACE EXPLORATION BY GEOPACIFIC, LIN REPORT DATE JULY 24, 2017. GEOPIER FOUNDATION COMPANY, INC., HAS RELIED ON THIS INFORMATION AND WE HAVE NO REASON TO SUSPECT ANY OF THE INFORMA11ON IN THE REPORT IS IN ERROR. GEOPIER FOUNDATION COMPANY, INC. IS NOT RESPONSIBLE FOR ERRORS OR EXPIRES: OMISSIONS IN THE REPORT THAT MAY AFFECT THE PARAMETER VALUES IN OUR DESIGN, IF THE SUBSURFACE OR SITE CONDITIONS DIFFER 8/06/2018 FROM THOSE UTILIZED IN THE DESIGN THE DESIGNER SHALL BE NOTIFIED IMMEDIATELY. 13.RAP FOUNDATION DESIGN LOADS ARE BASED ON THE DESIGN INFORMATION PROVIDED TO US BY DCI ENGINEERS. IN THE EVENT THE STRUCTURAL LOADS VARY THE DESIGNER SHALL BE NOTIFIED. C/) Z W Z CONCRETE FOOTING CONSTRUCTION SUPPORTED BY RAP NOTESQ � 0 LLJ 1. ALL EXCAVATIONS FOR FOOTINGS SUPPORTED BY RAMMED AGGREGATE PIERS SHALL BE PREPARED IN THE FOLLOWING MANNER BY THE GC: n � OVEREXCAVATION BELOW THE BOTTOM OF FOOTING SHALL BE LIMITED TO THREE INCHES. THIS INCLUDES LIMITING THE TEETH OF EXCAVATORS 0 FROM OVEREXCAVA11ON BEYOND THREE INCHES BELOW THE FOOTING ELEVATION. 2. FOOTINGS SHALL BE POURED AS SOON AS POSSIBLE FOLLOWING FOOTING EXCAVATIONS. IT IS THE CONTRACTORS RESPONSIBILITY TO PROTECT FOOTING BEARING SURFACES FROM WET WEATHER AND DISTURBANCE. A "MUD MAT" (3 INCH THICKNESS OF LEAN CONCRETE) OR COMPACTED Uj Z CRUSHED ROCK SURFACE IS RECOMMENDED TO PROTECT BEARING SURFACES. N< 3. PRIOR TO CONCRETE OR MUD MAT PLACEMENT, THE TOP OF THE EXCAVATED SOIL AND RAMMED AGGREGATE PIERS SHALL BE COMPACTED WITH _j A STANDARD, HAND-OPERATED IMPACT COMPACTOR (I.E. JUMPING JACK COMPACTOR). COMPACTION SHALL BE PERFORMED OVER THE ENTIRE 1II- FOOTING SUBGRADE TO COMPACT ANY LOOSE SURFACE SOIL AND LOOSE SURFACE PIER AGGREGATE. Z 0� 4. WATER SHALL NOT BE ALLOWED TO ACCUMULATE IN THE FOOTING EXCAVATIONS PRIOR TO CONCRETE PLACEMENT OR ALLOWED TO ACCUMULATE 0 OVER THE POURED FOOTING. CL 5. EXCAVATION AND SURFACE COMPAC11ON OF ALL FOOTING SUBGRADES SHALL BE THE RESPONSIBILITY OF THE GC. 6. THE TESTING AGENCY SHALL INSPECT EACH FOOTING AND APPROVE IT IN WRITING ON THE SAME DAY THAT THE CONCRETE OR MUD MAT IS > PLACED IN THE FOOTING EXCAVATION. THE APPROVAL SHALL STATE THAT ALL FOOTING BOTTOMS INCLUDING MATRIX SOILS AND RAP TOPS HAVE NOT BEEN OVEREXCVATATED MORE THAN THREE-INCHES BELOW THE BOTTOM OF THE FOOTING, HAVE BEEN KEPT FREE OF WATER ACCUMULATION, AND HAVE BEEN REASONABLY DENSIFIED WITH A HAND-HELD MECHANICAL IMPACT COMPACTOR ON THE SAME DAY THAT THE CONCRETE WAS PLACED. 7. THE GC IS RESPONSIBLE FOR MEASURING TOP OF FOOTING ELEVATIONS TO ACCURACY OF 0.01 FEET. MEASUREMENTS SHALL BE TAKEN BY A LICENSED PROFESSIONAL SURVEYOR BEFORE LOADS ARE APPLIED TO THE FOOTINGS. Z 8. IN THE EVENT THAT FOOTING BOTTOM PREPARATIONS, AS DESCRIBED ABOVE, ARE NOT PERFORMED OR DOCUMENTED IN ACCORDANCE WITH THIS SECTION, ANY WRITTEN OR IMPLIED WARRANTY WITH RESPECT TO GEOPIER FOUNDATION PERFORMANCE CAN BE CONSIDERED VOID. Ln oo M "I cn tp ko LIh Ur C14 rNI X IL CD L I C) LU Ln c) 00 > CL LY M C71ax = 4 > Q) C) MQ) 11, PROJECT NUMBER Z 18-GNW-0846 DATE 8/06/2018 E a N SHEET NUMBER [:Z3 NOTE: GEOPIER DESIGN aOOU "Ir MENTS AND PLANS ARE ONLY N ndction company. Inc. This drawing GPOA "Geopier" is the registered trademark of the Geopier Fou 0 contains information proprietary to The Geopler Foundation Company, Inc. and its licensees. STALLER. (7) to be trosmitted to any other organization unless VALID I F INSTALLED B Y A L ICENSED G EOPIER IN :3 The information contained herein is not Foundation Company, Inc. specifically authorized in writing by the Geopier Geopier is the property of The Geopier Foundation Company, Inc. and is protected under U.S. 9892 and other patents pending. • o Patent No. 524 ■ 1 .m i _.. 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THIS DRAWING IS BASED ON STRUCTURAL DRAWINGS PROVIDED BY DCI ENGINEERS 1 +� � 2. FOOTING OUTLINES ARE FOR INFORMATION ONLY. SEE STRUCTURAL AND/OR ARCHITECTURAL Qac 8/06/2018 N .��. I .■. PLANS FOR FOOTING DIMENSIONS AND DETAILS. SHEET NUMBER "Geopier" is the registered trademark of the Geopier Foundation Company, Inc. This drawing 3. FOOTING LOCATIONS SHALL BE IN ACCORDANCE WITH STRUCTURAL AND/OR ARCHITECTURAL contains information proprietary to The Geopier Foundation Company, Inc. and its licensees. N OTE• GEOPIER DESIGN DOCUMENTS AND PLANS ARE ONLY DRAWINGS, DIMENSIONS, AND DETAILS. The information contained herein is not to be trasmitted to any other organization unless 4. GEOPIER ELEMENTS UNDER WALLS AND COLUMNS SHALL BE CENTERED UNDER FOOTINGS AS specifically authorized in writing by the Geopier Foundation Company, Inc. SHOWN, DIMENSIONED FROM CONTROL POINTS ESTABLISHED FROM STRUCTURAL AND/ORP 1 Geopier is the property of The Geopier Foundation Company, Inc. and is protected under U.S. VALID IF INSTALLED BY A LICENSED GEOPIER IARCHITECTURAL PLANS. o Patent No. 5249892 and other patents pending. ■ i 1.�..�1�■rtt.�t„ta■rw■+11■1�. i i mil . i Y - — - . 11 . II II I II — R-��»t tl♦ II ■I " � I � I .