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Plans (19) BU P2018-0023 1 10 ii 9 w 8 ■ 7 w 6 • 5 • 4 • 3 • 2 • 1 SHEET INDEX Fl A_ IIPT 1\4. ENT, SSHEET SHEET NAME REV I DATE ARCHITECTURAL Av- ENtj OFFICE �� A000 Cover Sheet HILL A010 General Notes, Abbreviations . 72ND A090 Code Summary = ARCHITECTS A091 Street &Second Level Code Plan 1 7 5 0 BLANKENSHIP R O A D A092 Third &Fourth Level Code Plan A093 Fifth Level &Roof Code Plan SUITE 4 0 0 A100 Site Plan WEST LINN . OREGON 97068 A110 Site Details TEL 503 . 305 . 8033 FAX 503 . 305 . 8034 A200 Street Level Plan &Second Level Plan A201 Third Level Plan &Fourth Level Plan 10 A202 Fifth Level Plan &Roof Plan • A300 Exterior Elevations ■ A301 Exterior Elevations A302 Exterior Elevations $1•00011101111111111111111 __ ,, A303 Exterior Elevations RECEIVED ---, A304 Exterior Elevations RE �� Y �� . A310 Building Sections ��' A311 Building Sections OCT 22 2�7g IIII F TIGARD Unit Plans �_ • A401A40UnitUnit Plans BUILDICITY �NO DIVISION LD ir A402 Unit Plans .00 ' � � �I 1 A4Z0 Enlarged Plans im - �--ll _ ON ` A430 Suite 120 T.I. Hair Salon �— ...-�� WI rog � 1� I 11 Siiii vial .I -��' -11,1144a4 ` .,, A500 Interior Elevations 01.11 I ��lloos ll:• 1 A501 Interior Elevations �J I Ili. . I� �I �1 �I+` r�ni��ll�ili� � �a-I Inl �r1�� rw� al \q ;I Il _r wnawr !II lai I A5D2 Interior Elevations 1 '1 _� I"'"1111!witio ■� ■ ,___ ILH1, I' 116"-�� Il 11. I 108.I--itialillilul �1111.1.11!11 � '� A503 Interior Elevations l 11�~ rillr. Ilr~!>wwlil�r~I� Ir�-rr_ Ilr ■■10��-J � ■ , l� -- A504 Interior Elevations �I�,, r.__ �- X1111■I .0 i. �� • I ;' � _-_�� ultitiiiittiojitsji lll�� al _ , A600 Street Level Ceiling Plan &Second Level Ceiling Plan • �I'I : ,ter '� 1-�- � _��li �ill � I ' A601 Third Level Ceiling Plan &Fourth Level Ceiling Plan • 1� geitiosiatigi Pi hl� I: mooli! r �� kiii ; I A602 FifthLevel CeilingPlan r �+ 1o. 'SII'+ ��- _ ~ 127: ,- A700 Enlarged Stair&Elevator Plans, Sections, DetailsI��IlfflI'� : ' _ -- Li " A701 Enlarged Stair&Elevator Plans, Sections, Details t I II e� f' Oirale% JJ1 A800 Construction Assemblies ! � � • - _ ' -1 'I4- 1ik: A801 Construction Assemblies uO� N _11111.1111111 ra III A810 Accessibility Details - II 1 b II uwr■ � Y N I �— L . iEl .■ �,mu filo MN PM.Immoii oul al ail �� ---� A811 Accessibility Details ill 1 I lir. I"11111 r■n IN IMI! ►� = -.--:-..• 11111.1111111:4: 014, �,.,. Illi �!I ,� I►,�Ili A812 Accessibility Details • 1 i !� El Baa■ rwr !I !I+ �i��r� :r +r l �� !■I IIS !■u �r1 r� �� Y�- .=;fir, I - 3,.. r■u !, �■ r. ■II ■� r A613 Accessibilit Details Il.r ,t. 1 �. _ Yn.a,�Rir�l4.r■mf ,iy 2�1, 11111iftuilmo • rrlig,r■ILZ� ��1rrrrM-�. Illc ■ - I ..„ =221 _ ■I ,� �; A814 Accessibility Details Nll lr■ Itw SteIri. �li■ ktiwlw�r ww�11 - _�I� 111_ . n:6rw. ■w11R■ Iltw �r,w _ `��_ -- �" 4 �r" p_III0 I_I_ ,..___I ISI--� 41111111111:7- �,raes ■rlr�u■I twllr■Fzw�r11 ;`'r♦ .r .il■■ I�I ' A830 Fire Rated Penetration Details !_ ` 1.111111.1.11111.111 i�lrll■�■II±�I�■i pi Fl------ I NEN _ �� A831 Fire Rated Penetration Qetails +�I =- 11111 -�� mini -ml, A83Z Fire Rated Penetration Details MIIMIllin ■■ il r: _- _-_ _._- :��-- �� I A833 Fire Rated Penetration Details ti - • !11 � 1 7. 1_ :�� -- A834 Fire Rated Penetration DetailswI iii" � ;_ Tla I � � ., _- — - _ - I •+�,: . A835 Fire Rated Penetration Details �rss I Mb .111 MEM 1. _. II 1'I , ' � -�I s A836 Fire Rated Penetration Details • ..r. �I+ , - - A837 Fire Rated Penetration Details - 1L... ` .- ••• �•, • �••�I _ . .— I I rakFon Details I —_ ,_ 1 rr. .r■IIr ' :�ull tliu�i . ■ - i <— 1 EZ :. _ �� ` r■nrrl■ w~IrllrArr■� ;I�,1 +, . ■ 1 �.. A838 Fire Rated Penet `/ J �U1 _ II1111!!■nom Ir�rl I�li j; -- , -I IIlII�■..Ilr• - A 50 Exterior Details T I ix ice'•= 4a, M'MIr.r!■u�IimmillIiImol -- , . ■ �" ar■ui tt ■�i Awe ■L 1� imillmilmm ■ � A900 Door Schedule ■■II. �. ■ �.,,� �Il.r r■J�:�rI+�I■'rr■,' ,.�C�■IU• i = !� I I■�I aa�r�■rl i■ �.Irr� • mor,..•r■il�'■■�RIr�Irr■ ■Ir�rlr ■ i.+{. rI■I�I: -- ■ ..III A901 Door Details ——= lid �I`�I r, w�a .. , moi_li r�■,I>�r. i i - s � I j`I IMIMIM--- our�fl' 61111111111111111111116.1 rr■,� r ,_ w !€ =`was= il = 11111.111111111 1 A902 Door Details ww_ !� � ~lMIN■ INN ---------- . _��-- III _N A910 Window Schedule.7 �- -` IIINEMMIIIIIIIIII -��- ` IIII A911 Window Details . - z �' �- � A912 Storefront Details o blill . 1 , — �� num ,-_ CIVIL 1♦ I1 - I ' l.,lll _ �� i l � L,r_r♦''I i` -_ C0.00 General Civil Information ._ I ________ 1 __ �� ■uls�`i~."rrm_u�ru �—► :I you 1n4 O i w i,,,,I. C0.01 General Notes �+ ¢ a ■,Ire ��w In■Inc, Ell "I I�r.i t� � -- :: -��y r,l�+i�r lu:r■ .. �_wir�nii li.I! L________Li.::_________H__ -1 r� — i ■ Ill■�.iI��I � �� _��• min wzrz, wi, 7 I C1.00 Existin Site Surve &Demolition Plan , ■,Ire �r Hit r I. ■■rr.r■.r�1n• 11111 _ =�.I rk oIf ,; �i�- - -- - y .•.e ._ _ I ..�, I�,; = �� C1.10 Gradin Plan�-�� • • ;,•;•,. I �■1 III — l�r wy a..• -.� :• ._ - -�- - - 1 Ifs- I�II� Lille � +. _ :r. I r II � warTelli �n� i � ,. _ �; rPlan w 1 ;.•;. _., iii. �iIffilmsiggia, �. ■ � e ;••.,. F.:. �� Mil:IF.-----""iiiii" illilt � �"''_�•- , � , � a Ci 20 Storm Wate w . I� ■II■ ll� �� f! /�` J'u �,*�.,yi��I' / Iin�wu■ r�n ■ �� C1,30 Utility Plan y �I r'. � r r 11 w l S ` G r�f .�r•i I � �►' •� C5,00 Details I •a' CJI r .r I - _Ir �.1. z �1I � - � " N i., r N ,; C5,10 Details III I • . +► :. �� IIII 111itailm...: � :r I1 • � C5,20 Details L-� •. 1 �� I. - C5.30 Details o s: ��` .°.,i 1IIIIII 1'I111 I_ Ir • E0.02 Site Photometrics Plan EI 111 IIi_ __. ti:',■„ i EC1,00 Erosion Control Plan � ft ` �: �_ �~ �� l V '.`1" EC1,10 Erosion Control Details a . : ,,-. „.:.: :.•,4..,,•: . .. •.......4-.' ? • I .-.11 ------ ' - I l - i i . 2 EOPIER r ' !Wit i , I • / . .,I` o GP0,1 Geopier Notes &Details ••tl I11 II GP1,1 Geopier Plan C� ' Vie ' I = It II 1 - • I i , 1 + i piper .,, , I LANDSCAPE .�,; `< •. ,� !i' a. . I L100 Landscape Construction Plan L101 Landscape Construction Plan trQ , °. r i I. . ,t� L200 Irrigation Plan a - II _ • • • L201 Irrigation Details THIS WIDTH SHOULD BE 3 �{ -� • ;4' , .4a •, .- � • •.. . , IL202 Irrigation Plan 5th Floor Patio _ OFFICE copy :, `,; •• r ',.'..' I L300 Planting Plan ' IL301 Planting Plan 5th Floor Patio CITY OF TIGARD REV! ,, ' {D FOR CODE COMPLIANCE DDITIo L P TWITS REQUIRED -.a ��.- -'a , ,-• :. :, '� '' � I � STRUCTURAL .°,•. - - -.° ,: =• - - ° `• ;'. '' `"', '' S100 StructuraljGeneral Notes Approved; � - a • : - ,: , �; . . Fire SprinklerOTC: [ I '. ' N5101 structural General Notes Continued u - - • -4 ' ,,.. Fire Alarm Perini! t#: - S102 Structural General Notes Continued Mechanical i Address: ) li y0 5‘.,r 7 n A 5110 Structural Live Load Maps Plumbing \J S200 Structural Foundation Plan Suite #: Electrical i 5201 Structural Second Level Mild Reinforcing &P-T Framing Plans 13�: Date: �p- -L Truss Engineering J S202 Structural Second Level Stud And Shear Wall Plan &Third Level Framing Plan Shop Drawings V S203 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 • 5301 Structural Shear Wall Elevations U S401 Structural Concrete Details 5402 Structural Concrete Details ARCHITECT PLANNING CITY PLANNING & ZONING PLUMBING VICINITY MAP 5501 StructuralPost-TensionedConcreteDetails 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 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 m 4 5602 Structural Wood Framing Details Steve St S603 Structural Wood Framing Details m ATTN: LLOYD HILL ATTN: MATT SPRAGUE ATTN: GARY PAGENSTECHER ATTN: TRAVIS CROMWELL -, s t S604 Structural Wood Framing Details m EMAIL; lloyd.hill@hillarchitects.com EMAIL: msprague@pd-grp.com EMAIL; garyp@tigard-or.gov EMAIL, tcrom@cromwellinc.com �� , 3wL.es$er" i S701 Structural CMU Details TEL: 503.305.8033 TEL: 503,643.8286 TEL: 503.718.2434 TEL: 971,224.5304 n r m ro G\4�G N x 2 SPECIAL I�JS�';�,..� L�ECTi " r ;c ». fttvlslon., r. i State of Oregon St,�l.°j.:f?r3I a:f ecf "�.' °.recle SW Pfaffle St rn N 16-OCT-2018 BUILDING PERMIT RESUBMITTAL OWNER STRUCTURAL ENGINEER GEOTECHINCAL ENGINEER MECHANICAL a �* Croncc.teand Reinforcing`': .31 l5SUE5 72nd AVENUE PROPERTY LLC DCI ENGINEERS GEOPACIFIC ENGINEERING, INC. JACOBS HEATING &AIR CONDITIONING h swAtlanta St SW Hain( �� Belts Installed it,Cot�clvte o w 11740 SW 72nd AVENUE 400 SW 6th AVENUE, SUITE 605 14835 SW 72nd AVENUE 4474 SE MILWAUKIE AVE. `Pi Q eRol>cT NUMBER DRAWN BY CHECKED BY La n Special Moment-Resisting Concrete icrete Frame 16761 AO RLC I TIGARD, OR 97232 PORTLAND, OR 97204 PORTLAND, OR 97224 PORTLAND, OR 97202 0a 2 5 SW Baylor St st 3 SW Baylor St Ili Reinforcing Steel&I•'recdrossing Steel Tendons 1 UI ATTN: RICHARD CASSINELLI ATTN: SHIRLEY CHALUPA ATTN: BEN ANDERSON ATTN: SCOTT LEVERENZ a EMAIL: Rec65@me,com EMAIL: schalupa@dci-engineers.com EMAIL: banderson@geopacificeng.com EMAIL: scottl@jacobsheating.com cn q StructuralVllelding 0 n r9 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE NTEL: 503.545.5217 TEL: 503.332.2619 TEL: 503.598.8445 TEL: 503,234,7331 6 ;/ . HIgh-Strencilnt Bolting - THE ORSGINAL AND LNPUPLISHED WORK Of THE ARCHITECT AND MAY r-, NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN - SW Clinton St SW Clinton St lig Structure/Masonry CONSENT OF THE ARCHITECT. r (r)2018 HILL ARCHITECTS ->3o ti o I, Reinforced Gypsum Concrete ce U P,,6 n SW Dartmouth St inst:',a log ,oPC:rOte rill Q CONTRACTOR CIVIL ENGINEER LANDSCAPE ARCHITECT ELECTRICAL -40 SW In Spray iiedFiro-Fi s;stiva144ats�rels z KEYWAY CORP. DCI ENGINEERS PERCIVAL-LANDSCAPE ARCHITECTURE WHISKEY HILL ELECTRIC, INC. COVER SHEET 7275 SW HERMOSO WAY 707 W. 2nd AVENUE 2863 SE WAVERLEIGH BLVD 12600 WHISKEY HILL RD. NE ��a 0, W7 `� Plinns, Drilled Piers and^ i;sorss o TIGARD, OR 97232-8613 SPOKANE, WA 99201 PORTLAND, OR 97202 HUBBARD, OR 97032 IS' 0, n- Shfltcr�te SW Elmhurst Sr ' ri CD yCri '.Ln ATTN: BRIAN FRANK ATTN: WADE GELHAUSEN ATTN: JOE PERCIVAL ATTN: MARTY ALLEN c."' W ❑ Special Gradin ,Pzcxvatic Land F11'irg eco EMAIL; brianf©keywaycorp.com EMAIL: wgelhausen@dci-engineers,com EMAIL: perlandscape@gmail.com EMAIL: marty@whe-inc.com Swkefmosoway ❑ Srnoko-Consal Svctems o TEL: 503.684.5100 TEL: 509.455.4448 TEL: 503.213,0100 TEL: 503.981.4640 a 8iiiiiWiliniMMM ❑ Other ttts^f cv,:: N SW Franklin St a � � Area of Construction l' c -----�- ,....._._..._..�,,,,_.__.�,,,, _� rV Q I SW Beveland SI Southwood Dr OO O tob Map detn©21118 Google Turns of Use _ci, rn a 10 U 9 w 8 U 7 I 6 • 5 • 4 • 3 • 2 + 1 10 • 9 • 8 • 7 • 6 • 5 • 4 • 3 • 2 • 1 i-1 HILL ENERGY CODE COMPLIANCE NOTES : GENERAL NOTES : DEFERRED SUBMITTALS : 1 ARCHITECTS I = 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. 1. 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 SUITE 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 L ! N N OREGON 9 7 0 6 3 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 503 305 . 8033 FAX 503 . 305 . 804 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 DIMENSIONS 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 FIRE5TOPPING 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/LS.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 I 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 NORMAL 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 1 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. a. 1 ' 1 kr h , PIECE OF INSULATION 12 INCHES OR GREATER IN WIDTH, ALTERNATELY, INSULATION INSTALLERS SHALL PROVIDE A I Gla 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, S, r' 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 . UM ; H REQUIREMENTS. ALL INSPECTIONS. SECTION OSSC 107.5. '- 0,1r: /' 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. izt • i , I Et7 . .. SECTION OSSC 107.4. eir la �� 10. INSULATION PRODUCT RATING: THERMAL RESISTANCE (R-VALUE) OF INSULATION SHALL BE DETERMINED IN ACCORDANCE OF O WITH THE U.S. FTC R-VALUE RULE. 16. PRIOR TO FINAL INSPECTION, APPROVAL AND A CERTIFICATE OF OCCUPANCY BEING ISSUED EACH SPECIAL INSPECTION 1 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. H 15. GLAZED PATIO DOORS SHALL HAVE A U-FACTOR=0.30 MAXIMUM, SHGC=0,35 MAXIMUM. 16. INSULATION AT CONCRETE FLOORS OVER UNHEATED SPACE TO BE R-15 MINIMUM. W H Z O d O r m d � � v o Z w u • D • W z Z > > 7 o 0 E'er�1 . z z N N. W a. o 0 W a C Z DETAIL NUMBER N NAME1---( , VIEW"R DRAWING TITLE ABBREVIATIONS : W8888 SCALE: 1/8' = 1'-0' • SHEET NUMBER • I'ROIECT DETAIL NUMBER ---„„ THIS WIDTH SHOULD BE 3" -►{ & AND DBL DOUBLE HB HOSE BIB 0/ OVER T TREADS 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 0/C ON CENTER TD TREAD DEPTH SHEET NUMBER ----- °/0 PERCENT DET DETAIL HDCP HANDICAP OD OUTSIDE DIAMETER T&G TONGUE &GROOVED °/° PERCENTAGE D.F. DOUG FIR HDR HEADER OD OUTSIDE DIMENSION TEMP TEMPERATURE 1 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.O. TOP OF uni---� NORTH ARROW 88 AB ANCHOR BOLT DIAG DIAGONAL HP HORSE POWER OFCI OWNER FURNISHED TOC TOP OF CURB wig A8888 SHEET NUMBER LI ABBREVS ABBREVIATIONS DIM DIMENSION HR HOUR CONTRACTOR INSTALLED TP TOP PLATE 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 ADJ ADJUSTABLE DR DOOR HT HEIGHT PIP POURED IN PLACE ____ 88 EXTERIOR ELEVATION AFF ABOVE FINISH FLOOR DS DOWNSPOUT HVAC HEATING VENTILATING &AC PL PROPERTY LINE UL UNDERWRITER'S LABORATORY 88.8 SINGLE COLUMN A8888 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 ANDD ANODIZED (E) EXISTING ID INSIDE DIMENSION PSI POUNDS PER SQUARE INCH VCT VINYL COMPOSITION TILE � � DETAIL NUMBER DETAIL NUMBER 8 8 APPROX APPROXIMATELY EA EACH IE INVERT ELEVATION PT PAINT/ PRESSURE TREATED VERT VERTICAL I I (TYP.) #8 A8888 8 INTERIOR ELEVATION momilmommin ■ ARCH ARCHITECTURAL EJ EXPANSION JOINT INSUL INSULATION PVC POLYVINYL CHLORIDE VG VERTICAL GRAIN MARKER • AT ACOUSTIC TILE PANEL EL ELEVATION INT INTERIOR V.I.F VERIFY IN FIELD A8888 --- --I I DETAIL MARKER SHEET NUMBER - - 8 8 8 ELEC ELECTRICAL QT QUARRY TILE VR VAPOR RETARDERI BB BEAD BOARD ELEV ELEVATION JAN JANITORIAL V,TO. VENT TO OUTSIDE BD BOARD EQ EQUAL JST JOIST R RADIUS VTR VENT TO ROOF ` SHEET NUMBER BLDG BUILDING EXIST EXISTING JT. JOINT RAD RADIUS t..- �1 DETAIL NUMBER BLKG BLOCKING EXP EXPOSED RB RUBBER BASE W WATT BUILDING SECTION TAG MATCHLINE - SEE: /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 88411 aliml 88 lk co `n BP BOTTOM PLATE FAC FACTORY SUPPLIED LAV LAVATORY REV REVERSE WD WOOD A8888 A888. BRG BEARING FD FLOOR DRAIN LB POUNDS REQ'D REQUIRED WH WATER HEATER SHEET NUMBER O KEYED NOTE BRZ BRONZE FDN FOUNDATION L.F. LINEAR FEET RM ROOM W/O WITHOUT BTWN BETWEEN FEC FIRE EXTINGUISHER CABINET LVR LOUVER RO ROUGH OPENING WP WATERPROOF kri BUR BUILT-UP ROOFING FG FIBERGLASS RD ROOF DRAIN WR WATER RESISTANT CA888A) DOOR TAG _ FINISH FLOOR LEVEL ALFLOOR LEVEL DATUM AEVI"olvs ri FG FINISH GRADE MAT MATERIAL ROW RIGHT OF WAY WCOT WAINSCOT 101.00 r v CAB CABINET FIN FINISH MAX MAXIMUM WWF WELDED WIRE FABRIC 16-OCT-2018 BUILDING PERMIT RESUBMITTAL is CB CATCH BASIN FIN. FLR, FINISH FLOOR MB MACHINE BOLT SC SOLID CORE W88 WALL TAG tot ISSUES u s ELEVATION TAG U CBC CALIFORNIA BUILDING CODE FLUOR FLUORESCENT M.D.O. MEDIUM DENSITY OVERLAY S.C.D. SEE CIVIL DWGS O, o • CFM CUBIC FEET PER MINUTE FLR FLOOR MECH MECHANICAL SCHED SCHEDULE PROPECT NUMBER DRAWN BY CHECKED BY ci CONTINUOUS INSULATION F.O. FACE OF MED MEDIUM SHT • SHEET 88 WINDOW TAG • = CJ CONTROL JOINT F.C.C. FACE OF CONCRETE MFR MANUFACTURER SHTHG SHEATHING 16761 KT RLC U CLG CEILING F.O.F. FACE OF FINISH MH MANHOLE SF SQUARE FOOT - C/L CENTER LINE F.O.S. FACE OF STUD MIN MINIMUM SF SQUARE FEET 88 REVISION TAG (.:18_81,.)-- MATERIAL TAG N CLR CLEAR FRP FIBERGLASS REINFORCED PANEL MISC MISCELLANEOUS SG SEMI GLOSS (SEE PT) ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY 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.O.I. MEASURE ON JOB SPEC SPECIFICATIONS a..+ CONSENT OE THE ARCHITECT. ROOM NAME 0 2016 HILL ARCHITECTS ai COL COLUMN FTG FOOTING M.R. MOISTURE RESISTANT SQ SQUARE ,,� UNIT NAMES UNIT TYPE CONC CONCRETE MTD MOUNTED SR SEMI- RECESSED ROOM NAME 2-D-101 --------- UNIT TYPE AND ROOM TAG 101 = UNIT NUMBER AREA TAG U CONST CONSTRUCTION G GLOSS (SEE PT) MTL METAL S5 STAINLESS STEEL 150 SF ..« UNIT ROOM NUMBER 150 SF---- UNIT AREA a a CONT CONTINUOUS GA GAGE S.S.D. SEE STRUCTURAL DWG \ GENERAL NOTES, z CPT CARPET G.C. GENERAL CONTRACTOR (&SUBS) (N) NEW ST STAIN ROOM AREA °- CT CERAMIC TILE GEN GENERAL NAT NATURAL STD STANDARD Ln CU CEMENTIOUS UNDERLAYMENT GI GALVANIZED IRON NIC NOT IN CONTRACT STL STEEL ABBREVIATIONS 66 CW COLD WATER GALV GALVANIZED NO NUMBER ST&L STAIN & LACQUER SYMBOLS GL GLASS NOM NOMINAL STOR STORAGE co GL GLUE LAM NTS NOT TO SCALE SUBS SUBMITTALS '-i GND GROUND SUSP SUSPENDED SCALE: 12" = ILO" 0 N G.S.M. GALV, SHEET MTL SV SHEET VINYL cs' GYP GYPSUM SYMBS SYMBOLS o GWB GYPSUM WALL BOARD ,_, A010 ,,.; .- _______ 10 • 9 • 8 • 7 • 6 • 5 • 4 • 3 • 2 • 1 10 ■ 9 ■ 8 • 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 1-I H1L = 0 40 0 0 ARCHITECTS BUILDING #1 :: STREET LEVEL • 1750 BLANKENSHIP ROAD Code Used - 2014 Oregon Structural Specialty Code (OSSC) --- SUITE 400 - .. Nates ---* BUILDING OCCUPANCY&CONSTRUCTION TYPE Height (Stories/Feet) Area EST INN OREGON 97065 F =_ i _ d� TEL 503 . 305 - 8033 FAX 503 . 305 . 8034 Occupancy(Mixed) I S-2 Parking Garage(enclosed) Unlimited Unlimited OSSC Sec 310.3+510.2 +Table 503 North Stair Roof - - - I - - - North Stair Roof I -� 58'-0" (Nonseparated uses per 508.3) • M Merchantile Unlimited Unlimited i West Rao $ir�hl -- - T 70 SF - - ' 56' 2" B Business Unlimited Unlimited East Roof - _ _ - R-2 Apartments Unlimited Unlimited _ • __.._ --- ' - - ■ 54'-0" West Roof Low Type of Construction I-A Fully Sprinklered, NFPA-13 OSSC Table 503 ■ iiim -- I - T - , 52'-2" Actual Building Area S-2 Parking Garage(enclosed) 6,290 _ _ - M Merchantile �_..... 1753 ( - I Er Level 5 Datum - ' _. -� B Business 567 dAdi Level 5 : v -- -_� - - �� _ - Level 5 Apartments 504 I - T'. R-2 IV 44'-1" 30.2 0 opeldng -45% slowed Z32 51 I I I 441-1" - , TOTAL 1 story 9,114 Ln . I - / - j ` - ActualBuildingHeight -- 1story> - !� �_ I , „ FIRE SPRINKLERS Type 13 Required -_ OSSC Sec.510.2.6 Level 4 _ _ d f____ -== _ _ - '_ -�:l - _ r, Level 4 IL r- 33'-10" II I I :i -`- i I I' 33'-10" FIRE RESISTIVE RATING REQUIREMENTS 11.11111.1=.11 - -' 75 SF �- - -I i / '\ � - 1= Structural Frame 3 Hour OSSC Table 601 - / I \ -'40 5F I ' - Bearing Walls-EXTERIOR 3 Hour OSSC Table 601 •F -• j-__•' _ _ < - - - 1 Bearing Walls-INTERIOR 3 Hour OSSC Table 601&602 ..,, - N _ / 53.3% oaenir a - 75% Ilowed r �4 . `- --- ■ •: ; ,; -- r - Non Bearing Walls-INTERIOR _ 0 Hour OSSC Table 601&602 non-combustible_ _ Level 3 _ .- ° ' , _ Level 3 Floor Construction 2 Hour OSSC Table 601 ■ 23' 7" - l I -` _ ; . -- 23' 7" Roof Construction 3 Hour - Horizontal Separation-Sec 510.2 - _ FI - -- Shafts 2 Hour _ _ Shaft Enclosures,Sec.713.4+510.2.4 _ / I Elevator Shafts 2 Hour Shaft Enclosures, Sec.713.4+510.2.4 - - - / - - - ,- I ‘.71111L Stair Enclosures 2 Hour OSSC Sec. 1022.2+707.3.2+510.2.4I. 1 h/� - - - - I-- • Occupancy Separations 1 Hour Fire Barrier S 2/11 ,S-2/R,R/M OSSC Table 508.4 4(rG� I ilii i II i is i I--Ffi Level' � ' � ---� . r ' i 1- a � - Level 2 FIRE PROTECTION FEATURES: u�� LL IV 13'-4'; '`tel�� -�� '':r.;" - _ _ N 13'-4"fait1. AUTOMATIC FIRE SPRINKLER SYSTEM TO BE DESIGNED AND INSTALLED AS REQUIED BY OSSC 903 AND NFPA 13. 1 .i.. I t �.: I I : lir I2. SUBMIT SPRINKLER SYSTEM PLANS AND SPECIFICATIONS TO LOCAL JURISDICTION FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. I► - 11 1 I 1 L.: ilii • - •- I I I J l I I ._ T f i [ l.. _1 1 a '' 1`i a, \ _�. I I L I 1 . I -L----� .r 7 .. 3. SPRINKLER SYSTEM TO BE FULLY AUTOMATIC AND MONITORED. ' . I IJ Q. . . • 1 , '•- °- J l._ I I `I II J 11 l I1.. II:. 1 l '.` I4 , 11 I 1 - I_Li OF �Or-de � ' � - - - - - - - - - � North Stair Lobby eh -- _ ItDINPAD f I II 234'-0" • ■ immmimmomi /-- BUILDING #1-B :: LOBBY FLOOR thru FOURTH FLOOR 1.64114Code Used - 2014 Oregon Structural Specialty Code ( OSSC)10 4.2 INotes BUILDING OCCUPANCY&CONSTRUCTION TYPE Height (Stories/Feet) Area Occupancy(Mixed) R-2 Apartments i 3/50 • 12,000 OSSC Sec 310.3 +Table 503 H (Nonseparated Uses per 508.3) B Community, Fitness, Roof Terrace 3/50 - 18,000 And(Separated Uses per 508.4) Type of Construction V-A Fully Sprinklered, NFPA-13 OSSC Table 503 w w - - _ w BUILDING AREA Allowable BuildingArea z 2 LIFE SAFETY NORTH L L L VAT I O N per Story(most restrictive) 12411 sf OSSC Table 503 Actual Building Area per Story(largest story-level 2) 9,411 sf Level 2 v U • A090 SCALE: 1/8" = 1'-0" Level 2 I 9,411 p Level3 9,301 C0. Leve!4 9,300 < 0 0 Level 5 I 8,239 B occ:1485 sf, R-2 occ: 6754 sf ‘,.i ■ TOTAL 36,251 ■ w n III el el 4 0 BUILDING HEIGHT ! R-2, B Separated uses 4/70 7 12, Z Actual Building Height 4/57 Sec.504.2+510.2 w '3p � I f d , < I FIRE:::::::ATING 13 Required 055C Sec. 504.2, 1021.2,903.2.8in IFIRE REQUIREMENTS o West Roof High , I - �� Q 56'-2" Structural Frame 1 Hour 055C Table 601 "--� I I East Roof Bearing Walls-EXTERIOR 1 Hour OSSC Table 601 7 i; I - - I --I 54'-0" Bearing Walls-INTERIOR 1 Hour OSSC Table 601&602 [N - Non-Bearing Walls-INTERIOR 0 Hour .OSSC Sec.705.8.1,exception 2& N- OSSC Table 601&602 _ Non-Bearing Corridor Walls 1 half Hour _ IOSSC Table 1018.1 - _, -4 - - - - - - _ a - Floor Construction 1 Hour OSSCITable 601 ■ A Level 5 II _ _ I - - Level 5 Alki Roof Construction 1 Hour OSSC Table 601 ■ 11-1 44'-1" I 1 44'-1" Shafts 2 Hour Shaft Enclosures,OSSC Sec•713.4 HI- THIS WIDTH SHOULD BE 3" -10-1 I Elevator Shafts 2 Hour Shaft Enclosures,OSSC Sec.713.14 I 'Ili I Unit Separation Walls Hour Fire Partitions,Sec.708.3,420.2 _ Unit Separation Floors 1 Hour Horizontal Separations,Sec.711.3 I Stair Enclosures 2 Hour OSSC Sec. 1022.2 &707.3.2 Unit Separation Walls 50 STC Air borne Sound,Sec.1207.2 _0Level 4 II , I Level 4 Unit Separation Floors 50 STC Air-borne Sound,Sec. 1207.2 33'-10" [� - 33' 10° Unit Separation Floors 50 IIC Structure-borne Sound,Sec 1207.3 1I u - - - 1 HR. EXTERIOR BEARING a I2 HR. FIRE 3ARRIER TYP, WALL W/INTERIOR II a i _,I FIRE PROTECTION FEATURES: I -; EXPOSURE ONLY TYP. I 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 J_' r Level 3S_ 3. SPRINKLER SYSTEM SHALL TO BE FULLY AUTOMATIC AND MONITORED. 23'-7" -[i - _ - 23'-7.. 4, - I 1 I 1 _ I r I 1 HR. HORIZONTAL ■ i SEPERATION ■ n• r 3 HR. WALL TYP. ALevel 2 _ l Level 2diL 13'-4" ■ ■ a ■ B i - -r. _ •.1°'7'• 13'-4" im I, -F IN_F TI I _ ■" 3 HR. HORIZONTAL SEPERATION - • iL_ I.f IM .0 _ ■_ - z ' 1111111 111 11 lillICI -- t i- liiii .:1=f:i f 71 l'=: , _ I I I I� III I.. .'m: - - - - -- - - BUILDING PADAL ca -IL' s. I I I ! I 2341-0" t0 ' .• 'I I REVISIONS r-- CO rrl 11111 0 v II 1.6 16-OCT-2018 BUILDING PERMIT RESUBMITTAL S- CO (0 U Cimmill _f3 • ■ PROJECT NUi,\115EH DRAWN BY CHECKED BY II 16761 RC RLC va U I l0 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE r\ SAFETY BUI [. DING 1/40 f Z 11FF [ THE ANPU8EDEHITENOT BE DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN +�-� CONSENT OE THE ARCHITECT. • 0 2018 HILL ARCHITECTS 090 SCALE: I/8" = 1'-0" ccU a CODE SUMMARY 2': a Tr rn a N • co Q mmiummimmi N al a; A090 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 • 4 • 3 • 2 ■ 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 p-1 HILL x ARCHITECTS = 1750 BLANKENSHIP ROAD SUITE 400 WEST LINN . OREGON 97068 TEL 503 . X05 . 8033 FAX 503 . 305 . 8034 ■ ■ 19 0 0 0 40 0 1.60 4.20 L.D I I I I I I 1 I I I PROPERTY LINE PROPERTY LINE ,,, I I I I I I W I I I ■ �� , a. �� w^r s I ..1k w� i 111. , , IMIIIIND illikvie2,� ■ 0 ._. — — — _ — — — — — — �.� — — — - I0 0 M 1 2 -. 7 . • 7 If I a a iiillililil "fr1 411 !' 0 - Nts. a • i .• ► or if, ,... _ . 0 i • IL. 71 , - ft MM ,. ® ei. -. I I` 1 n I OPENING IN CONCRETE WALL I 0 ei ,� 1 n 07 1 1 E, Lll 0 ——.I — ® P I _T_. ( s: �- 0 �� ~ 1 R. EXTERIOR NON BEARING W/ - OCCUPANCY u, no mi imi mi L ,�D E POSURE FROM INSIDE ONLY4 F U PROTECTED P : 0� OCCUPANCY 0 ECTED 0 ENINGS OF 2 HR. FIRE BARRIER TYP. � � 11i I e AILLOWED UP TO 45% OF WALL B o•I .•b AREA PER IBC ABLE 705.8 • ELEVATOR I o 10 010 I' I - ELEVATOR ■ q f 1r 1 HR. LOAD BEARING TYP. - - EXIT ACCESS-CORRIDOR I ; 1 Is '' EXIT ACCESS-STAIR ■ EXIT ACCESS-STAIR f t - - - .! I • �� ■ • • • �; 1 HR. EXTERIOR LOAD G.4 - - 1 : j I I w M .R-2 I II:1\ 1 HR. EXT. RATED INTERIOR _� -- — BEARING WALL WI EXPOSURE - - EXPOSURE ONLY TYP. © _I FROM INSIDE ONLY I 0 . S-2 lib ImoI ■ ■ . I Q r..- x IL] V. ___V Z 1 HR. FIRE PARTITION j V _ :l w ,,, 4111 , I BETWEEN UNITS TYP. f1 Y _ J CORRIDOR Q � - - - — - - - I„ 254 a MI sem _ LI I • z O O I I 1 HR. FIRE PARTITION TYP. ! I I I I. NJ... IME .♦ I I I P �. I ! F.4 - s : • W :-, Clir5--- 1:111711:mmi:mm. 'Lir 1 6<!-1.1 Gf— ---11 • 4110 II 11 1 ,. / _i _ 0 I 04sE is it Nitiremt-t-f-4.61= ‘: Z z • 1L IN - 1 1 > ° w N.. ter. I a NNi‘ I:; - .< Y Nik o0 ' ._ .. — I - - -- - - - - - - -- - 1,. .1 - - - 0ovf\‘ c...1 _.,_ I� CORRIQOR `� I--�-{ 0 CI • 250 L%N.TIkINI7N4:* — 17 gli I J3 3 HR. WALL TYP.IT iiy ` �i I• - 1 -- . L --- -- -- im.• --=-- --a ..,J . © -- —I- -- -- -- -- -- -- A090A _ A090 A090 Wi - A090 PATH 26 I • ©mo� �rr..O 40'-4" a1 C.6 - - ,1 I - ■ lowimi ---I II I I THIS WIDTH SHOULD BE 3" . tr - a r1- ED - - - - - - - - 0- 0. I I_-_ __ I El11 L_r_ - 2 HR. FIRE BARRIER WALL On - _ ( Y — -Q- lI TYP. I I • cl L.) 0 ' I 7 • -0, - o o a N PATH 2B : , ,, I -- - - - - B.9 in Lii ''''-' 0 4 C±-- rA i) , , . Lil MI M = . IN a I I w 13.6 10 mi4/ ___. _il . i • 1 I _ -L-] 1 . rI I 0 1 10 01 e- r� ' um Iw—-— —� ME � Fill ® -n - B B ■ 1 I1 I I I 0 - ® I • m X + ® I 0. - -- - - , -- - - L- .. _ _ -_ II - , z I - — A A - - - -- - - - - 1,14 ■lli.E.1111I ihs tli >,iIIi1 ilia - - � I I N r---A REVISIONS re) I I I I ---r— I -10 II 16-OCT-2018 BUILDING PERMIT RESUBMITTAL to ISSUES I I U C 0 ■ I. PROIECT NUMBER DRAWN BY CHECKED BY =1 1 I I I I I I I I I 16761 RC RLC u I Ai.DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ND I THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MM 1-1NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN ' I I I I I I I I I I CONSENT Of THE ARCHITECT ®2018 HILL ARCHITECTS Ie U 4 1.6 1.90 0 4.20 a STREET & SECOND LEVEL z 0 0 0 0 PROJECT PROJECT N NORTH NORTH CODE PLAN 65 E11 ori QO 2 LEVEL 2 LIFE SAFETY PLAN * CD STREET LEVEL LIFE SAFETY PLAN 10N ,� A091 SCALE: 1/8" = I' 0" �� SCALE: 1/8" = 1' 0" ��c, P% 091 a 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 1—i HILL ARCHITECTS = 1 750 BLANKENSHIP ROAD SUITE 400 WEST LINN . OREGON 97068 TEL 503 . 305 . 8033 FAX 503 . 305 . 8034 • ■ t.D 0 0 0 40 0 0 0 40 CD I I I 1 I I I I I I PROPERTY LINE PROPERTY LINE 1 I I I I f I I I 0 --., - - - - . 1.14. 1\ - - - - - - - 00 - - - - - - I I 2 HR. SHAFT WALL 0 I I I I 1 BETWEEN ELEVATOR I I ' � � �nn AND EXIT STAIR TYP. �� G r._. - _ - , _ _ .i �_,—,� — — — — ,� ® �, J r �� • iii, 111 _ I I I I M, 1 ,,� ,� x , i r,' ' . _ . _ b... ______,m , _ — — r_____ _i________1- =- 0 lie d -of —, I _ OCCUPANCY OCCUPANCY �� / oi ______ i 1 2 HR. FIRE BARRIER TYP. - OF a I1 . ELEVATOR 1 2 HR. FIRE BARRIER TYP. I = ELEVATOR ,..4., o EXIT ACCESS CORRIDOR 01131 _ EXIT ACCESS-CORRIDOR r , • 1 k -.', 1 HR. LOAD BEARING TYP. ° _ I 1 HR. LOAD BEARING TYP. •°ID ■ "" -STAIR f� EXIT ACCESS-STAIR ■ Ji it a1 ,n / _ 9 EXIT ACCESS S A R I 1 ill i - - - ' q r R-2 I R-2 1 HR. EXT. RATED INTERIOR ©�_r 7..i' i3 --- 1 i 1 HR. EXT. RATED INTERIOR �� 3 . 4IV EXPOSURE • 0 ONLY TYP. F . .. ...'I 1111 EXPOSURE ONLY TYP. I • r 1:1-3 V • 1 HR. FIRE PARTITION I 1 HR. FIRE PARTITION I w LL, ID _ _ a ° BETWEEN UNITS TYP. - 0 0 _ 1 HR. EXTERIOR BEARING BETWEEN UNITS TYP. ■ - -- •_0 - / . -4::z €1 p- 1 ■ — - J ��C� 1 WALL Wi EXPOSUREr., I W 111 ■ _ • Q - -- 1 • - . Q _ FROM INSIDE ONLY TYP. z I I CO _ _ 1 _ ill I a r - 4r, , -i p — u i 0 in I o 5 g ._i < ... , �. ¢ < ... ..... ..,:t r.„. ..__.. ;~ t7 0 L • . co.......- .a N I I a)N ' � I I , H a .1 s= w z z _ 2 HR. SHAFT TYP. u, C L_ 0 oirmo:m.==== ill II. __ ) ' ' - — n — gib Z I --------- il - 0I ❑ k 1_, o__Q_ _ f N L PATH 4A �" PATH 3A La r �� _; alp alp alp alp alp me ' �- ----1air w — i — — T I •< 0 — _ I 201-10" a - ----i--- -/I - _ _ SO _ _ I I ¢ ' . I --(ill I : 0 # �` PATH 4A # -- I ` PATH 3A J a. I� alp alp alp — — irr OM alp alp alp Ir W alr r ale alp alp alp alp alp Z -- 25'-8" J 25'-8" 0 N 1 I D - -I if ' ill I - p [r I ° l 1 I. A090 A090 —— IT _I ....... 1 ..... _ L._ i_ A090 'ft i ■�■ . A090 PATH 4B PATH 3B — NO ik p—._ —.—p 40'-4" r m ©.:;_ ��.0 ,- „ • 1I , 40 4 m, ■ i I I = `? I THIS WIDTH SHOULD BE 3" -� OD • ii 7- < ,-r_iiiiii a. 1 LJ '_ 1I — I I u 411 _ _ r o p __I m "' CD PATH 4B — LQ o a11 141 mcr63 a `� • ill _ _ ., —Cr7 0 - PATH 3B 0 4 raliglealli0605WAAger 7 , 1 3 � I ��, 3 - t 7_1____.._ • 0_11_ + _ : riLl I-,r:c), ‘..,i ' '' -11 Lil 0....... Lir. imm_=== 1 r 1 1 cm I 3 TT , , _147i_, 1 k 1,k , __ 1,1 TTA Ix - ioprtp I 4 I , - 1 I I , •1 B - - - y 1 B - - - L _ _ - - - - 1 I co 11 I � 1 i I I �ii1 1I co — 1 0 _ _i . A — — — — — — — — — — — — A II A — — — — — —- �-- — . ---_- -_ .-- - ,. " — — — A VISIONS m I I I 1 I I I I I I in 16-OCT-2018 BUILDING PERMIT RESUBMITTAL ro lssuEs u c .■ PROTECT NUMBER DRAWN BY CHECKED BY III• ■ I I I I I 1 I I I I 1 16761 RC RLC cnU I 1/4i7 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 > I I I I I I 1 I I CONSENT OF THE ARCHITECT ®2018 HILL ARCHITECTS Qy c -- MimMEMOii=i=miimENOMmiiMU a0 0 0 400 0 004 ¢ THIRD & FOURTH LEVEL PROJECT PROJECT CL Tr NORTH NORTH CODE PLAN 66 >n co �' C2) LEVEL 4 LIFE SAFETY PLANN10,_ i LEVEL 3 IEE AFETY LANlir O▪1 SCALE: 1/8" = 1'-0" A092 SCALE: 1/8" = r-0" 0 co A092 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 I 2 • 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 ... _.... p-1 .........„ ........„ HILL ARCHITECTS = = 1750 BLANKENSHIP ROAD SUITE 400 WEST LINN . 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FIRE BARRI3�TYP, ■•■■1■■1■■•■�■■1■■■■t1■1•■rll■1■■fit■■1■■•■1■■t■■■■► B ,.r_--I- ----- ' • ■11111■■■111■■■■■111■■■■■11•■1■■■1■■■■R■11111■■■Iii■I 'V ■■■1 l■1■■■I11■1■■■i■■■!■■■1■■■ ■1■i■■■.■■■11■i■■■1■■■i■1i■■ • ■■1■■■I■I■i■■�l '� ___--1;_-- - ■ MIMI xa = I� �_-_ ELEVATOR -.,' � ■■1■■1■■■■1■■1■■■■111111■■ 11■Ilf■�I■■i■■!■I■■I■■■■1■■1\� 1� ■r ■■i■11�■1■� I■I �■�-: _. ■ I■■■■I■■I■■■■Il■1■ I■■■■■111•I■■■11I11■■■1 11■■■1�■■■11■111■111111111■1■1111 1!■■■� ��■ i ■ •■11■■1■■■immu■■i ■■111■111111111NI ■•■1■I■II■•■I■1■ ■■IIIIII ■1■■■1■■_ _ _ - L.1111•■ 1�� ■■■■1■■■I■■■1■■■1•l■i •i■•••1■•1■•■•1�i1•• ■1■■I■■■NIIIIM■•■111111■■1111 ' _ �� ■ ■ EXIT ACCESS-CORRIDOR _1/1/1/1/_---.� _... _ .i■■I•■1■■■■1■■1■•■■1■■■■■■■1■■1i■iiii I I .............0.11 „ : 4 I _ _' . 1■■■■■•11•■■■■■1111#■■■III■••■■III■■ - I IIS III III PII I III I 1 J I`_-'� IUIIIf� 7 a L EXIT ACCESS-STAIR ■r ' 11■■1■1111■■■iii■1■■■1■I■■■■■1■i■1■■■ I I 1 I 1 E 1111 11►�- ■ 1 . _ • ■■u■■■■1■■■•■■■1■•1■■■■iiuuuu■I■■ IIIII I - •I■■■I■III■■II■III■■mumum!■' 1 HR. EXT. RATED INTERIOR ._ ^ � J '._1/1/1/1/.. ■ T ■u■IIi■■■■■111■Il■■111■■ ■111■■■ ' L _ _ k■•■■l1■■•I■111 ■II■1►. ■� EXPOSURE ONLY TYP. ©;� I R-2 ■■■Iu■1111.1•■■II■■111■■1■■■111■■ ��•■I■■■■1 II■■■■i••I■■�■ ■ - ■■■■1■■1■■■■II■t■■■■1■■I■■■■1■■ _-I ■-'■■1■■■1•■■1■1■1■■■11.1►. ■ - III•I••■Il1■11■•111•ll•.I11■l• I I r�. �� Lim �- I , 1■•■I■■■i•1■1111■111.11111■1■■t �o Mktg I - •. ■ V I IIMIMI1��11AI��►�■ - 1111; ■■1■■■L1■■1■■■■1■■i■■■■1■■ L-= Ihni■tel■i■■u1�■I■■■1■1■1■■LI - l■ ■ �r >n :�( • - ,. D _-■ = . _._■■IIII■I■•IIIIII••I111■■■ - I■-■�- =a■■ •1 ■III••11■II►. 1 HR. FIRE PARTITION - - w LL, -�� _ ■i■1■n■11■i■■■i■i■i■11■ �- - -�- T - ■�■�� BETWEEN UNITS TYP, - ° p , -� ,T �I w 11111 ■__ _ ■ I I I I I I I . . I - - _ - 4- �� ,�� . _- f I I. I I I f I • 1111■ • I z ■ �� I r — II 1k 11 JI II II 1#I l UI ,__ _\ 1 I11■I■1�■■I 1■�■■■II■■■I■ -`I I AIM■ �-Lr _�- �--..� t ■ ■1■ /- _ -- ` r- Ln l _ 1n 11.11■UI• ■ ■111111 _ 1N■N��WWIAI��■ f -p __,-k__ ...m.-- ffir - ___ ifl■i•1■111 1111■Ii•■ - _ - _ rI�■■11■ ��-- � I � - \ _II■ � L ¢I� ,11�1f�1�■1�I!� _' � - ti — iJWi : / a ■■ ■■1■I —� I ---�: pi _ I ►�■ ' - I 11■•i1■ I I C �! ti o •I1 • ■i!■■1■di = .< E-= 4 _ _ j ■■1■•1■■•■1■■I•■•■1■•I f. �, _�� 1 •■1■■ _ - --� - _ I .- _ \ 1 I I I 1 I I I I I 1 III I I ■■■1■■■f� w z .:.r- s-�-�_ ` / 1 J �� –� _ 1 1 II I� I ■■1•■111. — > > ti _ __ - -_j_ _- PATH w.r j ■I •t■■■■■ . . _) Q Q .� - — - I __ –_–� r iiiIiMIL- °z Z _ -- 1 �- + I0 I �'� + ■i■I X11► 0 Z n n r - J � H _ d 1 - r`- IC . _ ....ii.0 --t: — 0o I0 0 _ � :=.- ____ — — — — — zc, IT ii k • 411 _ _ __ _ I i__, ___I .. _______ (2, ,___ , _ 1.: _ _ __ ___ ____. ' -M2 Z ______ _ Em - �- �� ` - - _ ■— I_ , - - .00. 1- mmima :- _J_ I _ 1 I 1 1 _ _L , , ,. / _ 71 , 1.J / r."'ft 41 I_ . _--I-- _ �i i • A090 t [ ll �l 'L �I~ �1 A090 if 1 L E ■ ■ .�\i I 1 I - ■moi - 10 ■ 9 is 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 Pal HILL ARCHITECTS = 1750 BLANKENSHIP ROAD SUITE 400 WEST LINN . OREGON 97068 TEL 503 . 305 . 8033 FAX 503 . 305 . 8034 I • • I \ Aft A110 Ii\ \ \ COMPACTED GRAVEL WALKWAY CONCRETE STAIR W/ ca WOOD BENCHES END OF 5' FENCE RETAINING WALL STEEL PIPE HANDRAILS �' \l(-///) I N` N RETAINING WALL N BICYCLE RACK {�] ELECTRICAL Q ?� 13 RISERS @ 6"AND 12"TREADS TRANSFORMER TRASH AND RECYCLE ENCLOSURE CO W W (6 SPOTS) EQUIPMENT �r r' NJ,236.84' 238.34' _ _ - - - - PROJECT LOCATION & DATA I � � f � - "' - _ 244.50 TOW I_ II- � - T - ..- - - - ,� TRASH/RECYCLE f' ) _ / --' - 35 a 244.99 F5 I .\ 11740 SW 72ND AVE.,TIGARD,OR 97223 F- T r 1 1 245.47 FS ------/// �� , / (� J l l I 4_ DOwN I \� I I BETWEEN CLINTON AND BAYLOR STREETS 235.26 Fs "` - �E28,25 5%- z38.75 F5 , _ i \ _ _ I 2 I SITE ACREAGE: 0.59 ACRES LI • I I1MPEN. _ 1- �M • .MINITIN - . - ' . .4 I .. , . , ._,.,_1245.8fl• LEVEL FOR- 4� 24.08 ACCS. PATH \ SII - \ FS �■MI J. I �] BUMPER OVERHANG I _ --1- 2a TC\ PARKING INVENTORY = _ 235.62 FF I-- N\2\ FS � , * 1 or,, , "`r . 23 N58 IRGARAGE VENTILATION GRATE I - 7.24 244.96TCI SURFACE • �. O CF rr1� 246.80 row �- I STANDARD SPACES 23 • 4 ,�, I � ' `235.10 a I I ACCESSIBLE SPACES 1 LLOYD ' o j . 235.19 FF J ,ia� t - (FUTURE T.L) I a GARAGE +� a . x r r4 rW IL 4.7°� �\ I 1 BICYCLE RACK ' 244.10 Fs 1 STANDARD SPACES 17ciz 46'-0" i' - u �I DOWNSPOUT J I ACCESSIBLE SPACES 1 ' OF 40 5'-6" \7-161" a- 2465.30 TC _ , I TOTAL 42 111-0" j 11'-0" 0" 13'-0 �- 245.80 .___ 233.68 246.63 FF A246.35FS I ��' ' CARPORT- 6 SPACES ■ • FS 246.59 FS + 1.1% 46.90 l • 11 (AT 2ND LVL) L 2 .40 Fs �I I (HATCHES) APARTMENT INVENTORY z ' jI 246.80 TOW , . . \\141 STREET LEVEL 2ND LEVEL 3RD LEVEL 4TH LEVEL 5TH LEVEL TOTAL 4\7% • 244.10 Fs zI zLU / I \\ ' ' COMMERCIAL 3 TO 4 0 0 0 0 3 TO 4 .,�, g s F mom I \� I TYPE A ACCESSIBLE STUDIO 0 1 0 0 0 1 Z -' 0 1'; . L I ._. __, ! 1 I BICYCLE RACK PRKG GARAGE a 159II i ' - ' --- 7 I I STUDIO 0 5 5 5 0 15 w W W I ► 4-, 233.10 ! 1 1.0% Q __I- 245.4OTC �'I - '.�� c ONE BEDROOM 0 5 6 6 2 19 9 -- I I 244.94 Fs 1 ' IFS TWO BEDROOM 0 0 0 0 3 3 H o FS 234.14 I t A110 f f FS �--I 234.30 FF L_ i I J I I L.---\ i iI 234.26 FS - 22-o" ( TOTAL 0 11 11 11 5 38 o �� (FUTURE T.L) i ( 112\- 245.0: FS I 5' FENCE .4 BICYCLE RACK r j u O I -> a 1 z s6 Tc \-- NP c4 I 'l7 I ' zaa:s5�s 45. Fs ADDRESSING • w 6L.,- Z � w t r- I APT. 201-211 SECOND LEVEL UNITS 201-211 Q Iw �_ y I I CONCRETE PLANTER a / 7-0i1 �_,56'-0" • \ I APT. 301-311 THIRD LEVEL UNITS 301-311 N o CV j a 181-6"TYP. STD. SPACE 4, 0 ; 18 5'TYP. STD. SPAC E I�, APT. 401-411 FOURTH LEVEL UNITS 401-411 - -, a &.' J16'-I" \ N \ Ij APT. 501-505 FIFTH LEVEL UNITS 501, 502, 503, 504, 505, 509, 510 I i 1 11 232.70 245,D0 TDt 243.00 FS I i DOWNSPOUT f FS - ! a ' I 11714 SW 72ND AVE COMMERCIAL SPACE - GROUND LEVEL UNIT 130B a n a+ 24 .5' I I-) 1 I \ `\ 11734 SW 72ND AVE COMMERCIAL SPACE - GROUND LEVEL UNIT 130A 4.8% IIIIihk\ 11740 SW 72ND AVE APARTMENTS f BICYCLE RACK 22.50 FS N I 1:754 5W 72ND AVE BEAUTY SALON - GROUND LEVEL UNIT 120 a r -1 W I I CARPORT-6 SPACES I I1I774SW72NDAVE COMMERCIAL SPACE - GROUND LEVEL UNIT 110 I f Mil � (HATCHES) I � 2 RISERS @ 6" I i ■: V 233. � 234.70 FF ■ 1 232.05 I 233.30 FF 234.66 FSAT S STAIR I \ I 244 00 TOW a THIS WIDTH SHOULD BE 3" _ FS 233.26 233.26 FS (FUTURE T.I.) �t3- 7 I 234.75 i _ • 240.50 FS I I 234.96' 242.50 IFS \, \- FIRE PROT ON I 23$ 2 12 TC `I I WATER VAULTI c 242.51 TC * L_ - , I 242.01 F5 242.. FSN. I 1175_1 I O DOME C \ �\ ---- 233.26 � � n --N,ITRUCK TURNAROUND .._< / c.) `yWPTER VAUL P A R K I 1 G ENTRY _ , _ I v [iklJ P ANTER PLANTER 26'- a" I PLANTER PLANTER 240.50 FS I Li 237.50 FS t ` - I 3.3% 234.67 FS -/ 14.1% I L 242.40 TOW (T5% / 0 A 5' FENCE 233,0; 234.60 TC/FS CONCRETE STAIR W/ 241.73 FS i/ I 4^ STEEL PIPE HANDRAILS 14 RISERS @ 6"AND 14"TREADS ^' I / 4,111 -;* . I _ .ki) _ _ _ ._._ , dt---- 4,0 ■ STRIPING I f / if,> `a 232. 8' 40., / - z �\ / \ 1 4 \ 11m. --\, _ -----__ 1 ,di Prei › ---"7- o \\IN1 PROPERTY LINE rn 239.00 TOW I ` TURA ROUNSAL RDUCK I - - - MI - , 236.40 TOW cnn 235.60 FS RETAINING WALL m I'1• 3 I o - m m I I kD � illi REVISIONS I , � ) \ M --_ I I I 16-OCT-2018 BUILDING PERMIT RESUBMITTAL It3 I I I ISSUES C \ ' L _ _ „ _ _ __I .............- ,E. QI ■ 4\1 i ! : , . I ' �- TRUCK TURNAROUND ■ PROTECT NUMBER DRAWN BY CHECKED BY j 16761 AO RLC U �I PROTECT 1.0 NORTH NORTH ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE tr..0 THE ORIGINAL AND UNPUBLISHED WORK Of THE ARCHITECT AND MAY r•-I NUT BE DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF THE ARCHITECT. ®20IB HILL ARCHITECTS Iti C) 1 SITE PLAN 1 A100 SCALE: 1" = 10'-0" vir �, SITE PLAN E a n an Co i,- co 0 N ol 0 A100 .L... 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 • 4 ■ 3 ■ 2 ■ 1 iimismimimmimlimmimm H HILL ARCHITECTS x x 1750 BLANKENSHIP ROAD SUITE 400 WEST LINN . OR.EGON 97068 TEL 503 . 305 . 8033 FAX 503 . 305 . 8034 ■ ■ tD o ■ ■ N PLATE 1/4" x 4" x 10" WELD TO 2" , 4" / FRAME CROWN FILL 3/4" DIA. HOLES,TYP. - -I -I• +3'-0" s. + -f I ivy ABV. F.G. S �0 GRID �I . "- 6" DIA. STEEL PIPE BOLLARD, PAINT(2)TWO �� a I 1/2" DIA. SLIDE BOLT. COATS TRAFFIC YELLOW I r"-•• ALIGN SLIDE BOLT W/ -- 5/8" DIA, I.D. x 1" - " - FILL STEEL PIPE WITH NON-SHRINK GROUT. ft 110Th ' CANE BOLT TO CONTROL e LL 'ice . I WELD TO PLATE,TYP, CANE BOLT RETRACTION PLATE 3/16" LOCK HASP SLOPE TOP OF FOOTING AWAY FROM BOLLARD 1/2" OVERALL '� /� 1 't AND STOP WELD TO BOLT PAVING ei s� PLATE 3/16" LOCK WELD 4" 4:. 4" f I } TO PLATE h OF pV 5/8' DIA. I.D. x 1" PIPE . • _ WELD TO 'L' FRAME,TYP. • 11 X111 • 14=III " STREET LEVEL- SUITE 140 STOP PIN REST1/4e.E a °D 1= I 1 • - 1 T 2,_0„ STOP PIN ` , II= I CONCRETE FOOTING _ ■ lommimmewww - a, I 1=111=11 II II 1!I I II ', STREET LEVEL- SUITE 120 +130 1!I �'�-"-. I 1—{11 iH •- .• ------- 1,_0„ \-. �� -I —�If=1 =II 4`• `. ..4 - lI II11I111111II1111lI 1,11 , , �� I 1i11I111111111111 .�. •,-a ' STREET LEVEL- SUITE 110 1" DIA. I.D. x 6" PIPE SLEEVE — = - — ——— — 0 / (./ �- ' / H fV Z w SECTION VIEW ELEVATION VIEW . o 11 RAIN CHAIN SECTION DETAIL GATE LATCH 13- BOLLARD Pico o A110 SCALE: 1/2" = 1'.-0" A110 SCALE: 1 1/2" = 1'-0" A110 SCALE: 1/2" = 1'-0" 2 W < (.3 0 1= LL 1..iw • ■ W Z z fi'-0"ABV.F.G. CONT. HORIZ. 8"x 4"x 16" C.M.U. SLOPED CAP n o 0 L 3"x 3" x i/4" / \ / (2) #4 REBAR Z N I— ti EN WELDED FRAME AND - #4 VERT. REBAR @ 32" O.C., w DIAGONAL BRACE Irl .- (2) #4 VERT. REBAR AT CORNERS o 0 Ill STEEL CAP31) Nr 16 GA. X 1-1/2" WELD AND GRIND FLUSH I FLUTED STEEL DECK, 7 �vCAP EXPOSED -..- ;po c EDGES. • #4 CONT. e 4' TS COLUMN 6"x 6"x 3/16" FILL 1 ilii 1 > t - 7- WITH CONCRETE Tv-- 8"x 8"x 16" C.M.U. SOLID INTERNAL STORMWATER PIPE GATE 7 '' GROUTED --' CN BROOM FINISH 6"x 6"CONCRETE GRID FLOW THROUGH PLANTER ';= CURB, SLOPE TOP TO SLAB, (SEE CIVIL) 1 N STEEL HINGES WELD TO FRAME • r ' = �_' 1/2" OVERALL \ AND TS,TYP. ,<;� BROOM FINISH 6"CONCRETE - 2" FREEBOARD I I PAVI G �� r '/4%, SLAB WITH WELDED STEEL WIRE ■ _ %- FABRIC ON, SLOPE 1/4"/FT, MIN. ■ milmlimmummowinomm 1 as 6" MAX POND 1 / \ FINISH GRADE -� +'_ TO GATES U.N.O. I� THIS WIDTH SHOULD BE 3" �I �°_ : ; •-d - if II R A - - . . 4! •1 l= I P•I - - ,. °• In •.1.. .':.I ..:- /41. FINISH GRADE 0 SECOND LEVEL : `� WALK NG SURFACE [ -- -�! I a . - Ti,r�� I _ -__-a-_ _ J = -- _ a -- • , .2 1 :+_ •f -' = �,, ,�I . __ #4 CONT, HORIZ. REBAR AT CURB —1IIII' I . f fi ,- e I 1—II - : a ; 'a =1 I1=1 I I = C. 11 I #4 DOWELS RIZ 8 )AT 32 CUR - - - - _ < 110 °,I-. -�Ia . !I 1—I 11=!I I !11=i 11=!11=1 I I 11 I III: - ��-o�' L I-i 1 I " i ::I III-1 E I—I 11=1 I I=1 I i=1 I I=1 I rLI != = I 1=I 11— 1=1 I III=1 I 2 #4 DOWELS AT WALL CORNERS : a o SIDEWALK \' _id. -= ( ) �)/;////'2 j- ,:II say - —-- ' M 4 I ' 1=III—III— III=111I I I=111=1 I 1=11 I: —I I—I I I_ I I = I—I I I Ell-1-1 I-1 f 1=1 11=1!1=1 I El I =1 I I= Ell-01E111 11=_—(fi–I!1=1 I I I —i I I-111=1 I IIIIIII—I 11-�1!_ — =1 111 11111-1 1 1-1 1 1—I 11— '-' .-°•:i.. .. , ,. „ \ - ' •° le' •` III =11 1 1111111 I IE–III 111 111 e . - - -- - 1• 6 �:'4 — — — APPROVED SUBGRADE, BUILDING TO MATCH I •.= --p 'a (6TRASH ENCLOSURE ELEVATION 2 TRASH ENCLOSURE SECTION C6) SCALE: 1/2" = 1'-0" A110 SCALE: 1/2" = 1'-0" I ° !. • :4 a ' _. a 1 _-, -.. - _ - . • . -d •--': –. . . _ .. .. : . ' I 20'-011 � + ,-• .4 �•`%17 CONCRETE SLAB " :•' •i WATERPROOFING .I t ` r /// ////////////////// I.••�-sk �._ / -i 0 6"x 6"CONCRETE CURB _ f W 114114 U - ° 4 . ---1014,01 �l i /)3'-0" 6'-8" 80")IJ 3'-8"(44"} 6'-8' (80") 1'-0 e„ 0 ..� .�. X aim a. ` / -f— 7 t 4 ��,��: GRAVEL BACK FILL = /. 1 C •• �� T.ASH -6, CO-MINGLE GATE POST @� • • / - 7 ;� - RECYCLING - / P vIsIoNs ":• �i �. / BOLLARD `• •,��• 16-OCT-2018 BUILDING PERMIT RESUBMITTAL o PARKING GARAGE a-_ �: ,��i / PLACE TO ENSURE GATE CLEARANCE / - - GATE ISSUES 4 lit"III, FOUNDATION DRAIN // 1 " �--- I` PROVIDE NECESSARY BRACING AND wilmoimimmiiimmi c ■ _ 1 ��2�� ' 0I Ir-NI 1 WHEELS AT GATE FOR STABILITY AND • PAoIECT NUMBER DRAWN BY CHECKED 8Y : 11` x•% J GATE DROP BAR SLEEVE AT OPEN & 16761 AO RLC v=i • •' " I-1 \ 45 D G. CORNER-TYP. CLOSED POSITION. imilliiiiimummi _ e `• a' 4 A110 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE N _ -• _ A110 / 1 THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY ,• ' / , 6NOT SE DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN f 4- , .- ; .� A110 , GATE CANE BOLT CODIS HILCNSENTOAACHFF THE TECiSTECT. ° \ X24° / \ 12a° SET SLEEVE FLUSH u V-0" \ / \ //� ;"� r WITH PAVING - / \ Q f \`� AW �' `N rya° \ _ //i ,'r, \ PAVING a SITE DETAILS m 9 EAST PLANTER SECTION DETAIL �5 TRASH AND RECYCLE ENCLOSURE PLAN co o A110 SCALE: 1/2" = 1'-0" A110 SCALE: 1/4" - 1'-0" N CII ,_, __ A110 e a 10 • 9 ■ 8 • 7 ■ 6 ■ 5 ■ 4 0 3 ■ 2 ■ 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 MIMMINIII KEYNOTES KEYNOTES P1.11 0144 ALIGN FACE OF WALLS 0753 ELASTOMERIC MEMBRANE ROOFING 0305 OMIT CONCRETE SLAB FOR FUTURE TI 0768 SCUPPER 0331 CONCRETE COLUMN 0770 DOWNSPOUT HILL 0335 CONCRETE SLAB 1026 CORNER GUARD 0336 CONCRETE STAIRS 1044 FIRE EXTINGUISHER CABINET 0337 I CONCRETE RETAINING WALL 1045 SEMI-RECESSED FIRE EXTINGUISHER CABINET ARCHITECTS = I = 0552 STEEL GUARDRAIL 1055 MAILBOXES 1 7 5 0 BLANKENSHIP ROAD 0553 STEEL PIPE HANDRAIL 1293 BICYCLE RACK 0554 STAINLESS STEEL CABLE RAIL INFILL 1294 'SITE SEATING SUITE 4 0 0 0607 WOOD POST 2112 FIRE SUPPRESSION STANDPIPE WEST L I N N . OREGON 9 7 0 6 3 0718 TRAFFIC COATING 2114 STANDPIPE VALVE HOSE CONNECTION CABINET TEI 503 . 305 . 8033 FAX 503 . 305 . 3034 0730 ROOF ABOVE (DASHED) 2335 PARKING GARAGE EXHAUST SYSTEM 2337 EXHAUST VENT DISCHARGE GRILLE 2610 ELECTRICAL EQUIPMENT ■ 2611 ELECTRICAL METERS ■ 3218 PARKING STRIPING 3294 1PLANTER 1 1 111 4 0 A303 A303 (.D 0 0 0 4 0 11 1.6 4.2 84'-0" 84'-0" ( 34'-0" 6'-0" 22'-0" 22'-0" I23'-10" 16'-2" 28'-0" 16'-0" 22'-2" / 10'-11" I f1.'-11 7'-6" `, 11'-6" / 11'-6" 30'-6" / 10'-il" r, 42'-11" / 3'- :. 255/2y" 10'-11 69/256" ), 4'-0" i, 11'-11 63/64" i, 10'-11" / 35'-9" / I D I I © II I I AD 1 A6A 0337 A© I I ■ A3110 A311 4)-76 0336) 0552> ---- 1294 0337 1293 I■ \ _ ,I • \ \ - - _ 1 Ir i • - \ \ 0I I 0 I EVATO'WIESI I 2114 Q . . 06 10 \ •--, - �, �/ i LEVATO A66 0 I = I — -- (3294)>-_7I c I I 2611 A6E 2610 - ,� G fr, ;� 0753 I I I 40t I (17 ,� I MB11F r1sea, / ' J ! -� , ; A . ., �.�Ia.. ii�. - - - 0 N �, �-= .r_., == - - � ,�- 04734 r. - — ,.�. +'/�y� . 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I � 1 j �� A " - 1 1 _ _ -;,- I ] j L __). 1/46 I '0 -- -4vt7A, REVISIONS rn I I I I I 4* 4, Iv . rn .0 16-OCT-2018 BUILDING PERMIT RESUBMITTAL Io CD © D ISSUES Lac IN A311 A311 A311 A311 ■ PROIECT NUMBER DRAWN BY CHECKED BY =1 I I I I I I I I I 16761 Staff RLC • rn Uiimmimiimi I I up All DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE N 8'-0" , 23'-6" 9`-0" 6" 7,-6" 11'-6" 11'-6" 10'-6" l� / / . / `( 'r THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY ,__I NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN ate+ " " " , " '' ' " " , n .> I, 34'-0 /, 6-0 / 22 0 / 22 0 34-0 6-0 22-D 22 0 ' If / /f / / ®02018 HILL ARCHITECTS CC 84'-0" 84'-0" ims ID Q © 4 PROJECT0 00 0 a 4 PROJECT ¢ FIFTH LEVEL PLAN & ROOF z 00_ 0 0 A301 A301 N 1.1 NORTH NORTH PLAN v °° (2WESTROOF LOW 11. (iLEVEL5 PLAN N a nr Iv A202 SCALE: 1/8° = 1'-0" A202 SCALE: 1/8" = 1' 0" iii A202 ci- .______ 10 • 9 • 8 • 7 • 6 • 5 • 4 • 3 • 2 • 1 10 • 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 mimmoommmmi KEYNOTES HI 0334 FINISHED EXPOSED CONCRETE 0336 CONCRETE STAIRS 0355 PRECAST CAP HILL 0423 1 CONCRETE UNIT VENEER 0552 STEEL GUARDRAIL 0554 STAINLESS STEEL CABLE RAIL INFILL ARCHITECTS x 0724 EIFS 0730 ROOF ABOVE (DASHED) 17 5 0 BLANKENSHIP ROAD 0731 ASPHALT SHINGLE ROOFING SUITE 4 0 0 0746 FIBER-CEMENT SIDING WEST LINN . OREGON 97068 0747 FIBER-CEMENT TRIM TEL 503 . 305 . 8033 FAX 503 . 305 . 8034 0762 CAP FLASHING 0769 GUTTER 0770 DOWNSPOUT • 0797 Z FLASHING ■ 0798 FLASHING AT TRIM - 0832 SLIDING GLASS DOOR 0842 ALUMINUM STOREFRONT DOOR 0843 ALUMINUM STOREFRONT 0853 1VINYL WINDOW 1293 BICYCLE RACK 1294 ;SITE SEATING 2650 WALL MOUNTED LIGHT 3101 FINISHED GRADE 0 0 0 0 0 D0 B A • I II I I I I I ■ ,/ �l (o73 \ \I \ \\11 / I / 1832 00853 j 747 09E -- A 0853 0554 I 074fi I B x\0762 j 73 I (073 076 I I C 0731 I I A310 A310 A310 ! •� / �j -- 12" 12„ LLOYD . s l .. u` T1 " �. _..T wm �ww�Wwwwf. 12 w� wwwwwwww � wwwww • I I �_ ra Mw , _ wwwwww�wwwr■■ I wwwwwwww www■�wwl w�l■w IM INIwww■■■r�twww>tlr�"4+w ■11111 , --� I—L�I r I I I �� "� I wa■wwwwww wwlwwMI ==wi I�■M■t■w■ww w =M �w IIIIMI �wwwl■M �- w� ww■■wmemomi ww■w■wwww■■ wwww fm�iw■n wwwwmem=mwwrd-1 w� �� w r■■■ w __-- _ - i / South Stair Roof �� 1 Iwwa,n■�= I I � w ww w■w = wlwl�■ ■■�� w■rrww�■■■www ww wwwwww■■■ww�,► �rlw■wwww�'■i - 4 - 4- S_ I �� _ w■�iwwTiw� ! 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ISSUES 21-3 23/6" u - - - . •. • - a _ 4. - 6'- - ♦- r 4 - IV p d i / • d a u F South Stair Lobby f :� ■_ �.• r_• :d d;. / _ 1'-4 13/16,, • a , °'- .'4;, °' a a T °_ . a 6e. ■ PROIECT NUMBER DRAWN BY CHECKED BY c _ I - . iStrt Level - Sulke 110 ■ Street Level - Suite 110- - - --- - - - - - - - - - - - - - - - - - = I w - _ 011 =I p I I I I I I I I - IV 16761 AO RLC Ln I I I 1 I I \ ."11 (o33) C3I0) I (o84� (0423> (084) I (0842) 033 I- 3101 (0724) 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 -1•4CONSENT Of THE ARCHITECT. '>- ©2018 HILL ARCHITECTS II I I I I I I I I I I I I ce All <B G v a A310 A310 A310 a EXTERIOR ELEVATIONS x a. K GA0 0 F.4 C.6 B.6 A N 4 co EIIQWEST ELEVATION N o ; A1300 / SCALE: 1/4" = V-0° c. a✓ A300 10 ■ 9 ■ 8 ■ 7 ■ 6 • 5 • 4 ■ 3 ■ 2 • 1 10 • 9 ■ 8 • 7 ■ 6 m 5 • 4 • 3 ■ 2 • 1 imiiminii KEYNOTES 1=' 0334 FINISHED EXPOSED CONCRETE 0335 CONCRETE SLAB 0336 CONCRETE STAIRS HILL 0337 CONCRETE RETAINING WALL 0355 PRECAST CAP z 0423 CONCRETE UNIT VENEER ARCHITECTS 0553 STEEL PIPE HANDRAIL 1750 BLANKENSHIP ROAD 0554 STAINLESS STEEL CABLE RAIL INFILL 0724 EIFS SUITE 4 0 0 0730 ROOFABOVE (DASHED) WEST LINN , OREGON 97068 0731 [ASPHALT SHINGLE ROOFING TEL 503 . 305 . 3033 FAX 503 . 305 . 8034 0746 FIBER-CEMENT SIDING 0747 FIBER-CEMENT TRIM 0768 [SCUPPER ■! 0769 IGUTTER ■ iimiiiiimmo 0770 'DOWNSPOUT 0797 Z FLASHING 0798 FLASHING AT TRIM 0832 SLIDING GLASS DOOR 0834 COILING DOOR 0843 ALUMINUM STOREFRONT 0853 VINYL WINDOW I 0924 CEMENT PLASTER 2650 WALL MOUNTED LIGHT 3101 FINISHED GRADE • 0 ` 0 0 / \ 40 ■ 0769 0731 0747A D 1 (0798) • (083) (0746) A© (0853) (0761\ /\ \ / � / 311 I I I % F 1 /n �f „ �� 12" �� 41r�Q 12" [ • =1111111111111•1 == 11111111111MII NOM II • �■■_. 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A311 THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY rl D NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN › my 4.2II IDOO18 HILL ARCHITECTSTECT. U EXTERIOR ELEVATIONS E 0. N (-1SOUTH ELEVATION N A301 / SCALE: 1/4" = 1'-0" 00 r-I 11.111111111111.11.0 N rn ,-i o A301 4,Y 0 _._.__,..._ 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 s 4 ■ 3 • 2 • 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 KEYNOTES Fa' 0334 FINISHED EXPOSED CONCRETE I 0337 CONCRETE RETAINING WALL 0355 PRECAST CAP IL L 0552 STEEL GUARDRAIL 0554 STAINLESS STEEL CABLE RAIL INFILL 0724 EIFS = ARCHITECTS 0730 ROOF ABOVE(DASHED) 1 7 5 0 BLANKENSHIP ROAD 0731 ASPHALT SHINGLE ROOFING 0746 FIBER-CEMENT SIDING SUITE 4 0 0 0747 FIBER-CEMENT TRIM WEST LINN . OREGON 97068 0762 CAP FLASHING TEL 5O3 . 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 LD c.9 A B 0 D 0 0 0 0 0 0 1 I I I I I I I I I ■ ■ mi 0798 (073 4762 \ (0746 (073 r I421) \ I I \ \ / 1 I I I I I 12" �� or, - ----� C I B 1 I (;10, - ? / 1- 4" .4illw■ wwMwww■II! ►A -.riga= >■ wa�=MwIA310 I A310 I I I LLOYD �.r■rr■■w....:M wwiMILTH w■i '/ "" Soout2h Stair Roof — \ _f�rwwww�wllww�ww�rr�rrrlr■ — / ti - w■ IwI I wi_ 1 I i`F• N 1 ��ww ww — _ INN w�w I �r�■■www■ ww i0 _�www■wl o monni II - y — / — Stair Roof ..w rww _www wwlw �_ i `rt-r _ . 1 -47 ;---i ---- ww_ww_w■w 1 ' w • ww�w� ■■MM 12 x158' 0" North O� -_ { -_ww�ww■w■� 1 �L' 1 '. �w�www-ww I I i I I I MINIM wwwommoto w ��w�- � ��w��w w wwwwwwmwl w� w _—___ r =MINIMUM wwwwww■www- www w ■wwww w■ww www 1 f I w wwlwwww■w-ww wwwwwwwMM w�► -magi �m _-w w, www■w�wwwl�w■w�■�Illi MM 4„.L , 1 www■� �iwwww�w l��wwww www■ ww _ West Roof High AIL ■w ■■www■w w�_w■r■■wlww■■ — — -- _ TIli I ww wwwwww rw ww�w■�wwwwwwwi�w wwww, �w� ww■www w ■I■ = I 56'-2" 1 y��www�w ainono •m■■1w� i i- unww■wwawww • Y wwww■ww1 I 1 I f I 1 E ��wwlwwMININIIIMwwl wwww www w mi• � ��miw-�wR w<w.N - wwdw _ ! 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CA Wi! - I I'w�sr N ! 1 �.w I1 IIIMINI MI EAw�w�wiw�AAA�Aw s�.•� � ��IAAAA*A �._—�7wle R074/ I i . 3 _:_ � mr� - ...i r T _ �M��AM ��aa.�n.lr�� Ti�Ti a+_ 3 =�aa�� _ 0• --, . .� ism L - miina��mre �" �� wemi I OLevel 51i ILwAAAA� + . �� — = — =_ lwala L .M��M. — — — — — --- -- — Level 5 Sv U44'-1" — 1• — — — — — — — ` — l —i — —1 I — l I 1 114 i — 44'-111 f -� O }, ISI i 1 ; I l I I l I I I I I — 1 — I 1 �+ u o • / / 1 . -171 / / — — 1 2650 � / / I / �I �111 i N N I — / / •— I — ' W z z _ / \ I,,-. I T, / N N I = K ( — I I I i I \ \ i \ I I I / I — \ \ = I (� L I I -1 1 \ \ A If II u k _J \ - V- ( I'. T- E 9EEEtEl1I \ \ — rii!,I ��1-1 �--1 n N\/0777 IIi —Ii *., �`I1��1I 1 - it V - i _ l I I III i1�- 'T-I ' ! I J \• \� •- \ / �_1 --I -_ _- I - ii II II I i I I I l; _ I I I _ I Ii _ i ? . ._. _- '- ' ! �.Ll '3 [... � O�I i I - i I _ - i ' I I I I A I I I I � I _ _ , d' W I __ _ 1 _______ ,_, l � �II I _ I I _ : I I I I � I �I J.„ '1 1 = I i 1 — - l - - I u,1. 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I I I I I CEJ REVISIONS T.: 16-OCT-2018 BUILDING PERMIT RESUBMITTAL QI I I ISSUES IA lummiem C •I I I I I I I I I I I I I I ■ PROIECT NUMBER DRAWN BY CHECKED BY '°I 16761 AO RLC U 1 ko ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE r. , C B A THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY ;a I I I I I A310 A310 I I I I A310 I I I 1 NOT BE DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF THE ARCHITECT. '> C 2018 HILL ARCHITECTS Ce MiMiiiIiii. V A B.9 • 0 • • 0 0 a EXTERIOR ELEVATIONS x a ko N LAST ELEVATION 4 0o A302 SCALE: 1/4" = 11-0" ,--i INIIIIIIIIIIIIIIIIMIo N rn ,--1 A302 ai e.+ m ca IMIIIIIIIIIIIIM 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 KEYNOTES 0334 FINISHED EXPOSED CONCRETE 0336 CONCRETE STAIRS 0337 CONCRETE AINING WALL 0355 PRECAST CAP HILL 0552 STEEL GUARDRAIL 0554 STAINLESS STEEL CABLE RAIL INFILL = A Ft C H I T F C T 5 0724 EIFS 1750 BLANKENSHIP ROAD 0730 ROOF ABOVE(DASHED) 0731 ASPHALT SHINGLE ROOFING SUITE 4 0 0 0746 FIBER-CEMENT SIDING WEST LINN . OREGON 97068 0747 FIBER-CEMENT TRIM I TEL 503 . 305 . 8033 FAX 503 . 305 . 8034 0762 CAP FLASHING 0768 SCUPPER 0769 GUTTER , • 0770 DOWNSPOUT ■ 0797 Z FLASHING 0798 FLASHING AT TRIM 0832 I SLIDING GLASS DOOR 0843 ALUMINUM STOREFRONT 0853 •VINYL WINDOW 2611 ELECTRICAL METERS 2650 WALL MOUNTED LIGHT 3101 FINISHED GRADE o o ' CI 441111 0 1111 INiiimUM © D A311 A311 1 • / / 00731, (0769 I (o'4' 0485) (0798) (074 (084 (0746) 0730 I I (D / /762> 4, 1 .6.4/ IPA \ I \ \ MINIM —■■ rrrrrr[ �� • �■"r!■r�_____ LLOYD - ��M . -_' 1 :1. M��i�l•�M ��-lcIM=�AI■�� LI- �i� �� - I . ��-�M�!•=MM�■IIA-��MMII�11■rIMl• 111, /i _ II•—■■ -■wl�--- --1w —� —t—= if I ` ii=■"�� --III---� i-rte----- .. 4 d I ', t�' ' ,.._ I f\------- -- -- --mme -rrilMMIIIM=M - ■w -�wr■ – ! North Stair Roof — — I I I _ _ _ — — �� , _. —■�II1�-I■r■■iw t_ .I�=� rt-r.= _ North Stair Roof Au 581-0" 12 _. �_ ,i' �_ I =Iswl=2�nu� 4' OF 04 INIIIIIMMIMERIMM -1 Nu =I. 'T - € .1_y .. 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L._ 1 CO ED 1 �' - - • • r °e d - d I — _ — — — �— — — — — — North Stair Lobby REVISIONS 'v 2'-3 23/64" T.: I I I I 16-OCT-2018 BUILDING PERMIT RESUBMITTAL o / I I ISSUES °' I I I ■ PROTECT NUMBER DRAWN BY CHECKED BY =I (3ioi) \ (085 , I 4 ) I (843) \ ' 16761 AO RLC 0336 I 3 I 2611 0355 I (Q334/ D337 U I 1.6 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE N 11111 THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY l0 NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN �'� D CONSENT OF THE ARCHITECT. �, A311 A311 • el R7 2018 HILL ARCHITECTS cc imeimummi U EXTERIOR ELEVATIONS x Iz N 1 NORTH ELEVATION N 4 A303 SCALE: 1/4" - 1'-0" co 0 N . crl A3O3 ra 123 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 milimmiimmilmimm 0 / 5'-411 1 EQ �f •EQ / EQ EQ 3' 4 1�2" 5' 612" , 3'-4" HI /, 8-4' ,, ,, EQ EQ ,/ / EQ EQ HILL _ .::,,,,..,, , ; •a •,. ' I : . - ARCHITECTS '1 i i 1750 BLAN1cENSHIP ROAD •� __T. I 1 1 `D SUITE 400 • Til P6-,.. M - :.Y -.; \\\ \ i I i j_ _ �� I / - 'c-I ' - WEST LINN . OREGON 97068 a-•d,•- \ M 1 I I / TEL 503 . 305 . 8033 FAX 503 - 305 . 8034 . .e'" I - = • / "' I \ • ,t'''' / in \ ■ 111 .111111. 111 I ,a /' I ' I ; \\ -�- // T T T T 1 N \\ T T T T 1 T \ \ , - - i<tre Level Suite 140 Street Level Suite 140 Suite 140 — - ° —. - `e . - �. < . 1 Street Level - Suite 140 jmimmeuimommmm — 21.0" ^ C \"` S- 21-0" 41Street Level - Suite 120 +21 0 A BEST NORTH STOREFRONT �1� B NORTH (2B BEST � 043_ B SOUTH ca14 11 A304 SCALE: 1/4" = 1'-0" A304 SCALE: 1/4" = 1'-0" A 304 / SCALE: 1/4" = l' 0" 304 SCALE: 1/4" = 1' 0" A3SCALE: 1/4" = 1'-0" • IN T-4" / 6'-0" / T-4" 3'-4 1/2" , 8'-5 1/2" 10 8'-5 1/2" 3'-41/2" 51-4 55/256" ,3'-3 201/256" 3'-8" 3'-8" 3,_8" 3'-$" 3'"4" 5'-4" / / / / / / 0, ,f .f. / / / i /' , EQ f EQ EQ EQ EQ EQ EQ EQ EQ EQ , , / / , / % i'- / / /- r 1 ,_. I 1 I .f )' r' 3 C 1— , ler • ��YQ T ry I �-1 - / I .. __ _. M , T. , L • _I \ I— : L.= JO: • i • i e, - T = j`1_-_ --. `, r`, 414 v. Ti- I r . i o _ - 410) - - . � F Cr Cr / 4 \ ! I E I- M 1 • r•I ' - = M A912 - -_ -I- - -� N\ ;-i , � 1 I , TFAD \ I A912 \ \_ 8 ' i • _ T T I -• T T J : I - \\� T T /// A912 1_ __1% J ■ • a — I :� — — \\ — r — — / SI Level S_ 140 LI -- A912 riiiiiT TT ~A W UJ � D SOUTH 12 C WEST (4 D NORTH 5 D WESTz A304 SCALE: 1/4" = 1'-0" A4 /304 SCALE: 1/4" = 1' 0" A304 SCALE: 1/4" = 1'-0" A30SCALE: 1/4" = r-0" O t2 L2 F•:� < ate. U d IL. w • ■ i--1w Zz 7-4' b'-0" T-4" 3'-4" EQ /r / EQ EQ �, / 5'-4" ,f / 8'-11" 1 Z o '�` z z EQ EQ f2'-9 31/64" ;'-8 31/64" 31-1" 81-4"" " I I I / ir , -, '1 / I W -i ' t` _ I I L. \ I I I i I - l I 1 I I T _ i N 1 I r • 1 I _L 1 1 1 Mr • L I I I 1 ' T T ,. a u ° a ° T T _ \ - l"14- THIS WIDTH SHOULD BE 3" Awl T T ,e_ ' . - "-. 6•' — - - s; t a • . '1 T T ry r-J . a' • - - \ ♦ , —,S IIMIIIMIIMO U U 13 E WEST 17F NORTH i F WEST 9 F SOUTH A304 SCALE: 1/4" = 1'-0" A\ 304 / SCALE: 1/4" - 1'-0" A304 SCALE: 1/4" = 1'-0" A304 SCALE: 1/4" = 1'-0" • ■ 11'-4" ., / EQ EQ / EQ ., EQ .! 6 A0 m I I I I I I i 1 I 1 I 1 I ; ' - m MI' I 1 1 1 I _l ' _ N = F 1 1— I I I 1 1 -' I _� . - - . `�' 1 1 I I I 1 I _ 1 1 • r>a . I 1 I I I T— t0 I _ I 1 I I '` - -r' REVISIONS n € 1 1 I 16-OCT-2018 BUILDING PERMIT RESUBMITTAL en � • M J 113 i i i i I I �I— fo I 1 1 1 1 I I I__._ i I I I I I 11 � .- _ ISSUES iiiiiiiiiMIEMMi E I ! 1 T I 1 1 1 l / . e a ■ PROTECT NUMBER DRAWN BY CHECKED BY I =1 ■ I I I I I I 1. 1 1 / "lm 16761 AO RLC ea • , aa •• 4• 'a°-- ' •a T T T T - �;,". q:y .`4 a -. ,. , - \\ :r4,•a ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE - - - .d _ - THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY a y , d -4 ° ,ae a-• a - ,y•• \\ T T Limmimiimmr_ NOT EE DUPLICATED,USED OP.DISCLOSED WITHOUT THE PRIOR WRITTEN d� , 'd ° ° d T . - CONSENT OF THE ARCHITECT. ®2018 HILL ARCHITECTS ce U 4 EXTERIOR ELEVATIONS m a 0 Tk SOUTH STOREFRONT G WEST i G SOUTH N 1016 5 N A304 SCALE: 1/4" = 1'-0" A304 SCALE: 1/4" = 1'-0" A304 SCALE: 1/4" - 1'-0" 0 0 a, A304 fa 10 • 9 ■ 8 • 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 • 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 0 0 4 KEYNOTES s D00 © 0334 FINISHED EXPOSED CONCRETE A311 A311 0353 CONCRETE TOPPING SLAB ~ 0554 STAINLESS STEEL CABLE RAIL INFILL HILL 0608 WOOD BEAM (2381)> I I I I 0647 WOOD FASCIA ARCHITECTS / 0730 ROOF ABOVE (DASHED) (07312" 12" II 0731 ASPHALT SHINGLE ROOFING \ I I 1750 BLANKENSHIP ROAD 4" 4" L_____----- 0747 F1BER-CEMENT 0762 CAP FLASHING TRIM SUITE 4 0 0 0769 •y fi — 12 - sc -12" -. 12" I 0768 SCUPPER WEST LINN . OREGON 97063 I `--- 4" 4" _ 4" 0769 GUTTER TEL 503 . 305 . 3033 FAX 503 . 305 . 8034 ' D 1 0770 DOWNSPOUT T = IiT - TTTT East Roof o0of 0832 SLIDING GLASS DOOR 0843 ALUMINUM STOREFRONT ■ I I I I 0853 VINYL WINDOW — ■ I _ 'I r 0891 LOUVER — 1',I _, I — - - _ 12" 12" 0895 CONTINUOUS SOFFITSOFFIT VENT I �,� L 1 ih3^ J 3^ 1026 CORNER GUARD • -- I, i -- Level 5 .�. - I -� — � 1044 FIRE EXTINGUISHER CABINET 2214 ROOF DRAIN &OVERFLOW DRAIN I 44-1 • — �_�'�` �II 2381 SPLIT SYSTEM AIR-CONDITIONER UNIT ■ 1 /„.,-- ..III, - " U -, o l 2650 WALL MOUNTED LIGHT I I 4 I 2653 EXIT SIGN - f c� " I I I �,. I —p o T ■!!! - l i- - Level 4 - 33'-10" I:I l - i X U I I 1 I ' -11' I = 1 .---+ I — - 1 - .. : � ;. I i1 Level 3 . ■ mri 1 • — �,` 23' T' 7 — . . .I aa1 id i I. ul -- 1 ..11: 1' i L 11 _______ I ,, Level 2 , .C�/ IA _-.. Its 4.. 13'-4" .-- Ili■ i..i ■ 1�• -� WM )843> Emu = 1 I u_ iii �. j • = -=, .. , _ , • .,. . . i i, .__ __ ?I • I , 1 . ,,. - , - - - . -, _ ■■■ _ ' 1 0334 = I �� - Ir-' LM'U__ klic% _ 1 — -- -- — — — j —BUILDING PAD dilL . .''':;) 234'-0" I ■ ■ moim D E A311 I A311 • 0 1.6 1.90 4.20 V') H z WB ( BUILDING SECTION B-B w w A310 SCALE: 1/811 = 1'--0" 171 Z0 U U O J 0 0 0 0 0 4 0 0 0 d a 4 4 H w D ■ D D • W z Z A311 A311 A311 A311 ¢ � 4381}-, lit I I I I I (0762 -438$ I I 2214 I 085eN G ❑IN. 0731 12" - . I- I 0731 12" I I o w 4�� ! I 4^ 0 I I _ -I< 4" I I Rr' 12 — 12" I North Stair -0"oof o 0769 I • I I 112" I 0769 I I � - - - - -- -- „ i ...........k, �� 4„ _ 4" i' I East RoofS 0647 - — East Roof Ile. 0647 I — — — — — [ VI I, -. — — /- - - , n— . it .74 i-Dn it i L ' ii II ,' .I i i ,,I i II hJI i�l III -' .� �/ 54'-0" '1 J h - . I 0895 = - L. , I _ I� 'N e _ �___ 0747 i. - CII - /� 12" 0747 -� n1 12".� I 3 A•F�� _ � ISO 3 \ \___87° • k 1 Level 5 — ;— 1 IT e -_ — Level 5 ■ mmommoi I y 44'-1" 44'-1„ 0832 , . , . [II —'m•m" I :171,730) THIS WIDTH SHOULD BE 311 �I I„ U . 1�•, , EI El (2650) 0853 - .. I Level I r_ I1 1 i / �,-...Cly .R.iii iii ii I 1 _ �1�1ci�� ` • — Level 4 33'-10" lali. - • i■I�/ 33'-10" ^. 2650 �■ 05 3) v - -U, 1)51. `..�/ U,-� , _ 0 Li — v Y - I —, 14.■n�111�w o I � I -- ®�1�i .�- ) Level3 l�l�l1�� Level3 - _ \ 23'-7" • • _ 23`-7" IIIA ,^� ,,�T, 12.1 . - �a1 -, 1--- r a — , 'U' 0747 - ❑ ❑ I ❑i ❑ I T SI}' � , , � to - = ❑ • 0768 I _ l 1111111111Wr Q = I ❑ ❑ I i 111 — -_I _ _ _ __� Level 2 \ = II Level 2 I . - A - 13'-4" �i. i, " A 13'-4 r ■ �� di I - I Y ■iMIM r d ,� _ i dw a� I 250 • i = Ir : y o - I 033* -N, \ .. , _ . . . I I d• 0334 I M 1 I + e •, l 'i I } Ind Q" 1. Ca ' 'Tr I I. �I Ili r 'J �.. ^ 1 . . .. . ii Ii iill - 11� / 1 �. ._- -�_LL — L� d,a - a�e I 4. 1 4e.� _._ — B LQING PAD _ - I„) . II 1 -T ■Ilac—'- I� °A. a • . . BUILDING PAD Abik ::�._ I [ 234'-0" I I I ... ' ,. 234'-0" F 7 f �i � I I I I REVISIONS DI D E --0089) 0843 D '2653) 104I 4 ©1_ (1026) 16-OCT-2018 BUILDINGPERMIT RESUBMITTAL A311 A311 A311 ISSUES C MNIMMINNI • 0 1.6 1.9 (:1) ( 1) CLiI 4.2 0 ■ PROTECT NUMBER DRAWN BY CHECKED BY =1 '�1 16761 AO/KT RLC 0 0V I V) ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE N k0 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. ®2018 HILL ARCHITECTS Ei \ SA-A U IC BUILDING SECTION C —c IABUILDING SECTION MiiMMONIMMOMMI a < A31SCALE: 1/8 = 1-0ASCALE: 18 = 1 -0BUILDING SECTIONS CL Ln n 0 N co o N a) o 4, A310 (0 ,n —..--- 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 3 ■ 2 ■ 1 KEYNOTES 0330 CONCRETE FOOTING —' 0331 CONCRETE COLUMN 0336 CONCRETE STAIRS 0 0 0 0 0337 CONCRETE RETAINING WALL D A 0553 STEEL PIPE HANDRAIL 11 L T 0731 ASPHALT SHINGLE ROOFING I-:I L 0747 FIBER-CEMENT TRIM ARCHITECTS = 0769 GUTTER = I I A I B Ark I 0832 SLIDING GLASS DOOR 1 7 5 0 BLANKENSHIP ROAD A310 I A310 I A310 0834 COILING DOOR 438 - SUITE 400 0853 VINYL WINDOW — WEST LINN . OREGON 97068 1026 CORNER GUARD TEL 503 . 305 . 80'13 FAX 503 . 305 . 8034 0731 _ — —— — 2381 SPLIT SYSTEM AIR-CONDITIONER UNIT 12" 12" I 12" — — 12" I 2610 ELECTRICAL EQUIPMENT -- 4" lam./ . I— ' 4,. I I I 4., I J _ _ 4 3294 PLANTER ■ 4769 I f -j\/\0"832> I 3294 • •� ii 1l, I. III-!' loomiimmomi ` I I I • "�.1111 IIIA Wil ..11. 11 n ii ITTT III ,d East Roof $_ I II li nin ,-11 1,1 1 1, 1 '■M I 1 , 11 . 1 l.11,,„l , ° 1'1 �— Z1747) _ _ 1 1• - I • ■_amu i - - _ �. Level 5 i _ 44'-1" ■ I_ _ I.— I II M■■ lm L ISI ■] c.9rt .„- • E __ . _ „ . . , . ,, 1 ' / i il 1' 17 \ / I. < I II a I .; . ) 1 . I I I [ 1 imml I _ ,_. �� ,—�11� ■ Level 4 $_ — -- �.I_� — 33110 ' mali - - I I sm. _ r II 1 \ ' E] < 1 ' /. . • i.�. III _ �., _ _.. ■ �1 — Level $_ _ _ _ 23'-7" NE j. 7 . _ , + , , �! * l 1• 51D SII ISS I� ■I { III oI �� I , � \ •11 1 `IIS4, "7„, ....04,--1_ _ s r1 -� _ .-,. LLOYD . H *1111111E1 f--ll ��1I Level 2 ,� I li • oi�•��■1� Ii 1 _ 0853 I ° '�� 13'-4" i 1 - .4° : • a • - - .., - • d .9e_, .' ; , . . , - .. . - --•4 - _ _,a . , , . ,. - . II I I I., r 1.$ . °d' . edax ; °, • a, A• 0553 icgr • _ 1 • . _ ,_. " „ - i .. .. .• • - - • . • .• .4 ' . . -- I P” - ., a •4 ° , - . - - ;.•! 4 - « . . - x "w, e d T=r - •• - Qi a ' -' a a � a.° a ..• r a '.a. 0337 'GOF ' i d • id •a :::::. a'! - I :::114::., a !eId - _ - - a• _ - .4, ! ,. ,. a • - - ----.. I -- - - - -- - ill -_ - ° 74 • - • • - - _ r. Jq' •- G_ • '1v •41 ,! - L ;--::4-'::1.:.' • - •* • .�qI ' °'d• - I,J - .♦ -d - ;da. _ . • - • ar a •- a. � i (- `d.•_ •! • f. L' �,. a.4a r d _ _ • , % • - '° a '•d w. '• Ir s•• 'tea e- - - a- .Qa • _ - - a - ,I. d ' n -, • e -• L dr_ _ - 4•° 2 4 _ - - •- ,. `a -e • --- ,' ��1_II 1� I I, li ,l y 1 e ` 1 111 . - -,rte - - - - _� r 1, ,I.,, 0336 'T.• • f II 1 L't�Eii1 �1111�e111u BUILDING PAD • io._ , • e ., .. • •m• a. 4 °. • • , I,d . d a _ ,r- •'e e:• 4:n .I - • _ . . - - - _ .na. • a< n d - Id - • ' ,rc } — miiiii ` 0" 234'-0" ■ I I I I I . I 1 0330 i I 1 (1026) i 0331) 4)834) 0 0 • 0 0 C.')I B.9 A H Z , . 0 LLI w A310 A310 A310 z 0 U 0 BUILDING SECTION -� a c4 A311 SCALE: 1/8" = V-0" P 0., w w • ■ w z z Q Q ❑ ❑ 0 0 0 0 0 0 a z D0 B A z z W o o 2 _ AftB Alk < r- I I I A310 I A310 A310 I I ci I I I clIf- 12"12" 4N z r—_ - _ —� , South Stair Roof I I I 12 - = I _ I I- —I— — • I i N LI North Stair Roof, i T 4„ �► = I e I I W I 12" JIV 601-2" 58'-0" _ — — • —• I — • I1 — West Roof High '� = 11 4 LSIL 15621 $ ■ West Roof Low _ :0 • 11 ' — - 1 — l — I __ West Roof Low ■ l I l lll,II .. .i.1 .,IIJI I I - , ,tl, $_1_1 52-2 - �` \ i \1, I — --� 52-2 {� THIS WIDTH SHOULD BE 3" --►I 1 I I I • � , � . 119 � � '� � ,,.. I I I,� .\... I■ . I , 1 • 11 1INILevel 5 — ��I W_ �11 _ _ '•l_ — �■!� 1�1 I I I — Level 5 it Ir 44'-1" .� Li 44'-1" ■ L; . .. � mom ..I= .. .. I_ � ,Ii I - I� I 11 I = JL I■ _ ■ I ISI■I. _ " - l I •- I A 0 _ _ _ __ I _ 1��1 , :I f = 1 11 _ �1 I 1 LI Level 4 — �� — 11111 '' - - - I _ - — . Ill U — J Level 4 $_ Ilr 33'-10" I 1* —. _ — — 33'-10" � Ill - - {f � LIIIII = I■ISI ISI■1 I .,. -`- :I ■1 I e 1 ----I1■ Level3 U — Illy �, V ii . r i I i ,/ H-7: Ill l _ — — — Level 3 ■ miNimo -' 23'-7" -- — I T uI 23'-7" L �. ... — . I ..r m.. L ■1 il ■ ■� II 1■` II ri I! _ o� - I�■ I I opo ji Level2 I ._ - ��1 I = i I - 1 _� W1U_-I �■ Level2 ak 13'-4" f s,'-::),'i: ", a IMM MII . alliMi E 13'-4" e' .:' co a d v i all , itl-,_• kij ) I I "' North Stair Lobby I _ �I r.-) — -- 1. I I - - — — ' 1_ 2'-3 23/64' — — — ",�`—-� --- T — I' "' � — ,. 11 - _ = tairLobby 16-OCT-2018 ERMIT RESUBMITTAL — BUILDING P I I BUILDING PAD V I �' 4 l i lb" — IssuEs c €(� {' 71 I 234'-0" imaiiimin o • I I I I II I I `l r-:.‘•-::7‘•;,'1-;',i;J''''-'.i‘-..'''''.:-:1•;1''''''''''''..:F . -, I I • PROIECT NUMBER DRAWN BY CHECKED 151 `I I I 16761 AO/KT RLC 2 U ,1 1 SQ All DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY up I f I I I A I I B I I I I ,� NOT BE DUPLICATED.USED OP.DISCLOSED WITHOUT THE PRIOR WRITTEN A310 A310 -310 CONSENT OF THE ARCHITECT, fl 2018 HILL ARCHITECTS N ceU 0 0 0 0 0 0 0 B.6 B A BUILDING SECTIONS z a IC: BUILDING SECTION D -D(I5 co A311 SCALE: 1/8" = 11-O" ,1 11111 0 N 0) ,..., ;ii A311 .,.. .:, 10 ■ 9 ■ 8 ■ 7 ■ 6 0 5 ■ 4 ■ 3 ■ 2 ■ 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 mi ■ 2 ■ 1 GIRD GRID GRID GRID ! 1 • 22'-0" I,• 441-0" % ,- KEYNOTES 0 =� 1, •`� 1027 TOILET PAPER HOLDER 10'-6 1 2" 10' 8" �� 9-f 1 1/2 10-4 16'-21/2 7-6 1039 TOWEL BAR / 1 3/8"/ 12" 1041 GRAB BAR 1054 SHELF&POLE HIL L �� I 1130 RANGE/OVEN 11 G�I� f 1- •M_ - — a GRID 1131 DISHWASHER ARCHITECTS -� . q o _ i 2246 1039 2241 - zo 1132 REFRIGERATOR GRID \ — I i 1750 BLANK £ NSHIP ROAD I, GRID \ -- - -- - - ••- 1133 MICROWAVE OVEN w/INTEGRAL EXHAUST HOOD I. \ --- - — _._ O 0 I DECK 1 1137 SHER SUITE 4 0 0 "' II BATH °Oc. 1138 I CLOTHES DRYER WEST [ INN . O R E G U N 9 70 6 3 1 o I 4 I 402\ ! \ N. 1139 STACKED CLOTHES WASHER&DRYER TEL 503 . 305 . 8033 FAX 503 . 305 . 8034 o O N l - 7" - 1236 UPPER BUILT-IN CABINETS -— io ` - 5 A501 3' / M 1239 PANTRY T v °D 1_' 2240 LAVATORY • 0 \ - I LIVING I _ -41 4 2240 BEDROOM \ N 224E TOILET ■ aummomommiolomm STORAGE DECK I I I 2242 BATHTUB w/SHOWER HEAD&CURTAIN ROD M 7 I 6 LIVING } 11 ' _] � Nig 2244 SINK •\ , , A • - I 1 I 2246 SHOWER w/CURTAIN ROD _ 0 2612 ELECTRICAL PANEL 0 IIIa t , 11399/ 9'-fi� 10'-4" 16'-21/2" 7'-6" 1130 ; I , CD ENTRY _ / /. J _ LI - II I S-01 1 5 1 KITCHEN A501 42•44 -I 1— - ® — 1'-0" F7- BEDROOM ® I — a 0 2 1130 N - ZI 1- - I ,y 3 1I f - - - - �� — a °° s O O O a N _ CLOSET _ 1 O 8'-8" 4' 0" 8' 6112" II I I N N X 6 0 0 - - - - - -- - - 17 0 — _ . o KITCHEN 1- II I GRID — — =-1 -- \ I \ GRJ.,ID (1054 0 1139 I 2 III = I0I I 239" - ... - T,- O,D _.. _1133) 1 0 1 \ mom _) .ce I 0 \i_.\ CLOSET4- 0Zr (22444 /_.1, i•- 9-6 34'-01/2 r ■ momommlimmomilom "' I I I i 43'-61/2" �' A5004: II I ` U — ri4 \ — )_-_ck IGRID�' BATH 1039 • 1 01 -.-_ , IGRID . % * lo/,i�i A500 1 — A1 ` I 1 I +L 1l,�1 4 1 ! I '�� / rl� �• 1 I ,�E `" ' . ® !' _ ; 1-12_ — — — - i + S-B . iii,fI UNIT ./, ... _* ! IQ 14 \ \ A400 / SCALE: 1/4" = 1' 0" it 1 .1 ./ is 1 i 1 i r,'4 ----- --1027 2240 5-01 1239 � �"� ilp �� > _ 4F 4 „ �' A500 ,,1-l0 / GRID GRID GRID — H — — — — — 1 GRD \ 1 • J / 10'-o" f, 26'-01/2" / 8'-0" ■ mmommimomm / 2'-10 5/8" , 10'-0 7/8" 8'-3" I , / / 22'-0" (---- O O / - -- - .- - - - .�0 7 —�-- - GRID - — — . T - 1_� _ I c.")�. � GRID ARID G11.-1D - CLOSET _ _ _ _ —)K -k 6IH 0 CI - - - - J w W - �� 1.236 I . 1'-3 314" 1054 5S-D1 1239 • iKITHENI 1130 1 UNIT S A in I �- - 0 u A400 SCALE: 1/4" = I'-0" A501 O° — I 0 114"/ 12" 5d a, `y ( A 2240 • ••-, Q a v o tr+ I � ~ '24r 1 LIVING ww • 2612 0 1 iItti 1027 BEDROOM 3 1 ■ W z z 1139 — L I 2241 DECK o Q ,, F L_ _17,/, 17 . 1 z z - � z N N ;o BATH , -1 w O GRID GRID M I 4 I � w 2246 1039IEI I, GRID L__ _.— GRID 2'-61/2" 7'-6" 11'-2" • - - - -- I - - ----. 0 Q _ / / / / �' 4— A 0 0 Z P 9'-11 1/2" 26'-61/2" / 7'-6" / N 44'-0" / 0 GRID GRID ■ I GRID — — - - — l` \ GRID ■ III THIS WIDTH SHOULD BE 3" I 3( UNIT S-C o • T A400 SCALE: 1/4" = 1'-0" ao 3 ORAGE DECK 'v LIVING m in M 71 �I 6 I T- L 1 1 A' C3 M ; V \ �, 1 is %c GIRD GIRD 44'-0" il1130 l' 9'-6" 261-6 1/2" / 71-6" , f.I ® �'1 - _- _ , — ,__, 1I 1 1 O ,/ 1 ---0° uP BEDROOM o I f = -■ o I 3 I ®1 N GRID s. h0_ 0 f`— — GRID ■ ziP ,_ ,r " • I - - — — CLOSET - r - — — — •., — N 8 s / 4-0 �, s 61/2 1 n n N ' 6 iii1-- - -I - - I— - _-� — O O1054 KITCHE7 — T \ �, - -. —0 clo 1139 0 .I 'L ( — 1'-33/4" 1000: KITCHEN ---1-- I ^ S-01 - 01239 I® I 2 1I 2244 I I ® ® 1130 �, \ A5a1 1 I�� I 4-1-3- - ENTRY - 14' t _ CLOSET0 II f I I -I 1 5 I z612 0 L 15 I m M 4612)J M6 1 F - , 0 u co A501 UP i 10 °P \ �> ! lc ( D ) j 2240U�CU � J 1r �� 1 BATH 1039 1 -„_., ® ' L J - �� I I M LAUNDRY i 12 I V. 4027 L I G M 1/4”/ 12" `° �24�II 4 I— I�� 70 1_1_, I _ i REVISIONS - I- BEDROOM En 1 - - \ 1 11 A501 9I c ! 1, 0 - - .7— N \ I 20241 I 3 I 16-OCT-2018 BUILDING PERMIT RESUBMITTAL I I ■ J =, DECK ISSUES �- `O 04 10 9 Ctmill N 1 - • \ �` \ \. '—' o BATH411 & - II PROJECT NUMBER DRAWN BY CHECKED BY -- I 16761 A01� RLC 1'-10" 1 2246 1039 l 4 } ! _ / 2241) 1027 4240) ' — ! —— U� s-al _ I RDf \ _ 1 -- — — ,z t J — GRID to / .,w„ - ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE T^— ,--. 0 C THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY • GRID T - - I— GRID I _.., 0 NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN --r G'`+D 12'-8" I `___ f O (�17 . _ CONSENT OF THE ARCHITECT. N / / ®2018 HILL ARCHITECTS c / 2'-10 5/8" / 9'-9 3/8" / 8'-61/2" / X 6'-0" / T-10" / 22'-2 1/2" / T-6" ,r imiimmommummimi / UNIT PLANS U 44'-0" a 21'-21/2" O /� a a Ti- GIRD i GRID GRID GRID Tr . 4 co 0 co L.I UNIT S—A—i 4 UNIT S—C —i A400 ,_. '� A400 SCALE: 1/4" = I'-0" A400 SCALE: 1/4" = 1'-0" ni m a 10 • 9 • 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 10 • 9 • 8 • 7 • 6 • 5 • 4 • 3 • 2 • 1 immilim GRID 1 Grid GRID I GRID I 33'-61/2" /. 30'-6" KEYNOTES / r 1=' /� 22'-3 1/2" '-4'j 9'-11" /� /, 6' 6" / 24'-0" 1027 TOILET PAPER HOLDER 1039 TOWEL BAR 1/2"11-7 / 6'-3" - /� 5 8 s/5 1/2 1054 SHELF&POLE 2242 1130 RANGE/OVEN I-I I L I.. ® 1130 .05 -•\ > 1131 DISHWASHER = II . Af O f 1132 REFRIGERATOR = ARCHITECTS 1133 MICROWAVE OVEN w/ INTEGRAL EXHAUST HOOD o i , _ _ — — — — — — — — •_ T. _� — - _ � � GRI \ �� \ I 1139 STACKED CLOTHES WASHER&DRYER 1 7 5 0 BLANKENSHIP ROAD GRID \ \ \ GRID I 1 \ GRID 1236 UPPER BUILT-IN CABINETS SUITE 0 0 "� El . re _1_Q_ 6 - ' 1236 ,\ CLOSET 1239 PANTRY WEST LINN OREGON 97068 - -O - - ,✓ l��€ Fa 0 8 0 0 . , 2240 LAVATORY TEL 50 . 105 . 8033 FAX 503 . 305 . 8034 0 ± 0 E� _ i--..1 2241 TOILET 1 KITCHEN 1�1 / 1132 I D T \ 2242 BATHTUB w/SHOWER HEAD&CURTAIN ROD 424? +I 2 I ! I Ir j I o DRESSING �n I Q 2244 SINK I— I 12391 4 I 5 IOL 2612 ELECTRICAL PANEL •■ LIVING ; I i a BEDROOM 1 I I 1 I - — — '" '" - _ ^ 9 ,� :d DE 1 3 © � 1039 1 A502 1 . ,� 10 �, K113 ,, ,� ,� E_ _ o - - - - i _ X114"112" N 0 - CLOSET - H Ln _ I 0 r BATH 1 1111, ry �� I 5-01 V I ' a, .(({((`��_�^�'_�-\TT/�`�'�_, r 027 11390 1236I II f;., 1LAUNDRY_ •N6 /2) ' 2240 I �© _ oo\ \ . o CD F - -1 0 \ `� ' liimilmiM ( B ) , ,I E — C A ) I t \ L7 "E 7.. j E C B ) f C A ) . '„ N ,"7- en to N. \ �� © ICLOS ET �C �I `o N \ ,�,� 411) — — � 5-01 d-= LAUNDRY 2240 L - - ll N ;/- il 1 6 # � 0 E , \ \ C.., 1139 1236 ,__-- - _-. --. .__. �. 1427 ! iDC C > 61 UV N BATH I \ 4_6_1_2)-/ _ CLOSET L 4 I - 4 I a' ;1 114"/ 12" BEDROOM N7 62 SF N = LIVING 1132 • 3 0 < 4 o `�,,, : I 1 I 542 7 • Inni .` 611 1039I _ . . , filbaugd T A502 2 zi, i-,, . , ;_, .. CK Q DRESSING A �\ - 1 1 . 1 1l Millrl ' 9 I -v I 5 I N. I I1KIT�HENI I �. © 4:1) ___ ± T �, ) or, CV �. I o En fj y� ►.I r - CLOSET - ° . 1 i., - O (] - {1 - 4r� I LLOYD '� �� 8 0 IyT` ® I , E1 ® OO� J .J r . G RIj \ \ _ — — — — — — — -- _.. .I l: \ GRID ,.ir /. ( ) \ \ I;. . { ', �� \ \ GRID — — - _ 454 L —.-r —, —— C � (1130)-! OF-/ / 411, 1236> �/ 11'-11/2" 6'-3" / 5'-8" 51/2" 21'-91/2" ,1'-4" , 9'_11" )-51/2" / 8'-0" / 24'-0" / �.' / / / • , " • /e /= GRID I G id GRID GRID H Z LLJ 1 UNIT 1 -A UNIT 1 -A-1 L., w A401 SCALE: 1/4" = l'-0" A401 SCALE: 1/4" = 1'-0" , Z O 4< O 1 GRID GRID , • = w • / 25'-7 1/2" / 1 j 18'-1112" / 7'-6" ❑ ❑ t / Z N N ,2'-41/2" , 15'-9" . / / w Ce Tr GRID GRID 1239 111) 1236 ID illf 1130 < N- In / 32'-6" - — 0 LI ti \ a �f, 6'-2" /e 13`-7 1/2" 6'-3" / 5'-1114" / ,----11-0 1/4" _F_ O V 5'-4" ,� /� 1 ^ L 8 IKIT2HENII I�IL I N �05. i - .2422> � A502 - -IL_ — — F_1 zo � ti /A05. \� _ I S 01 8.-8" 5'-4" 81-0" 0 _. - - - - - a, ■ j - - 1 1039 10 ■ GRID j \ N. �.\ — - _ -- - - - _ - _ \ \ GRID \ j ��.,.. \ h� THIS WIDTH SHOULD BE 3" � STORAGE { F 1 { q ) � - \ 13 CI CLOSET- - � —� o j 8 0 ® ° - N N PA$TRI !V 11410 c I h . \ �: i _1 ..._ BATH 1 I 0o DRESSING I 1027 i-� 4 `n j I 5 I ( A ) 2242 T NC;[ I �, o BATH t 1 9 A5 ' LIVING c� BEDROOM © 4 o J 2244 \\ • 1 DECK - 1 3 I L — 7 '`6' 1 e0 �; 1139 I 12 I q CLQSE7 °'I 1 2 1 I�r► 1 [�I \2612/ - CLT 6 A502 4 a' L 0 \ 1027 1/4"/12" ` -� `. _ ilE4 [V 5 i-q- 1 1 12) M LAUNDRY] 0 1039 I17 - - - 1 K1054) 0 I z (V M1 6 0 2242 ( 0\ �,� J � DRESSING f ( B ) CAS y yo •:, I M ■ Zi) iniMI N L _iitI . O10 CL SETK KCLOET 2612 I1 I m; o . 4.13 - 1236 j M " J 0 D 111 111111 2I- I N 4 .. B1 , 414) - - - B1 \ { .B ) 1 o °D LIVING ® A502 3 we PANTRY N M 4 : 11'L 9 _ - m _ ,, 2'•4" 4'-0" 2'-4" , 2'-0" M � . 4 m / / / �, • kill ;KITCHEN 11 Bl to BEDROOM 1 2 II t 13 I REVISIONS ® a I DECK 114"112" • N _� io ' `'' O O_ J J ! EO 1 9 1 o 16-OCT-2018 BUILQING PERMIT RESUBMITTAL \ - -- -j 1236 00 L fVGO f0 _, E1 . O a ISSUES U N_ U GRID \ \-7N- - - - - - - - - - - - - - - _ -._� \ GRID lei 1 L PROTECT NUMBER DRAWN BY CHECKED BY 7 • '.in r r \ \ t�RID 16761 AO/KT RLC f O 0 GRID \ \ 1- — - — a -� - . 1 ,-, II 1130) ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE r. A, THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY `° v-I I I NOT BE DUPLICATED.USED OP.DISCLOSED WITHOUT THE PRIOR WRITTEN > 21'-91/2" ' 4" 9'-11" 5 1/2" a) / / .'T' / I 11' 6" / 10'-6" / CONSENT 2018 HILL ARCHITECTS 34'-0" 22'-0" 14 . ¢ r- a UNIT PLANS o GRID I G�� GRID GRID En co 0 N oo,_, 2 UNIT 1-B (4 UNIT 1 -C '-' A401 SCALE: 1/4° = V-0" \ A401 SCALE: 1/4" = 1'-0"ea A40 0 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 HILL 1054 SHELF&POLE 1130 RANGE/OVEN 1131 DISHWASHER ARCHITECTS = 1132 REFRIGERATOR 1133 MICROWAVE OVEN w/INTEGRAL EXHAUST HOOD 1 7 5 0 BLANKENSHIP ROAD 1139 STACKED CLOTHES WASHER&DRYER S U 1 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 . 8034 2241 TOILET 2242 BATHTUB w/SHOWER HEAD&CURTAIN ROD 2243 BATHTUB • 2244 SINK ■ imomimmim 2246 SHOWER w/CURTAIN ROD 2383 RANGE EXHAUST HOOD 2612 ELECTRICAL PANEL (D 0 \GED GRID • 34'-0" • 12'-4" 2'-4" 9'-4" 10'-0" / / / / , \) r�C 1039 �� L`/ aa 2241/ I r� f O O I # an - - -1 I GRID - - I - - - - - - - - - - - �� \ GRID I.it i, i 4 1 0 '•1 A503 a ll 6 0 C 40F 40 © CU ET n: _ I^ I.. BATH 4En BEDROOM K1054 -' ` 8 ` 0 j 0 BEDROOM • 7I 9 I ■ iniummino 0 ; C A ) \ C - T 2240 1027 en- N '� C B HALLWAY ( B MO ler WM A503 - 10 - 1 % CLOSET Il Z 4111 LAUNDRY oo CLOSET 1u l 15 4— la I F., L u r i1 . 11390 OM GRID GRID 0 7-0" 3'-10" / 5'-2" / 4'-0" , 5'-6" / 7'-O" �. �� r O T 2'-2" < H <S-01> �, 43'-61/2" /, < a To A503 - -.. .._ -1. - ._._ \ /2'-61/2"/ 7-6" / 23' 0" �, 10' 6" �� =, o°4 • KITCHEN Q PANTRY �, • w z z I 2 I I 18 M L 0 1 1 .. vA . a Z z z 1 431: W c o „ / = o RID1 \ \ ,_0 - - - - - -�_-,moi _ \ GIRD > v. 114 112 LIVING i� 2383) .� / I 1 I M u�, < 1-.- GRID `� I - - - - - - - , ,r ^' GRID . I0 0A 2 -� — SIJ I __ - r LIVING - �' Z DECK DECK ! a 1 = O4 DECK I 1 I 1 Tr 16 {'\1 19 o DN STORAGE 15 1/4"/ 12" . En 1 14 I ■ 236 111111 • .N Nossmosimmimmomm 14 - 7 0 '.1 ( 1311 \7.\: , 1 I! THIS WIDTH SHOULD BE 3" -� I • _. 15 A502 13 - - ` _ 2244 0 _1 �- 0 L 1 0 0 Z. 3'-0" , 7'-3" 4'-51/2" 2'-8" ' 1 11'-1" 12 3'-3" 11'-4" \ _ / / / :. f ._. • o-si <'' -K CtfEN 1 - 0 0 0_ ._. BEDROOM E110 1 1-IP A503 r /\ MASTER BEDROOM 9 I I 113Z I \ 1027 \ 1236 1130 M it 3 T i .� _ mil _ _ _ oo0 -- WATER CLOSET o T 11 -- - © 1139 _ _ v { B ) 1031 10 � Ln ..• © - U O - - _ r LAUNDRY M S `�' 0 - — — -- • 241) 0 ' PANTRY AO -`' \ 054}- C B ) 12 '' O I 13 0 - - CLOSET - 0 \ JM'124/2243) I 7-.1 0 „ MASTER BEDROOM �•, - - 8 A503 6 a _ q ) ' ;;, \ ' 0 CLOSET 0 LCLOSET 1 • 0 Of �c \ 1.2. En Tr N 11 1 10 I I . DRESSING 7 MASTER BATH0 _ _ 0 4o5 __\{ 2612 6 A503 14 ! 5• c, DRESSING q _ _ 1 5 I -4'-21/2' ._0.. • mosimilmommi 4 .� ` S O1 0I BATH A503 : o 1054 4.111, i I 8 2 A504 4 --��I - MASTER CLOSET I g. " 0 © 224> i ENTRY 1039 1 NW ASTERBATHI 6 I \ - L!1 4 13 . 0 f M 7 _ CLDSET '� SHOWER � (1��'J\00o ,_ II 1' % `/ N 12 _ ' m I �. GRID - - - - . .___ - - _..� - - ---- _ - \ GRID - _. _ lia _ _,_to 0 ' Ell __ ______ m 1 O I � ' o co 2242 2241 102/ -4240> z `GRID) - I - - 5'-0" - - \\ - - - - - GRID tD \ / / / REVISIONS 15'-01/2" 6'-11" 5'-4" 6'-81/2" I M / / / / / 15'-2" / 6'-31/2" / 4'-7 1/4" /, 5'-11/4" 5'-4" 7'-O" 16-OCT-2018 BUILDING PERMIT RESUBMITTAL -a 34'-0" / I, / 431-6" ,, ISSUES v c 40 oI • GRID GIRD GRID GRID 16761 AO/KT RLC • PROJECT NUMBER DRAWN BY CHECKED BY V I lD ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE N THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY l0 1-1 NOT BE DUPLICATED.USED O I CONSENT OF THE ARCHITECT, LA 2018 HILL ARCHITECTS G) Ce �1 UNIT 2-A UNIT 2-B i 2 UNIT PLANS a SCALE: 1/4" = I`-0" , A402,1 SCALE: 1/4" = 1'-0" w A402 0 Lf1 N 1-4 CO 0 N CO ,-i Q A402 fi. 10 • 9 • 8 • 7 • 6 • 5 • 4 • 3 • 2 • 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 FI KEYNOTES 1027 TOILET PAPER HOLDER 1130 RANGE/OVEN HIL L 1131 DISHWASHER 1132 REFRIGERATOR ARCHITECTS 1133 MICROWAVE OVEN w/ INTEGRAL EXHAUST HOOD = 1235 BUILT-IN CABINET 1750 BLANKENSHIP ROAD 1236 UPPER BUILT-IN CABINETS s u I T E 4 0 0 2240 LAVATORY WEST LINN OREGON 97068 2241 TOILET I TEL 5O3 . 305 . S0T3 FAX 503 . 305 . 8034 2244 SINK ■ ■ iiimminimminim o 0 4 28-0"' �! 4'-0 3/8" �, 3'-11/8" / — 19'-5" Alk ® (2240} 0 41) A311 D5 ' --- 4D 1`-6" 111) iff,T I O MI r 10 ,so 7 . % ' 1 1 1 '\ Ilts,_. , .7 2241 I sep e-- 1-7 1/8" 1 1 1130 123fi I I N LOYD ' i A __ __ __ __ __ u_ if ) A310 ` TOILET "' A310 s - 557 10270 1 4 1I if 1 1 , I i r;7 \ L -- A500 N 41 . <5-04>- ,-" OF 0* COMMUNITY 1555 J 1 T. I • 0 • ® S-03 _____ < 0 !` I , 11.11 -J I H WL. J I W = • w 0 Q, [V H z O — _ I 0 OM h I < <S-03> 4< F- ■ L RC OF TERRACE I • ■ [.1,..1 w z 1 554 , 1; CV z O ;,1- =6 Z +-- r I 1 0 I ' .. .. ca , 0 W.1 oO IT O - .77,- < 1 N _ 7.-11" le 1.-t'"/ . 1 .- ,__,_••r _ Q B i, r. - A310 i / ! I A310 CNI 1 1 I N- D — — — bI --- GO . • F!'; • I ; HIV THIS WIDTH SHOULD BE 3" �I J .,III ,'. N. , I-I. u. 0 (..) \ AI\ \.-..4_______. , _, ; ; A310 <5-03>/ 0 o A310 2 A500 ink (556A) FITNESS <5-04 556 I \ I- { 111 En ■ • TOILET I ■ 1027 1 558 1 31 '•'' 0 11 A500 8 2240 - \ 7 . 2241 I ID ,1/40 mil 0 0 1 . \ \ I \ ca I i 7,---- 1 I ,i` , 7 D5 ® ® 6 A311 REVISIONS N M "-' 16-OCT-2018 BUILDING PERMIT RESUBMITTAL L 1 U 41-0 3/8" / 3'-7 1/8" / 19'-5" I ISSUES c If30 ■ / 281-0" / ■ PROTECT NUMBER DRAWN BY CHECKED BY `f 16761 AO/KT RLC I ul 1 0 4 j ilmonem lQ ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE N 0 THE ORIGINAL AND UNPUBLISHED WORK OP THE ARCHITECT AND MM ,^1 NOT BE DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN a-+ CONSENT OF THE ARCHITECT. ®2018 Hill ARCHITECTS GJ Ce U 1 LEVEL 5 ENLARGED PLAN ENLARGED PLANS a A420 SCALE: 1/4" = 1'-0" 0 iri ni c 0 (NI co o A420 v ra o 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 10 • 9 • 8 • 7 ■ 6 • 5 • 4 • 3 • 2 a 1 FI fi'-D" 61-0" / / / _.,__ HILL ARCHITECTS = 1750 BLANKENSHIP ROAD SUITE 400 WEST LINN , OREGON 97068 N TEL 503 . 305 - 8033 fAX 503 . 305 . 8034 / \ / \ / = / \ / GWB / WBD \ \ • // \ // o GWB ■ / \ / ,� / \ / o 0 / \ / Q, a, / \ IMO fi)F \ \\\ /// \\\ N. I \ f \ / \ ?G \ / \ g \ / \ - \ / \ o 0 to \ / \ i11 rV sD \ / \ \ 1 / II N \ N - - II__ C - � - 3 MAIN SALON 1 c4 MAIN SALON 2 (5) PRIVATE SALON ■ A430 SCALE: 3/8" = 1' 0" A430 SCALE: 3/8" = 1` 0" 43SCALE: 3/8" = 1'-0" ■ 4., . , , A 114 cp U- U- LLOYDit a gay /, 4e;" , ‘ , 4 t, ,, . --- yKEYNOTES 0930 TILE �� 1236 1027 TOILET PAPER HOLDER OFlit O 1041 GRAB BAR / . / . \-- 1046 1046 MIRROR / _ - GWB 1137 CLOTHES WASHER • 1236 7-'1 1041 (o93 -\ 1041) 1236 UPPER BUILT-IN CABINETS ■ c 1,' ,\1-1, o - \ (24/ \ \ 22422401 OILET LAVATORY Zn a, (0930- 6, I I I a I I I I I I I I I I , ' I o 2651 CEILING MOUNTED MOUNTED LIGHT -----_ - - I Iv I II II �' , `� 2652 RECESSED LIGHT r /-� t - ® 1 i -.,—r,- rte! - �. ` '��ia _ I J 1--1—+' _ i , I-4— _ iG _ I I �--� ,, , I . 1027 0 m i 1 ' .E 1 0 , -\,, ' ! - Fn '-' 1- -/ \ -. Lu - - ^� I fV W 1 -- I � O \ - - ' , - `. �. - �� I --mac`(0930)-I (2240® \ ® * <b027) / v v O Cc (6 SALON BATH 7 (A) A4SALON BATHSALON BATH 4( • ■ (., .D 43U / SCALE: 3/8" = 1'-0" A430 / SCALE: 3/8" • 1'-0" SCALE: 3/8" = 1'-0" w w z Q o ❑ ti W o 0 1.6 > ti .< 1.6 / a nn I t I �--I 5,-0„ / Z , _.:,,_ -__, CO OD 6 ,, 0 \ , C-N4 0 — :,: 0 0 I . ■ 2651 2652 I -N - ■ L` ' • I .® 1236 Ig- THIS WIDTH SHOULD BE 3" �I V CONC ;40') 1124 i I IL CD B B B 5A f1 1i B 00 A310 A310 A310 A310 ,.„. AMME=17 _ "H [ - - K S I F�cU'U-^r-- 4' - i23 a• I - - _ I I ) RC 9'-Ou I I X11 s / -- 240) GWB I I___ (. 3-_141./ 47.. al ...: ,, • I ® I - ----.7n -,.., -f" I ,', 12®3 I 1 j I 1, 2,1 _ _,_______\4__ . , , II i\\\\L\\ I- - .- — \r L- - I L \, 8 ___ /.; �� OACT �Imisk- RSa 2241 -- 0 \ *i° N • / I �Z `PRIbATE SAL 64 \ :2240 .n • - - - - �o; / I I I 121 I to © -- \` -- / -- © © L I A310 �� i� -� -- / A310 A310 i (1 M.) ti-s) \ A310 / MAIN SALUN I. I / I 12I1 I - l / 1 ACT i CHIP h4Yu S <121r@; ./ [ \ f 71 I 4 I'IlI1''RTE SAt011 ,- / \, �� I LXI I \ 2240 `, % \,, A7 • I A/39) 5 \ REVISIONS 0 0 0 0 0 I \ / / 0 . Dmit i I / ; = £ ,, 16-OCT-2018 BUILDING PERMIT RESUBMITTAL i / �° �,P. E3 \ issuEs \ \ 11 PROJECT NUMBER DRAWN BY CHECKED BY `I • 16761 AO RLC u' 1 I % I 13`-2 5/8" ± 91-1 UI I/ r / 22'-3 5/8" ± - All DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE / / THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY t--I NOT BE DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF THE ARCHITECT. '� 1.6 ®2018 HILL ARCHITECTS Q7 IC PROJECT0 1.6 PROJECT ,__._._....._ a NORTH NORTH Q SUITE 120 T.I. - HAIR SALON E E J N 2 HAIR SALON TI CEILING PLAN (-i HAIR SALON TI ENLARGED PLAN _ ______ i.i '" A430 SCALE: 1/4" = 1'-0" 11111, A430 / SCALE: 1/4" = 1'-0" IIIIIIIIIF N rl a, A430 10 • 9 • 8 • 7 • 6 • 5 • 4 • 3 • 2 I 1 10 • 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 Fil KEYNOTES - 0606 BLOCKING 0930 TILE , H 1 L L 1027 TOILET PAPER HOLDER 1039 TOWEL BAR ARCHITECTS Iiiiimiummil I 1041 GRAB BAR = 1046 MIRROR 1750 BLANKENSHIP ROAD 1055 MAILBOXES SUITE 4 0 0 1130 RANGE/OVEN WEST LINN . OREGON 97068 1131 DISHWASHER TEL 503 . 305 . 8033 FAX 503 . 305 . 8034 1132 REFRIGERATOR 105 5) 1133 MICROWAVE OVEN w/ INTEGRAL EXHAUST HOOD (S-03> 1139 STACKED CLOTHES WASHER&DRYER 1/• _ - \ 1235 BUILT-IN CABINET r� • /41236 UPPER BUILT-IN CABINETS mmi. .• ° ❑ ° ° _ O °6, 0 �" ,.,;o _ N. 1237 COUNTERTOP ' 0 ❑ o"ate ° 0 ❑ .oa© d"�� ° ❑ ° ° 0 o o ° o. o o o ' \ 1238 BACKSPLASH ,� 1239 PANTRY to mlca° X ° °o ° Z Oz; °D .- 2240 LAVATORY - -- - I, z\ x . M 2241 TOILET X ni = "' 2242 BATHTUB w/SHOWER HEAD&CURTAIN ROD ! .` \ ` _ — 2244 SINK w 2247 DRINKING FOUNTAIN ca 11'-8 47/64' / d, i 1 ri) CORRIDOR 254 SOUTH 00 2 DRINKING FOUNTAIN - 550 NORTH 50SCALE: 3/8" = 1-0" A5SCALE 3/8" = 1'-0" ■ ■ ISINIMMIIIIMMIN * ' 1 44 1 _ . N LLOYD . , `1\ N , \ /„\ /,\ / \ ",\ /--' ,.z7-,/\--.,- ,t,-7"\ _ti,. ,,-,,,\-\.,N , K1046}1 \ I \ • I e a1► lI ( !s .4- ,- -7.9, -_/ , ,,-,/-/,,,-,,-.,.•,„„ .,,-/.,-,,1- ,,\\ / /,., ,\. ,.,N,,I1 .z.,-/----/-,. .,4 . %.\-- .. ® ® 0i1lf/ �� \ / J�I ��\ ,'�\ F., (224-\ 1238 ' -`\—— \\-- ,�\\ -–;/_ \ 1041 / / \\I I/ \\�I k/, .\\I\\\{ k// I 6' '/ 1238 2240 �� `� 1238 y ., C 1041 ■ Oo \ GrK2244 /4238) ® 123 _oo \ \ o co \ Htt o Oo I 1 2240 ■ • \ , ,, \ / / ,- \ 1 -- -- --- L • r.l \ `� I \ \ ' I '' 1 r ' I I 1 .\ — I I\ o ' Q x — o -——\—- - 1 f ‘ '''l IN I 0 , , ..., , . ,-- in 71 tn- ,-1 I —L - •-i rn • / I , I / - !') v I I I i-- —\- ---\-- '� , , y v ' v y - I v w1239 ® ® 43 1130 0930 093 0 1027 <0930>1w w 19'-3 3/4” z J 4 COMMUNITY KITCHEN 555 NORTH 00 5 TOILET ~ 557 NORTH 6 TOILET r 557 EAST 10 TOILET - 557 WEST < 8 i ._1 .< a. , ..-- A500 SCALE: 3/8" = 1'-0" A5SCALE: 3/$" = I'-0" ____-\.500_,/ SCALE: 3/8" = 1'-0" 1\ .N.50V SCALE: 3/8" = 1'-0" .< U O 1-7 w w w Z Z ° Z NN N N wd O O u- < -.N. \!1 D \ 104fi \ I / 2240 ® ® / o. / / \ / \ \\\/i �. f / \ / \ / \ / \ <11111,:''> � i \ N / /// '/ l / \ / \ / \ / \ I l \\ 1041 1238 — — ` , – .T/ • ' . 041 �231238 / / \ \ / / \ . \ • .. \ 2240 2240 `.\j ` II .\� / \\[ ]// \\1 1// .\l }/ - — ,_ - ■ 00 Q / M \ 0D o -- — I \ \ I I BO II? `_� 1236 2244 1238 — — - i ■ w Al \ N ;e" \ \ S 1 , 1 I _ - I i 1 , ,, THIS WIDTH SHOULD BE 3" 1 I� f-h-i a) g ,!i I 1 1 v v f TiHiJi I ' 1 l \\ o tF 1' I. o F - — �\ ,' \ , / N ■1,1 {! I N fy'f -- I11 1 '1 NI / . �'■. N M M N �. I I 1\ -4 \ \ .-\\--• � �-I -/J ••• \ \` \ �� I \ \ \-- =� I r � " --\, v ..02 0 09301 1027 2241 0930 (0930)_/ 14111) ID (123 / c) 16'-6"/ / r 7 TOILET r 558 SOUTH 8 TOILET •- 558 LAST 11 TOILET 558 - WEST 9 UNIT SA 8 KITCHEN A500 SCALE: 3/8" = 1'-0" A500 SCALE: 3/8" = 1'-0" A500 SCALE: 3/8" = 1'-0" A500 SCALE: 3/8" = 1'-0" ■ ■ .0*\14 2'-6" )I, I / i . 6 2240 = / a REVISIONS 79 1238 \ 1039 // /-4-2-3- 1238 16-OCT-2018 BUILDING PERMIT RESUBMITTAL 8"7 1 4" 1'-5" ' 1/4" \ 0606 1039 / 1'-4" 1'•71/4° o c :' r• lf' i• /� o Q o 2240 ISSUES C y / ,.1 ' ' 0 --El rr / <0606) 00 00 0o , immosi p ■ . / \ \\\pz-- ( / ■ PROTECT NUMBER DRAWN BY CHECKED BY I I 1 \17/-41._ __/ .4. 2. 2 . \ \ \ i �\ 16761 KT RLC Umomminimminmemimmummummenimm I \� ~ ' x a E / 1 f •\ , f \ , \ a ' _ Al \♦ ' ' \ - ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE . 4 — — — —x — — — ,i T P1 `-T iI i- M M Ai- \ \\\\ O .61 - THE ORIGINAL AND UNPUBLISHED WORK OE THE ARCHITECT AND MAY lON M '' `\ /' I \` '/ \\ �' ^ NOT BE DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CO �i —r, ,s,\,,,' CONSENT OF THE ARCHITECT. �— `. —— •. •\N •!. \ '. 1 - \ \ _ I - `� ®2ols Hlu ARCHITECTS rY <0606) ® 1027 43 43 ® 2242 1139 1139 4D y 6'-0" f / 2'-6" / / 5'-0" / / 1'-9" �, INTERIOR ELEVATIONS a 2 UNIT SA - 9 - BATH (I3\ UNIT SA - 9 - BATH (14. UNIT SA - 9 - BATH 15 UNIT SA - 9 - BATH cr; 500 % ASCALE: 3/8" • 1'-0" \ €J/ SCALE: 3/8" = L'-0" ) 500 SCALE: 3/8" • 1'-0" A500 SCALE: 3/8" = 1'-0" O ,-i , A 5 0 0 ..6;o 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 KEYNOTES -1 1 0606 BLOCKING 1027 TOILET PAPER HOLDER JJIL L _ ,/"\ A / \. .... . \\ \I , \ /. ... \\ , „ // \\ I/ \\ \\ E. 1039 TOWEL BAR \ ,- / \ I I F / \ / \ `. I, I rri .' \ \– ,_.-• _ "-� - / \\ \\ J '/ - — `\G/ \\ //— — —\. //— — \\ \\ J L // \ 1046 MIRROR h ARCHITECTS 1130 RANGE OVEN = �'+ \ // -.-- ---" \\ //\\\ �� \\ \\ // I / ,`\ ,'� \\ // \` // \\ 1131 DISHWASHER 1 7 5 0 $ LANKENSHIP ROAD \\ X// I \\I '/ \\� / \\\� 1// 1 l I 11// , „ \`J I ' \\\� �/ / \\1 d/ / 1132 REFRIGERATORSUITE 4 0 0 `� {' \\ \ , `\ 1133 MICROWAVE OVEN W/ INTEGRAL EXHAUST HOOD WEST L I N N. OREGON 9 7 O 6 S e- \-423 ® 1238 244 I__ — — ; 4236>1 ® 4238 \ 4244 -mØ\Iiirte // 1139 STACKED CLOTHES WASHER&DRYER TEL 503 . 305 . 80 33 FAX 503 . 305 . 8034 // // 1235 BUILT-IN CABINET I - - — — r_ -. �� I - _ — — 0 1236 UPPER BUILT-IN CABINETS ,. I , I // - • — /' 1237 COUNTERTOP � �\ / / 1 I • o –r \\ C, �/ o ^�\ IN �� • / / I I \ , – 1238 BACKSPLASH ■ M J F m ( / . 1 _ IIIMMEMINNI 1239 PANTRY \ I \ / , LAVATORY �` L 1 2241 TOILET 1130 • ® ® (1130)-] 1 2246 SINK 2246 SHOWER w/CURTAIN ROD /, 13'-6" 18'-3" / / ., CD CD 1 UNIT SAI - 2 - KITCHEN 2 UNIT SB r 2 - KITCHEN A501 SCALE: 3/8" = 1'-0" A501 SCALE: 3/8" = 1'-0" • ■ I a* 1 ' 1 Akcp .., \ \ 's I 1046 i/I I LLOYD 7 • el, . \ ?if . i , 1 ' r ,, ..... 2240 423 _5\ � • 7.17 ` x--(1039) (1o3 )_\ �4, q �1-7 1/4"/ 1-4 1238 o tt‘s' 0T 2244 \ 1:=:, 1' \ o ❑ 0\ o ! OF Bo Eo T� \ � -�� //� I - _� / '�g i ;� /// ,• f /�: ` �1' . '. \ Y///� - - . ,_ ■ U L ' ,/'1" ,/'1^f \\\ .. .- ,, 0606 '" 4646 ■ M f E - - - – o , o / M > M .1 ____)±Li/ \ \ 1 4 711 gJ I // 4606X 4241)- 4027> n 0 24 1139 224 C2246> 41-0" H / 1'-9" 3'-b" 3'-6" 3'-6" / / / / / %1 Z W.4 w LU UNIT SB - 4 r BATH (4) UNIT SB - 4 - BATH 5� UNIT SB - 4 - BATH UNIT SB �- 4 �- BATH /501 SCALE: 3/8" = 1'-0" A50SCALE: 3/8" = 11-0" A501 SCALE: 3/8" = 11-0" A501 SCALE: 3/8" = I-0" ZO C7 d I- L� W • ■ D w ZW CI NZ z z '- N 1. T n n d0 p ,J•- •.,r /Ci O / / I \ / \ / \ / \ / \ �/ \' \\ O / �/ I I \ / \ / \ / \ / \ �/ ♦ N N j I, 'r, _ _ _.,_ _ N. 21 / ; \ \ / \ / \ / \ / // Fn ` r/ '- \ /'\ /"\ / \ / / M z /— - % \ / , - 1— — - / / II '' 'If 41' \II' I i „.I Lb (-NI , , , E , - , " \ t----. - - - 123/ 2244 ® 1236 ® `,– – – - ip[4238)[ ) 123b m\ i=,, , - / 1 I \ // 1 t — — , I [ THIS WIDTH SHOULD BE 3" \ \ : \ ,N _ 71 / `\ /'/ ,// 1 i \\\ />/ �^ \ /,/ 1 IN / \ - I \` ,� ��1 I - -� \ 1239 ® ® ® \ (1130) 1239a • ® \A.130 16-b" , L.1. c� (Pf5"5\ UNIT SC - 2 - KITCHEN (8 UNIT SC1 - 2 - KITCHEN . A501SCALE: 3/8" = 1'-0" A501 SCALE: 3/8" = 1'-0" ■ ■ \ � N. N ` 1046 I co/ 00 2 / <224 \ /-�123 . `` �/ / \ REVISIONS $03-1 / 2240 I. � � - El m (1238) 1'-4" �1'-71/4",- o 0 2'-3" 1'-9"-0 / f �, 1 co ^' ///m 16-OCT-2018 BUILDING PERMIT RESUBMITTAL �, \ \ ISSUES u \ V.U. � ' \ c , / \ ` f Q ■ PROTECT NUMBER DRAWN BY CHECKED BY IIII M M 16761 KT RLC _1 m o Y M , 0606 �\ :71 M1111.1111 U1 .U Fn v • . ,' ( // ` !! 1y \ •"/ IN - •- 1 \ I I f \ ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE LID i r1 (1 1027 4606 \__424b 2240 (\OG4[� (224 -_/' ® THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY 1.0 ,-1 9 2-6 9 ® \ \� I NOT BE DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN ., / �r / >' ® � �- n 4'-4" ?'-n�i 11-nII CONSENT 0E THE ARCHITECT. 0) CLR. / 3 4 / /� / .7 V // / 7 // mimmumommilimmiii Fi 2018 HILL ARCHITECTS 4'-0" r " ¢ Q INTERIOR ELEVATIONS x CL Lin N 9 UNIT SC1 - 4 r BATH fo UNIT SC1 4 - BATH 11 UNIT SC1 - 4 - BATH 12 UNIT SC1 4 - BATH o A501 SCALE: 3/8" = 1'-0" A501 SCALE: 3/8" = 1'-0" A501 SCALE: 3/8" • 11-0" A501 SCALE: 3/8" = 1'-0" ;moi co 0 N 00 ,_. A 5 0 1 ,,i 1 (13 CI 10 ■ 9 ■ 8 ■ 7 1 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 i-1• , .... „ , \ „ „ ' ,\ \ J ..... _ _____\, / .... \ . „ , , HILL .............. / ' \ LI \ , , ...._ ., , . , . ... , fp ..__ _„_ . ... ... 1 ,, _ o /'/// \`N I I..///_1\ - _ \ II _ ' r/ \\\ ..../ ,,� T \ / \\\ �I lig// \\ \ _ /� / N `\\\ � /// — — 1sS\ / / / y do AE�CHITECTS \ 1� \ _._ � _ \ / / / / 1750 BLANKENSI-11P ROAD 236) - \ 1236 il \\ \ - / 123 / 1236 p j — � - \ °�° `� \ / / � ,' i �! / / �,� SUITE 400 V v1v vv ED_ V �� vv �, /� // \ _ �/ /� \ o WEST LINN . OREGON 97053 :n (23 — — \ �, 1238 — — � \ �' / / 1238 ////// /(23) ® !' \ O° Cilfr / \ / ® '� > / / ® TEL 503 . 305 . 8033 FAX 503 . 305 . 8034 I — / r / I / \ \ 1 Y _ / Q _ T // \ _ � o \ - _• o r / Iv / • v v / / \ / / \ • —NN--\- I \ \ I •\ i I I_ \ - \ r ,. 1 1 -- \ \ ® ® \_< 239) ® ® `-(1239) lD • 0 ilk 2'-9" 2'-6" 1'-6" 2'-9" 2'-6" 1'-6" 2'-6" 2'-9" 2'-6" 2'-9" / F / / .' / i' / / / / / ,1- 61-9" 6'-9" 6'-9" 5'-3" 51 _3" ii UNIT IA — 2 — KITCHEN LEVELS 2 -4 (16 UNIT lA 2 - KITCHEN LEVEL 5 2 UNIT 1A1 - 2 - KITCHEN LEVELS 2-4 /-r UNIT 1A1 - 2 - KITCHEN LEVEL 5 502 SCALE: 3/8" = 1'-0" A502 SCALE: 3/8" = 1'-O" A502 SCALE: 3/8" = I'-O" A502 SCALE: 3/8" = V-0" ■ • ■ 11.1 \ \ \ •, 4, ,, , 1 o r , .,. , . , . :.,. \\ \ \ i II 1046 ft LLOYD ~- 6 6 i / 4 \ \ / l‘-- / — — --: iIMM ? • • _ 1/// 6 Z3 --\ \\-.... / / i ? \ 03 \\\ �4, �� Be) / ��/ 1238 w is o 606>-� ¶171/4 / 1' 4" / 1238 24,--• \\\ T ❑ 0 \\ I_ II II • o li) D F 6 / ® m ao \\ / 1 8 ir1D co 00 7y1�f 1-5 7' f / _ 0606 VS4A.' 1 f re -/i/ I — ------ • \ ' I /,_ , 4- o // 0606, ? ;r \ Ar • \ 12 , f .,.�� M M '� R F - - \ . , /� - �/ 4 f+l f, E \ / / I M _ F I` # We,r 1 \ . •.‘ , / , I ...., „ „ .,,,.,_ Ir . , / . __ ,_„______ ....., I, ,.. / .1„ , ,. , , o? - .--e .. .___ , _ . .___ I ...„ , — , • 0 (2242>_I (2241)-] 1027ja 0 2242 242}--, (2241)--I HI / 2'-61/4" / 2'-9" / -// 2'-6" / / 5'-0" / , 1'-9• r /" 5'-0" 2'-6" I / / 5'-31/4" , w LL, LU _, A502UNIT 1B — 2 — KITCHEN 4 UNIT IB — 4 — BATH (5� UNIT IB - 4 - BATH 6 UNIT 1B r 4re,�BATH UNIT 1B 4 BATH Z0 SCALE: 3/8" = l'-O" A502 SCALE: 3/8" r-0" A502) SCALE: 3/8" _ !'-0" \ A502 SCALE: 3/8" = 1'-0" A502 SCALE: 3/8" = 1'-0" p V d H � ■ w CI ❑ z ZZ CVc\7 de Ln 0 t--- r.../ \ \ /�\ / N. 1046 Tr ,-• -f:: \ / \ /• \ / ` ` 7 • / • / • / b . H • I. _ ___,_ _ .. ,. . „ _ __ _. .., \ / J, V \\\j V \\\ I// \\\E I I [/r' K244> 1039 <1039 --\ \\ \ ,� /// �238> Z 4238 --\. N o Q \ —0 \\ 7,1/�' 11-5" % 1/4118"/ oo ao r, / 1238 2244 1236 237 / r `' o /� 2244 (� \ — — — ® :4, 1'-4 /1'-714" \/ 1'-8" 10" - I , . 1 , r __, N _N,L_N,.. \ \ N,__ ,,,, do1 (\\ 1 Z.° \ \\--- I Z.7774.: L F, / 0 1 \ - r ` / 1 I , _ N , , --- _\ .1-1 /// rin ■ - -� ,r / \\ M o h / °° 1 \\ i„ THIS WIDTH SHOULD BE 3" -►3 / 1 i I rI \ I \ I I I �r \ T \ \ -- // _I \� \ \ II _- \' 1 I \ / (1239>- 1: 6 ilID 1130 1027ilD 06060 iliD ()60 <06O6> ' 0 0 2'-0" 2`-6" 6-6" 2'-6" / 5'-0° 2'-6" 51-0° / / 1'-71/8" / / / / 15'-1 1/8"/ / V r — rBATHUNIT 1C - 4 - BATH 11 UNIT IC �- 4 - BATH UNIT 1C 4 BATHNIT 1C 2 KITCHEN � UNIT 1C 4 (. 1::S � A502 SCALE: 3/8" = 1'-0" A502 SCALE: 3/8" = 1'-0" A502 SCALE: 3/8" = 1'-0" 502 SCALE: 3/8" = I'-0" A502 SCALE: 3/8" = 1'-0" ■ ■ \ \ \ • .....,fi,. _ KEYNOTES 1 \ / \ /' \ / \ \ i // / \\ ,/ \\ // \\ 0606 BLOCKING / \ , .\ \ / \ / / \ \ . 1027 TOILET PAPER HOLDER an m i"' ! \ / \ / \ / \ / \ \ ca / / \ / \ \ / N I - • /- — _\ , L _'N �'_ \ / \ - / - \ - ! - - : - IN ® - __f_ - .L! —cN .�- L - _ J , \_1._/ / f I \—/ \ 1039 TOWEL BAR /. / �� N • ): 1/ /' ) i A. ., ,/V / M M L / /-\ // \\ !/ `\- - - -��\\ /� /!_� \ I \� \7- - �/ \\ - - / \� - 7/- �! 1146 MIRROR I 130 RANGE/OVEN \ iii/ / \ / . / \ / / \\ \\ // \\ ,/ \\ �! (1236 !� REVISIONS I I I '/ '' \��[/ I o - ,\ 1131 DISHWASHER M I X \ , \ 1132 REFRIGERATOR 16-OCT-2018 BUILDING PERMIT RESUBMITTAL r' ¢' - - 0 ® 1133 MICROWAVE OVEN w/ INTEGRAL EXHAUST HOOD ISSUES ® 1236 1238 ® 1236 1238 0 (in) to ; 1139 STACKED CLOTHES WASHER&DRYER I ; o I I - I I �\ , -- 1235 BUILT-IN CABINET ■ PROTECT NUMBER DRAWN BY CHECKED BY o ■ \\ \\ — — `� . ,-, — — , IJ 1236 UPPER BUILT-IN CABINETS 16761 KT RLC — r— =I \ \ / \ '/1 f\\ /'1 1�C\ rI \I \ '�1^f\\ a -- 1 I �\ _--'1 f /1 i',, \...., /,1 ,, ,/r1 f� k, \ _ _ 1237 COUNTERTOP En i:1 F —• - \- - - M 1238 BACKSPLASH \ � / \ , \� - 11 �� -, �� /'^` r •M \`\ r/ \\ ,• \\ rr, \\ `� �� •`\ ,r ALLDRAWINGSANDWRITTENMATERIALAPPEARINGHEREINCONSTITUTE \ \ •\ / / THE AND\ \ v \ `„' `,. ��' `�,' \,,/ I I I I / 1 2241 TOILET NOT BE DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN —va \\ \ \• I I — \ \ I ,• \ — \ \ c 2018 HILL ARCHITECTSTECT 2242 BATHTUB w/SHOWER HEAD&CURTAIN RODory SENT OF THE 1130 I till> 0 4115, tv 2244 SINK IY U / ,�3'-0" 31_0" / 7 /�9'-9.. 5'-41/8" 3'-0" / 3'-3" ie- / 2'-1" / 4'-2 1/2" / 9- , Q / 15'_111/2" INTERIOR ELEVATIONS , / . 1/8" / / / / _ F`, IN (14DUNIT ZA 2 KITCHEN 15 UNIT 2A — 2 - KITCHEN,_. 13 UNIT 2A 2 KITCHENA502 SCALE: 3 $" = 1' 0" • co oA502 SCALE: 3/8" = 1'-0" �A5SCALE: 3/8" = 1'-0" � / 0 A502 ,L., o ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 10 10 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 INIE FI ,� \ KEYNOTES 0606 BLOCKING 1027 TOILET PAPER HOLDER HIL L 046>--y 1031 GAS FIREPLACE 0606 // 1039 TOWEL BAR ARCHITECTS 0 1039 _1 -. / 1046 MIRROR = ® // 1130 I RANGE/OVEN 1750 BLANKENSH1P ROAD 2 �Z � \ 4/ \ o \ 0 4o39 �/ 232 1131 DISHWASHER SUITE 4 0 0 Zn // 1132 REFRIGERATOR WEST LINN . OREGON 97068 K1238 -\ 1' 4" 1' 7 1/4" ` t=t ch i8" 1/4" 1' 5" 7 i4" " 1' 8" / 2240 1133 MICROWAVE OVEN w/INTEGRAL EXHAUST HOOD i r, / ,y �y �y �f TEL 503 . 305 . 5033 FAX 503 . 305 . 3034 ` 'I } I I ( \ 1235 BUILT-IN CABINET *� _ OM, o \ 0,,,_ I \ \ '� /� ri� 1236 UPPER BUILT IN CABINETS i � ;� �1 \ 1237 COUNTERTOP • /71 ,� r, \ 1238 BACKSPLASH o // IIII r "' I "' \ • � b 1239 PANTRY I■ r.I \\ i 'OP \ '� 2240 LAVATORY r ;, \ — . \ \ — — \ \ —-- — T ,,♦ ,,\ \ r \\ 1 1 2241 TOILET ® 060 -- 0 0 0606 0 K06o6)-" (2242)-I 2242 BATHTUB w/SHOWER HEAD &CURTAIN ROD 0 2243 BATHTUB 21-6" 21-6" 51-0" 2'-6" 11-9" 2244 SINK / / / / / / /, / / 2246 SHOWER WI CURTAIN ROD CD 11 UNIT 2A - 8 - BATH UNIT 2A - 8 - BATH 3 UNIT 2A - 8 - BATH 4 UNIT 2A - 8 - BATH co \A503 SCALE: 3/8" • 1'-0" A503 SCALE: 3/8" = 1' 0" A503 SCALE: 3/$" = V-0" A503 SCALE: 3/8" = 1'-0" ■ ■ 1 \ ' ) .O: 1046 1046 tli‘, rAb x,1/4; 3'-0 3/8" / I \ 1 1 '4 / 2240 � 2240 ® \ ® LLOYD 1238 1238 :: ii � 143 1238 7 ® o Q }" 31-8" 71/4" 1'-5" 71/4"8" 2'-6" 1'-0" - Q ,8" 3'-B" \ 0 0+ o+ / 1 f o a+ dr ® C2C �CI 1 1 F 1/1,,d . \ ID .� -(2240) �' �� ( fr.l . /'/Z1A j IT///1/1.�� -_'T/1/1/moi _ _ , it OF 440 = - 1 / 1 1 \\, I ''-. 0 0 = , 71 71 , N1/4_ 1/..71 ,_.4 . ..,-- . , , N 1 r r .. :;:r F4, F„ / 7.:, c„, ,..., .,... ,, ,, I �1:c-- T ;er&i6/1 Q X i // . _ _ _,( , ,i_ t? , , .,. .... rn I MI rV \ / l / l , , ,,L) \ / N FN RI 0 0606 1027 4-24. -14027 4241)--/ (060 0606 0 (3+ 4240 \-.4240 0 ie / 5'-2 3/4" / �, 51-0" / / 5'-2 3/4" �, / 1'-9" / / 1'-9" / I Z W C5) UNIT 2A �- 5 MASTER BATH6 UNIT 2A 5 MASTER BATH UNIT 2A �- 5 w MASTER BATH is\ UNIT 2A �- 5 - .MASTER BATH WwSCALE: 3/8" = 1'-0" A503 SCALE: 3/8" = f-0" A503 SCALE: 3/8" = C-0" SCALE: 3/8" = I'-0" // z 0 `� v3 �-'U cG O , < u 0 • ■ W D z z W 4y I I z oz n n CD 0 "'- _ I < '-' in I ll \ , ,♦ `\ \ ci Q //..�\ / \ �..\ / \ , / \ / \ / \ / N\ I I N P.I I.- r - - . I • , _,- - -. —\ i I / 1 /I / A fV // ,�-i / / in s_ - - // \\/ � /� \ // / / I I = y - I 1 o I l I / I I I \ . \■ I I1 4� - // II II ® 123/ • \__423 61 \\ Bo K2244 __\ ® •■ I I ____ i / \ r' \\ ¢ �\ ,<\ I � / i , �` � THIS WIDTH SHOULD BE 3" --►d , , f {, tit___,__J 1 H\,, r I I N. / l' ‘- 1 LI . \ _ I I \ N N \ IL \_ \—— ' -' ..../ ---N-c 'N\ N -s% U (1031)-] (1031)-' 2240 ® ® (1130)-! 1239 ® ® c� 31-6" / / 31-6" �. / 10'-81/4" / / 91-711 / cn NIT 2A ^ FIREPLACE 10 UNIT r 2A FIREPLACE 11 UNIT 2B - 2 - KITCHEN 1� UNIT 2B - 2 KITCHEN USCALE: 3/8" = 1'-0" A503 SCALE: 3/8" - 11-0" '1.51:1.3,) SCALE: 3/$" = l'-0" A503 SCALE: 3/8" a 1'-O" ■ ■ I m (1046,4046 -\ �, - 6 /24� ® .� '\ � \\ /A.23 8 REVISIONS `N° /-(1238> (2240 \ (1039) (1039 \ (23 _-. ,-4240) 16-OCT2018 BUILDING PERMITRESUBMITTAL 2-8 o �,8 1/� 1 5 y1/4 '� �� o ✓ial`�� 11'811 /� \\ oo ao \ \ ISSUES o ■ • •Iwz/- 3 �rY 0606 I /� , X ■ 167b1T NUMBER WN BY KT RC KED BY >. " I '� a (0606 ,/ a I �� \\ / / •'� '-I 1.1 '� '' I I ' ''. I I k 1 ; // iV ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE qO \N. N '/ I rV N 11111 I {` 111 l '~ / THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY `l ' \ \ - - \ \ \ --- \♦ N \ ,\ / \ 1 f ,♦ ♦♦ NOT BE DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN 1{127) o 0 {}606) 22410 0 ® CONSENT OF THE ARCHITECT. .5 0 e - 0 20I8 HILL ARCHITECTS Ce MINIMMIli , II I II 1'-911 u a / 4'-7 3/4" / / 3'-011 / / 21.611 / / 51-0" / / 2- / / d INTERIOR ELEVATIONS x a M - DRESSINGUNIT2B -� 8 - BATH 1-i UNIT 2B - 8 - BATH 16 UNIT 2B - 8 - BATH r177UNIT2B - 8 - BATH LA nUNIT 2B 5 14 SCALE: 3/8" = 1'-0" A503 SCALE: 3/8" = 1'-0" \ A503 SCALE: 3/8" = 1'-0" A503 SCALE: 3/8" = 1'-0" A503 / SCALE: 3/8" = 11-0" co 1-10 [V 00 1-1 ,_, A503 4; zi 10 • 9 • 8 ■ 7 ■ 6 ■ 5 ■ 4 • 3 • 2 • 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 imimiimmilium 1—i HILL . 1046 I-I ARCHITECTS = 2240 1 // _ 2 2 ® 1750 BLANKENSHIP ROAD <1238>—N109( �, ,6 / / / / (1238 SUITE 400 \ o _o �/ / / - WEST LINN. OREGON 97068 41D 1'-4" i'-71/4" �',; oo js" 3'-$" 71/4" 1' 5" 71/4"8" co 4606} / � 2240 0o TEL 503 . 305 . 3033 FAX 503 . 305 . 8034 4 ZZ/ \ .., \ P e_40' \ . ! A , o l ,� E ri., ¢ ■ MIMMMINIIIIIIIIIIIIIIIIIM m — — — i M 0606 M M' o . . . i . , .-. \ [V I N 411) 02 cl, 4 609 0 2246 4245 2242 4)60 —/6 61-0" / / 3`-0" / / 4'-2 1/2" // 5'-0" �, / 2'-8" / 1'-9" co c.7 1 UNIT 2B - 4 - MASTER BATH UNIT 2B - 4 - MASTER BATH UNIT 2A - 5 MASTER BATH (---.4� UNIT 2A 5 - MASTER BATH �A504 SCALE: 3/8" = l'-0" A504 / SCALE: 3/8" - 1'-0" A504 SCALE: 3/8" - 1'4O" ,,......_A504:,/ SCALE: 3/8" = 1'-0" • ■ X11 Akep *1 ,,AA LLOYD : ' / • iL I ' ' / x � , 1 t7 I' OF4 H Z w LU LU14 Z 0 O —1 U F EL cu ■ Z > > < < ❑ ❑ N. N N wE o O Q z N N. ■ • f THIS WIDTH SHOULD BE 3" - 1 U U ■ • KEYNOTES 0606 1BLOCKING co 1027 (TOILET PAPER HOLDER `° 1 1039 TOWEL BAR 1046 MIRROR 45 1235 BUILT-IN CABINET REVISIONSN 1237 COUNTERTOP m 1238 BACKSPLASH 16-OCT-2018 BUILDING PERMIT RESUBMITTAL to 2240 LAVATORY ISSUES u 2241 TOILET miiimmon c 2242 BATHTUB w/SHOWER HEAD&CURTAIN ROD ■ PRt)iECT NUMBER DRAWN BY CHECKED BY O ■ 2246 SHOWER w/CURTAIN ROD 16761 KT RLC U I k0 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE N THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY '.D 1--1 NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OP THE ARCHITECT. L '5 ©2018 Hill ARCHITECTS qy Ce MIIIIIMMIIIMMIIIIMMI U Q < INTERIOR ELEVATIONS x O. co m tri 0 ,--I 1 oo ,--1 imiiiiiiiiiim0 N Co +-1 0 A504 a) m 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 • 3 ■ 2 ■ 1 moommimi i-1 HILL ARCHITECTS = z 1750 BLANKENSHIP ROAD SUITE 400 WEST LINN . OREGON 97068 TEL 503 . 305 . 3033 FAX 503 . 305 . 8034 • ■ (D 0 0 0 40 0 1.60 4.20 0 I I I I I I I I I I D A311 ■ I I © I I I I D I a& I I • A311 A311 A311 f0 _ _ __ _ _ _ . 1 1 _ _ _ _ _ _ ill CI _ _ _ __ i • I .. . .. . .. . . . _ _ _ 0 I I I I 1 I ! ' , * � Tc' 0 t /. ... , . _ _ _ LOD . - ._ ID 1 . I 9• =. U- I I -- I rim , 1 /I , I •i i t f4 . . CO _ _ ._ .._ _ .. • E8,-0", ° 1 7. 0 _ _ _ __ 1 10 • — of liil ; - I 11/4141 C\- . il I I I ' ". i 0 F klis% I 81 0" 81'0" I7' 6" - = 7'-6" 1 I I rte\ I 1 8'-V!! li . ! ,e , I ■ 1 0!I 1 I I j - I I II8r IIIIIIIIIIMIMIII + - - I — — �- p a . . yYi ''I81-0" ri n J I11� —�i�i 1 l I I - 1. il led il Il 81-0" sl-a" I H 71-6" I I - I I I I . I. CORRIDOR _:........ _ ►__m /I ~- 411) W W .�� O a` (-81-0") 4 81-6" `: O 8'-0" 8'-6" - — - - — — — y — — — • A CI _ A- A310 A310 A A310 i i I I A A310 p I I I I _ . . w u v 7'-6" - , I I II86 I - $, 011 w 1 ' � v O _ I I I I -1< r= oma.. • I 1- 7 1', ° I /F.4 - - f I I ■ w a D !�! ' CORRIDOR 81-0" I 8-Q IL---- _ z z 250 /- 1 I ---- —- - "- __ ___ Q Q HHL 41) - - 'I1 I0 I E_(8,_0:D II [81-0"A 8'-0" - ----- -< _ • 3 HR RATED •- - d 0 — — ! i - . I - - - - - 0 0 - - r^' .� - - I PENETRATION - - Q - - IJ - 411 a • �81-0":11 8'-0" (8'-6� �7� / WFrHINTSAREA a = Q '1B � � o I t �� B I o I I - B z A310 -0!. 81.0,1 • 1, CC3` - . I - -- --- -- A310 A310 r I i A310 C� I s-o A - _..� — — D o - I I • - j I i HI I o ■ -1/ j 8'0'1 .4 �f �' 0!1 1 C81.01J II C.6 - I �I+I O • I 2 1 ■ �8'-6'� 1 Alk th �- *- r --- A430 I I I� THIS WIDTH SHOULD BE 3" Alk p �I A310 A310 r T A310 4110 A310 'i: II p - 8'-0" I , I 71.6" L Fe I I I a' � �I I. c..) 1111 _ _ _ _ , -- %�° O O O O O . . 1 . ___I --._____--' -1 ` ° ! 1.9 D - - - - -- B.9 71-6" r 1 1 ■'I 1 1 I ,. inn iY— HI l I� I II,l ' -� S ■ C$' 66] C8 a 1 I I I I ,�� r —1 81-0" I II 8'-0,1 3 HR RATED a / PENETRATION) (� � WITHIN THIS AREA _, . ,,=___, 4 B.6 .� � 1 I I I , ,. 1 . ._ 1• T r,,,,., , , ! ...... ,0 LEW' 0 :- HT,0„ : �8'-Q" 71-6!I 1 ■ i I 11 ri 81.0,1 I � _ - 0 - t l' ' ,1.,,, . 11111, 11.11111 al111.. ,, B - - -- - - _± , I. 1 B - - m I1 � I I I ' { II I .� r m A - - - - - - I A � I I REVISIONS rN -I I ! 1 I I II I I 13 16-OCT-2018 BUILDING PERMIT RESUBMITTAL r u ISSUE, D E D E larO ■ A311 A311 A311 I ■ PAOIECT NUMBER DRAWN BY CHECKED BY _� I 1 ! I I I I I I 16761 AO RLC `r' U I miiimisimmom 1 lO ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE N1 lD THE ORIGINAL AND UNPUBLISHED WORK Of THE ARCHITECT AND MAY ri NOT BE DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN A—' I I I I I I I I I CONSENT OF THE ARCHITECT. '5 1 ®2O18 HILL ARCHITECTS EU C4 a ID 0 0 Z 0 0 4 0 1.6 1.9 4.20 a STREET LEVEL CEILING PLAN Q PROJECT PROJECT Ln NORTH NORTH & SECOND LEVEL CEILING IN ,_, LAN co IN 2 LEVEL 2 CEILING PLAN my* 1 STREET LEVEL CEILING PLAN no_ °--- A600 SCALE: 1/$" = 1'-0" A600 SCALE: 1/8" = 1.-0" y ci i\.600 rti ci 10 • 9 • 8 • 7 • 6 • 5 ■ 4 • 3 • 2 • 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 HILL ARCHITECTS s 1750 BLANKENSHIP ROAD SUITE 400 WEST LINN . OREGON 97068 TEL 503 . 305 . 8033 FAX 503 . 305 . 8034 • ■ LD 0 0 0 40 0 0 0 40 c, I I I I I I I I I ■ I D I I © I I I D I © I I ■ A311 A311 A311 A311 0 I- — ——— - 0 0 I- — — — — - — — 0 I � I f I � • I I r k 0".. _ 0 I I __ - __ -=- Z — — — — ft-' ' LiVI _ I \° 0u . .71*4 Km II WM , 3: I , I ; h' 0 a ---- a-D I I 1- s-o i i— 11 RRA � OF I �'-DI' I � ) I I I. I (8'-4") I 81.4„ I ,_ I f - — 8'-0" �J 7'-6" I B'-0" J 7,-611 I ■ g 1 Jg • I rToD I I I ig (i.-_-6;-) . _ a 81-0" III I F L °JI8._4„ e' D (8,.0) I 811 J 1.4 8' D" i� 8'_4„ H 1 1 1 1 1 __.1 1 1II 71-6" 1 ' 1is Z nIII.Y',ma wild I. II 0` 1 8'-0" 8'-6" 0` 8'-0" 7, 6 gip` 8'_D" �8' 6`') t�` B'-0" C'-6" _ • 00 CO A310 . W I r�_ H �� I A310 A314 �- ...... I _ -- -- --- i-- -_ -- A310 h O V ,1 i. i.� 71-6" w i� �i i� ii u�i n1il�ii io��i�,�i �.�,lig �i till lllu 111 lV -" 8 „ 0 o 8' 0" i I O C� N I� s-6� ■ I I I I ° W e- I I 8' 0" I 8'-411 1 I 8'-011 I 8,_0„ z z � �• rnen=mi , � SOD I o ►� 1 I I i- ►� 1 f F-- —r Z o � g� n 8'-0" 0 - I- �� 1 1 I ,d l i ! — — — 0 I a'-D" `V� : 1 J 1 1 ii iHrialiii IAN Hid — — — 0 Z n CV o'� - �8' 4,� �O I r• � , I J �� • 3-0° s'_4„ 1 11 T I� t i i � I ' T w in n 8'-0'� 1 8'-0" 1 1 C8, 011 8,_0,1 I I J w s,_4„ �ao) f 8,-0u (80) I II o - . -0" I 0 _ • . II 0 I NM E81-0" 8'-0" 8'-6" I0 0 * MIN 0„ _ ic, < 8'-0" :'-4" 8'-6" Q B t�I - -- 1 RRRRR C22:.) -- I 81-0' II.I1 -- Ank B — -- t��I,II = -- I �1 011, I (8i-o7)- 8-- z A310 0" 8' 0" J gig` - A310 A310 0" 8' 0" �I: o a I - A310 N 8' 0", L I D 1 CtOD J J 8 7.CIA I VIA I RSR I I.R o - OC'-o, I (8,-o') 1 ■■ IIO 8-6" 0_32) 4 8'-0" 8'-6" THIS WIDTH SHOULD BE 3" A310 • A310 A310 7., A310 gyp, 8'-0" o 08'- fl" II I 7'-6" I I 71-6" I 31/2"r I 80 14'-1" I AI 11 11, I�IiLiiId 11I 111,1 IJ 4111i�1i1411111ui1��1 11 I � . I _ � ' 8,-0„ 0 I on I IBM • „� ®h, 0 s' 41� s'76° II (8_1-0D Ci 6� — — ♦ 1OlOy189” 8'-6” 0 III a'-DI' 7' s " L) 0 • U 71_6" - - 1�,1 T-6„ I 1- _ ' ,.11 II . ITV .,,,,, ,, i 1 1 1 1 „ 1 , 11 8-6 8,_011 I 12'-41, 8,_0„ _ 8-6 81.011 n 7 81-0" 1 I■ 8'-D" I' I— 7 8'-0" 1 I■ 3`-0) I i°Ct1 • OJ i 7 RSI �=_ ---' I 1.1 —....4.. v=i ■ SCP ' ■ Qi � �� rOi immu F[81_0„] 81.0” 1 7' 6" I I C — - I 71.6" s' o" iii._, a'-o" s-o• — I Ci-o'.) i I II 8'-0" 1 I I I ..... _1 r I I �+ g'-4" I B'-011 _ - ■II II B - - - --��_ I I I I_ I I I 11- I 1 .1 . I II m US REVISIONS M I I I I I I I I I Or) 16-OCT-2018 BUILDING PERMIT RESUBMITTAL L ISSUES _� U D © D Alk C O ■ A311 A311 A311 A311 ■ PROTECT NUMBER DRAWN BY CHECKED BY "I 1 I I I I I I I 16761 AO RLC U I ,,p ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE N u0 THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY T{ NOT BE DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN L I I I I I I I I I CONSENT OF THE ARCHITECT. 0 2018 HILL ARCHITECTS CD Ce u <C, 0 40 4 a THIRD LEVEL CEILING PLAN a E 0 0 PROJECT PROJECT 0 0 0 0 o NORTH NORTH & FOURTH LEVEL CEILING Lri N I ,� PLAN co LEVEL 4 CEILING PLAN %.„� LEVEL 3 CEILING PLAN ��C23SCALE: 1/8" = 1' 0" �G01 / SCALE: 1/8" - 1.-0" wity o n A601 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 • 2 • 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 imim pal HILL ARCHITECTS = 1750 BLANKENSHIP ROAD SUITE 400 WEST LINN . OREGON 97063 TEL 503 . 305 . 8033 FAX 503 . 305 . 3034 • ■ o 0 0 0 4 0 u I I I I I I D d ■ A311 A311 c ■ 1 0 0 0 PA I 111— _ — ' lal / III I I 4:1177Di : 11/: 4 o, lqI ,� I 10'-0° 1 , i F� 0 , -- �, I 1 QQv 8-o I �- I _.... lti OF $7_0„ STAIR 1 J f 551 8'-0" 8i-0" 81-0" 8' 0" g' 0' —c—(!-01) i I I t 1 8' 0" �a i ,C.!3..0,;"--, � 1 a - ('-o" C'-o") 8 0" s'-o" 8'-0" �...� 12,_0" l I I 8'-0" LI1ro " 1 � ��,� �� Ain TOILET ■ _ y� ISO IIr� L. Lu 7 �— I 557 �, gi,0A310 1 --- 9 0 1 �9, OI 0 8` 0" COMMUNITYI --- _..... I A310 U u �� I I 555 11 alCo ~ O 9,_0„ @-9_:) 0 'Of - O a. ' " v— 9'-0" 9"0 L . _ Ld 1 < ■ 4 430.. I C9, 0„ 9, 0.. 1 1 z u�iliil 0 w z I CORRIDOR I* I 550 I z z f ( 9'-6" - -f- - - --- - - 0Z , ,i 91_0„ 1, l! lJ 1 9'_0" I `O' 1 1- O —T 1 - I I > C o �- 'el< N o0 - - I — E1 - - -1- 9�_a0�� I- - - 1 - - - 1 - - - o 0 n j I I I--: I - I Z B ___ 11 __ __ I __ � _ __ I __ __ __ B A310 �� -- A310 N (8,_0) 0: IN. 1 - — — - - D 1 [ I a 1 ■ . . , C9=0" (9 -0 -1 1 - 1 I. 11. 1.111111.1111111111 N THI5 WIDTH SHOULD BE 3" P { Alk Al& A310 1Y-0" _ ` 9`-0" .a 00 = A310 I 9'-0" FITNESS 9'-0" I 556 I �-- " `�'-0' TOILET 90 558 I L.) 0 I 1V . I11- 11111111 i I ,I I1,11 I II , I 1 I 1 1,, 1 1 1 1 .i ii I II kill ll -1. a • -r L I-- i I " is • )111111.18, 0„ STAIR 2 8 0 - ■ lei. ■ .......______ k 7-7 552 8'-0" E C'-0'� I 1 M A + 1 I 8,_0„ I 11 8'-0" g - _ .- - I 10' o" I I nIan i A - - - - - - I - - I - - - - A LDI REVISIONS m I I I I I ✓ 16-OCT-2018 BUILDING PERMIT RESUBMITTAL L ID © ISSUES,_ b V C iiiiiiii LE)o ■ A311 A311 • PRLIIECT NUMBER DRAWN BY CHECKED BY I I I I I I 16761 AO RLC = U 1 L DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE N THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MM MD ,--I NOT BE DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN a_+ I I I I I CONSENT Of THE ARCHITECT. ®2018 H111 ARCHITECTS N Ce .--*" MIIMIIIMIMMIMIIIU 0 04 I ax 0 FIFTH LEVEL CEILING PLAN Q PROJECT 0 o NORTH ErI f'V r1 °° 0 1 LEVEL 5 CEILING PLAN 1 N co A602 SCALE: 1/8" = 1' 01' yr QA602 ,.. 10 • 9 • 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 H HILL = ARCHITECTS x 1750 BLANKENSHIP ROAD SUITE 4 0 0 WEST LINN , OREGON 97068 TEL 503 . 305 - 8033 FAX 503 . 305 . 8034 ■ ■ IMMIIIIII LD 0 0 0 40 0 I I I I I I 0 I 1 © I ■ A311 A311 ■ 10 — — — — — — — — — — E— — —— - 0 . 1 ' i *ph, I o lY 0 '��>/ ,� E LLOYD H I I �� - I I L_ •,� / `rte �,. 0 — I 10,_0,1 /1/ �► 1 I ; t, 8 o,1 T I `- or Ak_ et I la OF ek? I i 8Ii ' 8,-0') STAIR 1 I Cg'-0" 1 77, 551 I 814" 0 8'-0" 8'-0" 8'-0" 7 7 01-0D 1_____________,,_ 8'-0" I .). 11 1 11 i. 81 ---8.1111 I ir 1- ' I ammail_, 1 0 i L(8'-0') 8'-0' 8 0" 81-011 - 81-011 2` 011 I H 1 1 FL 1 1 Cg1.0°) �-� w WiiiLLA (Q� TOILET _ 1 A-- A310 - --- o— 557 A t _ 0A310 -- — — I -- 8-'-p" ~ COMMUIVITYI -- II --- -- I A310 Hi` p .. 9' b" �4'-p" I 555 1 f--�--t 9'-0" 1 0 %. 12'-0" 0 0 �1 Qi �91-01 , - 0 5c 7 w L iirmiii .____ - - � I < �-■ C91`0D91-01191-0,1I ■ Z 0 w w I CORRIDOR Q Q 550 • T Q ❑ �I ,— - - - - - Z N fV 9,- „ C9-6u� -f- I0 1 9,0 01, ,l0 roe 1 W o 1 > 0 LL 1z'-0" ci T I— I �-b11 1 Z --- — i--- — =IMF•••• _ A310 I A310 C'N (i1-0D— O I C1-6„ l I �Of ! 1- - --- ■ 91-0'1 I is C---31--0;) i I THIS WIDTH SHOULD BE 3" --owl Alk A310 A310 12'-0" -41:1117.111 L +.� 07:01- i 'Or v 0'Q •7` C9'-0" I I C,_0„ FITNESS I 556 I Iii_it9i:0' I I TOILEt 8-141 558 i --0 o (ao,1) ,, '? _ _ T l 1 r91-6" ' I I I E t I 1, II 121-0" 81-0" - i (81-0") 81-0" (oo 8'-0' 8'-0" I J I M, I 101 = �.... . ..:.._ --- .. - 81_011 i _I_ ■ ( 0 STAIR 2 I ■ so (81-0111 552 8'-0" jE ) 81.0" L I 8'-0" 8-1-011 g1-0) I 1 I B _ _ lo'-o" m 1-1 I I III I I A — — — — — — — u ,— — — — A E1 6 I REVISIONS I I I on 16-OCT-2018 BUILDING PERMIT RESUBMITTAL L_ n3 ISSUES D Aft o IN A311 A311 ■ PROSECT NUMBER DRAWN BY CHECKED BY =I I I I I 16761 AO RLC U 1 WD ALL DRAWINGS AND WRITTEN MATERIAL APPEAIUNG HEREIN CONSTITUTE N 1/40 THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY ,—I NOT BE DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN }' I I I I CONSENT OF THE ARCHITECT. C 2018 HILL ARCHITECTS lu IY --- siimiimiiiiinU 0004 Q FIFTH LEVEL CEILING PLAN a PROJECT 0 ch NORTH 0 co ,-1 inummouimimmiN ( fIEVEL 5 CEIUNG PLAN _ --, wir °' A602 SCALE: 1/8" = 1'-0" ` o E 1-1 A602 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 IIIMIIIIMMIINIIMII 0 1 30 0 6 6 F_' .- 0 A700 is moo _______._._._............_._.___. 0 _ F- 7 — — — _ _ _ _ _ _ 0 0 . 0 HILL 01- I = I9'-11° 1 9'-11" I a ARCHITECTS co 10 I 1750 BLANKENSHIP ROAD Ir'-' , I S U 1 T E 400 Ii o WEST [ INN . OREGON 97068 12 I i, 12 TEL 503 . 305 . 8033 FAX 503 . 305 . 3034 I . _ j: , I low F.U.PT. �I I •'` =1 -- <5-06> I r <5-06> • • imiimmiiiimiiiiimmi • 8'-0" I 7 / - i 81-0" ■ CT ae I GUARDRAIL WITH HANDRAIL I I. `r' 3'-101,12" 1 0 ._ m ' - m I �� F,O.PT> : '� CI N o� 1-1 } .. „ I 0 I c� - X702/ I LP I 0 I 0 .9 I ii A7102 /' Of i 1 I�A702 1 1 Lc''I I m JD= I I I1,-) o D1 w • 0 II 0_CD • 11111•1=1.11=11111 I0 , 1 o 1 0 0 0 i T 3'-4' 3'..4 Cl k, CLR , r 1 Orilji1I 11 — - -- II �� I if 7 `` LLOYDN 1 -- \ 1 UP o •�� , UPI? _ u_ I I = -o F.0 PT. vIf ' /f/ , si 1 I I , I. i e s oz I`[ h__ 1� s oz D --„Illor __ OF ■I Iv North Stair Roof „ I: vit Iigi �! i O M.1 E 01). 1 58-0 .- I I - West Roof High 1 ` ' Ti r i- I I L 1 1 r I r 1 1 r l l-m I•Z I i I 1 I I I I I I 5-07 56'-2" 1 <5-07-> • 1 1 ■ miniummiiimmimiiiiiimimmi Ili II! I J • IIN West Roof Low I -- — — — — — — — 52' 2" = 0 T7 ,I0 0 . \\ T4iT 5'-6" I0 0 1]? (4 STAIR 1 -- LEVEL 4 PLAN 2 STAIR 1 - LEVEL 2 PLAN o - Level 5 / I / — - 44'-1" A700 SCALE: 1/4" = l'-0" A700 SCALE: 1/4" = l'-0" Q • .< U 0 (9)1.1 ■cn w Z Z co 1 \\\ z I ELEVATOR SHAFT o Z i z C \\ I 6 6 6 w p 0 A70000cil �- ,e .... A2 A700 A700 .1._,,... I ao CI 0 . ._ 1 , _ T____ 0 _ _ _ 0I - 0 . ., . . . . • . _. - - . - _. -. • . . \ I IIII Level 4 �. �1 — — - - - 33'-10" \ - A6B A6B 1....� 0 E5 —_I ! '' 0 0 9'-1111 I 0 @ �° 9'-11" I o . - - 1 D10._ _ u - ® a N _ 1 -- n \ / 16`-6° 5'-6" n ELEVATOR VENT 9,_3„ \ i' _ @J ,: \\ � o / ]2 I ]2 I J ]2 . 1 �: I 0o • mil_ , -. f I 1. [- 1 N I '� f. T THIS WIDTH SHOULD BE 3" -►I , T I I <5-06> • 7'-10 234/7c�;"© �' ' II '' Cid, I 1 _ I I, s Level 3 8'-0" 1 / Ir, 8'-0" I I 0 "' '. 23' 7" I{ —+1—': A D Li — — -ter 7-\u 0 ! .� ■ M 1 0 0 � I I I H `\ I - ' I I - - <s 07} 1 co 1 i - (J� �. tli �c I N 'gyp 11/1" °- \ - C+"1 GC J 5'-01 21 1 1T-5" 4'-7' 1 - o / 'rx -I F.O1F 0 ' )- 1 1_4 r /' CI) ,N o I i ,� �. . - ! OErei/ • =� 5.---,..„;-----) - II.. 1 1 ! I -- -- E3 I / �// iii i i III yHI ° .. ■ — / — — �;'��,� �.. d _ — Level 2 -' '0 - 8 , ■ smimmoilsoisommusim . VA!;" +� I, . . . . --. •I 13'-4" I -y 03 I� I / Si i ,_ , C i : /'---' . ■r I 3 4 ! I ■; _ CLR. 81 ;n _ I i _ OD •• 3'-4' .-I — A ■I. -0 —� i u CLR. -- /� -As_ a w I .71-J 3f4„ co �r1 • I II 1 1 . — - - { c�K. co D1 ii1 1\i/ 1 .. \ 1 _ ., II- - ...._ 1 , 7__,,,, U' _ ... N ■ . \\ 0 I l� (LEVISlONS ? I i • ` I-_— ._,; 10 ■ 9 •• 8 ■ 7 • 6 • 5 ■ 4 3 ■ 2 • 1 HI - HILL ARCHITECTS x 1750 BLANKENSHIP ROAD SUITE 400 WEST LINN . OREGON 97068 TFL 503 . 305 . 8033 FAX 503 . 305 . 8034 • ■ I A B A B0 0 0 0 CI 41 t„ 7 7 7 7 71 8'-0" ,,,,. 0 I I j i ' : -- 1I I - I I__i.' r —1 I � A702 ) A70D 5-07 <5-07> Mr I I I 0 . — -J ill, - - L — J0 ———I --1- I 0 ' i ■ 11'-11" 5`-4 3/8.. -- I I I I�� i 1 I -- I ■ imiummi / 1a . 1 .�— --- r 1 A702 - -. 17 1 O <5-02> — DI (S-02> EMI ' IMM _ -, 0 1 1 D1 I -�I 1 1 � ;v % t IF0 I I I G 1 I �'I' I I F,O,PTI _ ! 1, ') — ■I I■ — — South I pL_ —I—cam I P i _ -�I �4 // Al i v �� 41i? 0 ,� I I • I . I A 2)I o �J I A, i , . I , 1 ; -/. �, 0 _ West Roof HighS I I PNG I0 Lor . 1 I - I Iy ! — III \ // m I I I I I 56'-2" I I \ 1 I B18 "v 1 I I� ! � � i qf OF kiii ce ti, °� 0 ' v ' . -,i- 1 i \ --- -_ ::,l` — — — —\ West Roof Low \ 1°- /-46---._— I 1, Ing � iII---., , - B _ I �� B - I �, B - L2 to - ----- - I I I in \.LJ -I--' - - r r I . � 3' 7 5/8" I aoif) i 3�.?5/8�� ,`�j oo I , • 0 o0 / >' i-.-, / M M / 0 J 1 I :LR. --_ � un 1 -7 I • ,� • ! // f 7 • I I, A — 1 - - — \ 0 I j®-Ir A — 1_ _ I — \ A — I _ I _ \ z ri,UJ \�- — _ —— —\ Level 5 8 ` 8Alk 8 A W 414 IIr 44'-1" A701, A701 A701 A701 A701 A701 1I l! I ,- I • _--rn I ` 1 EQ EQ 3'-1( 1/4" 3'-10 1/4" , 3'-101/4" I o u .71 D1 AllillitF 7/ / / / 1 / ._...j ! E' I // / 7'-8 1/2" f. / 7'-S 1/2" Ce o 71 tc, 5 ,( / / / / ,( L., 0 = I < 0 • `j 64 41 41 4D 41 0 W-4 Z z o' I I `� — L- I _ I � — Level4 STAIR 2 ROOF LEVEL PLAN STAIR 2 LEVEL 4 PLAN STAIR 2 LEVEL 2 PLAN N \ — — (6) �4 2 w33'-10" oen A70SCALE: 1/4" = 1'-0' A701 SCALE: 1/4" = I'-0" 701 SCALE: 1/4" = 1'-0" a . ,,e 0- c "' I cq I � I Ij „_ o ch M _ < 0 0 0 3 1.90 1 i I I I J ,� a r 4-_ i 't72 7 I \ Level 3 AL i • , -- - — -� — — — — — —231-7" rL — � ' I t f ■ �, I ! I I \ — KJ,r I I r� 7HI5 WIDTH SHOULD BE 3" cc / i cc! \•-•._._ ` � ! °7> iJ I - L _ ( J En 1•61 - — — ce - 1111.1111! r I I I Bbl o' �� M I � Iipi I \ I '� \ \ I /' Q Isp , L:------I , ' S-02 `i� 4S-02> EQ 0 _Q cc! , e._5_ // 0 I .1 I ' ' 1. I i . • °° �' -- X.75�g 1 0 1 En ce I I r__7 I IT .t 0 _1-, - - L_ o f P t_ — - - c P -] .i r`ll L-- Level 2 o I o II 1-.1 � ) • da c A . .i ♦_ - I \\ 5, - L. I I D3 I Iii I - I `� E I I --, el to -. 0 2 hi 7 , e o -. .: r5P La ■ \.n / I� e I I BiB� I. ■ IIS -- I A9B N_ co _ l L_ / 1 I El Bo ^� /r L-7 \_ our — I ; I r�-� cn IY - L-� , I I IL:= r — — -2-En :Fe, \\; oo L_ 4aA6B \\ I C — - 'ilii///�i� 5 07 5-02 1 , — S-07 i H / • I N // / / I H15/811 s� o I 3. , 5/8.. l =��1, 0/re} VI / - ,_ i_ — . -•I .._._ m [;,- - �. — -- — l\ -", • . �/ South Stair Lobby — I -0 \ f = � =_ A2 _ \ L - - �■ \�I • --- \ - -�- - = ,. -41316" Q — — - � I1 — _ — 1 / ®-/ NN — I BUILDING PAD A — — — — — —0 — A — — - - - — — — — _ — \ I 234'-0" I I —� 1 — _\_ REvIS[ONS N 1 I I I I I I I 8 8 7 8 0 A9B v16-OCT-2018 BUILDING PERMIT RESUBMITTAL As A701 A701 A701 A701 A701 A701 ISSUES U •I / EQ / EQ `, EQ J EQ / EQ / EQ '1 • PROJECT NUMBER DRAWN BY CHECKED BY xl A (B) B.6 A B B.6 / 7'-81/2" 111 , 7'-811/2" } 81_0" f� 16761 AO RLC (f) / � I — / 6'-0" INENNiumimu / 8'-6" / ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE N l0 THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY 7-1 NOT BE DUPLICATED,USED OK DISCLOSED WITHOUT THE PRIOR WRITTEN y0 0 ID 4 CONSENT OF THE ARCHITECT. .; 1,1 ®2018 HIL[ARCHITECTS C.1 CZ 11.11..1.11=11111 U a ENLARGED STAIR & 0 STAIR 2 SECTION 1 STAIR. 2 SECTION 2 s STAIR_ 2 - LEVEL 5 PLAN 3 STAIR_ 2 - LEVEL 3 PLAN STAIR 2 - STREET LEVEL PLAN ELEVATOR PLANS, SECTIONS, I A701 SCALE: I/4" • 1'-0" A701SCALE: 1/4" = 1'-0' A701 SCALE: 1/4" = 1'-O" A701 SCALE: I/4" = 1'-0" C-I , 701 / SCALE: 1/4" = 1'-0" N DETAILS co 0 1'V al 1 o i6 cl A701 10 • 9 • 8 • 7 • 6 • 5 • 4 • 3 • 2 • 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 • 3 ■ 2 ■ 1 1'-0" 7 "SOUTH STAIR" AT OTHER STAIR, \ ,,` . TYPICAL TYPICAL F' _ A NTE: A PIPE 1-1/4", TYP, HORIZ NORTH STAIR NORTh STAIR ' NORTH STAIR NORTH STAIR 1. CHARACTERS AND THEIR BACKGROUND HILL SHALL HAVE A NON-GLARE FINISH. CHARACTERS SHALL CONTRAST WITH THEIR PIPE 1- 1/4" @ 5'-0" O.C. MAX. VERT. ARCHITECTS 1 t'FI 8 28 BACKGROUND, WITH EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR 1 7 5 0 BLANKENSHIP ROAD DARK CHARACTERS ON A LIGHT LA-, a BACKGROUND. S U I T L 4 0 0 WEST LINN . OREGON 97068 , 3 42. SIGN'S CHARACTERS AND ARROWS TO BE Tit 503 . 305 . 8033 FAX 503 . 305 . 8034 RAISED AND BRAILLE TO BE PROVIDED PER ICC ;o � ` ANSI 117.1-2009, PIPE 1-1/4" HANDRAIL -' L.• • LEVEL 1 LEVEL 2 LEVEL 3 ANSI BRAILLE PER ICC 117.1-2009, LEVEL 4 TYPICAL NOTE: 1. WELL ALL JOINTS LEVEL 1 LEVELS 2-5 - LEVELS 2-5 - LEVELS 2-5 - - 2. HOT-DIA GALVANIZE AFTER EXIT ' EXIT DOWN EXIT DOWN EXIT DOWN ;-_' TO LEVEL 1 TO LEVEL 1 TO LEVEL 1 , 4" WALKING SURFACE WALKING SURFACE WALKING SURFACE 1$0_, \ 7F — , \ r ( 0 DIRECTIONAL STAIR SIGNAGE `" A702 SCALE: 3" = 1'-0" , zgin 2014111r �, �..r.�.` 3T ; s ■r / .,1, 6' I- ' LAG$ R TO [V �fJ i 131/256" *4‘./ a MIN. 2'-6" CLR. I .•• ft LLOYD " - ,� / 'r ' STEEL CHANNEL STRINGER .. • ,aV / IL / 8° STEEL TREADqr tib 4) 1 / O 0 3'-6" f \ f----1P ,.' 4'4 • LI F o SECURE LADDER TO WALL WELDED STEEL PIPE / . CFI • miimmim in ` HANDRAIL WALKPAD -- -- ■ °2 u v 1— _ s _ CZ) H . . v. .. .... ... . .. .. _ Z STEEL ROOF L. ACCESS SHIPS u, w LADDERS PER OSSC 1009.16 z 0 10 SHIPS LADDER PLAN 7 SHIPS LADDER SECTION (-3- GUARDRAIL AT ROOF = o A702 / SCALE: 1 1/2" = I'-0" A702 SCALE: 1 1/2" = 1'-0" A702 SCALE: 1 1/2" = 1'-0" 5 , v O F, E.4 u-+ ua • ■ w z Q H z O 0 N' •< N. 11/2"---, Z1 1/4"�/ . N 1-1/4" PIPE HANDRAIL 1-1/4" PIPE HANDRAIL • ■ 1-111- THIS WIDTH SHOULD BE 3" -111.-1 EASE EXPOSED EDGES I—I ,,,,er ,,--'>a<J,/, ! Ln 1X8 TOP CAP 1 1/4„ 1 1/4" CI ►� _ I 3/8 x 3/4 TRIM ' • 3 1-1/4" PIPE HANDRAILr:. -I "' • 42" MIN. MTL. GUARDRAIL & M • 4 \ • �. • . M M �• M M M tr_ 1 \—• -• 0 Fn rn.6' \—• \ • 'ti • • O• a0m (-el' • S U a� 1 • 1 v Fn in L \ • • as REVISIONS LE MM I), 7.77H ... 16-OCT-2018 BUILDING PERMIT RESUBMITTAL M 0 WALKING SURFACE WALKING SURFACE M �- WALKING SURFACE 0 WALKING SURFACE IssuEs 7 a) • ■ PROIECT NUMBER DRAWN BY CHECKED BY II 16761 AO/KT RLC in U I lQ All DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE r. THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY VD NOT BE DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF THE ARCHITECT. ®2018 HILL ARCHITECTS Ce U Q '4Aih STAIR DETAILS E a. N r' CI STAIR 1 HALF WALL WITH CAP 9 STAIR 1 GUARDRAIL 5 STAIR 1 GUARDRAIL4 ri I 1 HANDRAIL00 N 702 / SCALE: 11/2" c 1'-0" A702 SCALE: 11/2" = 1'-0" A702 SCALE: 11/2" = 1,-0" �A702 l SCALE: 11/2" = 1'-0" IMMIMMEIIIIIIMMIMIIII al ,- a A702 113 0 10 ■ 9 • 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 10 • 9 • 8 N 7 • 6 • 5 • 4 • 3 • 2 • 1 / -----. R > =1- -11-- -- ,i, . H FACE OF CONCRETE OR MASONRY WALL . (WHERE OCCURS) . _4014 I- ' ----- * * ( .> < I I 1-irg: *4 0 A OOP (1) LAYER 5/8"TYPE 'XG.W.B, -K 3-5/8" METAL STUDS @ 24" 0,C. MAX.,TYP, U.N.O. MEETING ROOM SIDE -40 1 HILL , - ....._ n.:4- 3-5/8" METAL STUDS @ 24" 0.C. MAX., TYP. U.N.O. • ,,-- •,, A P,CHITECTS 2 x 6 WOOD STUDS @ 16" 0.C. MAX,, TYP. U.N.O. -40* 14440C WALL INSULATION = 1/2" MIN. AIR SPACE >---------_ 7•• ii,P • 1 7 5 0 BLANKENSHIP ROAD 2 x 6 WOOD STUDS @ 16" 0.C. MAX,,TYP. U.NW .O. W.* te • WALL SHEATHING SUITE 400 (1) LAYER 5/8"TYPE 'X'G.W.B. --..-- (2) LAYERS 5/8"TYPE X G.W.B. I*‘4". S$Sfr WATER RESISTIVE BARRIER(W.R.B.) WEST LINN OREGON 9 7 0 b 8 11 • (1) LAYER 5/8"TYPE 'X' WATER-RESISTIVE G.W.B. • TEL 503 . 305 8013 FAX 503 . 305 . 8034 IN BATHROOMS ,_, WALL INSULATION ,, ,A p. 940:4 41. ' 1-1/2" RIGID EPS INSULATION WALL INSULATION (WHERE OCCURS) -gaol il, • 1:11111 * WALL INSULATION 7,. 4 1/2" MINAIR SPACE IN4S / . 1. -- - RESILIENT CHANNELS -- (1) LAYER 5/8"TYPE 'X'G.W,B. : 0 (WHERE OCCURS) (1) LAYER 5/8" WATER RESISTIVE G.W.B.i • As,-- 6,. CMU VENEER • I L--__--- , IN BATHROOMS 1 • 1-' s '• -4111.1 — 6'' PRECAST CONCRETE VENEER BELOW CMU (1) LAYER 5/8"TYPE 'X' G.W.B, FIRE TEST .III 11 GA FILE NO,: WP-3245 # UL R14196, 05NK05371, 2-15-05, \, - • • 1 FIRE TEST - UL DESIGN U305 FIRE TEST • 1 FIRE TEST FIRE RATING: 1-HR •a. 'WS UL FILE NO.: U419 FIRE RATING: NONE PLAN VIEW FIRE RATING: NONE : ‘ • • FIRE RATING: --- SOUND TEST - — , (-I SOUND TEST GA FILE NO,: WP-3245 PLAN VIEW SOUND TEST SOUND TEST La PLAN VIEW NRCC TL-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 rczi , FIRE PARTITION - 2X6 WOOD STUDS B2 INTERIOR WALL - 2X6 WOOD STUDS EXTERIOR WALL - 3-5/8 " METAL STUDS A800 NON-RATED, NON-BEARING SCALE: 1 1/2" = 1'-.0" k..8131 1-HR RATED, BEARING SCALE: 11/2" = 1 -0" A800 NON-RATED, NON-BEARING SCALE: 11/2 = 1 -0" /i.80..) 1-HR RATED INTERIOR EXPOSURE ONLY SCALE: 11/2" = 1'-0' • (-" III IIIIIIII GRID . „ i . ,. GRID ... g a Lu'-uj % 1 APik • ci , ce 4" 1C-H1 SHAPED METAL STUDS @ 24" 0.C. m o s • / A --.. 0 0 i U.: LJ ft LLOYD ' - ;,, , •.. ..-,• • 2 x 4 WOOD STUDS @ 16" 0.C. MIN.TYP. U.N.0,, " k -• ---;---• — CLADDING Oiir iiIV SHAFT SIDEA ...s... ......0...._ I - ,... I- EXTERIOR -, .--wi--- --quir•-1 2 x 4 WOOD STUDS @ 16" 0.C. MAX., YP. U.N.O. . •• - . -, 2 x 4 WOOD STUDS @ 16"0.C. MAX,,TYP. U.N.O., . .- .4 -, = -•-; - : - - _ . (1) LAYER 1" PROPRIETARY TYPE 'X' FIBERGLASS-MAT -.. , >---C-7 •---1------ (1) LAYER 5/8"TYPE 'X'G,W,B. BOTH SIDES - . - : , CONCRETE WALL- WIDTH 'W' EQUALS '411F 61'. - G.W.B. PANELS INSERTED IN 'H'STUDS 7/8" LONG 6d COATED NAILS @ 7" O.C.0.C. • •,- , •. , , 8"AT WALL TYPE 'A6A' 1 d WALL INSULATION. WALL INSULATION ,-- -.- -4 - : • . 10"AT WALL TYPE 'A6B' ZN .•`: • :: (WH ERE OCCURS) 1_, ._ .( 1" MIN. AIR SPACE (WHERE OCCURS) _- -•'d 12"AT WALL TYPE 'A6C' (2) LAYERS 5/8" PROPRIETARY TYPE 'X'G.W.B. ',.• (1) LAYER 5/8"TYPE 'X'G.W.B.(1) LAYER 5/811TYPE 'X' G.W.B. ,,•-; -.4. 2. ... -.-I--- WATER RESISTIVE BARRIER (W.R.B.) • ,.• -__ (1) LAYER 5/8" WATER-RESISTIVE G.W.B, - = -. •4• • miimmimullommi (1) LAYER 5/8" WATER-RESISTIVE G.W.13, WALL INSULATION IN EACH ROW • .. . " WALL INSULATION IN BATHROOMS • .. - - .. - ,. . IN BATHROOMS , -4, • - • - - • FOR WALLS WITH FURRING, SEE FURRING ... I ......o...... WALL TYPES SHOWN ON PLANS fi . ., FIRE TEST --quPP-- \— - .1.IIIIrib.,...i ......m...... .:-..; --• • . • • c . .. . . un GA FILE NO,: ..• UL R2717, 08NK012297, 9-11-08 ROOM SIDE FIRE TEST FIRE TEST FIRE TEST . .. . ,. , • - H UL DESIGN V473 - ir - UL FILE NO.: U341 y,-7 - •=....-:'- ,' FIRE TEST FIRE RATING: 2-HR FIRE RATING: NONE PLAN VIEW FIRE RATING: 1-HRRATING: • :WIDTH- •.- •4 I 4''' ,.. „,°• - IBC TABLE 721.1, ITEM 4-1,1 FIRE NONE Z - 1- '-- - FIRE RATING: 3-HR. W-4J LU PLAN VIEW SOUND TEST PLAN VIEW SOUND TEST SOUND TEST PLAN VIEW SOUND TEST SOUND TEST Lu NGC 2198 --- PLAN VIEW STC RATING: NONE STC RATING: NONE STC RATING: 54 STC RATING: NONE STC RATING: NONE H z a r:j ' SHAFT WALL - 4" C-H METAL STUDS FURRING - 2X4 WOOD STUDS rc FIRE PARTITION - DBL 2X4 WALL 43 -i INTERIOR WALL - 2X4 WOOD STUDS EXTERIOR WALL - CONCRETE a4 ,.., u 2-HR FIRE BARRIER, NON-BEARING SCALE: 11/2" = 1 -0" ,,,...._ A80 ) NON-RATED, NON-BEARING SCALE: 1 1/2" . 1'-0" 800 1-HR RATED, BEARING SCALE: 11/2" = l'-0'' s,.,.._ A80_(?) NON-RATED, NON-BEARING SCALE: 11/2" = V-0' 81:/9 3-HR RATED SCALE: 11/2" = 1'-0" 0 ›. d c: < c... u o GRID • • 3jglit Lill- < < 6 GRID GRI_1:1 (- a c .,, 0 . - -- Lc ,f, - , „..._ 2-1/2" 'C-H' SHAPED METAL STUDS, 25 GA. GALV. STL. 3-5/8" 25 ga. METAL STUDS @ 24" 0,C,TYP. U.N.O. @ 24" 0.C. MAX., TYP. U.N.O., RE: STRUCTURAL 7 f A, _j • -I c7, .. -------Th E • - L.: _ I • 1 4 SHAFT SIDE WALL SHEATHING (WHERE OCCURS) I---- EXTERIOR CLADDING z SEE EXTERIOR ELEVATIONS ... f 2 x 4 WOOD STUDS @ 16O.C. MAX. STAGGERED Z " - = " 80.C. ON 2 x 6 PLATE,TYP, U.N.O. CN -.,- • 2 x 6 WOOD STUDS @ 16" 0.C. MAX,,TYP. U.N.O. (1) LAYER 1" PROPRIETARY TYPE 'X' FIBERGLASS MAT ... (2) LAYERS 5/8"TYPE 'X'G,W.B. (4 . , CMU WALL- WIDTH 'W' EQUALS N- Li •_ G.W.B. PANELS INSERTED IN 'H'STUDS o 6" CMU AT WALL TYPE 1A9A" d y Lt. : • 1'5' •-:_ • 8" CMU AT WALL TYPE `A9131 (2) LAYERS 5/8"TYPE 'X' G.W.B. _____ (2) LAYER 5/8"TYPE 'X' G.W.B. • -.- - WATER RESISTIVE BARRIER (W.R.B.) (2) LAYERS 5/8" PROPRIETARY TYPE 'X'G.W.B, ' M- ' • ---- 'v. ------ I FOR WALLS WITH FURRING, SEE FURRING --1- WALL SHEATHING s mmiimmimmi • .. .: • • ... -.4 .c (2) LAYER 5/8"TYPE 'X' G.W.B. WALL TYPE SHOWN ON PLAN 1-41- THIS WIDTH SHOULD BE 3" -0.-I WALL INSULATION WALL INSULATION -------__ , 7 -All - ..r (1) LAYER 5/8"TYPE 'X'G.W.B. ,2. WALL SHEATHING (WHERE OCCURS) FIRE TEST WALL INSULATION - , FIRE TEST - -1 FIRE TEST GA FILE NO.: 3910 : UL R4024, 1WO-P3411-6385 WASSIt*t FIRE TEST UL R2717,G0A8f%FIIKLOE112(297:1P--1710-5048 WALL INSULATION IBC 16-1,3 TABLE 721.1(2) FIRE TEST UL DESIGN V473 FIRE RATING: 2-HR ,_- GA FILE NO.: WP 1545 FIRE RATING: 2-HR 4........ ........._ FIRE RATING: 1-HR 4toC,+4+4; IBC TABLE 721.1, ITEM 3 FIRE RATING: 2-HR. INSIDE ONLY PER SECTION 705.5 FIRE RATING: 1-1-111 • SOUND TEST PLAN1 VIEW SOUND TEST v.-- :1 c) PLAN VIEW SOUND TEST PLAN VIEW GA FILE NO.: WP-1521 GA FILE NO.: WP-3910 SOUND TESTPLAN VIEW SOUND TEST RALTL09-358, 12-8-08 NRCC815-NV, 2-3-81 NGC 2377, 5-19-70 PLAN VIEW SIC RATING: 50-54 STC RATING: 55-59 SIC RATING: 50-54 STC RATING: NONE STC RATING: NONE Cji SHAFT WALL - 2-1/2" C-H MTL STUDS (b- FIRE BARRIER 3-5/8 " METAL STUDS r-c FIRE PARTITION 2X4 STAGGERED rA--.9 EXTERIOR WALL - CMU A2 EXTERIOR WALL - 2X6 WOOD STUDS A80.0.) 2-HR FIRE BARRIER, NON-BEARING SCALE: 11/2" = 1 -0" A800 2-HR RATED, NON-BEARING SCALE: 11/2 = 1-0" ./i80yl 1-HR RATED, BEARING SCALE: 11/2" = 1'-0" A802) 2-HR RATED SCALE: 11/2" = 1-0" A800 1-HR RATED INTERIOR EXPOSURE ONLY SCALE: 11/2" = 1'-0" M • xi— I ul GRID '-'17--- , FACE OF CONCRETE OR MASONRY WALL (WHERE OCCURS) -Z; •VA*:• (1) LAYER 5/8"TYPE 'X'G.W.B. LD F.- Ln= , -K 3-5/8" METAL STUDS @ 24" 0.C. MAX,,TYP, U.N.O. _ _____ - - 2-1/2" METAL STUDS @ 24" 0.C. MAX.,TYP. U.N.O. 6 1-4 co • -...w. 40.- - --• WALL INSULATION ....„.„ mur-- 2 x 4 WOOD STUDS @ 16" 0.C. MAX. STAGGERED , ' I-.0- EXTERIOR CLADDING -4. < I • ' - IPI ':' REVNONS %.0 g 0 l - -- 1, 1 - 2 x 6 WOOD STUDS @ 16" 0,C. MAX,,TYP, U.N.O. rrl .441%4• WATER RESISTIVE BARRIER (W.R.B.) f (1) LAYER 5/8"TYPE 'X' G.W,B. rao 4 • i 16-OCT-2018 BUILDING PERMIT RESUBMITTAL -om (1) LAYER 5/8"TYPE 'X' WATER-RESISTIVE G.W,B. -,--- (2) LAYER 5/8'TYPE 'X' G.W.B. .i'''' -1 (.0- (1) LAYER 5/8"TYPE 'X'G.W.B. BOTH SIDES 1 ;••:•:•:%•:e f..V,-• 1-1/2'' RIGID EPS INSULATION isq:Es . •H-I— WATER RESISTIVE BARRIER (W.R.B.) -ccu IN BATHROOMS w/ 1-1/4"TYPE 'W' DRYWALL SCREWS @ 12" 0.C. MAX OR sd 11 6d (1-7/8" LONG, 0.0915" SHANK, 1/4" HEAD) COATED 1/2" MIN. AIR SPACE i',I" (1) LAYER 5/8"TYPE 'X' FIBERGLASS-MAT G.W.B. . PROJECT NUMBER DRAWN BY CHECKED BY 0 M -( (2) LAYER 5/8"TYPE 'X' G.W.13, L_ 1 WALL INSULATION DRYWALL NAILS @ 7" O.C. MAX 16761 BC/RC RLC = m (WHERE OCCURS) 4 ' 6" CMU VENEER , , WALL SHEATHING imnm om • cn • L.) FIRE TEST I WALL SHEATHING (WHERE OCCURS) --,-- 6" PRECAST CONCRETE VENEER BELOW CR ; -iiift WALL INSULATION GA FILE NO.: WP-8109 kio-I -.Sp ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE N FIRE TEST FIRE TEST UL R3501-47, -48, 9-17-65, THE ORIGINAL AND UNPUBLISHED WOELX OF THE ARCHITECT AND MAY UL DESIGN U309 NOT BE DUPLICATED USED OR DisctosED WITHOUT THE PRIOR WRITTEN -it.CI WALL INSULATION GA ELE NO.: 3910 - - - CONSENT OF THE ARCHITECT ,.. GA FILE NO,: WP-3605 OR WP-3614 '-- UL R1319-129, 7-22-70, WP4135 0 2018 HILL ARCHITECTS () FIRE TEST UL R4024, 10-31-68 1 I FIRE TEST < '.., (1) LAYER 5/8"TYPE 'X'G.W.B. UL DESIGN U314 mmiimmi FIRE RATING: 2-HR , UL Design U305 UL FILE NO.: U419 >-<- J 'j FIRE RATING: 1-HR 0 --- FIRE RATING: NONE PLAN VIEW FIRE RATING: 1-HR :,__. I • • FIRE RATING: --- :±I I SOUND TEST CONSTRUCTION < _L , SOUND TEST SOUND TEST : PLAN VIEW SOUND TEST SOUND TEST I GA FILE NO.: WP-3240 GA FILE NO. WP-3910 PLAN VIEW NGC 2377, 5-19-70 PLAN VIEW PLAN VIEW ASSEMBLIES rnm STC RATING: NONE STC RATING: 50-54 STC RATING: NONE STC RATING: NONE STC RATING: NONE --1 _, E3 FURRING - 3-5/8 " METAL STUDS FIRE BARRIER - 2X4 STAGGERED 3,_. INTERIOR WALL - 2X4 WOOD STUDS A8 EXTERIOR WALL - 2-1/2 " METAL STUDS ( A EXTERIOR WALL - 2X6 WOOD STUDS y 1-HR RATED A800 NON-RATED, NON-BEARING SCALE: 11/2" = 1 -0" A800 2-HR RATED, BEARING SCALE: 11/2" = 1'-0" A800 1-HR RATED, BEARING SCALE: 11/2" = 1 -0" A800 1-HR RATED INTERIOR EXPOSURE ONLY SCALE: 11/2" = 1 -0' A800 iSCALE: 11/2" = V-0" ni8 r-9 , 2 10 s 9 m 8 IN 7 • 6 • 5 • 4 N 3 N 2 N 1 A800 a 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 HI HILL ARCHITECTS = = 1 750 BLANKENSHIP ROAD SUITE 400 WEST L1NN . OREGON 97068 TEL 503 , 305 . 8033 FAX 503 . .305 . 8034 ■ • 11111• 11111 w ■ ■ DRAINAGE MAT OVER SHEET WATERPROOFING a* % r l c MEMBRANE 9, `u+ A CONCRETE TOPPING SLAB ef THICKNESS&REINFORCEMENT PER STRUCTURAL N LLom 1 I X 7 / fir d 416 1 4r 4 OF4%% i~ ■ ■ 314" PLYWOOD UNDERLAYMENT T&G DECKING PER STRUCTURAL JOIST/BEAM (BEYOND) PER STRUCTURAL FIRE TEST H FIRE RATING: NONE w NOTE: SLOPE ASSEMBLY TO DRAIN PER EDGE BEAM ELELVATION SOUND TEST w SECTION VIEW SIC RATING: NONE H Z o C.' u W J 1V3 FLOOR -- OUTDOOR DECK < 0 o � 1:4W A801 CONCRETE TOPPING ON 3X DECK SCALE: 1 1/2" = 1'-0" v o W ■ ■ W Z Z Ci pZ [V N n FLOOR FINISH PER IFI (WHERE OCCURS) DRAINAGE MAT OVER SHEET WATERPROOFING w `z 0 o N. POST TENSION CONCRETE FLOOR SLAB CONCRETE TOPPING SLAB 4< THICKNESS &REINFORCEMENT PER STRUCTURAL >< ><. 4 > c\I 5 E4 r 4• ■ "' s• •s• •••••s• \ ■ THIS WIDTH SHOULD BE 3" --NH A1141AA1A*AW 3/4" PLYWOOD UNDERLAYMENT CEILING INSULATION T&G DECKING PER STRUCTURAL PROTECTION MEMBRANE FIRE TEST JOIST/BEAM (BEYOND) PER STRUCTURAL STICK PIN INSULATION ATTACHMENT IBC TABLE 721.1 (3), ITEM 1-1.1 FIRE TEST FIRE RATING: 3 FIRE RATING: NONE C.1 L) SOUND TEST NOTE: SLOPE ASSEMBLY TO DRAIN PER EDGE BEAM ELELVATION SOUND TEST SECTION VIEW STC RATING: NONE SECTION VIEW STC RATING: NONE c FLOOR - POST TENSIONED SLAB (V2 FLOOR -- 3X DECKING _8°j1 ' 3-HR HORIZONTAL SEPARATION SCALE: 1 1/2 = V-0" �ABay HEAVY TIMBER FOR 1-HR RATED SCALE: 1 1/2" = 1'-0' ■ ■ � FLOOR FINISH PER FLOOR FINISH 1" GYPSUM CEMENT FLOOR TOPPING 1" FIBER CEMENT TRIM ALL SIDES (OVER SOUND CONTROL MATTING AT HARD XSURFACE FLOORING) ROOF SYSTEM 7 (this is a keynote) ROOF TRUSSES 21-0" O.C. MAX FLOOR SHEATHING //` 1//,; ROOF SHEATHING �, ,;/, CONCRETE SLAB-ON-GRADE co ;iii I%iii _-_� PROVIDE BAFFLE OVER INSULATION TO co r'�,. STRUCTURAL P.T. WOOD POST r ; r /l%/, i � I`/� - — - —y_� _ MAINTAIN 1"VENTILATION CLEAR SPACE iii I�� .. d .. d OVER INSULATION J,i iy/,5 d. �-...-..t.. .........' BLOWN IN INSULATION v s v3 / / 1///, WEATHER RESISTIVE BARRIER v !moi% .,. ... .fiyrw<l��W/7///i7/ii A4 �� moi. ag �* T� 16-OCT-2018 BUILDING PERMIT RESUBMITTAL ro Ti�i;;i%�ii%;i„,z,,ii i% 4 • • • ft \ A 4 II 1- ISSUES c „ ,_ _1 . SEALANT, EACH CORNER V•l•i.•�•�a�•�a� _ X i- , L o ■ )+.41.1..gi..f.Imp4...,...,0 vv. .. _ ._. • PROJECT NUMBER DRAWN BY CHECKED BY LI n /--V rlc' 9,/lam/19�1�� I. \ /\ 16761 BC/RC RLC U 3-1/2"GLASS FIBER INSULATION iminomiumi ti ,--1I BEAM PER STRUCTURAL DWGS. AT BOTTOM OF FLOOR CAVITY m \ (2) LAYERS 518"TYPE 'X' ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE GRAVEL SUBGRADf PER GEOTECH REPORT RESILIENT CHANNELS AT 16" O,C. THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY �o GYPSUM BOARD FIRE TEST -I 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. n NOTE: ES REPORT ESR-1153 FM FC Ie V SEE EXTERIOR ELEVATIONS FOR FIRE TEST •'ES REPORT NO.: ESR 2540 , 2-25-720 201 HILL ARCHITECTS ce PROVIDE NONCOMBUSTIBLE ITS, 8-6-98 u FINISHES FIRE RATING: NONE NOTE: INSULATION ALONG LENGTH OF FIRE RATING: 1-HR. FIRE RATING: 1-HR BASED ON ESR-1153, EACH JOIST, DIVIDE SO THAT NO SOUND TEST ¢ CONSTRUCTION E SOUND TEST ASSEMBLY B, OPTION 2 SPACE EXCEEDS 160 CUBIC FEET SOUND TEST a' IIC RATING: 50 54 GA FILE NO.: en TYPICAL SLAB-ON-GRADE SECTION VIEW STC RATING: NONE TYPICAL GUEST ROOM FLOORING/CEILING ASSEMBLY SECTION VIEW SECTION VIEW -- ASSEMBLIES STC RATING: 58 ___ rV Z1 COLUMN - WOOD POST Vf FLOOR - WOOD HOISTS T1ROOF - WOOD TRUSS N A801 AT PATIO/DECK (LOOKING UP) - NON-RATED SCALE: 3" = V-0" A,x 1 FLOOR LAB O N RADE 801 1-HR RATED HORIZONTAL ASSEMBLY SCALE: L 1/2" _ > o" A801 1-HR RATED ROOF-CEILING SCALE: I I/2" = 1' o" MMIIIIIII coo \ A801 SCALE: 1 1/2" = 1'-0" rf A801 a ru 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 o 2 ■ 1 10 • 9 • 8 • 7 • 6 • 5 • 4 • 3 • 2 • 1 immuimmii NOTE: / A i \ 1, HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS o _ z '-' \ v). / 2 4"-4.8" PERIMETER = + p1-I MAX FOR NON-CIRCULAR N 711 FIG. 303.2 l J CROSS SECTIONS z CARPET ON FLOOR SURFACES ci) -J m I4... BOTTOM OF GALV. CHAIN -ATTACH SECURELY TO "' �._ _ P.T. SLAB SLAB&PVC TUBING WITH EYE BOLTS ITI 1 1.. L I ., A \ 24" MAX 48" MIN 24" MAX 2 V 2" MIN M ► ARCHITECTS 1. J 1 D. HANDRAIL ALTERNATE GRIPPABLE AND B. HANDRAIL PLAN J w 1 7 5 0 BLANKENSHIP ROAD f 1 '� SECTIONS PROFILES UNINTERRUPTED I� oo "' 1'-0" 2'-0"TYP. re CROSS SECTIONS v 11/4" MIN �' �' / SUITE 400 - °'' 1/2�, 1 1/2" MAX ::I(((� � ] ;,_ -� / CONTRACTOR TO "VT / / \ WEST LINN . OREGON 97068 • I COORDINATE I I 1 3" MAX NOMINAL iiiiiiiiiiiiii 'I/III//I///1 MAX. HEADROOM 8'-2" /////////// TEL 503 . 305 . 8033 FAX 503 . 305 . SO43 ` ~) HANDRAIL ATTACHMENT r y , DIAMETER / z z ) z z A -Jr" li x { ) INTO CONCRETE, CMU, l I / 8'-0" / ;s, N-x o 7.1 _ 20A METAL FRAMEDWALLS. I% AN • M M , ) M M - 2 0 PROVIDE BLOCKING/BACKING I I 4 x IIL , PRIOR TO ENCLOSING • NIII WALLASSEMBLY - i-J . cL °C (B) RAMPS *r.ril __ a� —mac I l ^' a 3" HIGH WHITE LETTERING ONE SIDE ONLY, 8" SCHEDULE 80 \ 16 GA. SHEET METAL AT l _ ::) 1% o (A) STAIRS FACE TOWARDS GARAGE ENTRANCE AND GRAY PVC TUBING METAL FRAMED,2X12 \ I r o z LABELED AS FOLLOWS, (B) �'Q�o SOLID BLOCKING @ WOOD •� r -• • o Q o FIG. 505.4 MAX. HEADROOM 81-2" (AT GARAGE ENTRANCE) o �`L FRAMED AS REQUIREDTO I - N z HANDRAIL HEIGHT SUPPORT LOADS ON r FIG. 403.5 FIG. 303.3 s\/ HANDRAIL PER CODE I r FIG. 505.10.2 NOTE: CLEAR WIDTH OF AN ACCESSIBLE ROUTE BEVELED CHANGES IN LEVEL MINIMUM 111 TOP HANDRAIL EXTENSIONS AT STAIRS 1. HEADROOM TO INDICATE 8'-2"AS SHOWN ON PLANS w METAL BRACKET L 4 _ 0 WALL ASSEMBLY, SEE t V 'I 2 MIN PLAN FOR TYPE C. HANDRAIL ELEVATION A. HANDRAIL SECTION irkCLEAR WIDTH (1 -6CHANGE IN LEVELMETAL HANDRAIL DETAIL ,�2" MIN, _ . . _ . . _______.--—--—t (4 CLEARANCE BAR DETAIL /A810 AT ACCESSIBLE ROUTE SCALE: 1/2" = 1' o" A81,0) AT ACCESSIBLE ROUTE SCALE: 12" = 1' 0" A810 SCALE: 3" ° 1' 0" A810 SCALE: I/2" = J'-0" • ■ IMM • ,, 32" MIN 1 32"MIN 1"'I --i6-"" 1"-ai— 3._0,. 017 . n ir a* 1 ` , I z FIG. 505.10.1 "' 4 I ��l m a TOP AND BOTTOM HANDRAIL EXTENSIONS AT RAMP �► , , x Lo ft LOYD . : 1 , x,12" MIN ,� 1 , 1 F!4 . \ (5\. o C 4 --- _ M (A) HINGED DOOR (B) SLIDER DOOR F o� Dc r4D [ 1 ,- -6, / 12" +T / T / v ■ T ) a 32" MIN / \ MIN • \ •C41- t, 0[1-----f 0 111, A NOTE: 1. SEE SECTIONS OSSC 1106.1, AND ICC ANSI A117.1 SECTION 502, CHAPTER 11, FIGURES 2 ci 1 36" MINIII 2, Tr)AH AINT 6 AND BACKGROUND FIGUREOF 10 V) / 42" MIN / 42" MINi'. / 36" MIN / / 36" MIN �, SYMBOL DARK BLUE. �j (C) FOLDING DOOR (D) DOORWAYS WITHOUT DOORS N 3. SYMBOL MEASURES 3'-0" SQUARE. ,L� 4. DISABLED SYMBOL SHALL BE LOCATED SO THAT IT IS VISIBLE TO A TRAFFIC ENFORCEMENT f--L4 w < 48 ., /X < 48"/ OFFICER WHEN A VEHICLE IS PROPERLY PARKED IN SPACE. LL' (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 180°TURN 180 DEGREE TURN CLEAR WIDTH OF DOORWAYS 6. DISABLED SYMBOL SHALL BE EVEN WITH THE END OF THE PARKING SPACE. LJ zz ACCESSIBLE CLEAR WIDTH (EXCEPTION) 1 MINIMUM DOOR WIDTH HANDRAILS AND EXTENSIONS DISABLED PAVEMENT SIGN X19 , 11 �7 3 0 Amo AT 180 DEGREE TURN SCALE: 1/2" • V-0" A810 AT ACCESSIBLE ROUTE SCALE: 1/2" . 1'-0" A810 SCALE: 1/2" • 1'-0" A810 SCALE: 3/4" = 1'-0" W v � 0 `j • 68" MIN. OPTIONAL HALL • G.�.4 Z z LANTERN BRAILLE SYMBOL & , �, i FLOOR# ON BOTH 1Z N N . , I Z Z rX,-' �� SIDE OF DOOR JAMB ,If ' `�'7 .'� 90 MIN, RATED — �— - L•Jr-a 2 r \ \ `l r /,.5' ELEVATOR HOISTWAY , -- < k U /i / DOOR,TYP. ► ''''Pb.,, --- l n � i i i � lrL., z `n f--I--- 6. n `� /,�'r ; CALL BUTTON _ o I"r, I o - L f cn �-•�1 \ 0 \ 1 /01 i / / . I I II I o ❑ v \ A Lll oc 41111IM z 9CN / / o ❑ I .�� .I �_� o n I 1 I at14, `� in fl Q a m \\1 i - , J • o ° f i0 . C7 �I o ❑7 1. . 1111 . . o . . — I U ` rV B ¢ I- 1 1\..,N r / '� 1 'M I o o v1 Y \\\, 1)\Th , \ Q $ p I I ,a 111 0, ., ❑ I o L L L - �,/ tO o ❑ ° ° o ° 0. o I w oo ¢ ELEVATOR CAB DIMENSIONS ELEVATOR ENTRANCES • > �' > • , I Cr °° - a z w NOTE: ELEVATORS SHALL BE CAPABLE OF NOTE: THE AUTOMATIC DOOR REOPENING DEVICE IS \ \ \ I6. • _ _ M a "' \ x < ~ TRANSPORTING A 24" X 84" GURNEY IN ACTIVATED IF AN OBJECT PASSES THROUGH EITHER LINE A / THIS WIDTH SHOULD BE 3" -►I 1- w I 5= n N M THE HORIZONTAL POSITION AND (2) OR LINE B. LINE A AND B REPRESENT THE VERTICAL GRID IS FOR PROPORTIONS '~ LU F- ATTENDING MEDICAL PERSONNEL LOCATION OF THE DOOR REOPENING DEVICE NOT ONLY AND IS NOT A PART \ \ \ \ FINISHED FLOOR I �a \ \ .\ REQUIRING CONTACT OF ACCESSIBILITY SIGNAGE 50 0 d 10" J (A) / 10" (B) / > 10"-24" MAX "• :� I I CONTROL -1 1/2" SYMBOL PROPORTIONS DISPLAY CONDITIONS MAX MAX I ' 30 4 0 5/8" MIN. NUMERAL PANEL °O *10 2 HEIGHT WITH \ , 1 FIG. 308.3.1 FIG. 308.3.2 "' IMBRMEDIATELY SYMBOL BE z RAIL — NOTE: ® 0 � 0 IMMEDIATELY BELOW '� '-' UNOBSTRUCTED SIDE REACH OBSTRUCTED HIGH SIDE REACH 6 1. SYMBOLS OF ACCESSIBILITY SHALL COMPLY WITH OSSC CHAPTER 11 FIGURE 1 z 3/4" MIN. DIAMETER `- M N2. SYMBOLS OF ACCESSIBILITY AND THEIR BACKGROUND SHALL HAVE A NON- ;,, m BUTTONS,TYP. \ --_\- GLARE FINISH. SYMBOLS OF ACCESSIBILITY SHALL CONTRAST WITH THEIR "'t< ELEVATOR CONTROL PANEL- NTS INSTALLATION HEIGHTS BACKGROUND WITH A WHITE SYMBOL ON A BLUE BACKGROUND. (15 ACCESSIBLE HEIGHTS X10 MAIL BOX C6) ELEVATOR CLEARANCES, 2 ACCESSIBILITY SYMBOL81a AT PARALLEL APPROACH SCALE: 1/2" = 1' 0' 810 ADA MOUNTING HEIGHT RECZUURMENTS SCALE: 1/2" = 1'-0" CONTROLS AND SIGNAGE SCALE: 1/4" • 1'-0" A810 SCALE: 3/4" = 1'-0" 1 ■ U . 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 �� - _.r 0� . .A. ,./r FACE, MINIMUM SECTION 1106,7.2 ICC ANSI A117.1,SECTION 502.7, 502.7,AND CHAPTER 11,FIGURES 7 BONING ADHESIVE SIGN � gR AND CHAPTER 11,FIGURES 7 THROUGH 9 \ rte, ! � , .... :a / .' 4'-0" LONG PRECAST CONCRETE WHEEL STOP \ \-(I tZ W/2-#4 CONTINUOUS BARS \-- 1 , ,I „ :-: X>12" - II OR "BARCO PRODUCTS" 2 0 / ALLOWABLE SIGN / 2 0 I \�, 2-0 4, ALLOWABLE SIGN / 2 0 ,j .i;' Y z M a ; ; c:• - 'SHORTSTOP' OR APPROVED LOCATION LOCATION ; „ ,;,2 ,_ _ - I I EQUAL m M1 �w \ _t °>7," 4-. 12 rV _,,,_ ... 00 �� .� - F- -- °° \ ^'�- ,T„�„i,ii„��I�I��i � D,� 4" WHITE BORDER WHEEL STOP 0 4"MAX 4" MAX I ,' ipp, \ \ i. X > 12" i i 5/8"ANCHORING HOLES AT STRIPING PER \ `" / / EXTERIOR LOCATIONS ttj j / N - POST OSSC CHAPTER REVISIONS / l _ _\ z 11, FIGURE 2 &3 PN j j / PROVIDE 2-#4 X 4" (ABOVE z NOTE: (A) (8) 4 N ACCESSIBLE PARKING SPACE 16-OCT-2018 BUILDING PERMIT RESUBMITTAL SLAB) REBAR ANCHORING ,,, 4 WHITE DIAGONALAND ACCESS AISLE SHALL r 5 I '� x FIG, 307.3 4"MAX DOWELS THROUGH WHEEL o STRIPES AT 24" O.C. NOT EXCEED 2% IN ANY [ssuEs c j r— POST MOUNTED PROTRUDING OBJECTS X/ _ STOP&PARKING SURFACE a PER OSSC CHAPTER DIRECTIONiminion 5 4 \ / ' ��r��i_ `��1l��_ AT EXTERIOR LOCATIONS 11, FIGURE 2 &3 ■ PIZOIECT HUMBER IIRAWN ICY CHEcxEo BY E • �i�++� ; ��'�('>W =w� ° • < . oo w 16761 AO/KT • RLC =um �..•_._� z ��._._._� rr• • - >r�i .k` r�i •,` \ �� • PARKING SURFACE ACCESSIBILITY zSYMBOL PEROSSC ,�I CHAPTER 11 FIGURE 1 �� ' } 1, ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE O I o 1 TYPICAL THE ORIGINAL AND UNPUBLISHED WORK Of THE ARCHITECT AND MAY lfl ii I 09 09 NOT BE DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN In-I44 (A) 20"MAX (B) > 20"-25"MAX V Al PROVIDE CONSENT OF THE ARCHITECT. '� i i C 2018 HILL ARCHITECTS \ Lvi/ 6. LETTERING c I iN - AT VAN Ci FIG. 308.2.1 FIG. 308.2.2 I A STALL Q UNOBSTRUCTED FORWARD REACH OBSTRUCTED HIGH FORWARD REACH \ , x NOTE: \ a ACCESSIBILITY D F TAI L S FIG. 307.4 FIG. 307.2 as VERIFY W/STRUCTURAL FOR LOCATION OF � -VAN ,_ PARK NG STALLYP ACCESSIBLE In REDUCED VERTICAL CLEARANCE LIMITS OF PROTRUDING OBJECTS DOWELS PRIOR TO DRILLING HOLES IN �1._ `u' C /C 8'-0" MIN. AT VAN PARKING STALL - NOTE: CONCRETE SLABS v PROTRUDING OBJECTS AND HEAD ROOM CLEARANCES SHALL COMPLY WITH OSSC SECTION 307.2, 307.3 AND 307.4 91-0" MIN. .� fi-0 T co C-P- ACCESSIBLE HEIGHTS (9 PROTRUDING OBJECTS 5 CONCRETE WHEEL STOP 1 ACCESSIBLE PARKING STALLS N810 / AT FORWARD APPROACH SCALE: 1/2" = 1'-0" A810 AND HEADROOM CLEARANCES SCALE: 1/4" = 1'-0" A810 SCALE: 11/2" = 1'-0" A810 SCALE: 1/4" = 1'-O" CO cl 0 A810 4i ________ n 10 • 9 • 8 • 7 • 6 • 5 • 4 ■ 3 U 2 • 1 10 • 9 • 8 • 7 • 6 • 5 • 4 • 3 • 2 • 1 1 1/2"--- pal HILL = 42" MAX 36" MAX J`� 36" MAX r ARCHITECTS 24 MIN 24" MIN = z 1750 BLANKENSHIP ROAD 2MIN N � j SUITE goo ,'r �' U FIG. 609.3 4" C ,�� J 'r. A ‘) WEST LINN , OREGON 97068 SPACING OF GRAB BARS v X �l' 4 7 i jTEL 503 . 305 . 3033 FAX 503 305 . 8034 i I 1 1 4 -\ 2\ ■ z2 A ____c ■ (A) CIRCULAR (8) (C) NONCIRCULAR (A) PROTRUDING DISPENSER BELOW GRAB BAR (B) PROTRUDING DISPENSER ABOVE GRAB BAR r 42" MAX (C) RECESSED DISPENSER FIG. 609.2 NOTE: FOR CHILDREN'S DIMENSIONS SEE FIG. 604.11.7 DISPENSER OUTLET LOCATION SIZE OF GRAB BARS I (D FIG. 604.7 DISPENSER OUTLET LOCATION I (12 GRAB BARS (8 ACCESSIBLE TOILET COMPARTMENT A811 SCALE: I/2" = I'-0" A811 DISPENSER LOCATION SCALE: 1/2" = I'-0" II M I- � � I = r � `X _1 __ . r b OTHER FIXTURES NOT ALLOWED , �� au, ,✓1 _- `^ i WITHIN THIS AREA �� J \ L J1 LLOYD . ; ,L • I I 17 -25 f I �_ I , 7 ./ , 1 I 6" MAX / / riiiiii77111111 Frill i L 1 , I �; 0 ELEVATION PLAN 4F ake 0 (•,' •C 44 �I z V 8" MIN x f 11 / SEAT HEIGHT ul y 16"-18" ,I, y 17"-19" X \ is \ �� r _ � • inommummommos .--I 2 I N. r, I ` 1 m (A) (B) \ L i` "I I��_ z\ M ACCESSIBLE WATER AMBULATORY 60" MIN 1� j p.' .±-‘ CLOSETS ACCESSIBLE WATER CLOSETS NOTE: FOR CHILDREN'S DIMENSIONS SEE FIG. 604.11.4 i' )' (../) N. LTJ I H .11 MIN 25 MAX FIG. 604.2 FIG. 604.4 FIG. 604.3 w -i / WATER CLOSET LOCATION WATER CLOSET SEAT HEIGHT SIZE OF CLEARANCE FOR WATER CLOSET LE, W (A) (B) ELEVATION PLAN H zz i11 KNEE AND TOE CLEARANCE ACCESSIBLE TOILET COMPARTMENT J A811 SCALE: 1/2" = 1'-0" A811 WATER CLOSET SCALE: 1/2" = 1.-0" w w IN ■ w Z Z - DOOR SHALL NOT SWING > > PARTITION / INTO THE REQUIRED p p MINIMUM AREA OF THE Z zz NI NI COMPARTMENT l' N. .jilill.* w ! w 0 2 > w I a � � v a - .1((---) -T. R"- . ,.-- -1 . rzo A ;a i wC. l a\ \ ao - — Z ELEVATION ill \ \ 171; - 7 ADULT N z ',,�.��I� I ♦II PARTITION • ��i.�;`�` M 1 - -- `- J \ THIS WIDTH SHOULD BE 3" Arid ��'1;;= -.--� CII/ 6n/ .. �� 1Vawr' 7_U ,,E,"/ h \ XO I m�,.., yl P 1 / 56" MIN `, (WALL MOUNTED W.C.) - ADULT (B) u4111 1 _ (C) 59" MIN (FLOOR MOUNTED W.C.) - ADULT ELEVATION PLAN / /� FIG. 606.3 CHILDREN 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 r10 ACCESSIBLE TOILET COMPARTMENT G ACCESSIBLE TOILET COMPARTMENT 2 ACCESSIBLE TOILET COMPARTMENT A811 LAVATORY SCALE: 1/2' = I'-0' 811 TOE CLEARANCES SCALE: 1/2" = 1'-0" A811 CLEAR FLOOR AREAS SCALE: 1/2" = 1'-0" ■ ■ 41111111.1117.11.111111111 -7- 111117- il*- - - - -r--- i :, ill ,_ , 0 i .1 0 2 = \.„./ 2 co (t x Ln E tn ca Ln j( 17"-19" 41 REVISIONS Ulill "'en \__� L 16-OCT-2018 BUILDING PERMIT RESUBMITTAL v \ \� -� 1 ISSUES V C -1L- • IL: MI PROTECT NUMBER DRAWN BY CHECKED BY =I 16761 AO/KT RLC z U kQ [ a ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE n f1 THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY 3'=O" 60" MIN 60" MIN NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN i' / / / /, ®2018 HILL ARCHICONSENT OF THE TECTSTECT. (A) (B) ce WALL HUNG TYPE STALL TYPE (A) (B) isimummoisimminmism 6 WALL-HUNG WATER CLOSET-ADULT FLOOR-MOUNTED WATER CLOSET-ADULT FIG. 605.2 a HEIGHT OF URINALS WALL HUNG AND a ACCESSIBILITY DETAILS Q FLOOR-MOUNTED WATER CLOSET-CHILDREN FIG. 604.10 FIG. 604.9.2 AMBULATORY ACCESSIBLE COMPARTMENTS WHEELCHAIR ACCESSIBLE TOILET COMPARTMENTS O N O ' 9 ACCESSIBLE TOILET COMPARTMENT (5ACCESSIBLE TOILET COMPARTMENT (1ACCESSIBLE TOILET COMPARTMENT NA811 URINAL SCALE: 1/2" = I'-0" A811 1 AMBULATORY SCALE: 1/2" = 1'-0" A811 SCALE: 1/2" = 1' 0 co c. _. ,, A811 .r. 10 • 9 • 8 • 7 • 6 • 5 • 4 • 3 • 2 • 1 10 • 9 • 8 • 7 ■ 6 • 5 • 4 • 3 • 2 • 1 miimmummomi p-I 24" MIN Q HILL I ARCHITECTS Z I Q I O I I "' r I -I I / , 1 750 BLANKENSHIP ROAD r I I I SUITE 400 ---- J - h WEST LINN . OREGON 97068 /-.• TEL 503 . 305 . 8033 FAX 503 . 305 . 8034 r� 1 4 1 o 1 / eh I- J I- J L J • ■ 1- J .. CENTERED ON THE OFFSET 24 INCHES MAXIMUM CLEAR FLOOR SPACE APPLIANCE FROM CENTER OF DOOR OPENING 60" MIN / (A)TOP LOADING (B) FRONT LOADING NOTE: LAVATORY PERMITTED PER SECTION 608.2.2 FIG. 611.2 FIG. 1004.11.3,1.1 CLEAR FLOOR SPACE LAVATORY IN TYPE B UNITS - OPTION B BATHROOMS FIG. 1003.11.2.5.2 C7 STANDARD ROLL-IN-TYPE SHOWER COMPARTMENT IN TYPE A UNITS (12LAVATORY g ROLL—IN SHOWER C-4. WASHER�DRYER FLOOR CLEARANCE A813j TYPE B UNITS ( OPT A&B) SCALE: 1/2" = I'-0" A812 TYPE A UNITS SCALE: 1/2" = 1'-O" UNIT TYPES A & B SCALE: 1/2" = 1'-0" • ■ imimmim O BACK WALL BACK WALL �, 30" MIN j, j ' 1 `+�i� J p 14./ ` /J J u r/� a z _1 c_____------ ) =I _, J LLOYD - 0 o 1 # W 0 O w z a ce a i , 111 ra Wo V 2 �4 o�� OF o � � I T O Q I �� 1 11 f - 0 L i * 36" MIN, (915) IF PART OF T-SHAPED TURNING SPACE PER SECTIONS 304.3.2 AND 1003.3.2 I. 48" MIN / K L. _J • FIG. 1003,12.3 HEIGHT WORK SURFACE IN KITCHEN FOR TYPE A UNITS 60" MIN / Z FIG. 1004.11.3.2.3.1 FIG. 1004.11.3.1.3.2 FIG. 1004.11.3.1.1 w LL, BATHROOM CLEARANCE IN FORWARD APPROACH BATHTUB IN LAVATORY IN TYPE B UNITS - OPTION B BATHROOMS Li., TYPE B UNITS - OPTION B BATHROOMS TYPE B UNITS - OPTION A BATHROOMS Hz �-r--I O 19 BATH (15) FORWARD APPROACH BATH (11 , LAVATORY �(q) 40" MIN O TYPE B UNITS (OPT B} TYPE B UNITS (OPT A} TYPE B UNITS ( OPT B) °A812 SCALE: 1/2" = 1'-O" A81SCALE: 1/2" = V-0" A812 SCALE: 1/2" = 1'-0" V O • ■ Li w Z z Z z MI°M _ ,y j 1' 36" MIN J, 0 z z Z N BACK WALL BACK WALL w l BACK WALL �r 30" MIN 1r `� a 11 I/ 0 0 0 .< N i < ain 1 p z z a 0 w �I II I� C w O W p Z \ a SEAT CONTROL � � J = WALL WALL Z i „. . �J N II I m LAVATORY -_) `~' I M } z NN—*MIMMINE=IIIMIIIIIM=.1 • COMPLYING WITH '--- -J -- -!_�---- 0 m - SECTION 606 L _I } M • l- THIS WIDTH SHOULD BE 3" -10-iI - _, \ * 36" MIN. (915) IF PART OF T-SHAPED TURNING SPACE PER SECTIONS 304.3.2 AND 1003.3.2 L - -- 48" MIN / / FIG. 1003.12.4 KITCHEN SINK FOR TYPE A UNITS / 60" MIN / LAVATORY 4'-01 �� (B) 40" MIN COMPLYING WITH / i (A) SECTION 1004,11.3.1.1 (B) FIG. 1004.11.3.1.3.3 SHOWER TRANSFER TYPE SHOWER FIG. 1004.11.3.1.3.1 COMPARTMENT IN TYPE B UNITS FIG. 1003.12.1.1PARALLEL APPROACH BATHTUB IN TYPE B UNITS - OPTION A BATHROOMS MINIMUM KITCHEN CLEARANCE IN TYPE A UNITS 1g PARALLEL APPROACH BATH 10 CLEAR FLOOR SPACE AT SHOWER WORK SURFACE/KITCHEN SINK A812 TYPE B UNITS (OPT A) SCALE: 1/2" = 1'-fl" A812 TYPE B UNITS (OPTION A&B) SCALE: 1/2" = 1'-0" .'1,81_22 TYPE A UNITS SCALE: 1/2" = 1'-0" • 0 0 ■ 00 Q Q i / 181" MIN / \_*1111.1111=11111.L sI-. 1--i*, I1 -..—‘ -.111111//1(* __ I I� 1 I_ I I r I_ I CO m— — _ i I iN I `\ �J,i I �'�\ I (:::::::) ----- 0 �� L_-- t---� 1 (0 111111 Z//) (,, \ - co. REVISIONS N EP 01 XMI = IY ~I I I "' I -. 16-OCT-2018 BUILDING PERMIT RESUBMITTAL L I I I -- ko L I I ISSUES U EDGE OF I �' / SEAT HEIGHT imoilimmeniimmmommiiinumi CLEARANCE I I I C• •• I \ • PROJECT NUMBER DRAWN BY CHECKED BY — I WALL, I I I _ 16761 AO/KT RLC FIXTURE I \ L J I N� L IIMIIIIMIIIIMIIMMIIIIMMIMMI v� OR OTHER I I - I •1 OBSTRUCTION f �O 16"-18" 16"-18" \ — J L J 11 x \ L J \, ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE N / 16 18 60 MIN lO / / I / / / THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY 48" MIN �, 16"-1811 ,1 1, 16"-18" 60" min NOT BE DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR.WRITTEN •7 / / II n / C 201 HILL/ CONSENT LLARCHIF THE TECTSTECi IY / 48 MIN / / 33 MIN / (A) WATER CLOSET LOCATION (B) MINIMUM CLEARANCE (C) CLEARANCE WITH LAVATORY (D) WATER CLOSET SEAT HEIGHT limilliU a (A) WATER CLOSET LOCATION (B) CLEARANCE WIDTH AND DEPTH (C) INCREASED CLEARANCE DEPTH - (D) CLEARANCE WITH LAVATORY OVERLAP (OVERLAP EXCEPTION) i MIN / i FORWARD APPROACH a ACCESSIBILITY D E TAIL S Q FIG. 1003.11.2.1.4 FIG. 100112.1.2 rel FIG. 1004.11.3.1.2 WATER CLOSETS IN TYPE A UNITS U-SHAPED KITCHEN CLEARANCE IN TYPE A UNITS o CLEARANCE AT WATER CLOSETS IN TYPE B UNITS N O 1D WATER CLOSET ( WATERCLOSET 1 KITCHEN CLEARANCES co o A812 SCALE: 1/2" = 1' 0" A812 SCALE: 1/2" = 1' 0" A812 SCALE: 1/2" = 1'-0" N TYPE B UNITS (OPT A&B) �� TYPE A UNITS UNIT TYPES A&B CO O A812 10 • 9 • 8 • 7 • 6 • 5 • 4 • 3 • 2 • 1 10 ■ 9 ■ 8 • 7 ■ 6 ■ 5 ■ 4 • 3 • 2 • 1 pi' HILL ARCHITECTS = = 1750 BLANKENSHIP ROAD SUITE 400 WEST LINN . OREGON 97068 TEL 503 . 305 . 8033 FAX 503 . 305 . 8034 ■ ■ I ca W ■ ■ WELDED END CAPS \ ///////////// / / y, SIMPSON L-30 ON EACH END TOP/BOTTOM - is-N_ 1 1 _ �c_ i �--1 WALL FINISH - SEE FINISH SCHEDULE 4x6 BLOCKING �� I � , , 44, 4:7 'k-- � 4x6 BLOCKING FLANGE �� WALL FINISH O �YD . PSE �':1. PRE-FORMED RADIUSED WALL RETURN. 48" O.C. %�� :if, , 1-1/2" DIA. PIPE HANDRAIL C. MAX. ; WELD AND GRIND SMOOTH ,I" '� �� -� � (3)-#10 SS WOOD SCREWS- (2) _ I _ ' E TOP/ (1) BOTTOM - 1 1/2" MIN. SIMPSON L-30 ON EACH END,TOP AND BOTTOM • : IP, 1 1/ PENETRATION INTO BLOCKING M 4 oF (� %� MIN, FULL HEIGHT STUDS V FULL HEIGHT STUD FRAMING 1-1/2" DIA. PIPE HANDRAIL (3) 5/16" DIA. HOLES FOR FASTENERS, SEE RE: STRUCTURAL DETAILS (A), (B), (C) 3/16"THK x 3" DIA. STEEL WALL PLATE • ® WOOD STUD WALL r ■ 1111111111111111 SCALE: 1-1/2'= 1'-0" I 4x6 • BLOCKING 48"Ago 1-1/2" DIA. PIPE INTERMEDIATE SUPPORTS 1 AT 4'-0" O.C. WELD AND GRIND SMOOTH ) • . ii • } J PENETRATION INTO BLOCKING/MASONRY/METAL STUD PER DETAILS (A), (B),AND (C). H 7- WALL FINISH - SEE FINISH -' SLOPE HANDRAIL TO MATCHz E SLCAHE DU LE 1 1/2" SLOPE OF RAMP OR STAIRS w W ,n MIN. L' ` R re 1-1/2" DIA. PIPE HANDRAIL SEE DETAIL(K2),ABOVE 'U NOTE: WALL MOUNTING PLATE (3)4/4" DIA. LONG EXPANDING HANDRAIL TO BE CAPABLE OF 0 1 1/2" MASONRY ANCHORS WITHSTANDING A 250 LBS. LOAD 0 C4 u Li /'1,I'• ''' , ' MIN, AT ANY POINT, IN ANY DIRECTION. 0 MASONRY MASONRY WALL ® WOOD STUD WALL O STAIR HANDRAIL DETAILS ° SCALE: 1-1/2" = 1'-0" SCALE: 1.1/2" = 1'-0" SCALE: 1-1/2"= 1'-0" wi w • • F T i Z Z I+� z z ¢< ¢ 6" x 16" GA. METAL STUD BACKING W/ #12 Z `z n F.H.S.M. SCREW (TOTAL OF(4)TO EA. STUD) EXTEND 1 STUD MIN, BEYOND VABINET OR METAL STUDS @ 16" O.C, w O GRAB BAR LENGTH -TYP, CUT AND BEND w .I FLANGE UP AT EA. STUD. SEE DETAIL(G). --v` = WALL FINISH - SEE FINISH SCHEDULE0, 'It:: - n /E 4x6 BLOCKING xl a n 2' �:.l.- FLANGE 14'1 I-� - - ','+ - 1-1/2" DIA. PIPE HANDRAIL 14-1 0 LANDING o" _ 1 6" x 16 GA. METAL STUD BACKING EXTEND (1) a ___ �' E (3)-#10 SS S,M, SCREWS X STUD MIN. BEYOND CABINET OR GRAB BAR _ 1 N 1 1/2" 4LENGTH TYPICAL. CUT AND BEND FLANGE UP @ ./ a '- '% MIN. EACH STUD. , FULL HEIGHT STUD FRAMING #12 F.H.S.M.S. (TOATL OF 4 TO EACH STUD) • RE: STRUCTURAL Q • 0 .-II- THIS WIDTH SHOULD BE 3" —I CMETAL 1'STUD WALL ® METAL STUD WALL SCALE: 1-1/2" = -0" SCALE: 1.1/2" = 1'-0" NV m ii — v cs TOILET PARTITION ,-. �` THE LEADING 2" OF THE TREAD SHALL HAVE , I ;y ,. / FLANGE VISUAL CONTRAST OF DARK-ON-LIGHT OR . '� 1-1/2" DIA. S5 GRAB BAR LIGHT-ON-DARK FROM THE REMAINDER OF THE — `/ +33"- 36"A.F.F. TREAD s� (3)-1/4" DIA. SS SCREWS 0 AT WALL E 1 1/2" W/SS HEX CAP NUTS 1-1/2"MAX. TD LANDING MIN. ' 1" MIN, , • 12" MIN. °p Ii ■ minimmM O TOILET PARTITION O METAL STUD WALL © TYPICAL HANDRAIL PLAN SCALE: 1-1/2" = 1' 0" SCALE: N.T.S. SCALE: 1/4" = 11-0" 1 X5/1"" m �, 1-1/2" DIA. SS GRAB BAR a' 74''' 1-3/8" v3 3" aik REVISIONS 121, ,lir WALL 0 12" MIN. "' =i 16-OCT-2018 BUILDING PERMIT RESUBMITTAL GRAB BAR SPECIFICATIONS: �� \ t 1. MAXIMUM SPACING OF SUPPORTS: 48" ISSUES 2. DIAMETER: 1-1/2" GUIDE RAIL ~ ---------_____ ( o III3. MINIMUM SECTION MODULS: 0.0534 CU. IN. CENTERED AT 4" Zo ■ PROTECT NUMBER DRAWN BY CHECKED BY 2 4. WELDED 11 GA. 304 SS MOUNTING FLANGES HIGH 16761 BC RLC 5, MINIMUM SECTION AREA = 0.1813 SQ. IN. moimmomiimimmom UI E = 29000 KSI '� Fy = 85.0 KSI ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE OR 18 GA. 304 STAINLESS STEEL THE ORIGINAL AND UNPUBLISHED WORK Of THE ARCHITECT AND MAT NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN A-A FLANGE RAMP HANDRAIL CONSENT OF THE ARCHITECT. ESCALE: 1-1/2" = 1'-0" SCALE: N.T.S. 0 201 HILL ARCHITECTS ce U a NOTE: PER ICC-A117.1-2009 SECTIONS 504 &505 Q ACCESSIBILITY DETAILS Q PLAN VIEW 6 N , (5 STAIR, RAMP , AND HANDRAIL DETAILS 8 \A813 NR769TZ-2018-04-27 SCALE: 1 1/2" • 1'-0" co ;, 0 A813 10 • 9 • 8 • 7 • 6 • 5 • 4 • 3 • 2 • 1 10 • 9 • 8 • 7 • 6 • 5 • 4 • 3 • 2 • 1 1-1 _________---.., HILL ARCHITECTS = ' 7 1750 BLANKENSHIP ROAD IEIv Q' & [196'1 ''416. &� o SUITE 400 r — " *WV RESTROOM WEST LINN. OREGON 97068 TEL 503 . 305 . 8033 FAX 503 . 305 . 8034 CORRESPONDING CORRESPONDING GRADE 2 BRAILLE GRADE 2 BRAILLE TYPICAL • RAISED LETTERING - 5/8" • immounimmimimm MIN.TO 2" MAX. HEIGHT 0 UPPERCASE SANS SERIF CHARACTERS -TYP. 0 SIGN TYPES NOTES: 1. CHARACTERS SHALL CONTRAST WITH 3. WALL MOUNTED SIGNAGE TO BE THEIR BACKGROUNDS, WITH EITHER LOCATED ON LATCH SIDE OF DOOR CO LIGHT CHARACTERS AND DARK CLEAR OF DOOR SWING, MOUNT AT cp 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 • SCALE: N.T.S. • Ag / ,� i- LLOYD • �,� 16- 16 /� ,/ i 4 LI g coli o '60 Ln T o OF 4 v ®ACCESSIBLE SIGNAGE • B SCALE: 1/4" = 1'-0". ■ H NOTE: PER ICC-A117.1-2009 SECTIONS 703 Z Lu w W 3 SIGNAGE h Z A814 SCALE: 1/4" = 1'-0" � O NR769TZ-2018-04-27 w o El < U Q ■ ■ w Z W yJ < < FIBERGLASS \ Z FA z SHOWER FIBERGLASS SHOWER ti z SHOWER HEAD WITH CD CURTAIN FLEXIBLE SHOWER CURTAIN ROD OFACE OF FINISH FLUSH VALVE HANDLE O w Q ROD SPRAY 60" LONG \ \. . , T 1 Q /3-6" MIN. TO BE ON OPEN SIDE OF WATER CLOSET w w INSULATE EXPOSED PIPES 7�/ INSULATE EXPOSED PIPES o J GRAB BAR VERTICAL GRAB BAR _, u2"� [24"] J POWDER \ SINGLE LEVER CONTROL J 1MIfV.f MIN. J� \ o --r COATED VALVE LOCATION z J `. �� \ \J J \ \ 12) z r __ .. --- . . ,,, �, o L,a N U . . , .. 1 I I 5 Co U `y n M 4.,12J K' F- n ~ M 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. Ido- THIS WIDTH SHOULD BE 3" ROLL-IN SHOWER TRANSFER TYPE SHOWER ACCESSIBLE TOILET LAVATORY URINAL DRINKING FOUNTAIN TELEPHONE r , r , 7 7 , 39"-41" CIL z 54" MIN. FACE OF FINISH U z / G / 0 O j 115"] Q 4" MIN. i[,.1.2" 1-1/2" DIA. GRAB BAR i 13-1/2" MIN. jIMAX. CONTROLS w I M ' \ III. 15" MIN. 5" MAX — w / \ / �I -� °o CLEAR AREA wl \ �e�� J y ` (NO OBSTRUCTIONS) \ J ;o / 1 1/2"MAX. M I 1/2" MAX. Q DISPENSER ! - '. 73 Q �'? / 1 00 I \- _`, 6 i - 4 = =i' CANE DETECTION AREA ITRANSITION vTRANSITION wJ, , v C) J , (NO OBSTRUCTIONS) .-... F.F. \ \ F.F. \ \ " �. \ Znt `r4 • to NOTE: 64,,leX. ■ 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 50" MIN, �e T36" MIN. T 2"-23" WITHSTANDING VERTICAL OR DISPENSER m m Qx 1;,;g 6" MAX [18"] - - HORIZONTAL FORCE OF 250 LBS. 36" MIN. GRAB BAR ,F"MI% FACE OF FINISH f" MI% FACE OF FINISH 7 LOAD AT ANY POINT ON THE SEAT. IT , , _..._ vi i.r ® SEATjol CONTROL \ • s p i, ►/ I -� `c Q - z I WHERE WALL OCCURS z I WHERE WALL OCCURS REVISIONS M ~ --Q WALL WALL "' ` z 1 z n z 1 I i - NCO I - i f D ,� M M v Z vN mI QO I Q I I ` ` ,` I lI1 d st i 2 M ¢ ��__ ISSUES 1 ' RESUBMITTAL Xd 2-1/2" MAX. a ' I \ L \ L Nik\\\\_ L i CLEAR LEVEL ED L SEAT, SEE DIMENSIONAL ' ' CLEAR LEVEL I CLEAR LEVEL L L CLEAR LEVEL .. L FLOOR SURFACE p ■ I 15 -16 = \ ■ PROTECT NUMBER DRAWN M CHECKfD BY �I • INFORMATION IN 'TRANSFER TYPE x;181� CLEAR LEVEL r 30" MIN. FLOOR SURFACE ,30" MIN. 1 FLOOR SURFACE FLOOR SURFACE jr„30" MIN. 16761 BC RLC r SHOWER'. GRAB BAR 30" MIN. Ln y 60" MIN. FLOOR SURFACE /, / FORWARD imimiimiminim I 4 t0 / 48" MIN. /' ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ko PARALLEL THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT RE DUPLICATED,USED 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 DE THE ARCHITECT .5 ®2018 Hlll ARCHITECTS 9) ce ROLL-IN SHOWER TRANSFER TYPE SHOWER ACCESSIBLE TOILET LAVATORY URINAL DRINKING FOUNTAIN TELEPHONE U Q NOTE: PROVIDE BLOCKING FOR ALL GRAB BARS AS REQUIRED. ACCESSIBILITY DETAILS 1/40 PLUMBING FIXTURES AND TELEPHONE CLEAR 0 fV 0 17 SHOWER STALLS r§- FLOOR SPACE AND HEIGHTS c 0 A814 SCALE: 1/4" = 1'-0" /814 SCALE: 1/4" = 1'-0" rqC 1-4 N CD A814 IA 10 • 9 • 8 • 7 • 6 • 5 • 4 • 3 • 2 • 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 4 ■ 3 • 2 ■ 1 IIIIIMIIIIIIMM ss 1F e„ 5s IF rF NOTES: �� '� System No. F-C-0002 0 V.;' System No. F-C-0002 0 � '� System No. F-C-1009 o System No. F-C-1009 cn psI c us c� cus 0 c us c� u 1. Penetration Details shown are typical details, Refer to the listed system detail for complete system requirements. u. 1. ANSIIUL1479(ASTM E814) ul. ANSIiUL1479(ASTM E814) CAN/ULC S115 Uass(r�ed ( S CAN/ULC S115 Classified by - by _ Classified - - If field conditions do not match requirements of details, approved alternate details shall be utilized. Verify design Underwrders Laboratories.inc- F Ratings-1 and 2 Hr(See Item 1) F Ratings-1 and 2 Hr(See Item 1) to u 9ndenwiters d cawulc s 5 �aboratones.Inc. uu 9rs 5 F Rating-1 and 2 Hr(See Item 1) F Rating-1 and 2 Hr See Item 1)UL 1479 and CAN/ILC-S115 ( 2.Chase Wall-(Optional)-The throughpenetrant(Item3)mayberoutedthrougha1or2hrfire-rated single,double or staggered wood requirements, field conditions and dimensions for compliance with details, including but not limited to the following:T Ratin s-1 and 2 Hr Item FT Ratin s-1 and 2 Hr Item T 1/4 Hr FT 1/4 Hr Fire RatingHILL Ratings (See1) g (See1) Rating- Rating- stud/gypsum 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 FH Ratings-t and 2 Hr(See Item 1) L Rating At Ambient- Less Than 1 CFM/sq fl 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) 2.Chase Wali-(Optional)-The 1 or 2 hr fire-rated single,double or staggered wood stud/gypsum board chase wall shall 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 Rating) FTH Ratings-1 and 2 Hr(See Item 1) materials and in the manner specified in the manner specified in the individual U300 Series Wall and Partition Designs in the UL Fire Resistance L Rating At 400 F-4 CFM/sq 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. Water Rating (W Rating) ARCHITECTS (51 by 102 mm)studs are allowed for through-penetrants(Item 3)not exceeding nom 2 in.(51 mm)diam. Directory and shall include the following construction features: L Rating At Ambient-Less Than 1 CFM/sq ft B.Sole Plate-Nom 2 by4 in.(51 by102 mm,2 by6 in.(51 by152 mm)orparallel 2 by4 in.(51 by102 mm)lumberplates,tightlyAnnu lar Space A.Studs-Nom 2 by 4 in or 2 by 6 in.(51 by 102 or 51 by 152 mm)lumber studs. ) Percent Fill 0 L Rating At 400 F-4 CFM/sq ft butted.Diam of opening is to be max 1 in.(925 mm)larger than diam of pipe.As an alternate,the opening may be square-cut with a max 1 7 5 0 B L A N K L N S H ] P ROAD /( B.Sole Plate- Nom 2 by 4 in or 2 by 6 in.(51 by 102 or 51 by 152 mm)lumber plates. dimension 1 in.(25 mm)greater than the diam of the pipe.Plates maybe discontinuous over opening,cerin natio at two opposing edges of Movement 41)y/ C.TopPlate-The double to plate shall consist of two nom or 2 by4 in.or 2 by6 in.(51 by102 or 51 by152 mm)lumberplates.Max diam p g pp g g Pof opening is 1 in. 0 opening.Max length of discontinuity to be 1 in.(25 mm)greater than diam of through penetrant. Type and thickness of fire-rated SUITE 4 0 0 C.Top Plate-The double top plate shall consist of two nom 2 by 4 in.(51 by 102 mm),2 by 6 in.(51 by 152 mm)or two sets of D.Gypsum Board'-Thickness,type,number of layers and fasteners shall be as specified in individual Wall and Partition Design. construction. W f S T L l N N OREGON 9 7 0 6 8 / parallel 2 by 4 in.(51 by 102 mm)lumber plates,tightly butted.Diam of opening is to be max 1 in.(25 mm)larger than diam of pipe.As an 3.Fill,Void or Cavity Material+-Sealant-Min 3/4 in,(19 mm)thickness of fill material applied within the annulus on top surface of floor or sole / Minimum &maximum width of Joints. TEL 503 . 305 . 8033 FAX 503 . 305 . 8034 -, plate of chase wall.Min 518 in.(16 mm)thickness of fill material applied within the annulus,flush with the bottom surface of the ceiling or lower top ^ over opening,e,the opening may be square sin with a max dimension 1 in.(25 of discontinuity greater than the diam of the pipe.Plates may m discontinuous ` over terminating at two opposing edges of opening.Max length to be 1 in.(25 mm)greater than diam of through rr- aba) plotHlLTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC-FS ONE Sealant,FS-ONE MAX Intumescent Sealant orCP606 Sealant penetrant. 3. If alternate details matching the field conditions are not available, manufacturer's engineering Judgment drawings A D.Steel Plate-When lumber plates are discontinuous,nom 1.1/2 in.(38 mm)wide No.20 gauge(or heavier)galv steel plates shall be are acceptable subject to approval by the Authority Having Jurisdiction (AH]). 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), O each discontinuous lumber plate and secured to lumberplates with steel screwsor nails. systems Or Engineering Judgment (800-879-8000). Drawings shall follow the International Firestop Council (IFC) ■ respectively. Guidelines for EvaluatingFirestopSystems Engineering Judgments. ■ "" ` E.Gypsum Board*-Thickness,type,number of layers and fasteners shall be as specified in individual Wall and Partition Design. y g g g 3.Through Penetrants--One metallic pipe,conduit or tubing to be installed within the firestop system.Pipe,conduit or tubing to be rigidly ..,........D ..,...,_ O �� supported on both 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: The following types and sizes of metallic pipes or conduits may be used: 2017 Underwriter's Laboratories 1') 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. 0 _ ~^~ C.Conduit-Nom 4 in.(102 mm)diam(or smaller)steel electrical metallic tubing or steel conduit. Volumes 1 & 2. A NFPA 101 Life SafetyCode /� j , D.Copper Tubing-Nom(102 mm)4 in.diam(or smaller)Type L(or heavier)copper tubing. '' E.Copper Pipe-Nom(102 mm)4 in.diam(or smaller)Regular(or heavier)copper pipe. NFPA 70 - National Electric Code I 2C r, .. 2D 4.Fill,Void or Cavity Material*-Sealant-Min 3/4 in.(19 mm)thickness of fill material applied within the annulus,flush with the top surface of the Building code. -rill au floor or the sole plate.Min 5/8 in.(16 mm)thickness of fill material applied within the annulus,flush with bottom surface of ceiling or lower top ��7 Gti� plate.HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC-CP601S,CFS-S SIL GG,CP606,FS-One Sealant or FS-ONE MAX Intumescent 5. Firestop System installation to meet requirements of ASTM E-814 (UL 1479) tested assemblies that provide a fire SECTION A-A Sealant(Note:L Ratings apply only when FS-ONE Sealant is used.) rating equal or greater to that of construction being penetrated. *Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), respectively. 6. Label rated through-penetration assemblies prominently with a Hilti Firestop Label equipped with a QR code with 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 shall be constructed of the materials and in Through Penetration Flrestop 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.Flooring 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. 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 Contractor's Name C.Furring Channels-(Not Shown)-Resilient galv 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 accordance with 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*-Nom 4 ft(122 cm)wide by 5/8 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 furring 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 1 1 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. /� IIIESDEJVTIAL-WOOD CONSTRUCTION �� • [� �,16�' Reproduced by HILTI,Inc.Courtesy of /1::::=;0Reproduced by HILTI,Inc.Courtesy of 11141111=Tri Reproduced by HILTI,Inc.Courtesy of IIMII IIIMMrill Reproduced by HILTI,Inc.Courtesy ofFbOr 5ubtltrsbx irKaod FlOodCNne AwembMy Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. IEP PENETRATIONSANDJONTS 0 �0 Hilti FirestopSystems January 15,2015 Hilti FirestopSystems January 15,2015 Hilts FirestopSystems January 15,2015 Hilti FirestopSystems January 15,2015 SHEET THRU SYSTEM DESCRIPTION �� Y I Page: 1 of 2 Y I Page:2 of 2 Y I Page: 1 of 2 Y Page: 2 of 2 F-00/}2 WOOD FLOOR/CEjUNG ASSEMBLY(2-HR) if i , 1,, F C-1009 METAL PIPE THROUGH WOOD FLOORICFJLING ASSEMBLY(2-HR) , X. I I I 43t'+' WOOD FLOOR/ F�t059 METAL PIPE THROUGH WOOD FLOOFYCEILING ASSEMBLY(2-HR) r A830 F-C-2030 PLASTIC PIPE THROUGH WOOD FLOOR/CEILING ASSEMBLY(2-HR) 01414 1611 CELLO ASSEMBLY F-0-2142 PLASTIC PIPE THROUGH WOOD FLOORCEIIJNG ASSEMBLY(1-HR) F-C-2203 CLOSET„S 1F as a) SS 1Fo o F-0-'22208 RA6I wara1nrvaJCSS WOOD FLOORICFJLIWOOD NGASSEMBLY N 8LY R)iR} F k,� '� System No. F-C-1059 System No. F-C-1059 iii, System No. F-C-2030 N System No. F-C-2030 N MULTIPLE tpLASi1CPExTUE�NGTHROUGH WOODFLOORiCEMUNG C ® US 0 U F Ratings-1 and 2 Hr(See tern 1) u2.Chase Wall-(Optional) the through penetrant(Item maybe routed through a 1 or 2 hr fire rated single,double or staggered wood v F-0-2310 ASSEMBLY(2-HFI) ANSIIUL1479 ASTM ES14 CAN/ULC S115 EL u- LL 9 3) 9 9EL Classified by ( ) _ classfied by T Ratings-0, 314 1, 1-1/2 and 2 Hr(See Item 3) underwrd0rs Labarsbries.Inc underwrners Laboratories.+n� g ' stud/gypsum wallboard chase wall having a fire rating consistent with that of the floor-ceiling assembly.The chase wall shall be constructed of I PLASTIC PPE THROUGH WOOD FLOORICFJLING ASSEMBLY 1-HR) to ul w79 and cAwuLO s1 is F Rating-1 and 2 Hr F Rating-1 and 2 Hr 1.3 Chase Wali-(Not Shown,OptionalThe through penetrants Item 2 may be routed through a 1 or 2 hr fire rated single,double or staggered la UL 1479 the materials and in the manner specified in the individual U300 Series Wall and Partition Designs in the UL Fire Resistance Directory and IF-C-3012 CABLE CABLE BUNDLE THROUGH WOOD FLOORICEJLING BLY(2-HR) ■ ( g ( ) Y 9 g gig 1111111.11111111111111111111111111111 shat/include the following construction features: WOOD FLOOR/ INSULATED(GLASS-FIBER OR ABIPVC FLEXIBLE FOAM INSULATION)METAL PIPE ■ T Rating-1 and 2 Hr FT Rating-1 and 2 Hr wood stud/gypsum wallboard chase wall having a fire rating consistent with that of the floor-ceiling assembly.The chase wall shall be constructed A831 of the materials and in the manner specified in the individual U300 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall (ID A.Studs-Nom 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-5004 THROUGH WOOD FLOOR/CUING ASSEIIfBLY(24-IR) L Rating At Ambient-Less Than 1 CFM/sq ft FH Rating-1 and 2 Hr C")\, I} 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,tightly butted.Diam of INSULATED(GLASS-FiBER)METAL PIPE THROUGH WOOD FLOOWCEILING ASSEMBLY(1- include the following construction features: g- by (51 by mm) by bymm) opening shall be 1 in (25 mm)larger than the nom diam of through-penetrant(Item 3) F{'r6036 HR L RatingAt 400 F-4 CFMI ft FTH Rating 1 and 2 Hr A.Studs-Nom 2 8 in. 203 lumber or double nom 2 8 in.(51 152 lumber studs. ) B.Sole Plate-Nom 2 by 8 in.(51 by 203 mm)lumber or parallel 2 by 6 In.(51 by 152 mm)lumber plates,tightly butted.Max diam of opening (D �1Q / 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(ABs VC FLEXIBLE FOAM)METAL PIPE THROUGH WOOD FLOORICEIJNG W Rating-Class 1 (See Item 4) L Rating At Ambient-Less Than 1 CFM/sq ft shall be 7-5/8 in.(194 mm). il (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-5037 ASSEMBLY(2-HR) (/) L Rating At 400 F-4 CFM/sq 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-1228 METAL r rr c\nnvuorl CONCRETE OR MASONRY(2-HR) (51 by152 mm)lumberplates tightly butted.Max diem of opening is 7-5/8 in. 194 mm D.Gypsum Board*-Thickness,type,number of layers and fasteners shall be as specified in individual Wall and Partition Design. 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 1-1/2 in.(38 mm),2 in.(51 mm),3 in.(76 mm)or 4 in.(102 mm)diam nonmetallic pipe to be installed within Yp type, YP 9 IGAJ-2109 PLASTIC PPE THROUGH CONCRETE OR MASONRY(2-14R) 2.Through Penetrants-One metallic tubing,pipe or conduit to be installed concentrically or eccentrically within the firestop system.Annular spacethe 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 ------ A832 FLOORS OR WALLS IC-AI-2187 PLASTIC PPE THROUGH CONCRETE OR MASONRY(2-HR) between pipe or conduit and edge of opening to be min 1/4 in.(6 mm)and max 3/4 in.(19 mm).Pipe,tubing or conduit to be rigidly supported on in(67 mm},4 in.(102 mm}or 5 in.(127 mm)for nom 1-112 in.(38 mm),2 in.(51 mm],3 in.(76 mm)or 4 in.{102 mm}diam nonmetallic pipe sizes,respectively.Pipe to be rigidly supported on both sides of the floor-ceiling assembly.The T Rating is dependent on the size of the IGAJ-309S CABLE BUNDLE THROUGH CONCRETE OR MASONRY(2-HR) w ,,, A both sides of floor ceiling assembly.The following types and sizes of metallic pipes,tubing or conduit may be used IGA,1,3283 GABLE BUNDLE THROUGH CONCRETE OR MASONRY(2-HR) A.Steel Pipe-Nom 6 in.(152 mm)diam(or smaller)Schedule 40(or heavier)steel pipe. �_ 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 1-1/2 hr for pipes greater �{ I than 1-1/2 in.(38 mm)diam.For 1 hr rated assemblies,the T rating is 1 hr for 1-1/2 in.(38 mm)diam(and smaller)pipes,3/4 hr for 2 in.(51 C-AJ 5090 METAL PIPE WITH ABiPVC INSULATION THROUGH CONCRETE OR MASONRY(2•I-IR) B.Iron Pipe-Nom 6 in.(152 mm)diam(or smaller)cast or ductile pipeMETAL PIPE WiTH GLASS FIBER OR CALCIUM SILICATE NSULATION THROUGH ( © mm)diam pipes and 0 hr for pipes greater than 2 in.(51 mm)diam.The following types of nonmetallic pipes may be used: z C.Conduit-Nom 4 in.(102 mm)diam(or smaller)steel electrical metallic tubing or nom 6 in,diam(or smaller)steel conduit. D.Steel Flexible Metal Conduit+-Nom 2 in.(51 mm)diem(or smaller)steel flexible metal conduit. ailA.Polyvinyl Chloride(PVC)Pipe-Schedule 40 solid-core or cellular core PVC pipe for use inclosed(processor supply)or GAJf091 CONCRETE OR MASONRY(2-HR) O See Flexible Metal Conduit(DXUZ)category in the Electrical Construction Materials Directory for names of manufacturers. vented(drain,waste or vent)piping system. IC-AJ-8042 ELECTRICAL BUSWAY THROUGH CONCRETE DR MASONRY -HR) C24 3.Fill,Void or Cavi Material'-Sealant-Min 518 in. 16 mm or 1-114 in. 32 mm thickness of sealant applied within annular space,flush with the B.Chlorinated Polyvinyl Chloride(CPVC)Pipe-SDR17 CPVC pipe for use in closed(process yr supply)or vented(drain,waste or I GAJ-7061 METAL DUCT(WITHOUTH DAMPER)THROUGH CONCRETE OR MASONRY(2-HR) U Cavity ( ) ( ) PP P OR 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 vent)piping systems. A833 FLOORS WALLS I G/�-7 { ROUND SHEET MEZAL DUCT THROUGH tNCRETE OR AM�SDNRY(2-HR) annular space,flush with top surface of floor or sole plate. C.Acrylonitrile Butadiene Styrene(ABS)pipe-Schedule 40 solid-core or cellular core ABS pipe for use in closed(process or supply)or IC-N-7145 SHEET METAL DUCT WITH GLASS FIBER INSULATION THROUGH CONCRETE OR d HILTI INC.-FS-ONE Sealant or FS-ONE MAX Intumescent Sealant vented(drain,waste or vent)piping systems. 10-8X-0099 MULTIPLE PENETRATIONS THROUGH CONCRETE OR MASONRY(2 Hf) < O- + D.Flame Retardant Polypropylene(FRPP)Pipe-Schedule 40 FRPP pipe for use in closed(process or supply)or vented(drain,waste or U 0 ,�� Bearing the UL Listing Mark. GAJ$143 MULTIPLE PENETRATION TI-F1OUGH CONCRETE OR MASONRY(2-HR) © vent)piping system. a_ 'Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), - W-L-1054 METAL PIPE THROUGH GYPSUM WALL ASSEMBLY(1-Ffi) respectively. 4.Flrestop System The details of the firestop system shall be as follows: `-r " ■ Wi-L-1389 MULTiPLE METAL PIPES THROUGH GYPSUM WALL ASSEMBLY(2-HR) O �., A.Fill,Void or Cavity Material*-sealant-Min 3/4 in.(19 mm)thickness of fill material to be installed within the annular space between W-L2076 PLASTIC PIPE THROUGH GYPSUM WALL ASSEMBLY(2-HR) w w I the pipe and the flooring(Item 1A)or sole plate.Min 5/8 in.(16 mm)thickness applied within the annular space,flush with the bottom 1I: IN-L-2128 PLASTIC PIPE THROUGH GYPSUM WALL ASSEMBLY(2-HA) > 7 -�A surface of ceiling or lower top plate. W-L-3334 GABLE BUNDLE THROUGH GYPSUM WALL ASSEMBLY(2-HR) ¢ `� HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC-FS-ONE Sealantor FS-ONE MAX Intumescent Sealant. 8834 GYPSUM WALL W-L-3414 CABLE THROUGH GYPSUM WALL ASSEMBLY(2-HR) Z O 1 B B.Flrestop Device*-Flrestop Collar-Flrestop collar shall be installed in accordance with the accompanying installation z 1 CD 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 PIPE WITH AB/PVC INSULATION THROUGH GYPSUM WALL the anchor hooks provided with the collar.(Minimum 2 anchor hooks for 1-1/2(38 mm)and 2 in.(51 mm)diem pipes and 3 anchor hooks W-L5028 ASSEMBLY(2-HA) ( Li r� for 3 in.(76 mm)diam pipes).The anchor hooks are to be secured to the ceiling with min 3/16 in.(5 mm)diam steel toggler bolts or to the METAL PIPE WITH GLASS FIBER OR CALCIUM SILICATE INSULATION THROUGH GYPSUM "' 0 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-5029 WALL ASSEMBLY(2-HR) > Q HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC-CP 643 5011.5"N,CP643 6312"N,CP 643 90/3'N or CP643110/4"N Firestop W-L-7042 METAL DUCT((WITHOUT DAMPER)THROUGH GYPSUM WALL ASSEMBLY(2-HR) ,`^_, 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 YWL-7156 METAL DUCT THROUGH GYPSUM WALL ASSEMBLY o 1.Floor-Ceiling Assembly-The 1 or 2 hr fire-rated solid or trussed lumberjoist floor ceiling assembly shall be constructed of the materials and in side. GYPSUM WALL METAL DUCT WITH GLASS FIBER INSULATION THROUGH GYPSUM WALL o DesignsDirectory. RatingfirestopFloor-CeilingAssembly- assembly *Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada). the mannerspecified in the individual L500 Series Floor-Ceiling in the UL Fire Resistance The F,FH of the 1. The 1 or 2 hr fire-rated solid or trussed lumber joist floor-ceilingshall be constructed of the materials and in CONCRETE OR BLOCK WALL W-L-7156 ASSEMBLY(2-HR) system is equal to the ratingof the floor-ceilingand wall assemblies.The T,FT and FTH Ratingof the firestopsystem is 0 hr for 1 hr rated floor the manners specified in the individual L500 Series Floor-CeilingDesigns in the UL Fire Resistance Directory.The F Ratingof the firestopsystem respectively. W-L-8079 MULTIPLE PENETRATIONS THROUGH GYPSUM WALL ASSEMBLY(2-HA) Y q Y P� i9 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 summarized W-J-3215 CABLE BUNDLE(<11(2-HR below: below: I+Wf-S-0090 TOP OF WALL JOINT(1-HR 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 HW-D-0268 TOP OF WALL JOINT:CON WALL OR BLOCK WALL ASSEMBLY 3-HR) ( .1 Floor-Ceilin Design.Max diam of opening shall be 7-5/8 in,(194 mm. Floor-CeilingDesign.Diam of opening shall be 1 in (25 mm)larger than the nom diam of through-penetrant 3. GYPSUM WALL JOINTS 9 i9 Pe 9 ) g Pe g r9 (Item1 CONCRETE OR MASONRY WALL CONCRETE TOP OF WALL JOINT-CONCAE WALL OR BLOCK WALL ASSEMBLY SHR) 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 A838 HW-D-0758 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 PIPE THROUGH CONCRETE FLOOR(2-HFI) 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 ABIPWIC OR GLASS FIBER INSULATION THROUGH CONCRETE FLOOR opening shall be 7-5/8 in.(194 mm). opening shall be 1 in.(25 mm)larger than the nom diam of through-penetrant(Item 3). F-/-5046 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 (2-HR) • individual L500 Series Designs in the Fire Resistance Directory. individual 1500 Series Designs in the Fire Resistance Directory BW-54002 BOTTOM OF WALL JOINT -HR) IIIIIMIIMMIIIIIIIIIIIIIIIIIN BW-S-0039 BOTTOM OF WALL JOINT 2-HR) ■ JOINT GYPSUM WALL HVWD-0106 TOP OF WALL JOINT(2-H I� THIS WIDTH SHOULD BE 3" -awl �,��' Reproduced by HILTI,Inc.Courtesy of �' I Reproduced tbyo HILTI,Inc.Courtesy of MI II�, Reproduced by HILTI,Inc.Courtesy of �,��, Reproduced by WLTI,Inc.Courtesy of8837 MH-I}0209 TOP OF WALLJOINT 2-HJOINT SHAFT WALLUnderwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. FW-D-0757 TOP OF WALL JOINT 2-H Hilti FirestopSystems January 15,2015 HIlti Flresto Systems January 15,2015 Hilti FirestopSystems January 20,2015 Hilti FirestopSystems January 20,2015 FNV-0.0342 TOP OF WALL JOINT 2-HR) Y Page: 1 of 2PPage: 2 of 2Page: 1 of 2I Page:2 of 2 I-tW-D-0572 TOP OF WALL JOINT(2-HR) OR A838 MEMBRANE PENETRATION CW CLN 78 MEMBRANE PENETRATION IN GYPSUM WALL ASSEMBLY(2-HR) r,, gS iF CV eV V 55 rF� System No. F-C-2203 ss 1F UL FIRE RESISTANCE DIRECTORY NOMENCLATURE �, '� System No. F-C-2142 N System No. F-0-2142 N �� y U'�}„�� System No. F-C-2204 N Throughetratlons re ��f N F Rating-1 Hr LL u_ F Rating-1 Hr U. F Rating- 1 Hr LL First letter represents Second a provide more Four digit number describes the Classified Information about the floor or wail: penetrating n $ Classified by T Rating-1 Hr _ I Rating-112 Hr --- what Is being ppe g 9 Example:CAJ1150 Classified by T Rating--0 Hr ---- - Underwriters Laboratories,Inc. Underwriters Laboratories,Inc penetrated Underwriters lalwrabnes,Inc, Io UL 1479 10 UL 1479 to UL 1479 F=FLOOR A= CONCRETE FLOORS WITH A 0000-0999 BLANK OPENINGS C= FLOOR OR WALL © o 0 0 1 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 0 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)toe max of 5/8 in.(16 mm).Pipe to be rigidly �l3`1 WALLS(COMBINED) _/ supported on both sides of the floor ceiling assembly.The following types and sizes of nonmetallic pipes may be used. - y © B= CONCRETE FLOORS WITH A 1000-1999 METAL PIPE,CONDUIT A= CONCRETE N. i O 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 O O� O 0 0 MINIMUM THICKNESS GREATER 2000.2998 OR TUBING FLOORS 5'OR ■ 411D C) or supply)or vented(drain,waste,or vent)piping systems. A B.Acrylonitrile Butadine Styrene(ABS)Pipe-Nom 2 in.(51 mm)diem(or smaller)Schedule 40 cellular or solid core ABS pipe for use in ri THAN 5 IN NON METAW C PIPE LESS closed(process or supply)or vented(drain,waste or vent)piping systems. -i--) ® .� O -1 TT 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 I _ _ . _ i- C. FRAMED FLOORS 3000-3999 CABLES J■ CONCRETE OR supply)or vented(drain,waste or vent)piping systems. 0 „�/ O i= 44()0-4999 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� 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 .:-.---: $'OR LESS `1 j �' top plate. A O O O A �', - S E= FOR-CEILING ASSEMBLIES 5000-5999 INSULATED PIPES 1150= METAL PIPE, HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC-FS-ONE Sealant or FS-ONE MAX Intumescent Sealant � CONSISTING OF CONCRETE WITH 13000-6999 MISCELLANEOUS CONDUIT OR / /72." 'Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), `� _.------->---:---15- MN respectively. MEMBRANE PROTECTION ELECTRICAL(BUSWAY) TUBING on E m Ati © 1 J= CONCRETE OR MASONRY WALLS 7000-7999 MISCELLANEOUS ! fH A MINIMUM THICKNESS 8000-8999 MECHANICAL MIXED LESS THAN OR EQUAL TO 8 IN 9000-9999 PENETRATING ITEMS L WT SECTION A-A RESERVED FOR 0 L= FRAMED WALLS FUTURE USE REVISIONS N na ria � � 1,Floor-CeilingAssemblyThe 1 hr fire-rated solid or trussed lumberjoist floor-ceilingassemblyshall be constructed of the materials and in the -orn V:� SECTION A-A Lti� 16-OCT-2018 BUILDING PERMIT RESUBMITTAL manner specified in the individual 1500 Series Floor-Ceiling Designs in theUL Fire Resistance Directory.The general construction features of the re 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 Systems I<,I i, 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 c floor-ceiling assembly are summarized below: manner specified in the individual 1500 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 First letters Identify Second letter(a)provide more Four digit number describes Example:HWD0757 o- 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 314 in.(19 mm)thick plywood or min 518 in.(16 mm)thick gypsum the type of Joint: Information about the floor or wall: the penetrating Itarn(s) • PROJECT NUMBER DRAWN BY CHECKED BY LI 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 Ki RLC 1 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 t;J=CONTINUITY S= NO MOVEMENT(STATIC) 0000-0999 LESS THAN OR HW= HEAD TO WALL immiimi U and with ends firestopped.Asan alternate to lumber joists,nom 10 in.(254 mm)deep(or deeper)lumber,steel or combination lumber and B.Wood Joist'-Nom 10 in,(254 mm)deep(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.(point HEAD OF WALL EQUAL TO 2' r,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=FLOOD TO '0 C.Furring Channels-(Not shown)-Resilient galv steel furring installed perpendicular to wood joists(Item 1B)between C.Gypsum Board*-Nom 5/8 in.(16 mm)thick,4 ft(1.2 m)wide as specified in the individual Floor-Ceiling Design. subfloor with 1-1/4 in.(32 mm)long steel screws spaced max 6 in.(152 mm)OC. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE Nwallboard(Item 1D)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 BOOR 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■WALL To WALL D=ALLOWS MOVEMENT(DYNAMIC) 1000-1999 GREATER THAN 2'AND D= ALLOWS NOT BE DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN -'=' be 1 in.(25 mm)larger than the nom diem of through-penetrant(Item 3). (Item 1A)to be max 1/2 in.(13 mm)larger than outside diem of closet flange. C.Gypsum Board*-Nom 5/8 in.(16 mm)thick,4 ft(122 cm)wide as specified in the individual Floor-Ceiling Design. FW=FLOOR TO WALL LESS THAN OR EQUAL MOVEMENT CONSENT OE THE ARCHITECT_ 2018 HILL ARCHITECTS CU 2.Chase Wall-(Optional)-The through penetrant(Item 3)may be routed through a 1 hr fire-rated single,double or staggered wood stud/gypsum 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 1-1/2 in.(38 mm,or smaller)diam Schedule 40 acrylonitrile butadiene styrene(ABS)or polyvinyl chloride(PVC)pipe and HW=HEAD TO WALL TO 6' (DYNAMIC) re 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 installed concentrically within firestop system. drain fittings cemented together and provided with ABS or PVC bathtub waste/overflow fittings.Annular space shall be min 0 in.(point contact)to immismisisi V Fire Resistance Directory 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 bottom surface of max 1 in. BW=BOTTOM OF 2000-2999 GREATER THAN 6'AND 0757 = LESS THAN OR aFIRE 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' ¢ F I iti T D PENETRATION Z 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. Q through-penetrant(Item 3). 5 Water Closet-(Not Shown)-Floor mounted vitreous china water closet. HILTI CONSTRUCTION CHEMICALS,DIV 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. o (25 mm)larger than the nom diam of through-penetrant(Item 3). 'Indicates such products shall bear the UL Dr cUL Certification Mark for jurisdictions employing the UL or cLIL 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), 3000-3999 GREATER THAN 12'AND DETAILS 0 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' co M,LINT' Reproduced by HILTI,Inc.Courtesy of M,611.111r.11Reproduced by HILTI,Inc.Courtesy of �,lT, Reproduced by HILTI,Inc.Courtesy of 11�, Reproduced by HILTI,Inc.Courtesy of o Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. 4000-4999 GREATER THAN 24` mismimimi ry Hilti FirestopSystems January 15,2015 Hilti FirestopSystems January 15,2015 Hilti FirestopSystems January 5,2017 Hilti FirestopSystems January 21,2015 Y Page: 1 of 2 Y Page 2 of 2 Y Y co r. o A 8 3 0 10 ■ 9 ■ 8 • 7 • 6 ■ 5 ■ 4 ■ 3 ■ 2 M 1 10 • 9 • 8 • 7 • 6 • 5 0 4 • 3 • 2 • 1 imiiiimilimmmilmommiiiim sslfi co, ss!p NOTES: �� '� System No. F-C-2310 M System No. F-C-2310 ,17-, �� System No. F-C-2389 System No. F-C-2389 _ Fil or CV F Ratings-1 and 2 Hr(See Item 1) U c F Rating- 1 Hr 2.Chase Wall-rhe throughpenetrant(Item No.3)shall be routed through a si le,double orsta eyed wood studs) sum board chase U 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` 9 n9 99 studs/gypsum by T Ratings---0,314 and 1 Hr(See Item 3) wall and shall include the following construction features: If field conditions do not match requirements of details, approved alternate details shall be utilized. Verify design ______--- ....--__ Underwriters Laboratories,Inc. Underxrders Laboratories,Inc. to UL 14763.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 UL 1479 A.Studs-Nom 2 by 4 in.(51 by 102 mm)or nom 2 by 6 in.(51 by 152 mm)lumber studs. requirements, field conditions and dimensions for compliance with details, including but not limited to the following: el pp y)piping 9 ys y p penphery 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)su I i in systems.A max of three tubes may be installed in the opening.The annular space between the tubingand the ri he of the ( 9) H I L i opening shall be a min of 3/16 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 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 L p g ) p 0 Temperature Rating (T-Rating) of 114 in.(6 mm),Tubin to be rigidly supported on both sides of the floor-ceiling are used. 0 e Y PPog assembly. C.Top Plate-The double top plate shall consist of two nom 2 by 4 in.(51 by 102 mm)or 2 by 6 in.(51 by 152 mm)lumber plates.Max Leakage Rating (L-Rating) Bir 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 Water RatingARCHITECT S _ ---- sole plate and a min 314 in,(19 mm)thickness of fill material applied within the annulus,flush with the bottom surface of the lower top plate.Min ^ r 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 (W-Rating)g) _ SO 518 in.{16 mm)thickness of fill material applied within the annulus,flush with the bottom surface of the ceiling or tower top plate. ' in.diam penetrants are used. Annular Space C) 11 HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC-FS-ONE Sealant or FS-ONE-MAX Intumescent Sealant O C.Gypsum Board-Min ilZ in.(13 mm)raced or non-rated gypsum board. Percent Ff II 17 5 0 6 L A N K E N S F! I P ROAD *Indicates such products shalt bear the UL or CUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), il. E.Steel Straps-(Not shown)-Steel straps to be used when top and sole plates are discontinuous and shall meet the structural Movement respectively. requirements of the wall.Min 1-1/2 in.(38 mm)wide by 20 gauge(or heavier)galvanized steel straps used to bridge opening on both SUITE 4 0 0 Type and thickness of fire rated sides of wall at sole plate when sole plate is discontinuous at opening in plywood floor.Steel straps to be cut to overlap a min of 2 in.(51 WEST L I N N . OREGON 9 7 0 6 3 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. ._ . __ __ sides of wall.Min 3 in.(76 mm)wide by 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 . 5033 FAX 503 . 305 . 8034 •� S r_.e. (®) 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 side of opening and secured to top plates with a min of two nails or screws on each side 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 are acceptable subject to approval by the Authority Having Jurisdiction (AHJ), Contact Hilti Inc, for alternative I . between the through penetrant and the periphery of the opening shall be a min 0 in.(point contact)to a max of 5/8 in.(16 mm)Pipe to be A A ��_�- rigidly supported on both sides of the floor-ceiling assembly.The following types and sizes of nonmetallic pipes may be used. systems or Engineering Judgment (800-879-8000). Drawings shall follow the International Firestop Council (IFC) A.Polyvinyl Chloride(PVC)Pipe Nom 3 in.(76 mm)diem(or smaller)Schedule 40 solid or cellular core PVC for use in closed(process Guidelines for Evaluating Firestop Systems Engineering Judgments. • ! --� ' CI A or supply)or vented(drain,waste or vent)piping systems. kKV o e - f� _ 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: supply)piping systems. c) 1=1" N 6 0 C.Acrylonitrile Butadiene Styrene(ABS)Pipe-Nom 3 in.(76 mm)diam(or smaller)Schedule 40 solid care or cellular ore ABS pipe for use in closed(process or supply)or vented(drain,waste or vent)piping system. s Laboratories 2017 Underwriter Fire Resistance Directory, IVOD.Electrical Nonmetallic Tubing(ENT+)-Nom 2 in.(51 mm)diam(or smaller)corrugated-wall electrical nonmetallic Volumes 1 & 2. 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 When 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 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 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 3/4 in.(19 mm)thickness of fill material applied within the annulus,flush with top surface of floor co is equal to the rating of the floor-ceiling and wall assemblies.The T Rating of the firestop system is 1 hr for 1 hr rated floor-ceiling and wall or sole plate.Min 3!4 in.(19 mm)thickness of fill material applied within the annulus,flush with bottom surface of lower top plate.At point 5. Firestop System installation to meet requirements of ASTM E-814 (UL 1479) tested assemblies that provide a fire La assemblies and 1-112 hr for 2 hr rated floor-ceiling and wall assemblies.The general construction features of the floor-ceiling assembly are contact location,a min 1/2 in.(13 mm)diam bead of fill material shall be applied at bottom surface of lower top plate.In addition,at topof summarized below: pP rating equal or greater to that of construction being penetrated. A.Forming Material-Lumber or plywood subfloor with finish floor or lumber,plywood or Floor Topping Mixture*as specified in the individual floor,a min 1/2 in.(13 mm)diam bead of fill material shall be applied at the point contact location at top of sole plate or subfloor. Floor-Ceili Design.Max diam of floor opening is 3 in.(76 mm. HIT CONSTRUCTION CHEMICALS,DIV OF HILTI INC FS-ONE Sealant or FS-ONE-MAX Intumescent Sealant 6. Label rated through-penetration assemblies prominentlywith a Hilti FirestopLabel equipped with d R code with ng r9 P 9 ) Q B.Wood Joists"-For 1 hr firerated 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 Fire 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 stud/gypsum 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). Contractor's la tor'S Name manner specked 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 construction features: and with ends firestopped.As an alternate to lumber 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 1 D)and wood joists as required in the individual Floor-Ceiling Design. D.Gypsum Board-Thickness,type,number of layers and fasteners shall be as specified in individual Wall and Partition Design. D.Gypsum Board*-Nom 4 ft(122 cm)wide by 5/8 in.(16 mm)thick as specified in the individual Floor-Ceiling Design. �� Orl`Reproduced byHILTI,Inc. ofRe roduced HILTI,Inc. ofRe roduced HILTI,inc. of Re roduced HILTI,trio. of / �/� I�T, Courtesy 11141116rril P by Courtesy M,�T, P by Courtesy �'�T, P by Courtesy Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc, Underwriters Laboratories,Inc. ' LLOYD • li 4 Hilti FirestopSystems January 15,2015 Hilti FirestopSystems January 15,2015 Hilti FirestopSystems January 20,2015 Hilti FirestopSystems January 20,2015 e ,, Y Page: 1 of 2 Y Page: 2 of 2 Y Page: 1 of 2 Y Page: 2 of 2 ' s ' E ,/ , '' :1'4 ts:s ,,ss rF� " CV ,,Ss i,C, o .4. t ®� System No. F-C-3012 o System No. F-C-3012 Q 6�~b System No. F-C-5004 a, System No. F-C-5004 0 C US ANSI/UL1479(ASTM E814) CAN/ULC S115 u_ U- C US ANSI/UL1479(ASTM E814) CANIULG$115 I LL Classified byClassified by uncle writes Laboratories,Inc F Ratio s-1 and 2 Hr See Item 1 F Ratings-1 and 2 Hr See Item 1 unde""`nersLabaratones inc F Ratio -1 and 2 Hr See Item 1 F Ratio 1 and 2 Hr See Item 1 • 10 UL 1479 and CAN/ULC-S115 9 ( ) g ( ) 2.Chase Wall-(Optional)-The through penetrant(Item 3)shalt be routed through a fire-rated single,double or staggered wood stud/gypsum to uL 1479 and CAN ULCS115 g ( ) 9 ( ) 2.Chase Wall-(Optional)-The through penetrant(Item 3)maybe routed through a fire-rated single,double or staggered wood stud/gypsum • T Ratings-0,1 and 1-314 Hr(See Item 3) FT Ratings-0,1 and 1-314 Hr(See Item 3) 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 1-314 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 construction features' construction features FTH Ratings-0, 1 and 1-314 Hr(See Item 3) A.Studs-Norn 2 by 6 in.(51 by 152 mm)or double nom 2 by 4 in.(51 by 102 mm)lumber studs. L Rating At 400 F--Less Than 1 CFM/Sq 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 opening 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 0 for 1 or 2 hr rated assembly is 2-1/2 in.(64 mm)or 2 in.(51 mm),respectively. be 3-112 in.(89 mm). 1/) 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 L Rating At 400 F-Less Than 1 CFMISq Ft(See item 4) 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• plates,tightly butted.Max diam of opening for 1 or 2 hr rated assembly is 2-1/2 in.(64 mm)or 2 in.(51 mm),respectively. plates,tightly butted.Max diam of opening is 3-1/2 in.(89 mm). D.Gypsum Board'-Thickness,type,number of layers and fasteners shall be as specified in individual Wall and Partition Design. 0 D.Gypsum Board'-Thickness,type,number of layers and fasteners shall be as specified in the individual Wall and Partition Design. 1 '1 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 the opening(max 2 in.(51 mm)diem bundle).Cables to be rigidly supported on both sides of floor assembly.Any combination of the following / Illof floor assembly.The following types and sizes of metallic pipes or tubing may used: LU `.1 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. LL, O pA A.RG 59 coaxial cable with single copper conductor,cellular polyethylene cellular foam insulation and polyvinyl chloride(PVC)jacket A B.Copper Tubing-Nom 2 in.(51 mm)diam(or smaller)Type L(or heavier)copper tubing. 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 2/C No.12 AWG cable with polyvinyl chloride(PVC)insulation and jacketing. A I I4:1) 4.Pipe Covering*-Nom 1/2 in.(13 mm)thick hollow cylindrical heavy density(min 3.5 pcf(56 kg/m3))glass fiber units jacketed on the outside F z with an all service jacket.Longitudinal joints sealed with metal fasteners or factoryapplied self-sealing lap tape,Transverse joints secured with v 0 �� D.Max 31C with ground No.2/0 AWG aluminum or copper Type SER cable with polyvinyl chloride(PVC)insulation.> 0 E.Max 3/C with ground No.2/0 AWG Type NM cable with polyvinyl chloride(PVC)insulation. © \ \ \ metal fasteners or with butt tape supplied with the product.A nom annular space of 118 in.(3 mm)is required within the firestop system. J I F.Max 3/C 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 0 -_I © / / 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 < a- A / H.Max 41C with ground No.300 kcmil(or smaller)aluminum SER cable with PVC insulation and jacket. g03 Q � i S • Smoke Developed Index of 50 or less may be used. c4 -a .- 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 butadiene/polyvinyl chloride(AB/PVC)flexible foam furnished in the form Q c. . Products category, of tubing.An annular space of min 118 in.(3 mm)to max 3/8 in.(10 mm)is required within the firestop system. "nitC./ d See Through Penetrating Product(XHLY)category in the Fire Resistance Directory for names of manufacturers. O See Plastics+(QMFZ2)category in the Recognized Component Directory for names of manufacturers.Any Recognized Component tube a- • t 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 u insulation material meeting the above specifications and having a UL 94 Flammability Classification of 94-5VA may be used. • / F 2Q 4.Fill,Vold or Cavity Material'-Sealant-Min 314 in.(19 mm)thickness of fill matefiai applied within the annulus,Flush with top surface of floor or r r (Note:L Ratings apply only when glass fiber insulation is used). w ZZ sole plate.Min 5/8 in.(16 mm)thickness of fill material also applied within the annulus,flush with bottom surface of ceiling or lower top plate X1;1 5.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 HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC-FS611A Sealant or FS-One Sealant or FS-ONE MAX Intumescent Sealant y� Brisii \ ' W sole plate.Min 516 in.(16 mm)thickness of fill material also applied within the annulus,flush with i>otiom surface of ceiling or lower top plate.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), `�+ HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC-F5-0ne Sealant or FS-0NE MAX Intumescent Sealant G G respectively, 4:1 'Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), Z N us respectively. I-- N. SECTION A-A W O p w d' r 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 in21 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 1-3/4 hr for 1 and 2 hr rated assemblies,respectively.The general ~f 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: L Floor-Ceiling Design.Max diam of opening for 1 or 2 hr assembly is 2-1/2 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 N B.Wood Joists"-Nom 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 3-1/2 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 2-1/2 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 3-1/2 in.(89 mm). • Io- THIS WIDTH SHOULD BE 3" -NH IM111'1.11', Reproduced by HILTI,Inc.Courtesy of �,��, Reproduced tbyo HILTI,Inc.Courtesy of �,��, Reproduced by HILTI,Inc.Courtesy of �'��' Reproduced HILTI,Inc.Courtesy of Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. January 20,2015 Hilti FirestopSystems January 20,2015 Hilti FirestopSystems January 20,2015 Hilti FirestopSystems January 20,2015 Hilti Firestop Systems I Page: 1 of 2 Y I Page: 2 of 2 Y Page: 1 of 2 Y I Page:2 of 2 �SSIF'� System No. F-C-5036 M System No. F-C-5036 co �ssfF' U o Q ('i) � System No. F-C-5037 o System No. F-C-5031 0 in C ® US v U C US ANSI/UL1479(ASTM E814) CAN/ULC S115 in in ua 0 classifed by ANSI/UL1479(ASTM E814) CAN/ULC S115 w LL Classified by 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 u- Underwnfers Laboratories.Inc F Rating-1 Hr F Rating 1 Hr Underwriters Laboratories,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: 10 UL 1479 and CAN/ULC-S115 Inc g- Pe g- ( ) y heavy density( pcf( kg1m3))g j to UL 1479 and CAWULC-5115 A.Copper Tubing Nom 2 in. 51 mm diam or smaller Type L or heavier copper tubing. 3.Pi Covering Nom 1-112 in. 38 mm thick hollow cylindrical hea densi min 3.5 f 56 k 1m3 lass fiber units jacketed on the outside PPe 9- ( ) ( 1 YP ( pP 9• T Ratings-1/4 and 1-3/4 Hr(See Item 1) FT Ratings-114 and 1-3/4 Hr(See Item 1) B.Copper -Nom 2 in.(51 mm)diam(or smaller)Regular(or heavier)copper pipe. T Rating-1 Hr FT Rating-1 Hr with an all service jacket.Longitudinal joints sealed with metal fasteners or factory-applied self-sealing tape.Traverse joints secured with metal APPipe 9 PPe P P fasteners or with butt tape supplied with the product.The annular space shall be mire 1/2 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. FH Rating-1 Hr I See Pi and Equipment Coverin Materials BRGU category m the Building Materials Directory for names of manufacturers.An i covering 3.Tube Insulation-Plastics+-Nom 314 in.(19 mm)thick acrylonitrile butadiene/polyvinyl chloride(AB/PVC)flexible foam furnished in the form 9 (BRGU) 9 ry 9 ry y P g FTH Ratings-114 and 1.314 Hr(See Item 1) FTH Rating-1 Hr I 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 3/8 in.(10 mm)to max 1 in.(25 mm). Developed Index 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.Fill,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. • O 177.L 11i)7 or sole plate.Min 5/8 in.(16 mm)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 shall be installed • 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 0 f-- 1 HILTI CONSTRUCTION CHEMICALS,DIV 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 cUL Certification(such as Canada), dam` 0 respectively. A 0 _r 411) 'Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), 0respectively. , al .,_- ',, , ,......" 0 • , I\ e 0 o A © f I m co SECTION A-A SECTION A-A REVISEONS N- 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 in manner specified in the individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory.The general construction features of the floor-ceiling assembly are summarized below: 1.Floor-Ceiling Assembly-The 1 and 2 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and in 16-OCT-2018 BUILDING PERMIT RESUBMITTAL io A.Floorin System-Lumber or plywood subfloorwith finish floor of lumber,plywood or Floor Topping Mixture*as specified 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 lssuEs 9 Y PYwPYw PP 9 Pe 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 1/4 hr for 1 hr rated floor ceiling assemblies and 1-3/4 hr for 2 hr IIIIIMINIIIIIIIIII C B.Wood Joists'-Nom 10 in.(254 mm)deep(or deeper)lumber,steel or combination lumber and sleet 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 • PROIECT C.Gypsum Board*-Nom 4 ft(1.2 m)wide by 5/8 in.(16 mm)thick as specified in the individual Floor Ceiling Design.Max diem of opening Floor Ceiling Design.Diem of opening shall be 5-1/8 in.(130 mm). CHECKED BY L 16761 NUMBER DRAWN BY KT RLC CKE = shall be 6-718 in.(175 mm). B.Wood Joists'-Nom 10 in.(254 mm)deep(or deeper)lumber,steel or combination lumber and steel joists,trusses or Structural Wood UI 1.1 Chase Wall-(Not Shown,Optional)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. ,� stud/gypsum wallboard chase wall having a fire rating consistent with that of the floor-ceiling assembly.The chase war#shall be constructed of the C.Furring Channels(Not Shown)-Resilient gale steel furring installed perpendicular to wood joists between first and second layers of iD 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 10).Furring channels spaced max 24 in.(610 mm). ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE r\ D.Gypsum Board'-Nom 4 ft 1 2 m)wide by5/8 in.(16 mm)thick as specified in the individual Floor-CeilingDesign.First layer of wallboard THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY up include the following construction features: y ( 9 y A.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 DUPLICATED.USW OR DISCLOSED WITHOUT THE PRIOR wRIrTEN ' 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 CONSENT OF THE ARCHITECT. ✓ shall be 6-7/88 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 C 2Ol HILL ARCHITECTS ce 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 j (51 by 102 mm)lumber plates,tightly butted.Max diam at opening is 6-718 in.(1 75 mm). include the following construction features: L RATED C Q 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. FIRE RAT L D P N L T RAT I O N 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 Qfloor-ceiling assembly.The following types and sizes of metallic tubes or pipes may be used: shall be 5118 in. ,-r A.Copper Tubing-Nom 2 in.(51 mm)diem(or smaller)Type L(or heavier)copper tubing. C.Top Plate-The double top plate shall consist of two nom 2 by 6 in.(51 by 152 mm)lumber plates or two sets of nom 2 by 4 in. L 0 B.Copper Pipe-Nom 2 in.(51 mm)diam(or smaller)Regular(or heavier)copper pipe. (51 by 102 mm)lumber plates tightly butted.Max diem of opening is 5-1/8 in.(130 mm). D LTA I L S PPe g PPe C.Steel Pipe-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 We and Partition Design. 0 0 co MI ITI Reproduced by HILTI,Inc.Courtesy of �,��I Reproduced by HiLTI,Inc.Courtesy of =2=1Reproduced by HILTI,Inc.Courtesy of 11=1111L.Till Reproduced by HILTI,Inc.Courtesy of -1 Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. 0 January 20,2015 January 20,2015 January 20,2015 January 20,2015 Hilti Firestop Systems 'Page: 1 of 2 Hilti Firestop Systems I Page:2 of 2 Hilti Firestop Systems 'Page: 1 of 2 Hilti Firestop Systems I Page:2 oft A831 ci 10 • 9 • 8 1 7 • 6 • 5 1 4 • 3 • 2 I 1 10 I 9 • 8 • 7 • 6 • 5 • 4 I 3 • 2 • 1 iiiimiummimmuimm sSIF eo ca SStp e� SS 1p ti NOTES: lix, System No. C-AJ-1226 System No. C-AJ-1226 ��j,� , System No. C-AJ-1513 �� '�, System No. C-AJ-2157 HI c us a a c US ANSIlUL1479(ASTM E814) CAN/ULC S115 a F Rating--2 Hr a 1. Penetration Details shown are typical details. Refer to the listed system detail for complete system requirements. Classified by ANSI/UL1479(ASTM E814) CANiULCS115 v Cassrredny Classified by If field conditions do not match requirements of details, approved alternate details shall be utilized. Verifydesign Underwriters Laboratories,Inc. — — underwriters Laboratories.Inc F Rating-2 Hr F Rating-2 Hr' — underwrders Laboratories,Inc. T Rating--d Hr — q 9 to UL 1479 and CAN/ULC-S115 I FRating-3Hr FRating-3Hr 4.FireslopSystem—Theflrestopsystemshallconsistofthefollowing: tout 147sandCANIULGsns lvUL1419 requirements, field conditions and dimensions for compliance with details, including but not limited to the following: T Rating 0 Hr FT Rating-D Hr Fire RatingH L L T Rating—0 Hr FT Rating—Q Hr A.Packing Material—Min 4 in.(102 mm)thickness of min 4 pcf(64 kg/m')mineral wool batt insulation firmly packed into opening as a L Rating At Ambient—Less Than 1 CFMIsq ft FH Rating—3Hr permanent form.Packing material to be recessed from top surface of floor or sleeve or from both surfaces of wall or sleeve as required to FH Rating-2 Hr �_ © Temperature Rating (T-Rating) accommodate the required thickness of fill material. FTH Rating-0 Hr Leakage Rating (L-Rating) L Rating At 400 F—4 CFM/sq 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 EZ C H i T f C T 5 = L Rating Al Ambient—Less Than 1 CFM/sq ft floor or sleeve or with both surfaces of wall or sleeve.At the point or continuous contact locations between penetrant and concrete or sleeve, A 0 0 A 0 Water Rating (W-Rating)An nu lar S pa ce = a min 1/4 in.(6 mm)diam bead of fill material shall be applied at the concrete or sleeve/pipe penetrant interface on the top surface of floor L Rating At 400 F—4 CFMIsq ft and on both surfaces of wall. Percent Fill 1 7 5 0 BLANKENSHIP ROAD HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC—FS-One Sealant or FS-ONE MAX Intumescent Sealant / © e • Movement SUITE 4 0 0 A 0 'indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the U.or cUL Certification(such as Canada), (6)CE) f Type and thickness of fire raked :---DI respectively. U 0/�`� �� 0 ® /7 - ----"-- - Minimum r&ction.maximum width of Joints. TEL WEST 503 . 305.8033 OREGON 503 . 3051FAX . 8034 0 0 0 3. If alternate details matching the field conditions are not available, manufacturer's engineering judgment drawings e �_� are acceptable subject to approval by the Authority Having Jurisdiction (AH]). Contact Hilti Inc. for alternative A SECTION A-A A systems or Engineering Judgment (800-879-8000). Drawings shall follow 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 0 Guidelines for Evaluating Firestop Systems Engineering Judgments. ■ floor.Min 5 in.(127 mm)thick reinforced lightweight or normal weight(100-150 pct or 1600-2400 kg/m3)concrete wall.Wall may also be el constructed of any UL Classified Concrete Blocks`.Max size of opening is 8 in.(203 mm)by 30 in.(763 mm). e..-�Q 4. References: 0 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 fs 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.1/2 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.(114 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 Classified 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 L7 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 assem blies 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 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 wail assembly. 1.Floor or Wall Assembly—Min 4-1/2 in.(114 mm)thick reinforced lightweight or normal weight(100-150 pcf or 1600-2400 kglm3)concrete.Wall rating equal or greater to that of construction being penetrated. 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 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 2.)Nom 1 in.(25 mm)diam(or smaller)steel flexible metal gas piping.Plastic covering on piping mayor may not be removed on both sides hollow core Precast Concrete Units"having a min 2 in.(51 mm)concrete thickness below the core.Max diam of opening is 3 in.(76 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(CF-TV)categories in the Fire Resistance Directory for names of manufacturers. the following information, 28.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 welded 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.)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 and edge of opening to be min 0 in.(point contact)and max 5/8 in.(16 mm).Pipe to be rigidly supported on both sides of floor-ceiling assembly. 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. Through Penetration Firestop 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 1-7/8 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 Hourly Rating (F-Rating) • 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 wane accommodate the required thickness of supply)piping systems. Installation Date ■ 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 Name A.Steel Pipe—Nom 30 in.(762 mm)diam(or smaller)Schedule 10(or heavier)steel pipe. B.Fill,Void or Cavity Material-Sealant'—Min 112 in.(13 mei)thickness of fill material applied within the annulus flush with the top surface of 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 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.(152 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--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.(152 mm)diam(or smaller)Type L(or heavier)copper tubing. Underwriter's Laboratories, Fire Resistance Directory (Volume 1). E.Conduit—Nom 6 in.(152 mm)diam(or smaller)steel conduit. "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), 1 r moi 1 ' F.Conduit—Nom 4 in.(102 mm)diam(or smaller)steel electrical metallic tubing(EMT). respectively. respectively. &4k I ��IIIMMI 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. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. ion . H /. January 07,2015 Hilti FirestopSystems January 07,2015 HIM FirestopSystems January 08,2015 Hilti FirestopSystems January 09,2015 LL • �� 7. Hilti Firestop Systems I Page: 1 of 2 Y I Page:2 of 2 Y Y ,If . '- e r I t`i'' j. 4 4tk) .5s,,; a o �sS I R, ori ami O l U�� System No. C-AJ-2109 N N ®� System No. C-AJ-3095 System No. C-AJ-3095 F Ratings—2 and 3 Hr(See Item 3) a Q C US ANSI/UL1479(ASTM E814) CANNLC 5115 v V ClassifiedbyT Ratings—d 2 and 3 Hr(See Items 2 and 3) Pipe Nom Pipe F Rating Classified by Underwriters Laboratories,me — Type Diam,In.(mm) Hr Underwriters Laboratories,Inc F Rating3Hr F Rating3Hr H.Max 3/C with to UL 1479 W Rating-Class 1 (See Items 2, 3 and 4) to UL 1479 and CAN/ULC-S115 — — 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 Rating at Ambient—Less Than 1 CFMIsq ft(See Item 4) T Ratings—0,112 and 3/4 Hr(See item 3) FT Ratings—0,112 and 3/4 Hr(See Item 3) L Rating at 400 F—Less Than 1 CFMIsq ft(See Item 4) PVC,CPVC,ABS,FRPP 6(152)or smaller 3 I.Max RG/U coaxial cable with polyethylene(PE)insulation and polyvinyl chloride(PVC)jacket having a max outside diameter of'A in.When FH Rating—3 Hr coaxial cable is used,T Rating is 0 hr. Pipe Nom Pipe T Rating FTH Ratings—0,112 and 3/4 Hr(See Item 3) J.Fire Resistive Cables"-Max 1-1/4 in.(32 mm)diam single conductor or multi conductor Type MI cable.A min 1/8 in.(3 mm)separation shall Type Diem,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. PVC,CPVC,ABS,FRPP 1-1/2,2,3(38,51,76) 2 K.Through Penetrating Product'—Any Cables,Metal-Clad Cable+or Armored Cable+currently Classified under the Through Penetrating (� 0 �-� © 0 0 O Products category. PVC,CPVC,ABS,FRPP 4(102) 3 A 0 it See Through Penetrating Product(XHLY)category in the Fire Resistance Directory for names of manufacturers. 1-4 PVC,CPVC,ABS+,FRPP 6(152) 3 0 © © O 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 A1,---... t.iA form.Packing material io be recessed 112 in.(13 mm)from tap surface of floor or from both surfaces of wall to accommodate the fli material.If the 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.■ �.;.� . 5.Fill,Void or Cavity Material'—Sealant—Min 112 in.(13 mm)thickness of fill material applied within the annulus,flush with top surface of floor orwABS++ 6(152) 0 ;�;� with both surfaces of wall. "' °' 1 j `°1 +-Indicates solid core ABS only. iii:'!:•' __. . HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC—FS-One Sealant or FS-ONE MAX Intumescent Sealant ++-Indicates cellular core ABS only. ! 4.Fill,Void or Cavity Material" Sealant—Min 1/2 in.(13 mm)thickness of fill material applied within the annu#us,flush with top or bottom surface Z 'Indicates such products shall bear the UI or cUL Certification Mark for jurisdictions employing the UL or cul Certification(such as Canada), O Al li 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 0 0 0 respectively. 'i.e.._ 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 oe © �� 0 0 within the annulus,flush with top or bottom surface of floor. V 0 HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC—FS-ONE Sealant,FS-ONE MAX Intumescent Sealant,CP 601S Sealant,CFS-S Sit SECTION A-A GG,CFS-S SIL SL(floors only)or CP 604 Sealant _ � w SECTION A-A 4A.Packing Material(not shown)—Min 1/2 in.(13 mm)thickness of 4 pcf(64 kg/m3)mineral wool batt insulation firmly packed into annular space U_ O and recessed from the top surface of floor to accommodate the required thickness of fill material,Required only when CP 604 Sealant is used. < F, `L 5.Firestop Device*—Firestop Collar—Firestop collar shall be installed in accordance with the accompanying installation instructions.Collar to be 1.Floor or Wall Assembfiy--Min 2-112 in.(64 mm)thick reinforced lightweight or normal weight(100-150 pcf or 1600 2400 kglm3)concrete floor or oo, • 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 Blocks". ! Z 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). s Floor r Wall m i 4- 11 m thick reinforced lightweightr normal w i h 1 150 f r 40 kg/m3)concrete.Wali r+ 1. o0 o a Assembly Min 112 in.( 4 m )t c oe g t( 00 pc o 1600 2 0 g ) 102 mm)diam pipes.Minimum four anchor hooks required for nom 6 in.(152 mm)diam pipes.Minimum ter/anchor hooks required for nom 8 in See Concrete Blocks(CAZT)category in the Fire Resistance Directory for names of manufacturers. may also be constructed of any UL Classified Concrete Blocks*.Max diam of opening is 12 in.(305 mm). 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(CAZT)category in the Fire Resistance Directoryfor names of manufactures. (203 i p q p z g ry 1/4 in. 6 mm diam bymin 1-1/4 in.(32 mm)longsteel expansion bolts or min 0.145 in.(3.7 mm)diam by1-1/4 in.(32 mm)longpowder actuated with floor or watt surfaces or extending a max 3 in.(76 mm)above the floor or both surfaces of the wall.If the steel sleeve extends above the floor Z ( ) P z 2.Steel Sleeve—(Optional)•Nom 12 in.(305 mm)diam(or smaller)Schedule 40(or heavier)steel pipe cast or groused into floor or wallor both surfaces of the wall,the T Rating of the firestop system is 0 Hr. Ni fasteners utilizing a 1-7116 in.(37 mm)diam by 1116 in.(1.6 mm)thick steel washer.As alternates to the anchors specified above,Hilts 114 in.(6 9 p y re 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 1 114 in. 32 mm Ion KW1K-CON EI+concrete screw anchor,Hilts 114 in. 6 mm diam b 1-314 in. 45 mm long KWIK 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 cross-sectional area of • firestopsystem is 0 Hr and a min 112 in.(13 mm)annular space is required between the through penetrant(Item 3)and the periphery of the ) Y ( ) 9 ( ) y ( ) g Y g p p ry expansion anchor or Hilts X-DNI 27 P8 S15 powder actuated floor pin with integral nom 9/16 in.(15 mm)diam washer may be used. the opening.Cables to be rigidly supported on both sides of floor or wall assemby.Any combination of time following types and sizes of metallic p • opening.The W Rating does not apply when the steel sleeve is used. HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC—CP 643N 50/1.5",CP 643N 6312",CP 643N 90/3",CP 643N 110/4",CP 643 conductor or fiber optic cable may be used: > O '-'i 3.Through Penetrants—One nonmetallic pipe to be installed either concentrically or eccentricallywithin the firestop system.For max 6 in. 160/6",CP 644 200/8"or CP 644 250/10"Firestop Collar A.Max 500 kcmil single copper connector power cable with thermoplastic insulation and polyvinyl chloride(PVC)jacket.When single copper re (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 1/2 in.(13conductor 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 1-1/4 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 o 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. 0 assembly.For systems with a W Rating,the max 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 Dopper 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 10 in.(254 mm)diam(or smaller)Schedule 40 solid core or cellular Core PVC pipe for use'm D.Max three copper connector No.6 AWG cable with polyvinyl chloride(PVC)insulation and jacket material.When multi-connector power rte—+ 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. [N 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)SDR13.5 CPVC pipe for use in closed(processor 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.(152 mm), F.Multiple fiber optical communication cables jacketed with PVC and having a max outside diam of 1/2 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,Metal-clad cable+.When MC D.Flame Retardant Polypropylene(FRPP)Pipe—Nom 6 in.(152 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. • supply)or vented(drain,waste or vent)piping systems. AFC CABLE SYSTEMS INC �,��, �,1�, �,��, M,��, {� THIS WIDTH SHOULD BE 3" �{ 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. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. January 27,2015 January 27,2015 January 14,2015 January 14,2015 Hilti Firestop Systems 'Page: 1 of 2 HMI Firestop Systems I Page: 2 of 2 Hilti Firestop Systems I Page: 1 of 2 Hilti Firestop Systems I Page:2 of 2 �, Gass IA; System No. C-AJ-3283 op System No. C-AJ-3283 Gess rF,� System No. C-AJ-5090 Q C ® US Q -al C @ US ANSIIUL1479(ASTM E814) CAN/ULC S115 I a 1.Floor or Wall Assembly—Min 4-1/2 in.(114 mm)thick reinforced lightweight or normal weight(100-150 pot Q C id by ANSIlUL1479(ASTM E814) CAN/ULC S115 v co) Classified d Le 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). ce ttlderwr;ws Laxralories,Inc. F Rating g 2 Hr F Rating—2 Hr Underwriters Laboratories,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. lout 1419 and CAN/ULC-S115 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 CAN/MC-3115 2.Metallic Sleeve—(Optional)—Nom 18 in.(457 mm)diam(or smaller)Schedule 10(or heavier)steel sleeve castor grouted into floor or wall T Ratings—0 and 112 Hr(See Item 2) FT Ratings--0 and 112 Hr(See Item 2) within the device and rigidly supported on both sides of floor or wall assembly.Any combination of the following types of cables maybe used: I T Rating—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 wail surfaces or extending a max of 3 in.(76 mm)above floor 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 7/C No.12 AWG copper conductor control cable with PVC or XLPE jacket and insulation. C.Max 4/0 AWG Type RHH ground cable. I L Rating At 400 F—Less Than 1 CFM/sq ft FTH Rating—0 Hr sides of floor or wall assembly.The following types and sizes of metallic pipes or tubing may be used: D.Max 4 pr No.22 AWG Cat 6 computer cables, A.Steel Pipe—Nom 4 in.(102 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 1/2 Hr(See Item 2) E.Max RG 6/U coaxial cable with fluorinated ethylene insulation and jacketing. L Rating At Ambient—4 CFM/sq ft B.Copper Pipe Nom 4 in.(102 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 112 in.(13 mm). L Rating At 400 F—Less Than 1 CFM/sq ft C.Copper Tubing—Nom 4 in.(102 mm)diam(or smatter)Type L(or heavier)copper tubing. • G.Max 20IC No.22 AWG shielded cable with PVC jacket 4.Tube Insulation—Plastics+—Min 1/2 in.(13 mm)to max 3/4 in.(19 mm)thick acrylonitrile butadiene/polyvinyl chloride(AB/PVC)flexible • I Rating At Ambient—Less Than 1 CFM(See Item 2) printerfoam furnished in the form of tubing.Nom 1 in.(25 mm)thick AB/PVC 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)Power or Non Power Limited Fire Alarm Cable with or without a jacket under a metal armor. when max 3 in.(76 mm)diam pipe or tubing is used.The annular space shall be min 1/2 in.(13 mm)to max 12 in.(305 mm).When max L Rating Al 400 F—Less Than 1 CFM(See Item 2) AFC CABLE SYSTEMS INC 0 annular space exceeds 1-1/2 in.(38 mm)the F and FH Ratings are 2 hr. I.Max 114 in.(6 mm)diameter S Videc Cable consisting of 2 max 24 AWG 75 ohm coax or twisted pair cable with PE insulation and PVC jacket. A �. 0 J.Through Penetrating Product --Any Cables,Metal-Clad Cable+or Armored Cable+currently Classified under the Through Penetratingei) See Plastics+(QMFZ2)Category in the Recognized Component Directory for names of manufacturers.Any Recognized Component tube insulation material meeting the above specifications and having a UL 94 Flammability Classification of 94-5VA may be used. 0 0 Products category. 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. A.Packing Material- Min 4 in,(102 mm)thickness of min 4 pcf(64 kg/m3)mineral wool batt insulation firmly packed into opening as a ' K.Max 3/C 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 112 hr except that when cable types 2J or 2K are used,the T,FT and FTH Ratings are 0 hr. i / required thickness of fill material. See Table below for L Ratings. �'`, _- 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 11 1(1.- 1- O - �+ floor or with both surfaces of wall.When max annular space exceeds 1.112 in.(38 mm)the min thickness of fill material is 112 in.(13 mm)._ , HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC—FS-One Sealant or FS-ONE MAX Intumescent SealantJr L° © Max L Rating,CFMIsq Ft L Rating,CFM - �'rI Cable Cable Type ♦� -FillAmbient 400°F Ambient 400°F r�1 "Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), OD respectively. +� Less Less • 0% — 1 2 than 1 than 1 N 100% Any cables(Item 2)in any 7 7 Less Less0 A [::::::;;:r EZEvrsloNS re] combination than 1 than 1en 0 SECTION A-A 16-OCT-2018 BUILDING PERMIT RESUBMITTAL _c 3.Firestop Device"—Firestop device consists of a corrugated steel tube with an inner plastic housing,intumescent material rings,tightly twisted ISSUES U inner fabric smoke seal,flanges and gasket material(not shown).Firestop device to be installed in accordance with the accompanying installation E - 0 instructions.Device slid into floor or wall such that ends project an equal distance from the approximate centerline of the assembly.The annular o • space between the device and the periphery of the opening shall be min 0 in.(point contact).Device provided with flanges)that are spun I PROIECT NUMBER DRAWN BY CHECKED BY I clockwise onto device threads,over gasket material butting lightly to top side of floor or both sides of wall.In floors,when FS-ONE Sealant is used 16761 KT RLC = 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 1-1/4 in.(32 mm)long steel masonry screws or anchors.As an alternate to gasket material,sealant(item 4)may be used. ee 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 N4.Fill,Void or Cavity Material'--As an alternate 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 uo 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 +--I NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN i 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 4-i 1.Floor or Wall AssemblyMin 2-1/2 in, 64 mm)thick reinforced lightweight or normal weight(100-150 f or 1600-2400 kg/m3)concrete.Wall CONSENT Of THE ARCHITECT. — ( ) of fill material is applied at the device/floor or device/wall 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 in.(76 mm)diam for 2"device and max 5 in. flanges.oe m zoic HILL ARCHITECTS (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. i j 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), 1 A.Floor Assembly—(Not Shown)—As an alternate to Item 1,fire-rated unprotected concrete and steel floor assembly may be used.Floor respectively. < assembly to be constructed of the materials and in the manner described in the individual 0900 Series Floor-Ceiling Design in the UL Fire FIRE 1\_!lTLD PENETRATION Q Resistance Directory and shall include the following construction features: N A.Concrete—Min 2-1/2 in.(64 mm)thick reinforced lightweight or normal weight(100-150 pcf or 1600-2400 kg/m3)concrete. 0 B.Steel Floor and Form Units—Composite or noncomposite max 3 in.(76 mm)deep fluted galv units as specified in the individual D F TAI L S 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. cm a Reproduced by HILTI,Inc.Courtesy of Reproduced by HILTI,Inc.Courtesy of 1:::::11255E1 Reproduced by HILTI,Inc.Courtesy of IIINIIILATI Reproduced by HILTI,Inc.Courtesy of ee Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. o re Hilts FirestopSystems May 26,2016 Hilti FirestopSystems May 26,2016 Hilti FirestopSystems January 14,2015 Hilti FirestopSystems January 14,2015 Y I Page: 1 of 2 Y I Page: 2 of 2 Y I Page: 1 of 2 Y I Page: 2 of 2 o A832 4_, , „ . . ............. 10 • 9 • 8 • 7 1 6 • 5 • 4 • 3 • 2 • 1 10 • 9 • 8 • 7 ■ 6 • 5 • 4 • 3 • 2 • 1 ssiP, Q, ss 1F, cv sfF, NOTES; °� System No. C-AJ-5091 System No. C-AJ-5091 �� , System No, C-AJ-6042 System No. C-AJ-7051 a p-i c u5 c @ us C us ANSI/UL1479(ASTM1. Penetration Details shown are typical details. Refer to the listed system detail for complete system requirements. Q Q ANSI1UL1479(ASTM E814) CANIULC S115 Q E814J CAN/ULC S115 Q Classified by ANSI/UL1479(ASTM E814) CAN/ULC 5115 0 U Classified by V Classifiiedby U If field conditions do not match requirements of details, approved alternate details shall be utilized. Verify design UrsderwmersLaboratories,Inc. ^" underwriters Laboratories,Inc. F 2Hr F Rating2Hr Underwriters Laboratories Inc- F Rating-3 Hr F Rating-3 Hr - InuL147sandcAwuLc-Sits FRating 2 Hr FRating-2Hr to UL 1479 andCANIULGS115 Rating to UL 1479 andCANJULC-S115 requirements,field conditions and dimensions for compliance with details, including but not limited to the following: T Rating0 Hr FT Rating0 Hr I T Rating-1 Hr FT Rating-1 Hr Rating (F-Rating) H I L L 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 _ Fire F-Rati n L Rating At Ambient-4 CFMIsq ft FH Rating-2Hr 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) A.Steel Pipe-Nom 12 in.(305 mm)diam(or smaller)Schedule 10(or heavier)steel pipe. I FTH Rating0 Hr FTH Rating-1 HR Leakage Rating (L Rating) L Rating At 400 F-Less Than 1 CFM/sq ft FTH Ratings--0 and 1 Hr(See Items 2 and 4) B.trop Pipe-Nom 12 in.(305 mm)diam(or smaller)cast or ductile iron pipe. - Water Rating (W Rating) 1 A R.C H E T E C T S = C.Copper Pipe-Nom 6 in.(152 mm)diam(or smaller)Regular(or heavier)copper pipe. L Rating At Ambient CFM/sq ft Annular Space D.Copper Tubing-Nom 6 in.(152 mm)diam(or smaller)Type L(or heavier)copper tubing. rwe A L Rating At 400 F-Less Than 1 CFMIsq ft 4.Pipe Covering-Min 112 in.(13 mm)to max 2 in.(51 mm)thick hollow cylindrical heavy density(min 3.5 pcf or 56 kg/m')glass fiber unitse) A 1 Percent Fill 1 7 5 0 BLANKENSHIP ROAD jacketed on the outside with an all-service jacket.Longitudinal joints sealed with metal fasteners or factory-applied,self-sealing lap tape, �/ 0 Movement S U ! T E 400 �A Transverse joints secured with metal fasteners or with butt tape supplied with the product.The annular space between the insulated pipe and the / ___ f� Type and thickness of fire rated edge of the periphery of the opening shall be min 1/2 in.(13 mm)to max 12 in.(305 mm).When thickness of pipe covering is less than 2 in,(51 4 ° / el T� 0 0 construction. WEST L I N N . OREGON 9 7 0 6 8 mm),the T Rating for the firestop system is 0 hr. ° 0 Minimum &maximum width of Joints. TEL 503 . 305 . 8033 FAX 503 . 305 . 8034 �. See Pipe Equipment Covering Materials---(BRGU)category in the Building Materials Directory for names of manufacturers.Any pipe 4 a M �� - covering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a / / /I ' I - . "1111i11141IN 0Smoke Developed Index of 50 or less may be used. / //j / // 3, If alternate details matching the field conditions are not available, manufacturer's engineering judgment drawings •1 © 4A.Pipe Covering--(Not Shown)-As an alternate io Item 4,max 2 in.(51 mm)thick cylindrical calcium silicate(min 14 pcf or 224 kglm')units %M / /// ill I, l. are acce table subject t0 a roval b the Authorit Havin Jurisdiction AHJ . Contact Hilts Inc. for alternative sized to the outside diam of the pipe or lube may be used.Pipe insulation secured with stainless steel bands or min 18 AWG stainless steel wirev / systems Dr Engineering Judgment (800 879 8000). Drawings shall follow the International Firestop Council ([FC) l spaced max 12 in.(305 mm)OC.The annular space shall be mm 1/2 in.(13 mm)to max 12 in.(305 mm). / / I /I1111 - Guidelines for Evaluating Firestop Systems Engineering Judgments, 5.Firestop System--The firestop system shall consist of the following: G A.Packing Material-Min 4 in.(102 mm)thickness of min 4 pcf(64 kg/m')mineral wool batt insulation firmly packed into opening as a a a 4 �' 1 -iiiiiiid I _ , a 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: 01,,l) Irequired thickness of fill materal. ' �+ --1Y- yyy © 2017 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 Flre Resistance Directory•. 0 / I floor or with both surfaces of wall. A SECTION A-A A SECTION A-A HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC-F5 One Sealant or FS-ONE MAX Intumescent Sealant Volumes 1 &2. ��t t.4 ' *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 Wall Assembly-Min 4-1/2 in.(114 mm)thick reinforced lightweight or normal weight(100-150 pcf or 1600-2400 kg/m3)concrete floor Building code, 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.(114 mm)thick reinforced lightweight or normal weight(100-150 pcf or 1600-2400 kg/m3)concrete floor c o A 0 in.{762 mm), or min 5-1/2 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 Lo 0 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 t0 that Of construction being penetrated, 2.Busway-One nom 23 in.(584 mm)wide(or smaller)by 4.112 in.(114 mm)deep,or max two Horn 11-114 in.(286 mm)wide(or See Concrete Blocks(CAZT)category in the Fire Resistance Directory for names of manufacturers. smaller)by 4-1/2 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)galv 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 1e 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 1/2 in.(13 mm).The annular space between busways and periphery of opening shall be min 1/4 in.(6 mm)to max 5-3/4 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 3-1/2 in.(89 mm)thickness of min 4 pcf(64 kg/m3)mineral woo!batt insulation firmly packed into opening as a Through Penetration Firestop 1.Floor or Wall Assembly-Min 4-112 in.(114 mm)thick reinforced lightweight or normal weight(100-150 pcf or 1600.2400 kg/m')concrete.Wall 3.Firestop System-The firestop system shall consist of the following: permanent farm between the bare steel duct and the periphery of the opening.Packing material to be recessed from top surface of floor or 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 block 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 sleeve 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 ■ 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.Fill,Void or Cavity Material*-(Not Shown)-Fill material to be applied to maximum extent possible within the opening between and around Sealant Contractor's Name 2A.Sheet Metal Sleeve-(Optional)-Max 6 in.(152 mm)diam,min 26 ga galv steel provided with a 26 ga galy steel square flange spot welded to 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 all four sides of the steel duct on 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 floor. 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 galv steel provided with a 24 ga galv steel square flange spot 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 for jurisdictions employing the UL or cUL Certification(such as Canada), 1 r diam.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 floor. respectively. respectively. 'MI'IMMTM, Reproduced by HILTI, Inc.Courtesy of MI,��, Reproduced by HILTI,Inc.Courtesy of �,��, Reproduced by HILTI,Inc.Courtesy of �,��, Reproduced by HILTI,Inc.Courtesy of Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. At 1 �� ry Hilti FirestopSystems January 13,2015 of Hilti Firestop Systems January 13,2015 Hilti Firestop Systems April 26,2017 Hilti FirestopSystems January 14,2015 LL J. Y Page: 1 2 Page: 2 of 2 Y '� I i`/!G'' II . or':e ssrF v sslF $srF a) rn ( ' OF O%k' �� System No. C-AJ-7084 0 �� System No. C-AJ-7145 �� System No. C-AJ-8099 System No. C-AJ-8099 C US ANSI/UL1479(ASTM E814) CAN/ULC S115 el C US ANSI/UL1479(ASTM E814) CAN/ULC S115 a C US Q a Ciassired by rJ Classified by U Classified by ANSI/UL1479(ASTM E814) CAN/ULC S115 I 0 ce underwriters Laboratones.inc F Rating-2 Hr F Rating-2 Hr Underwriters Laboralones.Inc. F Rating-2 Hr F Rating-2 Hr Underwriters laboratones Inc. • Io UL 1479 and CAN/LIC-S115 In UL 1479 and CAN/ULC-S115 v UL 1479 and CA 4IULC-s115 F Rating-3 Hr F Rating-3 Hr I 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 Rating-0 Hr FT Rating-0 Hr T Rating-1-314 Hr FT Rating-1-314 Hr T Ratings-0 and 3/4 Hr(See Item 2) FT Ratings-0 and 3/4 Hr(See Item 2) of floor or wait assembly. FH Rating-2 Hr FH Rating-2 Hr OMEGA FLEX INC FH Rating-2 Hr 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 FTH Rating-0 Hr FTH Rating-1-314 Hr FTH Ratings-0 and 3/4 Hr(See Item 2) of floor or wall assembly. 0 A GASTITE,DIV OF TITEFLEX • 0 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 jah 0 ` 0 A of floor or wall assembly. L� 0 , r WARD MFG L L C t- ri�+ 0.) 0 The hourly T Rating is 3/4 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 7 4B insulation or a cable bundle is used.T he T Rating is 0 hr when metallic penetrants without pipe insulation are used. ,G� 3.Pipe Insulation-(Optional)-The following types of pipe insulation may be used with metallic penetrants(Items 2A,2B,2C,2D and 2F): �,LJ i.0 0 ///// a 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 0 ' i the outside with an all service jacket.Longitudinal joints sealed with metal fasteners or factoryapplied self-sealing lap tape.Transverse joints 111 . : ill 1� secured with metal fasteners or with butt tape supplied with the product. 04 to.„041010 „: ' / See Pi e and E ui merit Coverin Materials BRGU tate o in the Buildin Materials Directo for names of manufacturers.An i elz0 ___ .1 P q P 9 ( ) 9 ry 9 ry YPP✓ / covering material meeting the above specifications and bearing the UL Classifica tion Marking with a Flame Spread Index of 25 or less and a U ) 0 • 0 © Smoke Developed Index of 50 or less may be used. 4B 0IOW B.Tube Insulation-Plastics+++-Nom 3/4 in.(19 mm)thick(or thinner)acrylonitrile butadiene/polyvinyl chloride(AB/PVC)flexible foam < Z A furnished in the form of tubing. ' SECTION A-A See Plastics+++(QMFZ2)category in the Plastics Recognized Component Directory for names of manufacturers.Any Recognized Component oe A SECTION A-A tube insulation material meeting the above specifications and having a UL 94 Flammability Classification of 94-5VA may be used. -i-�- ce < O 1.Floor or Wall Assembly-Min 4-112 in.(114 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 bath sides of floor or wall • i24may also be constructed of any UI-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 a E I 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: D ,D 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 kcmil single copper connector power cable with thermoplastic insulation and polyvinyl chloride(PVC)jacket. w ZZ r.0 ,,, 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 Q ¢ 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 2-1/2 in.(64 mm).Steel duct to be C.Max 7/C copper conductor No.12 AWG multiconductor power and control cables with PVC or cross-linked polyethylene(XLPE)insulation rigidly supported on both sides of floor or wall assembly. and PVC jacket. o * 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 floor Z Z 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.Wall 3.Batts and Blankets -Nom 2 in.(51 mm)thick light density(min 3/4 pcf or 12 kg/m3)glass fiber blanket insulation jacketed on the outside with a D.Multiple fiber optical communication cables jacketed with PVC and having a max outside diam of 1/2 in. c.r or min 5 in.(127 mm)reinforced lightweight or normal weight concrete wall.Wall may also be constructed of any UL Classified Concrete Blocks'. +- N. 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 andE.Max 3IC copper conductor No. 12 AWG with bare aluminum ground,PVC insulated steel Metal-Clad cable. Floor may also be constructed of any min 6 in.(152 mm)thick UL Classified hollow core Precast Concrete Units*.Max area of square,rectangular „� See Concrete Blocks(CAZT)category in the Fire Resistance Directory for names of manufacturers. periphery of opening to be point contact to max 1/2 in.(13 mm)prior to installation of packing material(Item 4A).When max duct dimension is 28 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 5.Firestop System-The firestop system shall consist of the following: L„ 2.Through Penetrant-Galy steel duct to be installed concentrically or eccentrically within the firestop system.The annular space between the in.(711 mm),max annular space between insulated steel duct and periphery of opening is 4 in.(102 mm)prior to installation of packing material g ) A.Packing Material-Min 4 in.(102 mm)thickness of min 4 pcf(64 kg/m3)mineral wool batt insulation firmly packed into opening as a O w square,rectangular or circular opening is 49 sq in.(316 cm2)with max dimension of 7 in.(17.8 cm). duct and periphery of opening shall be 0 in.(point contact)and max 1-1/2 in.(38 mm).Duct to be rigidly supported on both sides of wall assembly. (Item 4A). permanent form.Packing material to be recessed from top surface of floor or both surfaces of wall to accommodate the required thickness of ee See Concrete Blocks[CAZT)and Precast Concrete Units(CFTV)categories in the Fire Resistance Directory for names of manufacturers, • A.Spiral Wound HVAC Duct-Nom 20 in.(508 mm)diam(or smaller)No.24 MSG(or heavier)galv steel spiral wound duct. See Batts and Blankets(BKNV)category in the Building Materials Directory for names of manufacturers.Any batt or blanket meeting the above fill material.When Precast Concrete Unit floors are used,packing material shall be installed at a thickness equal to the thickness of the floor ^' 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)galv 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 1/2 in.(13 mm),flush 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 a 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 G A.Packing Material-Min 3-112 in.(89 mm)thickness of min 4 pcf(64 kg/m3)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 3-1I8 in.(79 mm),The annular space between penetrants and the periphery of ' permanent form.Packing material to be recessed from top 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 kg/m3)mineral wool batt insulation firmly packed into annular space such HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC-FS-ONE Sealant or FS-ONE MAX Intumescent Sealant. opening shall be a min 112 in.(13 mm)to max 5 in.127 mm).Pipes or tubes to be rigidly supported an both sides of floor or wall assembly.The fill material. that glass fiber blanket insulation on steel duct is compressed to a maximum overall thickness of 1/2 in.(13 mm).Packing material to be following types and sizes of metallic pipes or tubes may be used. Z 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 1!2 in.(13 mm)thickness of fill material applied within the annulus,flush with top surface of B.Copper Pipe--Nom 3 in.(76 mm)diam(or smaller)Regular(or heavier)copper pipe. N 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 the UL or cUL Certification(such as Canada): HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC-FS-ONE Sealant,FS-ONE MAX Intumescent Sealant,CP601S Elastomeric HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC-FS-ONE Sealant or FS-ONE MAX Intumescent Sealant D.Steel Pipe-Nom 3 i.((66 mm)) diam(or smaller)or smaller)cast or ductileie 10(or heavier)ip . steel pipe. respectively. D.iron Pipe-Nom 3 in.(76 mm)diam or iron pipe. Firestop Sealant,CP606 Flexible Firestop Sealant,CP 604 Self-Leveling Firestop Sealant,CFS-S SIL GG Sealant or CFS-S SIL SL Sealant. C.Retaining Angles-Min 2 by 2 in.(51 by 51 mm)No. 16 ga(or heavier)galv steel angles.Angles attached to all four sides of steel 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 5a 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 screws F.Flexible Steel Conduit+-Nom 1 in.(25 mm)diameter(or smaller)flexible steel conduit. +Bearing the UL Listing 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: • respectively. respectively. • THIS WIDTH SHOULD BE 3" -01-1 IMII I IAIM, Reproduced by HILTI, Inc.Courtesy of �,��, Reproduced by HILTI,Inc.Courtesy of F■I L. -urn, Reproduced by HILT',Inc.Courtesy of �,��, Reproduced by HILTI,Inc.Courtesy of Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. January 28,2015 January 13,2015 January 15,2015 January 15,2015 Hilti Firestop Systems Hilti Firestop Systems Hilti Firestop Systems I Page: 1 of 2 Hilti Firestop Systems Page: 2 of 2 ci VSS1FSystem No. C-AJ-8143 System No. C-AJ-8143 c07 s a 4 Classified by ANSI/UL1479(ASTM E814) CAN/ULC S115 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._ i urUt.14dersLasommries.Inc. F Rating2 Hr F Rating2 Hr 1.Max 500 kcmil single copper or aluminum conductor power cable with thermoplastic insulation andpolyvinyl chloride(PVC)jacket. to UL 1478 and CAN/ULC-S115 g PPe p 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 7/C copper conductor No.12 AWG multi-conductor power and control cables with PVC or cross-linked polyethylene(XLPE)insulation FH Rating-2 Hr I 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 3IC 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 3/C No.2/0 AWG(or smaller)copper conductor PVC jacketed aluminum clad or steel clad TECK 90 cable. sl 0 0 0(11Cil(11C30 2.Through Penetrating Product'-Any cables,Armored Cable+or Metal Clad Cable+currently Classified under the Through Penetrating • 11111111111 Product category. See Through Penetrating Product(XHLY)categoryin the Fire Resistance Directory for names of manufacturers. A .\-0 '-� A 3.Max 500 kcmil single copper or aluminum conductor power cable with thermoplastic insulation and polyvinyl chloride(PVC)jacket. �� ,`' 4.Max 300 pair No.24 AWG copper conductor telecommunication cables with PVC insulation and jacket material. 5.Max 7/C copper conductor No. 12 AWG multi-conductor power and control cables with PVC or cross-linked polyethylene(XLPE)insulation e • and PVC jacket. 6.Multiple fiber optical communication cables jacketed with PVC and having a max outside diam of 1/2 in. 0 `= '• 0 7.Max 3/C No.12 AWG steel clad cable with copper conductors and PVC insulation material. 8.Max 4C/750 kcmil(or smaller)aluminum or copper conductor metal clad cable with aluminum or steel armor,with or without PVC jacket. 0 Q 0 co D.Cable Tray*-(Not Shown)-Max 24 in.(610 mm)wide by 6 in.(152 mm)deep open-ladder steel or aluminum cable tray.Aggregate 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 28 may be used.Cable tray to be rigidly supported on both sides of floor or °O •11 is Iii wall assembly. lt�E !, 3.Pipe Insulation-(Optional)-Pipes and tubes of the sizes noted below may be provided with one of the following types of pipe insulations,: ,, A.Pipe Covering*-Nom 1-1/2 in.(38 mm)thick(or thinner)hollow cylindrical heavy density glass fiber units jacketed on the outside with an all SECTION A-A(ID service jacket for pipes with a nom diam of 8 in.(203 mm)(or smaller)or tubes with a nom diam of 4 in.(102 mm)(or smaller),Longitudinal ka joints sealed with metal fasteners or factory-applied self-sealing lap tape.Transverse joints secured with metal fasteners or with butt tape REVISIONS ors1.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 supplied with the product. no 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 -o16-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.(1219 mm). material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke L See Concrete Blocks(CAZT)category in the Fire Resistance Directory for names of manufacturers Developed Index of 50 or less may be used. eisiir.. 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 IIIIMIM 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 °• • 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. ■ PROTECT NUMBER DRAWN Bl CHECKED BY i all other penetrants shall be min 3 in.(76 mm).The annular space between individual cables and cable bundles shall be a min 1/2 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 Lin 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 MNIIIIIIIIIMIIIIIIIIII 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-Plastics+-Nom 1 in.(25 mm)thick(or thinner)acrylonitrile butadiene/polyvinyl chloride(AB/PVC)flexible foam furnished in ero 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 re steel and iron pipes and conduits shall 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 i conduits shall be min 0 in.(point contact).The annular space between insulated penetrants or the cable trayand the:periphery of opening shall be min insulation material meetingthe above specifications and havinga UL 94 FlammabilityClassification of 94-5VA maybe used. NOT 6E DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN �+ ) p Pe P ry P g I CONSENT 01 THE ARCHITECT. ., 1/2 in.(13 mm).The annular space between all other penetrants and the periphery of opening shall be min 0 in.(point contact).A max annular space 4.Firestop System-The firestop system shall consist of the following: zota HILL ARCHITECTS a-' 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 kg/m3)mineral wool batt insulation tightly packed into the opening as a ce 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 INI U A.Metallic Pipes-The following types of metallic pipes,tubes or conduits may be used: fill material. ez 1.Copper Tubing-Nom 6 in.(152 mm)diam(or smaller)Type I(or heavier)copper tube. B.Fill,Void or Cavity Material-Sealant'-Min 1/2 in.(13 mm)thickness of fill material applied within the annulus flush with the top surface of the Z 2.Copper Pipe-Nom 6 in.(152 mm)diam(or smaller)Regular(or heavier)copper pipe. floor or both surfaces of the wall. I FIRE RA T F D PENETRATION 4 3.Steel Pipe-Nom 24 in.(610 mm)diam(or smaller)Schedule 40(or heavier)steel pipe. HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC-FS-ONE Sealant or FS-ONE MAX Intumescent Sealant. LJr m 4.Iron Pipe-Nom 24 in.(610 mm)diam(or smaller)cast or ductile iron pipe. a ID L T A I 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 for jurisdictions employing the UL or cUL Certification(such as Canada), o respectively. o • NI`TI co Reproduced by HILTI,Inc.Courtesy of 111::::1217:1Reproduced by HILTI,Inc.Courtesy of o Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. " Hilti FirestopSystems January 15,2015 Hilti FirestopSystems January 15,2015 co Y Page: 1 of 2 Y Page: 2 of 2 ,,, .0 o ,,,, A833 10 • 9 • 8 • 7 • 6 • 5 • 4 • 3 • 2 • 1 10 • 9 • 8 • 7 • 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 iimmiiimiimisi •gS1F SSfF 9S IF o, NOTES: �� '�o System No. W-L-1054 g System No. W-L-1054 g ci 'V System No. W-L-1389 M �� '� System No. W-L-2078 4 pill' c us c us –� F Ratings-1 and 2 Hr(See Item 1) 1. Penetration Details shown are typical details. Refer to the listed system detail for complete system requirements. Classified by ANSIIUL1479(ASTM E814) CAN/ULC S115 ANSIiUL1479(ASTM E814) CAN/ULC S115 cla55a�cby 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 Underwr;lers Laboralones,Inc. Underwriters Laboratories,Inc F Ratings-1 and 2 Hr(See Item land 3) F Ratings-1 and 2 Hr(See Items 1 and 3) Underwriters Laboratories.Inc 1a UL 1479 and CANIULCs115 F Ratings-1 and 2 Hr(See items 1 and 3) F Ratings-I and 2 Hr(See Items 1 and 3) to UL 1479 and CANIULC•S115 I g g Io 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-D Hr 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) JJIL 1.. annular space shall be min 0 in.to max 2-1/4 in.(57 mm).Pipe may be installed with continuous point contact.Pipe,conduit or tubing to be rigidly FH Ratings-1 and 2 Hr(See Items 1 and 3) Temperature Rating (T-Rating) L Rating 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 types and sizes of metallic pipes,conduits or tubing may be used: Leakage Rating (L Rating) L Rating at 400 F-Less Than 1 CFM/sq ft FTH Rating-0 Hr A.Steel Pipe-Nom 30 in.(762 mm)diam(or smaller)Schedule 10(or heavier)steel pipe. FTH Rating-0 Hr Water Rating (W Rating) ARCH ] T E C T S z 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 CFMIsq ft C.Conduit-Nom 4 in.(102 mm)diam(or smaller)steel electrical metallic tubing or 6 in.(152 mm).diam steel conduit. (IDD.Copper Tubing-Nom 6 in.(152 mm)diam(or smaller)Type L(or heavier)copper tubing. A II ' Percent Fill 1 7 5 0 BLANKENSHIP ROAD L Rating at 400 F-Less Than 1 CFM/sq ft E.Copper Pipe-Nom 6 in.(152 mm)diam(or smaller)regular(or heavier)copper pipe. A © i Movement SUITE 4 0 0 3.Fill,Void or Cavity Material'-Sealant-- Min 5/8 in.(16 mm)thickness of fill material applied within the annulus,flush with both surfaces of f 0 Q =, Type and thickness of fire rated wall.Ai the point or continuous contact locations between pipe and wall,a min 112 in.(13 mm)diam bead off 11 material shall be applied at theI I I © © r�OW Ill "� WEST L 1 N N . OREGON 9 7 0 6 8 / ,�i �.� construction. pipe wall interface on both surfaces of wall. I x, Minimum &maximum width of Joints, TEL 503 . 305 . 8033 FAX 503 . 305 . 8034 0 4,, 0 o' HILTI CONSTRUCTION CHEMICALS,DIV 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 CUL Certification(such as Canada), 1/1-(j .� .,/ s� .m/ .J �./ `� Q,lei 1� 3. If alternate details matching the field conditions are not available, manufacturer's engineering judgment drawings respectively. 1 I I I 0 are acceptable subject to approval by the Authority Having Jurisdiction (AHI). Contact Hilti Inc. for alternative - y , ' I systems or Engineering Judgment (800-879-8000). Drawings shall follow the International Firestop Council (IFC) ■ ) I © ,_� ; �"" Guidelines for Evaluating Firestop Systems Engineering Judgments. ■ II 11,1111 SECTION A-A L"J4. References: / 0 0II II © 2017 Underwriter's Laboratories Fire Resistance Directory, 0 (r) Volumes l SECTION A-A NFPA 101 Life Safety Code A1.Wall Assembly-The fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner speered 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: c_o 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 described in A.Studs-Wall framing may consist of either wood 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 c.9 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 min 2-1/2 in.(64 mm)wide and spaced max 24 in.(610 mm)OC. System installation to meet ( ) construction features: B.Gypsum Board'-Nom 5/8 in.(16 mm)thick gypsum board,as specified in the individual Wall and Partition Design.Max diam of opening rating equal or greater to that of construction being penetrated. A.Studs-Wall framing shall consist of min 3-5/8 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 3-1/2 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 wallboard/stud wall assembly shall be constructed of the materials and in the manner specked The hourly F,FH Ratings of the firestop system are equal to the hourly fire 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 U300 or U400 Series Wall 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 firestop system.The annular space between the pipes assembly,The following types and sizes of nonmetallic pipes may be used: Warning. Do Not Disturb 9 P p pe 9 Y Y P Y P P P Y 9 YP P Pe YPenetration h features: and conduits and the edges of the opening shall be min 0 in.(0 mm,point contact)to max 1-3/8 in.(35 mm).The separation between pipes and A.Polyvinyl Chloride(PVC)Pipe-Nom 10 in.(254 mm)diam(or smaller)Schedule 40 solid-core or cellular core PVC pipe for use in Through Firestop A.Studs-Wall framing may consist of either wood studs or steel channel 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 1-1/4 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 2.1/2 in.(64 mm)wide and spaced max 24 in.(610 mm)OC.When assembly.The following types and saes of metallic pipes or conduits maybe used: B.Chlorinated Polyvinyl Chloride(CPVC)Pipe-Nom 10 in.(254 mm)diam(or smaller)SDR13.5 CPVC pipe for use in closed(process or UL System # * Products) used steel studs are used and the dram 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 steel 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 ■ ■ Installation Date (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 3.Fill Void or Cavity Materials'-Sealant-Min 5/B 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 peneirantlwail D.Flame Retardant Polypropylene(PRPP)Pipe-Nom 6 in.(152 mm)diam(or smaller)Schedule 40 PRPP pipe for use in closed(processor Contractor's Name B.Gypsum Board'-5/8 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 type and sheet orientation shall be as specified in the individual 0300 or U400 Series Design in the UL Fire Resistance HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC-Hilts CP 606 Flexible Firestop Sealant or FS-ONE Sealant, FS-ONE MAX E.Polyvinylidene Fluoride(PVDF)Pipe-Nam 4 in.(102 mm)diam(or smaller)PVDF pipe for use in closed(processor supply)or 7. For outlet boxes requiring protection, use only Wall Opening Protective Materials, category CLIV as classified by Directory.Max diem of opening is 32-1/4 in.(819 mm)for steel stud watts.Max diam of opening is 14-112 in.(368 mm)for wood stud wails. 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 % F 1 / r respectively. used,T Rating is 0 hr. �� 1 .A�/i��j, 7 A Reproduced byHILTI,Inc.Courtesyof Reproduced byHILTI,Inc.Courtesyof Reproduced byHILTI,Inc.Courtesyof Reproduced byHILTI, Inc.Courtesyof I 10411LATI P TTI p I`'TI P TTI P �� . H Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. / / October 14,2015 Hilti FirestopSystems October 14,2015 Hilti FirestopSystems January 22,2015 Hilti FirestopSystems January 28,2015 pie i Hilti Firestop Systems I Page: 1 of 2 Y I Page:2 of 2 Y Y I Page: 1 of 2 / It gro'14 ') ' OF 40 System No. W-L-2078 ��ss iF'� System No. W-L-2128 co U�pss,F'� System No. W-L-3334 System No. W-L-3334 F Rating— 1 and 2 Hr(See Item 1) § C us ANSIlUL1479(ASTM E814) CAN/ULC S115 J J Classified by T Rating-0 Hr - Classified by — underwriters Laboratories,Inc. Underwriters Laboratories.Inc F Ratings-1,2,3 and 4 Hr(See Item 1) F Ratings-1,2,3 and 4 Hr(See Item 1) — G.Max 20/C No.22 AWG shielded printer cable with PVC jacket. III. 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-S115 ■ installed and latched around the pipe and secured to both sides of the wall using the anchor hooks provided with the collar.(Minimum two anchor T Ratings-0,112,1,1-112,2 Hr(See Items 2 and 3) FT Ratings•0,112,1-112,and 2 Hr(See Items 2 and 3) H.Through-Penetrating Product'-Two copper conductors No. 18 AWG(or smaller)Power Cr 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) AFC CABLE SYSTEMS INC (157 mm)diem pipes,ten anchor hooks for 8 in (703 mm)diam pipes and twelve anchor hooks for 10 in (254 mm)diem pipes The anchor hooks are to be secured to the surface of wall with 3/16 in.(4.6 mm)diam by 2-1/2 in.(64 mm)long steel toggle bolts along with washers.As an N0 L Ratings At 400 F-See Item 2 F I H Ratings-U.112,1,1-1/2,and 2Hr(See Items 2 I.Max. t14 in.(6 mm)diameter S Videcl Cable cunsisliny of 2 max 24 AWG 75 ohm wax or twisted pair gable with PE insulation and PVC and 3) jacket. alternate for pipe sizes of nom 4 in.diam or less,min No.10 by 1-1/2 in.(254 by 38 mm)long drywall or laminate screws with min 3/4 in.(19 mm) J.Max 3/C 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. A 0 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 HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC-CP 643 50!1.5"N,CP 643 63/2"N,CP 643 90/3"N,CP 643110!4"N,CP 643 Product category.See Through Penetrating Product(XHLY)category in the Fire Resistance Directoryfor names of manufacturers. �-+ 160!6"N,CP 644 20018"andCP 644 250/10"Firestop Collars 1 Ratings At 400 F-See Item 2 e9 r1 9 9 9 ry 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 AIN , T,FT and FTH Ratings are 1 hr except that,when Item 2J or 2K is used,the T,FT and FTH Ratings are 112 hr.When the hourly rating of the nom 8 in.and 10 in.(203 and 254 mm)diem pipes,flush with each side of wall.Sealant in annular space is optional for max 6 in.(152 mm)diam A el wall assembly is 3 or 4 hr,the T,FT and FTN Ratings are 1-1/2 and 2 hr,respectively. Zpipes.A min 1/4 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 L Ratings apply only when device flanges are used.L Ratings vary depending on whether the gasketing material(see Item 3)or the sealant Lu in.(152 mm)diam pipes. SC O (Item 4)is used.See Table below for L Ratings. LLI HILTI CONSTRUCTION CHEMICALS,DIV 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 cUL Certification(such as Canada), Max respectively. +''- --- I ' ..r �� Cable Cable L Rating,CFMIsq Ft L Rating,CFM O `��A 0 0 0:::iii Fill y� 12 WU - ••°� Ambient 400°F Ambient 400°F J V r ��r�� - 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 < c © U ce �� 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 0 Anycables(Item 2)in 100% any 9.2 9.2 9.6 11.8 1.2 1.2 1.3 1.6 ■ � � combination w Z z 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 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 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 gasketing material(not shown).Firestop device to be installed in accordance with the accompanying installation Ci ❑ 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.Asan option,the inner fabric seal may remain open except that,to attain the L Rating,the inner fabric seal shall be twisted to ZN 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 r` (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 between the device and the periphery of the opening shall be min 0 in.(point contact).Device provided with w O B.Gypsum Board"-5/8 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 L.,-. y type pe g opening ( y ) p ( } ( } p { ) material,sealant(Item 4}may be used.Device Flanges are optional,except that when'/.in,(19 mm)gypsum board(see Item 1B}is used,device �' "- layers,fastener a and sheet orientation shall be as specified in the individual Wall and Partition Design.Max diam of o enin is 3-112 in. 51 b 102 mm lumbers aced max 16 in. 406 mm OC.Steel studs to be min 2-112 in. 64 mm wide and aced max 24 in. 610 mm OC rai (89 mm). for 1 and 2 hr wall assemblies.Steel Studs to be 3-5/8 in.(92 mm)for 3 and 4 hr wall assemblies.Steel studs to be min 3-1/2 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 3-1/2 in.(89 mm)(or smaller)cylindrical sleeve fabricated from min 0.016 in.thick(28 gauge)galv sheet steel wide when 3/4 in.(19 mm)thick gypsum board is used{see Item 18). Ratings for the firestop system are 0 hr. and havinga min 1-1/4 in.(32 mm)lapsalon longitudinal seam.Length of sleeve to be installed flush with wall surfaces. B.Gypsum Board"-Nom 518 in.(16 mm)thickgypsum board as specified in the individual Wail 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 a 9 9 9 YP 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 1/2 in.(13 mm)thickness of fill material applied from perpendicular.Pipe to be rigidly supported on both sides of wall assembly.The space between pipe and periphery of opening shall be min in the individual Wall and Partition Design maybe 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 1/4 in,(6 mm)to max 11/16 in.(17.5 mm).The following types and sizes of nonmetallic pipes may be used: 4-1/2 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 closed(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). 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-Nom 2 in.(51 mm)diem(or smaller)SDR13.5 CPVC pipe for use in closed(processor 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 5/B in.(16 mm)thickness of fill material applied within the annulus.flush with B Max 7/C 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 1-1/4 in.(32 mm)thickness of fill material applied within annulus,flush with both surfaces of wall. C.Max 4/0 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 6/U 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 1/2 in.(13 mm). ■ 1-411- THIS WIDTH SHOULD BE 3" -►•I M,LETI Reproduced by HILTI,Inc.Courtesy ofIMOI��, Reproduced tbyo HILTI,Inc.Courtesy of I i�I Reproduced by HILTI,Inc.Courtesy of I��I Reproduced by HILTI,Inc.Courtesy of Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters laboratories,Inc. January 28,2015 January 26,2015 November 20,2015 November 20,2015 Hilti Firestop Systems I Page:2 oft Hilti Firestop Systems Hilti Firestop Systems I Page: 1 oft Hilti Firestop Systems I Page: 2 of 2 SSIF� System No. W-L-3414 System No. W-L-3414 �sSl c M �, System No. W-L-5028 System No. W-L-5028 V M l�Lj in it, C US ANSIlUL1479(ASTM E814) CAN/ULC 5115 J 1,Wall AssemblyThe 1 or 2 hr fire ratedgypsum board/stud wall assemblyshall be constructed of the materials and in the manner specified J C US J J Classified by - P ANSI/UL1479(ASTM E814) CAN/ULC S115 § § in the individual U300,U400,V400 or W400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the Classified by Underwriters Laboratories.Inc F Ratings-1 and 2 Hr(See Item 1) F Ratings-1 and 2 Hr(See item 1) g ry underwriters Laboratories,Inc. F Ratings-1 and 2 Hr(See Item 1) F Ratings-1 and 2 Hr(See Item 1) to UL 1479 and CAN/ULC-S115 - - + r Item 2 following construction features: to UL 1479 and CAwuLCs115 3.Tube Insulation-Plastics+-Min 112 in.(13 mm)to max 1 in,(25 mm)thick acrylonitrile butadiene/polyvinyl chloride(AB/PVC)flexible foam T Ratings 0, h, 1 and 2 Hr(See Item 2) FT Ratings 0,'A,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,%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 Ratingat Ambient-Less than 1 CFM/Opening nin FH Ratings-1 and 2 Hr(See Item 1) (102 mm)lumber spaced 16 in.(406 mm)OC.Steel studs to be min 3-1/2 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 3/4 hr when the 3/4 in.(19 mm)thick tube insulation is used. 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 CFM/sq ft FH Ratings-1 and 2 Hr(See Item 1) When tube insulation thickness is less than 314 in.(19 mm),the T,FT and FTH Ratings are 0 Hr. L Rating at 400 F-Less than 1 CFM/Opening FTH Ratings-0,%:,1 and 2 Hr(See Item 2) type,thickness,number of layers,fastener type and sheet orientation shall be as specified in the individual Wall and Partition Design. IL Rating At 400 F-Less Than 1 CFM/sq ft FTH Ratings-0,3I4 and 1 Hr(See Item 3) See Plastics+(QMF22)category 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 hourlyF and FH Ratings the firestopsystem areequal to the hourlyfire ratingof the wall assemblyin which it is installed. L Rating At Ambient-Less Than 1 CFM/sq ft 9 Y 4.Fill,Void or Cavity Material"-Sealant--Min 516 in.(18 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 CFM/sq ft wall.At the point contact location between pipe covering and gypsum board,a min 112 in.(13 mm)diam bead of fill material shall be applied at 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 pipe covering/gypsum board interface on both surfaces of wall. 1 A 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 ______A____ HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC-FS-ONE Sealant or FS-ONE MAX Intumescent Sealant used: "Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), \T A.Max 3/C No.8 AWG NM copper conductor cable(Romex)with PVC insulation and jacket. respectively. IP-A B.Max 710-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. O 0 0 0 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 RG/U coaxial cable with fluorinated ethylene or PVC insulation and jacketing having a max outside diameter of'A in.(13 mm). / F.Max 24 fiber optic cable with polyvinyl chloride(PVC)or polyethylene(PE)jacket and insulation. '-` �..fj G.Through Penetrating Product"-Max two copper conductor No. 18 AWG(or smaller)Power or Non-Power Limited Fire Alarm Cable with c1 , i : ""' """"' ""`°`" or without a jacket under a metal armor. © AFC CABLE SYSTEMS INC H.Maximum 3/C No.10 AWG copper conductor metal-clad cable. I3 no © 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. lA y� Hourly Wall Hourly T,FT and FTH > N Cable T Rating Rating V 6None(Blank Opening) 1 and 2 1 and 2 © ttrViSIONS M SECTION A-A i A 1 and 2 1 and 2 0 A 0 16-OCT-2018 BUILDING PERMIT RESUBMITTAL 1 0 Ade R7 B --- E_ UE+ LLi 1 2 1/2 C_ 1 0 ■ PROJECT NUMBER DRAWN BY CHECKED BY 1_ ■ C 2 112 SECTION A-A 16761 KT RLC 1 I D 1 and 2 1 and 2 MMIIIIIIIIIIMI U 1 E 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 "-' `) F 1 and 2 1 and 2 the individual U300,U400,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 n construction features: THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY 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 CONSENT OF THE ARCHITECT. (51 by 102 mm)lumber spaced 16 in.(406 mm)OC.Steel studs to be min 2-1/2 in.(64 mm)wide and spaced max 24 in.(610 mm)OC. H 1 and 2 1 and 2 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 O 2018 HILL ARCHITECTS a) ce 3.Fill,Void or Cavity Material'-Nom 60 mm diam by 3 mm thick putty disc with one seam at radius.Paper-backer of disc to be removed and disc layers,fastener type and sheet orientation shall be as specified in the individual Wall and Partition Design.Max diam of opening is 7-1/2 in. U firm) pressed around the cable/cable bundle lapping nom 5 mm onto cables to completely cover opening and firm) pressed to la onto the wail (191 mm). Y PP 9 p Y 9 Y P p The hourly F and FH Ratings of the firestop system are equal to the hourly fire rating of the wall assembly in which if is installed. ¢ around periphery of opening.Disc seam to be firmly pressed and sealed tight,Disc to be installed at both surfaces of wall. FIRE RATED P N E T Imo!1 T I N g HILTI CONSTRUCTION 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 on both sides of wall assembly.The following types and sizes of metallic pipes or tubing may be used: Ll) "Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), co) A.Steel Pipe-Nom 4 in.(102 mm)diam(or smaller)Schedule 40(or heavier)steel pipe. DETAILS B.Copper Tubing-Nom 2 in.(51 mm)diam(or smaller)Type L(or heavier)copper tubing. respectively. C. Lia Copper Pipe-Nom 2 in.(51 mm)diam(or smaller)Regular(or heavier)copper i Pe. 0 O coco IMOTIReproduced by HILTI,Inc.Courtesy of MI lair" Reproduced by HILTI,Inc.Courtesy of imaI��I Reproduced by HILTI,Inc.Courtesy of MI�..TI Reproduced by HILTI,Inc.Courtesy of Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. October 14,2015 October 14,2015 2 of 2Firestop Y January 27,2015 1 of 2Firestop Y January 27,2015 Hilti Firestop Systems Page: 1 of 2 Hilti Firestop Systems IPage: Hilti Systems 'Page: Hilti Systems Page: 2 of 2 co Q A 8 3 4 10 ■ 9 ■ 8 ■ 7 1 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 10 • 9 • 8 • 7 • 6 • 5 • 4 • 3 • 2 • 1 551 , rn rn SS1F, ,r, in NOTES; u• System No. W-L-5029 J J System No. W-L-5029 �� System No. W-J-3215 M System No. W-J-3215 M 1=' C US C US ANSI/UL1479(ASTM E814) CAN/ULC 5115 — 1. Penetration Details shown are typical details, Refer to the listed system detail for complete system requirements. ANSI/UL1479(ASTM E814) CANIULC 5115 I I 3 1,Wall AssemblyMin 6 in.(152 mm)thick lightweight or normal weight(100 150 pcf or 1600 2400 kg/m3)concrete.Wall may also be Classified4 Gassfiedby _ If field conditions do not match requirements of details, approved alternate details shall be utilized. Verify design Underwriters Laboratories,inc — — Underwriters Laboratones,inc. F Rating2 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 andCAN�ULC-5115 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 kg/m3)glass fiber units to UL 1479 and CANwULCS115 g mm) requirements, field conditions and dimensions for compliance with details, including but not limited to the following: —%and 2 H r(See Item 2) FT Ratings atings—'/2 and 2 Hr(See Item 2) T Ratings—0,1/2,1 and 1-1/4 Hr(See Item 3) FT Ratings—D,1/2,1 and 1-1/4 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. T RatingsSee Concrete Blocks(CAZT)category in the Fire Resistance Directory for names of manufacturers. Fire Rating (F-Rating) 9) L RatingAlAmbient—4 CFM/Sq Ft FH Ratings—1 2 and 3 Hr(See Items 1 2 and 4 Transverse joints secured with metal fasteners or with 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) j .f I �, L q 9 ) between insulated penetrant and periphery of opening shall be min 0 in.(point contact)to max 1.7/8 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). Leakage Rating (L-Rating) Sq 9 P ) IL Rating at 400 F Less than 1 CFM/Opening FTH Ratings /sand 2 Hr(See Item 2) supportedYAnyfollowing typesmay A R.C H 1 T E C T S L RatingAt 400 F—Less Than 1 CFMI 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 on both sides of the wall assembly, combination of the and sizes of cables be used: Water Rating (W Rating) L Rating At Ambient—4 CFM/Sq Ft I 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 1 CFMlOpening A.Max 3/C No.8 AWG NM copper conductor cable(Romex)with PVC insulation and jacket. Annular Space 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 7/C-No. 12 AWG copper conductor control cable with PVC or XLPE insulation and jacket. L Rating At 400 F—Less Than 1 CFM/Sq Ft I Smoke Developed Index of 50 or less may be used. L Rating at 400 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 0 BLANKENSHIP IZ 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 SUITE 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/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. WEST L 1 N N . 0 R.E G O N 9 7 0 6 8 A construction. V. O 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 0 G.Through Penetrating Product'—Max two copper conductor No.18 AWG(or smaller)Power or Non-Power Limited Fire Alarm Cable with Minimum & maximum width of Joints. TEL 503 . 305 . 3033 FAX 503 . 305 . 80 4 0 r 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 or without a jacket under a metal armor. 0 0 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. NAFC CABLE SYSTEMS INC �' •�2•• See Pipe and Equipment Covering—Materials(BRGU)category in the Building Materials Directory for names of manufacturers.Any pipe H.Maximum 3/C 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 Hilts 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) • / 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 3.Fill,Void or Cavity Material*—Nom 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 FirestopSystems 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 0 0 disc firmly pressed around the cable/cable bundle tapping nom 5 mm onto cables to completely cover opening and firmly pressed to lap onto the G 5 0 ua g y5 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 wail around periphery of opening.Disc seam to be firmly pressed and sealed tight,Disc to be installed at both surfaces of wall. 0 r) shalt be applied at the pipe coveringlgypsum board interface on both surfaces of wall. :i HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC--CFS-D 1"Firestop Cable Disc 4. References: © i HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC—FS-One Sealant or FS-ONE MAX Intumescent Sealant i 2017 Underwriter's Laboratories 'Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), -- i 'Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), 0 respectively. Fire Resistance Directory, respectively. Ls-A 0 Volumes 1 & 2. NFPA 101 Life Safety Code 0 I1NFPA 70 - National Electric Code �A 0 © Building code. CD SECTION A-A 5. Firestop System installation to meet requirements of ASTM E-814 (UL 1479)tested assemblies that provide a fire La SECTION A-A rating equal or greater to that of construction being 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,U400,V400 or W400 Series Wali and Partition Designs in the UL Fire Resistance Directory and shall include the following 6. Label rated through-penetration assemblies prominently with a Hilts Firestop Label equipped with a QR code with construction features: 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. (51 by 102 mm)lumber spaced 16 in.(406 mm)OC.Steel studs to be min 2-1/2 in.(64 mm)wide for 1 and 2 hr F and FH rating and 3-1/2 in. Warning! Do Not Disturb (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 5/8 in.(16 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 Wall 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) • 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 Date ■ of wall assembly.The following types and sizes of metallic pipes or tubing may be used: 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.(152 mm)diam(or smaller)Regular(or heavier)copper pipe.When the hourly F or FH Rating of the firestop t T 1 / system is 3 hr,the nom diam of copper pipe shall not exceed 4 in.(102 mm). ��' �'#'/�� Reproduced byHILTI,Inc.Courtesyof Reproduced byHILTI,Inc.Courtesyof Reproduced byHILTI,Inc.Courtesyof Reproduced byHILTI,Inc.Courtesyof �`�/ I�II�.TI P I�III..TI P MI`TI P MI P Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. N LLOYD • March 30,2015 Hilti FirestopSystems March 30,2015 Hilti FirestopSystems October 14,2015 Hilti FirestopSystems October 14,2015 w • 1 Hilti Firestop Systems I Page: 1 of 2 Y I Page: 2 of 2 Y I Page: 1 of 2 Y 1 Page: 2 of 2 / it - •;;eit o-, OF ��s5 rF'�o System No. W-L-7155 System No. W-L-7155 c�55 f ,% System No. W-L-7156 system No. W-L-1156in t+ r~ r-. N- C US ANSI/UL1479(ASTM E814) CAN/ULC S115 J i C US ANSI/UL1479(ASTM E814) CAN/ULC S115 Classified by Class tied by underwriters Laboratories,inc. F Ratings—1 and 2 Hr(See Item 1) F Ratings—1 and 2 Hr(See Item 1) underwrite s Lobo alor es.inc I F Ratings—1 and 2 Hr(See Item 1) F Ratings—1 and 2 Hr(See item 1) • to UL 1a79 and cANruLcssls — i — Hr 2A1-Through-Pentrating Product*—Asan afieraie to Item 2.Fiber cement with galvanized steer facing,318 in.(10 mm)thick composite metallic to UL 1479 and CAVULC-S115 3.Batts 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 • T Ratings D Hr FT Ratings 0 duct,with a max cross-sectional area of 43.0 sq ft,(4 m2)and a max individual dimension of 78 3/4 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 1/2 in.(13 mm)to max 2 in.(51 L Rating at 400 F—Less Than 1 CFM/sqft 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). g 9 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 1 2A2.Through-Pentrating Product*—Asan 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 CFM1sq ft I 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 orel be used. C..")A 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 4A 4B 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 0 © © A.Packing Material—Min 3-5/8(92 mm)or 4-718 in.(124 mm)thickness of min 4 pcf(64 kg/m3)mineral wool batt insulation firmly packed into Directory. Ir 48 opening as a permanent form for 1 or 2 hr fire-rated walls,respectively.Packing material to be recessed from both surfaces of wall to41) 7 DURASYSTEMS BARRIERS INC—Type DuraDuct SD. � '� accommodate the required thickness of fill material. ,L.� 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. rr' ;� ''tea=�''_ l 1° 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 w A 38 a) , (1.58 m2),and a max individual dimension of 49-1/2 in.(1258 mm)Duct to be installed either concentrically or eccentrically within the firestop x HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC—FS-ONE Sealant or FS-ONE MAX Intumescent Sealant W system such that the annular space is min 0 in.(point contact)to max 2 in.(51 mm).Duct to be rigidly supported on both sides wall assembly. C.Steel Retaining Angles—Min No. 16 gauge(0.059 in.or 1.5 mm)gale steel angles sized to lap steel duct a min of 2 in.51 mm)and lap wall II T — Refer to Ventilation Duct Assemblies in Vol.2 of the Fire Resistance Directory. x 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 P iI 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 Z _ 1, -, , f _ — _— _ if ttttt Ino t 3 Firestop System—The firestop system shall consist of the following: x 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 0 I� - - - .1, A.PackingMaterial—(Optional,Not Shown)—Polyethylene backer rod,mineral wool batt insulation or fiberglass batt insulation friction x sides of wall with min No.10 by1/2 in.(13 mm)longsteel sheet metal screws located a max of 1 in.(25 mm)from each end of steel duct and W U ( p9 x fitted into annular space.Packing material to be recessed from both surfaces of wail to accommodate the required thickness of fill material. 'k spaced a max of 6 in.(152 mm)OC.When max 1-1/2 in.(38 mm)thick insulation is used,steel angles are optional for those sides of duct that 1 1 IP 401 Al.Packing Material—Required as specified in Table below.Min 3-3/4 in.(95 mm)or 5 in.(127 mm)thickness of x do not exceed the dimension specified in Table below,dependent on packing material and annular space as specified. min 4 pcf(64 kg/m3)mineral wool batt insulation firmly packed into opening as a permanent form for 1 and 2 hr rated assemblies, I• .R .- ❑ I Irespectively.Packing material to be recessed from both surfaces of wall to accommodate the required thickness of fit material. Angle c B.Fill,Void or Cavity Material*—Sealant—Min 5/8 in.(16 mm)thickness of fill material applied within the annulus,flush with both surfaces x ,x Max Duct Packing (Item 3C) U O of wall.Min 1/4 in.(6 mm)diam bead of fill material shall be applied at the point contact location between the steel duct and the gypsum % Dimension Duct Thickness Annular Space Material Required c.., • I I ! `II _ ., board. 24 In. 24 ga or heavier 1/2 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 x „� Z Z or CP606 Flexible Firestop Sealant x (610 mm) (13 to 25 mm) j w -11 C.Steel Retaining Angles—Min No. 16 gauge galy 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. C) ❑ may be min No.18 gauge gals steel.Angles attached to steel duct on both sides of wall with min No.10 by 1/2 in.(13 mm}long steel sheet 1 ( ( z r t x x x x R (x x X% x x x x x x x x x xx I L:-. • • • • N Z - I 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 © I�il r~ optional for those sides of duct that do not exceed the dimension specified in Table below,dependent on packing material,sealant and NW W 0 annular space as specified. A SECTION A-A 41) 0 — Angle is-, ~ A SECTION A-A41) Max Duct Packing (Item 3C) I 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 112 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. 7 A.Studs—Wall framing shall consist of min 3.112 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. 'L� shall be used to completely frame the opening. respectively. Additional framing members shall be used to completely frame around opening. ('V 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 5/8 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 105-1/2 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)gale 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 wall in which itis 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 • periphery of opening shall be min 0 in.(point contact)to max 2 in.(51 mm).Steel duct to be rigidly supported en both sides of the wall assembly. in accordance with SMACNA construction standards.Steel duct to be rigidly supported on both sides of wall assembly. • THIS WIDTH SHOULD BE 3" —w1 TTI Reproduced by HILTI,Inc.Courtesy of TTI Reproduced by HILTI,inc.Courtesy of MI I�I Reproduced by HILTI,Inc.Courtesy of I��I Reproduced by HILTI,inc.Courtesy of Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Hilti FirestopSystems January 27,2015 Hilti FirestopSystems January 27,2015 Hilti FirestopSystems January 27,2015 Hilti FirestopSystems January 27,2D15 Y Page: 1 of 2 Y Page: 2 of 2 Y Page: 1 of 2 Y Page:2 of 2 LJ �� siF,� System Na, W-L-8079 o System No. W-L-8079 o System No. W-L-8079 ltEr as �ssfF, System No. W-L-1042a c Us J J —I C S i J ANSI/UL1479(ASTM E814) CANIULC S115 cess edgy 1 ANSI/UL1479(ASTM E814) CANIULC S115 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,Inc. F •Ratings-1 and 2 Hr(See Items 1 and 3) F Ratings-1 and 2 Hr(See Items 1 and 3)UL 1479 and CAN/UDC-9115 to UL 1479 and CAN/ULC-S115 9 9 T Ratings—0,1/2,3/4,1-1/2 and 2 Hr(See FT Ratings—0,1/2,3/4,1-1/2 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 of through-penetrants is 4.Cables—One max 3 in.(76 mm)diam bundle of cables installed within the opening and rigidly supported on hath 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—0,1/2,314, 1-1/2 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 be used. B.Max 7/C No. 12 AWG copper conductor power and control cable with PVC or cross-linked polyethylene(XLPE)insulation and PVC • A.Copper Tubing—Nom 3 in.(76 mm)diam(or smaller)Type L(or heavier)copper tube. jacket. I •■ .. 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 1/2 in.(13 mm). A II C.Steel Pipe—Nom 4 in.(102 mm)diam(or smaller)Schedule 10(or heavier)steel pipe. D.Max 3/C No.8 AWG with bare aluminum ground,PVC insulated steel Metal-Clad+Cable currently Classified under the Through O A+--t GI 5B 40 (0 D.Iron Pipe—Nom 4 in.(102 mm)diam(or smaller)cast or ductile iron pipe. Penetrating Product'(XHLY)category. 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. 7 o Ill 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.RG1U coaxial cable with polyethylene(P€)insulation and polyvinyl chloride(PVC)docket having a max outside diam of 1/2 in.{13 mm). closed(process or supply)or vented(drain,waste,or vent)piping systems. G.Max 3/4 in.(19 mm)diam copper ground cable with or without PVC jacket. O 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 1-114in.(32 mm)Diem single or multi conductor mineral-insulated copper clad cable. © supply)piping systems. 1 (\ y -- 0 The T,FT and FTH Ratings are 114 hr if cables D,G and H are used.The T,FT and FTH Ratings are 3/4 Hr for any other combination. c=1 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 Cf.) �1.0) ••" 111 S 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 4 in.(point m �� I A.PipeCovering* Min 1 in.(25 mm)to max 2 in.(51 mm)thick hollow cylindrical heavydensitymin 3.5pcf(56 k /mglass 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 9 — Y kg/m3) ) 9 Y ppo 9 �� jacketed on the outside with an all service jacket.Longitudinal joints sealed with metal fasteners or factory-applied self-sealing lap tape. used. 0 +, Transverse joints secured with metal fasteners or with butt tape supplied with the product. 4B.Through Penetrants—(Not Shown)-Max twelve nom 3/8 in.(10 mm)diam(or smaller)polyvinyl chloride(PVC)pneumatic tubing for use in �1':`, ( ) closed(process or supply)piping systems.Tubing to be installed either concentrically or eccentrically within the firestop system.The annular A 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 t in.(25 mm).Tubing to be rigidly 00 REVISIONS material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and supported on both sides of wall. --- rn V a Smoke Developed Index of 50 or less may be used. 5.Firestop System—The firestop system shall consist of the following: SECTION A-A N 3 16-OCT-2018 BUILDING PERMIT RESUBMITTAL 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 1i2 in.(13 mm)to max 3/4 in.(19 mm)thick acrylonitrile butadiene/polyvinyl chloride(AB/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 wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the ISSUES I.) OD A © SECTION A-A 3i individual U300,U400,V400 or W400 Series Wall and Partition Designs in the UL Fire Resistance Directoryand shall include the following c 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 9 g the wall to accommodate the required thickness of fill material. construction features. o ■ See Plastics+(QMFZ2)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 kg/m3)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 nom 2 by 4 in. • FRoiECT NUNDRAWN BY c:HECKED EY 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), (51 by 102 mm)lumber spaced 16 in.(406 mm)OC.Steel studs to be min 2-112 in.(64 mm)wide and spaced 24 in.(610 mm)OC. 16761 KT RLC I 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 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 5/8 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 ,--iI 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 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 beak 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. the individual WOO,L1400,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 N sra construction features: The T,FT and FTH Ratings are 1-1/2 hour if Item 3B 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—Galv steel duct to be installed concentrically or eccentrically within the firestop system.The annular space between the THE ORIGINAL AND UNPUBLISHED WORK OE THE ARCHITECT AND MAY ✓ 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 3-112 in.(89 ram)wide and spaced max 24 in.(610 rem)OC. *Indicates such products shall bear the UL or CUL Certification Mark for jurisdictions employing the UL or CUL Certification(such as Canada), assembly. cONSENr of Tal ARCHITECT t e 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)gale steel spriral wound duct. 0 2018 HILL ARCHITECTS ce 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. INIIIIIMI u B.Gypsum Board*—5/8 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 Material'—Sealant—Min 5/8 in.(16 mm)and 1-1/4 in.(32 mm)thickness of fill material applied within annulus,flush with both a 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 1/2 in.(13 mm) a installed in a wood siudlgypsum board assembly,the max area of square,rectangular,or circular opening is 210 sq in.(1355 cm2)with max #Bearing the UL Recognized Component Mark diam bead of sealant shall be applied at the wallboardlduct interface on both surfaces of wall assembly. FIRE RATED PENETRATION Q 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, HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC—CP601S Elastomeric Firestop Sealant,FS-ONE Sealant.FS-ONE MAX Intumescent • ea 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 o 'Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), D E TAI L S 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 00 F■II`TI MI I■■IIIITI I■■III�TI 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. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. o CN Hilti FirestopSystems April 26, Hilti FirestopSystems April 26, Hilti FirestopSystems April 26, Hilti FirestopSystems January 27,2015 Y Page: 1 of 3 Y Page:2 of 3 Y I Page: 3 of 3 Y co o A835 10 • 9 • 8 • 7 • 6 • 5 • 4 • 3 • 2 • 1 10 • 9 • 8 • 7 • 6 • 5 • 4 • 3 • 2 • 1 imilimiiiiii ss i,c- o NOTES; oN 'o System No. HW-S-0090 0 Pt C US I ANSI/UL2079 CANIULC S115 31. Penetration Details shown are typical details. Refer to the listed system detail for complete system requirements. Cass.ed by I Assembly Rating-1 Hr F Rating-1 Hr X If field conditions do not match requirements of details, approved alternate details shall be utilized. Verify design oUL2079rsdaCAVU C51les,zncrequirements, field conditions and dimensions for compliance with details, includingbut not limited to the following: to UL 2079 and CANIVLCSII s q p. 9 I Joint Width-112 In Max. FT Rating-1 Hr Fire Rating (F-Rating) ITtIL L FH Rating-1 Hr Temperature Rating (T-Rating) FTH Ratings-1 Hr Leakage Rating (L-Rating) Joint Width 1/2 In Max. Water Rating (W-Rating) A It C H I T F C T S = Annular Space = Percent Fill 1750 BLANKENSHIP ROAD R Movement Type and thickness of fire-rated SUITE 00 411) construction, WEST LINN . OREGON 970G3 Minimum & maximum width of Joints. TEL 503 . 305 . 30 3 FAX 503 . 305 . 3034 3. If alternate details matching the field conditions are not available, manufacturer's engineering judgment drawings ------7-=;---D are acceptable subject to approval by the Authority Having Jurisdiction (AHJ). Contact Hilti Inc. for alternative systems or Engineering Judgment (800-879-8000). Drawings shall follow the International Firestop Council (IFC) • --- — Guidelines for Evaluating Firestop Systems Engineering Judgments. • IiMmin 4. References: 2017 Underwriter's Laboratories Fire Resistance Directory, 0 0 Volumes 1 & 2. NFPA 101 Life Safety Code NFPA 70 - National Electric Code iip --41--- Building code. --- 1.Floor Assembly-The 1 hr fire-rated wood joist,wood truss or combination 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 c9 the materials and in the manner described 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 subfloor 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 5/8 in.(16 mm)thick as specified in the individual Floor-Ceiling Design. Through Penetration Firestop 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 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(s) 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 5/8 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 1/2 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 5l8 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 CLIV 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), r 1 / r respectively. 1 ilkti I■ Ill 1 IMMIM, Reproduced by HILTI,Inc.Courtesy of Underwriters Laboratories,Inc. NLLOYD . H % 1" u_ Hilti Firestop Systems January 28,2015 e/� �; ' / 1 , I .Et4 :eft t.: 55 rF, lg. ss I F, c SSS I F, to ig,� System No. HW-D-0268 0 System No. HW-D-0403 0 �� System No. HW-D-0758 o System No. HW-D-0758 coCUS Assembly Rating•3 Hr 0 0 o5 Assembly Rating—3 Hr C US I ANSI/UL2079 CAN/ULC S115 1.Floor Assembly-Min 4-1/2 in.(114 mm)thick reinforced lightweight or normal weight(100-150 pcf or 1600-2400 kglm3)structural class;f,ed by Nominal Joint Width-1 in. Classified by L Ratingat Ambient—Less than 1 CFMILin Ft = Classified by = x undenxrters Laboratories_it underwmers Laboratories.Ir Underwriters 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 fi in.(152 mm}thick UL Classified hollow-core Precast Concrete Units`. to UL 2079 and CAN ULC-5"5 L Rating At Ambient— Less Than 1 CFMILin Ft to UL 2079 and CAWULGSt'S L Rating at 400 F—Less than 1 CFM/Lin Ft 10 UL 2079 and CAwvLGsi 15 See Precast Concrete Units category in the Fire Resistance Directory for names of manufactures. ■ oNominal� ii LJoin Width i tenlll2 or 314 In.(See item 3) FT Rating 1 and 2 Hr(See item 2) 2.Wall The 1 or 2 hr fire ratedgypsum board/stud chase(double stud)wall assemblyshall be constructed of the materials and in ■ L RatingAt 400°F—Less Than 1 CFM/Lin Ft Nominal Joint Width—2 in. Assembly- Class II Movement Capabilities- 12.5%Compression and Extension Class II Movement Capabilities—6%Compression Or Extension 50% the manner described in the individual U400,V400 or W400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall P P p P Capabilities- Compression or Extension FH Rating-1 and 2 Hr(See Item 2) include the following construction features: or 86%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 1/4 in.(6 mm)greater than max extended joint width. O /2-9-- I L Rating at 400°F—Less than 1 CFM/Lin Ft Nominal Joint Width-13 or 19 mm(See Item 3) [.lass iteiling runner secured to concrete floor slab with steel masonry anchors,steel fasteners spaced 24 in.(610 mm)OC. VI w rrrVr4ulCnn Al.ALight Gauge Framing"-Slotted Ceiling Runner-As an alternate to the ceiling runner in Item 2A,slotted ceiling runner to consist of 7 Capabilities-50%Compression or Extension galv steel channel with slotted flanges sized to accommodate steel studs(Item 2B).Slotted ceiling runner secured to concrete floor slab L nr 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 Llsflin m BRADY CONSTRUCTION INNOVATIONS INC,DBA SLIPTRACK SYSTEMS-SLP-TRK CALIFORNIA EXPANDED METAL PRODUCTS CO-CST-- w a L Rating at 400°F Less than 1.55 Llsllin m CLARKDIETRICH BUILDING SYSTEMS Types SLT,SLT-H LL' r Jr r �= MARINO/WARE,DIV OF WARE INDUSTRIES INC-Type SLT "' I I a METAL-LITE INC-The System SCAFCO STEEL STUD MANUFACTURING CO-Slotted Track I-4[ Z J TELLING INDUSTRIES L L C-TrueAction Deflection Track E O A2.Light Gauge Framing'-Vertical deflection Ceiling Runner-As an alternate to the ceiling runners in Items 2A and 2A1,vertical t7 4 I deflection ceiling runner to consist of galv steel channel with slotted vertical deflection clips mechanically fastened within runner.Slotted 0 clips,provided with step bushings,for permanent fastening of steel studs.Flanges sized to accommodate steel studs(Item 2B).Vertical I O e- + . deflection ceiling runner secured to concrete floor slab with steel fasteners or steel masonry anchors spaced max 24 in.(610 mm)OC. THE STEEL NETWORK INC-VertiTrack VTD250,VTD362,VTD400,VTD600 and VTD800 a A3.Light Gauge Framing'-Notched Ceiling Runner-As an alternate to the ceiling runners in Items 2A through 2A3,notched ceiling t7 O runners to consist of C-shaped galv steel channel with notched return flanges sized to accommodate steel studs(Item 2B).Notched ceiling h- j runner secured to concrete floor slab with steel masonry anchors or steel fasteners spaced max 24 in.(610 mm)OC. ■ 0 OLMAR SUPPLY INC-Type SCR • Z 1A----- B.Studs-Steel studs to be min 3-1/2 in.(89 mm)wide and formed of min 25 ga galv steel.Studs cut 3/4 to 1 in.(19 to 25 mm)less in le- Z j © O length than assembly height with bottom nesting in and secured to floor runner.Steel studs nested in ceiling runner without attachment. Q 0N Studs spaced max 24 in.(610 mm)OC. o o 0 0 ® C.Gypsum Board"---Gypsum board 1/2 or 5/8 in.(13 or 16 mm)thick,applied on both sides of wall as specified in the individual Wall and Z Z Partition Design except that a max 3/4 in.(19 mm)gap shall be maintained between the top of the gypsum board and the bottom of the 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) CV ry wO SECTION A-A CD N below the bottom edge of the ceiling runner.No gypsum board attachment screws shall be driven into the ceiling runner. The hourly ratings of the joint system are equal to the hourly fire rating of the wall.1.Floor Assembly-Min 2-112 in.(64 mm)thick reinforced lightweight or normal weight(100-150 pcf or 1600-2400 kg/m3)structural 1.Floor Assembly-Min 6in.(152 mm)thick reinforced lightweight or normal weight(100-150 pcf or 1600-2400 kglm3)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 concrete.Floor may also be constructed of any min 6 in.(152 mm)thick UL Classified hollow-core Precast Concrete Units'. 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 system is designed to accommodate a max 50 percent compression or extension from its installed width.When max separation between the a See Precast Concrete Units(CFTV)category in the Fire Resistance Directory for names of manufacturers. may also be constructed of any UL Classified Concrete Blocks*. bottom of floor and top of wall is 3/4 in.(19 mm),the joint system is designed to accommodate a max 66%compression only from its installed Q 2.Wal!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 far names of manufacturers. width.Factory supplied foam seal installed over the ceiling runners(Item 2A)prior to attachment to underside of concrete floor in accordance n concrete.Wall mayalso be constructed of anyUL Classified Concrete Blocks`. 3.Joint System-Max separation between bottom of floor and topof wall(at time of installation of joint system)Is 2 in.(51 mm).The joint system is with the installation instructions. i-�-�f p 1 Y ) ) Y 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 cUL Certification Mark for jurisdictions employing the 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 respectively. Z 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,parallel with joint direction,such that batt sections are compressed min 50 N 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 1/2 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 1/2 in.(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 Mark • THIS WIDTH SHOULD BE 3" 'MI,16.1ri, Reproduced by HILTI,Inc.Courtesy of M,��I Reproduced by HILTI,Inc.Courtesy of "MI I I Reproduced by HILTI,Inc.Courtesy of �,��, Reproduced by HILTI,Inc.Courtesy of Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Hilti FirestopSystems June 2s,2008 Hilti FirestopSystems September 09,2005 Hilti FirestopSystems December 21,2015 Hilti FirestopSystems December 21,2015 Y Y I Page: 1 of 1 Y I Page: 1 of 2 Y I Page: 2 of 2 i CV)fp, F'� System No. F-A-2213 N System No. F-A-2213 N A--l -, System No. F-A-5046 0 ��s5IF,ill� System No. F-A-5046 0 F Ratings—2 and 3 Hr(See Items 1, 1A and 4E) a a C US ANSI/UL1479(ASTM E614) CAN/ULC S115 Q C US ANSIIUL1479(ASTM E814) CAN/ULC S115 Classified by T Ratings—0, 114 and 112 Hr(See Items 2, 2A and 4) W LL classified by F Ratings-2 and 3 Hr(See Items 1 and 1A) F Ratings---2 and 3 Hr(See Items 1 and 1A) u_ Classdied by F Ratings-2 and 3 Hr(See Items 1 and IA) F Ratings-2 and 3 Hr(See Items 1 and 1A)1 LL Underwriters Laboratories,Inc. 3.Firestop Device"-Drop-in firesiop device installed in core-drilled or sleeved opening in concrete Floor assembly in accordance with Undenmtera Laboratories,Inc. Undenvrtters Laboratories,Inc to 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 1/4 in.(6 mm)diam to UL 1479 and CANrULGs115 T Ratings-0 and 1/2 Hr(See Item 2) FT Ratings-0 and 1/2 Hr(See Item 2) to UL 1479 and CANIULC-5915 T Ratings-0 and 1/2 Hr(See Item 2) FT Ratings-0 and 1/2 Hr(See Item 2)I L Rating At 400 F—4 CFM/sq 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 1-1l4 in.(32 mm)long KWIK-CON 11+concrete screw anchor,Hitti 1!4 in.(6 mm)diam by 1-3/4 in.(45 mm)long KWIK-BOLT 3 steel expansion anchor or Hilti 1/4 in.(6 mm)by 3/4 in.(19 mm)long Metal HIT Anchor may be used.In FTH Ratings--0 and 1/2 Hr(See Item 2) FTH Ratings-0 and 1/2 Hr(See Item 2) AO addition,for nom 2 in.(51 torn),3 in.and 4 in.(102 mm)firesiop devices,four 11116 in.(18 mm)long Hilti 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 0 installed through the steel flange,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 1/4 in.(6 mm)diam O o 0 0 © 0 by min 1-1/4 in.(32 mm)long steel expansion bolts or screw anchors(installed in a triangular fashion through holes provided).As alternates to the• ■ 7L-------- Core Hole or Nom Diam of © anchors specified above,Hitti 1/4 in.(6 mm)diam by 1-1/4 in.(32 mm)long KWIK-CON II+concrete screw anchor,Hilti 114 in.(6 mm)diam by Sleeve Diam, Firestop Through Penetrant, (270— \ o 0 �� 0 1-3l4 in.(45 mm)long KWIK-BOLT 3 steel expansion anchor or Hilti 1/4 in.(6 mm)by 3/4 in.(19 mm)long Metal HIT Anchor may be used.In ( In.(mm) DeviceIn.(mm) / addition,for nom 2 in. (51 mm),3 in.(76 mm)and 4 in.(102 mm)firestop devices,four 11!16 in.(18 mm)long Hilii X-GH P18 MX steel fasteners o } I 0 �I I maybe installed through the steel flange,two on each side.The firestop devices shat!be installed as detailed in the following table: \ fI 4{102) CFS DID 2"MD 2(51)or smaller+ o r 01 0 H ` Insulation Type MD 5(102) CFS-DID 3"MD 3(76) f+ Nom Pipe (Item 5 or 5A) Core Hole O _ _ / 16(152) CFS-DID 4"MD 4(102) �' (' or Tube(Item 4) and Thickness, Firestop or Sleeve Diam, IL.0 Diam,In.(mm) In.(mm) Device In.(mm) 0 19(229) CFS-DID 6"MD 6(152) A ° 1/2(13) CFS-DID 2"MD 4(102) 3/4 or 1 (19 or 25)AB/PVC SECTION A-A +For pipe smaller than nom 2 in.(51 mm)diam,Adapter and Top Seal Plug is required to be used. 0 1(25) 3/4 or 1 (19 or 25)AB/PVC CFS-DID 3"MD 5(127) m HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC-CFS-DID 2"MD,CFS-DID 3"MD,CFS-DID 4"MD,CFS-DID 6"MD Aco 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) 3/4 or 1(19 or 25)AB/PVC CFS-DID 4"MD 6(152) manufacturer.Module is threaded onto top of device. 4(102) 3/4 011 (19 or 25)AB/PVC CFS-DID 6"MD 9(229) W Rating and L Rating apply only when water barrier module Is used. 1/2(13) 1 (25)Glass Fiber CFS-DID 2"MD 4(102)I 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-DID 3"MD 5{127)I eiVISIONS The following types of pipe may be used: 1 (25) 1-1/2(38)Glass Fiber CFS-DED 4"MD 6(152)I m A.Polyvinyl Chloride(PVC)Pipe-Nom 6 in.(152 mm)diam(or smaller)Schedule 40 solid core or cellular core PVC pipe for use in closed -ob (process or supply)or vented(drain,waste or vent)piping system. 2(51) 1 (25)Glass Fiber CFS-DID 4WD 6(152) 16-OCT-2018 BUILDING PERMIT RESUBMITTAL ea B.Acrylonitrile Butadiene Styrene(ABS)Pipe-Nom 6 in.(152 mm)diam(or smaller)Schedule 40 solid core or cellular core ABS pipe for user 2(51) 2(51)Glass Fiber CFS-DID 6"MD 9(229) 1ssuEs 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 smaller)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 • €RC(ECT NUMBER DRAWN BY CHECKED BY `I D.Flame Retardant Polypropylene(FRPP)Pipe-Nom 6 in.(152 mm)diam(or smaller)Schedule 40(or heavier)FRPP 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 _ (processor supply)or vented(drain,waste or vent)piping systems. U E. Polypropylene(PP)Pipe-Nom 2 in.(63 mm OD)diam(or smaller)Aquatherm Greenpipe SDR 11 PP-R pipe for use in closed(process or 1.Floor Assembly-Min 2-112 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 ar 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 for 1600.2400 kg/m3) supply)piping systems.The F Refine for the firesto system is limited to 2 Hr when this penetrant is used. or 1600.2400 kg/m')concrete.When concrete thickness is min 4.112 in. 114 mm F RatingIs 3 hr. A.Steel Pipe Nam 4 in.(102 mm)diam(or sma{ler)Schedule 10(or heavier}steel pipe. ,tel Y- ( ) ( ) 9 ( lx 9 ) PP Y)P P 9 Y g p Y P 9 ) ( )' B.Iron Pipe-Nam 4 in.(102 mm)diam(or smaller)cast or ductile pipe. eel concrete.When concrete thickness is min 4-1/2 in.(114 mm),F Rating is 3 hr. T Rating is 1/4 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 WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE r\ C.Copper Tubing-Nom 4 in.(102 mm)diam(or smaller)Type L(or heavier)copper tubing. k0 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 0900 Series designs in the UL Fire Resistance Directory and as summarized below: THE ORIGINAL AND UNPUBLISHED RITTWORK of THE AG HER8IN AND MAY D.Copper Pipe-Nom 4 in,(102 mm)diam(or smaller)Regular(or heavier)copper pipe. *-I it n summarized below: 'Indicatesch rodu is shall bear the UL or CUL Certification Mark for jurisdictions employingthe UL or CUL Certification such as Canada A.Concrete-Min 2-112 in. 64 mm to max 8 in. 203 mm thick reinforced lightweight ar normal weight 100-150 pcf NOT BE DUPLICATED.ilSED OR DISCLOSED WITHOUT THE PRIOR WRITTEN the manner specified in the individual 0700,D8D0 or 0900 Series designs in the UL Fire Resistance Directory and as su a such products I C ( ), ( ) ( ) 9 ( i5.Tube Insulation Plastics+-Nom 314 or 1 in.(19 or 25 mm)thick acrylonitrile butadienelpolyvinyl chloride(AB/PVC)flexible foam furnished in ' A.Concrete-Min 2-112 in.(64 mm)to max 8 in.{203 mm)thick reinforced lightweight or normal weight(100.150 pcf or 1600-2400 kglm3) respectively. or 1600-2400 kg/m')concrete,as measured over crest of fluted steel deck.When concrete topping thickness is min 4-112 in.(114 mm),the F CONSENT OF THE ARCHITECT, v 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. the form of tubing. HILL ARCHITECTS ARCH( B.Steel Floor and Form Units'-Composite or non-composite max 3 in.(76 mm)deep galv steel fluted units as specified in the individual B.Steel Floor and Form Units"-Composite or non-composite max 3 in.(76 mm)deep galv steel fluted units as specified in the individual See Plastics+(QMFZ2)Category in the Plastics Recognized Component Directory for names of manufacturers.Any Recognized Component Floor-CeilingDesign. tube insulation material meeting the above specifications and having a UL94 Flammability Classification of 94-5VA may be used. �j Floor-Ceiling Design, 5A.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 kglm')glass fiber a 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 units,jacketed on the outside with an all servicejacket.Longitudinaljoints seated with metal fasteners or factory-applied SSL to e.Transverse a floor assembly,flush with floor surfaces.When metallic sleeve is used,T Rating is 0 Hr. floor assembly.flush with floor surfaces.When metallic sleeve is used,the T,FT and FTH Ratings are 0 Hr. g p FIRE RATED PENETRATION m joints secured with metal fasteners or with butt tape supplied with the product. Q 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 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 See Pipe and Equipment Covering-Materials BRGU)category in the BuildingMaterials Directory for names of manufacturers.An pipe re 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. gale 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 9 ( g ry ry Y o (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 covering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a D E TA I L S flush with the topsurface 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 flush with the top surface of the concrete floor.When sheet metal sleeve is used,T Rating is 0 Hr. 9 'Bearing the UL Classification Mark 0 co IMO I`TI Reproduced by HILT!,Inc.Courtesy of �IIIMMIIM Reproduced by HILTI,Inc.Courtesy of 'MI Reproduced by HILTI,Inc.Courtesy of IMO Reproduced by HILTI,Inc.Courtesy of ee Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. NI 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 of2 Hilti Firestop Systems I Page: 2 of 2 coQ A836 ro 10 • 9 • 8 • 7 • 6 • 5 • 4 • 3 • 2 • 1 10 • 9 • 8 • 7 • 6 • 5 • 4 • 3 • 2 • 1 imio SstF o ss 1F sSi NOTES: �,ss '� System No. BW-S-0002 g c ', System No, BW-S-0039 0 �,SS '� System No. HW-D-0106 o System No. HW-D-0106 a 1=' c us 3 c us ANSIlUL2p79 CAN/ULC S115 co c ® us Assembly Ratings-1 and 2 Hr(See items 2 and 3) o m 1. Penetration Details shown are typical details. Refer to the listed system detail for complete system requirements, ANSI/UL2079 CAN/ULC 5115 r = If field conditions do not match classiredby m Classfiedby m Classified by Nominal Joint Width—2 in. requirements of details, approved alternate details shall be utilized. Verify design r Underwriters Laboratories.Inc — Underwriters Laboratories,inc Assembly Ratings-1 and 2 Hr(See item 1) F Ratings-1 and 2 Hr(See Item 1) — underwriters�so�todea Inc. — — toUi 2079 andCAN1oLCS115 Assembly Ratings-1 and 2 Hr(See Item 1) F Ratings -1 and 2 Hr(See Item 1) to UL 2079 andCANULC-Sii5 to UL 2079 andCAl�/ULC-5115 L Rating At Ambient— Less Than 1 CFM/Lin Ft A2.Light Gauge Framing'-Vertical Deflection Ceiling Runner-(For use in applications where the nominal joint width does not requirements, field conditions and dimensions for compliance with details, including but not limited to the following: Nominal Joint Width-3/4 In. FT Ratings-1 and 2 Hr(See Item 1) , exceed 1 in.or 25 mm)-Asan alternate to the ceiling runners in Items 2A and 2A1,vertical deflection ceiling runner to consist of galv steel Nominal Joint Width-3/4 In, FT Ratings-1 and 2 Hr(See Item 1) L Rating At 400°F-Less Than 1 CFM/Lin FtFire Rating (F-Rating) L Ratingal Ambient Less than 1 CFM/Lin Ft FH Ratings-1 and 2 Hr(See Item 1) channel with slotted vertical deflection clips mechanically fastened within runner.Slotted clips provided with step bushings for permanent H 1 L L L Ratingat Ambient-Less than 1 CFM/Lin Ft FH Ratings--1 and 2 Hr(See Item 1) 9 Class II Movement Capabilities-20%Compression or Extension of steel studs.Flanges sized to accommodate steel studs 2B Vertical deflection ceilingrunner masonryanchors or steel Temperature Rating (T Rating) 1 9 fastening (Item ) L Rating at 400°F-Less than 1 CFMILin Ft FTH Ratings-1 and 2 Hr(See Item 1) fasteners with steel masonry anchors spaced max 24 in.(610 mm)OC. Leakage Rating (L-Rating) L Rating at 400°F-Less than 1 CFMILin Ft FTH Ratings-1 and 2 Hr(See Item 1) O THE STEEL NETWORK INC-VertiTrack VTD250,VTD362,VTD400,VTD600 and VTD800 Water Rating (W-Rating) ARCHITECTS = Nominal Joint Width-3l4 In. A3.Li ht g g g g throughceiling Annular Space Nominal Joint Width-3/4 In. g Gau a Framin *-Notched Ceilin Runner-Asan alternate to the ceilin runners in Items 2A 2A3,notched runners L Rating at Ambient-Less than 1 CFM/Lin Ft L Rating at Ambient-Less than 1.55 Us/lin m to consist of C-shaped galv steel channel with notched return flanges sized to accommodate steel studs(Item 2B).Notched ceiling runner Percent Fill 1 7 5 0 BLA N 1< E N 5 H 1 P ROAD L Rating at 400°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 SUITE 4 0 0 B.Studs-Steel studs to be min 2-1/2 in.(64 mm)wide.Studs cut 1i2 to 3/4 in.(1310 19 mm)less in length than assembly height with Yp 0 I, _ pp , .- _�_ bottom nesting in and resting on floor runner and with top nesting in ceiling runner without attachment.When slotted ceiling runner(Item construction. WEST 'ANN . OREGON 9 7 0 6 8 II I 2A1)is used,steel studs secured to slotted ceiling runner with No.8 by 1/2 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 . 8034 II i each side of wall..When vertical deflection ceiling runner(Item 2A2)is used,steel studs secured to slotted vertical deflection clips,through el _ the bushings,with steel screws at midheight of each slot.Stud spacing not to exceed 24 in.(610 mm)OC. © I O C.Gypsum Board*-Gypsum board installed to a min total thickness of 5i8 or 1-1/4 in.(16 or 32 mm)on each side of wall,for 1 or 2 hr fire 3, If alternate details matching the field conditions are not available, manufacturer's engineering judgment drawings 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 ��— 0 0 - / 7 • �VVvv► Resistance Directory,except that a nominal 2 in,(51 mm)gap shall be maintained between the top of the gypsum board and the bottom of systems or Engineering Judgment (800-879-8000). Drawings shall follow the International Firestop Council (IFC) ■ / / 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, • j[ jr - z, assembly.The screws attaching the second layer to the steel studs shall be located 3-1/2 in.(89 mm)from the floor assembly.The hourly fire rating of the joint system is dependent on the hourly rating of the wall. 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: IL 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 5/8 or 1-1/4 in.(16 or 32 mm)thick strips of min 4 pcf(64 kglm3)mineral wool batt insulation,for 1 and 2 Hr Fire Resistance Directory, /- • -- fief rated assemblies,respectively,cut to width,compressed 33 percent in width and firmly packed into gap between top of the gypsum board Volumes 1 &2, eand bottom of the floor assembly,flush with both surfaces of the wall.Adjoining lengths of batt to be tightly butted with butted seams spaced NFPA 101 Life Safety Code 1.Floor Assembly-Min 4-1/2 in.(114 mm)thick reinforced lightweight or normal weight(100-150 pcf or 1600-2400 kg/ma)structural 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 Units'. ROCK WOOL MANUFACTURING CO-Delta Board NFPA 70 - National Electric Code See Precast Concrete Units category in the Fire Resistance Directory for names of manufactures. ROXUL 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 4-1/2 in.(114 mm)thick reinforced lightweight or normal weight(100-150 pcf or 1600-2400 kg/m3)structural THERMAFIBER INC-Type SAF coo 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.(152 mm)thick UL Classified hollow-core Precast Concrete Units`. A1.Forming Material'-Strips-(Optional)-Nom 5/8 in.(16 mm)and 1-114 in.(32 mm)wide precut mineral wool strips for 1 and 2 hr rated 5. Firestop System installation to meet requirements of ASTM E-814 (UL 1479) tested assemblies that provide a fire La head-of-wall joint system 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 Directory for names of manufactures. 1.Floor Assembly-Min 4-1i2 in.(114 mm)thick steel-reinforced lightweight or normal weight(100-150 pcf or 1600-2400 kg/m3)structural assemblies,respectively.The strips are cut to thickness,compressed 50 percent in thickness and firm) packed into the gap between the construction features: 2.Wall AssemblyThe 1 or 2 h fire-ratedgypsum board/steel stud wall assemblyshall be constructed of the materials and in the manner specifiedY 9 rating equal or greater to that of construction being penetrated, - P concrete.Floor may also be constructed of any 6 in.(152 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 strips to be tightly butted 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 istud 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 DC. 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 1/16 in.(1.6 mm)dry thickness(min 1/8 in.or 3.2 mm wet thickness)of fill material sprayed or troweled the following information. 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 A.Steel Floor Runners-Floor runners of wall assembly shall consist of min No.25 gauge gale steel channels sized to 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 I _ nestingin,restingon and fastened to floor runner with sheet metal screws.Stud spacing not to exceed 24 in.(610 mm)DC. studs(Item 2B.Floor runners to beprovided with 1-1/4 in.(32 mm)flanges,Runners secured with steel fasteners spaced 12 in.(305 mm DC, g Warning. Do Not Disturb p 9 ) 9 p ) accommodate steel studs(Item 2B).Flange height of ceiling runner shall be min 1/4 in.(6 mm)greater than max extended joint width.Ceiling concrete floor assembly. C.Gypsum Board*-Gypsum board installed to a min total thickness of 5i8 or 1-114 in. 16 or 32 mm on each side of wail for 1 or 2 hr rated B.Studs-Steel studs to be min 3-112 in. 89 mm wide.Studs cut 1/2 to 314 in. 13 to 19 mm less in length than assembly height with bottom runner secured to concrete floor slab with steel mason anchors or steel fasteners spaced 24 in. 610 mm OC. HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC-CP672 Firestop Spray or CFS-SP WB Firestop Joint Spray Through Penetration Firestop YP YP { ) ( ) ( } 9 Y 9 masonry Pa ( ) P P Y P P Y Stem 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 mm)DC. Al.Light Gauge Framing*-Slotted Ceiling Runner-(For use in applications where the nominal joint width does not exceed 1-1/2 in.or 38 mm) System except that a max 314 in.(19 mm)gap shall be maintained between the bottom of gypsum board and top of concrete floor.The hourly fire 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 fora 1 or 2 hr rated -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 2B).Slotted ceiling runner secured to concrete floor slab with steel masonry anchors or steel fasteners spaced max 24 in.(610 respectively. Hourly Rating (F-Rating) • 3.Fill,Void or Cavity Material*Sealant-Max separation between top of floor and bottom of gypsum board wall sheathing is 3/4 in. except that a max 3/4 in.(19 mm)gap shall be maintained between the bottom of gypsum board and top of concrete floor. mm)OC. Installation Date ■ (19 mm).Min 5i8 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 Contractor's Name 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 3/4 in.(19 mm).Factory CALIFORNIA EXPANDED METAL PRODUCTS CO.-CST HILTI CONSTRUCTION CHEMICALS,DIV OF HILT!INC-CP 605 Bottom of Wall Firestop Sealant,CP601S Elastomeric 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. MARINOiWARE,DIV 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-OS 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 , t F 414)/),moi 1 respectively. respectively. TELLING INDUSTRIES L L C-True-Action Deflection Track � C� Reproduced by HILTI,Inc.Courtesy of Underwriters Laboratories,Inc. MILINTII Reproduced by HILTI,Inc.Courtesy of Reproduced by HILTI,Inc.Courtesy of Reproduced by HILTI,Inc.Courtesy of ./ IMIIIMMIMI Underwriters Laboratories,inc. �,��, Underwriters Laboratories,Inc. 1141111.9r1 Reproduced Laboratories,Inc. ft LLOYD H : June 29,2015 December 21,2015 November 23,2015 November 23,2015 u_ Hilti Firestop SystemsHilti Firestop Systems Hilti Firestop Systems Pae: 1 oft Hilti Firestop SystemsPage: 2 of 2 • ge� illf - 1 r I--/t Ifilit t' if N. OF 6.%N) �, s,„.., s iF'o System No. HW-D-0209 c, System No. HW-D-0209 0 VG ssrF, N. System No. HW-D-0757 a System No. HW-D-0757 N.C u5 A1.Light Gauge Framing'-Slotted Ceiling Runner-As an alternate to the ceiling runner in Item 2A,slotted ceiling runner to consist of gale US ANSIIUL2079 CANIULC 5115 1.Floor Assembly-Min 4-1/2 in.(114 mm)thick reinforced lightweight or normal weight(100-150 pcf or 1600-2400 kg/m3)structural o byCiassifedANSI/UL2079 CAN/ULC S115 2 2 Classified by2 g g. ) 2 — steel channel with slotted flanges sized to accommodate steel studs(Item Item 2B).Slotted ceiling runner secured to valleys lower surface of AssemblyRatings-1 and 2 Hr(See Item 2) F Rating1 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*. — Underwrites Laboralores Inc Underwriters Laboratories Inc. 9 — to UL 2079 and cANA.Lcst 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)DC. to UL 2079 and CAwULC-ills 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 3/4 In.(See Item 3) FT Rating-1 and 2 Hr(See Item 2) 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 • Nominal Joint Width-1 In. FT Ratings-1 and 2 Hr(See Item 2) CALIFORNIA EXPANDED METAL PRODUCTS CO-CST '.lass!ILK Si muvernwnl 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 MARINOIWARE,DIV OF WARE INDUSTRIES INC--TypeSLT Capabilities-50%Compression or Extension FH Rating-1 and 2 Hr(See Item 2) p p FH Ratings-1 and 2 Hr(See Item 2) construction features: Extension A2.Light Gauge Framing*-Vertical Deflection Ceiling Runner-As an alternate to the ceiling runners in Items 2A and 2A1,vertical or 66%ComurE?ssiun Only A.Steel Floor and Ceiling Runners-Floor and ceiling runners of wall assembly shall consist of min No.25 gauge gals steel channels sized deflection ceiling runner to consist of ale steel channel with slotted vertical deflection clips mechanical) fastened within runner.Slotted L Rating at Ambient-Less than 1 CFM/Lin Ft FTH Rating-1 and 2 Hr(See Item 2) to accommodate steel studs item 26.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 CFMlsq ft(See g g p y ( } 9 9 9 { )9 tem 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)DC. Viaaa ii ur m rvruvunrorn Al.Light Gauge Framing*-Slotted Ceiling Runner-As an alternate to the ceiling runner in Item 2A,slotted ceiling runner to consist of I Rating At 400 F-Less Than 1 CFM/sq ft(See Item 3) Nominal Joint Width-1 In. THE STEEL NETWORK INC-VerliTrack VTD250,VTD362,VTD400,VTD600 and VTD800 Capabilities-50%Compression or Extension galv steel channel with slotted flanges sized to accommodate steel studs(Item 2B).Slotted ceiling runner secured to concrete floor slab HI Class II Movement Capabilities-19%Compression or B.Studs-Steel studs to be min 3-1/2 in.(89 mm)wide.Studs cut 1/2 to 3/4 in.(13 to 19 mm)less in length than assembly height with nr 66°%Compression Only with steel masonry anchors or steel fasteners spaced max 24 in,(610 mm)DC. 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 Us/lin m BRADY CONSTRUCTION INNOVATIONS INC,DBA SLIPTRACK SYSTEMS-SLP-TRK L RatingAt Ambient-Less Than 1 CFMIs ft(See 2A1)is used,steel studs secured to slotted ceiling runner with No.8 by 1/2 in.(13 mm)long wafer head steel screws at midheight of slot CALIFORNIA EXPANDED METAL PRODUCTS CO-CST w Lu que3) 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 Us/lin m CLARKDIETRICH BUILDING SYSTEMS-Types SLT,SLT-H Lu studs secured to slotted vertical deflection clips,through the bushings,with steel screws at midheight of each slot.Stud spacing not to MARINO/WARE,DIV OF WARE INDUSTRIES INC-Type SLT 2 L Rating At 400 F-Less Than 1 CFM/sq ft(See Item 3) exceed 24 in.(610 mm)DC. METAL-LITE INC-The System C.Gypsum Board`-For 1 hr assembly,one layer of 5/8 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 5/8 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,verticalCZe U U 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 V 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 2B).Vertical 0 )- studs shall be installed into the studs 3-1/2 in.(89 mm)below the floor. ILdeflection ceiling runner secured to concrete floor slab with steel fasteners or steel masonry anchors spaced max 24 in.(610 mm)OCee 5 The hourly fire rating of the joint system is equql to the hourly ratings of the walls. THE STEEL NETWORK INC--VerliTrack VTD250,VTD362,VTD400,VTD600 and VTD800 QLLI 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 IL • A3.Light Gauge Framing*-Notched Ceiling Runner-As an alternate to the ceiling runners in Items 2A through 2A3,notched ceiling U O Ito accommodate a max 19 percent compression or extension from its installed width.Min 5/8 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 1-~ n 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. __ • ‘, runner secured to concrete floor slab with steel masonry anchors or steel fasteners spaced max 24 in.(610 mm)OC. u • HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC-CP601S Elastomeric Firestop Sealant or CP606 Flexible Firestop Sealant or OLMAR SUPPLY INC-Type SCR • z z —Fir\I— 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 3-1/2 in.(64 mm)wide.Studs cut 3/4 to 1 in.(19 to 25 mm)less in length than assembly height with bottom j z Q TL © rod.Forming material to be recessed from both surfaces of the 2 hr fire rated wall to accommodate the required thickness of fill material. used,steel studs secured to slotted ceiling runner with No.8 by 1/2 in.(13 mm)long wafer head steel screws at mid height of slot on each p 0 0 side of wall.Stud spacing not to exceed 24 in.(610 mm)OC.When vertical deflection ceiling runner(Item 2A2)is used,steel studs secured 7 Z z 'Indicates such products shall bear the UL or CUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), 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 Z n a I ll_f ® respectively. 0 mm)OC w N C.Gypsum Board"-For 1 hr assembly,one layer of 5/8 in.(16 mm)thick gypsum board is required in the individual Wall and Partition ' O Design.For 2 hr assembly,two layers of 5/8 in.(16 mm)thick gypsum board is required in the individual Wall and Partition Design.For o e I f both hourlyratings,a max 314 in.(19 mm)gapshall be maintained between the topof gypsum board and the bottom of surface of the r` concrete floor.The screws attaching the gypsum board to studs at the top of the wall shall be located 1 in.(25 mm)to 1-1/2 in.(38 mm) • below the bottom edge of the ceiling runner. o I I / I The hourly ratings of the joint system are dependent on the hourly rating of the wall. n I 1/ 3.Fill,Void or Cavity Material*-Top Track Seal-When max separation between the bottom of floor and top of wall is 1/2 in.{13 mm),the • joint system is designed to accommodate a max 50 percent compression or extension from its installed width.When max separation between I the bottom of floor and top of wall is 3/4 in.(19 mm),the joint system is designed to accommodate a max 66%compression only from its 1.Floor Assembly--Min 4.112 in.(114 mm)thick reinforced lightweight or normal weight(100-150 pcf or 1600-2400 kgl1713)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 N- 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 *Indicates such products shall bear the UL or CUL Certification Mark for jurisdictions employing the UL or CUL Certification(such as Canada), in the individual U400,V400 or W400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following respectively. construction features: A.Steel Floor and Ceiling Runners-Floor and ceiling runners of wall assembly shall consist of min No.25 gauge galv steel channels sized to accommodate steel studs(Item 2B).Flange height of ceiling runner shall be min 1/4 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" -mPH 1j11.11 - Reproduced by HILTI,Inc.Courtesy of 1114 IW�' �,LTReproduced by HILTI,Inc.Courtesy of , Reproduced by HILTI,Inc.Courtesy of m,m�, Reproduced by HILTI,Inc.Courtesy of Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. February 23,2015 Hilti FirestopSystems February 23,2015 Hilti FirestopSystems December 22,2015 Hilti FirestopSystems December 22,2015 Hilti Firestop Systems I Page: 1 of 2 Y 'Page: 2 of 2 Y I Page: 1 of 2 Y I Page: 2 of 2 1 N N SS N N ��g5 fF,� System No. HW-D-0342 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. c (. �G System No. HW-D-0572 o System No. HW-D-0$72 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 0 0 0 C US ANSI/UL2079 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 C US ANSIIUL2079 CAN/ULC S115 Ciess30ed by = the following construction features: 2 C ossified by 2 S— Underwriters Laboratories.Inc Assembly Rating-2 Hr F Rating-2 Hr A.Floor and CeilingRunners-J-shaped runner,2-112 in. 64 mm wide with unequal legs of min 1.114 in. 32 mm and 2 in. Underwriters Laboratories,Inc Is UL 2C70 and CAN ULC-s115 P ( } q 9 ( ) to UL 2079 and CAwULGs115 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 galv steel.Runners positioned with short leg toward finished side of wall.Runners attached to Bl.Light Gauge Framing"-Slotted Ceiling Runner-As an alternate to the ceiling runner in Item 2B,slotted ceiling runner to consist of galv ° 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€n. 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 1I4 in.(6 Class II Movement Capabilities-8%Compression and FH Rating-2 Hr B.Light Gauge Framing'-Slotted Ceiling Track-(Optional)Slotted ceiling track shall consist of gale steel channels with slotted Class II Movement Capabilities-50%Compression mm)greater than max extended joint width.Slotted ceiling runner secured with steel fasteners located not more than 2 in.(51 mm)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 CFM/lin 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/fin 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 Nominal Joint Width-1-112 In. CLARKDIETRICH BUILDING SYSTEMS-Type SLT,SLT-H • • Class II Movement Capabilities-8%Compression and MARINO/WARE,DIV OF WARE INDUSTRIES INC-Type SLT MARiNO/WARE,DIV OF WARE INDUSTRIES INC--Type SLT Extension B1.Light Gauge Framing Members"-(Optional Not Shown)-As an option,the steel studs(Item 20)may incorporate vertical deflection clips Class II Movement Capabilities-50% Compression METAL-LITE INC-The System •L Rating At Ambient-Less Than 1 CFM/lin ft for attachment to the ceiling runner(Item 2A)in accordance with the manufacturer's instructions. and Extension SCAFCO STEEL STUD MANUFACTURING CO-Slotted Track THE STEEL NETWORK INC-VertiClip SLD 150. 0 TELLING INDUSTRIES L L C-True-Action Deflection Track L Rating At 400 F-Less Than 1 CFM/lin ft C.Steel Studs-C-H-shaped studs,2-1/2 in.(64 mm)wide by 1-1/2 in.(38 mm)deep,fabricated from min 25 MSG galv steel,cut to C.Steel Studs-C-H shaped studs,min 4 in.(102 mm)wide by 1-1)2 in.(38 mm)deep,fabricated from 25 MSG gale steel,cut to 0 lengths 3/8 to 1/2 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 3/4 to 1 in.(19 to 25 mm)less than floor to ceiling height and spaced 24 in.(610 mm)OC. 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 D.Gypsum Board*-Nom 1 in.(25 mm)thick yp gypsum board liner panels.Panels cut 1-1/2 in.(38 mm)less in length than floor to ceiling finished side of wall only with No.6 by 1/2 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 1/2 in.(13 mm)long self-drilling,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 5/8 in.(16 mm)thick gypsum board applied vertically in one or two layers for 1 hr and 2 hr fire rated 4 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 1-1/2 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 1-5/8 in.(41 mm)long Type S steel screws spaced max 12 in.(305 mm)DC. 1 I board attachment screws are to penetrate the ceiling runner or slotted ceiling track. op Q E.Gypsum Board*-Gypsum board sheets, 1/2 or 5/8 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 o a) 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 1/2 in. gypsum board and the bottom surface of the concrete floor.The screws attaching the gypsum board layers to the C-H studs shall be located (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: J-runner and slotted ceiling track. 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 REVISIONS N 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.Materia#compressed 50 percent and installed within ceiling runner above top of liner M / 1 iv \\` 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 panel.Material compressed and installed on finished side of the wall between the top of the gypsum 16-OCT-2018 BUILDING PERMIT RESUBMITTAL �` ��: installed width.The joint system consists of the following: 0 board and the bottom of the floor,flush with the surface of the wall. re 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 20 ROCK WOOL MANUFACTURING CO-Delta Board ISSUES o 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 INIMIIIMMIIMINIIIII C finished side of wall.Min 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 • PLUME CT NUMBER DRAWN BY CHECKED BY SD ■ io bottom of concrete floor. Al.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 I HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC-CP 606 a 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 ® 'Bearing the UL Classification Mark ® 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 MIIIMMin bottom of the floor,flush with the surface of the wall. ,–iI I 1(V HILT,CONSTRUCTION CHEMICALS,DIV OF HILTI INC-CP 767 Speed Strips Lp m ✓ B.Fill,Void or Cavity Material*-Min 1116 in.(1.6 mm)dry thickness(118 in.or 3.2 rnm wet thickness)of fill material sprayed or troweled within ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE N1.Floor Assembly-Min 2-112 in.(64 mm)thick lightweight or normal weight(100-150 pcf or 1600-2400 kglm3)structural concrete.Floor may also THE ORIGINAL AND UNPUBLISHED WORK Of THE ARCHITECT AND MAY stud cavity and on finished side of the shaft wall to completely cover mineral wool forming material.Fill material to overlap a min of 1/2 in.(13 consist Of any min 6 in.(152 mm)thick UL Classified hollow-core re Precast Concrete Units*. NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN See Precast Concrete Units(CAZT)category in the Fire Resistance Directory for names of manufacturers. mm}onto gypsum board and coifing runner within stud cavity.Fill material to overtop 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 HILL ARCHITECTS aJ ine 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: UIndicates such products shall bear the UL or CUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), A.Floor and Wall Runners-(Nat Shown)-J-shaped runner,sized equal in width to steel studs(Item 2C),with unequal legs of 1 in. respectively. ¢ APENETRATION (25 mm)and 2 in.(51 mm),fabricated from 24 MSG galv steel.Runners positioned with short leg toward finished side of wall.Runners FIRE 1❑ AT E D 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)DC. B.Ceiling Runner-Ceiling runner shall consist of galv steel channel sized to accommodate steel studs(Item 2C).Flange height of ceiling L 0 i runner shall be min 1/4 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. LO0 a cee o �,��, M,��, Reproduced byHILTI,Inc.Courtesyof MI��, Reproduced by HILTI,Inc.Courtesy of �, a�, Reproduced tbyo HILTI,Inc.Courtesy of Reproduced by HILTI,Inc.Courtesy of P Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Q March 23,2012 March 23,2012 November 23,2015 November 23,2015 r\I„ 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 I Page: 2 of 2 C .. A837 a, 0 10 ■ 9 • 8 • 7 • 6 • 5 ■ 4 • 3 • 2 • 1 10 I 9 a 8 a 7 a 6 a 5 a 4 a 3 ■ 2 a 1 iisommia �� srF,� Wall Opening Protective Materials (CLIV, CLIV7) Wall Opening Protective Materials (CLIV, CLIV7) w Wall Opening Protective Materials (CLIV, CLIV7) Wall Opening Protective Materials (CLIV, CLIV7) W NOTES; C us — — zCY) z 1. Penetration Details shown are typical details. Refer to the listed system detail for complete system requirements. p-Il C:assiceddy 0 0 O 0 If field conditions do not match requirements of details, approved alternate details shall be utilized. Verify design Underwriters Lad vaIores Inc CO CO CO roUL263aid CAN,ULC-s131 a a a ate. requirements, field conditions and dimensions for compliance with details, including but not limited to the following: CO 0o Fire Rating (F Rating) HILL COCO LIJ Temperature Rating (T-Rating) cc ce 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 ce it Nonmetallic Outlet Boxes in framed wall assemblies as specified below.When protective material is used on outlet boxes on both sides of LT 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 LL Leakage Rating (L-Rating) a 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) ARCHITECTS = 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 a Annular Space = N Power Cable vs 1/8 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. ch a Steel Stud or u a a Percent Fill 1 7 5 0 BLA NKENSHIP ROAD h v outlet box(except for the side of the outlet box against the stud)and conduit fittings/connectors and to completely seal against the stud and c� CP 617 or CFS-P PA Firestop Putty Pads,for use with max 14 by 4 by max 2-1/2 in.flush device UL Listed Metallic Outlet Boxes installed with Ls Movement Wood Stud (Not Shown) gypsum board in the wall cavityunless otherwise noted below.When CFS-P PA is used,the puttypads maybe installed with the release ti 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 1 or 2-Hr. Gypsum SUITE 4 0 0 *‘16118"thick CP617 a P ,c7 liner intact on the outside of the pad with the exception of any overlaps,in which case the liner is to be removed from the bottom layer at the a walls and min 3-1/2 in.deep wood or steel studs for 1 hr fire rated walls.Walls constructed as specified in the individual U300,U400 or V400 in Type and thickness of fire-rated �� Wall Assemblya or CFS-P PA overlap location.The box composition,max device dimensions,hourly rating,type of stud and type of faceplate are specified below. Series Wall and Partition Designs in the Fire Resistance Directory.Stud cavity insulation is required and shall consist of min 5-1/2 in.(2 hr r� construction, WEST L I N N . OREGON 9 7 0 6 8 1 or 2 Hr Gypsum Wall (2-Hr. Shown) CP 617 or CFS-P PA Firestop Pu Pads,for use with max 4 b 4 b 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 pcf)or mineral fiber(min 4 pcf).Putty pads shall lap min 112 in onto the ' Firestop Putty Pad -\ : p Y Y Minimum & maximum width of Joints. HI 503 . 305 . 5033 FAX 503 . 305 . 5034 Assembly(2 Hr Shown) i \ steel cover plates in 1 and 2 hr.fire rated gypsum wallboard wall assemblies framed with min 3-1/2 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 Wall 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 4-11/16 by 4-11/16 by max 2-118 in.,or max 4-3/8 by 4-7/8 by max 2-1/8 in.,flush CP 617 or CFS-P PA Firestop Putty Pads,for use with max 4-11/16 by 4-11/16 by max 2-1/8 in.flush device UL Listed Metallic Outlet Boxes 3. If alternate details matching the field conditions are not available, manufacturer's engineering judgment drawings r I device UL Listed Metallic Outlet Boxes installed with steel coverplates for use in 1 hr fire rated V446installed with steel or plastic cover plates for use in 1 and 2 hr fire rated are acceptable subject to approval bythe AuthorityHaving Jurisdiction AHJ Contact Hilti Inc. for alternative Wood Stud or gypsum board/steel stud or U341 gypsum board wall assemblies framed with min 5 112 in.deep steel p J pp 9 { ) Firestop Box insert gypsum board/wood stud Walt 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 manners cifietl in the individual U400 or V400 Series Wall and Partition Desi ns in the Frre systems or Engineering Judgment 800-879-8000 Drawings shall follow the International Firestop Council IFC ■ Steel Stud(Not Shown) g ry g g Y 9 9 9 { ) 9 A { ) sheathed with 518 in.gypsum board.and glass or mineral fiber batt insulation shall be installed in stud cavities in accordance with 0341 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. ■ mumiimiimeno I\A j 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 f \ V CP 617 or CFS-P PA Firestop Putty Pads,for use with max 4-11/16 by 4-11/16 by max 2-1/8 in.flush device UL Listed Metallic Outlet Boxes or conduit within the outlet boxes.Metallic outlet boxes may be provided with steel attachment brackets which offset box min 1/4 in.from stud. UL Listed Non-Metallic Outlet When steel attachment brackets are used,putty ad to be affixed to the back and all four sides of the box. 4, References: -- — installed with steel cover plates for use in 1 and 2 hr fire rated gypsum board wall assemblies framed with min 3-112 in.deep wood or steel P y P ,. - / 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 4-11116 by 4-11!16 in.by max 2-118 in.flush device UL Listed Metallic Outlet Boxes installed 2017 Underwriter's Laboratories �I f UL Listed Metallic Outlet Box the Fire Resistance Directory.Min 0.8 pcf density fiberglass batt insulation is to be installed within the wall cavity required for 1 hr fire rated with steel 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 Fire Resistance Directory, < ',i (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 0400 and V400 Series Wall and Partition Designs in the Fire Resistance Directory.An Volumes 1 &2. UL Listed I additional 314 in.ball of putty ad material shall be used to plug the end of each electrical metallic tube or conduit at its Gonne ti n to the x ( ' CP 617 orCFS-P PA Firestop Putty Pads,for use with max 4 by 3.314 by 3 in.deep UL Listed Nonmetallic Outlet Boxes manufactured by P Y P P 9 c o e bo NEPA 101 Life Safety Code i\A Non-Metallic Outlet Box1� 4 Carlon Electrical Products,made from polyvinyl chloride,and bearing a 2 hr rating under the"Outlet Boxes and Fittings Classification for Fire CFS-P PA Moldable Putty Pads,for use with max 4 by 4 by 2-1/8 in.flush device UL Listed Metallic Outlet Boxes installed with steel or plastic III II 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 NFPA 70 - National Electric Code (Refer to UL listing) • 11/5---- -.:6 --; �, 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 Directo Outlet box secured to wood stud b means of two naiiin tabs su lied with the outlet box.Puttball of puttypad material shall be used to plugthe end of each electrical metallic tube or conduit at its connection to the box. ee FIRESTOP BOX ry Y 9 pP y pads shall lap min 1/2 UL Listed �„T' in.onto the stud and gypsum board within the stud cavity.Outlet boxes installed with steer or plastic cover plates. CFS-P PA Moldable Putty Pads,for use with max 14-1/4 by 4-1/2 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 INSERT / `/ 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 3-1/2 in.deep steel studs and constructed of the materials and in ratingequal orgreater to that of construction beingpenetrated. 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 3/4 in. q (Refer to UL listing) Resistance"category in the Fire Resistance Directory.Putty pads and boxes for use in the 1 hr fire rated V446 gypsum board/steel stud or 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. i U341 gypsum board/wood stud Wall and Partition Design in the Fire Resistance Directory.When U341 wall design is used,wall shall be HILT!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 I 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. Zft,„,,„„------__ design.Outlet box secured to steel stud by means of fastening tab supplied with the outlet box.Putty pads shall lap min 112 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 1. • 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 Through Penetration Firestop CP 617 Firestop Putty Pads,for use with max 2-1/4 by 3-314 by 2-3/4 in.deep UL Listed Nonmetallic Outlet Boxes manufactured by Pass and device dimensions,hourly rating,type of stud and type of faceplate are specified below. ___________> 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 4-11/16 by 4-11/16 by 2-1/8 in.deep UL Listed Metallic Outlet Boxes without internal clamps in 1 ort System Resistance Directory.Putty pads and boxes for use in 1 and 2 hr fire rated gypsum wallboard assemblies,framed with min 3-1/2 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 or V400 Series Wall and Partition Designs in the Fire Resistance Directory.Outlet boxes in 1 hr Hourly Rating (F-Rating) ■ c Is box secured to wood stud by means of two nailing tabs supplied with the outlet box.Putty pads shall lap min 1!2 in.onto the stud and fire rated walls may be installed with plastic or steel cover plates.Outlet boxes in 2 hr fire rated walls shall be installed with steel cover plates. Installation Date ■ VAL L ' gypsum board within the stud cavity.Outlet boxes installed with steel or plastic cover plates. One 4.318 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 4-3/8 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 1-1/2 in.deep and 2-1/8 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 m#n 3112 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 as classified by _ : wallboard assemblies,framed with min 3-112 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 3-3/4 in.insert adhered to the interior back wall of the outlet box in accordance with the instructions * 1 1 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 3-3/4 in coverage. �� pi,J. a:13=1 Reproduced by HILTI,Inc.Courtesy of M'limn"' Reproduced by HILTI,Inc.Courtesy of �'��' Reproduced by HILTI,Inc.Courtesy of �,I�' Reproduced by HILTI,Inc.Courtesy of Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. Underwriters Laboratories,Inc. LLOYD H % , Hilti FirestopSystems December 07,2016 Hilti FirestopSystems December 07,2016 Hilti FirestopSystems December 07,2016 Hilti FirestopSystems December 07, IL �4 / y Page: 1 of 5 Y I Page: 2 of 5 Y 'Page: 3 of 5 Y I Page:4 of 5 I 1. , VE/tri OF d �o I_ Wall Opening Protective Materials (CLIV, CLIV7) W cn _2 Box Type of Box Hourly Wall 0 m • Size and Cover Plate Rating Type a ■ 0 4 x 4 x 2-1/8 in Metallic wl steel cover U300, U400 or V400-wood or steel ~ 2-hour u) deep plates studs ee 4 x 4 x 2-1/8 in Metallic w/plastic cover 1-hour U300, U400 or V400-wood or steel deep plates studs a 4 x 4 x 1-1/2 in Metallic w/plastic cover deep plates 1-hour U300-wood studs u_ Hd HILTI Firestop Box Insert,for use with max 2118 x 4 x 2118 in.deep UL Listed Metallic Outlet Boxes without internal clamps in 2 hr fire rated gypsum wallboard wall assemblies framed with min 3112 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•-LJ 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 ,�, LL, instructions supplied with the product. HILTI Firestop Box Insert,for use with max 4-1/2 x 8-1/2 in.by 1-5/8 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 HI O 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 at.) adhered to the interior back wall of the outlet box in accordance with the instructions supplied with the product. 0 J Box Size Inserts Used Fire Rating Wall Type r o~4. ee 4-1/2 x 8-1/2 x 1-5/8 in U300, U400 or V400-wood or U O deep Two 3-11/16 x 3-3/4 in.inserts*� 2 hour steel studs 4e::.< 1-- c0 eel 3-3/4 x 5-1/2 x 2-1/2 in One 3-11/16 x 3-3/4 in. insert and 1 hour U300, U400,or V400-wood or a j deep one 1-7/8 x 2-13/16 in.insert steel studs w eu "-Min 3/4 in.deep plaster rings installed over outlet box.After installation of gypsum board, nom 1/4 in. > thickness of Hilti FS-ONE Sealant or FS-ONE MAX Intumescent Sealant, bearing the UL Classification Marking 0 ❑ for Fill,Void or Cavity Materials, applied between the base layer of wallboard and the plaster ring. Z z n re w 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 ree O er 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 0 w re- manner specified in the individual U300,U400 or V400 Series Wall and Partition Designs in the Fire Resistance DirectoryOne 4-3/8 in,wide by 4-318 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 ' o the outlet box.Outlet boxes installed with plastic or steel cover plates. n 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 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,One 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 N 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 1-112 in.(102 by 102 by 38 mm)deep flush device tit.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 1/2 in.(13 ■ ■ mm)at the seam.An insert pad shall be installed to completely cover the back inside surface of each outlet box. I-411— THIS WIDTH SHOULD BE 3" 'MI,16�, Reproduced by HILTI,Inc.Courtesy of Underwriters Laboratories,Inc. Hilti Firestop Systems December 07,2016 I Page: 5 of 5 Li U ■ ■ co cio R.EvtsioNs kciN m 16-OCT-2018 BUILDING PERMIT RESUBMITTAL L_ [SR ES 10 t MiiIIIMIIMIIIIIM U C LE ■ PROTECT NUMBER DRAWN BY CHECKED BY O ■ i • 16761 KT RLC rn V i ri All DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE lip THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECTAN MAY N CID NOT BE DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN .--I CONSENT Of THE ARCHITECT. +J ®2018 EMI ARCHITECTS ru ce U Q < FIRE RATED PENETRATION y a r, EYRIES cfs0 0 co 0 N 00 .. A838 10 ■ 9 ■ 8 ■ 7 ■ 6 cti ■ ■ in 5 ■ 4 ■ •3 a •2 1 10 ■ 9 ■ 8 • 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 Limii GRID U '— INTERIOR v, EXTERIOR L� 0I L�0 HILL :. , ,, FIBER CEMENT LAP SIDING ARCHITECTS 112"x 2" P.T. FURRING WITH BUG = O. ' SCREEN AT BOTTOM 1 750 BLANKENSHIP ROAD GRID ' ! _l WATER RESISTANT BARRIER OVER SUITE 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 . 8034 2x WALL FRAMING VD n MEMBRANE FLASHING (SHOWN DASHED) L9 Li FLOOR FINISH . OVER SHEATHING/CONCRETE PRIMER. C/l V O O • ii — FLOOR LEVEL S ■ a - - BOT. OF SIDING 14: ' • VINYL WINDOW 1 . •.• .'° . FI:::....:-:;:—L--1NIS— —H GRADE CONCRETE se MI _ li .-,- a. ,_ i_ %%%\ \!,,,-,–) . tv _,. r /// 0 %% SECTION VIEW I INTERIOR - - I EXTERIOR E'''/ WALL BASE AT SOIL 4 iii = FIBER CEMENT TRIM --*/' A850 ASSEMBLY SCALE: 1 1/2" = V-0" iii; PRECAST CONC, SILL • � i ■ GRID GRID WALL SHEATHING GRID v U INTERIOR GRID EXTERIOR o ' INTERIOR = o EXTERIOR o� o� FIBER CEMENT TRIM U 1 A" I i �1 LSI • i �, WALL INSULATION '� 4 T;Z?7Z?72%72=7Zsi s7 is7sT 7's 1 u n /�irr,Fri. S�1s�� — WALL SHEATHING o 2x WALL FRAMING 4 1/2 x 2 P,T FURRING WITH BUG N o '�� 3/8" 17 A DIA. HORIZONTAL CABLE � ' % ,�=,��=,��=;�'=�� SCREEN AT BOTTOM ft LLOYD ' 1-1/2" x 1-1/2"" METAL POST '� ""' '' ' "/ ,I WALL SHEATHING ,� ° lea,res.71.4, RIGID INSULATION EEEEL:G " WATER RESISTIVE BARRIER WALL INSULATION - ING _'- 1 2" x2" PTFURNGWITH BUG r =, 1=,=;/, 's%, x WALL FRAMING I •- k; C Q WATER RESISTANT BARRIER -,), //'1 / WATER RESISTANT BARRIER OVER ► /�,1.;.__,.__,?_,,_/ 6 CMU ANCHORED MEMBRANE (S.A.M,) VERT. AT FLASHING OVER FLASHING WALL INSULATION ' ^ r�r. rr � 1' c� WALL INSULATION FLASHING ! ► /,.l�.l-.1-.1_ MASONRY VENEER CORNER,TYP. I ,� F 4% ";=,c-111-=,'_=, • �:. FIBER CEMENT TRIM 4 O P.T. CONCRETE SLAB 1 2"AIR SPACE ► * i-;.,,-;"i/ I FIBER CEMENT LAP SIDING0 1 IW" = FLASHING WITH MASTIC ADHESIVE 2x WALL FRAMING SLOPED AT DECK I i► ;Y:A:'1 ?''? — i SEALANT " � o BETWEEN FLASHING AND TOP OF ( ) r.;1s= / -,..4.-/-44� 1 AIR SPACE LAUNDRY VENT W/INTEGRAL FLANGE 6 CMU ANCHORED MASONRY VENEER ► � 1' '';" �� FLOOR FINISH �' m CONCRETE WALKWAY SLOPE 1/4" PER FT S; `: 2x WALL FRAMING .,��,,�,_,1A-,�., I� /moi - tri ■ `1.-Tc� FLOOR LEVEL , I. / . ;�� G �� 1 „ S 1 ' -i •_ _ FLOOR LEVEL /,_' ,, . /ice 1 2 x 2 P,T, FURRING WITH �. � 1.I x- �i'�� '��i1-'i / / BUG SCREEN AT BOTTOM li i�.-:.� �.� MASONRY VENEER $1, _�'= ?'� `,=�,;;aA; ANCHOR �i III ' — �'"'"'"' ' r/......, 1"x 5 1 2" FIBER CEMENT r ——— — ' • ° CONCRETE WALKWAY • ' - P T CONCRETE SLAB �' I = TRIM • • — SEALANT RI _.. -... . ' . . , ,_,,,=�-% � - "' _ � EXPANSION JOINT • ; ;r,'as� 4� M GRID F.O. CONC. r� ► i/%% • F O 5HTG a ► 4 SHEET METAL �/ -d: - �,_�,� �i ,;� /�/,�/,,�/,,J,,,�,,- /� FIBER CEMENT TRIM • , d �� , , FLASHING ��,, •,•',%��,•��,��,,��;iii�i//iji/ji%ii%ice/moi // FLODR ASSEMBLY _ ` ` ' CONCRETE H _ 4`: / s-- �/ /I / .i�,.iG.iiG/i�,//C,rG., 1/2"x 2" P.T. FURRING WITH BUG ?"T',�� FINISH FLOOR - • a° V /4....177::1;-,;:f0 1 " 1 '+�� 'I SCREEN AT BOTTOM • Y ,. •° - `� �S i-,.' -. SEALANT �_ ^—' �� / / WEEPS @ 32 O.C. WATER RESISTIVE BARRIER w �� w LU f i,'V3� `; / 42'''. P /•�— STEEL LOOSE LINTEL SECTION VIEW PLAN VIEW kitSECTION VIEW SECTION VIEW z -———— _._ rw., ♦�+��♦�•�•� FLOOR LEVEL O DECK AT MASONRY WALL . 1'°- d-- - --a: �: . : ` :•i -- • 'i�i�i�i�ii�i�i� EXTERIOR CORNER DETAIL #1 FLASHING AT VENT HOOD WALL BASE AT PAVING e A850 CMU SILL AND CABLE RAILING SCALE: 1 1/2" = 1'-0' ° : , ,,. ' Q .'_ ; . ,�� A850 FIBER CEMENT OUTSIDE CORNER TRIM SCALE: 3" = 1'-0" A850 ASSEMBLY SCALE: 11/2" = 1'-0" A850 ASSEMBLY SCALE: 11/2" = 1'-0" Lu .. "e•'tl61•- °'•d "..-• 3 • i •`.- ---•- • --•;°' -. *� ��:. DRAINAGE MAT OVER .< 7 4 ,d. .4►��4]� W.R.B. • °=4 '�• �.� .. • . •., ; a-•- •- *, ' - ♦..��.♦. FIBER CEMENT LAP SIDING 1..W z z *.-, f''- . _4- -,- WATER RESISTIVE BARRIER - •, '. - .• 4 �� (- GRID < < • • INTERIOR GRID WALL SHEATHING �. SELF-ADHERED MEMBRANE FLASHING GRID °z z GRID ie .. ��- .. • .4 : ' ♦��♦ o z (DASHED) Z ri R INTERIOR EXTERIOR - - W 1/2" x 2" P.T. FURRING WITH BUG H z d = o p o SCREEN AT BOTTOM Ln v ,,,-• - �� ". - WALL INSULATION L: o o >. o L„ 4 '. : : . 4 • o o S.A.M. OVER FLASHING �1" AIR SPACE -.� -. - _-T •r .. ` t•+ •-e-d• •° ' ted. -- 6 LL. L: I of ° _ _ 2x WALL FRAMING �� FLASHING OVER MASTIC ADHESIVE *, 4 • ' �� y TO TOP OF CONCRETE l'� / '%,��/ 0 1 , FIBER CEMENT LAP SIDING •• „ ,.I� E[F5 K �� -y,:l :� a 1 i4 LIIIIP--14111. y , u a d°~• . •, ♦•••♦♦� 2x WALL FRAMING Y �— ,,I.74 I-- — l 1/2 x 2 P,T. FURRING WITH BUG ° .} • ;. d . �� — ,j CONCRETE TOPPING SLAB OVER �� ti%5,?; SCREEN AT BOTTOM ▪ n° ' d ,, ! �� SHEET METAL FLASHING I DRAINAGE MAT OVER WATERPROOFING �� `%`'/ 6" CMU ANCHORED MASONRY VENEER • _ WATER RESISTANT BARRIER 4. ill._ _ 1 FLOOR LEVEL WALL INSULATION OVER FLASHING ; WALL INSULATION r •: .74.1-1:1, � ? r 14,41,741/1/4°:r. �� N -n , ,,.r i- V DRIP i�: - PLYWOOD SHEATHING AT DECKS �� -,1 - — = GALVANIZED METAL FLASHING to WALL SHEATHINGMASONRY VENEER ANCHORS 2x WALL FRAMING \ _}STOREFRONT WINDOW �� F.O. SHTG - 104110110.-- ) A �3cs�., ..-"--- II T&G DECKING a, ;�=�� \ . —� - •.;;, { 1/2" RIGID INSULATION ■ �� 1"x 5 1/2" FIBER CEMENT TRIM F.O. CONC. ► rrul II II O. — i mi. _= `/? )A / ■ _ ;/� __ , �� •'-' i?�?, WRB OVER WALL SHEATHING � LEDGER �� ' ' % ? THIS WIDTH SHOULD BE 3" - ::: _ FIBER CEMENT LAP SIDING �► „?-,;,? g '� SEALANT AWNS l'ii,iiv, — \ ,15?� 3 4" CHAMFER _ ,I ECTION VIEW ! 2x2 CEDER TRIM .: .„:, • S.A.M. OVER FLASHING �_ „_''�I/2 x 3 WOOD BLOCKING S II = ; 'fr'?5/ 3'-0” A,F,F.' 1/2"x 2" P.T• FURRING WITH ALUMINUM ZINC FLASHING 'r � ' � BU SCR)=EN AT B TTM i �_ � a TA. CONCRETE VENEER�fG 0 O +♦�� WATER RESISTANT BARRIER 12" WIDE SELF ADHERED FLOOR ASSEMBLY —� 1/2" x 2" P.T. FURRING WITH BUG ! �� I ! °_ UNDER FLASHING MEMBRANE (S.A.M.) (DASHED) �� SCREEN AT TOP NON BEARING STEEL �� , - 4 MASONRY VENEER ANCHORSa STUD WALL OP— ° ' U �� VERT. AT CORNER ° FIBER CEMENT LAP SIDING WATER RESISTIVE BARRIER +�~ �� ° •':-:-4 6 1/2" PRECAST CONCRETE SECTION VIEW PLAN VIEW EXTERIOR (w,R.B.) r� ' ANCHOR VENEER SECTION VIEWio �, - • '' 4. g FLASHING AT TRIM 12 STUCCO HEADER AT MASONRY WALL 10 EXTERIOR CORNER DETAIL #2 6 DECK TO WALL INTERIOR • �� ' , a � V EXTERIOR A850 SCALE: 1 1/2" = 1-0" A850 SCALE: 3" = 1'-0" A850 SCALE: 3" = 1'-0" A850 SCALE: 1 1/2" • 1'-0" � I, A '- ASSEMBLY CMU SILL AND WINDOWS FIBER CEMENT INSIDE CORNER TRIM ASSEMBLY OP- -4 . . r' 1 • / 5-6" MAX, SPACING BETWEEN POSTS /, 7/8", �, 4" �, BEAM FLASHING SADDLE WITH END ► SEE ELEVATIONS FOR PATTERN MAX. —= [ I FINISHED EDGE OF WALL 1-1/2'' 2"x METAL TOP RAIL WITH �, 24 GA. GALVANIZED DAM AT WALL BEYOND ° l OR COLUMN ADJACENT CAPPED AND FINISHED ENDS, POUR STOPIDRAIN CONCRETE TOPPING SLAB (BROOM SW- :-.•I, °.., `. :- d.a INTERIOR GRID EXTERIOR I J . • TO GUARDRAIL 4„ FINISH) OVER DRAINAGE MAT OVER r= , I� ,,:. ,.-• - M • I 1-1/2" x 1-1/2" METAL POST }, f, WATERPROOFING =� •'` _ a—: ,•� + _ " - 26 GA. DECK EDGE -�-•— ate 1' :•- WEEPS @ 24" 0.C, ulI r` • 314" x 1-112°" METAL RAIL v FLASHING PROFILE `� a1 {PRE-PRIMED FOR • FLOOR FINISH � " F GROUT JOINT(OMIT AT WEEPS) m w ": co ti r FIBER CEMENT LAP SIDING en ` ''� PAINT — — —7 DECK GUARDRAIL ASSEMBLY �' a m 4W r; 1/2" x 2" P,T, FURRING WITH BUG - �` 3/8" DIA. HORIZONTAL CABLE I I — _ _ —— FLOOR LEVEL ii- } SCREEN AT BOTTOM 3-7/8" MAX OPENING AT PERIMETER OF :'i • • . ' Y°. ` `_ M = • NOTE: SLOPE 1/4" PER FT. x I SLAB : :d = ; = - 3/4" CHAMFER TYP. r. WATER RESISTANT BARRIER ¢, _ `P POWDER COATED FINISH • 40 ° m WALL INSULATION ` REVISIONS m _ 1 OVER FLASHING M M M I FLOOR LEVEL I GALVANIZED METAL FLASHING N 1• a I: r -‘i. ° e," -� .4 `• 'e- CONCRETE WALKWAY 16-OCT-2018 BUILDING PERMIT RESUBMITTAL ro �_ I y GALVANIZED METAL FLASHING _ - • J • a' / - 2x WALL FRAMING . a° - - ,4 .. ISSUES C >_ a� ; I M °• .E_.q- 4'-4, ,,Y �; ,w PLYWOOD SHEATHING AT DECKS ° .. •- .e• a-• .t . ' •6 '•r.. CLoolmt � - a 401 ,■ I M f U] 1 1 1 1--71 %-4_ ■ PROJECT NUMBER DRAWN EY CHECKED BY L ALUMINUM ZINC FLASHING , ' � ! T&G DECKING; RE: STRUCTURAL � M, • 3/4"x 1-1/2"" METAL RAIL 4 ` > ! - - - _ , .. .- — 1 16761 AO/KT RLC iminimmimmili u �, FINISHED TOP SURFACE �/ T GUARDRAIL WITH 1" SPACER1 ° •,� ; . OF DECK OR WALKWAY — %� RE: CONNECTION PER STRUCTURAL ° %CI E ` SEE STRUCTURAL DRAWINGS FOR '' - EXTEND FTG,TO SUPPORT VENEER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE `rte° O.k; I M ADJACENT TO GUARDRAIL RQUIRED CONNECTION DETAIL �� -- --- WOOD BLOCKING (SOLID BLOCKING : � : '•-;a• ' ,°- - THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY MD -'4Ira \ TO WOOD BEAM. GUARDRAIL ' ° • 4a••°_ NOT BE DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN ;/ `� AT GUARDRAIL CONNECTION) • CONSENT OE THE ARCHITECT. �— WATER RESISTANT BARRIER LENGTH OF EXTENSION OF FABRICATOR TO DESIGN WELDED C 2018 HILL ARCHITECTS UNDER FLASHING POSTS BELOW DECK I ,� CONNECTION TO STEEL BEAMS, FIBER CEMENT TRIM {PRIME ALL I F SURFACE VARIES, EXTEND _ SURFACES) u y AS REQUIRED TO CENTER a !_1 _ 4 CONNECTION PATTERN ON - BEAM RE: STRUCTURAL 4 1" x 1-112" FLAT BAR SPACER TO NOTE: EXTERIOR DETAILS E - ADJACENT BEAM. _ ALLOW FOR DECK EDGE, OR ALL EXPOSED SURFACES TO HAVE SECTION VIEW a — \ FLASHING DRIP EDGE. PAINT FINISH SECTION VIEW M , SECTION VIEW 1 ELEVATION VIEW SECTION VIEW 66 (-2) Z FLASHING AT LAP SIDING3 TYPICAL GUARDRAIL AT DECKS (5- DECK EDGE AT BEAM WALL BASE #2 — TYP ° 00 o A8ASSEMBLY SCALE: 1 1/2" = 1'-0" A850 ASSEMBLY SCALE: 1" = 1'-0" A85o ASSEMBLY SCALE: 11/2" • 1'-0" A850 ASSEMBLY SCALE: 11/2" = 1'-0" al 1 ,--1 A850 ,.. 10 • 9 • 8 • 7 • 6 • 5 • 4 • 3 • 2 . 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 DOOR SCHEDULE DOOR SCHEDULE DOOR 1 DOOR FRAME 1 1 DETAIL LOCATION DOOR DOOR SCHEDULE REMARKS: p—I DOOR FRAME DETAIL LOCATION DOOR # QUANTITY TYPE WIDTH SIDELIGHT HEIGHT MAT, I FIN. RO WIDTH RO HEIGHT MAT. FIN. FIRE RATING HEAD 1 JAMB THRESHOLD REMARKS DOOR# QUANTITY TYPE WIDTH SIDELIGHT HEIGHT 1 MAT. FIN. RO WIDTH RO HEIGHT I MAT. FIN. FIRE RATING HEAD ' JAMB THRESHOLD REMARKS 100A 1 Y ZD'-D" 8'-4" 20'-4" 8'-8" - 15/A901 12/A901 3, 505D 1 S 9'-8" 71-10" --- 1. DOUBLE EGRESS DOOR WITH MAGNETIC HOLD OPEN 101A 1 A-A 6-0" 71-0" 1 61-4" 71-4" 45 MIN 3. 505E 1 S 91-811 7'-10" 2. 31-011 WIDE DOOR WITH FULL HEIGHT SIDELIGHT SINGLE UNIT HIL L 102A 1 A-A 6'-0" 7'-0" 61-4" T-4" --- � 509A 1 A 3'-0" b'-8" 1 3'-2" 6'-9"; 20 MIN 6/A901 5/A901 3. PAIR OF DOORS I 11 , II I II 1 11 1_ II 1_ 11 4. FOUR SIDED FRAME 1026 1 K 3-0 7-0 31-4", 7'-2"1 --- 5096 1 B 3-0 6-8 3 Z 6 9 --- = 110A 1 N 3'-0" 91-0" --- 1 509C 1 5B2 6'-0" 6'-8" i A R.C H I T >: C T S 120A 1 N 3'-0"1 8'-0" 1 --- 510A 1 A 3'-0" 61-8" 3'-2" 61-9"1 20 MIN 6/A901 5/A901 1 7 5 0 BLANKENSHIP ROAD 121A 1 N 3'-0" 7'-0" I I 1 5106 1 B 3'-0" 6-8" 3'-2" 6'-9" SUITE 4 0 0 122A 1 N 31-0i1 7'-0" 510C 1 1 5132 6-0" 6-8" --- 123A 1 A 3'-0" 71-0" 3'-2" 7'-1" 510D I 1 8 31-0" 61-8" 31-2" 6-9" WEST L I N N . OREGON 9 7 0 6 3 124A 1 A 3'-0" 7'-O' 3'-2" 7'-111 510E 1 A 3'-0" 6'-8" i 3'-2" 6'-9" --- TEL 503 . 305 . 8033 FAX 503 . 305 . 3034 130A 1 N 3'-0" 1 81-0" --- 551A 1 A-A 5'-8" 61-8" I 6-0" 6'-10" 90 MIN 1. 130B 1 N 3'-0" • 7-0" --- 552A 1 K 3'-0" 6'-8" 3'-2" 61-9" 90 MIN 151A 1 N 3'-0" 8'-0" --- 554A 1 B-B 6'-0" 6-8" 6-4" 6'-10" --- 3. • 1516 1 A 5'-0" 11-10" 7`-0" 51-4" 71-4" 90 MIN 2. 555A 1 A 6'-4" 3'-2" 6'-8" 6-8" 61-10" 45 MIN 6/A901 5/A901 2. ■ 152A 1 N i 31-0" 7'-0" --- 555B 1 5 111-8" 8'-0" 1526 1 K 31-01" 71-0" 31-4" 71-2" 90 MIN ; 556A 1 A 61-4" 31-2" 6'-8" 6'-8" 6-10" 45 MIN 6/A901 5/A901 2. 157A 1 A-A 61-0" 7'-0" 6'-4" 7'-4" 45 MIN 556B 1 5 11'-8" 8'-0" 201A 1 A 3'-0" 6-8" 3'-2" 6'-9" 90 MIN 16/A901 5/A901 557A 1 A 31-011 61-811 3'-2" 6-9" 45 MIN 6/A901 5/A901 201B 1 B 31-01" 6-8" 3'-2" 6-9" --- 558A 1 A 31-0" 6-8" 3'-2" 6'-9" 45 MIN 201C 1 5B2 61-01" 6'-8" --- 3/A901 652A 1 A 3'-0" 6-0" 31-2" 6'-1" --- 4. 202A 1 A 3'-01" 6-8" 3'-2" 61-9" 20 MIN 6/A901 5/A901 A 59 A 21-10" 6'-8" 31-0" 61-9" 0 202B 1 B 3'-0" 6-8" 3'-2" 6-9" --- B 26 A 21-10" 6'-8" 3'-0" 6'-9" 0 202C 1 SB2 6-0" 6'-8" --- 1 3/A901 C 2 A 21-10" 6'-B" 3'-0" 61-9" 202D 1 A 3'-0" 6'-8" 3'-2" 6-9" --- 1 D 1 A 21-10" 6'-8" 31-0" 6'-9" 203A 1 A 3'-0" 61-8" 3'-2" 6-9" 20 MIN 6/A901 5/A901 E 12 A 1'-6" 6-8" 11-8"" 6'-9" I 2036 1 B 3'-0" 6'-8" 1 31-2" 61-9" --- F 8 A 2'-0" 6'-8" 21-2" 203C 1 SB2 6'-0" 6'-8" j I --- 3/A901 J 2 SA2 4'-0" 61-8" 41-0" 6'-B" 1 204A 1 A 3'-0" 61-8" 3'-2" 61-9" 20 MIN 6/A901 5/A901 K 56 SA2 51-0" 61-8" 51-0" 6'-B" 1 204B 1 B 31-0" 6'-811 31-2" 61-9" --- I L 18 SA2 61-0" 61-8" 6'-0" 6'-8" 205A 1 A 31-0" 61-8" 31-2" 61-9" 20 MIN 6/A901 5/A901 I M 2 E 2'-6" 61-8" 21-8" 6'-9" ■. 2056 1 B 31-0" 6-81" 31-2'1 61-9" --- I N 2 I 1 ■ 205C 1 SB2 6-0" i 6-8" --- 3/A901 205D 1 A 31-0" 61-8" 31-2" 6,-9" --- 206A 1 A 1 31-0" 6-8" 31-2" 6-9" 20 MIN 6/A901 5/A901 2066 1 B i 3'-0" 6-8" 3'-2" 6-9" '--- I + N r 41116, 207A 1 A 3'-0" 6-8" 3'-2" 61-9" 20 MIN 16/A901 5/A901 2076 1 B 1 3'-0" 6-8"E 3'-2" 6-9" --- 14/A901 2/A901 DOOR TYPES . /p lira'-. 207C 1 SB2 61-0" 61-B"1 --- 1 3/A901 LLOYD : 207D I 1 A 3'-O" 61-811 31-2'1 6'-911 --- 208A 1 1 A 31-0'I 61-8" 3'-211 6'-9" 20 MIN 6/A901 5/A901 fii7 .44' / 208B 1 B 3'-0" 6'-8" 1 3'-2" 6%9" --- 1 1 1 II I 1 11 1 FI V / ' I4 ` I 209A 1 A 3,-0,,1 6-8 3-2 6-9 20 MIN 6/A901 5/A901 I WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH 20913 1 B 3'-0" 6'-8" l 3'-2" 6'-911 I 1--- 1 f f f f I' f f y 1v. f / 4 ek") 209C 1 5132 ! 61-0" 61.811 --- — �, 210A 1 A 3'-0" 6'-8" 3'-2" 6'-9" 20 MIN 16/A901 5/A901 ' /'� / n / / /~\ \ / / \, \ T / / / / \ / 210B 1 B 3'-0" 61-8" 3'-2" 6'-9" 1 // - _ // \ \\ = // _ �.' T 210C 1 SB2 6`_011 61_$,1 --- 7 / / - / \ .. ■ 210D 1 A 3-0 6-8" 31-2" 61-9" --- I / 211A 1 A 31-0" 6'-811 I 3'-2" 6'-9" 20 MIN 6/A901 5/A901 = \ 211E M 1 B 3'-0" 6-8" 31-2" 61-9" --- I \ \ / / = - 251A 1 A-A 51-8", 6'-8"1 6'-0" 6'-10" 90 MIN 1. T \ \ / / _ \\ \ r \ \ / / . > 252A 1 K 3'-0"1 6'-811 31-2" 61-9" 90 MIN `. \ \ \ / / \ \ \ \ \ \ \ / / \ \ / / \ 254A 1 B 31411 B-0 31-2" 8-1 --- , 256A 1 A 31-0"3 6'-8" 3'-2" 61-911 20 MIN 6/A901 5/A901 A B C D E F G H J K 301A 1 A 31-0"1 6'-8" 3'-2" 6-9" 90 MIN 6/A901 5/A901 301B 1 B 31-0" 6-8" 3'-2" 61-911 1W III 1.11 301C 1 SB2 61-0" 61-811 "._ 302A 1 A 31-0" 61-8" 3'-2" 61-9" 20 MIN 6/A901 5/A901 1 302B 1 B 31-0" 61-8" 31-2" 61-911 z--- - o II WIDTH WIDTH �, WIDTH WIDTH / WIDTH �, �, WIDTH y WIDTH / u 302C 1 SB2 b-01 61 8" f f =11 11 ,I 1 f3020 1 A 3-0 6 8 3-2 6-9 --- 303A 1 A 31-0" 1 6-811 I 11 I 11 3-2 6-9 20 MIN 6/A901 5/A901 \ w E F- 303B 1 B 31-0" 61-8" 3'-2" 6'-9" --- Imo'"/ u O 304A 1 A 3'-0" 61-811 31-2" 61-9" 20 MIN 6/A901 5/A901 / 0 0 0 < E-'7'' • 3046 1 B 31-0" 61.8" 31.2" 61-9" --- ,/ ,1 // // T T T ■ w z z 305A 1 A 31-0" 61-8" 3'-2" 61-9" 20 MIN 6/A901 5/A901 1--1 N / 3058 1 B 31-0" 61-8" 3-2 61-9" --- po 305C 1 SB2 6'-0" 61-8" --- \\\ // // // Z z N 305D 1 A 31-0" 61-8" 3'-2" 61-9" --- \5 (- 1 11 I II I II . . T T T T T W 306A 1 A 3 0 6-8 3-2 6.-9,, 20 MIN 6/A901 5/A901 I "' 0 3066 1 B 31-0" 61-8" 3'-211 6-9" 1 --- f 0 307A 1 A 31-0" 61-8" 3'-2" 6-9" 20 MIN 6/A901 5/A901 L M SA2 SB2 SA3 SB3 SA4C 3076 1 B 31-0" 6-8" 31-2" 6-9" --- 307C 1 SB2 61-0" 61-8" --- Ci 307D 1 A 31-0" 61-811 3'-2" 6-9" --- I 308A 1 A 31-0" 61-8" 3'-2" 6-9" 20 MIN 6/A901 15/A901 Z 3086 1 B 31-0111 6,-8" 31-2" 6-9" 309A 1 A 31-0" 6-8"1 31-2" 6-9" 20 MIN 6/A901 15/A901 3098 1 B 31-0" 61-8" 31-21" 6'-91" --- I 309C 1 SB2 6'-0" 6-8" ___ 1 WIDTHiji WIDTH WIDTH WIDTH NOTES: 310A 1 A 3'-0" 6-8" 3'-2" 6'-9" 20 MIN 6/A901 5/A901 �f f �� ,r- SEE DOOR SCHEDULE FOR ALL DOOR OPENING WIDTH ■ 3108 1 B 3'-0" 6'-8" 3'-2" 6' 9" --- 1 I I I AND HEIGHT MEASUREMENTS. • 310C 1 SB2 6'-0" 6-8" --- 1 1 I I , TEMPERED GLAZING (T) I- THIS WIDTH SHOULD BE 3" 310D 1 A 3-011 1 6-8" 3-211 6 1 I-911 // // // // ' -- --- ' 311A 1 A 31-0" 6-8" 3'-2" 6-9" 20 MIN 6/A901 5/A901 T T T T 1 I 3116 1 B 3'-0" 6-8" 3'-2" 6'-9" --- 11 W I ,- I I 351A 1 A-A 51-8" 61-811 6'-O" 6'-10" 90 MIN ; 1. / / / / I I I 352A 1 K 31-0" 61-8111 3'-2" 6'-9" 90 MIN € T I 401A 1 A 3'-0" 6-8"1 3'-2" 61-9" 90 MIN I6/A901 15/A901 T T T T ! I I I I I 4016 1 B 31-0" 51-8"1 3'-2" 6'-9" _ --- j I 1 U 401C 1 SB2 6-0" 6'-8"1 [--_ I 402A 1 A 31-0" 6'-8"1 3'-21' 61-9" 120 MIN 16/A901 15/A901 SB4C X Y Z 4026 1 B 31-0111 61-8", 31-2'I 61-911 --- 402C 1 SB2 6-011 6-81' --- 402D 1 A 31-0" 6'-8" 31-2"1 6-9" --- 403A 1 A 3'-0" 6'-8" 1 3'-2" 6'-9" 20 MIN 6/A901 5/A901 403B 1. B 1 31-0" 6'-8" 1 3'-2" 6'-9''1 --- 404A 1 A I 3'-0" 61-8" 1 3'-2" 61-9" ( 20 MIN 6/A901 5/A901 404B 1 B 3'-0" 6'-B" 31-2" 6-9" i • ■ 405A 1 A 3'-0" 61-811 31-2" 6-9" 20 MIN 6/A901 - 5/A901 405B 1 B 31-0111 6'-8" 31-2" 61-91, --- l WIDTH7C WIDTHif /, 1r WIDTH fr / WIDTH A SII WIDTH 405C 1 SB2 6-0" 61-8" ___ 1 405D 1 A 3'-0" 6-8" 31-2" 61-9" --- -406A 1 A 31-0" 61-8" 1I 31-2" 61-9" _ 20 MIN - 6/A901 5/A901 r. I 4066 1 B 31-0" 61-8" 3'-2" 61-9" --- 407A 1 A 31-0" 61-8" 31-2" 6-9" -- 20 MIN 6/A901 5/A901 I�11 ` `--- // 1_ II 3'_211 1 6.811 C7 // \ // T `� // // \\i //. X // // X // // 0 0 // // 407B 1 B 3 0 6-8" - - d co m 407C 1 SB2 6-0" 6-8" --- /71 /7 1 - 407D 1 A 3'-0" 6'-8" 3'-2" 6'-9" / 408A 1 A 3'-0" 6'-8" _ 3'-2" 6'-9" 20 MIN 6/A901 5/A901 1 J// j/ ,�� I T T T T 4086 1 B 3'-0" 61-8" 31.2,1 5' 811 -- T T 4T. T : . T T T T T T REVISIONS `N° 409A 1 A 3'-0"1 6'-8" 3'-2" 6'-9" 20 MIN 6/A901 5/A901 m 409B 1 B 3'-0"' 61-8" 3'-2" 6'-9" --- 1 N P Q R 5 16-OCT-2018 BUILDING PERMIT RESUBMITTAL a 409C 1 SB2 6-0" 61-8'11 --- ISSUES 410A 1 A 3'-0" 6-8" 31-2" 6'-9" 20 MIN 5/A901 5/A901 3-2 6-9 ___ DOORTYPES . o ■ 410B 1 B 31-0" 6'-8" 31-2" " `I 410C 1 562 6'-011 61-811 SCALE: 1/4 = I'-0" 16761r NUMBER RC/KT DRAWN BY RLC CHECICE[)BY vi 410D 1 A 1 3'-0" 6-8" 31-2" 61-9" --- 1 � I 411A 1 A 3'-0" 61-8" 31-2" 61-9" 20 MIN_ 6/A901 5/A901 4116 1 B 3'-0" 6-8" 31.211 61.811 - ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK Of THE ARCHITECT AND MAY `r.,° 451A 1 A-A 51-8" I 61-8" 1 6'-0" 6'-10" 90 MIN 1, NOT BE DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF THE ARCHITECT. 4-1 452A 1 K 3'-0" 1 b1-8111 3'-2" 6'-9" 90 MIN v 501A 1 A 31-0" 6'-8" 31-2" 6'-9" 90 MIN 6/A901 5/A901 .5z.2018 HILL ARCHITECTS 5016 1 B 31-0" 61-8" 31-2" 61-9" --- - a 501C 1 SB2 61-0"; 61.8" - --- I A 3'-0"' 6'-8" 31-2" 6'-9" 90 MIN 16/A901 15/A901 ¢ DOOR SCHEDULE x 502A 1 i a 502B 1 B 31-0"1 61-8" 3'-2" 61-911 _ I--- 1 Ln 502C 1 SB2 61-0" 61-8" 1 502D 1 A 31-0" 61-8" 3'-2" 6'-9" - --- Iri 502E 1 B 31-0"1 61-8" 31-2" 61-9" 1--- c,--1o 505A 1 A 31-0" 61-8" 1 31-2" 6'-9"1 1 120 MIN 6/A901 15/A9D1 I N I 5056 1 B 31-0"1 -- 1 61-8" 1 3'-2" 61-9"1 - I 1 °,--1 505C 11 SB2 I 61-0111 I 6'-8" I 1 --- , 0 ,, A900 a) . i.z. 10 • 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 3 ■ ■ 2 • 1 V ; WALL SHEATHING PT FURRING (RAINSCREEN) WITH 15" HEAD WRAP FLASHING '•I / CONTINUOUS BUG SCREEN AT BOTTOM ' r INTERIOR WALL FINISH p—I � WRB,TAPED AND SEALED AT SEAMS � I 1 AND EDGES 2x HEADER PT FURRING { RAINSCREEN} WITHy :-::.:'. ?`. i WA l �I 1 � CONTINUOUS BUG SCREEEN AT BOTTOM LL SHEATHING I --411411. %/ HILL r j / FIBERGLASS MAT SHEATHING TRIM FLASHING r ARCHITECTS _ • 4._____--- ----- ------ CONTINUOUS STARTER STRIP ' , --nllilli10 t. FIBER CEMENT LAP SIDING = FIBER CEMENT LAP SIDING SELF ADHERING MEMBRANE FLASHING =i fil.; RIGID INSULATION OR SPRAY FOAM MASONRY OR CONC. WALL WATER-RESISTIVE BARRIER1 7 5 0 B L A N K E N S H I P ROAD I :L1 5/8"GYPSUM BOARD 1 . � 4i!i -: 1 WEII FLASHING503 . 305 . 5033 FAX 503`III •• G.r5/4x4 FIBER CEMENT TRIM1i' CONTINUOUS INSECT SCREEN, I SEALANT ;' SIDE 1 r/ HOLLOW METAL DOOR FRAME ,` : r//� ■ --�, //' WRAP AROUND PT FURRING STRIP :er 1� ///, 12"S.A,M, HEAD WRAP FLASHING `=, , + _-... — ..- I I ;ii - - 1 x 5-1 2" FIBER CEMENT I DOOR PANELS -_ + INSULATION 1 TRIM ■ l �� ' WEATHER STRIPPING _ ;:. '� L� I NO OPEN TO WEEP �- / / �" BOTTOM TRACK .IW!�Tr III SEALANT, \ �- - � - .� I 11 HEAD FLASHING �� DOOR 1/2" x 2-1/2"TRIM CONTINUOUS BEDDING OF SEALANT STEEL DOOR FRAME WITH SHIM AS q BACKER ROD &SEALANT V ' n 1 1 �RSTRIPING n SLIDING DOOR HEAD V - ENTRY DOOR 1 LD CORNER BEAD SECTION VIEW PLAN VIEW SECTION VIEW - DOOR CASING � - - SECTION VIEW 16 INTERIOR DOOR HEAD (I1 EXTERIOR DOOR -HEAD ( EXTERIOR DOOR HEAD 4 EXTERIOR DOOR HEAD • A9o1 1 SLIDING DOOR SCALE: 3" . 1'-0" A901 SLIDING DOOR AT WOOD FRAMING SCALE: 3" = 1'-0" �90J HOLLOW METAL FRAME AT MASONRY SCALE: 3" I' o" 901 SWING DOOR AT WOOD FRAMING SCALE: 3" = 1'-0" ■ r� 1 I PT FURRING ( RAINSCREEN) WITH ■ $ �il PT FURRING (RAINSCREEN) WITH CONTINUOUS BUG SCREEEN AT BOTTOM 4f--:-.;:i WALL SHEAT#iiNG CONTINUOUS BUG SCREEN OVER �� ' _ ///Y % STARTER STRIP AT BOTTOM � ` 18" WRB]AMB WRAP FLASHING I0, a ' WATER RESISTIVE BARRIER t ` #�l1 WRB, ! 0M 18 WRB]AMB WRAP FLASHING �C,�I �• -1 i)------------------ HOLLOW METAL FRAMENT LAP SIDING `= 2X]AMB FRAMING • {► 5/8" GYPSUM BOARD SEALANT r , WEATHER STRIPPING '/ , 12"S.A.M. HEAD WRAP FLASHING q ‘' n OF %i �' I I I �' %� i 1 % 1 x 5-1/2" FIBER CEMENT TRIM 2x HEADER iii \ I I I I 1 1 /i/ �_ �� 4/4x4 FIBER CEMENT TRIM I__`#r•=i STEEL DOOR = 1 �/� iii/ 1 :. 1, �i BOTTOM TRACK - /% ; iii ■ V_ DOOR PANEL �n J ''' ' I �- ...ii 711 1 - i _ ._ 1/2" x 2-1/2"TRIM I STEEL DOOR FRAME WITH SHIM AS SLIDING DOOR FRAME NEEDED f BEDDING SEALANT, BOTH JAMBS V WEATHERSTRIPING SLIDING DOOR HEAD ' ENTRY DOOR W ITTT � CORNER BEAD PLAN VIEW l DOOR CASING w r I w PLAN VIEW PLAN VIEW PLAN VIEW o 15 INTERIOR DOOR JAMB CrjEXTERIOR DOOR - JAMB EXTERIOR DOOR - jAMB 3 EXTERIOR DOOR - JAMB oA901 SLIDING DOOR SCALE: 3" = V-0" SLIDING DOOR AT WOOD FRAMING SCALE: 3" = 1'-0" A901 HOLLOW METAL FRAME AT MASONRY SCALE: 3" = V-0" A9o1 SWING DOOR AT WOOD FRAMING SCALE: 3" = V-0" ° 6,4 a< V e F_) ■ ■ Z Z ✓ DOOR FRAME AND TRIM BEYOND VARIES ACCESSIBLE DOOR THRESHOLD, ■� CD p CN rs.1 STEEL DOOR / 4 314" (2) LAYERS OF 5/8" GYPSUM BOARD INSTALL WITH SEALANT, SEAL ALL I I I SEE WALL TYPE ON EACH SIDE FASTENER PENETRATIONS W I I I WEATHER STRIPPING I O I-' _i ii I ' SILL PAN FLASHING, BED IN o HOLLOW METAL FRAME WOOD STUD WALL 1I` WALL SHEATHING Ail- SEALANT FIT UNDER THRESHOLD, 1LAP OVER WATER RESISTIVE o INSULATION . >-< : SHIM SPACE r; 2x HEADER BARRIER (WRB) INTERIOR WOOD DECKING Q SEALANT 5/8"X 2-1/2" MDF HEAD 1 ' ' 1/2" x 2 112" WOOD TRIM 1/2" FIBER JOINT FILLER Z STOREFRONT MULLION p TRIM, MITER TO JAMB TRIM ,r „a � CONCRETE WALKWAY N �..�.�.�.��.�. 0 �� 1 (1/4" PER FT. SLOPE) -i / \::::ii:: 1 WO _._....__ ■ �� oo l r� rr ± irk ��, :;.4!: _a= FINISH FLOOR ■ WALL TYPE A7 ►��• WALL TYPE D3 f ' IR ;,— �� "' r- —» 'r_, THIS WIDTH SHOULD BE 3" -110.1 STEEL DOOR FRAME „; '"- WOOD DOOR FRAME STEEL m.... ° • v147,:-V." v vvv •71 DOOR ,� � � p-) FIRE RETARDANT WEATHERSTRIP Iri�_ _ ___ 3" DOOR SLAB I HEM BACK DAM FIT 8"lij -\7\..\____.\\...\_\_\ — — — — — UNDER THRESHOLD • SECTION VIEW / VERIFY- X SILL PAN PROFILE SHOWING END I DAM CONFIGURATION (N.T,S.) I - PLAN VIEW SECTION VIEW SECTION VIEW rfa EXTERIOR DOOR - JAMB 14 INTERIOR DOOR - HEAD 6 INTERIOR DOOR - HEAD (2 EXTERIOR DOOR THRESHOLD .°Ci J HOLLOW METAL FRAME AT NORTH ENTRY SCALE: 3" = V-0" A901 SWING DOOR - NON RATED - WOOD FRAME SCALE: 3" - 1'-0" A901 FIRE RATED SCALE: 3" = V-0" A901 SWING DOOR AT WOOD FRAMING SCALE: 3" = V-0" II ■ VARIES i „� % DOOR FRAME AND TRIM BEYOND 4 7/8" / VARIES ACCESSIBLE THRESHOLD, SEAL ALL SEE WALL TYPE / 4 3/4" I / (2) LAYERS OF 5/8" GYPSUM BOARD ,, FASTENER PENETRATIONS SEE WALL TYPE :::...:::::j ON EACH SIQE SILL PAN FLASHING, BED IN SEALANT FIT UNDER THRESHOLD, WOOD STUD WALL WALL SHEATHING LAP OVER WATER RESISTIVE r - — 1,111).'-- BARRIER (WRB) mRn -411410-:---: STEEL STUD WALL ' SHIM SPACE - �1 2x HEADER INTERIOR CONCRETE SLAB y 5 8"X 2-1/2" MDF]AMB TRIM Isr--1 - 112" FIBER JOINT FILLERi HOLLOW METAL DOOR FRAME 1 � 112 x 2-1/2" WOOD TRIM ::..:: '40 : ,i REVISIC?NS N /STEEL DOOR A.:a.:. / T I CONCRETE WALKWAY (114" PER FT. SLOPE) L — xa 16-OCT-2018 BUILDING PERMIT RESUBMITTAL CO t \1:.I: ' I , 1 - ISSUES V 1 ::-..:;:'il La 11 � \ �\ N �' � I i `�� FINISH FLOOR SPRD ECT NUMBER DRAWN BY CHECKED BY M a ° /a 16761 KT RLC U I WOOD DOOR FRAME ° • e _ STEEL DOOR FRAME �4-• _- ° �p DOOR 4- ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE N. 1 _ s 4-' _ •I, v-; - a : ' • ••7 : -,j 3" THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY N. V � e COMPRESSION WEATHERSTRIP ,- "._a '- - ^ - .-_• " -°1. =-- 4. -_-.• -. ` NOT BE DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN y _ - - •. : CONSENT OF THE ARCHITECT. - •.- - -e - ° _• .,� • 2018 HILL ARCHITECTS a, DOOR SLAB . HEM BACK DAM FIT 8"10I re -- -a - - : UNDER THRESHOLD illiiII _�_ VERIFY A, DOOR DETAILS I SILL PAN PROFILE SHOWING END cn PLAN VIEW PLAN VIEW SECTION VIEW DAM CONFIGURATION (N.T.S.) O PLAN VIEW 17 INTERIOR DOOR -- JAMB 113 INTERIOR DOOR - JAMB �5 INTERIOR DOOR - JAMB EXTERIOR DOOR THRESHOLD CO a A901 HOLLOW METAL FRAME AT STEEL STUDS SCALE: 3" = 1' o" A901 SWING DOOR - NON RATED - WOOD FRAME SCALE: 3" = 1'-0" A901 FIRE RATED SCALE: 3' = 1'-0" \ 9oy SWING DOOR AT CONCRETE SLAB SCALE: 3" = 1'-0" NiN ai A901 4_, rc, ,..._._._ 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 I pal- r, HILL ARCHITECTS = = 1750 BLANKENSHIP ROAD SUITE 400 WEST LINN . OREGON 97068 TEL 503 . 305 . 8033 FAX 503 . 305 . 3034 • ■ LI LI • ■ ' iI 4 4, 8*/ r'...1 uom : iii' E I !;'' y If AS 4 OF O.) • ■ z w W, W H Z O U L) OJ,'z,•4: 1C7 0 I" u W • w Z Z jj0 Z NN n n W ie 0 p w < , 0 0I I Q Z N i •I j■ ki- THIS WIDTH SHOULD BE 3" -irm-I Ls U • ■ LOW HEADROOM STARTER BRACKET MOUNT- BACK AND INTERMEDIATE SEE DETAIL 20 / HANGERS SUPPLIED BY \_.:_tz //ii n•00000000.0i INSTALLERS / j,; m I m r-- I.m a1 °V 0 o �i 19"VERTICAL ANGLE HORIZONTAL TRACK LENGTH -o ° �o . , 0. (BACKROOM DOOR HEIGHT+ 18") y 0 0x i=N N s.,,2 CO M 2 SPLICE PLATE SECTION A-A SUPPORT HANGER DETAIL 4 3/4" MINIMUM x SIDE / ROOM 74 REVISIONS N "' °� DOOR AS SCHEDULED JAMB BRACKETS 16-OCT-2018 BUILDING PERMIT RESUBMITTAL rYS 1 . ° ' _ °° STANDARD LIFT LOW HEADROOM TO THE REAR IQ ° a' C7 Issus t U a. Z (J w = c7 rn HEADROOM REQUIREMENTS re _ V C7 - _ • PROTECT NUMBER DRAWN BY CHECKED BY a ■ d ,• t z T&G WEATHER LI e ,z TIGHT 30INT o DOOR HEIGHT MINIMUM HEADROOM 16761 KT RLC 2 z a a UI �,I 11— 1 o LY, 71-12' 6-1/2" N13'-18' 6-1/2" J ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE N1/40 a Q THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY i A �� w 19'-20' 7-5/16" NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN 4� CONSENT OF THE ARCHITECT. PLAN VIEW �� IIt i. * ADD 4" FOR OPERATOR ®2018 HILL ARCHITECTS ce V a U-SHAPE VINYL DOOR DETAILS x 9 BOTTOM SEAL a W/ METAL i—I \ \ Io RETAINER \ SECTION VIEW I~ ( OVER=-IEAD DOOR DETAIL #2 1 OVERFEAD DOOR DETAIL #1 co N A902 BRACKET MOUNT TO CONCRETE SCALE: 1 1/2" = 1'-0" A902 BRACKET MOUNT TRACK SET SCALE: 1/2" = 1'-0" rn 1 A902 CSm 10 • 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 WINDOW SCHEDULE SIZE DETAIL OPENING p-I TYPE MARK I WIDTH I HEIGHT TYPE HEAD HEIGHT SILL HEIGHT MATERIAL HEAD JAMB SILL GLAZING LIMITER QUANTITY DESCRIPTION COMMENTS TYPE COMMENTS 01 1'-6" 5'-6" Casement 18" x 66" 8'-0" 2'-6" 7/A911 6/A911 _ 5/A911 TEMPERED Yes 1 _ _ - E 02 2'-8" 4'-2" Casement 32" x 50" 6'-8" 2'-6" 7/A911 6/A911 1 5/A911 Yes 2 I-IILL 03 2'-8" 5'-6" Casement 32" x 66" 8'-0" 2'-6" 7/A911 6/A911 5/A911 Yes 2 04 3'-0" 3'-8" Casement 36" x 44" 6'-8" 3'-0" 7/A911 6/A911 5/A911 Yes 2 ARCHITECTS = 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 F 6/A911 5/A911 Yes 44 1 7 5 0 BLANKENSHIP R O A D 07 11-611' 5'-6",Fixed 18" x 66" 8'-0" 2'-6" 3/A911 2/A911 1/A911 TEMPERED No 1 SUITE 400 08 2'-0" 7'-0" Fixed 24"x 60" 8'-0" 1' 0" 3/A911 2/A911 1/A911 TEMPERED No 1 WEST I INN . OREGON 97063 09 2'-4" 2'-4" Fixed 28'x 28" 2'-11" 7" _ 3/A911 2/A911 1IA911 No _ 4 10 2'-8" 1'-8" Fixed 32"x 20" I 9'-0" 71-4"1 3/A911 2/A911 1/A911 No 3 TEL 503 . 305 . 3033 FAx 503 . 305 . 8034 11 2'-8" 4'-2" Fixed 32"x 50" I 6'-8" 21-6"1 3/A911 2/A911 1/A911 No 1 12 2'-8" 5'-6" Fixed 32"x 66" I 8'-0" 2'-6" 3/A911 2/A911 1/A911 No 1 13 3'-0" 1'-8" Fixed 36"x 20" I 3/A911 2/A911 1/A911 No 20 ■ immilli 14 3'-0" 2'-4" Fixed 36"x 28" I 3/A911 2/A911 1/A911 No 5 I ■ 15 ; 31-0111 3'-8" Fixed 36"x 44" 6'-8" 3'-0" 3/A911 2/A911 f 1/A911 I No I 2 16 3'-0" 4'-2" Fixed 36"x 50" 6'-8" 2'-6" 3/A911 2/A911 1/A911 No 8 17 3'-0" 5'-6" Fixed 36"x 66" 8'-0" 2'-6" 3/A911 2/A911 1/A911 _ No 27, 18 3'-2" 1'-0" Fixed 38"x 12" 8'-0" 7'-0" 31A911 2/A911 1/A911 No 2 19 3'-2" 1'-8" Fixed 38"x 20" 9'-0" 7'-4" [ 3/A911 2/A911 I 1/A911 No 1 28 3'-9" 3'-6" Fixed 42" x 45" 3'-10 11/32" 4 11/32" 3/A911 I 2/A911 1/A911 I TEMPERED No . I 1 20 3'-9" 2'-0" Fixed 45" x 24" 3/A911 { 2/A911 1/A911 I TEMPERED No I 9 LI 21 3'-9" 2'-5" Fixed 45"x 29" 12'-6" 10'-1" 3/A911 2/A911 1/A911 TEMPERED No 1 0 22 3'-9" 4'-6" Fixed 45"x 54" 7'-0" 2'-6" 3/A911 2/A911 1/A911 No 1 24 3'-9" 5'-6" Fixed 45"x 66" 8'-0" 2'-6" 3/A911 I 2/A911 1/A911 No 3 26 __ 3'-9" 6'-2" Fixed 45"x 74" 14'-1 11/32" 7'-11 11/32"I 3/A911 2/A911 1/A911 TEMPERED No 3 27 3'-10" 4'-2" Fixed 46"x 50" 6'-8" 21-6"1 3/A911 2/A911 1/A911 TEMPERED No 7 29 I 41-4"1 2'-4" Fixed 52"x 28" 2'-11" 7" 3/A911 2/A911 1/A911 TEMPERED No 2 ; 30 6'-6" 2'-4" Fixed 78"x 30" 2'-11" 7", 3/A911 2/A911 1/A911 TEMPERED No 4 31 6'-6" 51-6"j Fixed 78"x 66" 8'-0"" 2'-6"' 3/A911 2/A911 . 1/A911 No 16 • ■ iminimimmismiiimm 4 ,,. , , 1 40 WINDOW NOTES : ' ' ft LLOYD 1. SIZES SHOWN ARE ROUGH OPENING 4 • gal" �" i4 44t. 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 F 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 BEillf �l I + 'i TEMPERED ;if t%11 3. EXTERIOR GLAZING TO BE LOW'E' �� 4' 4 Or O • ■ H z W-1 W W H Z LO 0 I4 CL U O Y d U d F.) • ■ w Z Z Z ti h O Ls. n < .--. IM CI z N ■ ■ Imo- THIS WIDTH SHOULD BE 3" -owl u ■ cam 4 REVISIONS N m m 16-OCT-2018 BUILDING PERMIT RESUBMITTAL L f0 ISSUES U IllIMENIN c Q I PROJECT NUMBER DRAWN BY CHECKED BY o ■ 2 16761 RC/KT RLC I (l) iiiiiii U I ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE N THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY 1/40 NOT BE DUPLICATED.USED OR DISCLOSED WITHOUT THE PRIOR WRITTEN CONSENT OF THE ARCHITECT, CO 2018 HILL ARCHITECTS cJ Ce MIMMINIU WINDOW SCHEDULE E 11 c 0 N 0 If co 0 ry ch rl A910 N co i 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1 BACKER ROD AND SEALANT FI WINDOW UNIT ASSEMBLY WINDOWUNIT A 1" x 6 3/4" FIBER CEMENT TRIM (DO SSEMBLY WINDOW UNIT ASSEMBLY WINDOW UNIT ASSEMBLY NOT NAIL INTO WINDOW FLANGE) (SILL) (SILL) (SILL) • - SEALANT WALL SHEATHING WALL SHEATHING WALL SHEATHING HIL L /fj/f/�//��f////// /%��. SHIM WATER RESISTIVE BARRIER SHIM WATER RESISTIVE BARRIER SHIM WATER RESISTIVE BARRIER SHIM WINDOW UNIT ASSEMBLY A /�;>,,//�/��,,/,/�/,/././/,0///j7 �/�/y _ WATER RESISTIVE BARRIER 1___ ___...n - BACKER ROD AND SEALANT rI . - BACKER ROD AND SEALANTrri = BACKER ROD AND SEALANT ARCHITECTS BACKER ROD AND SEALANT id. BACKER ROD AND SEALANT „ BACKER ROD AND SEALANT BACKER ROD AND SEALANT _ 1-1 _ �. 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 3 112" FIBER CEMENT TRIM (DO I i NAILER v NOT NAIL INTO WINDOW FLANGE) NAILER NOT NAIL INTO WINDOW FLANGE) NOT NAIL INTO WINDOW FLANGE) 1 7 S O BLANKEN5H1P ROAD Ei I�-' � � k z i1 ii 1/2" x 2" P.T. FURRING WITH BUG � � >.://, NAILER � �„ * NOT NAIL INTO WINDOW FLANGE) - f,'-�' `-_` i • '�// SCREEN AT BOTTOM (DO NOT NAIL __ - _ S.A,M, OVER FLANGE (DASHED) � � (DASHED) _ __ �, {DASHED) _ � N � 7:"., ,,„--- S.A,M, OVER FLANGE DASHED � } . �I;. - S,A.M. OVER FLANGE DASHEDTT S.A.M. OVER FLANGE (DASHEp) /�� / ' f ri SUITE 400 X4,.11 ` ///, nu u 1v //r// I lj INTO WINDOW FLANGE) (1) LAYER 5/8 TYPE X I �/, lJ2 x 2 P.T. FURRING WITH BUG (1) LAYER 5/$ TYPE X / x P.T. FURRING WITH BUG (1) LAYER 5/8"TYPE 'X' r�/! 1/2" x 2" P.T. FURRING WITH BUG WEST LINN . OREGON 9 70 b 3 limilmomm /r/� 1/2" x 2" P.T. FURRING WITH BUG iif� G.W.B. I iiia SCREEN N BOTTOM b) NOT NAIL (1) LA I SCREEN AT BOTTOM DO NOT NAIL i'j ' '�✓' 1 LAYER 5 8 TYPE X � i //; ,�/; ,� � I ✓// ( { G.W.B. /,/ SCREEN AT BOTTOM (DO NOT NAIL (1) 1 r I,iir 1 7 114' FIBER CEMENT TRIM (DO 1 �� , r,✓/; TE1 503 . 305 . 3033 FAX 503 . 305 . 3034 - i '!,�jjSCREEN AT BOTTOM (DO NOT NAIL WOOD COLUMN , r�ji ,,rr INTO WINDOW FLANGE) iINTO WINDOW FLANGE) //,f INTO WINDOW FLANGE) G.W.B. TI INTO WINDOW FLANGE) PER STRUCTURAL ` %/ � NOT NAIL INTO WINDOW FLANGE) HEADER PER I /�� HEADER PER ;fi�y HEADER PER I/% „ M �/i ��/i/r r ;i/i rirr r 2x FRAMING = iii; ,,r STRUCTURAL �✓i STRUCTURAL '/rig STRUCTURAL - _ • ,�� 12 {V,I,F,) SELF ADHERING l- SELF ADHERING MEMBRANE (S,A,M,) (1) LAYER 5/8 TYPE X ,�/ S.A.M. OVER FLANGE (DASHED) /�/i jii MEMBRANE (S.A.M.)(DASHED) SIF (DASHED) G.W.B. � fr iii ✓��i I t 11 1! • w I : ,i' = !'//, 12" (V,LF.) SELF ADHERING N ■ Alin. 1 //i � -�'r' BACKER ROD AND SEALANT GALV. FLASHING COVERED BY '- BACKER ROD AND SEALANT BACKER ROD AND SEALANT ,/,�; 1e _ j} MEMBRANE (S.A.M.)(DASHED) BACKER ROD AND SEALANT BACKER ROD AND SEALANT � ✓rri -� / .I ( )( ) 12" SELF ADHERING MEMBRANE 7 1__ ,/i _ ( ) S,A.M, pASHED 12" V,I.F. SELF ADHERING -1 �� SHIM (S.A.M.)(DASHED) - + � MEMBRANE (S.A.M.)(DASHED) BACKER ROD AND SEALANT GALV. FLASHING COVERED BY WINDOW UNIT ASSEMBLY SHIM 7 WINDOW UNIT ASSEMBLY SHIM �� (S.A.M.)(DASHED) (HEADER) - - WINDOW UNIT ASSEMBLY BACKER ROD AND SEALANT GALV, FLASHING COVERED BY NSHIM (S.A.M.)(DASHED) WINDOW UNIT ASSEMBLY rl (HEADER) SHIM WINDOW UNIT ASSEMBLY (HEADER) LD PLAN VIEW PLAN VIEW SECTION VIEW SECTION VIEW SECTION VIEW 120 VINYL WINDOW - SH - VERT MULL 1G VINYL WINDOW - FIXED - CORNER (12 VINYL WINDOW - FIXED - HORIZ MULL( VINYL WINDOW - FIXED - HORIZ MULL 4 VINYL WINDOW - FIXED - HORIZ MULL i.91 FIBER-CEMENT SIDING - RAINSCREEN SCALE: 3" = 1'-0" A911 FIBER-CEMENT SIDING - RAINSCREEN SCALE: 3" = 1'-0" A911 FIBER-CEMENT SIDING - RAINSCREEN SCALE: 3" = V-0" ,,,.....,A.91.1,y FIBER-CEMENT SIDING - RAINSCREEN SCALE: 3" = 1'-0° A911 FIBER-CEMENT SIDING - RAINSCREEN SCALE: 3" = V-0" q I 1 1-. 1, ., , , • - WALL SHEATHING r E WALL SHEATHING G WALL SHEATHING ■ .....411111e FIBER CEMENT LAP SIDING 10° , f FIBER CEMENT LAP SIDING FIBER CEMENT LAP SIDING rg j.. WATER RESISTIVE BARRIER L % WATER RESISTIVE BARRIER 11111) r WATER RESISTIVE BARRIER } WALL INSULATION i 1J2" x 2" P.T. FURRING WITH BUG WALL INSULATION 1/2" x 2" P.T. FURRING WITH BUG WALL INSULATION 1/2" x 2" P.T. FURRING WITH BUG `�i� SCREEN AT BOTTOM SCREEN AT BOTTOM -41111111. i se C , SCREEN AT BOTTOM �� / �j i I �! STARTER STRIP STARTER STRIP �1 STARTER STRIP LLOYD 2x FRAMING i- / % GALV. FLASHING COVERED BY 2x FRAMING z GALV. FLASHING COVERED BY 2x FRAMING �! 1 iI I x-11 v GALV. FLASHING COVERED BY �, I' !7` ,r_I (S.A.M.)(DASHED) (S.A.M.)(DASHED) r (S.A.M.)(DASHED) � ' NAILER I�; -a NAILER _ --I NAILER r _,rte. 4 O� ,r " 1 ( . 11 //; 1" x 5 1/2" FIBER CEMENT TRIM (DO 1 1, if, 1" x 5 1/2" FIBER CEMENT TRIM (DO OF r ✓/ 1 x 5 1 2 FIBER CEMENT TRIM DO /i� NOT NAIL INTO WINDOW FLANGE) i r NOT NAIL INTO WINDOW FLANGE) ;r NOT NAIL INTO WINDOW FLANGE) (1) LAYER 5/8"TYPE 'X' —.- '%i✓�j S.A.M. OVER FLANGE (DASHED) (1) LAYER 5/8"TYPE 'X' �' ! ��/� S.A.M. OVER FLANGE (DASHED) 'it (1) LAYER 5J8"TYPE 'X' �- I /moi G.W.B. , ✓/r r/� ��„ S.A.M. OVER FLANGE (DASHED) M 4/i G.W.B. -4 1/2 x 2 P.T. FURRING WITH BUG G.W.B. I ,✓,' 112" x 2" P.T. FURRING WITH BUG /, 1/2' x 2 P.T. FURRING WITH BUG ii " "��' SCREEN AT BOTTOM (DO NOT NAIL iii; r%� ■I �� 1 yr/r SCREEN AT BOTTOM (DO NOT NAIL /1 ,r%� SCREEN AT BOTTOM (DO NOT NAIL • HEADER PER y �,i/% INTO WINDOW FLANGE) HEADER PER ,` � i% INTO WINDOW FLANGE) HEADER PER INTO WINDOW FLANGE) STRUCTURAL %:i% STRUCTURAL �'/i/. STRUCTURAL 1 //// 1r / F \ 12 SELF ADHERING MEMBRANE Y __ �;,, = 12 SELF ADHERING MEMBRANE ,. 1, = 12 SELF ADHERING MEMBRANE {S.A.M.)(DASHED) I - Li ;PN (S.A.M.)(DASHED) - s i DI (S.A.M.)(DASHED) GALV. FLASHING COVERED BY BACKER ROD AND SEALANT BACKER ROD AND SEALANT 111 - GALV. FLASHING COVERED BY BACKER ROD AND SEALANT GALV. FLASHING COVERED BY t(S,A.M.)(DASHED) l�.�_ak (S.A.M.)(DASHED) ' - I (S.A.M.)(DASHED) SHIM 1= WINDOW UNIT ASSEMBLY SHIM SHIM Z WINDOW UNIT ASSEMBLY WINDOW UNIT ASSEMBLY w Lu V_____ -''V w SECTION VIEW SECTION VIEW SECTION VIEW [-_-_ z ll�� o 11 VINYL WINDOW - SH - HEAD (7) VINYL WINDOW - CSMT - HEAD �3� VINYL WINDOW - FIXED - HEAD cL< ,., u o A911 FIBER-CEMENT SIDING - RAINSCREEN SCALE: 3" = 1'-0" 91FIBER-CEMENT SIDING - RAINSCREEN SCALE: 3" = 1'-0" �91y FIBER-CEMENT SIDING - RAINSCREEN SCALE: 3" = 1'-0" u 1-7 I-131 a ■ w n z z . w `Z Z a 01110.._ i 41 FIBER CEMENT LAP SIDING ,-l ► FIBER CEMENT LAP SIDING T 1 r FIBER CEMENT LAP SIDING '^'`' N' . WATER RESISTIVE BARRIER 401°.11- >-c % WATER RESISTIVE BARRIER „iiiiiii ►� % WATER RESISTIVE BARRIER w p -41111110 - WALL SHEATHING 1 f WALL SHEATHING t t WALL SHEATHING -441111110 1/2” x 2" P.T. FURRING WITH BUG 1 1/2" x 2" P,T. FURRING WITH BUG ' 1/2" x 2" P.T. FURRING WITH BUG < o r-,-. SCREEN AT BOTTOMSCREEN AT BOTTOM SCREEN AT BOTTOM 106I ' SEALANT WALL INSULATION I !e,_„, SEALANT WALL INSULATION I I r. ,./ SEALANT WALL INSULATION r �1• -"%i/,, 1" x 5 1/2" FIBER CEMENT TRIM (DO < - 1" x 5 1/2" FIBER CEMENT TRIM (DO SO° /1 -, r� - 1" x 5 1/2" FIBER CEMENT TRIM (D0 I i ;/ii Z ii/� NOT NAIL INTO WINDOW FLANGE) /i� NOT NAIL INTO WINDOW FLANGE) I //' NOT NAIL INTO WINDOW FLANGE) 1 LAYER 5J8"TYPE 'X' �=<� '�i S.A.M. OVER FLANGE (DASHED) (1} LAYER 5/8"TYPE 'X' 1' /�' S.A.M. OVER FLANGE DASHED (1) LAYER 5/$"TYPE 'X' — . r /r' N ( ) • ter✓ /i/ (DASHED) , S.A.M. OVER FLANGE (DASHED) /// ft,/1. 1/2 x 2 P.T. FURRING WITH BUG G.W.B. . 1 iirf „ „ G,W,B, /% G.W.B. „ „1/2 x 2 P,T. FURRING WITH BUG f� �� 1/2 x 2 P,T, FURRING WITH BUG Il 6 SCREEN AT BOTTOM (DO LVOT NAIL ✓� /i, SCREEN AT BOTTOM (DO NOT NAIL F SCREEN AT BOTTOM (DO NOT NAIL ✓/• r/i, 2x FRAMING r 2x FRAMING % INTO WINDOW FLANGE) 2x FRAMING /j% INTO WINDOW FLANGE) /,� INTO WINDOW FLANGE) 0 12” SELF ADHERING MEMBRANE ;;/, 12” SELF ADHERING MEMBRANE ,. 12" SELF ADHERING MEMBRANE 6 \ (S.A.M.)(DASHED) - .=-i- ' •I�i (S.A.M.)(DASHED) ■ - — " �9 I (S.A.M.)(DASHED) - (t- THIS WIDTH SHOULD BE 3" �I — _r ISM H I_ - r BACKER ROD AND SEALANT a-` en BACKER ROD AND SEALANT BACKER ROD AND SEALANT --- BACKER ROD AND SEALANT BACKER ROD AND SEALANT BACKER ROD AND SEALANT or � _ �I WINDOW UNIT ASSEMBLY t SHIM SHIM Iiii SHIM n WINDOW UNIT ASSEMBLY WINDOW UNIT ASSEMBLY V U V PLAN VIEW PLAN VIEW PLAN VIEW 10 VINYL WINDOW - SH - JAM (6- VINYL WINDOW - CSMT - JAMB (--2 VINYL WINDOW - FIXED - JAMB A911 FIBER-CEMENT SIDING - RAINSCREEN SCALE: 3" = 1'-0" A911 FIBER-CEMENT SIDING - RAINSCREEN SCALE: 3" - 1'-0" A911 FIBER--CEMENT SIDING - RAINSCREEN SCALE: 3" = 1'-0" ■ ■ IIIMI 511-.1. 44 1 BACKER ROD AND SEALANT _1 �P 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 T 314" x 3/4"ALUMINUM ANGLE 00 m BACKDAM ATTACHED TO SILL I. SILL PAN SHIMS BACKDAM ATTACHED TO SILL 0�_i SILL PAN SHIMS BACKDAM ATTACHED TO SILL I - I SILL PAN SHIMS - SHIMS (NO SEALANT) ' SHIMS (NO SEALANT) SHIMS (NO SEALANT) vi ` IIV WINDOW STOOL - _ I^I Pj BACKER ROD AND SEALANT WINDOW STOOL J- 1 �-- BACKER ROD AND SEALANT WINDOW STOOL - BACKER ROD AND SEALANT %\\�\\\�\1 \\*i-w � \�\1\�\1\� %\ _trill \'1\1��\\%\\\\ ;'I_T A!l. = L WINDOW APRON _ _ _ I(I WINDOW APRON - - - _ r �!{I WINDOW APRON ► , _ _ - - *I „ ICI k 1 * 1" x 5 1/2 FIBER CEMENT TRIM (DO ,i' 1 x 5 1/2 FIBER CEMENT TRIM (DO ,�i 1 x 5 1/2' FIBER CEMENT TRIM (` / NOT NAIL INTO WINDOW FLANGE) fl ter' NOT NAIL INTO WINDOW FLANGE) r�rr; ' (DO NOT NAIL INTO WINDOW FLANGE) REVISIONS E I r/f . rVI.; /; \-- rdCJ ri r r. a� 2x FRAMING tf S.A.M.SAMOVER FLASHING AND FLANGE 2x FRAMING - S.A.M.SAMOVER FLASHING AND FLANGE 2x FRAMING / S.A.M. OVER FLASHING AND FLANGE 16-OCT-2018 BUILDING PERMIT RESUBMITTAL c I r, 1/2" x 2" P.T. FURRING WITH BUG 1 1/2" x 2" P.T, FURRING WITH BUG r/0 1/2" x 2" P.T. FURRING tssuEs C____ N SCREEN AT BOTTOM (DO NOT NAIL J r// \ J �: � rr/i% r�� SCREEN AT BOTTOM (DO NOT NAIL '� i��' rr //� WITH BUG SCREEN AT BOTTOM �% INTO WINDOW FLANGE) ii/% INTO WINDOW FLANGE) p'/, (DO NOT NAIL INTO WINDOW FLANGE) PRo!ECT NUMBER DRAWN BY CHECKED BY �I \ " v�,✓ 12" SELF ADHERING MEMBRANE Y/�i 12" SELF ADHERING MEMBRANE Yi " SELF ADHERING N SII,// 7 (S.A,M,) SILL PAN (SHOWN DASHED) Ih r� �� (S.A,M,) SILL PAN (SHOWN DASHED) \I� 1" =\ SILL PAN (SHOWN DASHED)ANE (S,A,M.} 16761 BC RLC VI 1 1 %� rir7}- ` 1 ^ ` GALV, METAL FLASHING '� - GALV. METAL FLASHING ` GALV, METAL FLASHING ALL DRAWINGS AND WRITTEN ED APPEARING HEREIN CONSTITUTE (1) LAYER 5/8'TYPE 'X' ►� �< 1/2" (1) LAYER 5J8"TYPE 'X' �� 1 �= 1/2" (1) LAYER 518"TYPE 'X' I j THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY x 2" P.T. FURRING WITH BUG ,--I , , x 2 P.T. FURRING WITH BUG --=; 1/2" x 2" P.T. FURRING WITH BUG NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE PR10R WRITTEN G.W.B. \ 1 SCREEN AT BOTTOM G.W.B. I SCREEN AT BOTTOM G.W.B. I SCREEN AT BOTTOM CONSENT OF THE ARCHITECT. 02018 HILL ARCHITECTS °J WALL INSULATION - I I. FIBER CEMENT LAP SIDING WALL INSULATION t I FIBER CEMENT LAP SIDING WALL INSULATION F I II FIBER CEMENT LAP SIDING 1� • WATER RESISTIVE BARRIER I. 'IL WATER RESISTIVE BARRIER I- - WATER RESISTIVE BARRIER immmion -- _� WALL SHEATHING - WALL SHEATHING V. _� WALL SHEATHING WINDOW DETAILS m a, SECTION VIEW SECTION VIEW SECTION VIEW 66 ul N (9\ VINYL WINDOW -- SH - SILL (5/ VINYL WINDOW - CSMT - SILL 1 VINYL WINDOW - FIXED - SILL co A911 \91/ FIBER-CEMENT SIDING _ RAINSCREEN SCALE 3" = 1'-0• FIBER-CEMENT SIDING - RAINSCREEN SCALE: 3" = 1 0" A911 FIBER-CEMENT SIDING - RAINSCREEN SCALE: 3•• - 1 0 [V A911 10 ■ 9 ■ 8 ■ 7 ■ 6 ■ 5 ■ 4 ■ 3 ■ 2 ■ 1