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Plans (15) BU P2018 -00094 Otak Otak Ar- ` ects, Inc. 1.1 Imml E F I E L D S A IDA R ir 1\il E 1\1 T. S ...........,,i1. 16, 808 S hird A -nue, Suite 300 Port -nd, OR 97204 mai 503.287.6825 vww.otak.com IN r iiii(fre), 720 :RIAN R.FLEENER4 PROJECT TEAM DRAWING SHEET INDEX VTLANO aR ARCHITECT OWNER/DEVELOPER A4-0.01 COVER SHEET A4-2.00 BUILDING 4 SLAB PLAN AX-8.06 EXTERIOR DETAILS-ROOF OF Q OTAK ARCHITECTS, INC. DBG PROPERTIES LLC A4-0.02 REFERENCE SITE PLAN A4-2.01 BUILDING 4 FLOOR PLAN LEVEL 01 AX-8.07 EXTERIOR DETAILS 808 SW THIRD AVENUE, SUITE 300 2164 SW PARK PLACE A4-2.02 BUILDING 4 FLOOR PLAN LEVEL 02 AX-8.11 INTERIOR DETAILS-FIRE RATED DETAILS 3/29/2018 PORTLAND, OR 97204 PORTLAND, OR 97205 S0.01 GENERAL NOTES-APARTMENTS A4-2.03 BUILDING 4 FLOOR PLAN LEVEL 03 AX-8.12 INTERIOR DETAILS-FIRE RATED DETAILS STAMP PHONE: (503)415-2393 FAX: (503)415-2304 PHONE: (503)224-2554 FAX: (503)223-4463 S0.02 GENERAL NOTES-APARTMENTS A4-2.04 BUILDING 4 FLOOR PLAN LEVEL 04 AX-8.13 INTERIOR DETAILS CONTACTS: MATT NEISH, CHRISTINA KWIECIENSKI CONTACT: SKIP GRODAHL 54-2.01 FOUNDATION PLAN-BUILDING 4 A4-2.05 BUILDING 4 ROOF PLAN AX-8.14 INTERIOR DETAILS LANDSCAPE ARCHITECT 54-2.02 SECOND FLOOR FRAMING PLAN-BUILDING 4 A4-2.12 BUILDING 4 REFLECTED CEILING PLANS AX-8.15 AIR SEALING COMPARTMENTALIZATION OTAK, INC. OWNER CONTRACTED CONSULTANTS _ S4-2.03 THIRD FLOOR FRAMING PLAN-BUILDING 4 A4-3.01 BUILDING 4 EXTERIOR ELEVATIONS AX-8.20 STAIR DETAILS ,A 808 SW THIRD AVENUE, SUITE 300 CONTRACTOR 54-2.04 FOURTH FLOOR FRAMING PLAN-BUILDING 4 A4-3.02 BUILDING 4 EXTERIOR ELEVATIONS AX-8.21 ELEVATOR&MECH SHAFT DETf1 J '- - II PORTLAND, OR 97204 S4-2.05 ROOF FRAMING PLAN-BUILDING 4 A4-4.15 BUILDING 4 BRIDGE PLAN, SECTIONS&ELEVATION AX-9.01 WASTE ENCLOSURE PHONE: (503)287..6825 DBG PROPERTIES LLC S4-3.01 SHEARWALL PLAN-BUILDING 4 D#3 P R O P E R T I E CONTACT: KAITLIN NORTH 2164 SW PARK PLACE PORTLAND, OR 97205 54-4.01 SHEARWALL ELEVATIONS-BUILDING 4 AX-4.11 WALL SECTIONS EC0.0 COVER SHEET&GENERAL NOTES LLC CIVIL ENGINEER PHONE: (505)402-0091 58.01 FOUNDATION DETAILS-APARTMENTS AX4.12 WALL SECTIONS EC1.0 CLEARING&DEMOLITION PLANS(1 OF 2) OTAK, INC. CONTACT:TYLER COLEMAN 58.02 FOUNDATION DETAILS-APARTMENTS AX-4.13 WALL SECTIONS EC1.1 CLEARING&DEMOLITION PLANS(2 OF 2) 808 SW THIRD AVENUE, SUITE 300 58.03 FOUNDATION DETAILS-APARTMENTS AX-5.01 STAIR 1 PLANS&SECTIONS EC2.0 GRADING, STREET AND UTILITY CONSTRUCTION PORTLAND, OR 97204 STRUCTURAL ENGINEER 88.04 BRIDGE DETAILS AX-5.02 STAIR 2 PLANS&SECTIONS EC2.1 GRADING, STREET AND UTILITY CONSTRUCTION CONSULTANT PHONE: (503)415-2408 ENAYAT SCHNEIDER SMITH ENGINEERING, INC. 58.21 FLOOR FRAMING DETAILS-APARTMENTS AX-5.03 ELEVATOR&MECHANICAL PLANS&SECTIONS EC3.0 EROSION CONTROL DETAILS CONTACT: KYLE CHILDERS DENVER, CO0205 CT STREET, SUITE 203A S8.22 FLOOR FRAMING DETAILS-APARTMENTS AX-5.11 UNIT PLANS EC3.1 EROSION CONTROL DETAILS OFFICE COPY ARBORIST PHONE: (720)9041234 58.23 FLOOR FRAMING DETAILS-APARTMENTS AX-5.12 UNIT PLANS CITY OF TIGARD TERAGAN &ASSOCIATES, INC. CONTACT: WAHID ENAYAT S8.31 ROOF FRAMING DETAILS-APARTMENTS AX-5.13 UNIT PLANS 3145 WESTVIEW CIRCLE S8.32 ROOF FRAMING DETAILS-APARTMENTS AX-5.14 UNIT PLANS REVIE ED FOR CODE COMPLIANCE LAKE OSWEGO, OR 97034 GEOTECHNICALENGINEER S8.41 SHEAR DETAILS-APARTMENTS AX-5.15 UNIT PLANS Approved:PHONE: (503) 697-1975 FAX: (503)697-1976 RHINO ONE GEOTECHNICAL PP I CONTACT: TERRENCE FLANAGAN 4610 NE 77TH AVE, SUITE 126 S8.42 SHEAR DETAILS-APARTMENTS AX-5.16 UNIT PLANS OTC: VANCOUVER,WA 98662 AX-5.17 UNIT PLANS MECHANICAL, ELECTRICAL & PLUMBING ENGINEER PHONE: (360)258-1738 A4-0.11 BUILDING 4 CODE SUMMARY AX-5.18 UNIT PLANS Permit #: asap 1n I $- nOnc)4 MFIA, INC. CONTACT: RAJIV ALI A4-0.12 BUILDING 4 CODE PLANS LEVEL 01 -02 AX-8.01 EXTERIOR DETAILS-OPENINGS Address: -TR,'n ssw 4_4 v n 7 j< 2007 SE ASH STREET A40.13 BUILDING 4 CODE PLANS LEVEL 03-04 AX-8.02 EXTERIOR DETAILS-OPENINGS Suite#; cis) 9- PORTLAND, OR, 97214 GREEN BUILDING CONSULTANT A4-1.01 BUILDING 4 VERTICAL CONSTRUCTION ASSEMBLIES AX-8.03 EXTERIOR DETAILS-SIDING PHONE: (503)234-0548 FAX (503)234-0677 EARTH ADVANTAGE A4-1.02 BUILDING 4 HORIZONTAL CONSTRUCTION ASSEMBLIES AX-8.04 EXTERIOR DETAILS-FOUNDATION Br Date: 1 o-a CL-1./ CONTACT: JAMES L. TORMEY 623 SW OAK ST, THIRD FLOOR A4-1.12 BUILDING 4 SCHEDULES AX-8.05 EXTERIOR DETAILS ' PORTLAND, OR 97205 PHONE: (503)968-7160 X23 CONTACT: ERIC FOLEY PROJECT INFORMATION ABBREVIATIONS SYMBOLS # NUMBER GB GRAB BAR PERF PERFORATED, SITE & AND GPM GALLONS PER PERFORATE VICINITY MAP ENERGY CODE COMPLIANCE CL CENTERLINE MINUTE PLAM PLASTIC L._. a ASSEMBLY TAG LEGAL DESCRIPTION: AC ACRE GYP GYPSUM LAMINATE 251010001600 ACC ACCESSIBLE PL PLATE, AED AUTOMATED HB HOSE BIB PROPERTY LINE O A TOTAL SITE: 14.88 ACRES EXTERNAL HC-PHS HOLLOW CORE PLYWD PLYWOOD WINDOW TAG DEFIBRILLATOR PRIMED PNL PANEL C Mcheck Software • ON-SITE IMPERVIOUS (BLDGS):69,091 SF(1.59 ACRE) AFF ABOVE FINISH FLOOR HARDBOARD PNT PAINT Cl ON-SITE IMPERVIOUS (ROADS,WALKS): 227,986 SF(5.23 ACRE) ADJ ADJUSTABLE HDR HEADER PR PAIR V n ,t9°�� TIGARD AHU AIR HANDLING UNIT HDW HARDWARE PREFIN PREFINISHED F y�1 QQfIG. E DOOR TAG TC WEST y ZONING: ALUM ALUMINUM HM HOLLOW METAL PREPR PRE-PRIMED Al ` STATION �� APPROX APPROXIMATE HORIZ HORIZONTAL PT PRESSURE cD}, • • MUE(PD) APT APARTMENT HR HOUR TREATED, N 4HVAC HEATING POST TENSION LLINORTH ARROW SI?iy llon't: Project Infertratlafl. EXISTING USE: VACANT LAND BD BOARD VENTILATION \ UM2i�� Opy Code:.20.14.0r1900 0 BDRM BEDROOM AND AIR R RISER, RADIUS \ RST Ptoject Title; PROPOSED USE: 4 STORY WOOD FRAMED APARTMENTS. BLDG BUILDING CONDITIONING R&S ROD AND SHELF 0 M Project Type:tdewConeitudiort' BLKG BLOCKING RCP REFLECTED I Envelope Compliance I Qr Pik 1 r.� BM BEAM IBC INTERNATIONAL CEILING PLAN(S) re Construction Site, Owner/Agent: De4s lantre£tor^ DETAIL TAGS ,. a 4-8.01 A4-8.01 g PARKING BOT BOTTOM BUILDING CODE RD ROOF DRAIN \ \ v � �_- , , kt T °aa„ BR BEDROOM ICBG INTERNATIONAL REF REFERENCE �� L i \ 11 C4 STANDARD PARKING STALLS ARE MINIMUM 8.5'x 18.5'. CONFERENCE OF REFL REFLECTED \ ` Ve wale Arg, ACCESSIBLE PARKING STALLS ARE MINIMUM 8.5'X 18.5'WITH 5'AISLE. CIP CAST-IN-PLACE BUILDING REFR REFRIGERATOR CL ��` i"° COMPACT PARKING STALLS ARE MINIMUM 7.5'x 16.5'. CJ CONTROL JOINT OFFICIALS READ REQUIRED A4-3.0 3 EXTERIOR ELEVATION TAG r`�" "'t$ CL CLOSET IN INCH REST RESTROOM (Illy',Reo►deritf TOTAL PARKING REQUIRED #OF STALLS CLG CEILING INFO INFORMATION RM ROOM 1 D PROJECT Section 2: I=n l CLR CLEARANCE) INSUL INSULATE(D), (ION) RO ROUGH OPENING CO litt 0 TOTAL SURFACE STALLS 428 CMU CONCRETE UNIT INT INTERIOR Y SITE '" ''"�" `�F'"''''' MAX. COMPACT SURFACE STALLS 50%OF TOTAL MASONRY SAMF SELF-ADHERING 1C A4-5.11 1A INTERIOR ELEVATION TAGci \ Li,TOTAL ACCESSIBLE STALLS (PER OSSC 1106.2) 9 CPT COL CARPET JAN JST JANITOR'S MEMBRANE N W COLUMNS CONT CONTINUOUS JOIST SD FLASHING J Y N SMOKE 1 B N \ \ TOTAL PARKING PROVIDED 428 CONN CONCRETE KDHM KNOCK-DOWN DETECTORLU LU Z CORR CORRIDOR D DRYER HOLLOW METAL SF SQUARE FOOT �N Cl) TOTAL STANDARD STALLS TOTAL COMPACT STALLS 233 184 KIT KITCHEN SHTHG SHEATHING a BUILDING SECTION TAG = 0 SIM SIMILAR 4-4.01ak 4-4.01 0 ce N.......--/-TOTAL ACCESSIBLE STALLS 11 DBL DOUBLE LAM LAMINATE SPEC SPECIFICATION N...__..." UJ L.J DF DRINKING LAUN LAUNDRY STD STANDARD LL GENERAL NOTES FOUNTAIN LD LOAD STL STEEL = CD Q BUILDING DATA DIA DIAMETER LGT LIGHT STOR STORAGE 1 WALL SECTION TAGti 0 DIM DIMENSION LN LINEN STC SOUND 4-4.11 R 1. THE INFORMATION HEREIN IS OF A PROPRIETARY NATURE AND IS 6. SLOPE ALL GRADES AT PLANTING AREAS, SIDEWALKS AND ASPHALT NUMBER OF DWELLING UNITS 264 DN DOWN LVT LUXURY VINYL TRANSMISSION SUBMITTED IN CONFIDENCE FOR USE BY OTAK, INC. CLIENTS ONLY. IT HAS PARKING PAVING WITHIN 5' OF A BUILDING AWAY FROM THE BUILDING. IF CONSTRUCTION TYPES VA-APARTMENTS DR DOOR TILE CLASS TOP OF SLAB duELEVATION DATUM BEEN PREPARED FOR THIS PROJECT AT THIS SITE AND IS NOT TO BE USED CONFLICTS OCCUR, NOTIFY ARCHITECT IMMEDIATELY. SEE CIVIL VB-CLUBHOUSE DS DOWN SPOUT LW LIVE/WORK STRUCT STRUCTURAL 100'-0" TITLE FOR ANY OTHER PURPOSE, LOCATION OR OWNER WITHOUT WRITTEN DRAWINGS FOR FINISHED GRADES ADJACENT TO BUILDINGS. NUMBER OF FLOORS 4 DU DWELLING UNIT SV SHEET VINYL CONSENT OF OTAK, INC. UNAUTHORIZED REPRODUCTION, PUBLICATION OR BUILDING AREA SEE SITE PLAN SHEET A-0.02 DW DISHWASHER MA1NT MAINTENANCE /� DISSEMINATION, IN WHOLE OR IN PART IS EXPRESSLY PROHIBITED. 7. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO BUILDING HEIGHT 44'-0"+l-TO TOP OF HIGH ROOF DWG DRAWING MAIL MATERIAL T TREAD A. 1 GRID LINE:/GRID BUBBLE # DATE DESCRIPTION INFORMATION CONTAINED HEREIN REMAINS PROPERTY OF OTAK, INC.,AND PROCEEDING WITH THE WORK. MAX MAXIMUM TEMPERED RECEIPT OR POSSESSION OF THIS INFORMATION CONFERS NO RIGHT IN OR EA EACH MDF MEDIUM DENSITY T&G TONGUE & LICENSE TO USE OR DISCLOSE TO OTHERS THE SUBJECT MATTER CONTAINED 8. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS, DO NOT SCALE EJ EXPANSION JOINT FIBERBOARD GROOVE ROOM TITLE HEREIN FOR ANY BUT AUTHORIZED PURPOSES.ALL RIGHTS RESERVED. DRAWINGS, NOTIFY ARCHITECT OF DISCREPANCIES PRIOR TO PROCEEDING EL ELEVATION MECH MECHANICAL TB TOWEL BAR ROOM NAME COPYRIGHT 2018, WITH THE WORK. U N IT MIX ELEC ELECTRICAL MEMS MEMBRANE TEL TELEPHONE 2. THE CONTRACT DOCUMENTS CONSIST OF THE AGREEMENT BETWEEN 9. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS EEPPEV ELECTRICAL MIN MINIMUM GLASS OWNER AND CONTRACTOR, CONDITIONS OF THE CONTRACT(GENERAL, AND METHODS AND SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF PANEL MIRR MIRROR(ED) THK THICK, SUPPLEMENTARY,AND OTHER CONDITIONS), DRAWINGS, SPECIFICATIONS, CONSTRUCTION UNTIL FINAL LATERAL AND VERTICAL CARRYING SYSTEMS SEE SITE PLAN SHEET A-0.02 FOR UNIT MIX INFORMATION. EQUIP EQUIPMENT MISC MISCELLANEOUS THICKNESS ADDENDA ISSUED PRIOR TO AGREEMENT AND MODIFICATIONS ISSUED AFTER ARE COMPLETED. EQ EQUAL MO MASONRY TO TOP OF 0REVISION TAG AND CLOUD EXECUTION OF THE CONTRACT. EXIST EXISTING OPENING TP TOILET PAPER 10. DIMENSIONS ARE SHOWN TO FACE OF STUD, FACE OF CONCRETE, FACE EXT EXTERIOR MTL METAL T/S TUB/SHOWER 3. ANY DOCUMENT IN THIS SET WHICH HAS BEEN PREPARED BY ANY OF MASONRY, GRID/COLUMN LINE, CENTERLINE OF ELEMENT, COUNTERTOP TYP TYPICAL SUBCONTRACTOR, DESIGNER,AND/OR SUBCONSULTANT WHO IS UNDER A EDGE, OR AS NOTED. FC FIBER CEMENT N NORTH REVISIONS CONTRACT DIRECTLY WITH THE OWNER AND/OR CONTRACTOR IS ONLY FCP FIBERCEMENT PANEL NNA NOT IP NOT INTHISUNO UNLESS NOTED APPLICABLE UL UNLIMITED INCLUDED IN THIS SET FOR PURPOSES OF REFERENCE AND COORDINATION. 11. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION ADDITIONAL PERMITS REQUIRED OTAK DISCLAIMS ALL LIABILITY RELATING TO THE DRAWING AND OF SUBCONTRACTOR WORK, COMPLIANCE WITH DRAWINGS AND Fire Sprinkler NI FIBERGLASS PACKAGE OTHERWISE CONSTRUCTION OF THE IMPROVEMENTS OR SYSTEMS IT DEPICTS EXCEPT AS SPECIFICATIONS, AND ACCURATE LOCATION OF STRUCTURAL MEMBERS, FD FLOOR DRAIN NO NUMBER UNFIN UNFINISHED PP,CK,JL,NIL,TF MN SPECIFICALLY ASSUMED IN A WRITTEN CONTRACT SIGNED BY OTAK AND THE OPENINGS FOR MECHANICAL, ELECTRICAL,AND MISCELLANEOUS Fire Alarm FEC FIRE EXTINGUISHER NR NON RATED RELATED PERMITS / REVIEWS DRAWN BY CHECK BY OWNER. EQUIPMENT. CONTRACTOR SHALL VERIFY DIMENSIONS AND OPENING SIZES Mechanical CABINET NTS NOT TO SCALE VCT VINYL (CLEARANCES REQUIRED) FROM THE MANUFACTURERS PRIOR TO FIN FINISH COMPOSITION PERMIT SET 4. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, INCLUDING CONSTRUCTION OF OR INSTALLATION OF EQUIPMENT, FURNISHINGS,AND Plumbing FLR FLOOR OC ON CENTER TILE • PDR2017-00004 PLANNED DEVELOPMENT REVIEW STATUS THOSE IN ELECTRONIC FORM, PREPARED BY THE ARCHITECT,AND THE ACCESSORIES. Electrical END FOUNDATION OCC OCCUPANT(S) VERT VERTICAL • SLR2017-00005 SENSITIVE LANDS REVIEW ARCHITECTS CONSULTANTS ARE INSTRUMENTS OF SERVICE THROUGH FO FACE OF OCCUPANCY(IES) VRFY VERIFY • MLP2017-00009 MINOR LAND PARTITION 03.29.2018 WHICH THE WORK TO BE EXECUTED BY THE CONTRACTOR IS DESCRIBED. 12. PROVIDE ACCESS PANELS AS REQUIRED. LOCATION, FINISH,AND TYPE Truss Engineering i FOC FACE OF CONCRETE OLF OCCUPANT LOAD VS VERSUS • PFI2018-00049 PFI SUBMITTAL DATE UNLESS INDICATED OTHERWISE,THE ARCHITECT AND ARCHITECT'S SHALL BE APPROVED BY ARCHITECT PRIOR TO OBTAINING AND INSTALLING. Shop Drawings FOE FACE OF FINISH FACTOR W WASHER • )000(X SITE DEVELOPMENT SUBMITTAL CONSULTANTS SHALL BE DEEMED THE AUTHORS OF THEM AND WILL RETAIN ACCESS PANEL LOCATIONS NOT APPROVED BY ARCHITECT WILL BE FOS FACE OF STUD OPP OPPOSITE W/ WITH 17052 ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, IN ADDITION SUBJECT TO MODIFICATION AT NO ADDITIONAL COST. PROVIDE RATED Other FOW FACE OF WALL OPNG OPENING WD WOOD DEFERRED SUBMIT PROJECT NUMBER TO THE COPYRIGHTS. ACCESS PANELS WITH THE SAME RATING AS THE ASSEMBLY IN WHICH THEY FRP FIBER REINFORCED ORD OVERFLOW ROOF WH WATER HEATER SUBMITTALS ARE INSTALLED.ACCESS PANELS IN SHAFT WALLS, RATED FLOOR/CEILINGS PLASTIC DRAIN WIC WALK IN CLOSET 5. IF COORDINATION OF ARCHITECTURAL, CIVIL, LANDSCAPE, STRUCTURAL, OR RATED ROOF/CEILINGS SHALL BE SMOKE SEALED. FT FEET OSB ORIENTED WIN WINDOW MECHANICAL ELECTRICAL, PLUMBING AND SPRINKLER ELEMENTS RESULT IN FTG FOOTING WALL STRAND WP WATERPROOF • METAL GUARDRAILS AND HANDRAILSA4.0 . 01 CONFWORK LICTS, NOTIFY ARCHITECT OF ELEMENTS RESULTING IN CONFLICTSP. OSSC TO COMMENCING ANY FT FEET BOARD OSSC OREGON WR WATER • COMPOSITE RESISTANT • WOOD ROOF TRUSSES CITY FLOOROJOISTS CITY OF TIGARD GA GAUGE, GYPSUM STRUCTURAL WRB WATER • SPRINKLER SHOP DRAWINGS Approved by Planning ©2018 OTAK,INC. ASSOCIATION SPECIALTY CODE RESISTANT • PRE-MFR BRIDGE1 GAL GALVANIZED OVFL OVERFLOW BARRIER Date. If this drawing is not 24"x 36"it has been !nit' s. C-13 reduced/enlarged. Scale accordingly. BLDG AREA UNIT COUNT SITE NOTES Ota 1. MAILBOXES MUST COMPLY WITH ADA REQUIREMENTS. BUILDING NO. NO. OF TOTAL GROSS BUILDING NO. TYPE 'A' UNITS TYPE 'B' UNITS TOTAL CUSTOMER COMPARTMENT REACH RANGE MUST BE FLOORS BLDG AREA (SF) WITHIN 48"AND 28"AFF. SEE A3-9.01 FOR ADD INFO. Otak Arc. ' Cts, Inc. 2. MAILBOX SUPPLIER MUST VERIFY WITH US POSTAL 808 SW ' ird Ave ue, Suite 300 BUILDING #1 4 49,648 BUILDING #1 3 (2) 1 BD, (1) 2 BD 53 56 SERVICE THAT MAILBOXES COMPLY WITH USPS Portia D, OR 97204 REQUIREMENTS. main 13.287.6825 rr iw.atak.com BUILDING #2 4 41,$12 BUILDING #2 3 (2) 1 BD, (1) 2 BD 45 48 3. SEE SITE DEVELOPMENT SUBMITTAL FOR ADDITIONAL BUILDING #3 1 3,342 BUILDING #3 0 0 0 0 N INFO. 4. SEE CIVIL FOR ADA PARKING INFORMATION . ) ilk, BUILDING #4 4 50,848 BUILDING #4 3 (1) 1 BD, (1) 2 BD, (1) 3BD 45 48 •i' 20 BUILDING #5 4 49,648 BUILDING #5 3 (2) 1 BD, (1) 2 BD 53 56rot :'IAN R.FLEL�NER BUILDING #6 4 58,671 BUILDING #6 3 (1) 1 BD, (1) 2 BD, (1) 3BD 53 56 PORTLAND OR TOTAL 253,969 TOTAL 15 249 264 1 LEGEND OF 0 111041111004110 ACCESSIBLE PATH 3/29/2018 STAMP 4 PROJECT INFO — ). L DBG PROPERTIES TAX MAP/LOT NOS: WASHINGTON COUNTY TAX MAP LLC 2S10100 TAX LOT 1600 ZONING: MUE(PD) CONSULTANT . • % u'. r ---C-\ \ /15%------ u :. �� /1! P / /1 # -.„------"------- ----- • III: CO , ' '-...,-' '''''. \ SN14 C IN*9:C6# 4 • .,. . ....L,.."...... _46\k\•:\\ r • .-!----1.'----------- +,' 0--\#i Jam_ ----: �,�<`'� 0 ® I • N� It • • • r 4 1 r • v ® 1U =_ _ , •_____j.-- - :. _ .0 ,o --' /1-- / u i la 4. Ce �J a c <IC PEDESTRIAN PATH • • , • N , r 50' DEVELOPEMENT / \ 1 , 0 ®�f W 1 • \ BUFFER ,........ ........ ° y T C 0— \oilh‘ .: • • . ' • I l o� r PROPERTY LINE W • / \\141141,\11D„ 1 • c:i w co /� �a��'s r�r� • a a a ? ? a a a a a a a 0 a a 0 a a a a a a a D a a a a a a 7 111111L ( \ "• , * ....._ �� .._ rJ'fir �ta- --„.. •• ✓ .-•7. •f�� ! - _ ` . . ., :. :-______ .. - - -: • : , PEDESTRIAN \ <. 4 • • / _.•�•:, r ”' ' ' � , 0 N w \ ACCESS BRIDGE , / / • / ' "� o�, ' i/ STORM J CV / / / p— I �� / // REAT WATER 1. as alaaoaoo aaoaaaa a 0a }•p-/ •.. 0 ACCESSIBLE r �° , ., •• TREATMENT ILLI Z d? itlf • , FAC LITYZ RAMPA 411 I \ ' a ,`" * �rlrrrr4. / 0 \ 0 , • yCt 3,,. .� 7 PEDES 14IAN • ,l' 1 H\ 1 f •.:...emp 4��"� ti:f./.. .' • �, �,, ACCESS BRIDGE 1= m m — e. ( .l►E • W {n W a �•4 z�.�.. ATI:._ -.a-.._17111. �r fl�EN SPACE (L • ii,.1, �a� �" ' LL � STO M WATER o. - �PLANiTER TYP. `"'„�``' °° CLUSTER PEDESTRIAN _ _`_ J6 W 1 h- F. . ........<. , MAILBOXES ACCESS BRIDGE a r y r I WALL iL r Imo. REE IIL \--7- -- _._'<:--- i nr•NO. I at+ .I_A _. r rIF �r■1; w - n SEE C •� 1 _ I I .� - .+LC:: ': ,. �LEv - I� '.x. .. .W: mt. . V, . ` _ SWIMMING - ' • TITLE _� BLDG 4 :� .� BLDG 6 "`� ., POOL AREA; BLDG n a< ][ BLDG 2 _ NOTE:SEE SITE DEVELOPMENT PACKAGE i��_.•�_ 11111 II . 1 I Ilrl ` : x r. FOR LANDSCAPE PLANS FF=205,25 (SEPARATE j- �'IEI FF=202.50 �, I 1==19$.25 # DATE DESCRIPTION N I _ FF=199.00 �, FF=201.25 / T PERMIT) .29'-9 112 w O /� �, ,- 1118 -3” -. w o -- mimi w r h� ter_ ha x-, Y Z I £ £ Y i" Y '[ r s °10 :.rte` - � rgC.* \ \ It 1,41 '-','-' -'''-:‘:*•:' ‘;:.4",,'“-:,--'w:,::•,-.:-.,'''',-...-::•S-= -__....` .;:'-^;"-:,-.. .NI, f;, —::---'' 1 ir y1 g _tY9• S 7r.,_ I I ][ YYYXII � Y ;,fd 7r ;EYIYlf; B ;E Y £ YAY .Yar3rY ![ YIgF. 1tIfXY ][ Yt '�. .[ �. :, � `;. _,; _,�#,�'?'�r~ �� sYi[ � Y �CX >ETxiii % Torr £ I � i : :w xy� I:'3r.i'>[ ,[ YN:..Yx • ar-/ . 7IZ1H �.' ]� ][ 144 111"Is* R Y i l'�� i t a ®.�� m�.�oae®mom _1 IF ° o 'iINIA £ ► I a a a a o a o a a a 0 Mll �. J1 JJ I0 i I I j 177- E 5T-0" II sl a 230'-2., _ 151' 8" • L H I1 58'-11" R I I I a ;'r; I I 11 .1 • C.f.41 \ 1 Iii k �y L��,1 _ ,. a10�0 Orr 11 N X010 Ola 0 0 01010 0 0 0 0 0 0 0 0 0 ala a 0 0 0 0 0�01?I?la�0 1. __.. _ a a ? a s 03 3 ? 00 a ■ n alla alala aI? a ? ? � ? a a a ■ ■ 2 -�� II�-- 1 iliiill !! 11111 1I ��I _ 1� 111111 I l 111 \ ��m® -r1 I J --12.11, ,1212-4,..,4:,.-..;.,..;.:.....„,::;...,::.::: �II�I�I�®I�t� l; 1, "" Ti‘ \ iii S .. Ft.;:.:.,,,.,,,,!,.:-...1,;.<1.;...:,1.,430 :,:::::::t&IV,i* `�� `x::31:'' .,<. .<. ,1:::::. ....:.. -... t:r -_. ---- REVISIONS i� .�46. • • 11w•• • • �� • • • • • • • s • • r_ • • • w.,w�wr r rrrtr. • • �• • • • • • • • • • • • • • • • ��• • • • • rrwrrr r • err • • • w �� • • • • • • • • ��11• r • s w wt� • • • r Oa • • PEDESTRIAN PATH CONNECTION BLDG 3 Author Checker \ LIDA PLANTER,TYP 24'ACCESS EASEMENT TO INDUSTRIAL PARK DRAWN BY CHECK BY s \` SEE TRASH ENCLOSURE SH ENCLOSURE- PROPERTY LINE CLUBHOUSE FUTURE WALL STREET INDUSTRIAL PARK(BYOTHERS) CITY OF TI GAR D PERMIT SET l DRAWING SET, TYP Approved by Plannll STATUS •:` I Date: �� 03.29.2018 Initlals: DATE 17052 PROJECT NUMBER I 0' 30' 60' 120' A4.0 ■ 0 2 1 REFERENCE SITE PLAN ©2018 OTAK,INC. . If this'4-0.0 SCALE: 1"=60'-0" reduced/enlarged. Scale accordingly.�een LIGHT-METAL PLATE-CONNECTED WOOD TRUSSES Otak DESIGN LOADS PROJECT GENERAL NOTES CONCRETE -CAST -IN - PLACE 1. GOVERNING CODE: 1. UNLESS NOTED OTHERWISE, MATERIAL AND DESIGN SPECIFICATIONS CITED HEREIN 1. ALL CONCRETE SHALL BE NORMAL WEIGHT AGGREGATE UNLESS NOTED. CLEARLY 1. TRUSSES SHALL COMPLY WITH ALL PROVISIONS OF THE DESIGN SPECIFICATIONS A. 2014 OREGON STRUCTURAL SPECIALTY SHALL BE THOSE CONFORMING WITH VERSION OF THE APPLICABLE SPECIFICATION OR IDENTIFY INTENDED USE FOR EACH MIX DESIGN SUBMITTED FOR APPROVAL. CONCRETE FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES OF THE TRUSS PLATE CODE CODE MOST RECENTLY ADOPTED BY THE PERMITTING AUTHORITIES. THESE SHALL CONFORM TO THE FOLLOWING TABLE: FRAMING LUMBER INSTITUTE, EXCEPT AS NOTED OTHERWISE. . ... B. ASCE 7-10 STRUCTURAL NOTES ARE TO BE USED AS A SUPPLEMENT TO THE SPECIFICATIONS. o USE STRENGTH (PSI) WIC RATIO SLUMP (IN) AIR (10) 1. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR-LARCH U.N.O. NOTED ON THE 2. ALL TRUSS AND COMPRESSIVE MEMBER STAY BRACING AND CONNECTIONS SHALL Otak Architects, Inc. 2. ROOF LOAD (APARTMENTS): INTERIOR SLAB ON GRADE 3.000 0.55 4-6 0-2 DRAWINGS. 2. REFER TO THE ARCHITECTURAL DOCUMENTS FOR ALL DIMENSIONS NOT SHOWN ON BE MANUFACTURED DESIGNED BY AN APPROVED MANUFACTURER. A. SNOW LOAD 25 PSF + SNOW DRIFT AS NOTED THE STRUCTURAL CONTRACT DOCUMENTS. DO NO SCALE THE STRUCTURAL FOOTINGS/FNDN WALLS 3,000 0.50 2-4 5-7 808 SW Third Avenue, Suite 300 ALL OTHER STRUCTURAL 3,000 0.55 2-4 4-6 2. LUMBER GRADE SHALL BE AS FOLLOWS: 3. MEMBERS SHALL NOT EXCEED THE FOLLOWING DEFLECTION CRITERIA: Portland, OR 97204 B. LIVE LOAD/CORRIDORS 20 PSF CONTRACT DOCUMENTS. C. DEAD LOAD (TRUSS TOP CHORD) 11 PSF CONC. NOT NOTED A. EXTERIOR WALL STUDS: DOUGLAS FIR-LARCH#2 U.N.O. ON DRAWINGS ROOF LIVE = L1360 ROOF DEAD = Li240 main 503.287.6825 D. DEAD LOAD (TRUSS BOT. CHORD) 9 PSF 3. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND LOW CALCIUM (CLASS F)FLYASH MAY REPLACE CEMENT BY EQUAL MASS UP TO B. INTERIOR WALL STUDS: DOUGLAS FIR-LARCH #2 U.N.O. ON DRAWINGS FLOOR LIVE = L/480 FLOOR DEAD = L/240 www.otak.com E. DEAD LOAD (TOTAL) 20 PSF CONDITIONS WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND CIVIL 30% OF TOTAL CEMENT WEIGHT. C. JOISTS: AS NOTED ON DRAWINGS DRAWINGS AND NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR D. BEAMS/HEADERS: DOUGLAS FIR-LARCH #2 U.N.O. ON DRAWINGS 4.TRUSS MANUFACTURER SHALL FURNISH COMPLETE ENGINEERING SHOP DRAWINGS 1, 2. ROOF LOAD (CLUBHOUSE): INCONSISTENCIES. 2. A MINIMUM OF FIVE (5) CONCRETE TEST CYLINDERS SHALL BE PROVIDED FOR EVERY E. POSTS: DOUGLAS FIR-LARCH #2 OR BETTER, U.N.O. ON DRAWINGS AND CALCULATIONS WITH REGISTERED STRUCTURAL ENGINEER'S SEAL. SHOP ' T.. PRQ fJ,• A. SNOW LOAD 40 PSF FIFTY CU. YARDS, OR EACH DAY OF POUR, FOR EACH CONCRETE STRENGTH OR FOR F. BLOCKING, PLATES: DOUGLAS FIR-LARCH STANDARD OR BETTER DRAWINGS SHALL CLEARLY SHOW ERECTION PLAN, ALL STAY BRACING FOR TRUSS �S G N E �i B. LIVE LOAD 100 PSF 4. THE SIZE, WEIGHTS AND LOCATIONS OF ALL EQUIPMENT PADS, ROOF MOUNTED EACH 2000 S.F. OF POUR. CYLINDERS SHALL BE TESTED AS FOLLOWS: COMPRESSIVE MEMBERS AND REQUIRED CONNECTIONS. TRUSS DESIGNS SHALL i p C. DEAD LOAD (TRUSS TOP CHORD) 15 PSF (INCLUDES GREEN ROOF) MECHANICAL UNITS, AND PENETRATIONS REQUIRED FOR MECHANICAL, ELECTRICAL, ONE (1)AT SEVEN (7) DAYS, THREE (3)AT TWENTY-EIGHT(28) DAYS, AND ONE (1) 3. ALL MEMBERS 3x OR LESS (LEAST DIMENSIONS) SHALL BE KILN-DRY W/ 15% INCLUDE ALL MEMBER FORCES AND COMBINED STRESSES FOR VERIFICATION. clic 6i . . ,i , D. DEAD LOAD (TRUSS BOT. CHORD) 10 PSF AND PLUMBING WORK SHALL BE VERIFIED BY THE CONTRACTOR. ALL PENETRATIONS HOLD. MOISTURE CONTENT, MAXIMUM AT THE TIME OF DRYWALL INSTALLATION. SUBMITTAL SHALL ALSO INCLUDE ALL I.C.B.O. APPROVAL INFORMATION. E. DEAD LOAD (TOTAL) 25 PSF ARE SUBJECT TO APPROVAL BY THE ARCHITECT/ENGINEER. • 11 3. CONCRETE MATERIALS, FORM WORK, MIXING, PLACING AND CURING SHALL 4. PROVIDE SOLID BLOCKING (SAME DEPTH OF MEMBER)AT ALL POINTS OF BEARING. 5.ALL CONNECTION PLATES SHALL DEVELOP THE FULL STRESS IN A MEMBER WITH A • `� 3. FLOOR LOAD (APARTMENTS): 5_ANY CONTRACTOR INDUCING LOADS ON THE STRUCTURE NOT SPECIFIED ON THE CONFORM WITH THE SPECIFICATIONS CONTAINED IN THE A.C.I. "MANUAL OF MINIMUM TRANSFER AT ANY MEMBER OF TWO THOUSAND (2,000) LBS. 1 •• 4 A. LIVE LOAD (TYPICAL FLOOR) 25 PSF + SNOW DRIFT AS NOTED CONTRACT DOCUMENTS MUST OBTAIN APPROVAL FROM THE ARCHITECT/ENGINEER CONCRETE PRACTICE". 5. ALL PLATES AND LEDGERS IN CONTACT WITH CONCRETE OR MASONRY SHALL BE -4a G. el* B. LIVE LOAD STAIRS 20 PSF . . PRESSURE TREATED IN ACCORDANCE WITH A.W.P.A. STANDARD C-2. PRESSURE PRIOR TO ERECTION. 6. CONNECT ALL TRUSSES TO SUPPORTING MEMBERS WITH ONE (1) SIMPSON H2.5A C. DEAD LOAD (TRUSS TOP CHORD) 42 PSF 4. ALL EXPOSED CORNERS SHALL HAVE A 3/4" CHAMFER, UNLESS NOTED OTHERWISE. TREATED LUMBER SHALL BEAR THE A.W.P.A, (AMERICAN WOOD PRESERVERS BUREAU) ANCHOR AND TWO (2) 10d TOENAILS, UNLESS NOTED OTHERWISE. I EXPIRES: 12/31/ Iq C D. DEAD LOAD (TRUSS BOT. CHORD) 8 PSF 6.FIELD ALTERATIONS FOR ANY STRUCTURAL MEMBER SHALL NOT BE EXECUTED QUALITY MARK. E. DEAD LOAD (TOTAL) 50 PSF WITHOUT APPROVAL FROM THE ARCHITECT/ENGINEER 5 ALL CONCRETE IN CONTACT W/ SOIL SHALL BE TYPE I OR II CEMENT. 7. PROVIDE A DRAG TRUSS OVER ALL SHEAR WALLS PARALLEL TO THE TRUSS 3-29-2018 6. PLYWOOD SHEATHING SHALL BE LAID WITH END JOINTS STAGGERED. DIRECTION PROVIDE BLOCKING PANELS BETWEEN TRUSSES OVER SHEAR WALLS STAMP 4. SNOW LOAD CRITERIA: 7. ARCHITECT/ENGINEER'S APPROVAL SHALL BE SECURED FOR ALL SUBSTITUTIONS. 6. AGGREGATE SHALL BE A MAXIMUM OF 3/4" DIAMETER AND CONFORM TO ASTM C33. PERPENDICULAR TO TRUSS, DESIGN THE DRAG TRUSS & BLOCKING OVER SHEAR A. GROUND SNOW LOAD Pg 25 PSF T BLOCK ALL SHEAR WALL SHEATHING WITH 2 x 4 FLAT BLOCKING AT ALL EDGES. WALLS FOR MINIMUM OF 300 PLF, U.N.O. ON DRAWINGS B. FLAT ROOF SNOW LOAD Pf 25 PSF 8. THE STRUCTURE AND ALL OF ITS PARTS MUST BE ADEQUATELY BRACED AGAINST 7. CONCRETE CYLINDER SAMPLING AND TESTING SHALL CONFORM WITH ASTM J C. EXPOSURE FACTOR Ce 1_0 WIND, LATERAL EARTH AND SEISMIC FORCES UNTIL THE PERMANENT LATERAL-FORCE SPECIFICATIONS. ACCEPTANCE OF CONCRETE SHALL BE GOVERNED BY THE ASTM 8. NAILING INDICATED ON PLANS AND DETAILS ARE "COMMON" NAILS AS DEFINED BY 8. TRUSS MANUFACTURER SHALL BE RESPONSIBLE FOR COORDINATING SLOPED - i D. THERMAL FACTOR Ct 1_0 RESISTING SYSTEMS HAVE BEEN CONSTRUCTED AND ALL OF ITS PARTS HAVE BEEN SPECIFICATIONS. ACCEPTANCE OF CONCRETE SHALL BE GOVERNED BY THE THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS), UNO. THE BEARING REQUIREMENTS WITH BEAM MANUFACTURER. ©mow E. IMPORTANCE FACTOR 1 0 INSTALLED. PROVISIONS OF A.C.I. 318"BUILDING CODE REQUIREMENTS FOR REINFORCED MINIMUM NAIL SIZES ARE AS FOLLOWS: DLIV PROPERTIES CONCRETE". 80 = 0.131" DIA X 2 1/2" LONG 9. TRUSS MANUFACTURER SHALL FURNISH ALL END AND INTERMEDIATE STIFFENERS, LLC 5. WIND CRITERIA(PER ASCE 7-10): 9. SHOP DRAWINGS, VENDOR DRAWINGS, OR ANY MATERIAL PREPARED AND 10D = 0.148" DIA X 3" LONG BLOCKING AND/OR SHEAR PANELS, METAL BRIDGING ASSEMBLIES AND HANGERS, AS A. ULTIMATE DESIGN WIND SPEED (3 SEC. GUST) 120 MPH SUBMITTED BY THE CONTRACTOR OR SUBCONTRACTOR ARE NOT CONSIDERED PART 8. CONSTRUCTION JOINTS BETWEEN FOOTINGS AND WALLS, COLUMNS OR PILASTERS 16D = 0.162" DIA X 3 1/2" LONG REQUIRED TO PROVIDE A COMPLETE FLOOR OR ROOF STRUCTURAL SYSTEM. ' B. NOMINAL DESIGN WIND SPEED (3 SEC. GUST) 93 MPH OF THE STRUCTURAL CONTRACT DOCUMENTS. ANY ENGINEERING DESIGN PROVIDED AND THE SLABS THEY SUPPORT AND WALL CONSTRUCTION JOINTS SHALL BE U.N.O. MINIMUM FRAMING NAILING SHALL CONFORM TO IBC TABLE 2304.9.1. SEE _ C. EXPOSURE B BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF AN ENGINEER PREPARED BY ROUGHENING TO FULL AMPLITUDE OF APPROXIMATELY 1/4", LEAVING DETAILS FOR ADDITIONAL TYPICAL NAILING REQUIREMENTS. SUBSTITUTION OF NAILS 10. TRUSS SHALL BE DESIGNED FOR A POINT LOAD EQUAL TO A FILLED SPRINKLER '♦114i D. RISK CATEGORY 11 REGISTERED IN THE PROJECT STATE. THE CONTACT SURFACE CLEAN AND FREE OF LATENCY. CONSTRUCTION JOINT OTHER THAN "COMMON" NAILS IS NOT PERMITTED WITHOUT PRIOR APPROVAL. POWER PIPE, PLUS A MINIMUM 2501bs LOAD, APPLIED AT THE POINT OF HANGING PER NFPA. THE E. INT. PRESSURE COEFF., GCPi ±0.18 LOCATIONS NOT SHOWN ON THE DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT DRIVEN NAILS OTHER THAN "COMMON" NAILS MAY BE USED IF PRODUCT DATA IS CONTRACTOR SHALL PROVIDE SPRINKLER SHOPS TO THE TRUSS MANUFACTURE FOR Enayat 111.- Schneider F. COMPONENT AND CLADDING PRESS. SEE BELOW 10. ALL FEATURES OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME AND ENGINEER FOR REVIEW. SUBMITTED AND APPROVED PRIOR TO USE. COORDINATION OF HANGER LOCATIONS AND MAINLINES Smith yt� TYPE AND CHARACTER AS SHOWN FOR SIMILAR CONDITIONS, SUBJECT TO REVIEW BY Engineering. Inc. THE PROJECT ARCHITECT AND ENGINEER. 9. CONTRACTOR SHALL SUBMIT FOR REVIEW DETAILS OF PROPOSED CONSTRUCTION 9. LAY OUT PLYWOOD TO ELIMINATE ANY WIDTH LESS THAN 1'-0". EXCEPT AT PLYWOOD 11. TRUSSES ATTACHED TO A WOOD LEDGER SHALL USE A TOP FLANGE HANGER OR 3141 WALNUT STREET, STE. 203A JOINTS NOT DETAILED IN THE STRUCTURAL DRAWINGS. FLOORS WHERE MINIMUM DIMENSION SHALL BE 2'-0", UNLESS ALL EDGES OF THE BE TOP CHORD BEARING DENVER, COLORADO 80205 35 psf 30psf 35 psf 11. DURING CONSTRUCTION THE CONTRACTOR MAY ENCOUNTER EXISTING UNDERSIZED SHEETS ARE SUPPORTED BY BLOCKING. 720.904.1234 www.essdenver.com - - - - CONDITIONS WHICH ARE NOT KNOWN DURING DESIGN OR ARE AT VARIANCE WITH THE 10. BOND NEW CONCRETE TO EXISTING CONCRETE WITH AN APPROVED BONDING PROJECT DOCUMENTATION_ SUCH CONDITIONS MAY INTERFERE WITH NEW AGENT. AS A MINIMUM, EXISTING CONCRETE SURFACES SHALL BE ROUGHENED BY 10. CONTRACTOR IS TO PROTECT FLOOR AND ROOF SHEATHING FROM EXTREME WET SHOP DRAWINGS CONSULTANT CONSTRUCTION, REQUIRE PROTECTION AND/OR SUPPORT OF EXISTING WORK, OR MAY CHIPPING TO A MINIMUM 1/4"AMPLITUDE TO EXPOSE COURSE AGGREGATE. CONDITIONS TO LIMIT MOVEMENTS DUE TO EXPANSION CAUSED BY MOISTURE. m l = w CONSIST OF DAMAGE OR DETERIORATION OF STRUCTURAL MATERIALS/COMPONENTS PREPARATION AND APPLICATION IS TO BE IN STRICT ACCORDANCE WITH THE ADDITIONALLY, PROVIDE PROPER PANEL SPACING PER THE AMERICAN PLYWOOD 1. CONSTRUCTION DOCUMENTS ARE COPYRIGHTED AND SHALL NOT BE COPIED FOR a. (D o z WHICH COULD JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDING. THE MANUFACTURER'S RECOMMENDATIONS. ASSOCIATION RECOMMENDATIONS. USE AS ERECTION PLANS OR SHOP DETAILS. Lo Zip x r-,CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD OF ALL DISCOVERIES HE BUILDING U BELIEVES MAY INTERFERE WITH PROPER EXECUTION OF THE WORK OR JEOPARDIZE 11. CONCRETE TOPPING FOR METAL DECKS SHALL NOT INCLUDE.ANY ADDMIXTURES 11. WHERE PRESSURE-TREATED PLYWOOD IS INDICATED ON THE DRAWINGS, IT SHALL 2. USE OF ESS'S ELECTRONIC FILES AS A BASE FOR SHOP DRAWINGS REQUIRES PRIOR ii o THE INTEGRITY OF THE BUILDING PRIOR TO PROCEEDING WITH WORK RELATED TO CONTAINING CHLORIDE SALTS. CONFORM WITH A.W.P.A. STANDARD C-9 AND SHALL EXCEED THE A.W.P.B. (AMERICAN APPROVAL BY ESS, SIGNED RELEASE OF LIABILITY BY CONTRACTOR, AND DELETION OF "' Q. LOADS SHOWN ARE SUCH DISCOVERIES. WOOD PRESERVERS BUREAU) QUALITY MARK. ESS'S NAME AND LOGO FROM ALL SHEETS. L ULTIMATE UNLESS lr 12. ALL LIGHTWEIGHT CONCRETE SHALL HAVE A MAXIMUM UNIT WEIGHT OF 110 pcf. .- i w 12. SOLID BRIDGING AT MAXIMUM OF 8'-0" ON CENTER SHALL BE REQUIRED WHERE 3. THE GENERAL CONTRACTOR AND ITS SUBCONTRACTORS SHALL SUBMIT IN WRITING a NOTED ( O 12. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR CHARGE OF AND M O SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, JOIST HAVE A FIVE-TO-ONE (5:1) OR GREATER DEPTH-TO-THICKNESS RATIO AND WHERE ANY REQUESTS TO MODIFY THE PLANS OR SPECIFICATIONS. r SEQUENCES, PROCEDURES, NOR SITE SAFETY. ONE(1) EDGE IS NOT HELD IN LINE BY SHEATHING, WALLBOARD, BRACING, ETC. c� CONCRETE REINFORCING STEEL 4. SHOP DRAWINGS SUBMITTED FOR REVIEW DO NOT CONSTITUTE " REQUEST FOR 6'-6" _._E-fi 13. THE STRUCTURAL DRAWINGS HAVE BEEN PREPARED USING AVAILABLE 13. DOUBLE UP STUDS AT CORNERS AND JAMBS OF OPENINGS LARGER THEN 6'-0"AT CHANGE IN WRITING" UNLESS SPECIFIC SUGGESTED CHANGES ARE CLEARLY MARKED FROM FROM INFORMATION REGARDING THE EXISTING CONDITIONS. NO ATTEMPT HAS BEEN MADE 1. CONCRETE REINFORCING STEEL FOR, METAL INSERTS CONFORM WITH ASTM A 615 BEARING WALLS. U.N.O. SEE PLAN FOR BEARING WALL LOCATIONS. AND NOTED. CHANGES BY MEANS OF THE SHOP DRAWING SUBMITTAL PROCESS CORNER CORNER TO VERIFY ANY EXISTING CONDITIONS AGAINST INFORMATION PROVIDED BY OTHERS. DEFORMED GRADE 60 (WELDABLE REINFORCEMENT SHALL BE ASTM A706, GRADE 60) BECOME RESPONSIBILITY OF THE ONE INITIATING SUCH CHANGES. THE CONTRACTOR SHALL COMPARE THE EXISTING DOCUMENTS AND NOTIFY THE UNLESS OTHERWISE NOTED. 14. PROVIDE TWO (2)2x STUDS MINIMUM NAILED TOGETHER UNDER ALL BEARING COMPONENT AND CLADDING WALL PRESSURES ARCHITECT OF ANY DIFFERENCES BEFORE PROCEEDING WITH WORK. POINTS OF ROOF GIRDER TRUSSES, CONCENTRATED LOADS AND BEAM BEARINGS. 5. SHOP DRAWINGS STAMPED BY A LICENSED ENGINEER IN THE STATE WHERE THE NTS 2. ALL WELDED REINFORCING STEEL, METAL INSERTS AND CONNECTIONS SHALL UNLESS NOTED OTHERWISE. STUDS SHALL EXTEND FROM TOP OF FOUNDATION TO BUILDING IS TO BE CONSTRUCTED, SHALL BE REQUIRED ON THE FOLLOWING ITEMS: 14. STRUCTURAL DRAWINGS ARE NOT STAND ALONE DOCUMENTS AND ARE INTENDED CONFORM WITH A.W.S. D1.4. BOTTOM OF MEMBERS. • CONCRETE MIX DESIGN 6. SEISMIC CRITERIA: TO BE USED IN CONJUNCTION WITH CIVIL, ARCHITECTURE, MECHANICAL. ELECTRICAL, • GLUE LAMINATED MEMBERS A. RISK CATEGORY I1 AND DRAWINGS FORM OTHER DISCIPLINES. THE CONTRACTOR SHALL COORDINATE ALL 3. PLACE 2'-0"x 2'-0" BARS AT CORNERS AND INTERSECTIONS FOR WALLS AND 15. ALL LUMBER EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. • PRE-ENGINEERED ROOF TRUSSES B. SEISMIC CATEGORY D REQUIREMENTS OF THE CONTRACT DOCUMENTS INTO SHOP DRAWINGS AND WORK. FOUNDATIONS EQUAL IN SIZE AND NUMBER TO HORIZONTAL REINFORCING. • REINFORCING STEEL C. IMPORTANCE FACTOR, le I_0 16. ALL HEADERS NOT NOTED SHALL BE A MINIMUM (2)2x8 WITH (1) 2x6 T& K AT • STRUCTURAL STEEL D. SITE CLASS D 15. ITEMS, IN THE OPINION OF THE CONTRACTOR, THAT APPEAR TO BE DEFICIENCIES, 4. ALL REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND PLACED IN OPENINGS <= 6-0" & (3) 2x10 WITH (2)2x6 T & (1)2x6 K AT OPENINGS <= 8'-0". GUARDRAILS/HANDRAILS AND THEIR CONNECTIONS CO E. RESPONSE MOD FACTOR (R) 6_5 OMISSIONS, CONTRADICTIONS, OR AMBIGUITIES IN THE PLANS/OR SPECIFICATIONS ACCORDANCE WITH A.C.I. DETAILING MANUAL 315. F. RESPONSE COEFF. (Cs) 0.111 SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER. PLANS AND/ 17. PROVIDE 2x4 BLOCKING AROUND ALL OPENINGS IN ROOF. NAIL THE PANELS TO 6. SHOP DRAWINGS WILL NOT BE ACCEPTED BY THE ENGINEER WITHOUT FIRST BEING Ilmw G. MAPPED SPECTRAL RESPONSE ACCEL., Ss 0.975 OR SPECIFICATIONS WILL BE CORRECTED OR WRITTEN INTERPRETATIONS OF THE 5. ALL REINFORCING STEEL SHALL BE ACCURATELY AND SECURELY PLACED. BLOCKING WITH 10d NAILS AT 4"O.C. PROVIDE 2x8 BLOCKING AROUND ALL OPENINGS IN REVIEWED AND COMMENTED ON BY THE CONTRACTOR. H. MAPPED SPECTRAL RESPONSE ACCEL., S1 0.423 ALLEGED DEFICIENCY, OMISSION, CONTRADICTION OR AMBIGUITY WILL BE MADE BY FLOORS NAIL WITH 10d NAIL AT 4" O.C. AROUND THE OPENING. PROVIDE SOLID Z I. DESIGN SPECTRAL RESPONSE ACCEL., Sds 0.721 THE STRUCTURAL ENGINEER. WORK SHALL NOT PROCEED IN THESE AREAS BEFORE A 6. REINFORCING SHALL NOT BE BENT OR DISPLACED FOR THE CONVENIENCE OF OTHER BLOCKING UNDER ALL COLUMNS FOR POST FROM TOP OF FOUNDATION OR BEAM 7_ CONNECTIONS OF DEFERRED SUBMITTAL ITEMS TO THE PRIMARY STRUCTURE SHALL I- J. DESIGN SPECTRAL RESPONSE ACCEL., Sd1 0.444 RESPONSE IN RECEIVED FROM THE STUCTURAL ENGINEER. TRADES, UNLESS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. BEARING TO THE TOP OF COLUMN OR POST, BE BY THE DEFERRED SUBMITTAL SUPPLIER. THE DEFERRED SUBMITTAL SUPPLIER LaU z K. ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE ANALYSIS SHALL PROVIDE CONNECTIONS AND FRAMING ARRANGEMENT TO AVOID LOADING LLJ L. SEISMIC FORCE-RESISTING SYSTEM(S) = BEARING WALL SYSTEMS 16. THE CONTRACTOR SHALL INFORM THE STRUCTURAL ENGINEER. CLEARLY AND 7. MINIMUM COVER FROM CONCRETE SURFACES TO REINFORCING STEEL SHALL BE: 18. ALL SHEATHING SHALL BE A.P.A. CERTIFIED SHEATHING GRADE, UNLESS NOTED WHICH EXCEEDS THE CAPACITY OF THE ELEMENT BEING ATTACHED. w/LIGHT FRAMED WALLS WITH WOOD STRUCTURAL PANELS. EXPLICITLY IN WRITING OF ANY DEVIATION OR SUBSTITUTION FOR REQUIREMENTS OF • 3" TO BOTTOM OF FOOTING/GRADE BEAMS OTHERWISE. M. BASE SHEAR (ULTIMATE) THE CONTRACT DOCUMENTS- CONTRACTOR SHALL NOT BE RELIEVED OF ANY • 2" TO EARTH FACE OF WALL 8. ALL DEFERRED SUBMITTALS SHALL BE ATTACHED TO THE PRIMARY STRUCTURE a. BLD 1 = 181K REQUIREMENTS OF THE CONTRACT DOCUMENTS BY VIRTUE OF THE STRUCTURAL • 1 1/2"TO INSIDE FACE OF WALL 19. PROVIDE ONE 1/4"x3"x3" MINIMUM GALVANIZED PLATE WASHER (CONFORMING TO WITH A PINNED CONNECTION. MOMENT CONNECTIONS TO THE PRIMARY STRUCTURE Ct b. BLD 2 = 152K ENGINEER'S REVIEW OF SHOP DRAWINGS, PROJECT DATA, ETC., UNLESS THE • 1 1/2" MAIN BEAMS AND COLUMNS THE 2008 NATIONAL DESIGN SPECIFICATION SPECIAL DESIGN PROVISIONS FOR WIND ARE NOT PERMITTED UNLESS NOTED ON THE DRAWINGS OR APPROVED BY THE i•e c. BLD 3 = 36K CONTRACTOR HAS CLEARLY AND EXPLICITLY INFORMED THE STRUCTURAL ENGINEER • 1" TO TOP AND BOTTOM CONCRETE SLAB SURFACES CENTER OF SLABS-ON-GRADE. AND SEISMIC) UNDER ALL SHEAR WALL ANCHOR BOLTS. PLATE WASHER SHALL EXTEND ENGINEER IN WRITING PRIOR TO THE SUBMITTAL OF SHOP DRAWINGS OR Q d. BLD4 = 188K1IN WRITING OF THE DEVIATIONS OR SUBSTATIONS AT THE TIME OF THE SUBMISSION. 8. ALL REINFORCING LAP SPLICES SHALL BE IN CONFORMANCE WITH A.C.I. 318 SHEATHING. WHERE SHEATHING OCCURS ON BOTH SIDES OF WALL, STAGGER PLATE TO WITHIN 1/2" OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEAR WALL CALCULATIONS. e. BLD 5 = 181K K "BUILDING CODE REQUIREMENTS FOR REINFORCING CONCRETE", CLASS B, UNLESS WASHERS. 9. LOADING AND LOCATION FOR THE ATTACHMENT OF DEFERRED SUBMITTAL ITEMS f. BLD 6 = 218K 17. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, NOTES, AND SPECIFICATIONS, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. DETAILS ON ACI NOTED OTHERWISE. SEE LAP SPLICE SCHEDULE ON DRAWINGS. STAGGER LAPS PER ARE NOTED ON THE DRAWINGS AND ARE NOT TO BE RE-LOCATED OR INCREASED 20. ALL FLOOR DECKING SHALL BE GLUED AND NAILED TO JOISTS. ALL FLOOR DECKING WITHOUT WRITTEN APPROVAL OF THE ENGINEER. a a 7. ALL LOADS INDICATED ON THE PLANS ARE ALLOWABLE STRESS DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. DETAILS W Cr) LOADS U.N.O. NOTED ON TYPICAL APPLY TO SIMILAR CONDITIONS. WHERE NO SPECIFIC DETAILS ARE SHALL BE TONGUE AND GROOVE WITH GLUED JOINTS_ CO SHOW, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ELSEWHERE ON THE 9. REINFORCEMENT BARS SHALL NOT BE TACK WELDED, WELDED, HEATED OR CUT, 10. POWDER ACTUATED FASTENERS SHALL NOT BE USED TO RESIST TENSION LOADS. PROJECT. UNLESS INDICATED ON THE CONTRACT DOCUMENTS OR APPROVED BY THE 12 I- 21_ ALL METAL HANGERS AND CONNECTORS SHALL BE MANUFACTURED BY SIMPSON POWDER ACTUATED FASTENERS SHALL NOT BE USED RESIST GRAVITY LOADS THAT Cl W CO O STRUCTURAL ENGINEER OF RECORD. (OR APPROVED EQUAL)AND SHALL BE THE SIZE AND TYPE INDICATED ON THE INCLUDE BRICK/CMU VENEER. Y CV 18. ALL FEATURES OF CONSTRUCTION NOT FULLY SHOWN BE OF THE SAME TYPE AND DRAWINGS. J CV 10. START FIRST REBAR 3" IN FROM THE EDGE, WHERE SLAB REBAR IS CALLED OUT AS N ti z CHARACTER AS SHOWN FOR SIMILAR CONDITIONS, SUBJECT TO REVIEW BY THE "ON CENTER (O.C.)" SPACING. 22. ALL FASTENERS (NAILS, SCREWS, ANCHOR BOLTS, ETC.) IN CONTACT WITH z 6) PROJECT ARCHITECT AND ENGINEER. Q PRESSURE TREATED OR FRT LUMBER SHALL BE CORROSION RESISTANT IN I 19. ALL PRODUCTS AND MATERIALS USED BY THE CONTRACTOR SHALL BE INSTALLED 11. ALL WELDED WIRE FABRIC SHALL MAINTAIN A MINIMUM LAP SPLICE OF 6" ACCORDANCE WITH I.B.C. 2304.9.5. ABBREVIATIONS LIST O Lt IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 23. ALL CONNECTORS USED WITH PRESSURE TREATED MATERIAL OR EXPOSED TOW W WEATHER SHALL BE STAINLESS STEEL OR HAVE A SIMPSON Z-MAX/HDG COATING OR ABBR DESCRIPTION ABBR DESCRIPTION 20. THE GENERAL CONTRACTOR SHALL DETERMINE FROM THE LOCAL BUILDING � z OFFICIAL WHEN THE PERMIT IS OBTAINED WEATHER ANY LETTERS OF CONSTRUCTION EQUAL. ABV ABOVE LOC LOCATE/LOCATION O Q COMPLIANCE WILL BE REQUESTED FORM THE STRUCTURAL ENGINEER, IF SO, THE ALT ALTERNATE/ALTERNATING LVL LAMINATED VENEER LUMBER co (5 rWn CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING BEFORE THE START OF POST INSTALLED ANCHORS 24. ENGINEERED WOOD BEAMS SHALL BE AS MANUFACTURED BY i-LEVEL(OR ARCH ARCHITECT)ARCHITECTURAL LW LONG WAY ti I- v CONSTRUCTION. APPROVED EQUAL)AND HAVE THE FOLLOWING MINIMUM PROPERTIES: 1. EXPANSION ANCHORS SHALL BE I.C.C.-APPROVED (ZINC PLATED IN ACCORDANCE B BOTTOM LWC LIGHT-WEIGHT CONCRETE B Fb Ft Fc,perp Fc,parll Fv WITH ASTM B 633, HOT-DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A 153, A I.S.I. BLKG BLOCKING MANUF MANUFACTURER TITLE 304 STAINLESS STEEL)AND CONFORM WITH FS-S-325, GROUP II, TYPE 4, CLASS 1. LSL (<9.5") 1,300ksi 1,700psi 1,075psi 680psi 1,400psi 400psi BOS BOTTOM OF STEEL MAX MAXIMUM LSL(9.5"+) 1,550ksi 2,325psi 1,070psi 800psi 2,050psi 310psi LVL 1,900ksi 2,600psi 1,555psi 750psi 2,510psi 285psi BOT BOTTOM MIN MINIMUM # DATE DESCRIPTION FOUNDATIONS: 2. ADHESIVE ANCHORS SHALL BE LC C.-APPROVED AND SHALL CONSIST OF ALL-THREAD PSL 2.000ksi 2,900psi 2,025psi 750psi 2,900psi 290psi BRK BRICK NS NEAR SIDE ANCHOR ROD, NUT WASHER AND ADHESIVE CAPSULE. ANCHOR RODS SHALL COMPLY 1. FOUNDATIONS DESIGNS ARE BASED ON OWNER ACCEPTED RECOMMENDATIONS GIVEN WITH ASTM A307. (NOT USED AT P.T. SLAB.) 25. GLUE LAMINATED BEAMS SHALL BE AS MANUFACTURED BY BOISE CASCADE (OR CL CENTERLINE OC ON CENTER BY THE SOILS ENGINEER OF RECORD RHINO ONE GEOTECHNICAL IN SOLS REPORT APPROVED EQUAL)AND HAVE THE FOLLOWING MINIMUM PROPERTIES: COL COLUMN OSB ORIENTED STRAND BOARD #DBG-2016-003 AND DATED DECEMBER 16, 2016. 3. HEAVY DUTY SCREW ANCHORS SHALL BE STAINLESS STEEL: SIMPSON TITEN HD OR CONC CONCRETE PL PLATE APPROVED EQUAL. E Fb,top Fb,bot Fc,perp Fc,parll Fv CONST CONSTRUCTION PWD PLYWOOD 2. FOOTING FOUNDATIONS DESIGNS ARE BASED ON THE FOLLOWING: GLB 24F-V4 1,800ksi 1,850psi 2,400psi 650psi 1,650psi 240psi CONT CONTINUOUS REINF REINFORCEMENT/ MAXIMUM BEARING PRESSURE = 2,000psf GLB 24F-V8 1,800ksi 2,400psi 2,400psi 650psi 1,650psi 240psi REINFORCING MINIMUM EXTERIOR FOOTING DEPTH = 1'-6" CU CONCRETE UNDERLAYMENT MINIMUM INTERIOR FOOTING DEPTH = 1'-0" 26. ALL RIM JOISTS SHALL BE AS NOTED ON PLANS AND DETAILS. RIM MATERIAL SHALL D DEEP/DEPTH RT ROOF TRUSS BE ICC APPROVED FOR RIM JOIST APPLICATIONS DF DOUGLAS FIR SBW STEP BOTTOM OF WALL 3. RETAINING WALL DESIGNS ARE BASED ON THE FOLLOWING: DIA DIAMETER SCHED SCHEDULE ACTIVE PRESSURE (UNRESTRAINED): 35-60 PCF (DEPENDING ON SLOPE OF WALL ABOVE) 27. ANCHOR BOLTS SHALL CONFORM W/ASTM A307 OR F1554. BOLTS IN CONTACT W/ DIAPH DIAPHRAGM S!M SIMILAR ACTIVE PRESSURE (RESTRAINED): 60 PCF PRESSURE TREATED MATERIAL SHALL BE GALVANIZED iN ACCORDANCE W/ASTM A153, DWG DRAWING{S) STP STEP TOP PLATE REVISIONS PASSIVE PRESSURE: 200 PSF CLASS C COEFFICENT OF FRICTION: 0.35 EF EXTERIOR FACE STRUCT STRUCTURE/STRUCTURAL EL ELEVATION STW STEP TOP OF WALL 4. ALL DISTURBED SOIL SHALL BE REMOVED BY HAND OPERATION FROM FOOTING/GRADE ELEV ELEVATION SW SHORT WAY BEAM EXCAVATION TO NEAT LINES. SB,JD TDS EMBD EMBEDMENT T TOP 5.ALL OVER EXCAVATION AND FILL SHALL BE PLACED AS DIRECTED BY THE SOIL'S EOS EDGE OF SLAB T&B TOP AND BOTTOM DRAWN BY CHECK BY ENGINEER. EVER ELEVATOR T&G TONGUE & GROOVE PERMIT SET EW EACH WAY TO TOP OF STATUS 6.ALL FOUNDATIONS AND SLABS SHALL BE PLACED ON UNDISTURBED OR COMPACTED FOC FACE OF CONCRETE TOC TOP OF CONCRETE CONTROL FILL AS PER THE SOILS REPORT. FS FAR SIDE TOF TOP OF FOOTING 03.29.2018 7.ALL FORMS AND ORGANIC DEBRIS SHALL BE REMOVED PRIOR TO BACKFILLING. FTG FOOTING TOGB TOP OF GRADE BEAM DATE GT GIRDER TRUSS TOP TOP OF PILE/TOP OF PIER 17154 8. CONTRACTOR SHALL BRING THE BACKFILL UP EQUALLY ON BOTH SIDES OF THE HF HEMLOCK FIR TOPC TOP OF PIER CAP PROJECT NUMBER FOUNDATION WALLS SO AS NOT TO CREATE AN UNBALANCED LOADING. HT HIP TRUSS TOS TOP OF STEEL/TOP OF SLAB 9. DO NOT PLACE BACK-FILL AGAINST FOUNDATION WALLS UNTIL FLOOR SLABS AT THE TOP IF INTERIOR FACE TYP TYPICAL AND BOTTOM ARE IN PLACE OR ADEQUATE BRACING IS INSTALLED AND CONCRETE IS L LONG/LENGTH UNO UNLESS NOTED OTHERWISESON01 CURED. W WIDE/WIDTH WWF WELDED WIRE FABRIC ©2018 OTAK, INC. If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. SPECIAL INSPECTIONS PROGRAM -APARTMENTS Otak ESTABLISHED PER THE SPECIFIED BUILDING CODE AND LOCAL AMENDMENTS TYPE OF WORK PERIODIC (4A) 1 CONTINOUS(48)1 COMMENTS 11) SOILS: _ GRADING, EXCAVATION,AND FILL X IBC TABLE 1704.7 Otak Architects, Inc. 2)CONCRETE: 808 SW Third Avenue, Suite 300 PLACEMENT OF REINFORCING STEEL _ X _ IBC TABLE 1704.7 _ Portland, OR 97204 BOLTS CAST IN CONCRETE X IBC TABLE 1704.7 main 503.287.6825 PLACING OF REINFORCED CONCRETE X IBC TABLE 1704.7 www.otak.com TAKING OF TEST SPECIMENS X IBC TABLE 1704.7 • 4) STRUCTURAL STEEL: �' D Of� I SINGLE-PASS FILLET WELDS <5/16" X IBC TABLE 1704.3 �C�� s'G Ne /r BRACING AND STIFFENING DETAILS X IBC TABLE 1704.3 ac • et - MEMBER LOCATIONS X IBC TABLE 1704.3 'JOINT DETAILS AT CONNECTION X IBC TABLE 1704.3 ► r�rr 15) HIGH STRENGTH BOLTING: 162 -1 BEARING CONNECTIONS X IBC TABLE 1704.3 I G. ENS' !D[MRES: 12/31/ 11 6)WOOD FRAMING: INTERIOR AND EXTERIOR SHEARWALL NAILS X IBC TABLE 1707.3 3-29-2018 f VERIFICATION OF HOLDOWNS AND STRAPS X I IBC TABLE 1707.3 STAMP ROOF AND FLOOR DIAPHRAGM NAILING X IBC TABLE 1707.3 FRAMING CONNECTIONS X 'IBC TABLE 1707.3 . 7) SPECIAL CASES: D B G PROPERTIES COUPLING OF REINFORCING STEEL X PER ICC EVALUATION REPORT ADHESIVE ANCHOR INSTALLATION X 1PER ICC EVALUATION REPORT LLC EXPANSION BOLT INSTALLATION X I PER ICC EVALUATION REPORT PROGRAM FOOTNOTES: Schneider Smith y 1 THE SPECIAL INSPECTOR SHALL BE A THIRD PARTY INSPECTOR APPROVED BY THE ENGINEER OF RECORD, THE Engineering, INSPECTOR SHALL DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE BUILDING OFFICIAL & ENGINEER OF 3141 WALNUT STREET, STE. 203A RECORD, FOR THE INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION THAT REQUIRES A DENVER, COLORADO 80205 SPECIAL INSPECTOR. 720.904.1234 www.essdenver.com 2. DUTIES OF THE SPECIAL INSPECTOR INCLUDE, BUT ARE NOT LIMITED TO: CONSULTANT A. ACKNOWLEDGE THE SPECIAL INSPECTION PROGRAM AND THE SPECIAL INSPECTION AND TESTING AGREEMENT, PROVIDED BY LOCAL JURISDICTION. B. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH THE APPROVED PERMIT PLANS AND SPECIFICATIONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE BUILDING OFFICIAL & OWNER. C. FOR EACH INSPECTION, THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, OWNER, ENGINEER, CONTRACTOR, AND OTHER DESIGNATED PARTIES IN A TIMELY MANNER, AS ESTABLISHED AT THE PRE-CONSTRUCTION MEETING. D. THE SPECIAL INSPECTOR SHALL FURNISH A FINAL REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED, AND WHETHER SAID WORK WAS IN CONFORMANCE WITH THE APPROVED PERMIT PLANS AND SPECIFICATIONS, AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE PROJECT STATE. 3. DUTIES OF THE CONTRACTOR INCLUDE, BUT ARE NOT LIMITED TO: A. NOTIFY THE SPECIAL INSPECTOR AT LEAST 24 HOURS IN ADVANCE THAT THE WORK TO BE INSPECTED IS READY FOR SUCH INSPECTION. B. ENSURE THAT ALL WORK REQUIRING SPECIAL INSPECTION REMAINS ACCESSIBLE AND EXPOSED UNTIL IT HAS BEEN OBSERVED AND INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR, AND APPROVED BY THE BUILDING OFFICIAL. C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT PLANS AND SPECIFICATIONS 1 AT THE JOBSITE. D. MAINTAIN AT THE JOBSITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. F- w z 4. DEFINITIONS: w A. "CONTINUOUS INSPECTION" MEANS THAT THE INSPECTOR IS ON SITE AT ALL TIMES, OBSERVING THE WORK REQUIRING SPECIAL INSPECTION. B. "PERIODIC INSPECTION" MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS SUFFICIENT TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE WITH APPROVED PERMIT PLANS AND SPECIFICATIONS. 0- 5. SPECIAL INSPECTIONS SHALL CONFORM TO CHAPTER 17 OF INTERNATIONAL BUILDING CODE & LOCAL AMENDMENTS. a CI Ct Ct F.,... w 0 J NN- z Z = cto LLJ C � w = z � ( r 0 TITLE # DATE DESCRIPTION REVISIONS SB,JD TDS DRAWN BY CHECK BY PERMIT SET STATUS 03.29.2018 DATE 17154 PROJECT NUMBER SO02 ■ ©2018 OTAK, INC. If this drawing is not 24"x 36",it has been reduced/enlarged Scale accordingly. • BRIDGE ABUTMENT, SEE 31 S8.04 Otak I I I { L -J Otak Architects, Inc. 808 SW Third Avenue, Suite 300 Portland, OR 97204 main 503.287.6825 www.otak.com U BRIDGE FOUNDATION QROfE ' w � t' D I N �F�/• co / w csi 14.1 4.2 4.3 X4.4 { 4.5 4.6 (4T..74.8 4.9 4.1 • rip . vi,.. ! 216'-6" T 1,y } I�-� 23'- 1112" 20'-5112" 3318" 13'- 1 5/8" 1'- 1114" 19'-4114" 2 3/4" 13'-2114" 10'-01/2" 2 1/4" 13'-21/4" 1'- 1114" 19'-41/4" 2314" 13'21/4" 10'-0" 2 3/4" -4- I - ,,' 211 20'-61/8" 23'-1112" 43'- 1ri318" I. 14'-1 nee , L 14 ," - 10" ..7" f 14'-3 1/2" w} I 19'- !" :i-10" H7" f r 14' 3 112", 4.31-'9-3/4° •`I i DEPIR€S: 12131/ ICj 3-29-2018 TYP. i STAMP © TYP. 1 ti 4111) z illi- I `o ' �. 10 ss.o3 o I F9 1 tia I © I 1 I do I F8 ; s$.o4 ---- 0 S8.02 0 0 0 I- 1- I' - 0 I-- � r .0 r- � � DBG PROPERTIES - - - - - - - L. �� - - I - - - - - - _ L - - - -- r - . _ - - , - - LLC ç41 : 8.0 4 4C.A I- 1 I -_ 911 �- - _ - , - r 1 , _ n � , r - I _ _1 - - - - - J - - - L - - - - L I J I I Er 1 _ _ � L_ J I I I 1k I- -I T r � I I I s$.01 r IFi I ! 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N z T. .F.=-3'-6" - / 6 T,0-F,=-0'-8" U N.O. @ INTERIOR \ NN- 0 / (38.41 LIDA PLANTER, SEE 5/S7 2.01 I W Z I- - LJ.L, i O D IX Q W u) a z 1 = oQ N C7 0 2 314 ,� r 2 314" r r 23' 1 1/2" 20' 6 118" 5 -5 518 8'- 9 1/4" 2 314 10' -0" 13 2 1/4" 19` 4 114" 1 -1 114" 13'-2 114" 2 314 10 -0" 13' 2 114" 2 314" 19' -4 114" 1'- 1 1/4" 13' 2 114" 2 314" 20' S 112" 23' 1 1/2" I- f+ -- �tf� •.--1-0 -I i� -II� - Ih 11.- II �, TITLE 1FOUNDATION PLAN - BUILDING 4 # DATE DESCRIPTION S4-2.01 118" = 1'-0" - - -- - - APARTMENTS COLUMN SCHEDULE APARTMENTS FOOTING SCHEDULE FOUNDATION PLAN NOTES _ FOUNDATION PLAN SYMBOLS LEGEND SYM SIZE COMMENTS - SYM SIZE REINF. COMMENTS 1. SEE SHEET S0.01 FOR GENERAL NOTES Cl (2)2x6 Fl 1'-6"x0'-10"x CONT. (3)#4 CONT. 2. SEE SHEET S8.01 FOR TYPICAL FOUNDATION DETAILS NOT 0 INDICATES THICKENED SLAB/FOOTING/PIER, PER C2 1(3)2x6 _ F2 3'-0"x3'-0"x0'-10" (4)#4 EACH WAY, BOT. SHOWN ON PLAN C3 (4)2x6 F3 3'-6"x3'-6"x0'-10" (4)#4 EACH WAY, BOT. 3. ALL DETAILS ARE TYPICAL FOR SIMILAR CONDITIONS SCHEDULE. C4 6x6 F4 4'-0"x4'-0"x0'-10" (5)#4 EACH WAY, BOT. 4. ALL ELEVATIONS ARE BASED ON A DATUM OF 0'-0"=SEE .. INDICATES COLUMN PER COLUMN SCHEDULE. C5 16x8 F5 2'-0"x2'-0"x0'-10" (3)#4 EACH WAY, BOT. ARCH. C7 (2)2x4 F6 2'-0"x5'-0"x0'-10" (4)#4 EACH WAY, BOT. 5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS INDICATES HOLD DOWN LOCATION PER SHEAR WALL REVISIONS C8 (3)2x4 I F7 6'-0"x6'-0"x2'-0" (7)#4 TOP&BOT. W/(7)#4 TIES SEE DETAIL 6/S8.41 WITH ARCHITECTURAL PLANS PRIOR TO START OF HD PLANS AND ELEVATIONS. C9 4x4 F8 4'-6"x4'-6"x2'-0" (5)#4 TOP&BOT.W/(5)#4 TIES SEE DETAIL 6/S8.41 CONSTRUCTION C10 (4)2x4 F9 4'-0"x4'-0"x2'-0" (5)#4 TOP& BOT. (5)#4 TIES SEE DETAIL 6/S8.41 6. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS NOT NOTED ON PLANS X" F10 8'-0"x8'-0"x2'-0" I(9)#4 TOP& BOT.W/(9)#4 TIES SEE DETAIL 6/S8.41 INDICATES STEP IN TOP OF SLAB SB TDS F11 11-8"x1'-4"x CONT. (3)#5 TOP&BOT.WI#4 TIES @ 12"O.C. SEE DETAIL 10158.41 7. REFER TO LANDSCAPE AND ARCHITECTURAL PLANS FOR DRAWN BY CHECK BY Flt 7'-0"x7'-0"x2'-0" (8)#4 TOP&BOT.W/(8)#4 TIES SEE DETAIL 9/58.41 LOCATIONS OF ALL EXTERIOR LANDSCAPING, PLANTERS, DIVIDING WALLS AND WALLS AROUND BALCONIES INDICATES START OF SLOPE IN TOP OF SLAB PERMIT SET F13 14'-0"x7'-0"x2'-0" - (8)#4 LONGITUDINAL TOP& BOT.W/(16)#4 TIES SEE DETAIL 9/S8.41 8. REFER TO CIVIL DRAWINGS FOR ALL FINAL GRADE F14 3'-6"x1'-0"x CONT. #5© 12"O.C. EA.WAY ELEVATIONS STATUS F15 5'-9"x1'-2"x CONT. #5 @ 12"O.C. EA.WAY 9. VERIFY ALL BOTTOM OF EXTERIOR FOOTING ELEVATIONS 110-4 INDICATES STEP IN FOOTING. SEE DETAIL 6/S8.02 03.29.2018 PROVIDE A MINIMUM 11-6" FROST DEPTH. DATE 10. MAINTAIN ALL EXTERIOR GRADE A MINIMUM OF 8"BELOW TOP OF CONCRETE AT WOOD FRAMED AREAS 17154 11. FOOTINGS SHALL BE CENTERED UNDER WALLS OR PROJECT NUMBER COLUMNS, UNO 12. PROVIDE SLAB CONTROL JOINTS AT 10'-0"O.C. MAXIMUM EACH DIRECTION. SEE 71S8.01 13. ALL LOAD BEARING WALLS SHEALL BE ATTACHED TO THE s4- 20i SLAB WITH 3/4" DIA.x 8"ANCHOR BOLTS AT 48"O.C. U.N.O. ■ ON SHEAR WALL SCHEDULE. ©2018 OTAK, INC. If this drawing is not 24"x 36", it has been reduced/enlarged. Scale accordingly. i j ,,,1 4C.: 1 i4.2 4.3�j 4.4 { 4.5 4.6 4.7 4.814.9 Otak- 1ID8 Otak ] I - HUC28-2TF TO i LEDGER, SEE I I 5158.31, TYP. DOUBLE JOIST WI(2) :,..0•-r4/4I I I I ' I I 114"0x6"SDSSCREWS \ I I I -- LB28 TO LEDGER, INTO EA. STUD AT SEE 5/S8.31, TYP, CANTILEVER - STUD WALLS, TYP. ,} BEAM TO EDGE Otak Architects, Inc. ©TMPOF BUMPOUT, 6 Aka� 808 SW Third Avenue, Suite 300 HUC68 W/MAX. TYP. Portland, OR 97204 NAILING, TYP. 10 S8.31 HUCQ610 SDS, TYP. 10 S8.23 i PCZ POST CAP,TYP. HUCQ612 SDS TYP. I I I I S8 21 + I I I I • I I main 503.287.6825 1 58.31 S8.21 TYP. Iwww.otal<.com H5 H4. H4__-_---4:1> .. 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W TYP. 51S8.31 M _J CL i 1 SECOND FLOOR FRAMING PLAN - BUILDING 4 0 S4-2.02 1/8" = 1-0" Ce Z_ Q Ct APARTMENTS BEAM SCHEDULE APARTMENTS COLUMN SCHEDULE APARTMENTS JOIST SCHEDULE SYMBOL LEGEND: FRAMING PLAN FLOOR FRAMING PLAN NOTES Q ❑ LL SYM SIZE POST COMMENTS SYM SIZE COMMENTS I SYM SIZE COMMENTS Jx INDICATES JOIST PER JOIST SCHEDULE. 1. INTERIOR BEAMS ARE FLUSH WITH FLOOR FRAMING UNO ON CO B1 (3)1 314x7 114 LVL Cl (2)2x6 1JI 11 718"TJI 110 _ PLAN AS'DROPPED'. V B2 (4)1 314x11 71$LVL C2 (3)2x6 I J2 11 718"TJI 210 Bx INDICATES BEAM PER BEAM SCHEDULE. 2. SMALLER BEAMS TO BE SUPPORTED OFF LARGER BEAMS. Q W C'7 O B3 (1)1 3/4x11 7/8 LVL C3 (4)2x6 J3 2x12 DF#2 Hx INDICATES HEADER PER HEADER SCHEDULE, TYP, UNO. Y N O 3. * INDICATES BEAMS THAT SUPPORT MORE THAN TWO N B4 .(3)1 314x11 7/8 LVL , - C4 6x6 J4 2x8 PT DF#2 GT INDICATES GIRDER TRUSS DESIGNED BY THE TRUSS FLOORS, OR ONE FLOOR AND ROOF,AND REQUIRE FIRE LU Z 07 LL B6 2x12 DF#2 C5 6x8 J5 9 112"TJI 110 MANUFACTURER. PROTECTION PER ARCH. =mr B7 (3)1 314"x11 1/4"LVL C7 (2)2x4 J6 2x8 OF#2 4:10. INDICATES COLUMN PER COLUMN SCHEDULE. 4. HEADERS TO BE LOCATED ABOVE OPENINGS BELOW TOP LL I 0 0 B8 5 112"x11 114"EXTERIOR GRADE GLULAM ' - C8 (3)2x4 1 PLATES OF WALL UNO. SEE SHEET 1158.21. Z B9 5 112"x9 1/4" EXTERIOR GRADE GLULAM - C9 14x4 I 5. SEE GENERAL NOTES FOR SIZE OF HEADERS NOT INDICATED r ❑ O B10 (2)1 3/4x11 718 LVL - - I C10 I(4)2x4 I (w) INDICATES WALL STUD FRAME PER WALL SCHEDULE. ON PLAN. ■�+r O B11 (4)1 314x9 1/2 LVL 6. A MINIMUM OF(2)2X STUDS SHALL BE USED BENEATH EACH 812 (2)2x12 DF#2 Y/////////////1 INDICATES BEARING WALLS, TYP. SEE SCHEDULE. GIRDER/BEAM/HEADER SHOWN ON PLANS,TYP.- CO 0 LLI B13 (2)2x8 OF#2 DROPPED 7. COLUMNS LABELED AS'ABV'ARE FROM ABOVE AND DO NOT I- N- 1- C/. B14 (3)1 3/4x9 1/2 LVL CONTINUE BELOW THIS LEVEL. INDICATES OVER FRAMING. 8. SEE BEAM OR HEADER SCHEDULE OR THE FRAMING PLAN B15 (3)2x12 DF#2 ABOVE FOR COLUMNS THAT ARE NOT LABELED ON THIS TITLE PLAN. INDICATES BEAMS THAT SUPPORT MORE THAN TWO 9. FRAMING PLANS INDICATE SPACES, BEARING WALLS,AND # DATE DESCRIPTION * FLOORS, OR ONE FLOOR AND ROOF,AND REQUIRE PARTITIONS BELOW LEVEL REFERENCED BY PLAN. COLUMNS FIRE PROTECTION PER ARCH. SHOWN WITH HEAVY LINES ARE BENEATH GIRDERS/BEAMS SHOWN ON PLAN, UNO. DASHED LINES INDICATED WALLS ABOVE. 10. ALL POSTS AND COLUMNS TO HAVE CONTINUOUS SUPPORT TO FOUNDATION WITH SAME SIZE MEMBER AND SQUASH BLOCK UNO. SEE SHEET 2/S8.22. 11. ALL EXPOSED LUMBER AND LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE TREATED. APARTMENTS HEADER SCHEDULE APARTMENTS WALL SCHEDULE -WOOD STUD 12. ALL FASTENERS(NAILS, SCREWS,ANCHOR BOLTS, ETC.) IN CONTACT WITH PRESERVATIVE TREATED OR FIRE - _ SYM I SIZE TRIMMER KING COMMENTS MARK DESCRIPTION 1ST FLOOR j 2ND FLOOR I 3RD FLOOR 4H FLOOR REMARKS RETARDANT TREATED WOOD SHALL BE CORROSION H1 _ (2)2x8 DF#2 (1)2x6 (1)2x6 _ W1 EXTERIOR LOAD BEARING STUD WALL 2x6 DF#2 @ 16"O.C. 12x6 DF#2 @ 16" O.C. 12x6 DF#2 @ 16" O.C. 2x6 DF#2 @ 16"O.C. RESISTANT IN ACCORDANCE WITH IBC 2304.9.5 REVISIONS OR H2 _ (2)1 314x7 114 LVL (1)2x6 r (1)2x6 W2 INTERIOR LOAD BEARING 6" STUD WALL 2x6 OF #2 16"O.C. 2x6 DF#2 16"O.C. 2x6 DF #2 @ 16" O.C. '2x6 DF#2 16"O.C. 13. ALL CONNECTORS USED WITH PRESERVATIVE TREATED SS @ I @ @ FIRE RETARDANT TREATED MATERIAL SHALL BE STAINLESS 1113 (2)2x10 DF#2 (1)2x6 (1)2x6 W3 INTERIOR LOAD BEARING 4" STUD WALL 2x4 DF#2 @ 12"O.C. 12x4 DF#2 @ 16" O.C. 2x4 DF#2 @ 16" O.C. 2x4 DF#2 @ 16" O.C.-� STEEL OR HAVE A SIMPSON Z MAX/HOG COATING OR EQUAL H4 (2)2x6 DF#2 (1)2x6 (1)2x6 W4 INTERIOR LOAD BEARING CORRIDOR 2x6 OF #2 @ 16" O.C. 2x6 DF#2 @ 16" O.C. 2x6 DF#2 @ 16" O.C. 2x6 DF#2 @ 16"O.C. 14. PROVIDE 3/4" MAX. CEMENTITIOUS FLOOR UNDERLAYMENT SB TDS H5 (2)2x8 DF#2 (2)2x6 (1)2x8 WALL ! AS INDICATED BY ARCHITECTURAL DRAWINGS. DRAWN BY CHECK BY H6 _ (2)2x10 DF#2 (2)2x6 (1)2x6 15. SEE SHEET S0.01 FOR GENERAL NOTES. H7 I(2)2x6 DF#2 (2)2x6 (1)2x6 16. SEE SHEET S8.21 FOR TYPICAL FRAMING DETAILS NOT PERMIT SET SHOWN ON PLAN. STATUS 17. ALL DETAILS ARE TYPICAL FOR SIMILAR CONDITIONS. 18. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS 03.29.2018 WITH ARCHITECTURAL PLANS PRIOR TO START OF DATE CONSTRUCTION. 19. SEE ARCHITECTURAL PLANS FOR ALL DIMENSIONS AND 17154 ELEVATIONS NOT NOTED ON PLANS. PROJECT NUMBER 20. SEE SHEAR WALL PLANS FOR LOCATIONS OF PLYWOOD SHEATHING AND OTHER SHEAR REQUIREMENTS. 21. RIM BOARD TO BE 1 1/2" LSL, UNO. 22. FLOOR SHEATHING SHALL BE 23/32"4-PLY T&G PLYWOOD W/ S4 -2 . 02 48/24 SPAN RATING & UNBLOCKED EDGES. GLUED& NAIL WI 10d @ 6"O.C. EDGES, 12"O.C. FIELD. ©2018 OTAK,INC. If this drawing is not 24"x 36",it has been reduced/enlarged.Scale accordingly 11 4.1 X4.2 4.4 4.5 4.6 X4.9 e .11 aOtak 1 HUC28-2TF TO LEDGER, SEE DOUBLE JOIST WI(2) I I I I 5158.31,TYP. I I I ----\ I LB28 TO LEDGER, 1/4" EA. STUD AT \ SEE 5/S8.31,TYP. CANTILEVER STUD WALLS, TYP. 11,P BEAM TO EDGE 0#ak Architects, Inc. © 6 OF BUMPOUT, © 808 SW Third Avenue, Suite 300 HUC68 W/MAX. TYP. 10 Portland, OR 97204 I S8.22 I NAILING, TYP. I I S8.31 HUCQ610 SDS, TYP. I I 10 I S8.23 PCZ POST CAP, TYP. HUCQ612-SDS, TYP. 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LB28 TO LEDGER, SEE TOBUMPOUT, 5/58.31 TYP. � , TY Z M < 1 THIRD FLOOR FRAMING PLAN - BUILDING 4 _ Immi -J_ 1 s4-2.03 1I$" = 1'-0" 0- Ce Q Z Cl- g 0 APARTMENTS BEAM SCHEDULE APARTMENTS COLUMN SCHEDULE APARTMENTS JOIST SCHEDULE SYMBOL LEGEND: FRAMING PLAN FLOOR FRAMING PLAN NOTES Q SYM SIZE POST COMMENTS SYM SIZE COMMENTS SYM SIZE COMMENTS Jx INDICATES JOIST PER JOIST SCHEDULE. 1. INTERIOR BEAMS ARE FLUSH WITH FLOOR FRAMING UNO ON Ct LL B1 (3)1 314x7 1/4 LVL Cl (2)2x6 J1 11 718'� 1n TJI 110 I - PLAN AS'DROPPED'. �+/ n B2 (4}1 314x11 718 LVL C2 (3)2x6 J2 11 718 TJI 210 I i Bx INDICATES BEAM PER BEAM SCHEDULE. 2. SMALLER BEAMS TO BE SUPPORTED OFF LARGER BEAMS. Q w M I B3 (1)1 3/4x11 7/8 LVL C3 (4)2x6 J3 2x12 DF#2 - I Hx INDICATES HEADER PER HEADER SCHEDULE. TYP, UNO. Y N 0 3. INDICATES BEAMS THAT SUPPORT MORE THAN TWO B4 (3)1 3/4x11 7/8 LVL C4 6x6 J4 2x8 PT DF#2 � I GT I INDICATES GIRDER TRUSS DESIGNED BY THE TRUSS FLOORS, OR ONE FLOOR AND ROOF, N r•-•AND REQUIRE FIRE W Z d3 0 Be 2x12 OF#2 C5 6x8 J5 9 1/2"TJI 110 ._ MANUFACTURER. PROTECTION PER ARCH. mg■ D It J B7 (3)1 314"x11 1/4"LVL C7 (2)2x4 J6 2x8 DF#2 4. HEADERS TO BE LOCATED ABOVE OPENINGS BELOW TOP 68 5 112"x11 1/4"EXTERIOR GRADE GLULAM C8 (3)2x4 _ Cx INDICATES COLUMN PER COLUMN SCHEDULE. Li. I 0 LL PLATES OF WALL UNO. SEE SHEET 1/S8.21. B9 5 1/2"x9 1/4"EXTERIOR GRADE GLULAM i C9 4x4 5. SEE GENERAL NOTES FOR SIZE OF HEADERS NOT INDICATED 0 0 5 B10 (2)1 3/4x11 7/8 LVL { I C10 (4)2x4 (Wx) INDICATES WALL STUD FRAME PER WALL SCHEDULE. ON PLAN. 11.1 Coco cr Qct B11 (4)1 314x9 1/2 LVL 6. A MINIMUM OF (2)2X STUDS SHALL BE USED BENEATH EACH B12 (2)2x12 DF#2 B13 (2)2x8 DF#2 � DROPPED I//1//////// I INDICATES BEARING WALLS, TYP. SEE SCHEDULE. GIRDER/BEAM/HEADER SHOWN ON PLANS,TYP. � 07. COLUMNS LABELED AS'ABV ARE FROM ABOVE AND DO NOT F ti F- F- B14 (3)1 3/4x9 1/2 LVL CONTINUE BELOW THIS LEVEL. B15 (3)2x12 DF#2 INDICATES OVER FRAMING. 8. SEE BEAM OR HEADER SCHEDULE OR THE FRAMING PLAN TITLE ABOVE FOR COLUMNS THAT ARE NOT LABELED ON THIS PLAN. INDICATES BEAMS THAT SUPPORT MORE THAN TWO 9. FRAMING PLANS INDICATE SPACES, BEARING WALLS,AND # DATE DESCRIPTION * FLOORS, OR ONE FLOOR AND ROOF,AND REQUIRE PARTITIONS BELOW LEVEL REFERENCED BY PLAN. COLUMNS FIRE PROTECTION PER ARCH. SHOWN WITH HEAVY LINES ARE BENEATH GIRDERS/BEAMS SHOWN ON PLAN, UNO. DASHED LINES INDICATED WALLS ABOVE. 10. ALL POSTS AND COLUMNS TO HAVE CONTINUOUS SUPPORT TO FOUNDATION WITH SAME SIZE MEMBER AND SQUASH BLOCK UNO. SEE SHEET 2/S8.22. 11. ALL EXPOSED LUMBER AND LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE TREATED. APARTMENTS HEADER SCHEDULE APARTMENTS WALL SCHEDULE -WOOD STUD 12. ALL FASTENERS(NAILS, SCREWS,ANCHOR BOLTS, ETC.) IN CONTACT WITH PRESERVATIVE TREATED OR FIRE SYM SIZE TRIMMER KING _ COMMENTS MARK DESCRIPTION 1 1ST FLOOR 2ND FLOOR 3RD FLOOR 4H FLOOR REMARKS RETARDANT TREATED WOOD SHALL BE CORROSION H1 (2)2x8 DF#2 (1)2x6 (1)2x6 W1 EXTERIOR LOAD BEARING STUD WALL 12x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16" O.C. 2x6 DF#2 @ 16"O.C. RESISTANT IN ACCORDANCE WITH IBC 2304.9.5 REVISIONS H2 (2)1 3/4x7 1/4 LVL (1)2x6 (1)2x6 W2 INTERIOR LOAD BEARING 6" STUD WALL 2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16" O.C. 2x6 OF#2 @ 16" O.C. 2x6 DF#2 @ 16" O.C. � 13. ALL CONNECTORS USED WITH PRESERVATIVE SHALL TREATED OS - ---- _. . FIRE RETARDANT TREATED MATERIAL SHALL BE STAINLESS H3 (2)2x10 DF#2 (1)2x6 (1)2x6 W3 INTERIOR LOAD BEARING 4" STUD WALL 2x4 DF#2 @ 12" O.C. 2x4 DF#2 @ 16"O.C. 2x4 DF#2 @ 16" O.C. 2x4 DF#2 @ 16" O.C. STEEL OR HAVE A SIMPSON Z MAX/HDG COATING OR EQUAL H4 (2)2x6 DF#2 (1)2x6 (1)2x6 W4 INTERIOR LOAD BEARING CORRIDOR 2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16" O.C. 2x6 DF#2 @ 16" O-C. 14. PROVIDE 314"MAX. CEMENTITIOUS FLOOR UNDERLAYMENT SB TDS H5 (2)2x8 DF#2 (2)2x6 (1)2x6 WALL AS INDICATED BY ARCHITECTURAL DRAWINGS. - - DRAWN BY CHECK BY H6 (2)2x10 DF#2 (2)2x6 (1)2x6 15. SEE SHEET 50.01 FOR GENERAL NOTES. H7 (2)2x6 DF#2 (2)2x6 (1)2x6 16. SEE SHEET 58.21 FOR TYPICAL FRAMING DETAILS NOT PERMIT SET SHOWN ON PLAN. STATUS 17. ALL DETAILS ARE TYPICAL FOR SIMILAR CONDITIONS. 03.29.2018 18. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS WITH ARCHITECTURAL PLANS PRIOR TO START OF DATE CONSTRUCTION. 17154 19. SEE ARCHITECTURAL PLANS FOR ALL DIMENSIONS AND ELEVATIONS NOT NOTED ON PLANS. PROJECT NUMBER 20. SEE SHEAR WALL PLANS FOR LOCATIONS OF PLYWOOD SHEATHING AND OTHER SHEAR REQUIREMENTS. 21. RIM BOARD TO BE 1 1/2"LSL, UNO. s4„..2 . 03 22. FLOOR SHEATHING SHALL BE 23/32"4-PLY T&G PLYWOOD W/ 48/24 SPAN RATING& UNBLOCKED EDGES. GLUED&NAIL WI 10d @ 6"O.C. EDGES, 12"O.C. FIELD. Q2018 OTAK, INC. If this drawing is not 24"x 36". it has been reduced/enlarged. Scale accordingly. 4. 14.2 4.3 14.4 4.5 4.6 4.7 4.8 ► 4.9 811110 . 1 Otak _ 2 ____._ � I HUC28-2TF TO LEDGER, SEE 5/S8.31, TYP. DOUBLE JOIST W/(2) I I I I I - LB28 TOI LEDGER, I 1/4"0x6" SDS SCREWS I I I INTO EA. STUD AT SEE 5/S8.31, TYP. CANTILEVER STUD WALLS, TYP. TYP. BEAM TO EDGE Otak Architects, Inc. i. 6 OF BUMPOUT, © 808 SW Third Avenue, Suite 300 3HUC68 WI MAX. - 10 TYP. 58.22 (-- 5 NAILING, TYP. S8.31 HUCQ610 SDS, TYP. 10 S8.23 PCZ POST CAP, TYP. -HUCQ612-SDS, TYP. Portland, OR 97204 Stl.31 I I 121 A I I I I I I main 503.287.6825 H5 H4 H4 B8 •D• 68 40 1 DRQ PPE DROPPED �` i1 ]BOPPED DROPPED C1 TYP. www.otak.com C1 DROPPED DROPPED II ® - 9- \1 I. *1E1 ® I ._ _. _ �TrH4 H5 I 11 B9 C H1 B8B9 II H4 r,,,, T-I- Ir ` *-.- n mm _.. m __ITT__ m - DROPPED ' �� m m h , i, f [ d- oma I J4@1 �-4 r� P.2313 IJ4@1 -In W11.I / I l ( IJ4 1 -4 _ II I I 1 12C1 ` J4@1 4 ' C, ltwFr/i co f• C1 I I r . . 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Schneider I , w _ TYP 4.V �.�..� -:_... I .,,, „ . ,,...,,...„„„ „,,,,,,,,,,,,, ,,,,,, ....._. . . .... .._. - Inc_ 1%�.J Engineering, ..ii___ 3 r _.._._._ril_11 [ '� / -1 y 3141 WALNUT STREET, STE. 203A 1 li �.�� l j G1 I ��. I C1 11 1 PF10 C1� I C1C1C1�/ ,/ _ ,I j 1 j \ ! . . DENVER, COLORADO 80205 CANTILEVER / �. .... _. _.____.,,. .n I �/ �_ l BEAM TO EDGE ii " W �■■ ■ 720,904.1234 www.essdenver.com OF BUMPOUT, f S8.22 TYP. �C1\ \C1�; 11 = II I `Y3 HI 58.22/► 58.22 C\ - I7 CONSULTANT TYP. _ �' ___4 - _ I a .y�,,�4 z 58.22 CD 1 ______JII I 2 C7 r-.._ --- F- = _ ill' 1,7c11- 8.22r�� C1 - Bch - -- Sr - .,1 'II2 al m �. f .�s. =,tet - INTERMEDIATE = I CI Ct m 4tir [1 m -L1 y� 1 112"GYPCRETE _ - - HGU55.50/12 TYP. f f..-j- i' �••.; _LANDING BELOW � =J ..•. 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Q APARTMENTS BEAM SCHEDULE APARTMENTS COLUMN SCHEDULE APARTMENTS JOIST SCHEDULE SYMBOL LEGEND: FRAMING PLAN FLOOR FRAMING PLAN NOTES Q 0 Ct SYM i SIZE POST ; COMMENTS I I SYM I SIZE COMMENTS SYM SIZE COMMENTS rJx I INDICATES JOIST PER JOIST SCHEDULE. 1. INTERIOR BEAMS ARE FLUSH WITH FLOOR FRAMING UNO ON CO C Et PLAN AS 'DROPPED'. B1 (3)1 314x7 114 LVL Cl I(2)2x6 J1 11 718 TJI 110 O - �6x INDICATES BEAM PER BEAM SCHEDULE. 1B2 (4)1 3/4x11 7/8 LVL C2 1(3)2x6 J2 11 718"TJI 210 _ 2. SMALLER BEAMS TO BE SUPPORTED OFF LARGER BEAMS. W Cr) B3 (1)1 3/4x11 7/8 LVL ( �_.._...... _ _ Hx INDICATES HEADER PER HEADER SCHEDULE. TYP, UNO. (-NI Q C3 4 2x6 J3 2x12 OF#2 - - 3. * INDICATES BEAMS THAT SUPPORT MORE THAN TWO N N- _J B4 (3)1 314x11 718 LVL C4 6x6 j J4 2x8 PT OF#2 GT 1 INDICATES GIRDER TRUSS DESIGNED BY THE TRUSS FLOORS. OR ONE FLOOR DOR AND ROOF, AND REQUIRE FIRE W ZCD LL B6 2x12 DF#2 C5 6x8 J5 9 112"TJl 110 MANUFACTURER. PROTECTION PER ARCH. [t B7 (3)1 314"x11 1/4" LVL C7 (2)2x4 J6 2x8 DF#2 I 40 INDICATES COLUMN PER COLUMN SCHEDULE. 4. HEADERS TO BE LOCATED ABOVE OPENINGS BELOW TOP I Q B8 5 112"x11 1/4" EXTERIOR GRADE GLULAM C8 (3)2x4 PLATES OF WALL UNO. SEE SHEET 1/S8.21. I- B9 5 1/2"x9 1/4" EXTERIOR GRADE GLULAMC9 4x4 _ - 5. SEE GENERAL NOTES FOR SIZE OF HEADERS NOT INDICATED 0 r B10 (2)1 3/4x11 7/8 LVL E C10 (4)2x4 • I (Wx) INDICATES WALL STUD FRAME PER WALL SCHEDULE. ON PLAN. .1I Cc 0 611 (4)1 3/4x9 1/2 LVL 6. A MINIMUM OF (2)2X STUDS SHALL BE USED BENEATH EACH = B12 (2)2x12 DF#2 I -%///////////1 INDICATES BEARING WALLS, TYP. SEE SCHEDULE. GIRDER(BEAM( HEADER SHOWN ON PLANS, TYP. CO B13 (2)2x8 OF#2 DROPPED7. COLUMNS LABELED AS 'ABV'ARE FROM ABOVE AND DO NOT ImmilH B14 (3)1 314x9 1/2 LVL Li- CONTINUE BELOW THIS LEVEL. B15 (3)2x12 DF#2 1 I I INDICATES OVER FRAMING. 8. SEE BEAM OR HEADER SCHEDULE OR THE FRAMING PLAN TITLE ABOVE FOR COLUMNS THAT ARE NOT LABELED ON THIS PLAN. # DATE DESCRIPTION INDICATES BEAMS THAT SUPPORT MORE THAN TWO 9. FRAMING PLANS INDICATE SPACES, BEARING WALLS, AND * FLOORS. OR ONE FLOOR AND ROOF, AND REQUIRE PARTITIONS BELOW LEVEL REFERENCED BY PLAN. COLUMNS FIRE PROTECTION PER ARCH- SHOWN WITH HEAVY LINES ARE BENEATH GIRDERS/BEAMS SHOWN ON PLAN, UNO. DASHED LINES INDICATED WALLS ABOVE. 10. ALL POSTS AND COLUMNS TO HAVE CONTINUOUS SUPPORT TO FOUNDATION WITH SAME SIZE MEMBER AND SQUASH BLOCK UNO. SEE SHEET 2/S8.22. 11. ALL EXPOSED LUMBER AND LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE TREATED. APARTMENTS HEADER SCHEDULE • APARTMENTS WALL SCHEDULE -WOOD STUD 12. ALL FASTENERS (NAILS, SCREWS, ANCHOR BOLTS, ETC.) IN CONTACT WITH PRESERVATIVE TREATED OR FIRE - RETARDANT TREATED WOOD SHALL BE CORROSION IH1 ((2)2x8 DF#2 11)2x6 11)2x6 I W1 EXTERIOR LOAD BEARING STUD WALL 2x6 DF#2 16"O.C. 2x6 DF#2 16" O.C. 2x6 DF#2 16" O.C. 4H FLOOR REMARKS SYM SIZE TRIMMER KING COMMENTS MARK DESCRIPTION 1ST FLOOR 2ND FLOOR 3RD FLOOR RESISTANT IN ACCORDANCE WITH IBC 2304,9.5 REVISIONS I( I( I - I @ @ @ 2x6 DF#2 @ 16" O.C. 13. ALL CONNECTORS USED WITH PRESERVATIVE TREATED OR _H2 _ (2)1 3!4x7 114 LVL (1)2x6 1(1)2x6 I I W2 INTERIOR LOAD BEARING 6" STUD WALL 2x6 DF#2 @ 16"O.C. 2x6 DF#2 @ 16" O.C. 2x6 DF#2 @ 16" D.C. '2x6 DF#2 @ 16" O.C. FIRE RETARDANT TREATED MATERIAL SHALL BE STAINLESS H3 _1(2)2x10 DF#2 (1)2x6 (1)2x6 I W3 INTERIOR LOAD BEARING 4" STUD WALL 2x4 DF#2 @ 12"O.C. 2x4 DF#2 @ 16" O.C. 2x4 DF#2 © 16" O.C. 2x4 DF#2 @ 16" O.C. STEEL OR HAVE A SIMPSON Z MAXI HDG COATING OR EQUAL H4 (2)2x6 DF#2 I(1)2x6 (1)2x6 W4 INTERIOR LOAD BEARING CORRIDOR 2x6 DF#2 @ 16" O.C. 2x6 DF#2 @ 16" O.C. 2x6 DF#2 @ 16" O.C. '2x6 DF#2 @ 16" O.C. 14. PROVIDE 3/4" MAX. CEMENTITIOUS FLOOR UNDERLAYMENT SB TDS H5 (2)2x8 DF#2 (2)2x6 {1)2x6 I WALL AS INDICATED BY ARCHITECTURAL DRAWINGS. DRAWN BY CHECK BY H6 (2)2x10 DF#2 (2)2x6 (1)2x6 I 15. SEE SHEET S0.01 FOR GENERAL NOTES. _ H7 I(2)2x6 DF#2 (2)2x6 (1)2x6 I 16. SEE SHEET S8 21 FOR TYPICAL FRAMING DETAILS NOT PERMIT SET SHOWN ON PLAN. STATUS 17. ALL DETAILS ARE TYPICAL FOR SIMILAR CONDITIONS. 03.29.2018 18. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS DATE WITH ARCHITECTURAL PLANS PRIOR TO START OF CONSTRUCTION. 17154 19. SEE ARCHITECTURAL PLANS FOR ALL DIMENSIONS AND PROJECT NUMBER ELEVATIONS NOT NOTED ON PLANS. 20. SEE SHEAR WALL PLANS FOR LOCATIONS OF PLYWOOD SHEATHING AND OTHER SHEAR REQUIREMENTS. 21. RIM BOARD TO BE 1 1/2" LSL, UNO. s4_204 22. FLOOR SHEATHING SHALL BE 23/32"4-PLY T&G PLYWOOD W/ ■ 48/24 SPAN RATING & UNBLOCKED EDGES. GLUED & NAIL W/ 10d @ 6" O.C. EDGES, 12" O.C. FIELD. ©2018 OTAK, INC. If this drawing is not 24"x 36", it has been reduced/enlarged. Scale accordingly. 4. 1 4.2 4.3 4.414.5 4.6 4.7 4. 498 6 4111D Y Otak I I I I I I I I I I Ak. TYP. LUS210, TYP. Otak Architects, Inc. 10 TYP' 808 SW Third Avenue, Suite 300 ©Typ TYP. PCZ POST CAP, TYP. HHUS5.5011 O TYP. Portland, OR 97204 S8.31 S8.31 67 I I B7 I I 9 I 1 lip 1B7 I I I I B7 I main 503.287.6825 S8.31 www.otak.com ------ - ---__._..- S8.31 • C 1\j ® H4 ® li II ®. ill �® owl 110® H2 r / / H1 H4 ® + ��'[ r„ ..whir - - - _ - - ,., . 1119 - - --_ - _.. - - _ - ' El -•^- - - - ---.viiiiui 4.1 4.2 '4 3 4.4 4.5 4.6 �.7� 4.8 4.9 (. :110, Otak Architects, Inc. --. ' • Otak __...... 808 SW Third Avenue, Suite 300 . 6 I I 1 I I I I I I I I Portland, OR 97204 main 503.287.6825 www.otak.com I I THIS ELEVANO TR ION ON SHEAR WALLS I I I I I I I I It, .�' �.�-� PRdcf'! ! L li I I I I I sr i ILD •i 1tEXPME41( ..friq I. DN �-- I I I I II LI 3-29-2018 O O - STAMP lb t., L1-) . - . ! - --irri. , .... _:_tA i.. I :ii,.._.____ . rLi. .,ii), • DBG: PROPERTIES lam. LAi...C: �_�, t�r +rI I I I1 . I I ,, , , Otak 4.D 4.0 4.B 4.A 4.A 4.B 4.0 ED 1. SHEATHING MATERIAL SHALL BE AS NOTED IN THE SHEAR 1 WALL SCHEDULE. 2. ALL FRAMING AND BLOCKING SHALL BE A MINIMUM 2X Otak Architects, Inc. MATERIAL U N.O., BLOCKING IF SPECIFIED, SHALL BE PLACED I I I I I I FLAT BETWEEN WALL STUDS, CENTERED AT PANEL JOINTS. 808 SW Third Avenue, Suite 300 • 3 NAIL PENETRATION INTO WOOD FRAMING MEMBERS SHALL Portland, OR 97204 BE 1-5/8" FOR 10d NAILS AND 1-1/2" FOR 8d NAILS. NAIL HEADS main 503.287.6825 CS16 TOP & BOT. OF CS16 TOP & BOT. OF SHALL BE FLUSH WITH THE SURFACE OF SHEATHING. www.otalc.com I OPENING FROM CORNER TO ; OPENING FROM CORNER TO • CORNER, ATTACH TO BLKG. CORNER. ATTACH TO BLKG. 4. NAIL DIAMETERS SHALL BE 0.148" FOR 10d NAILS AND 0.131" . /• BETWEEN STUDS / BETWEEN STUDS FOR-10 NAILS YIELD STRENGTHS OF y =90 KSI ( 0 )AND 'E� OFA"! d F 1 d A OK 7/r ' j 5 PROVIDE A MINIMUM OF TWO ANCHOR BOLTS PER PLATE. `t�� , 1 k 6, fJ�i / 1 PROVIDE ANCHOR BOLT WITHIN 12" FROM EACH END OF V e� � , . / if R1 ROOF _ R1 ROOF o� . • -- -- - - PLATE . � :17 ,� 6. WHERE 10d NAILS ARE SPACED AT 3"OR LESS ON CENTER /moi v ' • �/ NO HOLDOWNS , . .. A , _ , NO HOEDOWNS AREANTO BEPENETRATE S AGGERED ANDNG MORE FRAMING SHANLI-5/8",BE A MINILS MUM * 4611;# / THIS LEVEL 4THIS LEVEL OF 3x OR 2-2x j j 7. WHERE THE SHEATHING IS REQUIRED ON BOTH SIDES OF 170S• G. ENp� �/ / / THE WALL, STAGGER THE PANEL JOINTS ON THE WALL 4TH FLOOR ,, ,/ 4TH FLOOR - - - /i /�j�/ /�i, - ,i /j�� AI i /y �/7. / STUDS. IBMS: 12/31t ill - "/ - -- - / 8. PROVIDE A MINIMUM OF (2)2x POSTS AT ENDS OF ALL SHEAR wir • V • ,y 7//17.1 T�c�/ V �c�/ //;:',94°11:///f WALLS INDICATED FASTEN SHEATHING TO POSTS USING THE 3-29-2018 • "r / (2) CS16, TYP. T (2} CS16, TYP. PANEL EDGE NAILING INDICATED. EDGE NAILS SHALL BE STAMP • j / j [ LOCATED AT LEAST 318" FROM EDGE OF PANEL /. , - + ./; 9. WHERE INDICATED ON PLANS PROVIDE STRAPS OR HOLD �, 1' I ! �l j DOWNS AT ENDS OF WALLS PER DETAILS ON SHEET 58.41 �` 1� — - - - - - �" l �� , - �/�� / � 3RD FLOO� — - - - - - - i fes` - - . A , ZIZA1 3RD FLOOR �} i �� - ,� jj /��i ,��////. -7 4,-___ / 10. SHEAR WALLS SHALL RUN CONTINUOUS THROUGH BREAKS CAUSED BY INTERSECTING WALLS. - - r DBG1PROPERT1ES I�/ 11. UNLESS NOTED OTHERWISE, THE SHEAR WALL DESIGNATION LLC • /veer ' '. . �: CMST14, TYP y a CMST14, TYP APPLIES TO FULL EXTENT OF WALL BETWEEN CORNER OF THE WALL • ,i 215841, TYP. 215841, TYP.— 12. NAIL SPACING APPLIES TO ALL STUDS, TOP AND BOTTOM • /;;././/_,/,_ /ii/ilii/ r/ , PLATES AND BLOCKING. ►1 f �// jam � � L 2ND FLOOR r/// / // // f 2ND FLOOR - - - i _ :'� I . / _ — - - - - - / _ .I — - — -FLOOR___ 13. DIMENSION SHALL BE 24"AT `-(- - _... _. �/ �/��/ ,: c �J® . /� •/ � -!•- . . __- _ // - - ,,,. - MINIMUM SHEATHING DIM Enayat � WirAl°177/ _ - ��, j /j --- Aori - -- - _ --. BOUNDARIES AND CHANGES IN FRAMING. Schneider ' ,ve 745, ,. `/ /ur 14. ALL PRODUCTS AND MATERIALS USED BY THE CONTRACTOR Smith i� 1 Engineering. SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE Inc_ � MANUFACTURER'S INSTRUCTION. 3141 WALNUT STREET, STE. 203A ____///, 4 , / , /./././ j //z j' /1l 15. 6d COOLER NAILS SHALL HAVE 318" HEAD & 1-718" LONG. 8d DENVER, COLORADO 80205 - - / COOLER NAILS SHALL HAVE 9132" HEAD &2-318" LONG. FIRE /rr ZY• � � �/ ill'/!ice///i.��;// • / Foundation — - ' j�j ./�j��j//,�4; j�� o _ .e __ Foundation C 720.904.1234 www.essdenver.com _ 0 WALL NAILING MAY VARY FROM SHEAR WALL NAILING. USE 1 THE MOST STRINGENT NAILING PATTERN TO SATISFY BOTH CONSULTANT \ CONDITIONS. 6 HDU11, TYP. 6 HDU11,TYP. 16. No. 6 DRYWALL SCREWS ARE PERMITTED TO REPLACE 6d 58.41 S8.41 COOLER NAILS AT GYPSUM SHEAR WALLS, 1-1/4"TYPE 'W' OR '5'. 17. PLACE SHEATHING ON SAME SIDE OF WALL AS ELEVATION SYMBOL. / 18. PROVIDE SHEAR WALL SHEATHING AND TYPE 1 NAILING FOR 1 EAST - BUILDING 4 -- / 2 Building 4 - West ALL EXTERIOR WALLS UNLESS NOTED OTHERWISE. S4-4.01 1/8" = 11-0" \54-4,01 1/8" = 'I'-B" 19. PROVIDE ONE 1/4"x3"x3" MINIMUM GALVANIZED PLATE WASHER (CONFORMING TO THE 2008 NATIONAL DESIGN SPECIFICATION SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC) UNDER ALL SHEAR WALL ANCHOR BOLTS. PLATE WASHER SHALL EXTEND TO WITHIN 1/2" OF THE EDGE OF THE ROOF -- SHEAR WALL _S ROOF SHEAR WALL S ROOF SHEAR WALL S ROOF SHEAR WALL BOTTOM PLATE ON THE SIDE WITH SHEAR WALL SHEATHING. CALLOUT, SEE CALLOUT, SEE CALLOUT, SEE SHEARCALLOUT, SEE WHERE SHEATHING OCCURS ON BOTH SIDES OF WALL, SCHEDULE. TYP. SCHEDULE. TYP- SCHEDULE. TYP. SCHEDULE. TYP. STAGGER PLATE WASHERS. V v /- CS16, TYP v NO HOLDOWNS v CS16, TYP - CS16, TYP iiir / St LEVEL 4 LEVEL 4 _►_ ifir LEVEL 4 _ _-. _ LEVEL 4 r/= (....9 1 z 0 3/ Vr T CMSTC16, TYP (2) CS16, TYP 3 CMST14, TYP .� - (2) CS16, TYP �.0 4LEVEL 3 LEVEL 3 "� LEVEL 3 �" LEVEL 3 �" CO [ 1 lir1 Mt 1 V V V V Ce z CMST12, TYP. /-/. CMST14, TYP. (2) CMST14, TYP. , CMSTC16, TYP. <IC O / LEVEL 2S LEVEL 2 "� LEVEL 24 LEVEL 2 Q - 11: ' - -. ', <lc 0 > SEE 21 S8.41 ♦� U vi ' W HDU14, TYP. HDU14, TYP. HDU14, TYP. - HDU8, TYP. n w 0-)N E 0 E �> N - SEE 61 S8.41 SEE 101 S8.41 SEE 101 S8.41 - SEE 61 S8.41 Z 101 S8.41 10158.41 D IE CA) SHEAR WALL ELEVATION TYPE A B SHEAR WALL ELEVATION TYPE B SHEAR WALL ELEVATION TYPE C SHEAR WALL ELEVATION TYPE DUI 0 1y o - � W 6 s 1- co TITLE _S ROOF SHEAR WALL _lirr, ROOF iriROOF i- SHEAR WALL CALLOUT, SEE CALLOUT, SEE # DATE DESCRIPTION SCHEDULE. TYP. NO 4TH FLOOR SCHEDULE. TYP. SHEAR WALL V --- CS16. TYP SHEAR WALL NO HOLDOWN CALLOUT, SEE SCHEDULE. TYP. 4 LEVEL 4 - ---` SLEVEL 4 A LEVEL 4 I I 1 ! W. 3 2/ (2) CS16, TYP ,/---(2} CS16, TYP � CS16, TYP REVISIONS 4 LEVEL 3 LEVEL 3 _ _ LEVEL 3 .! _S APARTMENTS SHEAR WALL SCHEDULE SB TDS \4/ 3; DRAWN BY CHECK BY CMST14. TYP. CMST12, TYP. /- (2) CS16 TYP. MARK SHEATHING DESCRIPTION NAIL SIZE NAIL SPACING RIM OR BLKG. CONNECTION TO SILL PLATE ATTACHMENT BLOCKING @ REMARKS DBL. TOP PLATE OF SHEAR WAL ALL PANEL PERMIT SET LEVEL 2 t [. LEVEL 2 LEVEL 2 EDGES FIELD SIMPSON CLIP TOE NAILS UPPER FLOOR SIMPSON CLIP 1ST FLOOR EDGES STATUS _. _ ' 1 7/16" PLYWOOD 8d 6" 12" 32" 10d @ 6"O.C. 16d @ 6" O.C. N/A 3/4" DIA. @ 48" O.C. YES 03.29.2018 DATE 2 7/16" PLYWOOD 8d 4" 12" 18" 10d @ 6" O.C. 16d @ 6" O.C. 24" 3/4" DIA. @ 48" O.C. YES ,✓ 4/ • - 17154 V 4 3 • 7/16" PLYWOOD 8d 3" 8" 16" 10d @ 6" O.C. 16d @ 4" O.C. 24" 3/4" DIA. @ 48"O.C. YES - HDU11, TYP. HDU14, TYP. HDU5. TYP. PROJECT NUMBER 4 7116" PLYWOOD 8d 2" 8" 12" 10d @ 6" O.C. 16d @ 3" O.C. 12" 314" DIA. © 36" O.C. YES USE (2)2x © EA. - [ L L VERTICAL SEAM - SEE 6/58.41 SEE 101 S8.41 0SEE 6/S8.41 10/S8.41 10/S8.41 5 7/16" PLYWOOD (BOTH 8d 4" 12" 12" 10d @ 6"0.C. 16d @ 4" O.C. 6" 3/4" DIA. @ 36" O.C. YES USE (2)2x @ EA. S 4 mil, 101 E SHEAR WALL ELEVATION TYPE E SHEAR WALL ELEVATION TYPE F G ' , SHEAR WALL ELEVATION TYPE G SIDES OF WALL) VERTICAL SEAM ©2018 OTAK, INC. NOTE: ALL SHEAR WALLS SHALL BE SHEATHED AND NAILED PER TYPE - SHEAR WALL IN SCHEDULE ABOVE. If this drawing is not 24"x 36", it has been reduced/enlarged. Scale accordingly. Ota k MAILBOX BEAM SCHEDULE SYM SIZE • POST COMMENTS / MBI HSS6X4X114 i i Otak Architects, inc. (---- (-- 9 57-2.01 MAILBOX JOIST SCHEDULE 808 SW Third te 300 ortand OR�97204 ' 0 SYM SIZE COMMENTS main 503.287.6825 MJ1 2x12 DF#2 www.otak.com �� . .A \ /glik ; \._ 18" DIA. x 3'-0" PIER W/(6)# @2'• e 20'-0" G N �F`rfi 5 VERTICAL AND#3 TIES @ 8 Q„44,y 444 QC , 9+ /. - A� S7-2.01 O ;� 12"O.C. 57 2.01 0 66 --, Ifr ir TYP. ^ DOUBLE JOIST ` . -- --- SUR/L210 HANGER, TYPICAL ' � .+o S <bN SLAB •WI#3 @ 16° o o •<_%- � � —I < I 1 ac� aa � . 1_2/31/_Iq P 4:114/O.C. EACH WAY "J 5" SLAB-ON-GRADE WI#3 @ < , - �r1• �. I > I 16" E.W. PREPARE I < I b 3-29-2018 S7-2.01 I > I SUBGRADE PER THE SOILS I I STAMP �� 4" STD PIPE, TYP. ~-_ � > I REPORT I I A � >-I I- , f- T - J LI ) X11 I \ -. AP' J� es , (1(;.01 DBG PROPERTIES lMe� @02, o„ �Qo LLC 4 DOUBLE JOIST V .. .... ..._.,I4 4i, A 'Enayat Schneider lk -Smith + 3 TRASH ENCLOSURE FOUNDATION PLAN Smith LUS210 HANGER, TYP S7-2.01 1/8" = 1'-0" 3141 WALNUT STREET, STE. 203A DENVER, COLORADO 80205 720.904.1234 www.essdenver.com CONSULTANT - 1 1 MAILBOX FOUNDATION PLAN 2 MAILBOX FRAMING PLAN S7-2.01 1/8" = 1'-0" S7-2.01 ' 1/8" = 1'-0" • 1/2" EXP. JOINT GUARDRAIL BY OTHERS SITE PAVING, SEE CIVIL 6". . 2'-6"VERIFY W/LANDSCAPING 6". NOTE: GALVANIZE OR _/\./._ `�� - OTHERWISE PROTECT l'',. , 01 - :7-:"...- , .; NOTE: �� MIN. MASONRY COMPRESSIVE ' �.-� 1 ALL EXPOSED STEEL. ,, I mo,\%\%\y STRENGTH = 2,000psi SOLID GROUTED 8"CMU ____ \\�\\/' MIN. MORTAR COMPRESSIVE W/#4 @ 24" O.C. VERTICAL ` X • r \ , STRENGTH = 1,900psi @ 28 DAYS • a , ....r_.----- a (3) #3 TIES@3"O.C. PIPE COLUMN, SEE PLAN a X BOND BEAM T&B OF MINI. GROUT COMP. STRENGTH = a , . WALL WI(2}#4 CONT. }!} SLOPE TO DRAIN TYP BOND BEAM W/(2)#5 T&B - #5 @ 8" O.C. 3,000psi @ 28 DAYS } } I � AND @ 4' 0" O.C. 2"CLR. EXTERIOR PAVING, SEE ARCH /\ / -/4* x <�\\ \� } I 1/2" EXPANSION MATERIAL /� x <// o 47_i • SLAB, SEE PLAN ?�_ '/, . : :s:. Q X `. 1:;:i.5 -- /� �' I1 \\��\�� \\\\��x 112" DIA. x16" STAINLESS STEELX 112" EXPANSION MATERIAL �i `�^ x ALL-THREAD W/3' EPDXYEMBED $" CMU GROUTED SOLID \ BOND BEAM WI(2) #5 7 Imilli • Ii:°': : -. - ` -° • }�\� IN CMU {SIMPSON AT XP), TYPE (fm = 2000 psi) -} CONTINUOUS @ 4"O.C. • / 77-----....,„ �' Cn #5 SLAB W/#3 1 _ a ` ��_ EA END , EA. SIDE @ 6" O.C. a 9*'\\ '\ie ° ; - /\j, � } -- ___k/I__ EA. WAY \\ } .:007.' �•�� \'. ' I O I _p _'.d: \` `° \ } x ` CAST IN PLACE 4" CONC. SPLASH -� J •I 7-;-7777\-7 ° c� x' ' PAD W/6x6-W2.1xW2.1 WWF, SEE ? WCIVIL FOR SIZE & LOCATION . •� \; ) _Zo- •/ '. !► ''I' Z II - _ I ' ' �' 112" DIA. x 3" HAS @ 12" C /.` r i. . x • �. i) //.\�/.\/ r J 0 C., STAGGERER, EA. /• } x C 6" CMU GROUTED SOLID Z #5 DOWEL x 1 ` a 4 CO g N /• } , WI#4 @ 32" 0.C., TYP. 2 @ 8" O.C. LO LU 4 / FACE OF COLUMN 1 x _ 8,� 4 J _ - o p _ - 'i (3) #4 CONTINUOUSCe 1/4" CAP PL 6' a . 6.. N r e 4 < 1— _ _:--;-4' '.=; °- . - ---.. :..- I>d.e I I , �`,�� I T T __ cn _ " . , , •e _ ' • #4 DOWEL TO MATCH WALL a LLI ,. � : ° - _ 4. .• } REINFORCEMENT W/STD. Q 4 ` ♦ 4 ° ° ° - Oar SEE PLAN FOR a „ HOOK ALTERNATE HOOK a REINFORCING ` • ' �" �.p a 4� , a 2 _g DIRECTION cr LLI 1 "° ea °.•4 •-A. ..a _ /-• a-"n e \ e d LITS cy) "O.C. J \�-- 4" HOOK, TYP. 4'-0" \ (5) #4 CONT. Y N F� L. SEE PLAN #4 @ 24 �.. _ J _ N 0 N N- (5) #4 CONT. W_ Z � = 4 • MAILBOX FOUNDATAION ( 5 / LIDIA� PLANTER r 6 SITE RETAINING WALL i 7 � TRASH ENCLOSURE DETAIL LL z0D Et [— s7 2.01 1" = 1 -0 s7-2.o11 1 = 1-0" s7-2.o1 3/4 = 11-0" �s7-2.o1 1 = 1 -0 W w w Lu _ c < I— N 0 F"'" f= Cl) NOTE TITLE FRAMING ABOVE NOT HSS BEAM BEYOND, SEE PLAN SHOWN FOR CLARITY # DATE DESCRIPTION ROOF SHEATHING, SEE PLAN MITER WELD --- -. TYP. TYPICAL ROOF EDGE CORNERS 114 NAILING, SEE PLAN A A HSS BEAM, SEE PLAN 2x FASCIA WI(3) 10d NAILS 8 '`.. I , , / A35@24" O.C. . . - .::� - - .. . -411111 y • I I� I I REVISIONS I , - L4x4x1/4 @ 4'-6" O.C. MAX. SLAB REINF, SEE PLAN . I FOR WOOD,/:,, , 1/4 - - / CONNECTION CREEN ANGLE BEAM, 'wl. \ SEE PLAN EXTERIOR PAVING, SEE CIVIL \ Author Checker 2x BLOCKING B/W SECTION A-A / , SLOPE, SEE ARCH. DRAWN BY CHECK BY� w JOISTS !, / B[ \� B -� w PERMIT SET H2.5A BOTH SIDES 1/4 I T.O. SLAB STATUS \ OF EA JOIST �r ,.... I _ :. a�. ,• . .,, ., 10d TOENAIL \ CAP PL112"x5"x5" - l 5EE ARCH iJ @ 6" O.C. \ WOOD SIDING, �° <_ - ♦ ; °A :• a� 03.29.2018 HSS BEAM, E H 114 / / a/ ., , , „4 R o0 DATE SEE ARC / \�\�\�\/� • \ \ \\\„! SEE PLAN ��— ',\ ° s'-/\\//\ / 17154 PIPE COLUMN, / :4)61=,/ \�j�j�/ '///..\\("/ ',/ �j j\ l 3x PLATE W/0.157" DIA. SEE PLAN PL318"x4 112"x4 112" \\ \ �\ \ PROJECT NUMBER PAF @ 6"O.C., @ANGLE �j STAGGERED I - ATTACHMENT (2) #4 CONTINUOUS \�\�� \ � PIPE COL., \ /\ . s 7_2 . 0 1 SEE PLAN SECTION B-B 113 , DETAIL 9 MAILBOX COLUMN/ BEAM CONNECTION 10 EDGE OF TURNDOWN SLAB ©2018 OTAK, INC. 57-2.01 1" = 11-0" S7-2.01 1 1 -0 87-2.01 1" 1-0" If this drawing is not 24"x 36". it has been reduced/enlarged. Scale accordingly. Otak i ua Lu ADDITIONAL VERTICAL BARS cc U Z Z � O CONCRETE WALL, -- 1 112" 1 1/2" o u ' CLR. ... NOTES SEE PLAN FOR SIZE & l CLR. co i".,, O utak Architects Inc. REINFORCEMENT �- #5 BARS AT 12" O.C. , 1. TABULATED VALUES ARE BASED ON GRADE 60 REINFORCING BARS a - - - J , ' _ - - n / I \ • 16" 16" 808 SW Third Avenue, Suite 300 AND NORMAL WEIGHT CONCRETE. LENGTHS ARE IN INCHES. ° , . - • ' / • • Portland, OR 97204 TENSION DEVELOPMENT AND LAP SPLICE LENGTH FOR UNCOATED BARS i •" a \\:\ D ° main 503.287.6825 2. CASES 1 AND 2, WHICH DEPEND ON THE TYPE OF STRUCTURAL / Lengths(In.) per Concrete Streng h (psi) r ��, ` ^ . ° . *" a a ♦ • •— (3)#5 AT EACH SIDE OF OPENING www.otak.com ELEMENT, CONCRETE COVER, AND THE CENTER-TO-CENTER SPACING / r` "L" 3000 psi 4000 psi 5000 psi _ OF THE BARS, ARE DEFINED AS: z BACKER ROD& SEALANT �" ' �' ' • +� Bar Lap Top Bars I Other Bars Top Bars ` Other Bars Top Bars Other Bars 112"0 SMOOTH BAR x 5' 0" — 1�-t� PROF • • Size Class Case-Case 2.Case 1 Case 2 Case 1 Case 2 Case 1 Case 2 Case 1 Case 2 Case 1 Case 2 BEAMS OR COLUMNS: LONG W/ONE END co NOTE: TOP AND BOTTOM BARS TO �� I Sf A 22 32 17 25 19 ' 28 15 22 17 25 13 19 CASE 1: COVER AT LEAST 1.0db AND C-C SPACING AT LEAST 1.0db IF ---- - GREASED, MATCH CONTINUE THRU JOINT. DO NOT (2) #5x4'-0" DIAL. N �` - #3 B 28 ' 42 22 32 24 36 19 28 22 33 17 25 STIRRUPS OR TIES ARE PROVIDED THROUGHOUT LENGTH OF SPLICE HORIZONTAL BAR �} LAP BARS WITHIN 4'-0" OF JOINT. OPENING �� 2"TYPR BARS AT EACH ccs• $+ - . �' A 29 43 22 33 25 37 19 29 22 33 17 26 NOT LESS THAN THE CODE MINIMUM SPACING, OR COVER AT LEAST SPACING WALLS 8 THICK OR LESS —r .— CORNER �-.•. B 37 56 29 43 32 48 25 37 29 43 22 33 tg 1.0db AND C-C SPACING AT LEAST 2.0db IF STIRRUPS OR TIES ARE NOT db= DIAMETER OF BAR 1 112" PROVIDED. CLRD . \ 1 'r, ,ir•' A 36 54 28 41 31 47 24 36 28 42 22 32 z_ 1112" -----� - «-- #5 CASE 2: COVER LESS THAN 1.0db OR C-C SPACING LESS THAN 2.0db CONCRETE WALL, ADDITIONAL VERTICAL B 47 70 36 54 40 60 31 47 36 54 28 42SEE PLAN FOR SIZE & CLR. BARS EACH SIDE OF JOINT \ ' �,�D P►� A 43 64 33 50 37 56 29 43 33 50 26 38 3. USE CLASS"A" WHERE 50% OR LESS OF THE BARS ARE SPLICED 5d -;.- No. 3 THROUGH No. 8 REINFORCEMENTf. • • ■ ' G. B 56 84 43 64 48 72 37 56 43 65 33 ...0.._ WITHIN THE GIVEN SPLICE LENGTH. USE CLASS "B" WHERE OVER 50% 4db `� i A 63 94 48 72 54 81 42 63 49 73 37 56 OF THE BARS ARE SPLICED AT ONE LOCATION. 2 112" MIN. `6db No. 9, No. 10 AND NO. 11 • \ &") . a q I 4 EXPIRES: 1,7/31/ I�j #7 B 8.1 1 122 63 94 70 106 54 81 63 94 49 73 < A 72 107 55 82 62 93 48 71 55 83 43 64 4. AC1318 DOES NOT ALLOW TENSION LAP SPLICES OF #11 TO#18 ~ r No. 14 AND No. 18 - a ad ,d' = . I REBAR NEEDED DD'L 3-29-2018 #8 B 93 139 72 107 80 121 62 93 72 108 55 83 BARS. THE TABULATED VALUES FOR THOSE BAR SIZES ARE THE 3'-0' STAMP A 81 121 62 93 70 105 54 81 63 94 48 72 TENSION DEVELOPMENT LENGTHS. : ," a a _ a TYP. ,. #9 4 .. / s da . — _� r B 105 157 81 121 91 136 70 105 81 122 63 94 5. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF Y - '!" �1" � � A 91 136 70 105 79 118 61 91 70 105 54 81lJ #10 CONCRETE CAST BELOW THE BARS. 112"0 SMOOTH BAR x 71-1:11_, z BACKER ROD & SEALANT B 118 177 91 136 102 153 79 118 91 137 70 105 RECTANGULAR OPENINGS W/ "L" GREATER THAN 12" DBG P R O P E RTI ES A 101 151 78 116 87 131 67 101 78 117 60 90 6. FOR LIGHTWEIGHT AGGREGATE CONCRETE, MULTIPLY THE D=FINISHED INSIDE 5'-O" LONG W/ONE END co NOTE: TOP AND BOTTOM BARS TO I #11 B 131 196 101 151 113 170 87 131 101 152 78 117 TABULATED VALUES BY 1.3. BEND DIAMETER GREASED, MATCH CONTINUE THRU JOINT. DO NOT ! NOTE: I LLC #14 N/A 125 187 96 ! 144 108 157 83 125 97 145 75 112 • D= 6db FOR #3 THRU #8 SPACI OCNTAL BAR LAP BARS WITHIN 4'-0" OF JOINT. DETAIL APPLICABLE FOR ALL * 7. LD - CASE 1, CLASS A, OTHER BAR D= 8db FOR #9, #10 & #11 OPENINGS, UNLESS NOTED #18 NIA 161 241 I 124 186 139 209 107 161 125 187 96 144 LS - CASE 1, CLASS B, OTHER BAR D= 10d FOR #14 &#18 WALLS THICKER THAN 8" OTHERWISE. MAX LENGTH OF 5'-0". .*,Aff Enayat ► Schneider ri BAR LAP SCHEDULE 2 BAR BENDING DETAIL 3 CONCRETE WALL CONSTRUCTION JOINT 4� TYPICAL CONCRETE WALL OPENING Smit• h yy* Inc. s.___8_.V NOT TO SCALE 58.01 NOT TO SCALE s8.01 ' NOT TO SCALE ss.o1 ,,/ ; NOT TO SCALE 3141 WALNUT STREET. STE. 203A •---_______,--- �� DENVER, COLORADO 80205 720.904.1234 www.essdenver.com CONSULTANT j / / NOTE: • VERTICAL / THIS DETAIL IS TYPICAL FOR ALL RE- REINF. LS TYP. /" ENTRANT CORNERS CAST IN PLACE OR TIES cc Z 114" MIN. / CONCRETE SLABS, BEAMS, DECKING 0 2-ISAWCUT / TOPPING AND WALLS. THIS DETAIL ALSO • . LcAPPLIES AT ALL RE-ENTRANT CORNERS AT < . . , d ` • ° I CONSTRUCTION JOINTS. •'s- • d_ , 4 -i• d. _ - .. .. �. , a 4 . 9 6 dy• 9"11 _ `a'- • � I #5x4'-0" E.A. FACE d°,a -1 gyp_ . '9° --q„ • .- - -4 / w • ' i °`- . . a / - #5 CONT. EACH SIDE OF �," DOWELS TO MATCH SIZEe DOWELS TO MATCH SIZE AND SPACING OF HORIZ a - AND SPACING OF HORIZ. / CORNER E.A. FACE 1 REINF., SEE HED. r REINF., SEE SCHED. \-- '-E SCCONCRETE SLAB, SEE PLAN ( T' SLAB THICKNESS) / - FOR LAP SPLICE w • •a,., . -k►'- FOR LAP SPLICE - FOR SIZE & REINFORCEMENT a ' -•„- - ..4 VERTICAL REINF. .a ' .7/// /// / / - OR TIES a a VERTICAL REINF. a -s- / CO ° - -' �l -- OR TIES SAWED CONTROL JOINT (CJI / - • FACE OF WALLICOLUMN, / / / -0a, '■ C MIN. (2) VERT. ` aa:-�' OR GRADE BEAM CONCRETE SLAB, SEE PLAN 112"0 SMOOTH BAR x 2'-0" 3 -0 TYPICAL "— --_ ;___ _-__ _—_ BARS AT END . '.. ,: FOR SIZE & REINFORCEMENT W/ONE END GREASED w i \ a°:. . , — 112" BACKER ROD & CAULK / M . 4 •- . 3 d ._ V e - d. ct PLAN VIEW . • . .. _ - � apa- .� . . - - . � " ' . _ M.� - . ' - ., i:. 21-0" _ 18 TYP. / , ;., : CONCRETE SLAB (SEE /_ _ Q #4 HAIRPIN x AImumg PLAN FOR SIZE & Ce 1 SPACED TO REINF.) MATCH WALL \. 1/2" EXPANSION < co REINF. JOINT MATERIAL CONSTRUCTION JOINT (CJI PLAN VIEW J a r-5-- '�TYPICAL WALL OR GRADE BEAM INTERSECTION r6 EXPANSION JOINT DETAIL 7 SLAB-ON-GRADE JOINTS i 8 ') TYPICAL RE-ENTRANT CORNER REINFORCEMENT 0 L 58.01 NOT TO SCALE ` s8.01 ) NOT TO SCALE S8.01 NOT TO SCALE s8.01 ' NOT TO SCALE CO 0 0 YN Z Z LL so 0 SHEAR WALL \ ' 2x4 FLAT BLKG AT SHEAR WALL - -- 2x4 FLAT BLKG AT W _ Z oTOP OF WALL SHEATHING PANEL JOINTS SHEATHING PANEL JOINTS ,, D = N6 0 "' / 2x TREATED PL - - •- 2x TREATED PL ;I CO I-- ANCHOR BOLTS ANCHOR BOLTS 1 1- Li_ (2)#5 T&B OF - °'.< / PER PLAN PER PLAN r SHEAR WALL SHEAR WALL OPENING, a a . • . -- ' ' EDGE NAILING \ • EDGE NAILING TITLE EXTEND 4'-0" \ A 112" EXP JOINT / 112" EXP JOINT b P r • d a PAST EDGE OF =' : 4 '- ` : " . / 112" EXP. MATERIAL — # DATE DESCRIPTION OPENING ° *' EXTERIOR CONC SLAB, SEE PLAN - - INTERIOR STUD WALL, CONC SLAB, SEE PLAN • : •d. •. _ ,. -' ' r,.- \' •: � °,' `- dY GRADE ; �•� FOR REINF & ELEVATION SEE PLAN PATIO SLAB, FOR REINF & ELEVATION " : .a - - e. // - 2)#5x3'-0" . -- ,_ a SEE PLAN _ P. WALL REINF. /- LONG AT FOUR ° sI a. SHEARWALL SHEATHING ANCHOR BOLTS, PER 4> 1 a " . I` -y yi .SIDES _ it - - d a- _ '' �: AS REQ'D. SEE PLAN � ^_ PLAN • - . • i` r `lq CONCRETE w - WALL PER • .., 2 112"CLR.TYP a i 6�i \ (3) #4 CONT. #4 Z-BARS @ 18" O.C. 6„ PLAN y-- a•-'�'• ,• (2)#5 EA. TOP , ° , • ' //\,..\ 14 2,� ALTERNATE TOP & BOT. HOOK a 2„ 1 ,:' • AND BOTTOM 4' - SAW CUT CONTRUCTION . _ -__ • • OF OPENING, °<. -. SAW CUT CONTRUCTION -- •° - `d '•, d TYP. + ' <a �~ #4 T&B AND AT JOIST, SEE 7/S800 JOIST, SEE 7/5800 a _ #4 T&B AND AT ' ¢ ♦ ' 12"O.C. CONC. SLAB ON GRADE, 12"0.C. REVISIONS :-- - . . -- .°- :, , 'e': SEE PLAN ' - ' d • a �SEE PLAN •/q SEE PLAN e - - (.Q . ■ "-a - -�-4 �:"n a e.- ° .-' a SB,JD MS A ° a d a DRAWN BY CHECK BY • < - ' " •' d A -.� - a REINF, SEE PLAN c� `1` -///\\.//)\\ °� ' ��\ `°' �° ° REINF, SEE PLAN d - t' < - / \ \ PERMIT SET OPENING MAX. -. .-• - - < a -' -, .. . . i d d •- ^ • . d r 3 CLR _ / j% Z w r a STATUS 24"0 ROUGH v° E-- w r er • � �\\\• - i._ ` 4 \/\�� w = • �' y' ' •a�=': OPENING NOTE: d / • <• , \// T' w c, ^' '. .. 03.29.2018 DETAILS ARE APPLICABLE FOR r r ° = /\ -� r 1 .�. --d - d .. -4 --co cwn Y DATE ALL OPENINGS, UNLESS NOTEDn. OTHERWISE. #4 AT 18" O.C. 3" / 1 3#4 AT 18" O.C. 17154 ALT. HOOKS REINF., SEE PLAN - ALT. HOOKS - PROJECT NUMBER @DIA 12" NO ADD'L SEE PLAN SEE PLAN REBAR NEEDED 6" SEE PLAN • 6" !' i S8 . 01 �� PIPE PENETRATION (--1-1:1 TYP. EXTERIOR FOOTING 11 . DETAIL AT INTERIOR WALL 12 EXTERIOR FOOTING AT PATIO 02018OTAK, INC. 58.01 1 = 0" S8.01 - 1 = 1 -0 Ss.01 NOT TO SCALE �S8.01 1" = 11-0" " 1' " ' " if this drawing is not 24"x 36",it has been- reduced/enlarged. Scale accordingly. d • — 2x STUD WALL, SEE PLAN - FIRE PROTECTION, Otak SEE ARCH. - ANCHOR BOLT, SEE PLAN i / - 2x TREATED PLATE TYP. :: .A;. - .-• - ' -•a •: ' 112" EXP. JOINT Otak Architects, Inc. 1 I I I III- -_ -.- - d " 808 SW Third Avenue, Suite 300 1 1 • d ' , a a�' ' ;''''*-'-i .1 Portland, OR 97204 `'''/ = main 503287.6825 u_ • �A / // Y/ ;/ v/ www.otak.com Z ,:= .° . 4" � #5 AT 12" O.C. " . /�� \ /X/��. < • :711:41 EACH FACE �� /\, f J 8..-----F,-7-:-., ,`4 ._ EACH WAY ..- ;a�\\��\\ SLAB REINF, SEE PLAN �� N��`f�/ Ill a % ti Fe ". ' - '- 7 a . �_ (VOTE. EXTERIOR PAVING, SEE CIVIL °�- p°.. _ , 4. VERIFY PIT& SUMP z _- _+ b' ° ,- - DIMENSIONS WI ARCH SLOPE, SEE ARCH. + r T�1 . ELEV. MANUF. PRIOR TO --"–a�— ' - 8„TYP CONC. PLACEMENT w '9iy� ��L #5 AT 12' O.C. T.O. SLAB 0 Ei`� '!'-0„ - " ' SUMP PIT : - ° �-� G. I,. EACH FACE '_ - - b �. .ate , , SEE ARCH �� _ IRES: 12/3 i! I� p r COORD.WI ARCH. 1' 0" EACH WAY, T&B ,° °: `_• as TYP °: , ; - d r • ° T.O. SLAB �f\��/\��/\��/ i�- ,� // ./ ii y 3 29 2018 < -- SEE PLAN i � j / '/� /,��f\`�j /, ----- - I4 - `\ STAMP 4 `'--A4' °4..-b' 4 � ` 4 .❑ - a . I-- A .� . . .°ad- a+Q \/\\\ //:\ \a /\ \/\\\ -° "a _ < �4. a-a e - ° - d °q, a.❑- -nd°. - CL p 11 Ci CC Q d . - _ .y °' (2) #4 CONTINUOUS - /\� � � r p _ = „ DOWEL TO MATCH a" 4. < 4 $ ae_ WALL REINF. W/ / \ \ \\/ Q z _ _ c i_q , - , e . •.4—'� ' - :• STD. HOOK • • DBG PROPERTIES 4 a- a '� - d q LLC a e - a d, - - - - a- ••4 - v d e a.4° _ -d, _/4- __• -a 4 as ((r aey r".., •" d ";. : ,. i _e _ Enayat / I Schneider DOWELS TO MATCH a y #5"Z" BARS W/8" z_ 2 EDGE OF PATIO DETAIL sm;th ,,� VERT. WALL REINF., v END LEGS AT 12" O.C. -f S8.02 1" = 11-0` Engineering, TYP c.; AROUND SUMP PIT o 3141 WALNUT STREET, STE. 203A DENVER, COLORADO 80205 720.904.1234 www.essdenver.com 1 \ ELEVATOR PIT DETAIL AT CMU _ CONSULTANT S8.02 1" = 1'-0" "H"x 2, d: :- - - DOWELS TO MATCH • a a WALL REINFORCEMENT d - A- r� - :- - .: :". a (MIN,) ' a°: - ll s ' . SIZE & SPACING CO ° q -- WOOD STAIRS, �/� I-.r_ 'V♦ ° �`�4/ ° ' "; n - , -' _. ;' - .. :-�4 .._"�2; ' ° - .-,4`• ; - _, ,. ..',WALL BOTTOM STEEL SEE 121 58.21 CONCRETE WALL a.4-:' �- =e -4: a - '/. ❑:' a e'LL3x3x1/4"x6" LONG - (2) 112" DIA. THRU BOLTS Z & TOP STEEL TIES, IF - .�� ` 4.-w`, ' ' -I` - i - °. :-.i : C AT STRINGER /' IN VERT. SLOTTED USED, SEE FOUNDATION:- ° --. -4 - ... i HOLESILI Ct PLAN & SECTIONS -.: rq- , :_ !. - a 4 SLAB PER PLAN 3" (2) 518"0 x 6" EMBED Q `❑` x ,'a. aN —11 EXP. ANCHORS T ° . a� CLASS"B"TENSION LAP. TYP., • Q U • 08-' ad f L •L •SEEBARLAPSCHEDULE 1 - .- < . - • d; - ° , 4 -., . . 5. A I < CO 11. r g: d • ° $ ° - o NOTES: ioU ° �N° d . - < " . - dU 1�Li o a� c:, a 4 , : - �0 1. SEE FOUNDATION PLAN FOR TOP OF = w ' o '` a . ' a ,;/. ± N JnC lam` Y r- •° FOOTING ELEVATION. w ' a 1 1 2. FOOTING STEP REINFORCEMENT TO r 1,-• 0„ ) w ^D" MATCH WALL AND I OR FOOTING CO -J I N.• REINFORCEMENT SIZE AND SPACING. (3) #4 CONT. WI#4 ❑ �� TRANS AT 16" O.C. THICKEN SLAB AT STAIR Q C BOTTOM STEEL AS SHOWN N in coz - J N Z h- C 6- FOOTING STEP \ 7 STAIR STRINGER TO SLAB �.,..� D Iz ~ 2��J I � Q s8.02 NOT TO SCALE \$o/ 1" = 1'-0" a 0 ILI C[ z _ o0 O CO I` L TITLE # DATE DESCRIPTION REVISIONS SB,JD TDS DRAWN BY CHECK BY PERMIT SET STATUS 0329.2018 DATE 17154 PROJECT NUMBER S8 . 02 0 2018 OTAK, INC. if this drawing is not 24"x 36", it has been reduced/enlarged. Scale accordingly. STUD WALL, SEE PLAN tiI 2x4 FLAT BLKG. @ Otak PANEL JOINTS I WALL SHEATHING, SEE ANCHOR BOLTS, PER PLAN WALL SHEATHING, — POST, SEE PLAN PLAN ' SEE PLAN 2x TREATED PLATE 1/2" EXPANSION JOINT Otak Architects, Inc. I 808 SW Third Avenue, Suite 300 ANCHOR BOLTS. PER PLAN � CONC. SLAB, SEE PLAN Portland, OR 97204 WALL EDGE NAILING, main 503.287.6$25 WALL SHEATHING, 2x TREATED PLATE SEE PLAN FOR REINF. www.otak.com nc SEE PLAN CONC. SLAB. SEE PLAN POST, SEE PLAN /r FOR REINF. I A. Q PRO/ i SHEAR WALL SHEATHING - s ' a E 2x TREATED PLATE W/ / & EDGE NAILING #5 12" O.C. S��Q` G N �fiot f�� / @ I-1111 co ANCHOR BOLTS, PER PLAN / POST, SEE PLAN is #4 "Z" BARS @ 18" O.C. ► �•� pC P ALT. TOP & BOT. HOOK j a g11 a) ABU BASE 2 • •( ,� WALL EDGE NAILING, d - • • •-• . > .4-' '' `'� 2 r SEE PLAN oo • ••- • I 1 .„ 1 1. ° I (3) #4 CONT. 1 v a,• 40 G. ett11‘ SLAB, SEE PLAN - �,\ ,6,✓ -T SEE PLAN— IaPIRES: 14/31/ I� ��I FOR REINF. SEE PLAN FOR REINF. /�\\/ •� #4T&BAND @12"O.C. f FOR SLAB, SEE CONTINUE CONT. FTG. /\\f� �' NF. 1 #5 @ 12" O.C. 3-29-2018 .74, - - � - 4;°- - < ,• REINF. THRU PAD FTG. . °' � . \�/��/"Q a, d , a.' ALT. HOOKS STAMP ;_ I I / /� u' a o.,:: '�; n d U, _� + ! .• �° 2 �' CONT. FTG. BEYOND X -- e • • `� °Q' aa" ` `\� \ ; !• / icy _•, s n •' C'\ a • REINF., SEE PLAN rr 1��1 Z • \ �; ' • '. !' ad �. ~ i •- .- I'' - R d ' I . - <; d °, a a " a� 6 4 p .. q _ . r-. • _ J L `� Q \/\\ \' n y \/� Z d• 1 I I d• 4 m1 d __•I t f — d J /// e 4. .b` 1• _ - d A-44`. , \ - 4. I• .I - r d , w -A • -' • a:" y • - _ $ ._` - /� a_ d . Q ci. _ _ : -4' DBG PROPERTIES \:. " . . .. • 4• ay n� : CONT. FTG. BEYOND •. • a J - ii: a. e. .� - �, d . ■ • -�. _ -4. -� • -I^� . . - ! —I I I d • ----..-.49- -q 4 -nd 1 Q • ' °: - d LLC ill .d '�- • I' .�g,l d" v_ \ W d - -r'`�_.—� 4'- W 4° - - _ `.q- J - "a n w ♦-• - ... i n -I ° 5. A. 1 •• - a � '9. . a. w • ' •-dam •• ... a- , r w dad - - •o n - - n - j I I Cr) 4 " 9 d ' SEE PLAN FOR REINF • a: r 1 pa .• ,d ; d` • �.: _ 'a. • 8 "•'',,,`. . aF CONTINUE CONT. FTG. U .'; ;' a �►A"l SEE PLAN REINF. THRU PAD FTG. - ih SEE PLAN SEE PLAN SEE PLAN FOR REINFORCING Enayat LAP W/SLAB REINFORCEMENT, SEE PLAN Schneider r Smith riA. SEEL. 1/S8.01 E'nCgineering, U3141 WALNUT STREET, STE. 203A 1 INTERIOR POST FOOTING _ 2 EXTERIOR POST FOOTING 3 THICKENED SLAB a@ POST 4 RETAINING STEM WALL FTG DENVER, COLORADO 80205 s8.03 1" = i'-o" �8.03 l 1" = 1'-0" �s.o� 1" = 11.0" sl s.o3 / 1" = 1'-01� �� 720.904.1234 www.essdenver.com CONSULTANT --- WALL STUD FRAMING, SEE PLAN STUD WALL, SEE PLAN i./ • 2x4 FLAT BLKG. @ PANEL JOINTS SELPLANATHING, _ 2x4 FLAT BLKG. @ PANEL JOINTS WALL SHEATHING, SEE -- :,,, PLAN ANCHOR BOLTS, PER PLAN ' A / ANCHOR BOLTS, PER PLAN 2x TREATED PLATE 1/2" EXPANSION JOINT 2x TREATED PLATE / 1/2" EXP. JOINT 9 WALL EDGE NAILING, -- CONC SLAB. SEE PLAN SHEAR WALL SHEATHING SEE PLAN FOR REINF. & EDGE NAILING /// CONC. SLAB, SEE PLAN •` N;rj . ► ■� /. .. FOR REINF. e.-- ft"; — fi z ° • .. d� 45 I .. - . ; #4T&B AND AT12"O.C. 6 4'. ''_ 4 . - -. -d y .. co d II 4 I I' p #6© 9" O.C. f •.t #4 @ 18" O.C. ALT. HOOKS //\�' - - , f I I 611 ~`- - �/'� I— \° V/ Vj ' "6" 28"MIN (3) #3 DOWELS W/ a . . w t SIMPSON AT-XP EPDXY zINTO STEM WALL Go - °- --- d INTERIOR FTG. SEE PLAN . :- FOR SIZE & REINF. __�`�-- W iN— Z ' _- REINF., SEE PLAN r• Q • _ a -.°- - a - uJ • + ' : : K\ < ": : -.,-;. < U) SEE PLAN / / . J EL /�/ i - #6 @ 9" O.C. ALT. HOOKS : ' Q 0 I- 5 INTERIOR TO EXTERIOR FTG. CONNECTION N SEE PLAN FOR REINF. W . Cn 8.03 1 1'I = i'-o" CONTINUE CONT. FTG, SEE PLAN FOR REINF. 0 REINF. THRU PAD FTG. Q ' ' n W M N z 1 l _ • Z N- d .- z .. ':s.: ':., ''•-• ir -a,.4. i * -21 ' :h.-.,.. „I: , . -4.--. :: •a � = O 0 d _ 4 _ 0. _ • - ad O • d 0 wow N U I-1- 2f) SEE PLAN TITLE (6 \ RETAINING STEM WALL FTG © LIDA PLANTE # DATE DESCRIPTION �8.os ) 1" = 1'-0" REVISIONS Author Checker DRAWN BY CHECK BY PERMIT SET STATUS 03.29.2018 DATE 17154 PROJECT NUMBER S8 . 03 ©2018 OTAK, INC. If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly L3x3x114 x 5'-0"W/5/8" DIA. x 6" 8" 4,, $„ 6" HAS @ 24"O.C. / BRIDGE BY OTHERSOtak -. SITE PAVING, SEE CIVIL . \ K7 :06-40,A0 ° =-ii °' . r !- i./0 Otak Architects, Inc. 5 I , �; ' ✓ '- °~_.a_ ' < ZN 808 SW Third Avenue, Suite 300 6 S8.04 ��I0I`� ; Portland, OR 97204 S8.04 - STEEL FRAME, SEE ELEVATION 'a� `Q main 503.287.6825 BO BRIDGE HSS 5x5x3/8 3/8 KNIFE PL A+,.=.t . .+ a 314" DIA A307 ANCHOR ROD x r� www.atak.com WI WASHER & {2) NUTS{4" ...._._ --- #5 "Z" BAR @ 12" O.C. � � . . 4' SEE CIVIL r + r ' ;` :_ __ PROJECTION), VERIFY °— q { I q CAP PL. TYP • ' Trr QUANTITY W/BRIDGE MFR. NS FS I ao° e %//\ SOEEL FRAME 8�ANCHORS (10) #8 T&B, ' N ��,'ffi TYP 114 I. I I 114 r„j �\�/\ GRADE LINE, SEE CIVIL NOT SHOWN, SEE 1 &21 S8.04 EA. WAY cr< 8 t • �, . \ • Tom■ BRACE, SEE i \ H /I BASE PL 1 x 11 x 2' 0" z #5 @ 12" O.C. EW, EF. --- � - : . <, : . -- , . V . �/\/\/\/\ i♦1 "114, ELEVATION -\ d_ . a - • /\\ \ \ \ \ \ Is,/ � -� / 1 112" NON SHRINK GROUT o d j \ \ \ - • - - .' �Q G. E4� M� yN 114, /, ^ , - -.\/\/\/\/\/ \ .' `-- IMRE& 12/31/ 11 • • 4 f In �`� CP [") 'A t *p „ ._° F �-. a - �n -d� `- • _°- - -, #5 DOWEL @ 12 0.C- d. : ° _ ' - .. ' °. .a"- . 3-29-2018 "' x „ d•: . . °, ' . .4d -e. 4-• a. - -•, - :A . 'a; a,V d. _ ._ 7//\/\//,//\/\,W16" HOOK, TYP 4..Y a. 4. : '_: - - ".. : STAMP v7 (6} 718 DIA. x 24 A307 4 1.- a.4 • . ° ° <.r ;\\/\\/ /\\/\\�\�\. \\ ik GRADE - <. _ z ANCHOR RODS WI 114 •.° a, a; /\/ \//\//\//\//\//\//\ SEE CIVIL i y _ r 1.., , .. - Y- a -: - III 4TT= x 4 x 4 PLATE WASHER - "- . a9 ' - - d ° ° 4" DIA. DRAIN iN 24 :a" d ; /\ \ \ \ \ \ \/ * . -4 4- . • ° 4 . L4. WIDE COLUMN OF \ \ \ \ \ \ \ \ • ° ::;.. ,� - - L - - (6., PROJECTION) ` '; - - - I - „ . GRANULAR \\ \\ \\ \\ \\ \\ \\ \\\\\ \ - ' . "t ° '° •- •°.A a- 1. l!.. • a - - . . \ \\ \\ \\ \\ \\ \\ \\ \\ \\ :::. ,44e:.. -- - - a - _4 �4 ° . , „ DBG PROPERTIES • ��r.r►.i - ' A, A .. -4-\/\/\/\/\/\/\/\/\/\/ e_ r ed` . . •. 2-0I 2 ° '74' .,. • _ ° e / / / // // // // // // • - • LLC 4 ' 3 ,•,-y' - , r __ • Q 4.4 d- • ailwra ' I.� - - -d. \\ \\ \ \\ \\ \\ \\ \\ \\ \\ \ - 4 '°a4• • d • ° A1 112” 10 112" 10 112" 1 112" �. r.�. s- ' 4 / / / / / / / / ._ . �e #4x PLA NDATfON, SEF N F� .' r� d . ��..�� a \\.\\ \\.\\. \.\\..\\�\..\\�\,.\\.\\,PLAN ¢a . 12"O.C.TOF . ° d f _c °i . • r . +� " 9 \ SchEnaneider ' O O O a• `aa 4 ° (2)#4 EA. SIDE Smith r�+ SEE PLAN L • ° :1 . ° . . 4 4 Engineering, I da- 1 ,d. y , d, '.• A , _ , Inc. 3141 WALNUT STREET, STE. 203A T DENVER, COLORADO 80205 L... fi'-6" 720.904.1234 www essdenver.com 4 ,,,,„, TO GRADE N j SEE CIVIL r SECTION A-A (6) #5 CONT., T&B CONSULTANT #5 @ 12" O.C., T & B SEE PLAN i i 1� PEDESTRIAN BRIDGE FRAME ELEVATION 2 PEDESTRIAN BRIDGE FRAME 3 PEDESTRIAN BRIDGE ABUTMENT 4 BRIDGE FOUNDATION 58.04) 1" = 1'-0" �8.0 J 1" = 1' 0" 8.04 31�" = 1'-0" s8.a4 1" = 1'-0" BRIDGE BY OTHERS --- I CO \ j I I� - CAP PL, TYP 114, \ I I CAP PLWP Z BO BRIDGE �� SEE CIVIL I \ 3/8 KNIFE PL �` / \ \\ ii--L11-1 114, /\ \ 114, ,, 114 �/ \ a STEEL FRAME, I I' SEE ELEVATION _Liv.___, BRACE, SEE 114, NS & FS, TYP a ELEVATION ' co ...i p Y co Q 6J 1— NN- W 5 PEDESTRIAN BRIDGE FRAMEPEDESTRIAN BRIDGE FRAMEW z W D I! 0 !..13.0._4,) 1" = 1'-0" s8.0: 1" = 1'-0" _ 0 in u. W cc ° n 0 oQ (N 0 Ct F-i-i N- >— CO TITLE # DATE DESCRIPTION REVISIONS Author Checker DRAWN BY CHECK BY PERMIT SET STATUS 03.29.2018 DATE 17154 PROJECT NUMBER S8 . 04 ©2018 OTAK, INC. If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. Otak SQUASH BLKG_ ABOVE HEADER TO MATCH TRIMMERS ATTACH PLYS W/ 10d AT WALL ABOVE ROOF JOIST/FLOOR 12" O.C. STAGGERED WHERE OCCURS -\✓ Otak Architects, Inc. JOISTS NOT SHOWN FLOOR SHEATHING, -%-- (NON-BEARING) 808 SW Third Avenue, Suite 300 FOR CLARITY •� - 2x PLATE, SEE 2/S8.21 SEE TYP. PER PLAN Portland, OR 97204 FOR LAP main 503.287.6825 1-ii ATTACH HEADER --- NOTE: - www.otak.com wu_i PLYS PER IBC (2) 16d PROVIDE 10d NAILS TWO ROWS OF 10d I--• = FASTENING SCHED. AT 12" O.C. AT NON- NAILS al NAILS EACH - s i , p / SPLICE LOCATIONS, ROW ON EACH SIDE OF .. �� PROF.!' a w 1 = - `/ j TYP., U.N.O. TOP PLATE JOINT. OVERLAP TOP PLATES �,m.,... ��1 G I N e �/�. O Q �T� 1/` I AT ALL CORNERS & �, f_ cr) ;r1iJig, Q INTERSECTIONS °rt ' 8. 'Q 3- 1 4'-0"JOINT STAGGER DOUBLE JOIST 4'-0" JOINT STAGGER w c.I ui ATTACH MULTI PLYH Z • / fire, m CCI • I STUDS PER IBC (3) 10d MIN a cn FASTENING SCHED. I Lu v I \ FRAME OPENING �tij . py • 11111 G. EN Lu w - I -�ti MIN (3) 10d AT EACH PLY <� I I I I I I J I I I I I I I I ' ! 0 I SEE MECH. FOR 1 p - OF HEADER I _ _ 1 R , SIZE !WINES: 12/31! Iq wrrl,.n w..w�.�.i� 0 Y. �, .� TOP BOTTOM CONT. JOIST OR / a 3-29-2018 HEADER, SEE PLAN - KING STUD., SEE PLAN FOR PLATE PLATE JOIST BLKG O N U •`• JOIST, SEE PLAN a_ /' QUANTITY. TYP. JOINT JOINT STAMP DOUBLE UP TRIMMER /\ _.'� 48" O.C. • HANGER BY STUDS AT JAMBS OF \' --- WOOD STUD WALL. SEE OPENING LARGER THAN SCHED. \ ,/,,,,v„ TRUSS MANUF. - 6'-0"AT BEARING WALLS WOOD STUD - (2) SIMP DTC CLIPS AT r rn-:-- Z- U.N.O. ON PLAN. - PARTITION WALL EA. BLOCK `- -U . NUMBER OF TRIMMER & KING STUDS CALLED OUT IN HEADER SCHED. (NON-BEARING} PLAN VIEW DBG PROPERTIES LLC 1TYPICAL HEADER DETAIL _- 2 TOP PLATE JOINT DETAIL 3 TYP. NON-BEARING WALL DETAIL ( 4( TYPICAL FRAMED OPENING S_8.21) .21 NOT TO SCALE S8.21 NOT TO SCALE S8.2:_1_21" = 1'-0" 8.2 ,� NOT TO SCALE *IA 41, Enayat lib- Schneider Smith y 1 Engineering, Inc. 3141 WALNUT STREET, STE. 203A DENVER, COLORADO 80205 720.904.1234 www.essdenver.com CONSULTANT I LAM WITH: BUILT UP COLUMN I / OR POST, SEE 4 BOLT OR MORAT8"E O.C.2X4 AND{ALT.2xSI6MP: 112PJ5DW22),THRU PLAN 3-2X6: TWO ROWS OF 30d COMMON WIRE NAILS AT 8" O.C. APPLY ONE ROW TO E.A. FLOOR TOPPING, SEE PLAN 2x STUDS PER PLAN SIMP SDS 114"x8" SCREWS @ 10" 2x WALL STUDS, FACE (ALT. SIMP SDW22). O.C. IN LIEU OF SHEAR WALL SEE PLAN CONN. PER SCHEDULE 2-2X6: TWO ROWS OF 10d COMMON WIRE FLOOR SHEATHING, SEE PLAN SIMP A35 EA. NAILS AT 6" O.C. / j TYP. FLOOR CORRIDORS UNIT FLOOR TOPPING, SEE PLAN SIDE OF POST- /� TOP AND BOT 3-2X4: ONE ROW OF 30d COMMON WIRE EDGE NAILING FLOOR TOPPING PER , 1 FLOOR SHEATHING, NAILS AT 8" O.C. STAGGERED, APPLY(1) CU, SEE PLAN TYP. FLOOR SHEATHING, PLAN , SEE PLAN TREATED ROW TO EA. FACE (ALT- SIMP SDW22). 1 1 NOTES SEE PLAN ..., _, __ _:_.:- - - PLATE, TYP. I. a I 1_ 2-2X4: ONE ROW OF 10d COMMON WIRE )(X NAILS AT 6"O.C. STAGGERED. "" ' SHEATHING -- r� \4 J .L ` r I -i OVER F 3 x T&G DECKING __ PER PLAN • - z sLLI JOIST, SEE PLAN SHEAR WALL EDGE em. NAILING PER SHEAR JOIST, SEE PLAN {2) 16d INTO a - - / \ WALL SCHEDULE • C BOTTOM OF a 10d TOE NAILS @ 6"O.C. j (2) 2x PLATE FOR 11 I"- G EA. STUD ° Q SHEATHING PER - - - LAP, SEE 21 S8.21 Ct JOIST, SEE PLAN _ _" . - BEAM, SEE PLAN SHEAR PLANS BEAM, SEE PLAN SIMP. IUS HANGER U.N.O. FIRE BLKG. @ LLI 0- CONC. BASE T&G DECKING CEILING LINE M Q 1 5 TYPICAL BUILT-UP COLUMN/POST 6 DETAIL 7 FLUSH WOOD BEAM 8 CORRIDOR WALL ��/ CO S8.21 NOT TO SCALE S8.21 1" = 1 -0 s8.21 1 = 1 -0 s8.21 1 = 1 -0 LL. Q Q I— (2) (2) 10d NAILS @ 6" O.C. a. w (STAGGERED NAILS) 4::( Q 1 118" PLY THREAD, ORIENT SO 0 THAT FLAKES ARE PARALLEL 12 0 TO THREAD LENGTH JOIST, SEE PLAN CO ^ STITCH NAIL W/(2) ROWS N OF 10d @ 8" O.C. (STAGGERED) �..- ' ' / " +. : . W ZN N- �y LL 2x12 DF#2 STAIR \ = O IJ_ STRINGERS ...n \ Ct W v) w O V CO s : HANGER, SEE PLAN TITLE A 2 N BEAM, SEE PLAN 2x PLATE WITH 16d NAILS 2x EXT. STUD WALL, 2x PLATE WITH 16d NAILS # DATE DESCRIPTION 2x STUDS PER PLAN AT 16" O.G. U.N.O. ON SEE SCHED. AT 16" O.C. U.N.O. ON SHEAR WALL SCHED. SHEAR WALL SCHED. ---- 2x EXT. STUD WALL, SIMPSON CS16 x / SEE SCHED. 5' D" CONT. 6x12 AT 2-HR SHEAR WALL EDGE 2x PLATE WI 16d @ 6" _ � SHEAR WALL EDGE D.C. U.N.O. ON SHEAR \ • WALL, SEE 11 S8.22 NAILING, SEE SHEAR NAILING, SEE SHEAR CU, SEE PLAN NOTES \\I WALL PLANS ` a WALL SCHED. I WALL SCHED. SHEAR WALL EDGE / FLOOR TOPPING, PER PLAN PROVIDE GAP IN CU, SEE PLAN NOTES PROVIDE GAP IN TYP. FLOOR SHEATHING, NAILING PER SHEAR / WALL SHEATHING WALL SHEATHING SEE PLAN WALL SCHEDULE -- FLOOR SHEATHING, PER PLAN I TYP. FLOOR SHEATHING, SEE PLAN 12 DF#1 STRINGER UT .l r -_.. >r ..., /� (4) 2x r , -t 1 118" PLY STAIR TREAD W/ TO LEAVE 5 112" SECTION / • _ _ FLAKES ORIENTED PARALLEL �l '�� SHEAR WALL EDGE > TO LENGTH OF TREAD REVISIONS e I ? NAILING. SEE SHEAR f SHEAR WALL EDGE -- �. WALL SCHED. 11 ♦ 1 1 I NAILING, SEE SHEAR / k )1 1 / ��: / \ / SB,JD TDS WALL SCHED. FLOOR SHEATHING -.- \ 41 kky ;;;.. . ..._ ` �' EDGE NAILING JOIST, SEE PLAN ," DRAWN BY CHECK BY SIMPSON A35 @ 48" - FLOOR JOIST PER PLAN 1 O.C. U.N.O. ON SHEARillimo. �� PERMIT SET FLOOR SHEATHING JOIST, SEE PLAN ITS HANGER , STATUS WALL SCHEDULE - 1 1/2" CONT. LSL BLKG. WI 10d EDGE NAILING EXTERIOR SHEATHING, �- SEE SHEAR WALL PLANS SHEAR WALL EDGE - /' TOENAIL @ 8" O.C. U.N.O. ON (2) 2x PLATE, SEE 2/S8.21 SHEAR WALL SCHEDULE FOR LAP (2) 2x PLATE, (2) 2x12 DF#1 STRINGER CUT NAILING PER SHEAR EXTERIOR SHEATHING. -• -- \. FOR LAP SEE 2/S8.21 VERIFY WI ARCHDATE TO LEAVE 5 1/2" SECTION PATE WALL SCHEDULE _ JOIST, SEE PLAN (WITH WEB SEE SHEAR WALL PLANS _ 4'-0n MAX STIFFENER WHERE REQ'D BY \ BLOCKING AT 97154 MANUF. �_- 2x FIRE BLKG. @ CEILING LINE BOTTOM OF JOIST, SEE DTL 2/58,22 FOR PROJECT NUMBER CONDITION WHERE (2)2x PLATE - FOR LAP EACH STUD SPACE DETAIL A POSTS ABOVE OCCUR SEE 21 58.21 S8 . 21 Si-- BEARING WALL I-JOIST PARAL. TO EXTERIOR WALL S8.21 1" = 1'-0" 11 I-JOIST PERP. TO EXTERIOR WALL (12/ STAIR DETAIL 8.2 1 �' 1" = 1'-0" ©2018 OTAK, INC. C 8.21 1" = 1'-0" S8.21 1" = 1'-0" If this drawing is not 24"x 36", it has been reduced/enlarged. Scale accordingly. 4 (2) CS16x18" Otak (ONE FACE OF POST) SIMP A35 BOTH SIDES OF POST, °� — STUD WALL FRAMING TOP AND BOT \ PLY SHIM . .. , .. ,, : . . , , ., .. __ _ . _ ----_________ TYP./ FLOOR SHEATHING, - - POST UP TO BEAM ORSEE PLAN Otak Architects, Inc. . GIRDER TRUSS, ABOVE 10d TOE NAIL @ 6" O.C, t � _ FLOOR FRAMING FROM TOP PLATE TO ""` `"""`rn "" 808 SW Third Avenue, Suite 300 WHERE OCCURS Portland, OR 97204 / CU, SEE PLAN - TYP. FLOOR BEAM �\ \ \ \ I° \ main 503.287.6825 SHEATHING, SEE PLAN ° www.otak.com (2) CS16x14" (ONE ON EA. ° ° 10d TOENAILS @ 6"O.C. OPPOSITE FACE) OF EA. / TYP. FLOOR SHEATHING, - r STUD OF WING WALL, TYP. ° DOUBLE 2x TOP PLATE ,---- WALL SHEATHING, SEE PLAN SEE PLAN �� ..... \ �\ '.�L., � PRQi ,: ...,,...,:...,........,........,...'......................................� .�._ e ill I 11 9 ° CANTILEVER BEA SEE PLAN E i- Ir it NOTE: USE TYPICAL �,�= -rim. „ �, / SIMPSON A35 TOP & BOTTOM SHIM AS REQ'D �' /i I WALL SHEATHING BOTH - POST CAP, SEE PLANOF BLOCKING + / TOle /,\ \ Irr.o= \ , SIDES OF WING WALL # _ JOIST, SEE PLAN r V POST, SEE PLAN �- STEEL CANOPY BY OTHERS " j�,�� - \ JOISTS PARALLEL WALL STUD FRAMING SEE PLAN �Y; MI ,/-� G.10d TOE NAILS AT 4" .//;�_ _ TYP. FLOOR FRAMING, TO WALL WHERE CS16x23 WRAP AROUND O.C., TYP. BOTH ,i........, - 04r- 'EXPIRES: Iq SEE 9I 58.21 NOTED BOT. PLATE TO OPPOSITE 2x PLATE WI ANCHOR UM SIMPSON LTP4 LTP4 @ 18" O.C. SIDES, STAGGERED °° ° V il""""""e 3-29-2018 FRI FACE OF STUD, TYP. EA. BOLTS, SEE PLAN ■■I � U.N.O. ON SHEAR WALL — 6x12 PROVIDE SOLID BLKG. UNDER (2) 2x PLATE, SEE 2/58.21 STUD r` °° M` .- STAMP SCHED. POST IN FLOOR CAVITY TO MATCH FOR LAP °° r'ti 2" SQUARE PLATE --- 1' 0" MAX A WIDTH OF WALL. WHERE JOIST a WASHER AT EA. / HANGER, SEE PLAN ARE PERP. TO WALL, SET BLKG a BOLT \ r POST DOWN TO a4 INTO ONE JOIST SPACE. WHERE (2) 112" DIA THRU BOLTS DBC PROPERTIES JOIST PARALLEL TO WALL, BLKG IS FOUNDATION TO °a a " -' - MATCH ABOVE U.N.O. _ CONC. STEM WALL, TRIPLE 2x6 BLOCKING @ 4'-0" O.C. MAX. 12" LONG MIN. (CENTERED AT CANTILEVER BOTTOM PL. - ," SEE PLAN OR HEADER BETWEEN LLC POST) EDGE OF WING WALLSTUDS \/ ,/ d a .... �- Enayat l• 1 \ 2-HR STAIR ELEVATOR 2 TYPICAL BLOCKING BETWEEN FLOORS 3 WING WALL DETAIL 4 EXTERIOR CANOPY Schneider Smith rIA 8.22 ; 1" = 1'-0" 58.22 1" = 1'-O" 58.22 " 1" = 1'-0" S8.22 1" = 1 -0" Engineering, Inc. 3141 WALNUT STREET, STE. 203A DENVER, COLORADO 80205 720.904.1234 www.essdenver.com CONSULTANT - STUD WALL FRAMING ABOVE, SEE PLAN pis. GYPSUM SHEATHING, 2x PLATE _- -- STUD FRAMING ABOVE SEE ARCH. — FLOOR SHEATHING, GYPSUM SHEATHING, SEE ARCH. WALL STUD FRAMING, 14" MIN. 1i.. SEE PLAN CU, SEE PLAN SEE PLAN / CU, SEE PLAN �f -- FLOOR SHEATHING, SEE PLAN FLOOR SHEATHING, 4. SEE PLAN •WALL STUD FRAMING, SEE PLAN -. l I ° ° ° 1 I ° a 4 ._ 4 / WALL SHEATHING, SEE PLAN ° ° ° _ , ,, , . . , ,, . , , . : ,,..,_ „, _,,.._...:,,,° FLOOR SHEATHING, SEE PLAN - `- 1 t , FLOOR EDGE NAILING, SEE PLANDOUBLE 2x PLATE WALL EDGE NAILING, SEE PLAN C516 CONNECTING TOP ild. ii s N\f Z PLATES ON OUTSIDE ii '��__ 10d TOENAILS M WALL EDGE NAILING, SEE PLAN FACE OF WALL STOP TOP PLATES ON BEAM, SEE PLAN @ 6" O.C. —A ; N\� , Cw f CO r EA. SIDE OF BEAM I i 0 CORRIDOR DECKING, J , ,, ,._. M PACK AS REQ'D PROVIDE STUB POST ......,....v........_ �j SEE PLAN : . co BEAM, SEE PLAN 1 / LOT l 1- - / NAIUNDLED ER BO EACHEAM I SIDE TH UD z_ 1...( � � . _ � -STEEL CANOPY BY OTHERS _ _L 7 (2) 114"x3" SDS FROM I JOIST, SEE PLAN - M Of CL .�'ai� - --. _- A35 FROM BEAM I STUD TO BEAM EA. SIDE // 7::. �� TO POST Q i / 1 11 /- N r ��_ _— �J\r STUD WALL FRAMING, i M SEE PLAN G HANGER, SEE PLAN -' 3x8 LEDGER W/(3) 114" 11 Cf) / POST, SEE PLANDIA. x 6" LAG SCREWS DOUBLE 2x TOP \\2o"'- MAX AT 6"O.C. li PLATE I JOIST FRAMING, - — SEE PLAN < F- - (4) 114" DIA x 6" LAG SCREWS STITCH NAIL STUDS TO - - SIMPSON LTP418"O.C. CL ITS HANGER, @ 18"O.C. MAXIMUM BOTH SIDE OF POST& @ w TYP. BEEAM BEAM, SEE PLAN SCHED. O a CO 0 V� z 5-.. EXTRERIOR CANOPY AT STAIR 6 TYP. BEAM TO COL CONNECTION AT EXTERIOR 7 INTERMEDIATE LANDING CI( 2 1" = 1'-0" 8 CORRIDOR/UNIT WALL AT 2HR FIRE RATING Y Cr) — sa.22 j 1" = 1'-O" sszS8.22 1" = 1'-0" immil W Z Ct L.L = 0 O- W oQ 0O _ 0 ON? FL U- GYPSUM SHEATHING, TYP. WALL EDGE SEE ARCH. N. — / NAILING, SEE PLAN TITLE GYPSUM SHEATHING, SEE ARCH. _ # DATE DESCRIPTION -N. CU, SEE PLAN v_ _ �/_ v_ 2x PLATE / / TYP. FLOOR SHEATHING, - CU, SEE PLAN SHIM AS REQ'D - SEE PLAN ;: / IYP. FLOOHEATHING, FLOOR SHEATHING, CORRIDOR DECKING, /4/- - - SEE 91 S8.R 21S SEE PLAN \ SEE PLAN FLOOR SHEATHING, SEE PLAN — 6x12 ---____ _____ / ________ . - a IDUBLE 2x TOP ----.. AOEXTER O WALLLATE / 1 10d TOENAILS TanTi MIRN\ 10d TOENAILS @ 6" O.C.N Ey SHIM AS REQ'D I 1 @6" OC \ _`x-- - - VESTIBULE DECKING, REVISIONS \1 `i, • a: SEE PLAN 4.-/. \ HT ° -' WALL STUD FRAMING, z ��= 14" MIN. EA. SEE PLAN L TYP. FLOOR FRAMING, 2x8 BLKG BETWEEN SIDE OF STEP SB,JD TDS \, '-' SEE 9J S8.21 STUDS `F DOUBLE 2x TOP PLATE DRAWN BY CHECK BY r ,4,r y AT CORRIDOR WALL .::- \ CORRIDOR DECKING, SEE PLAN a ��\ 6x12 PERMIT SET '(-1.' DIA. x 6 LAG SCREWS CORRIDOR TOP PLATE VESTIBULE DECKING, \ STUD WALL FRAMING, STATUS z SEE PLAN AT 6 O.C. HANGER, SEE PLAN EA. FACE OF WALL SEE PLAN 03.29.2018 3x6 LEDGER W/(2) 114" DIA. x 6" _/\,/ A� f� DATE LAG SCREWS AT 6" STAGGER r SIMPSON LTP4 @ 18" O.C. --- \-, - SIMPSON LTP4 @ 18" 17154 LAG SCREWS W/SCREWS FROM LEDGER ON OPPOSITE U.N.O. ON SHEAR WALL O.C. U.N.O. ON SHEAR PROJECT NUMBER SIDE SCHED. WALL SCHED. BEAM, SEE PLANS8 • 22 0 2018 OTAK, INC. 9 CORRIDOR BEEAM WI LEDGER 10 VESTIBULE WALL AT 2HR FIRE RATING : 11 2HR WALL AT OPENING/UNIT 12 TOP PLATE STEP AT EXTERIOR/CORRIDOR WALL lfthis drawing isnot 24"x36"it has been —. ..__... . reduced/enlarged. Scale accordingly. S8.22 ) 1„ = l'-0” S8.22 1„ = 1,-0,� S8.22 1" = 1 -0" \ S8.22 1” = 11-0" Otak _ . .. ...„ .._, . . . Al SIMPSON A35 TOP & BOT �- STUD WALL FRAMING, OF BLKG, EA. END / SEE PLAN Otak Architects, Inc. EXTERIOR MODIFIED \I BALLOON FRAMED WALL Portland, OR 97204 GYPSUM SHEATHING, 808 SW Third Avenue, Suite 300 (3) 16d TOENAILS EA. SIDE f SEE PLAN main 503.287.6825 OF BLKG. TO STUD www.otak.com EXTERIOR MODIFIED \' \ FLOOR SHEATHING, BALLON-FRMED WALLSEE PLAN , a ww T v SEG.c. GI ►fF ��/ \//— 0 ei i.... - Lu I- 4 ,:r r � r :► • p4 ..r, - \ SIMPSON GA1 FROM TOP - '� iv SIDE OF WALL PLATE TO 6x12, BOTH r ��i � G. E. -- STAIR LANDING JOIST, EXPIRES: 12 I SEE PLAN / f� SIMPSON CS16 FROM INTERIOR PLATFORM SIMPSON GA1 FROM TOP PLATE TO BLOCKING FRAMED-WALL W/6x12, SOLID 6x10 BLOCKING / ' \ \ 3-29-2018 TOP PLATE TO BLKG. SEE 1158.22 BETWEEN STUDS AT \ • TOP FLANGE HANGER, STAMP LEDGER ATTACHMENT SEE PLAN I �_. - LSL BLKG BELOW - I L �H�L L --- INTERIOR PLATFORM 2x8 LEDGER WI(2) 114" DIA. x 6" FRAMED WALL W/(1) PLY LSL BLOCKING LAG SCREWS AT 6" O.C., DBG PROPERTIES STAGGERED LLC 04I ("71--- TOP PLATE STEP AT EXTERIOR TO INTERIOR WALL 2 TOP PLATE STEP AT 2HR WALL3 STAIR LANDING LEDGER 2HR FIRE RATING RATING) Enayat Smith r rt _8.2_3;) 1" = 11-0" S8T23 1" = 1'-�1I-0" S8.23Schneider 1" = 1 -Qn Engineering. Inc. 3141 WALNUT STREET, STE. 203A DENVER, COLORADO 80205 720.904.1234 www.essdenver.com CONSULTANT Cn I— z w CO I— I— M Ct W 0 M Q I— CO OCJ a I- I— CL, w < 00 Cn CC 0 CC Z 0 W N J N ti Q W � � ct Immo LL LI. = o CC W can fy 0 _ co O 1- (— TITLE # DATE DESCRIPTION REVISIONS Author Checker DRAWN BY CHECK BY PERMIT SET STATUS 03.29 2018 DATE 17154 PROJECT NUMBER S8 . 23 ©2018 OTAK, INC. if this drawing is not 24"x 36', it has been reduced/enlarged. Scale accordingly. d ---- DOUBLE 2x PLATE SHEAR WALL EDGE SHEAR WALL EDGE NAILING, SEE SHEAR NAILING, SEE SHEAR WALL SCHED. DOUBLE 2x PLATE WALL SCHED. ----- (2) 10d AT EA. TRUSS Otak PROVIDE SHEATHING ,, BOTH SIDES OF TRUSS. PROVIDE SHEATHING - 8d @ 6" O.0 EDGE NAIL 8d @ 6" O.C. EDGE NAIL BOTH SIDES OF TRUSS. EXTEND TRUSS END - TYP ROOF EDGE NAILING VERTICAL MEMBER (2) 10d AT EA. TRUSS Otak TO FORM PARAPET & \ EXTEND TRUSS END Otak Architects, Inc. .►rte: VERTICAL MEMBER .��' 8d @ 6" O.0 EDGE NAIL .�'_ �'� . 10d TOENAIL AT 6" O.C. DESIGN FOR +1-82 ; r�+' TO FORM PARAPET& Nim- ROOF EDGE NAILING PSF WIND LOAD I I 8d @ 6" O.C. EDGE NAIL (6) 10d NAILS AT EA. 808 SW Third Avenue, Suite 300 y DESIGN FOR +1-82 TYP. ROOF Portland, OR 97204 U PSF WIND LOAD ± ROOF EDGE NAILING END OF BRACE TYP. ROOF SHEATHING, SHEATHING, main 503.287.6825 ROOF EDGE NAILING 0 '- SHEAR WALL EDGE Q (3) 10d AT EA. SEE PLAN SEE PLAN www.otak.com NAILING, SEE SHEAR \ TYP. ROOF SHEATHING, w o TYP. ROOF SHEATHING, SHEAR WALL EDGE ¢ - BLKG., TYP. 2x6 BLKG. BETWEEN ww - SEE PLAN SLOPE, SEE WALL SCHED. SEE PLAN NAILING, SEE SHEAR w / TRUSS. TYP TOP& ARCH. SLOPE - (3) 10d TOE NAIL TRUSS WALL SCHED. �" 77SLOPE, SEE ARCH. BOT OF BRACE l SEE ARCH. TO PLATE • a \\ 2x8 CONT. BLKG. SLOPE, SEE ARCH. > \ - / / t>NI ::::::: �� / _ _ BETWEENTRSSES ASR C�DBYMANUF x TRUSS BLOCKING S---- t x -1l /I 1 x J'� r'', / / • •• 4 24"O.C. U.N.O. ON 1 )0( SIMP A35 ANGLE @ 24" '' �t - - //: \ -"'� SHEAR WALL SCHED. \ O.C. U.N.O. ON SHEAR I • �. 470e' WALL SCHED. oNfr r I ■ TRUSSES 61 2x BLKG. , \- 10d @ 6" O.C. OVER SHEAR '9 �-� r GIRDER TRUSS 2x BLKG. BETWEEN `0 I I WALLz •IN •-• - S DESIGN FOR 300 BYOTHERy4D G. e• 1@' T.Q. PL. . , j BY OTHER TRUSSES v PLF - SEE ARCH. '?r m+ # ? EXPIRES: 14/31/ 11 ` 1 T.O. PL. p �I - - .../ 4 SEE ARCH. = -I 2x6 BRACE AT -- 10d TOENAILS AT 6" O.C- 3-29-2018 SHEAR WALL EDGE --- \\ / ,- HANGER BY �� 6'-0" O.C. TYP. U.N.O. SHEAR WALL TRUSS BLOCKING AS SHEAR WALL EDGE Z SCHED. TRUSS57AMP NAILING, SEE SWEAR X c� �/ TRUSS MANUF. \ - - J / -"--I41-M WALL SCHED. // \\ T\ / NAILING, NG,SSEE.SHEAR \X/ N\ \/ .. _. REQ'D BY MANUF, (ADD'L H7Z AT GIRDER 5A _ -- - / \ - ` ,.J 'IN ("4,...„„. ROOF TRUSSTRUSS SHEAR WALL EDGE NAILING,TRUSS) r i �f 10d TOENAIL AT 6" / \ \ , BETWEEN TRUSSES, JL 10d 6" O.C. 10d TOENAIL AT 6" BY OTHER SEE SHEAR WALL SCHED. O C. U.N.O. ON SHEAR @ --- �� SEE 111 S$.31 O.C. U.N.O. ON SHEAR A35 ANGLE AS NOTED -� WALL SCHED. WALL SCHED. ROOF TRUSSES BY OTHER ON SHEAR WALL DBG PROPERTIES ROOF TRUSSES BY OTHER SHEAR WALL EDGE r; { SCHED. NAILING, SEE SHEAR (2) 2x PLATE, FOR -- SHEAR WALL SHEATHING, LLC HEADER WHERE --- H2.5A AT EACH TRUSS WALL SCHED. LAP SEE 21 58.21 SEE SHEAR PLANS HEADER WHERE H2.5A AT EACH OCCURS, SEE PLAN (ADD'L H7Z AT GIRDER TRUSS} OCCURS, SEE PLAN TRUSS (ADD'L H7ZAT -`--�- --- SHEAR WALL SHEATHING, (2) 2x PLATE, FOR SEE SHEAR PLANS 2x INT. STUD WALL, SEE SCHED. GIRDER TRUSS) -��/ --� EXT. SHEATHING, SEE EXT. SHEATHING, SEE • --- (3) 10d TOENAIL �� SHEAR WALL PLANS - (2) 2x PLATE, FOR LAP SEE 2/S8.21 Enayet SEE SCHED. Schneider SHEAR WALL PLANS \ TRUSS TO PLATE 2x STUD WALL, S8.21 2x PLATE, FOR S9 ith 1� LAP SEE 21 2x EXT. STUD WALL, 2x EXT. STUD WALL, (2) SEE SCHED 2'-0" MAX. SEE SCHED. LAP SEE 21 S8.21 InF 3141 WALNUT STREET, STE. 203A 1 ROOF TRUSS PARAL. TO EXT. WALL 2 ROOF TRUSS PERP. TO EXT. WALL 3 ROOF TRUSS PARALL TO INTERIOR WALL 4 ROOF TRUSS PERP. TO INTERIOR WALL DENVER, COLORADO 80205 720.904.1234 S8.31 7 1" .-17--b" S8.31 1" = 1'-0" • S8.31 1" = 1'-0" S8.31 1" = 1-0" www.ess enver.com 2" 4" 2" CONSULTANT WALL SHEATHING, SEE PLAN -- OVERBUILD FRAMING, SEE ARCH TYP. ROOF EDGE NAILING BEAM, SEE PLAN 2" 4" 2" -I GUARD RAIL BY GUARD RAIL BY OTHERS t_____ I OTHERS WALL EDGE NAILING, SEE PLAN WALL SHEATHING, / OVERBUILD FRAMING, SEE ARCH I I CONCRETE TOPPING, ROOF SHEATHING, SEE PLAN SEE PLAN I SEE ARCH TYP. FLOOR EDGE NAILING, 10d TOE NAIL @ 6" O.C. \ SEE PLAN U.N.O. ON SHEAR WALL L I I GUARD RAIL BY - -- TYP. FLOOR EDGE NAILING, p I I p FLOOR SHEATHING, SCHED. , OTHERS GUARD RAIL BY SEE PLAN MAX THICKNESS=2 112", �- 2x PLATE WITH 16d NAILS @ 6" ` �1 0 I I SECTION A A SEE PLAN O,C. U.N.O. ON SHEAR WALL CONCRETE TOPPING, 2x PLATE WITH 16d NAILS @ 6" A-A SCHED. WALL SHEATHING, SEE PLAN ` TYP. FLOOR NAILING, I I S ARCH NESS2 112", / SCHEDN.O. ON SHEAR WALL NAILING,FL FLOOR PLAN SEE PLAN TYP. FLOOR SHEATHING, : � r SLOPE SEE PLAN SAWN LUMBER JOIST, PL318x8x9 114 PL BOTH SEE ARCH. TYP. WALL EDGE NAILING SEE PLAN SECTION A-A -• FLOOR SHEATHING, ;- - FLOOR SHEATHING, SEE SIDES OF BEAM WI(4) f SEE PLAN PLAN 112" DIA. THRU BOLTS v a DOUBLE 2x PLATE, SEE 2/S8,21 SLOPE - cv ' PL318x8x9 1/4 BOTH SIDES '�`_q I SEE ARCH. r� Jr • f...,."..:,��T� .-,.,, )X ___Yr...-:- _ r ROOF SHEATHING, SEE PLAN `� N OF BEAM WI(4) 112" DIA. I I .�.......� �.-;.,,.< 1. `..,r,Y_ \ N\-.. THRU BOLTS �\ I :.._.. ;. ..::,,<. , ..; N -- t t t __f, �/ cf) cl �' F � kr �l� l l; o p' �� (3) 10d @ EA. BLKG., TYP. \, WALL SHEATHING, SEE PLAN �-� � l cl 2x PLATE WI 16d NAILS @ 6" {: I Il�li�l1 • W�� li j 2x6 BLKG. BETWEEN / w 1 I 11111' . i y; WELD GUARD RAIL FULL r TRUSS O.C. U.N.O. ON SHEAR WALL • '� DEPTH OF PLATE •• SCHED. WELD GUARD RAIL FULL'N'`.------ve, '� ( FLOOR JOIST FRAMING, 6 1 11.1 DEPTH OF PLATE / {2) 2x8 RIM BOARD SEE PLAN ( } 0d NAILS @END TYP ROOF EDGE NAILING, \ OF BRACE SEE PLAN Ct (2) 2x8 RIM BOARD � � FLOOR JOIST FRAMING, SOEE PLAN GE HANGER, l NN,,, .� W Q SEE PLAN - SIMPSON A35 FROM �»...,».„>. �r , ,, , . :: �,....> +. � . --.--. SOLID PACK AS REQ'D W2.5A BOTH SIDES OF JOISTit 2x BLOCKING — — BLOCKING TO EA. STUD + + M Q \ SIMPSON A35 24" O.C. GLULAM BEAM, SEE PLAN -. //f/ / DECK JOIST, SEE PLAN STUD WALL FRAMING, � % @ SIMPSON A35 FROM SEE PLAN ` U.N.O. ON SWEAR WALLCle Cr) - - J TOP FLANGE HANGER, BLOCKING TO EA. STUD 10d TOENAIL 6" O.C. H2.5A BOTH SIDES 2x6 BRACE AT #' SEE PLAN / \'\ @ OF JOIST NOTE: DECK FRAMING SAWN 40 TO 60 DEG. TYPICAL WALL EDGE 6" O.C., TYP, NAILING CL I— DECK JOIST, SEE PLAN NOTE. DECK FRAMING SAWN STUD WALL FRAMING, LUMBWER SHALL BE PRESSURE - ROOF TRUSSES ----1... - LUMBWER SHALL BE PRESSURE SEE PLAN SIMPSON A35 @ 24" O.C. 2x8 LEDGER W/(2) 114" TREATED, GLULAMS SHALL BE BY OTHERS w 2x8 LEDGER W/(2) 1/4" TREATED, GLULAMS SHALL BE DIA. x 4" LAG SCREWS EXTERIOR GRADE DOUBLE 2x PLATE 0 0 DIA. x 4" LAG SCREWS EXTERIOR GRADE GLULAM BEAM, SEE PLAN @ 12" O.C. • SIMPSON A35 - — rn @ 12"O.C. _ -�—• STUD WALL FRAMING, � V 5\ DECKWITHOUT CANTILEVER ( b� DECK AT CANTILEVER LOCATIONS \7\ HIGH ROOF FRAMING PARALLEL TO WALL SEE PLAN Q W 01 z s\ 8.31 1"- 1'-0" 8.31 J 1" = 1'-0" 58.31 1" = 1'-0" •••••• N ti DOUBLE 2x PLATE --' L Z Q 8d @ 6" O.C. EDGE NAIL L.L (2) 10d @ EA. TRUSS TYP. ROOF EDGE NAILING ImIL = O LL TYPICAL ROOF EDGE NAILING BEAM, SLOPE, TYP. WALL EDGE SEE PLAN SEE ARCH. TYPICAL WALL EDGE NAILING NAILING, SEE PLAN ROOF EDGE NAILING, / BEAM, SEE PLAN < O . ... -- 2x BLKG. 1 I SEE PLAN CON - O SIMPSON A35 @ 24" O.C. _ ^ CS16 x 18" BOTH SIDES OF r N. I- EXTEND TRUSS END U ¢ EACH WALL STUD VERTICAL MEMBER TO ¢ TITLE STUD WALL FRAMING, SEE PLAN FORM PARAPET & Q ROOF SHEATHING, //i .'.' A �r DESIGN FOR +1 82 psf SEE PLAN '. ROOF SHEATHING, SEE PLAN TYP. ROOF SHEATHING # DATE DESCRIPTION ►�►� WIND LOAD FACE MOUNT HANGER, ROOF EDGE NAILING, SEE PLAN FULL HT TRUSS BLOCKING j` I SEE PLAN SEE PLAN / 10d TOENAIL @ 6" O.C. / •r � � 10d TOE NAIL @ 6"O.C. TRUSS BLKG. BY TRUSS - TYP. ROOF EDGE TYP. WALL EDGE ,,, ,- /17//---7------7-- ° TYP. ROOF EDGE NAILING MANUF. DESIGN FOR 300 NAILING ROOF JOIST, NAILING, SEE PLAN \_ , y,. 0°-or" ° =- PLF SHEAR LOAD SEE PLAN H2.5A BOTH SIDES OF IF - ROOF SHEATHING, SEE PLAN _ r�i TYP. WALL EDGE �- PROVIDE A TRUSS VERTICAL e/ JOIST /� ° NAILING, SEE PLAN i AT BLKG. LOCATION, TYP. SIMPSON A35 @ 24" O.C. U.N.O. ON SHEAR ° ? ., WALL SHEATHING, SEE PLAN WALL SCHED. 2x8 CONT. BLKG. B/W ° ° I I �( �( '°'v�C TRUSSES ° /` I` TRUSS BLKG / \ o ��- ii m -- 10d TOE N IL AT 6" O.G., 10d TOENAIL AT 6" O.C. \H2.5A @ EA. TRUSS ° O SCHED N SHEAR WALL REVISIONS (H7Z @ GIRDER TRUSS) WALL SHEATHING _ ° _ BOTH SIDE OF r o -�� -� PARAPET, SEE PLAN \ ° <>// 1\/ T.T.O. PL ° r O SB,JD TDS SEE ARCH. r .j A : r. ° Y lir m SIMP A35 ANGLE AS 12x BLOCKING BIW --- ROOF TRUSS BY OTHER NOTED ON SHEAR DRAWN BY CHECK BY TRUSSES 10d TOENAIL @ 6" O.C. --- '�. WALL SCHED. PERMIT SET / TYP. WALL EDGE - / H2.5A BOTH SIDES OF - TK STATUS NAILING, SEE PLAN Y \ TRUSS\ CS16 WRAPPED OVERT r f" T _ TOP OF BEAM j 1 1 ! 03.29.2018 ROOF TRUSSES BY TYP. WALL EDGE ' SIMPSON A35 © 24" O.C. DATE OTHERS NAILING, SEE PLAN U.N.O. ON SHEAR WALL \ POST, SEE PLAN I I - _ STUD WALL FRAMING, SCHED. NOTE: USE TYPICAL WALL SHEATHING 10d TOE NAILS AT 6" O.C. 17154 BOTH SIDES OF WING WALL BETWEEN TRUSS BLKG. PROJECT NUMBER SEE PLAN DOUBLE 2x TOP PLATE STUD WALL FRAMING, &VERT. WEBS OF SEE PLAN TRUSSES, TYP. STUD WALL FRAMING STUD WALL FRAMING, I ,� SEE PLAN ---- DOUBLE 2x PLATE ■ 31 8 HIGH ROOF FRAMING PERP. TO WALL . - - S8 ©2018 OTAK, INC. . S8.31 / 1" = 1'-0" 9 TRUSS CANTILEVER 10 . HIGH ROOF AT WING WALL 11 TYP. ROOF TRUSS BLOCKING DETAIL- lfthis drawing rsnot 24"x36",it has been S8.31 1 - I-0" S8.31 1 - 1 -0 58.31 1 - 1 -0 reduced/enlarged. Scale accordingly. JOIST, SEE PLAN TYP- ROOF EDGE NAILING, SEE PLAN H2.5A @ EA. JOIST (3) 10d Otak SIMPSON A35 @ 24" O.C. I . .. , .... .. .. . .., ,,,,,, ,________-------.: __--- 2x BLOCKING BETWEEN JOISTS U.N.O. ON SHEAR WALL TYP. ROOF EDGE NAILING SCHED. > DOUBLE 2x PLATE WALL SHEATHING, SEE PLAN L''''''4.' Otak Architects, Inc. 10d TOENAIL @ 6" O.C. U.N.O. I 808 SW Third Avenue, Suite 300 WALL EDGE NAILING, SEE PLAN ROOF SHEATHING ON SHEAR WALL SCI-4ED. \ 11 GYPSUM SHEATHING, SEE ARCH Portland, OR 97204 , SIMPSON LUS HANGER main 503.287.6825 ROOF EDGE NAILING, SEE PLAN www.otak.com GYPSUM SHEATHING, / I SEE ARCH. WALL EDGE NAILING, SEE PLAN TYP. ROOF EDGE NAILING • s . (10 r . - . ' - n=77,7 IF X- ROOF SHEATHING, SEE PLAN ROOF SHEATHING 4`AFF 4'SOLID PACK AS REQ'D — , \ : ' • p frr 7/ {2) PLY TRUSS ir p 41 • f1 ` ` j OVER WALL • . . • , • • • i qyf© G. E' Py \ i> E . _____ SIMPSON A35 @ 24" _ SOLID PACK AS REQ'D f3(PIRSS. 1761! O"C. U.N.O. ON SHEAR 70- - - - ..:7- j" WALL PLAN _ x—x \ //<> 3-29-2018 _ SIMPSON A35 @ 24" STAMP C..\\ �. O.C. U.N.O. ON SHEAR /� HANGER BY TRUSS MANUF. - ROOF TRUSSES BY OTHERS — ■- / WALL PLAN - --TV 1 jThrn 11-1:1-L, (2) PLY GIRDER TRUSS DOUBLE 2x PLATE L.11,Er :4 XX \ ` \ WALL EDGE NAILING, SEE PLAN DBG PROPERTIES HANGER BY TRUSS MANUF. ROOF TRUSSES BY OTHERS LLC 10d TOENAIL @ 6" O.C. U.N.O. - �� - ON SHEAR WALL PLAN (2) PLY GIRDER TRUSS /! WALL EDGE NAILING, SEE PLAN _ :. ►A4, Enayat WALL SHEATHING, SEE PLAN - \ chneider' STUD WALL FRAMING, SEE PLAN 10d TOENAIL @ 6" O.C.O.0 U.N.O.U N.O. Smith fi i, ON SHEAR WALL PLAN DOUBLE 2x PLATE Engineering, Inc. 3141 WALNUT STREET, STE. 203A STUD WALL FRAMING, SEE PLAN DENVER, COLORADO 80205 1 ROOF HATCH FRAMING 2HR FIRE WALL r �2-- ELEVATOR HIGH ROOF 2HR FIRE WALL 720.904.1234 www.essdenver.com S8.32 1" = 1-0" _._ S8.32 1" = 1'-O" . . CONSULTANT I I 3116 / I I HSS 4x2x1/4 0 2 Ve en 3116 / I -- HSS 4x2x114 0 r METAL PANEL MAX. • En SELF WEIGHT = 20 PSF, SEE ARCH I '.� .. HSS 4x4x114 @ METAL PANEL MAX. 1 ADDITIONAL BLKG, . -1/V- 10'-0" O.C. MAX i I PANEL @ EACH \ ---Nr7 iv HOIST BEAM, SEE PLAN SELF WEIGHT= 20 - HSS 4x4x114 @ c SIDE OF POST DOUBLE PLATE AT TYP. PSF, SEE ARCH -�}-- 10' 0" O.C. MAX I EXTERIOR TRUSS BEARING I I - • q CONDITION NOTE: WRAP C516CO 07/ `" AROUND CORNER ;, ° ° I ° ° I 1 . . . . 1 13" I I/ ---------------- / z , "\/ / j ° I I ° ° I 1 112" CS16 FROM TOP PLATE TO v U) CwC I I -§ ¢ � % BLKG BETWEEN STUDS, BOTH � '.�. 41/3" SIDES OF WALL (2) 318" DIA\\ L.. . x 4" LAG I- 1 112 I I 1- I I rr 1"TYP.--` SCREWS ¢ O DOUBLE TOP PLATE AT TRUSS I Z I I I p CANTILEVER CONDITON I I U �- STUD WALL I FRAMING a" Q I I Ov ° I I IV ° i I 'l STITCH NAIL STUDS TO III i . o e o o e o 0 0 > � POST WI(2) ROWS OF /./ 10d NAILS 6" O.C. Ce (n ° I ° T BLKG PANEL - (2) 10d, TYP STAGGERED J / 6ETW. TRUSSES <IC L6x4x5116 x 3 112" //" L6x4x5116 x 3 112" Q WI (2) 112" DIA. WI (2) 112" DIA. FLAT 2X6 BLKG" THRU BOLTS, TYP , 3116, THRU BOLTS, TYP ,� 3116' BETWEEN STUDS 1 % LLI 0 TYP ` TYP0 i 3116, 1/8" CAP PL 3/16 STUD WALL FRAMING, ` U) CC 118" CAP PL - J ---i ---/V-TT �' V� \� \/ SEE PLAN \.. •- POST; SEE PLAN Q W M z J 7---- , N 3 MECHANICAL SCREEN W/ PANEL PERP TO FRAMING ,i 4 . MECHANICAL SCREEN 5.I TOP PLATE STEP AT ROOF 6 ELEVATOR HOIST BEAM DETAIL LU z Q Ct 58.32 1" = 1 -0 '��8.3_2 1 = 1 -0 S� 8.32 / 1 = 1 -0 S8.32 1" = 1 -0 LL _ 0 ROOF SHEATHING, SEE PLAN W ci DOUBLE 2x PLATE Q ROOF SHEATHING, SEE PLAN - TYPICAL ROOF EDGE NAILING \ TYP WALL EDGE NAILING 0 0 TYPICAL ROOF EDGE NAILING \ � _� I— SLOPE, f° 1-=~ SEE ARCH. WALL SHEATHING, SEE PLAN TYPICAL WALL EDGE NAILING TYPICAL WALL EDGE NAILING - • .. TITLE Ct j � X.. BEAM, 2x BLKG. • I SEE PLAN TYP. ROOF EDGE NAILING, SEE PLAN 2x BLKG. ------,..,„__,,1 m ? # DATE DESCRIPTION STUD WALL FRAMING, SEE PLAN 0 X:: SIMPSON A35 @ 24" O.C. / `_ 2x6 BRACE 1/4" DIA. x 3" SDS SCREWS INTO EA. SAWN LUMBER i I FACENI E MOUNT HANGER, AT 6'-0" O.C. STUD @ TOP & BOT. CHORD OF TRUSS JOIST, SEE PLAN r=I2x PLATE WI 16d NAILS @ 6 O.C. WALL SHEATHING, SEE PLAN SEE PLAN \ /pp ROOF SHEATHING, SEE PLAN U.N.O. ON SHEAR WALL PLAN `}, / .-- DOUBLE DOUBLE 2x PLATE, TYP. WALL EDGE NAILING, SEE PLAN TYP. WALL EDGE NAILING - ROOF JOIST, SEE PLANi . . \ SEE 2/S8.21 H2.5A BOTH SIDES OF ++ aV� , I ++ 41- ROOF SHEATHING, SEE PLAN JOIST ROOF SHEATHING, SEE PLAN ,14C + ++ �, 7 - . ++ +? � WALL SHEATHING, SEE PLAN -- 51MPSON A35 @ 24" O.C. U.N.O. - - DOUBLE 2x PLATE, SEE 2158.21 - 2x6 STUDS -------40 ON SHEAR WALL SCHED. (3) 10d © EA. BLKG., TYP. @ 16" O.C. OEG NNN. -� I �; ;` rYp ROOF SHEATHING, / SEE PLAN REVISIONS TYP. ROOF EDGE ,� 2x PLATE WI 16d NAILS @ 6" ROOF EDGE NAILING NAILING, SEE PLAN / xR6 BLSKG. BETWEEN O.C. U.N.O. ON SHEAR WALL (3) 10d TOE NAIL TRUSS BLKG / I SCHED. = H2.5A @ EA. TRUSSFULL HT CONT RIM I Author Checker (6) 10d NAILS @END TYP. ROOF EDGE NAILING, SEE PLAN JOIST W/(3) 10d :04 10d TOENAIL AT 6" O.C. j (H7Z @ GIRDER TRUSS) OF BRACE INTO JOIST IyJ DRAWN BY CHECK BY `� , , . _� SOLID PACK AS REQ'D I TS 0. PL. P Y.-- ;I + + + �- + + 1 I` PERMIT SET SEE ARCH. , , - 0 + + y ��++ j _ ++ + i. "�� STATUS 1 — 10d TOENAIL @ 6" O.C. /_' 10d TOE NAIL AT '� JOIST, SEE 03.29.2018 SIMPSON A35 @ 24" 0.0. PLAN TYP. WALL EDGE -rl / 'f U.N.O. ON SHEAR WALL DATE NAILING, SEE PLAN 1 �� /I. PLAN (3) 10d AT EA. SHEAR WALL EDGE i H2.5A AT EACH 2x6 BRACE AT BLKG, TYP. ROOF TRUSS BY OTHER NAILING ' RAFTER 17154 40 TO 60 DEG. -// -. "� TYPICAL WALL EDGE 6" O.C., TYP. ► PROJECT NUMBER � NAILING / (2) 2x TOP PL, • N.N..N. "---- ROOF TRUSSES BY - ROOF TRUSSES ---"-- \ / 2x6 BLKG. BETWEEN TRUSS SHEAR WALL - - SEE 21 58.21 OTHERS y BY OTHERS � ` TOP & BOT. OF BRACE SHEATHING ` DOUBLE 2x PLATE (6) 10d NAILS @ STUD WALL FRAMING, _ SIMPSON A35 - _./\/_. END OF BRACE S8 • 32 SEE PLAN STUD WALL FRAMING. SEE PLAN 7- 0 2018 OTAK, INC. 7 DETAIL _ i. 8 DETAIL 9 1 ROOF PARAPET ET DETAIL _ • 10-- RAFTER PERP. TO EXT. WALL lrthis drawing is not 24"x 36 it has been 58.32 J 1" = 1-Q" `8$.32 l 1" = 1'-O" S8.32 1" = 1-0" ' S8.32 / 1" = I-O" reduced/enlarged. Scale accordingly. A v . SHEAR WALL EDGE NAILING ��f��___ -- -- ! LAMINATED STUDS SEE DETAIL Otak • (2) 2x STUDS FOR EACH MST37, MST48 16d NAILS AT 4" O.C. ••--- & MSTC40 SHEAR WALL FIELD CENTERLINE OF STAGGERED SHEAR WALL SHEATHING (3) 2x STUDS FOR EACH MST60 & NAILING. SEE SCHED. • —�v-- WALL & HOEDOWN, WHERE APPLICABLE, SEE SHEAR WALL FIELD j MSTC66 (ALT: 4x6 AT 2X4 WALLS, 6x6 !� SEE ARCH 16d NAILS AT 4" O.C. TYP. \ SHEAR WALL PLAN NAILING, SEE SCHED. —PER MANUF. I� AT 2X6 WALLS) NN _ HOLDOWN PER PLAN \ / HOLDOWN POST PER J SHEAR WALL SHEATHING SHEAR WALL 1 < Otak Architects, Inc. 1015810 AND 6/5820 WHERE APPLICABLE, SEE I �`,r SHEATHING PER PLAN � PLANQ•EQ• H �,r �� N % wu 808 SW Third Avenue, Suite 300 WALL STUD, SEE PLAN ,illi•.+ SHEAR WALL EDGE NAILING 1/1,1 Portland, OR 97204 ll PER MANUF. -- I , 1. main 503.287.6825 , 11117- Iwww.otak.corn ■ I RUN SHEAR WALL — ! CONT. SHEARWALL SHEATHING - a\ I�CI y IA' / r HOLDOWN POST PER �1 SHEATHING CONT. THRUIN 1 WHERE APPLICABLE, SEE w ______._.____... - w ,,,� ; �_ 10/S810 AND 6/S820 ; �� BREAKS CAUSED BY — SHEAR WALL PLAN 1 7 ��[} POFf IAA �! —0L14 - mowHil INTERSECTING WALLS. yEQ.'EQ.� / / . [� �, 1tvF�•/0 FI Ifri w1 C� HOLDOWN PER PLAN HOLDOWN POST PER TRIMMERS PER SCHED. \ 8. . _ �'A w \ 101S810 AND 6/S820 CENTERLINE OF (NOT PART OF HOLDOWN POST) O Atil_4 SHEAR WALL EDGE NAILING 1 WALL & HOEDOWN, 741 \ (2) 2x PLATE, FOR LAP , f IIII WALL STUD, SEE PLAN PER MANUF. KING STUD PER SCHED. V � / SEE DETAIL 2 1 S8.21 • • - T'"` CENTERLINE OF SEE ARCH /I/ I / w WALL & HOLDOWN, / 7 SHEAR WALL SHEATHING ADDED STUDS OR POST f 'S� -� SEE ARCH CENTERLINE OF WALL & WALL STUD PER PLAN AS REQUIRED BY 10/S810 y/D G. ESr HOLDOWN POST PER _ HOLDOWN, SEE ARCH \ V) / 10/S810 AND 6/S820 - SHEAR WALL FIELD / IEX!'IRE5: 12/31/ 19 C NAILING, SEE SCHED. HOLDOWN PER PLAN WOOD STUD WALL PER MANUF.- 3-29-2018 NAILING, SEE SCHED. WHERE REQ'D BY AT CORNER AT PERPENDICULAR WALL AT JAMB PLAN (APPLY ONE SHEAR WALL STRAP MAY STAMP EACH ON INSIDE AND BE INSTALLED ON INSIDE OR OUTSIDE) VA OUTSIDE OF BUILDING AT CONTRACTORS OPTION -- r�r L (COORDINATE WITH ARCH) (7/ TYP HOLD DOWNS 1-2 TYPICAL STRAP DETAIL DBG P R O P E RT I ES 8.41 1" = 1'-0" S8.41 NOT TO SCALE LLC HOLDOWN SCHED. - 1,114.40, MECH. OR ELEC. PEN. CS16 STRAP EA. MIN. ANCHOR Enayat � SIDE OF PLATE HOLDOWN TYPE HOLDOWN ANCHOR PROJECTION ABOVE MEN. POST SIZE PL SIZE Schneider 4 SILL OR TOP PLATE CONC, Smith 1+ Engineering, Inc. I I HTT4, HTT5, 5/8"0 A307 OR SSTB24 5" (2) 2x6 OR (4) 2x4 3/8x3x3 3141 WALNUT STREET, STE. 203A HDU5, HD5B DENVER, COLORADO 80205 HDU8, HDQ8, 718"0 A307 OR SSTB28 6" (3) 2x6 OR 4x6 3/8x3x3 720.904.1234 www.essdenver.com i 4 HD7B CONSULTANT I HD98 718"0 A307 6" (4) 2x6 OR 4x6 3/8x3x3 11 -2" 1'-2" HDU11, HHDQ11, HDU14, HHDQ14, 1"0 A307 7" 6x6 3/8x3x3 HD12 SHEAR WALL SHEATHING --, (2) 2x6 OR (4) 2x4 STUD PACK 3 TYP. PLATE PENETRATION HD19 1 114"0 A307 7" 6x6 3/8x3x3 58.41 NOT TO SCALE WALL STRAP, SEE SHEAR NO STRAP IF TRUSS WALL PLANS Y/. HOLDOWN, SEE SHEAR POST, SEE SCHED. & 5/ S821 CONT. THROUGH WALL PLAN & SCHED. CORNER ON TYP. STUDS, SEE SHEAR WALL EDGE SCHED FOR SPACING CS16 x CONT o SHEAR WALL EDGE *,': NAILING TYP. ALL EDGES NAILING HOOK STRAP AT PEN / STRAP ACROSS TOP n TREATED PLATE ... °,., j" UNDER CONT. f OR ALONG SIDE 1I2" EXPANSION JOINT / REBAR --- _ /t�i i J r L// / / r/ // ////// /f // // // /7 , Q // Ta \Hal - - - - I_-__. -- - / - EDGE FRAMING SHEAR WALL SHEATHING - A ':/ - 1/2" EXP JOINT / © e `-• / & EDGE NAILING ,A o0\e SLAB, SEE PLAN FOR REINF. EXTERIOR GRADECSI6STRAP V// // ////,% /" // // // //� /// // // // 1 i ` T /\; ° _ CONC. SLAB, SEEPLAN H I / o / .• : SEE PLAN FOR CO I � / 1'-0" � -_ oo FTG. REINF. ' •�� : .. A:� �... �� ' #4T&BAND@12" O.C. Co \\*1\ 777/ - I l L - L 1—ii //// s, // /r i i_ li ri rr ri it r/ /r - �~ a= a T.O.F. EL. '_ #4 DOWEL W/STD HOOK I . r-- �\ - •= SEE PLAN ¢ I @ 18" O.C. ALT. HOOK LJJ I- 1 R #4 DOWEL W/STD HOOK - ��„ r.! �2„ CONT. FTG. BEYOND, w ° DIRECTION z @ 12 O.C. ALT. HOOK /8�. / CONTINUE REINF. w M - '• ,� �--_� ":° SHEAR WALL SHEATHING MECH. OR ELEC. PEN , DIRECTION THRU PAD FTG w Cw IN SHEAR WALL a 2x BLKG.ABOVE & BELOW 2X BLKG. FOR 2 BAYS PL., SEE SCHED. WASHER FLOOR FRAMING W1 HEAVY NUT TOP & BOT. • " SEE PLAN ! n��, I— OPENING & (1) STUD SPACING NAIL SHEATHING WI 10d . '' PAST PEN. AT$" O.C. ' , T.O.F. EL. �-- a :- ' • SEE PLAN Q . '° ° 9r i.l` a /• • ` a E. a .da - "°.. aO' s; •a ,e 4 TYP. SHEAR WALL PENETRATION 5 RE-ENTRANT CORNER AT FRAMING d ,� r - . - I , < .. -`' •- -4 -d -.-; '. - - - SEE PLAN FOR 7 - \ STRAP HOLDDOWN DETAIL Q ❑ ` S8.41 2 NOT TO SCALE 58.41 NOT TO SCALE g ,;.-L 6 " �.;, REINF. S8.41 1" = 1'-0" CC d ` - . - d - Cl aj CO °-G 4-..' ea. .. " . •.. .:: . .4. •. HOOK ENDS OF n It 0 LONGITUDIANL LL I 0 NN SEE PLAN BARS 0 LL W 0w Q = w � � _ r------) EXTERIOR HOLDOWN FTG, CIS HOLDOWN, SEE SHEAR WALL PLAN & SCHED. S8.41 , 1" = 1'-0" ON 6/58.41 POST, SEE SCHED. ON 6/S8.41 & 5/S8.21 TITLE TREATED PLATE . - # DATE DESCRIPTION L J L . . #4 "Z" BARS @ 12" Q.C. HOLDOWN SEE SHEAR Ta' // // // // // / r/ // r.. / // // //// r/ // // // // N°o°o ALT. TOP & BOT. HOOK WALL PLAN & SCHED. TYP. STUDS, SHEAR WALL SHEATHING . . ON SEE SCHED. } �--- SEE SCHED & EDGE NAILING ON 61 S8.41 ON 61 S8.41 & 5158.21 POST, SEE SCHED. FOR SPACING ON 61 S8.41 & 51 S8.21 ��.. (3) #4 CONT. — SLAB, SEE PLAN TREATED 2x PLATE SHEAR WALL FOR REINF. ® 0 EDGE NAILING — i FE) - _ d '4.-----,-- HOEDOWNS ON TYP. ALL I °. -• a .- : y: . °_ . " , .# J . :. . -' .:' SHEAR WALL SLAB, SEE PLAN - a -a.� OPPOSITE SIDES OF EDGES AT PEN z Ln . - .' ' • - - . ,- , , 4 . : - - _--,.�.s•1 -, ' se : . • -_-7,... ' _ • SHEATHING & FOR REINF. J L_-- _____J L-_ _ J °: ,° + ° EDGE NAILING POST STAGGER HEIGHTS - LAN n .a. n a a p a .. a4 rr r r/ r/ /r / /r ri /r rte/ /r ri �/ � /i ri // rr r ' �� •— _ ;° - ° ° _-�,��--.�.` -.• 4•-e ° - r--_-A-4.._..- . . - _ ._ _ �//\��\� ! l SLAB SEE P P T.O.F. EL. r° ") /�/\ °4 ; , °' �\q° • �,° a . : . 6 •-::.,.-, :° - \ / FOR REINF. REVIS#ONS J . Q 0 4" : : .c . " j l"� . S ,ft„ � -.°ap • � °4 ..;• �' // SEE PLAN � TREATED 2x PLATE DIA. MAX • o i ''• n ° /< PLATE, SEE SCHED. CS16 STRAP -- I 1 K1, -- MECH. OR ELEC. 1j `` I a ° 4 •_lP . ` d• A: / , * °, , 1 WASHER & HEAVY PEN IN SHEAR WALL. = �'Y . a / CONT. FTG. BEYOND, + - _ — /00ONE PENETRATION 1 " a - , NUT TOP & BOT. I G _ • ° I. 4. L _ 4. ° % CONTINUE REINF. III I I I•I SB.JD TDS I I PER STUD BAY AS Z °. . .e ° SHOWN 4 a'• L 4 J THRU PAD FTG I a ° - I.� , < 1 �:` �� I T.O.F. EL. ;� DRAWN BY CHECK BY a 4 • ,9 ° _ •.4 I A SEE PLAN i W ° rd • . . 4q y ' 1— I — a ;4- -- -° I-. I ,•t - . ,4 PERMIT SET ° _ cwn _--, •°, ' : : • .--- • . 4 ° - - - ._4a •- •-' • - • PLATE, SEE SCHED. - d4. : - Z 1 A FOR STATUS r—— -- / / /// // // // / ",/7. .././ // d 4 .. e a a 4. p ° a- -0 . k - a ' ''` - �� `�, 'r" - e q: Q e 4 - 51=1= PLAN Q - °. . WASHER WI HEAVY ao . . / I I I +;, ' .... • •, .: . < .° _ ° , ! . ° . . _ = , NUT TOP & BOT. PL., SEE SHED. �; <� �.:a 03.29.2018 / UJ DATE : ' ► nae - .j' WASHER & HEAVY nl _, 4 - c� cwn �SEOE PLAN z C. .. e ° 4.' a SHEAR WALL SHEATHING 2x BLKG. ABOVE & BELOW 1 •• - "- " . • • - - NUT TOP & BOT. - ° - • _� , . •'�,.- � - - -� SEE PLAN FOR FTG. °*r �- � ar° 1 1 g i a a _ r \ ° °a 4 17154 OPENING & (1) STUD SPACING SIZE & REINFORCEMENT a•-4 • '-' , T i - I- °_ a PROJECT NUMBER PAST PEN. SEE PLAN - - w '" U FOR REINF. T a" .'4' co SEE PLAN N— HOOK ENDS OF SEE PLAN IF PENETRATIONS ARE 3" DIAMETER OR LESS, _ - �- - . _1 -- - � LONGITUDINAL BARS U NO BLOCKING OR STRAPPING IS REQUIREDS8 a ---- SHEAR WALL PENETATIONS FOR ©2018OTAK, INC. 8 PLUMBING/ELECTRICAL 9-- INTERIOR HOLDOWN N FTG. 10 CORRIDOR CONT. FOOTING (II( DOUBLE HOLDOWN a@ CORRIDOR �� 1" = 1'-0" 58.41 1" = 1 -0" 58.41 f 1" = 11-0" reduced/enlarged. Scale acordinIf this drawing is not 24"x 36''. it glybeen S8.41 1" = 1'-0" 58.41 EXTENT OF SHEAR WALL, SEE PLANS ROOF SHEATHING SIMPSON CLIP — 111k- PER SHEAR FULL HT BLKG BETW. SCHED. ��~ ROOF FRAMING Otak A0:paRoFer:KE itectInc. 808 SAvenuite 300 SHEAR WALL -• - ortland97204 EDGE ~�_ (2) 2x TOP PLATE, TYP main 507.6825 ATTACHMENT, TYP wwk.com SEE SCHED. SHEAR WALL FIELD STRAP OR HOLDDOWN, (1) 2x STUD7 (2) STUDSWHERE ATTACHMENT, TYP. SEE ;. " TYP SEE PLANS & DETAILS REQ'D, SEE CA ,2,G I N Fele ' SCHED. SCHED 4 : ; - LAP SHEATHING A FLAT BLKG �� MINIMUM OF 4" ONTO RIM H10 @ 12" O.C., f� j BETW Iia SIMPSON CLIP PER ! _ JOIST& EDGE NAILING TYP. cn STUDS IA, �P-A SHEAR SCHED. (NOT ►'- _ _ _ _ _ _ " REQ'D IF PLY HAS 4" LAP I �'' ONTO RIM) _ �'! �1 e': c.i I_ 1 1 1EXPIRES: '7f31/ Iq k Z% 7 / / / _ 1\> r ..) ;- 3-29-2018 N / : PLY SHEATHING LAID �- i 3x OR (2) 2x REQ'D AT w. ::::: ,; : ::: Ni STAMP VERT. OR HORIZ, TYP _ <I <1 711- , ' SOME ADJOINING PANEL iI L _ „cnif EDGES, SEE SCHED I n SEE SCHED. �I i L _ 7. FLAT 2x BLKG �� l ��€_ EDGE FASTENER EDGE FASTENER _ DBG PROPERTIES .4"------------' - t4-�� 2x STUD, TYP 3/8" MIN. EACH SIDE OF JOINT, EACH SIDE OF LLC YJOINT, STAGGERED EDGE FASTENER AT �S8_42c' STAGGERED EACH SIDE OF PANEL EDGES • (AS REQ'D) _ _ _ JOINT, STAGGERED ° ' HOLDDOWN, TYP SEE • ,,,' v„ PLANS & DETAILS Enayat '4 n•4�=-' - _° _-a.. -. - •e ..4 ° --d a• Schneider Smith r SHEAR WALL -. .,— � _- - - - , 4. . - '• _ tea. - - enIf1EBfl EDGE .• .._ • - ,•a. • -- . :; 4" ANCHOR BOLTS, Inc. . ATTATCHMENT, • SEE SCHED 3141 WALNUT STREET, STE. 203A TYP SEE SCHED. DENVER, COLORADO 80205 720.904.1234 www.essdenver.com CONSULTANT 1 TYP. SHEAR WALL ELEVATION2 TYP. SHEAR WALL EDGE NAILING ( 3 TYP SHEAR WALL HORIZ JOINT 8 - - 8.42 3"... = S8.42 3" = 11.0" • W i-- M Z I W Ce I- H < Et < Q 0 CI Lii co IJ (SQ L,L� z 0) W ...m = 0 0 U.. Ct LIJ cant Q = W � 0 z I~ (/) TITLE # DATE DESCRIPTION REVISIONS Author Checker DRAWN BY CHECK BY PERMIT SET STATUS 03.29.2018 DATE 17154 PROJECT NUMBER S8 . 42 42 ©2018 OTAK, INC. If this drawing is not 24"x 36", it has been reduced/enlarged. Scale accordingly. otakI GENERAL INFORMATION I 1 CH. 6 - TYPE OF CONSTRUCTION I I CH. 9 - FIRE PROTECTION SYSTEM I I ENERGY CODE REQUIREMENTS (2014 OREGON ENERGY EFFECIENCY SPECIALTY CODE) I PERMIT APPLICANT NAME AND PHONE NUMBER: OTAK ARCHITECTS, INC (503)287-6825 FIRE-RATING RATING REQUIREMENTS FOR BUILDING ELEMENTS - TABLE 601 BUILDING FIRE DETECTION AND SUPPRESSION CLIMATE ZONE PER 301.1:4C ,,..aviale:r00014;11 PROJECT DESCRIPTION CONSTRUCTION TYPE=VA PROVIDED REQUIRED PER TYPE/CLASS/AREAS BUILDING ELEMENT PER 502.1.1 REQUIRED PROPOSED 4 STORY WOOD FRAME TYPE VA CONSTRUCTION WITH 48 APARTMENT UNITS, OF COVERAGE AUTOMATIC SPRINKLER SYSTEM: YES 903.2.8&504.2 NFPA 13 WALL INSULATION (WOOD STUD)-ABOVE GRADE R-21 R-21 Otak A ' ects, Inc. BUILDING ELEMENT RATING RATING CODE PROVISION PROJECT ADDRSS REQUIRED PROVIDED ROOF-ENTIRELY ABOVE DECK R_20ci N/A 7820 SW HUNZIKER RD STANDPIPE SYSTEM: YES 905.3.1 CLASS I 808 Third Suite Po '=nd OR 97204 EXCEPTION#1 TIGARD, OR 97223 ROOF-ATTIC R-38 R-60 mai 503.287.6825 STRUCTURAL FRAME 1-HR 1-HR TABLE 601 FIRE ALARM SYSTEM: YES 907.2.9 THROUGHOUT vww.otak.com BUILDING CODE EDITIONS BEARING WALLS 907.2.9.1 UNDER FLOORS (JOISTS) R-30 R-30 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC) 1-HR 1-HR TABLE 601 MANUAL FIRE ALARM BOX NO - 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE (OEESC) (INTERIOR& EXTERIOR) EXCEPTION#2 UNDER FLOORS (MASS) R-10ci R-10ci 2014 OREGON MECHANICAL CODE (OMSC) NON-BEARING WALLS & SMOKE ALARMS YES 907.2.9.2 THROUGHOUT SEE TABLE 602i 2017 OREGON ELECTRICAL SPECIALTY CODE AMENDMENTS PARTITIONS-EXTERIOR " 2017 OREGON PLUMBING SPECIALTY CODE (OPSC) AUDIBLE ALARMS: YES 907.5.2 THROUGHOUT SLAB EDGE PERIMETER R-10 FOR 24" BELOW SLAB R-10 FOR 24 BELOW SLAB ACCESSIBILITY- NON-BEARING WALLS& X721? NR NR TABLE 601 '� ICC/ANSI 117.1 2009 PARTITIONS-INTERIOR VISIBLE ALARMS: YES 907.5.2.3 COMMON AND WINDOWS (U FACTOR) 502.3 U-0.35 U-0.27 ;RIAN R.FLEENER q SECTION 504 REHABILITATION ACT OF 1973 PUBLIC AREASFLOOR CONSTRUCTION & WINDOWS (SHGC) 502.3 0.40 0.40 • • FAIR HOUSING ACT-DESIGN GUIDELINES SECONDARY MEMBERS 1-HR 1-HR TABLE 601 NOTED ON PLANS, 75' FQRTLAND,OR FIRE SPRINKLER-NFPA 13 FIRE EXTINGUISHERS YES 906 MAX&2-A RATED WINDOW AREA LIMITATIONS 30% LESS THAN 30% ROOF CONSTRUCTION & 1-HR 1-HR TABLE 601 I CH. 3 - BUILDING OCCUPANCY I SECONDARY MEMBERS CH. 10 - MEANS OF EGRESS OPAQUE DOORS 502.2.7 U-0.70 u-0.55 OF 0 OCCUPANCY CLASSIFICATION GROUP(S) (310): R-2 RESIDENTIAL DOORS SHALL HAVE THE FOLLOWING RATINGS: 3/29/2018 OCCUPANT LOAD & EXITING • UNIT DOORS IN CORRIDOR-20 MIN AND DOOR LABEL CURTAINWALL/STOREFRONT 502.3 U-0.45 U-0.45 STAMP S-2 STORAGE • STAIR DOORS-90 MIN AND DOOR LABEL OCCUPANCY SEPERATION (508.4): R-2/S-2= 1HR • SEE DOOR SCHEDULE FOR ADDITIONAL INFORMATION SEE CODE PLAN SHEETS FOR OCCUPANT LOADS AND EXIT REQUIREMENTS. CURTAINWALL/STOREFRONT-DOOR 502.3 U-0.80 U-0.80 • CORRIDOR DOORS SHALL HAVE SMOKE GASKETING CH. 4 - SPECIAL REQUIREMENTS NOTE: EGRESS WINDOWS ARE REQUIRED IN EACH BEDROOM PER 1029 SIZE AND DIMENSIONS TO MEET 502.4.1 - A CONTINUOUS AIR BARRIER SHALL BE PROVIDED THROUGHOUT THE BUILDING THERMAL EXTERIOR WALL RATING BASED ON FIRE SEPERATION DISTANCE - TABLE 602 REQUIMENTS IN 1029.2 ENVELOPE, INSALLED PER 502.4.1.1 ~ WALLS SEPERATING DWELLING UNITS SHALL BE 1009,16 STAIRWAY TO ROOF: NOTE: IN BUILDINGS WITHOUT OCCUPIED ROOFS ACCESS TO THE ROOF FROM 'LI J -tn_ I r t L, OCCUPANCY SEPARATION: CONSTRUCTED AS FIRE PARTITIONS(420.2) FIRE-RESISTANCE RATING FOR EXTERIOR (420) WALLS BASED ON FIRE SEPARATION THE TOP STORY SHALL BE PERMITTED TO BE BY A SHIPS LADDER THAT IS CONSTRUCTED OF STEEL IS A MIN []BG PROPERTIES FLOOR ASSEMBLIES SEPERATING DWELLING/SLEEPING DISTANCE (TABLE 602): CONSTRUCTION TYPE OCCUPANCY GROUP R-2 OF 30" BETWEEN HANDRAILS HAS A RISE AND RUN 12" MAXIMUM AND 4"MIN AND HAS HANDRAILS PROVIDED UNITS SHALL BE CONSTRUCTED AS HORIZONTAL ON BOTH SIDES OF LADDER LLC ASSEMBLIES(420.3) X<5': VA 1-HR 1018.4 DEAD END CORRIDORS SHALL NOT BE MORE THAN 20'-0" IN LENGTH EXCEPTION: 5' S X< 10': VA 1-HR 2. IN R-2 OCCUPANCIES WHERE THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER CH. 5 - BUILDING CONSTRUCTION - TABLE 503 SYSTEM IN ACCORDANCE WITH 903.3.1.1 THE LENGTH OF THE DEAD-END CORRIDOR SHALL NOT EXCEED 50 FEET CONSULTANT CONSTRUCTION TYPE USED&OCCUPANCY: TYPE VA, R-2 OCCUPANCY 10's X< 30': VA 1-HR W/ALLOWABLE X 30': VA 0-HR MEANS OF EGRESS SIZING BASE ALLOWED INCREASES PROPOSED NOTE: LOAD BEARING WALLS SHALL COMPLY WITH THE FIRE-RESISTIVE RATING REQUIREMENTS STAIRWAY SIZING SHALL BE CALCULATED BY 0.2in PER OCCUPANT PER EXCEPTION 1005.3.1. THE BUILDING BUILDING HEIGHT 50' 70' 45' OF OSSC TABLE 601 SHALL BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH NO. OF STORIES 3 4* 4 I CH. 7 - FIRE AND SMOKE PROTECTION FEATURES I 903.3.1.1. FLOOR AREA 12,000 SF/FLOOR 21,000 SF/FLOOR 12,618 SF/FLOOR MAXIMUM AREA OF EXTERIOR WALL OPENINGS (TABLE 705.8) 1 CH 11. ACCESSIBILITY I 48,000 SF TOTAL 84,000 SF TOTAL 50,472 SF TOTAL 0-3' >3'-5' >5'-10' >10'-15' >15'-20' >20'-25' >25-30' >30' ACCESSIBLE PARKING (1106.2) SPRINKLERS USED NFPA 13 NFPA 13 UNPROTECTED, NOT SPRINKLERED PERMITTED 15% 25% 45% 75% NO LIMIT NO LIMIT NO LIMIT GROUPS R-2 AT LEAST 2%, BUT NOT LESS THAN ONE, OF EACH TYPE OF PARKING SPACE PROVIDED SHALL BE ACCESSIBLE, SEE CIVIL PLANS FOR ACCESSIBLE PARKING STALLS,ACCESSIBLE CAR AND *AUTOMATIC SPRINKLER HEIGHT INCREASE (504.2) ACCESSIBLE VAN STALLS TO COMPLY WITH ANSI117.1 SECTION 502 CH 11. GROUP R-EQUIPPED THROUGHOUT WITH AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH BUILDING IS ALLOWED TO HAVE UNLIMITED UPROTECTED OPENINGS-ALL WALLS HAVE A FIRE SEPERATION SIGNAGE TO BE INSTALLED PER 1106.7.2 SECTION 903.3.1.2 MAXIMUM BUILDING HEIGHT IS INCREASED BY 20', MAXIMUM NUMBER OF STORIES DISTANCE GREATER THAN 20' INCREASED BY ONE. FIRE-RATING RATINGS FOR BUILDING ELEMENTS ACCESSIBLE UNITS (1107.6) ALLOWABLE AREA PER STORY: Aa = (At+ (At x If) + (At x Is)) NOTES: At=ALLOWABLE AREA PER TABLE 503= 12,000 SF BUILDING ELEMENT RATING REQUIRED RATING PROVIDED CODE PROVISION If= INCREASE DUE TO FRONTAGE= ((559 ft/559 ft)-0.25)(30/30) =0.75 1. ALL UNITS TO BE AT LEAST TYPE B ADAPTABLE DWELLING UNITS PER 1107.6.2.1.2. Is = INCREASE DUE TO SPRINKLERS= 0 FIRE PARTITION 2. AT LEAST 2%OF UNITS TO BE TYPE A PER 1107.6.2.1,1. (UNIT TO UNIT) 1 HOUR 1 HOUR 708 (48 UNITS x 0.02= 1 UNITS) Aa= (12,000 SF+(12,000 SF x 0.75)+ (12,000 SF x 0)) 3. AT LEAST 5% OF UNITS TO BE ACCESSIBLE TO PEOPLE WITH MOBILITY IMPAIRMENTS Aa= (12,000 SF+9,000 SF) HORIZONTAL SEPARATION 1 HOUR 1 HOUR 711.3 (48 UNITS X 0.05= 3 UNITS) Aa=21,000 SF (UNIT TO UNIT) TOTAL ALLOWABLE FOR BUILDING= 84,000 SF 2%OF UNITS ACCESSIBLE TO PEOPLE WITH SENSORY IMPAIRMENTS PER SECTION 504 I SHAFT ENCLOSURES 2 HOUR 2 HOUR 713.4 REHABILITATION ACT 1973 BUILDING AREA SUMMARY (48 UNITS X 0.02= 1 UNITS) Z CORRIDORS 1/2 HOUR 1 HOUR 1018.1 &708.3 TYPE A UNITS TO BE DISPERSED AMONG THE VARIOUS CLASSES OF UNITS. (3)TYPE A UNITS ARE LLI OCCUPANCY GROUP S-2 R-2 R-2(DECKS+ TOTAL PROVIDED: (2) 1 BEDROOM,AND (1)2 BEDROOM. SEE CODE PLANS FOR LOCATIONS. PATIOS) (718.4.2) DRAFTSTOPPING IN ATTICS M nn// *THOSE UNITS OF THE SAME TYPE, 1BR, 2BR, OR 3BR THAT ARE NOT ICC TYPE A UNITS WILL BE ICC TYPE I LEVEL 1 83 SF 12,629 SF 1,112 SF 13,824 SF DRAFTSTOPS ARE NOT REQUIRED PER OSSC 718.4.2 EXCEPTION 2. BUILDING IS EQUIPPED WITH AN NFPA B UNITS HAVING THE SAME LAYOUT ONLY THE KITCHEN COUNTERS WILL STANDARD HEIGHT 3'-0"AFF 13 AUTOMATIC SPRINKLER SYSTEM THAT COMPLIES WITH OSSC 708.4 EXCEPTION 6. AND THERE WILL BE NO REMOVABLE CABINETS AT THE DENOTED FUTURE KITCHEN WORK SURFACE. Ce C LEVEL 2 127 SF 12,585 SF 1,112 SF 13,824 SF Q G (711) HORIZONTAL ASSEMBLIES I CH 15. ROOFS I LEVEL 3 127 SF 12,585 SF 1,112 SF 13,$24 SF HORIZONTAL ASSEMBLIES SEPERATING DWELLING UNITS SHALL BE A MINIMUM OF 1-HR FIRE RESISTANCE BUILDING ELEMENT REQUIRED PROVIDED CODE PROVISION < RATED CONSTRUCTION LEVEL 4 66 SF 12,646 SF 1,112 SF 13,824 SF ROOF CONSTRUCTION (VA) CLASS B CLASS B 1505.1 W MINIMUM (n W 0 (713) SHAFT ENCLOSURES TOTAL 447 SF 50,401 SF 4,448 SF 55,296 SF CH 17. SPECIAL INSPECTION, STRUCTURAL OBSERVATION AND W M SHALL HAVE A FIRE RESISTANCE RATING OF NOT LESS THAT 2-HRS WHERE CONNECTING FOUR STORIES DEFERRED SUBMITTALS ,J Y N U OR MORE, SHAFT ENCLOSURES SHALL BE CONSTRUCTED AS FIRE BARRIERS(713.5) Lu ri Z I- SEE STRUCTURAL FOR SPECIAL INSPECTION AND STRUCTURAL OBSERVATION REQUIREMENTS. SEE r n COVER SHEET-A0.01 FOR DEFERRED SUBMITTALS AND SITE ELEMENTS PERMITTED IN OTHER DRAWING �� C� D LL (713.14.1) ELEVATOR LOBBY PACKAGES. 140. I 0 Z_ 713.14.1 EXCEPTION#4 CH 29. PLUMBING FIXTURES I W ( f 0 EXCEPTION 4 ELEVATOR LOBBIES ARE NOT REQUIRED IN A BUILDING PROTECTED BY AN AUTOMATIC I -I SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2. OCCUPANCY AREA REQUIRED PROPOSED = Q Imini o) DWELLING UNIT (1) KITCHEN W/(1)SINK (1) KITCHEN W/(1)SINK ~ I= m (714.4.1.2) THROUGH - PENETRATION FIRESTOP SYSTEM (1) BATHROOM W/ AT LEAST(1) BATHROOM TITLE THROUGH PENETRATION SHALL BE PROTECTED BY AN APPROVED FIRESTOP SYSTEM INSTALLED AND WATERCLOSET, LAVATORY W/WATERCLOSET, TESTED IN ACCORDANCE WITH ASTM E 814 OR UL 1479 AND BATHTUB OR LAVATORY AND BATHTUB/ # DATE DESCRIPTION SHOWER SHOWER (1)AUTOMATIC CLOTHES (1) PER DWELLING UNIT WASHER CONNECTION PROVIDED PER 20 DWELLING UNITS REVISIONS Author Checker DRAWN BY CHECK BY PERMIT SET STATUS 03.29.2018 DATE 17052 PROJECT NUMBER 1 11 A4-O . 1 ©2018 OTAK,INC. If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. Otak R-2 R-2 R-2 R-2 S-2 (ACC) CODE LEGEND UNIT 2 BED UNIT 1 BED - TYPE A UNIT 2 BED - TYPE A UNIT 1 BED FIRE SPRINKLER STANDPIPE-TYP ,,,,,,,,„„:10.---4 ii,„,,,,, OLF 200 = 5 DCC OLF 200 = 4 OCC OLF 200 = 5 OCC OLF 200 = 4 OCC OLF 300 = 1 OCC EMERGENY EGRESS PATH, MINIMUM WIDTH OF EGRESS Otak Arc ects, Inc. COMMON PATH OF 969 SF 665 SF 967 SF 634 SF 22 SF PATH i5 3'-0". PROVIDE 1 Arcs ' TRAVEL=4T-6" \ FOOTCANDLE LIGHT AT FLOOR 808 SW hird Av ue, Suite 300 (TYP IN 3 BED UNITS) LEVEL. DO NOT EXCEED MAX TO Port!. d, OR 97204 I I MIN ILLUMINATION UNIFORMITY mai .03.287.6825 [Fy R I - i. -:'1,y4PYll lldlin, W'J IrlliY J.fI�i11 �71�11�Lldili - - , . ._...._- I In\., INN .. .. ......._ ._--... J Wei\lr3r��l ill -• Y.:/Y.otak.Com RATIO OF 40 TO 1. EMERGENCY 11 R-� - LIGHTING TO BE PROVIDED BY --,1 / . -- -. i_--, 7,"j7//7 '1 BATTERY BACK-UP. UNIT 3 BED STAIR 2 . I OLF 200 - 7 OCC 177=1- . -, F. !! Mill Y ,i - I • �.,.� ' - - - - DISTANCE z (1016.2) • I -- I I I Y y f NI_ F.- a R-2 AX .‘-,•11 li 1246 SF , -� ' I . t 1 is" Y 4 , j, _� Y ,i./. r a i4111 i _ 1 1 # r " j t_ L w_.._ " I [ , r r ,_ -- / 3%/./. /. -----, . ----____ € ° , 014 - �" I; V ,,: j ' . i Y . ,il COMMONPATHOFTRAVEL(1 3 7. -• " - - - ) 8 FLEE�dUtrfl_ ///``` - , r .__v _ - - - RIAN CI:i j ■ ., . , Y r : i1 , 'F I 1� OLF200 sOCC R7-7; €_.. ___ j "' A 75 MAX EXTERIOR WALLS 1-HR ;- » ( ..=.1._ --_:-, SENSORY -. I r wait 1 ' , 1141 SF RATED PER OSSC : -77171:67) I I (ALARM NIT 1 I ��` I000•10r AP.1 0 OCCUPANTS EXITING PER EXIT PORTLAND,OR II TABLES 601 AND 602 rT : _- � � 1 t � 1iEr pl.__.__ E {" ' � ._._ .-'�~ --- - -- /� I *� -1".T 1 _ �..r- •--.-�- __-� ��...:_.,_. LOCATION " - _ =OF/y• _ » FIRE EXTINGUISHER CABINET WITH FIRE OF 0 r �- *. . """» _; , �� g -!s ::i s . ■ i 1 11p� : -- �e I- ` FEC EXTINGUISHER SEE 141AX-8.11 li ,• _ " -P - I 22, .11 w .� ma r 1 y 3/2912018 � r r1 l! ' h p _t is 1 Ai _.� 0j3- } t , f If i OLF OCCUPANCY LOAD FACTOR STAMP 111333 _1 1 1, al r + 13 \• M 'i "i • -, oi A _ " X14 1 " A'�---' 1 `'- r1* _-J_ i� a: (•_- i..- .� i ' I ' �• ; �` ! ��,//" - . 47,7,-)7 k r,�j �I I�i" Y OCC OCCUPANT LOAD i I ,r-,. _ , , / '�._` ` tea+• ..J t --71 11 �j _ I : �' aK ® • ,. .: _._. TTS r �Y RLQ 1�. t h T ; i .�'�. ,��.I0./401-.�/ ifific/� 41#.7, 71It CORRIDOR.,. ief �~ ZC®��/./�:��./r/f / FP�S .�,/ _ !�� -.01,;;07-7)4000:;;;77.; s�74,,,/Arr//fe,7.1d4. 3t EXIT SIGN 4 ��7/ ../,',#11,1,004,:p4fi�.Af = �� ,� .�0_ .I� .A,I.1/a�wlr I'.i�.e .Z14.47, L /� �� __,.,..O.� A_,g ��Ae Arj�r�,,A��.��f,I�� ' - (ACC) ACCESSORY USE (508.2)SHALL NOT BE MORE - � - w: ; - _ - _ _,.. 011 •- -- 1 ,,��,,% - - . - ,. -. ::;R. a�. .a �I THAT 10%BUILDING AREA OF STORY i Id-_..-J € f �, '•� » ' I �." '. 1 I �1 -'1 ».�I i•i r �- �1 1 ....' '� :..... ,l - .. 'T-1.... ..- ...:. � _ , : 6 _ x..; �. �w D [ OPERTIEtit..� » I , - . h II • , , - B� 1eI FDC FIREDEPARTMENTCONNECTION LG II . 1 »� f4� E: r,.. . I1 II Y f I -i ; r. . _ ;:; 3d' _1314 TANG / Y�..„� _3` �� 1 - --- J. -.� I� ./ v►� i 1't i r ION o% L .�{ ■ I :: : II 1 ��.� ,igrip RAT k ..a » _. __ r...,_ "'I- ------- €• i-- -, �, _ _ _ •1•■+r -- - r ..•- IT SE '�- t-� 1___ MI! y �5 J --. PROVIDE 1 HR RATED FIRE PARTITION AT CORRIDORS [ . 1 11- -� I rl /"�I ;' z ...,.._„� _ h� h f J ► if-7Aii.) w € PROVIDE 20 M!N RATED DOORS AT CORRIQORCONSULTANT •1*r '' , roi II ity [ [ ..._._. _.-. / j, M a t "�; __._ 1 W-_ - '"""". " ...,. _ PROVIDE 1-HR RATED FIRE LOAD BEARING WALL,ALL i - �C.-. ,` I i r; 'I y -• h ... i ;- OPENINGS TO HAVE GYPSUM BOARD WRAPED INTO _._. i; i I: Jr i 1f I �._ HEAD, JAMB AND SILL. OPENINGS ARE NOT RATED .-_-.- 1 1 , . 1 1 t , ....,- 4€J. �; I ", _ r h i �i , " k ry . y Y -.._. 4 LTM s - T I € 111 l 1flli 4 - di • . 0 ' '• I __. _.. { _.._... ` I �I [ I _ I-� IN • • WO PROVIDE 2-HR RATED FIRE BARRIER PROVIDE 90 MIN I _ - _ _ �. 11 .,:-.4 A • . _ STAIR 'I// pIn . 1_- ,,, • : a •Liip 4 Mk RATED DOORS .,6, . • .�..»..• . p ": ,It, _ .., ....w..„ ................. r-: € i _r..lrul......i ......`._r"a y1 CONTINUITY: FIRE BARRIERS SHALL EXTEND FROM THE FDC - Iiii --. TOP OF THE FLOOR/CEILING ASSEMBLY BELOW TO THE --. _--I .� IT.,--1 I 1-- -- .�-I I - ..: -�---.� [._____ I.___ I ;._.__ [ __.._.. ._.I , . -.____ .- - I UNDERSIDE OF THE FLOOR OR ROOF OR DECK ABOVE _ -- SII , I iI I I � III _ [ ['--- [ f � -- I ( '-.._..I [ I._.......[ � [ I [ [---- _.,_.., .-..._.,.... .-._-._...,. -.,.._....I '�� i ....._.,...._i € ; ...--_; � L..:_..1.- ,. I` ...,_.,...., I_...._._.._. ., f .-_� .,. -:AIL. - --i ,_. I ... . ,.: -..... .. .. ....... -. .. AND SHALL BE SECURELY ATTACHED THERETO. FIRE _� i I __W_.. .-.... _ 1-- iL-. III. 1i . � .. .. I �i _-....._... � _.._.. ._..` i _.. J 1 :: I ::.: :::: I :. 1 , ..... I I... f BARRIERS SHALL BE CONTINUOUS THROUGH Tr'r1 . _ CONCEALED SPACES. j _----._._--'- STANDPIPE-TYP COMMON PATH OF 1 FIRE PARTITIONS SHALL EXTEND FROM THE TOP OF THE R-2 KNOX BOX -2 S-2 R-2 ___ R-2.._._, TRAVEL= 40'-0" 1172_._ ---..... .. ._ _ T _-__ R-2 FLOOR CEILING ASSEMBLY BELOW TO THE FIRE- --- ;__- r (TY..IN..2 BED UNITS) . .... -- - -_ � UNIT 3 BED - TYPE A 1 UNIT 1 BED ELEV MECH UNIT 2 BED T UNIT 1 BED UNIT 1 BED' ELEC UNIT 3 BED RESISTANCE-RATED FLOOR/CEILING OR ROOF/CEILING OLF 200 = 7 OCC OLF 200 = 3 OCC OLF 300 = 1 OCC OLF 200 = 5 OCC OLF 200 = 4 OCC COMMON PATH OF OLF 200 = 5 OCC OLF 300 = 1 OCC OLF 200 = 7 OCC ASSEMBLY ABOVE,AND SHALL BE SECURELY ATTACHED 1246 SF 584 SF 22 SF 969 SF 637 SF TRAVEL= 38'-3°(NP IN 1 BED UNITS) 969 SF 61 SF 1246 SF THERETO. 1 CODE PLAN LEVEL 01 4-0.1 SCALE: 3132"= 1'-0" N O CO II OCCUPANCY SCHEDULE-BUILDING 4•• LEVEL 01 R-2 I NAME I LEVEL j NUMBER 1 AREA OCC ! OLF ! OCC LOAD W ILI R-2 S-2 (ACC) R-2 R-2 R-2 S-2 (ACC) STANDPIPE-TYP GROUND LEVEL2 W UNIT 2 BED STORAGE UNIT 1 BED UNIT 2 BED UNIT 1 BED UTILITY - DISCHARGE IDENTIFICATION UNIT 3 BED GROUND LEVEL 4-101 1246 SF R-2 200 7 OLF 200 = 5 OCC OLF 300 = 1 OCC OLF 200 = 4 OCC OLF 200 = 5 OCC OLF 200 = 4 OCC OLF 300 = 1 OCC GATE (OSSC 1022.8) UNIT 3 BED-TYPE A GROUND LEVEL 4-102 1246 SF R-2 200 7 - COMMON PATH OF UNIT 2 BED GROUND LEVEL 4-103 969 SF R-2 200 5 COMMON PATH OF 969 SF 22 SF 667 SF 969 SF TRAVEL=40'-0" 667 SF 22 SF 4- PEDESTRIAN BRIDGE UNIT 1 BED GROUND LEVEL 4-104 584 SF R-2 200 3 Ce CO (TYP IN 3 BED UNITS) (TYP IN 2 BED UNITS) TO PARKING LOT z (MAX PATH TO RATED UNIT 1 BED-TYPE A GROUND LEVEL 4-105 665 SF R-2 200 4 STAIR= 113'- 11") UNIT 2 BED GROGROUND LEVEL 4-108 UND LEVEL 4-108 969 SF R-2 200 5 6 R 2- 71 El UNIT 221 BED-TYPE A GROUND LEVEL 444:-111000765 -107 967 SF R-2 200 5 \ i 4 .=_- - -�- ' __• UNIT 1 BED GROUND LEVEL 4-109 634 SF R-2 200CL 4 LL! / 1111 UNIT 1 BED ,/,,,, II r - , <ICC • Imo' " ' �� I, nITT 1BEQGROUND LEVEL 4-110 969 SF R-2 200 5UNIT 3 BED j.' L. " I I. �7771 r • r s " :, _ - -- _ :_. - i �: v_ 3 BED GROUND LEVEL 4-111 1141 SF R-2 200 6 1 I �r ._ �� f I _ I I ,, i y ..-•-I I I ` +' ,� r/'� :0,i_... r 1 I.. • UNIT 3 BED GROUND LEVEL 4-112 1246 SF R-2 200 7 .. W 1246 SF1. - i ti---, i -- ' 1� f__ -; __ h I k, - r i I ',Y - 400 4.2 s _ ----� ELEV MECH GROUND LEVEL 4-U12 22 SF S-2 300 1 Y N U L. I :!---1 i3 € �_ I ' �� , _ 4- I , I I ," i / I .-..__..I.: UNIT 3 BED J : �.__�, { 1 I ! " r�ir I ; 1- - - ... FIRE SPRINKLER GROUND LEVEL 4-U13 22 SF S-2 (ACC) 300 1 N I` �` - II -si _ I I = EI II r ; :Ka/, w �, I O = C ELEC GROUND LEVEL 4-U14 61 SF S-2 300 1 Z C37 (--.._._ , _'� 1< _ . . 25, -1d i. .�rii it _ \� ! _ L C . :- » • MO 11 - 1247 SF EXTERIOR WALLS 1-HR )'C� I - - /-", -3-� " II i ,.... 2 ryJ� _4 I Fri" •`: �# 65 RATED PER OSSC i- 1 ; , ` '-) j :E: `Irr- DI3--.1 /� _ . . ... = 0 Z TABLES 601 AND 602 t r `1- : .3 i ,,�__.._ II r ire - .. ' -s� • 1 -a-a�-.� R .I , I r 1 STAIR WIDTH ;J! TAI [L.! EXIT WIDTH I I00/4!: OCCUPANCY LOA 64 STAIR WIDTH SHALL RED 2 EXIT WIDTH U) `•••• _ ,--- " EXITS REQUI MEET THE MAX- ...� .1 �_ _Vit_';--t I __.._..__. �. �>�- _ 1- D pr1 : i ; - ' •' e EXITS PROVIDED 4 REQUIRED. SEEOSSC O 6 1 r F" I r -; `y� iJ V, ► J 1 4 € _F j �►, --- ;, OCCUPANCY LOAD PER EXIT=6412 = 16 EXCEPTION 1405.3.1. N h 1 h `` `� �' Ir ..�I71 ^I MAX EXIT WIDTH REQUIRED= 50 x.2"= 10" CLEAR WIDTH 1 w 1 , ly Ii . » i €" I; - vitir » » ' M 111146 �rt M i 1 / " ED co ;,----,71-,,--- --.., ..._._.j r,_.. Mi r . ., _i • j, / . '� • li ! Sr f'� EA ," %*� �� 111 r d gil ----7 €k l'", t -it !I /:) 1� �r r"'"'\ .._.._.:1 . :� _ i. :I = n -. '°� �. ;f, K ,...." . � C t` ® 1 ,ipAT EACH EXIT DOORID 34 Al II VI ,.rk AO ,carr' rr �' .� 14,044�� .moi* . •y ��rdirie;"4"141Arif: '0'�' ~ TITLE /� CORRIDO ��,/.�.. dg ®� �� .led r .I�.i/19, 4 ././ _ .r' i. i! _/e ��• ��„��,� may/ _ _ � r �i��►/r74011 � �� 4e,A/�® � .®��.�..��.I�, 1 .®ai ,.� iP �e.�1.1;4(�T/`� .I� s�Vire .is .��,Areireil ifirr ®:#492,' 7.40 ,01.Z$.l.�J.�s+.►.►.fi�i.� 4 # DATE DESCRIPTION t If ;r r {' ` - .t i _i-_ y . _ _....1;.:).. s i._. - ! ,c2. .-.i.._.) ip 1r i _ .r__ 1,_ _ y I._ _.- L. i -. i h t... .. t .F._..Y , .. __ ..-.,i f N,_.-....- >�T h "�' f -.' ...-i J - r j,} 1 _. „ _ . '' ('�'€ 'y " ._s�.,,«,.1...may �� r� 4� I I" i 1 ® � l i +j� h "I �i ?-.-c/k.L I r_ -I i _� r'" I `M Y I""�1 ,1/ �!» r..,� r I�I ki :I I L.L. . _ ..�do di I I J JI 13d, 1 314 - ANCE " ' \. h .. I• - 1. Ill :� � If �- i k :»dAm ttN.. .,� k 1=-_____. » ._fir",° «.-.:-............... r�A.,. €• RASION - r II ,I it a OCCUPANCY SCHEDULE-BUILDING 4- LEVEL 02 ESC :....._ --_ r i r 1� " r: F »,'..... ... �_ - r�€ T NAME LEVEL NUMBER AREA OCC � *�w I. .. ...-e.. •tlttr i�� ;Il �� F r'"" �. �� ... ' I 1-- ] �J C.. L-� I I OLE OCC LOAD r .1 r 3;� /# I 11 r Y I. J s _ 02 . •II LEVEL �� 1 OA • 4 L - " Yy7I i s ' UNIT 3 BED LEVEL 02 4-201 1246 SF R-2 200 7 '; - , I - UNIT 3 BED LEVE mom .rte . _ I I I i77-` t .._1 L 02 4-202 1247 SF R-2 200 7 [N ..,., 1 r r.� 1 . i II r '- I . 1 I, �... - ' ;: y . t , I _ ... E x_ .`I�1 . -- i ! - (^, ki �., ' I -i I . i i ' .. i ■ I I Y EW. r� �r� ,vr . . - . I �j - UNIT • I :.... I II,' ... �" _ I REVISIONS 1 _ -�_-_ L �.._....-... I €•h .:. 1 �� I ". 'i I UNIT 1 BED LEVEL 02 4-204 667 SF R-2 200 4 - II� I • - I - „-_.-_1 '-_-..._ ._. _ ... .. .. ... __._.. .-.--� . :.WYWWIL'WYWWWUA:.I j.��:IWWWI4IIUWWAAIJI':r' - ...- e,-......,... I1,J , •--- ' F. , - . . . . ...I,M . ' . ' . .. ',_ - = - i UNIT 1 BED LEVEL 02 4 205 667 SF R-2 200 4 1` L-1 STAIR 7 � �r ' � Il -. : l� 0 r 1 -{ XM UNIT 2 BED LEVEL D2 4 206 969 SF R 2 200 5Author Checker - .. _.. •1 . UNIT 2 BED LEVEL 02 4-207 969 SF R-2 200 5 1 1 UNIT 1 BED LEVEL 02 4-208 668 SF R-2 200 4 DRAWN BY CHECK BY UNIT 1 BED LEVEL 02 4-209 667 SF R-2 200 4 PERMIT SET STANDPIPE-TYP UNIT 2 BED LEVEL 02 4-210 969 SF R-2 200 5 UNIT 3 BED LEVEL 02 4-211 1247 SF R-2 200 7 STATUS UNIT 3 BED LEVEL 02 4-212 1246 SF R-2 200 7 03.29.2018 R-2 R-2 S-2 (ACC) R-2 R-2 R-2 S-2 (ACC) R-2 STORAGE LEVEL 02 4-U21 22 SF S-2 (ACC) 300 1 DATE UNIT 3 BED UNIT 1 BED STORAGE UNIT 2 BED UNIT 1 BED UNIT 2 BED STORAGE UNIT 3 BED STORAGE LEVEL 02 4-1123 22 SF S-2(ACC) 300 1 UTILITY LEVEL 02 4-U23 22 SF S-2(ACC) 300 1 17052 OLF 200 = 7 OCC OLF 200 = 4 OCC OLF 300 = 1 OCC OLF 200 = 5 OCC OLF 200 = 4 OCC COMMON PATH OF OLF 200 = 5 OCC OLF 300 = 1 OCC OLF 200 = 7 OCC STORAGE LEVEL 02 4-U24 62 SF S-2 (ACC) 300 1 PROJECT NUMBER 1247 SF 667 SF 22 SF 969 SF 668 SF TRAVEL- 38.3(TYP IN 1 BED UNITS) 969 SF 62 SF 1246 SF 68 SENSORY IMPAIRMENT UNIT EXIT WIDTH STAIR WIDTH ik42.0 i 2 OCCUPANCY LOAD 68 THE STAIR WIDTH SHALL ■ 2 CODE PLAN LEVEL 02 EXITS REQUIRED EXITS PROVIDED 2 2 MEET THE MAX EXIT WIDTH REQUIRED, SEE OSSC ©2018 OTAK,INC. OCCUPANCY LOAD PER EXIT=6812= 34 EXCEPTION 1005.3.1. If this drawing is not 24"x 38"it has been 4_0.1 SCALE: 3/32"= 1'-0" MAX EXIT WIDTH REQUIRED= 84 x .2"= 16.8" CLEAR WIDTH PROVIDED reduced/enlarged. Scale accordingly. AT EACH EXIT DOOR = 34" otak R-2 S-2 (ACC) R-2 R-2 R-2 S-2 (ACC) CODE LEGEND ...gail.<411141A. Ilk UNIT 2 BED STORAGE UNIT 1 BED UNIT 2 BED UNIT 1 BED UTILITY STANDPIPE-TYP OLF 200 = 5 OCC OLF 300 = 1 OCC OLF 200 = 4 OCC OLF 200 = 5 OCC OLF 200 = 4 OCC OLF 300 = 1 OCC EMERGENY EGRESS PATH, COMMON PATH OF 969 SF 22 SF 667 SF 969 SF COMMON PATH OF MINIMUM WIDTH OF EGRESS TRAVEL-40'-0" 667 SF 22 SF to Architects, Inc. TRAVEL=47'-6" PATH IS PROVIDE 1 (TYP IN 3 BED UNITS) (TYI'IN 2 SED UNITS} \ 3.0 • 808 SW ird enue, Suite 300 AT FLOO � i FOOTCANDLE LIGHTR (MAX PATH TO RATED LEVEL. DO NOT EXCEED MAX TO/ . . . Po and, OR 97204 STAIR= 113'- 11") _ MIN ILLUMINATION UNIFORMITY ma 503.287.6825 \ . . RATIO OF 40 TO 1. EMERGENCY www.otak.com BATTERY BACK-UP. .... :-I Tll��llJ TTE LIGHTING TO BE PROVIDED :. W UNIT 3 BED k ;._ _ _.._.._. " 11. aI , S u • •• • � TAIR/ 2� • OLF 200 = 7 UCC i "-----:17. " - "�� " ,.. EXIT ACCESS TRAVEL •A 1 if` i IIS r i i ..vi,---i - i I.• ; ...- "r I ♦.�. ... ... ... DISTANCE-250' MAX(1016.2) '��• 1246 SF 7 I -- fiE ! --� ! I • 721 - C ff ; 1 ; _.f ;i l_.,- '1 ; i. . _ i "" �.. i • ii i+ UNIT 3 BE❑ COMMON PATH OF TRAVEL(1014.3) 'C" _ . I I _ " rte, ,, r — — — _ BRIAN R.FLEENER _-� I . . --- I _ " �, �!_ '` i � - .� ... R-2 125 MAX I II i OLF 200 7 DCC • ,µ , _ ..- ) ; „ ►moi ,i J _ ... -.. L .. - - ' ' , .. .., _ A 75` MAX II i _ - ,_ -; " II " J r/1. I-- 1247 SF 4. EXTERIOR WALLS 1-HR IL-1-, + I " ..... _ ��/ CDRATED PER OSSC 1_.. . --1,-,1 i ? _ _ E �� EXITING PER EXIT I��RT#.AND,OR TABLES 601 AND 602 OF 0 z I'' ----. _ i' `" , 1I ! �,,—�----1 a :4 r"� -.._ .. .._ , _„ ( j `'•�1 T �i - .. • .�� ./ I. J LOCATION S s Kr- �� ...� ...� -, �„�„ _ 0' �` ,•�� f r'� I J FEC FIRE EXTINGUISHER CABINET WITH FIRE rr �� y - 1 ; ... 11A -_730, • L..All _ LI 0.�� 4 9 ,• q EXTINGUISHER SEE 141AX-8.11 3/29/2018 • II ; _i !. #� I Dj3;7 ” I i P �III � i 1,9" I -, : E OLF OCCUPANCY LOAD FACTORSTAM I, /+,_.,..._ ,...._.. ...__ :-• 1i ;.--._�T /� -__ t_!^ i. al " '�� • ��. .. .}___- 1 - - �, 1 ..�"._- Lw' �r � ` E r-' - -{i IIir� -tiIt" s -. 04 b ‘1 " i -( ' - r" ``r L 4 f C OCCUPANT LOAD �h x.. /� f _di :S� € I lti.‘ a i . r r- . ,__ .: 1` _ { , -1 rte.s �. 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SEE STRUCTURAL FOR SHEAR WALL LOCATIONS.ADD CEMENTITOUS SIDING SHEATHING TO ASSEMBLY AS REQUIRED BY _ 1x2 PT FURRING AT 16" OC STRUCTURAL ENGINEER.WHERE A NON-SHEAR WALL Otak Architects, Inc. /1 FIBER REINFORCED, -_ EXTENDS AND ALIGNS PARALLEL WITH A SHEAR WALL, _ I, i CEMENTITOUS SIDING '� (314"VENT SPACE) SOUND BATT INSULATION IN 1 PROVIDE ADDITIONAL SHEATHING LAYERS TO THE NON- 808 SW 1r. ' enue, Suite 300 • I . ' BATHROOMS-FRICTION FIT . ate- 1x2 PT FURRING AT 16"OC �' `� PLYWOOD SHEATHING AS SHEAR WALL TO PROVIDE CONTINUOUS FACE OF Po nd, OR 97204 .•`, ; ;----------- / _ IN STUD SPACES 1' I (3I4"VENT SPACE) '. REQUIRED-SEE STRUCTURAL FINISH. ma a 503.287.6825 WEATHER RESISTIVE 2. PROVIDE FIRE BLOCKS AND DRAFT STOPS PER OSSC :vww.otak.com WEATHER RESISTIVE BARRIER SECTION 718. e i• _-- 5/8"TYPE 'X'GYPSUM BOARD i, . , BARRIER 4 I, 1 R-21 BATT INSULATION •• �"'_ '� I� 15132"MIN PLYWOOD �! 3. LOCATE THERMAL INSULATION ON THE COLD SIDE (IN ) I ' PLYWOOD SHEATHING AS I' 1 SHEATHING-SEE STRUCTURAL WINTER) OF DOMESTIC WATER PIPES AS REQUIRED TO .�'� ' 1, REQUIRED-SEE STRUCTURAL - 1~' 2x6 WOOD STUDS AT 16" PROTECT PIPE FROM FREEZING. '"' 1., + PLYWOOD SHEATHING AS X72 OC-SEE STRUCTURAL VrA .a• '" 1'. I REQUIRED-SEE STRUCTURAL 4. PROVIDE ADDITIONAL FRAMING, BLOCKING,AND BRIAN R.FLEENER CI • 2x6 WOOD STUDS AT 16" 1. r ` - -- CAST IN PLACE CONCRETE OC-SEE STRUCTURAL 1 r 1 (2) LAYERS 518"TYPE 'X' FINISHES AS REQUIRED FOR PLUMBING ACCESS `' • J WALL-SEE STRUCTURAL �_ 2x8 WOOD STUDS AT 16' • �' .1 GYPSUM BOARD PANELS. • • OC-SEE STRUCTURAL PORTLAND OR •. - 518'TYPE'X' GYPSUM BOARD I. t 518"TYPE'X GYPSUM BOARD a,:' ;�` . ' 1' i - 518"TYPE'X' FIBER FACED -' ' 5. PROVIDE ADDITIONAL BLOCKING AS REQUIRED TO 1' I GYPSUM SHEATHING . 5/8"TYPE 'X' FIBER FACED SUPPORT SHELVING,TOWEL BARS, RAILINGS,AND ALL OF 0 ,•.. • Ii ::.rte GYPSUM SHEATHING OTHER WALL-MOUNTED ACCESSORIES AND `4. :• I I ;'. EQUIPMENT. 3/29/2018 I`. I _ _ STAMP EXTERIOR A� T EXTERIOR INTERIOR ,��I .1`- EXTERIOR 6. PROVIDE UL APPROVED THROUGH PENETRATION AND INTERIOR INTERIOR MEMBRANE PENETRATION FIRESTOP SYSTEMS AS REQUIRED BY CODE AT ALL ELECTRICAL, PLUMBING, 2x6 WOOD STUDS AT 16"OC IN LIEU OF 2x8 WOOD STUDS-SEE AND MECHANICAL PENETRATIONS IN FIRE-RATED 13B STRUCTURAL ASSEMBLIES, SEE AX8.11 TO AX8.12. CONTRACTOR TO SUBMIT UL-LISTED DETAIL FOR EXACT PENETRATION �-, t- r i- CONDITION - '' -� 11 �. CONCRETE WALL 1-HR INTERIOR WALL - IN UNIT BEARING EXTERIOR WING WALL - FIBER CEMENT SIDING 2-HR EXTERIOR WALL - FIBER CEMENT SIDINGS J27 !i [24 ! 13/ 4 7. PROVIDE WATER RESISTANT TYPE-X GYPSUM BOARD DBG PROPERTIES 0 P E RT I E U ASSEMBLY: N/A FIRE: NR STC: N/A ASSEMBLY: UL-U305 FIRE: 1-HR STC: N/A ASSEMBLY: UL-U356 FIRE: 1-HR STC: N/A ASSEMBLY: UL-U301 FIRE: 2-HR STC: N/A AT BATH TUB AND SHOWER WALLS, SEE 15& 16/A8.11. LLC BEARING BEARING BEARING 8. SEE AX8.11 &AX8.12 FOR TYPICAL RATED WALL DETAILS. CONSULTANT FIBER REINFORCED, 9. PROVIDE SOUND BATT INSULATION AT BATHROOM - SOUND BATT INSULATION-FRICTION CEMENTITOUS SIDING WALLS AND CEILINGS. —Ar- FIT IN STUD SPACES --:-Ai_r- _amr-- 1x2 PT FURRING AT 16"OC ROOF MEMEBRANE I (314"VENT SPACE) • RESILIENT CHANNEL AT 24"OC ' 1x2 PT FURRING AT 16"OC 1 - WEATHER RESISTIVE F ��' SPACED VERTICALLY i 1 ' (3/4"VENT SPACE) BARRIER 5/8"TYPE'X' GYPSUM BOARD FIBER REINFORCED, -->••<- 1‘-- CEMENTITOUS SIDING SHEATHINGIN �SEE STRUCTURALT ' �_ ~ PLYWOOD SHEATHING AS WEATHER RESISTIVE 518"GYPSUM BOARD REQUIRED-SEE STRUCTURAL R-21 BATT INSULATION-FRICTION BARRIER 1 FIT IN STUD SPACES 2x4 WOOD STUDS AT 16"OC I i • 2x6 WOOD STUDS AT 16" I • PLYWOOD SHEATHING OC-SEE STRUCTURAL 11 ON BOTH SIDES 2x6 WOOD STUDS AT 16" CO -°-----11 - OC -SEE STRUCTURAL - 5/8"TYPE'X'GYPSUM BOARD 2x6 WOOD STUDS AT 16" W OC-SEE STRUCTURAL �- .1 1 518"TYPE 'X' J �C i . ,y GYPSUM BOARD 1 . C I �� I G ___N__,:,_ -- , — — �_-L L._ 'L--- W INTERIOR UNIT UNIT ROOF EXTERIOR INTERIOR EXTERIOR Cl) 2x8 WOOD STUDS AT 16"OC IN LIEU OF 2x6 WOOD STUDS-SEE 0) 3B STRUCTURAL Q Z 1271 NON-RATED FURRING 23 -HR INTERIOR WALL - DEMISING 12 PARAPET WALL - FIBER CEMENT PANEL 3A 1-HR EXTERIOR WALL - FIBER CEMENT SIDING Q ASSEMBLY: N/A FIRE: N/A STC: N/A ASSEMBLY: UL U305 FIRE: 1-HR STC: 50-54 iI ASSEMBLY: N/A FIRE: NR STC: N/A ASSEMBLY: UL-U356 FIRE: 1 HR STC: N/A CO I-- BEARING RAL T1_77-138 BEARING Imm. U Z n _____.- LAPPED, FIBER-REINFORCED, LIU ct CEMENTITOUS SIDING Z I- SOUND BATT INSULATION IN 4 BATHROOMS-FRICTION FIT - �-i ROOF MEMEBRANEZ 1x2 PT FURRING AT 16"OC m IN STUD SPACES I1 (3/4"VENT SPACE) �' I 1x2 PT FURRING AT 16"OC WEATHER RESISTIVE Irg0 • �, . :_jr-- - r 1�. (314"VENT SPACE) BARRIERUI518"TYPE 'X' GYPSUM BOARD ' , a J�. I ; LAPPED FIBER REINFORCED, 15/32" MIN PLYWOOD • !�` PLYWOOD SHEATHING AS I CEMENTITOUS SIDING 1---_____ SHEATHING -SEE STRUCTURAL REQUIRED-SEE STRUCTURAL i WEATHER RESISTIVE - R-21 BATT INSULATION -FRICTION a U I BARRIER FIT IN STUD SPACES /� 0 2x4 WOOD STUDS AT 16" ; PLYWOOD SHEATHING1 C ♦ CL OC-SEE STRUCTURAL ON BOTH SIDES Q C. 2x6 WOOD STUDS AT 16" CO WI " 5/8"TYPE'X' GYPSUM BOARD I OC-SEE STRUCTURAL W w2X6 WOOD STUDS AT 16" N OC-SEE STRUCTURAL r 5/8"TYPE'X' 1 .11 N GYPSUM BOARD Z CD�� Immo D (� V -_ - _v__ _�.L--- LL = O Z_ INTERIOR INTERIOR ROOF EXTERIOR INTERIOR EXTERIOR W (CO o Q "J 6131 2x6 WOOD STUDS AT 16"OC IN LIEU OF 2x4 WOOD STUDS-SEE - 2 STRUCTURAL I- m OiNON-RATED INTERIOR WALL 22 NOT USED 11 � PARAPET WALL - LAPPED SIDING 2 I 1-HR EXTERIOR WALL - LAPPED SIDING TITLE ASSEMBLY: N/A FIRE: NR STC: N/A ASSEMBLY: N/A FIRE: N/A STC: N/A I ASSEMBLY: N/A FIRE: NR STC: N/A I ASSEMBLY: UL-U356 FIRE: 1 HR STC: N/A BEARING # DATE DESCRIPTION LAPPED, FIBER-REINFORCED, CEMENTITOUS SIDING 1x2 PT FURRING AT 16"OC : (3/4"VENT SPACE) 1x4 T&G VERTICAL CEDAR SOUND BATT INSULATION-FRICTION • i WEATHER RESISTIVE i SIDING -~r -� : FIT IN STUD SPACES =� BARRIER �! W' - = 314"VENT SPACE HORIZONTAL 1 Z FURRING WITH WEEP HOLES 1%r I PLYWOOD SHEATHING AS , _ ,'I' �' y' f;1 REQUIRED-SEE STRUCTURAL J : WEATHER RESISTIVE BARRIER �' (2) LAYERS 5/8"TYPE'X' •. 3 1/2"MIN, R-21 FIBERGLASS r 1 1- REVISIONS ,, GYPSUM BOARD 1 BATT INSULATION = 15/32" MIN PLYWOOD I. '1 s- SHEATHING-SEE STRUCTURAL PLYWOOD SHEATHING AS 1 REQUIRED-SEE STRUCTURAL : 1 2x6 WOOD STUDS AT 16" R-21 BATT INSULATION-FRICTION OC-SEE STRUCTURAL FIT IN STUD SPACES Author Checker 2x6 WOOD STUDS AT 16" - -- (2) LAYERS 518"TYPE 'X' DRAWN BY CHECK BY -. elo.. ' OC-SEE STRUCTURAL -,y1 GYPSUM BOARD - 1 s,� 2x6 WOOD STUDS AT 16" • 1•T (2) LAYERS 5/8"TYPE 'X' 4.y • - 5/8"TYPE'X'GYPSUM BOARD ` ; OC-SEE STRUCTURAL PERMITSET GYPSUM BOARD ' Age :lige' `i 51$"TYPE'X' FIBER FACED 'I ; 518"TYPE X 03.29.2018 Ir > GYPSUM SHEATHING GYPSUM BOARD DATE ' a 1 - W t_ _- � _I '� --- 17052 INTERIOR INTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR PROJECT NUMBER 1B 2x8 WOOD STUDS AT 16"OC IN LIEU OF 2x6 WOOD STUDS- SEE STRUCTURALA4.1. 1 . 01 25NOT USED 21 2-HR INTERIOR WALL - FIRE BARRIER 5 2-HR EXTERIOR WALL - LAPPED SIDING 1A1 1-HR EXTERIOR WALL - WOOD SIDING 02018OTAK, INC, ASSEMBLY: N/A FIRE: N/A STC: N/A ASSEMBLY: UL-U301 FIRE: 2-HR STC: N/A ASSEMBLY: UL- U301 FIRE: 2-HR STC: N/A I ASSEMBLY: UL- U356 FIRE: 1-HR STC: N/A If this drawing is not 24"x 36",it has been BEARING BEARING BEARING reduced/enlarged. Scale accordingly. MOOCIVIIDL I IVV I CO 1. SEE STRUCTURAL FOR SHEAR WALL LOCATIONS.ADD SHEATHING TO ASSEMBLY AS REQUIRED BY STRUCTURAL ENGINEER. WHERE A NON-SHEAR WALL EXTENDS AND ALIGNS PARALLEL WITH A SHEAR WALL, PROVIDE ADDITIONAL SHEATHING LAYERS TO THE NON-SHEAR WALL TO PROVIDE CONTINUOUS FACE OF FINISH. ...ideigisedgill. Ilk 2. PROVIDE FIRE BLOCKS AND DRAFT STOPS PER OSSC •4 Otak Arc 4Inc. SECTION 718. , 3. LOCATE THERMAL INSULATION ON THE COLD SIDE(IN 808 SW ird A -nue, Suite 300 --- STANDING SEAM METAL WINTER) OF DOMESTIC WATER PIPES AS REQUIRED TO Porti. d, OR 97204 ROOFING SLIP RESISTANT FINISH-SEE PROTECT PIPE FROM FREEZING. mai •03,287.6825 FINISH SCHEDULE ww.otak,com 30#ROOFING FELT 4. PROVIDE ADDITIONAL FRAMING, BLOCKING, AND FINISHES WATERPROOF MEMBRANE AS REQUIRED FOR PLUMBING ACCESS PANELS. ROOF SHEATHING-SEE STRUCTURAL SUBFLOOR, SEE STRUCTURAL 5. !E!T !!! NT. ADDITIONAL BLOCKING ASD TO •�► ► itre„,„ ANDISTEEQUINT. 0ESTRUCTUREREENER4 G6. ION AND BRIAN .F ' -) - - _ _ - -I — FIBERCEMENT SOFFIT MEMBRANE PENETRATION FIRESTOP SYSTEMS AS • • _._. -- - - — BOARD 11,/ "7„.. - r = FIBER REINFORCED, REQUIRED BY CODE AT ALL ELECTRICAL, PLUMBING, PORTLA D, R ' CEMENTITIOUS PANELS AND MECHANICAL PENETRATIONS IN FIRE-RATED ASSEMBLIES, SEE AX8.01 TO AX8.21. OF _ W OW 1 1 7. SEE AX8.11 &AX8.12 FOR TYPICAL RATED WALL DETAILS. 3/29/2018 BALCONY STAMP NOTE: SEE SECTIONS FOR SOFFIT VENT LOCATIONS -,,. I R3 ROOF - STANDING SEAM F4I FLOOR 1 CEILING - BALCONY DBG PROPERTIES I ASSEMBLY: NA FIRE: N/A STC: N/A LLC ASSEMBLY: UL-P522 FIRE: 1-HR STC: N/A CONSULTANT FLOOR FINISH PER FINISH SCHEDULE 1-1/2"GYPSUM CEMENT UNDERLAYMENT PLYWOOD SHEATHING -- ROOF MEMBRANE 4x WOOD T&G DECKING-SEE STRUCTURAL ROOF SHEATHING, SEE STRUCTURAL / �� /�¢3> DROPPED CEILING WHERE OCCURS-SEE RCP FOR FINISH ROOF JOIST, SEE STRUCTURAL t (f) R-27 LOOSE FILL INSULATION W i / VAPOR RETARDAR/AIR BARRIER cm I41_ 5/8"TYPE 'X' GYPSUM BOARD J , 444 k 0, W CALCULATED FIRE RATED BASED ON OSSC SECTION 722.6 Cr) • 1 1/2"GYPSUM CEMENT UNDERLAYMENT(AT LEAST 5/8"GYP BD EQUIVALENT) 30 MIN (f) • WOOD SHEATHING 19132" 15 MIN Q • 4x(3 3/41 WOOD T&G DECKING (5 MINUTES PER 3/8") 30 MIN TOTAL: 1 HOUR& 15 MINUTES Z 0 ROOF - ELEVATOR OVERRUN 1-HR FLOOR/CEILING - CORRIDOR 0 It- R21 F3 � c 1 ASSEMBLY: UL-L528 FIRE: 1-HR STC: N/A ASSEMBLY: OSSC 722.6 FIRE: 1-HR STC: NA Emiau Z F- F W (l) ROOF MEMBRANE M 0 FLOOR FINISH-SEE ROOM FINISH U ROOF SHEATHING, SEE SCHEDULE-REQUIRES SOUND STRUCTURAL ISOLATION MAT IF IT IS NOT CARPET J R-60 LOOSE FILL < F- INSULATION 314"GYPSUM CEMENT UNDERLAYMENT i WOOD TRUSS, SEE SUBFLOOR-SEE STRUCTURAL CL O STRUCTURAL - FLOOR JOIST-SEE STRUCTURAL a N VAPOR RETARDER/AIR -- •- /�� 3 1/2"SOUND ATTENUATION �/ 'i '' BARRIER U N BLANKET(OMIT AT CORRIDOR) CI� LL EL è' AV t,, RESILIENT CHANNELS AT 24"OC MAX Q FE' N O ,,,7) irritiripme+-4WS. A wAV, 518"TYPE'C'GYPSUM ,,� (2) LAYERS 518 TYPE X i CNI N -, 41, yipf 4BOARD ALsi ♦'♦•♦t,•♦ •♦��.I�, GYPSUM BOARD LLJ _ N J NON-RATED ASSEMBLY WITH NO SOUND ATTENUATION BLANKET AND 1 0 < 2.1LAYER OF GYPSUM CV Ur M I- H CO R� 1-HR ROOF 1 CEILING F2 !: 1-HR FLOOR 1 CEILING - UNITS TITLE ASSEMBLY: UL-P522 FIRE: 1-HR STC: N/A ASSEMBLY:AWC WIJ 1.7 FIRE: 1-HR STC: 63-65 IIC: 51 MIN # DATE DESCRIPTION FLOOR FINISH-SEE ROOM FINISH SCHEDULE-REQUIRES SOUND ISOLATION MAT IF IT IS NOT CARPET -- REINFORCED CONC SLAB, 3/4" GYPSUM CEMENT UNDERLAYMENT j SEE STRUCTURAL - SUBFLOOR-SEE STRUCTURAL REVISIONS - 10 MIL VAPOR BARRIER 2x4 WOOD FRAMING / »>/// ,,� FLOOR JOIST-SEE STRUCTURAL , - CLEAN CRUSHED ROCK, 5/8"GYPSUM BOARD • - rr SEE SOILS REPORT 3 1/2"SOUND ATTENUATION ' ' '' ., BLANKET(OMIT AT CORRIDOR) - -- 4', ,N �' " �ti""' ;^f ,,:i Author Checker 1 • 1 • 1 • 1.• i •d • ! . we're 518"TYPE'C'GYPSUM BOARD .- • ,.!1�f s-v-f 1-..f'°1`�-O �-01'.r. 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RATING COMMENTS T'EfA TEAI �IVRE 1 At, NUMBER FINEST I MERN E �1(( 628 IVE ... 1110.111111111 L GROUND LEVEL 1 EA POWER TRANSFER EPT10 CON 689 VON 4-101A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. LEVEL 03 1 EA ELEC PANIC HARDWARE RX-EL-25-R-NL-OP-CON 630 FAL 1 EA RIM 4-101B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 4-301A UNIT ENTRY 3'-0" 6'-8" A Sc WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA ESC CORE CYLINDER 2357-030 626 626 SCHH Ot626 ak Ar ' .-{,tS, Inc. 4-102A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 4-301B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA 90 DEG OFFSET PULL 8190EZHD 10•STD 630-318 IVE 808 S hird Av- ue, Suite 300 4-102B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 4-302A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA SURFACE CLOSER 4050 EDA 689 LCN Portl- d, OR 97204 4-103A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 4-302B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA PROTECTION PLATE 840010"X2"LDW B-CS 630 IVE main .03.287.6825 4-103B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 4-303A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA WALL STOP VVS4U6d447CVX 63t} IVE avw.otak.com 4-104A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 4-303B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA OGASKETING 41K PSA AABK ZER 1 EA DOOR SWEEP 8198AA AA ZER 4-104B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 4-304A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA THRESHOLD 546A-223 A ZER 4-105A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 4-304B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA WIRE HARNESS CON-192 SCH • 1 4-105B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 4-305A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA WIRE HARNESS CON-6W SCH R 4-106A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 4-305B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA POWER SUPPLY PS914 900.2R$900-BRK VON 37211 t. 4-106B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 4-306A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. ACCESS CONTROL WORK OF DIVISION 28 4-107A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 4-306B BALCONY • 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 OPERATION:ACCESS CONTROL OR TIME CLOCK BRIAN R.FLEF�I3wR 4-107B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 4-307A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. -I� * * _ ,- ,- ,_ QT sl�T. i IPTION it,TI ac UMBE FINISH� rwr %ORMAN%OR 4-108A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 4-307B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 , U BER MF 4-108B BALCONY 3 0" 7 0" C FBGLS PRE FIN FBGLS PRE FIN R-02 4-308A UNIT ENTRY 3 0" 6 8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 2 Q 4-109A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 4-308B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA PASSAGE SET ND1OS SPA 626 SCH OF 4-109B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 4-309A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. i EA SURFACE CLOSER 4050 EDA 689 LCN 3!29!2018 4-11 OA UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 4-309B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA PROTECTION PLATE 8400 10"X 2"LDW B-CS 630IVE 1 EA WALL ALL STOP WS4O6l4OICVX 630 IVE STAMP 4-11013 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 4-310A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 3 [A GASKETING 4SBFSBK PSA BK ZER 4-111A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 4-310B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA DOOR SWEEP 8192AA AA ZER 4-111B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 4-311A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. EA THRESHOLD 546A-223 A ZER 4-112A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 4-311B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 MN 4-112B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 4-312A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. $ET. I�IPTION CATALOG NUMBERI FINISH FR .s r) '1---L, 4-113A BUILDING ENTRY 3'-0" 7'-0" A HM PRE-FIN HM PRE-FIN 18 4-312B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 CITY 3 EA N 6E1131 4.5 X 4,5 FIN630 MFR IVE 4-113B BUILDING ENTRY 3'-0" 7'-0" A HM PRE-FIN HM PRE-FIN 18 4-314 STAIR 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 19 90 MIN. DOOR ON HOLD-OPEN 1 EA S'T ?RESIOOM LOCK AL80PD NEP 626 SCH DE1G P R O PE R T I ES 4-114A STAIR 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 19 90 MIN. DOOR ON HOLD-OPEN 4-316 ELEVATOR 3'-6" 8'-0" H HM PRE-FIN HM PRE-FIN PER MANUF. 90 MIN. SMOKE DOOR ON MAG HOLD OPEN SEE 6/AX-5.03 1 EA SURFACE CLOSER 1250 CUSH SLIM 689 LCN LLC 4-1146 STAIR 3'-0" 7'-0" A HM PRE-FIN HM PRE-FIN 18 90 MIN. 4-321 STAIR 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 19 90 MIN. DOOR ON HOLD-OPEN 3 EA GASKETING 4S8FSBK PSA BK ZER 4-121 STAIR 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 19 90 MIN. DOOR ON HOLD-OPEN 4-U31 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 4-U12 ELEV MECH 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 90 MIN. 4-U32 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. HW SET:21 • 4-U13 UTILITY 3'-0" 6'-8" SC WOOD PAINT WOOD PAINT 20 4-U33 UTILITY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. QTY DESCRIPTION CATALOG NUMBER FINISH MER CONSULTANT 3 EA HINGE 58814.5 X 4.5 630 IVE 4-U14 ELEC 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 21 4-U34 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 21 20 MIN. I EA STOREROOM LOCK ALBOPD NEP 628 SCH 1 EA SURFACE CLOSER 1250 REG OR PA AS REQ SLIM 689 LGN LEVEL 02 LEVEL 04 I EA WALL STOP WS4O61407CVX 630 IVE 4-201A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 4-401A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 3 EA GASKETING 488FS8K PSA BK ZER 4-20113 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 4-401B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 HW SET:R-01 4-202A UNIT ENTRY 3'-0" 61-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 4-402A UNIT ENTRY 3'-0" 6'-8" A SC WOOD ' PAINT WOOD PAINT R-01 20 MIN. QTY DESCRIPTION CATALOG NUMBER FINISH MFR 4-202B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 4-402B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 3 EA HINGE 68814.5 X4.5 652 EVE 4-203A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 4-403A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA ENTRANCE LOCK CS210-8500TD JAZ PLY 10-109 626 SCH 4-203B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 4-403B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA FSIC CORE 23.030 EVD 626 SCH 4-204A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 4-404A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA SURFACE CLOSER 1250 REG OR PA AS REQ SLIM 689 LCN 4-204B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 4-404B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA PROTECTION PLATE 840010"X 2"LOW B-CS 630 IVE 4-205A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 4-405A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA DOOR STOP 61 652 IVE 1 4-205B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 4-4056 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 3 EA OSKI:TING 9FPSA BK ZER DOOR SWEEP 8R 1 EA DOOR A AA ZER 4-206A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 4-406A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. I EA THRESHOLD 656A A ZER 4-206B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 4-406B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 VERIFY DETAIL 4-207A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 4-407A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA VIEWER U698 626 WE 4-207B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 4-407B BALCONY 3'-0" 7'-0" C FBGLS PRE-F1N FBGLS PRE-FIN R-02 (2 ADA UNITS 4-208A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 4-408A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. NOTE:INSTALL STOP ON BASE,TOP OR13011OF DOOR. Id WALL,OR OTHER FIXTURE AS APPROPRIATE. 4-208B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 4-408B BALCONY 3'-0" 7'-0" C FBGLS PRE-F1N FBGLS PRE-FIN R-02 I HW SET:R-01A 4-209A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 4-409A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. TY )PTION CATALOG NUMBER FINISH MFR 4-209B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 4-40913 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 58814.5 X4,5 652 IVE 4-210A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 4-410A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA ELEC ENTRANCE LOCK FE410F 4"JAZ GRW 626 SCH 4-2106 BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 4-41 OB BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA SURFACE CLOSER 1250 REG OR PA AS REQ SLIM 689 LCN 4-211A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 4-411A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA PROTECTION PLATE 8400 10"X 2"LDW B-CS 630 IVE 1 EA DOOR STOP 61 652 WE 4-211 B BALCONY 3'-0" T-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 4-411 B BALCONY 3'-0" 7'-0" C FBGLS PRE-F1N FBGLS PRE-FIN R-02 3 ESA GASKETING 488FSBK PSA BK ZER 4-212A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 4-412A UNIT ENTRY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT R-01 20 MIN. 1 EA DOOR SWEEP 8192AA AA ZER �I 4-212B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 4-412B BALCONY 3'-0" 7'-0" C FBGLS PRE-FIN FBGLS PRE-FIN R-02 1 EA THRESHOLD 656A A ZER 111.1. 4-214 STAIR 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 19 90 MIN. DOOR ON MAG HOLD-OPEN 4-414 STAIR 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 19 90 MIN. DOOR ON MAG HOLD-OPEN VERIFY DETAIL 4-216 ELEVATOR 3'-6" 8'-0" H HM PRE-FIN HM PRE-FIN PER MANUF. 90 MIN. SMOKE DOOR ON MAG HOLD OPEN SEE 6/AX-5.03 4-416 ELEVATOR 3'-6" 8'-0" H HM PRE-FIN HM PRE-FIN PER MANUF. 90 MIN. SMOKE DOOR ON MAG HOLD OPEN SEE 6/AX-5.03 1 EA VIEWER U698 626 IVE 4-221A STAIR 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 19 90 MIN. DOOR ON HOLD-OPEN 4-420A STAIR 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 19 90 MIN. DOOR ON MAG HOLD-OPEN Tt2ADA UNITS) INU 4-221B STAIR 3'-0" 7'-0" A HM PRE-FIN HM PRE-FIN 18 90 MIN. 4-42013 ROOF ACC. HATCH 3'-0" 6'-8" A HM PRE-FIN HM PRE-FIN 20 90 MIN. NOTE:INSTALL STOP ON BASE,TOP OR 80 Of DOOR,ON WALL,OR OTHER FIXTURE AS APPROPRIATE. 4-U21 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. DOOR ON MAG HOLD-OPEN 4-U41 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. t4Tl SET;R.02 M I��* �� " 4-U22 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 4-U42 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. TV M SCRIPTION CATALOG NUMBER FINISH FR 4-U23 UTILITY 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 4-U43 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 20 20 MIN. 5 [A L 58b14.5 X 4.5 654 IVE 4-U24 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 21 20 MIN. 1 EA ENTRANCE LOCK CS210-8500TD JAZ PLY 10-109 626 SCH Ce 1 EA FSIC CORE 23-030 EV D 626 SCH 1 EA DOOR STOP 61 652 EVE ICC ...J I EA RAIN DRIP 11A A ZER C DOOR SCHEDULE - UNITS DOOR SCHEDULE NOTES 1 EA 1NG 4S8FSBKPSA BK ZER 1 EA DOORSWEEP 81t38AA AA ZER Q o OPENING DOOR ! FRAME I FIRE 1 EA THRESHOLD 65A-223 A ZER Q w DOOR NO LOCATION I WIDTH 1 HEIGHTTYPE MATERIAL FINISH MATERIAL FINISH HARDWARE RATING; COMMENTS 1{E I AIL ! 1. ALL DOORS SHALL HAVE LEVER HARDWARE. UNO 8. INTERIOR HINGED DOORS OTHER THAN FIRE DOORS NOTE;INSTALL STOP ON BASE,TOP OR BOTTUI Or MOR,ON WALL,OR OTHER FIXTURE AS APPROPRIATE, SHALL HAVE A MAXIMUM OPENING FORCE OF 5.0 LBS W U BA BATHROOM 3'-0" 6'-8" A WOOD PAINT WOOD PAINT R-03 2. ALL STAIR AND UNIT DOORS SHALL BE SMOKE (22.2 N). HW SET:R-03 Q UJ co BR BEDROOM 3'-0" 6'-8" A WOOD PAINT WOOD PAINT R-03 PROTECTED IN ACCORDANCE WITH OSSC SECTIONS STY DESCRIPTION CATALOG NUMBER FISH MFR J Y N 716.5.3.1 AND 716.5.7.3. 9. SLIDING OR FOLDING DOORS OTHER THAN FIRE EA HIND SPB1 Rol 4 X 4 6 EVE CL1 CLOSET 3'-0" 6'-8" A WOOD PAINT WOOD PAINT R-04 nj I` �' CL2 CLOSET 7'-0" 6'-8" D WOOD PAINT WOOD PAINT R-05 DOORS SHALL HAVE A MAXIMUM OPENING FORCE OF 1 EA PRIVACY LOCK F40 JAZ 626 SCH W Z a) CL3 CLOSET 5'-0" 6'-8" D WOOD PAINT WOOD PAINT R-05 3. EGRESS DOORS SHALL BE READILY OPENABLE FROM 5.0 LBS (22.2 N). 1 EA DOOR STOP 61 852 IVE THE EGRESS SIDE WITHOUT THE USE OF A KEY OR 3 EA SILENCER SR65 GRY IVE U I 0 Z CL4 CLOSET 5'-0" 6'-8" E WOOD PAINT WOOD PAINT R-06 SPECIAL KNOWLEDGE OR EFFORT. 10.WHERE PROVIDED, THRESHOLDS AT DOORWAYS NOTE:INSTALL STOP ON BASE,TOP OR BOTTOM OF DOOR,ON WALL,OR OTHER FIXTURE AS APPROPRIATE_ CL6 CLOSET 4'-6" 6'-8" 0 WOOD PAINT WOOD PAINT R-05 SHALL BE 1/2 IN MAXIMUM IN HEIGHT. CHANGES IN CS CL7 CLOSET 3'-0" 6'-8" F WOOD PAINT WOOD PAINT R-06 4. OPERABLE PARTS OF DOOR HARDWARE SHALL BE 34 LEVEL GREATER THAN 1/4 INCH IN HEIGHT AND NOT HW SET:R-04 W CJ) X 0 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE MORE THAN 1/2 INCH MAXIMUM IN HEIGHT SHALL BE CITY pESORIPTION CATALOG NUMBER FINISH MFR O Q FLOOR. BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. 3 EA GE SPBt RCI 4 X 4 552. PIE � (' 5. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM 11.SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR 1 EA PASSAGE SET F10 JAZ 626 SCH H CO EA DOOR SCHEDULE ABBREVATIONS AN OPEN POSITION OF 90 DEGREES, THE TIME HEAD DETAIL. S 3 852 IVE EA SILENCER REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION 3R&5 GRY IVE HC-PHB HOLLOW CORE PRIMED HARDBOARD OF 12 DEGREES SHALL BE 5 SECONDS. 12.SEE 6/AX-8.14 FOR BYPASS DOOR HEAD DETAIL NUI :'WALL SI )!'UN BASE, !taw t)ItI3U!'E�JM i31-DOUR,!JN WALL,ORUEH7=Ft FIX PURL AS At'1't�u1J1^tIA'IL. TITLE GYP BD GYPSUM BOARD HW SET:R-O5 MDF MEDIUM DENSITY FIBREBOARD 6. DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT 13.SEE 7/AX-8.14 FOR BIFOLD DOOR HEAD DETAIL QTY DESCRIPTION CATALOG NUMBER FINISH MFR # DATE DESCRIPTION MER MANUFACTURER FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR 1 SET 2-OR BYPASS 60L6S BP6O STA PRE-FIN PREFINISHED SHALL MOVE TO THE CLOSED POSITION IN 1.5 14.SEE 7/AX-8.01 AND 6/AX-8.01 FOR TYPICAL EXTERIOR 4 EA FLUSH PULL 221 626 WE PRE-PR PREPRIMED SECONDS MINIMUM. HOLLOW METAL HEAD AND JAMB DETAIL AT FIBER SC-PHB SOLID CORE PRIMED HARDBOARD CEMENT. HW SET:R-OB 7. FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE AHJ. 15.SEE 6/AX-8.02 AND5/AX-8.02 FOR TYPICAL EXTERIOR QTY1 SET {k;ISRIIIPTIt3N CATALOG NUMBER FINISH MFR TIO CFCtiO STA HOLLOW METAL HEAD AND JAMB DETAIL AT WOOD SIDING 2 SA DOOR PULL 8'WIRE PULL 626 HW SET:Z-MIBC QQ Q EA migi N CATALOG NUMBER FINISH 9651 LK SMFR CE 8C EA CREDENTIAL 9691T E1LK SCE 1 EA STRATIS SOFTWARE BY OTHERS SCE REVISIONS 1 EA TRAINING ON SITE AND SETUP SCE 1 EA CREDENTIAL READER MT2OW SCH / MANUFACTURER AND ACCEPTABLE SUBSTITUTES Author Checker / / Item: Manufacturer: Substitute: DRAWN BY CHECK BY /1 , 1. Hinges/Butts: Ives (IVE) Bommer, Stanley,McKinney PERMIT SET / / \ / r-- / 2. Track: Stanley / 3. Continuous Hinges: Ives (IVE) Stanley, Pemko, STATUS / / \ / 4. Locks/Latches: Schlage(SCH) None-owner preference. �' �" /' ,-/-, ill , \ 5. Narrow Locks: Adams Rite(ADA) None 03.29.2018 \ \ / \ \ 6. Cylinders: Schlage(SCH) None-owner preference. DATE �` ` J 7. Exit Devices: Falcon (FAL) None-owner preference. \ \ / \ \ 8. Power Supplies: Schlage Elec(SCE), Von Duprin (VON) None-owner preference. 17052 RUJ R ; �\ 9. Flush Bolts/Coordinator: Ives (IVE) ABH, Trimco PROJECT NUMBER \ \, ,/ 10. Surface Closers: LCN (LCN) Nane-owner preference \ \./ \ \ 11. Stops/Catches:- Ives (IVE) Trimco, Hager 12. Overhead Stops: Glynn Johnson (GLY) Rixson A. FLUSH B. DOUBLE C. GLASS D. DOUBLE E. DOUBLE BI-FOLD F. DOUBLE BI-FOLD H. ELEVATOR 13. Push/Pulls: Ives (IVE) Trimco, Tice SWING FLUSH SWING SWING SLIDING FLUSH PANEL FLUSH PANEL SMOKE DOOR 14. Kickplates: Ives (IVE) Trimco, Tice, A4- 1 I 1 1 15. Weatherstripping/Gasketing: Zero(ZER) NGP, Pemko, TYPES 16. Door Bottoms: Zero(ZER) NGP, Pemko ©2018 OTAK, INC. / DOOR 1 i PES 17. Thresholds: Zero(ZER) NGP, Pemko 18. Silencers: Ives (IVE) Trimco, Hager If this drawing is not 24"x 36",it has been SCALE: 1/4" = 1'-0" 19. Power Transfers: Von Duprin(VON) None-owner preference. reduced/enlarged. Scale accordingly. FINISH SCHEDULE ROOM FINISH SCHEDULE - BUILDING 4otak i I 1 CODE PRODUCT I MANUFACTURER I PRONUMB RME 1 I SIZE COLOR/FINISH I COMMENTS NUMBER! ROOM NAME FLOOR MAT.!FIN. I BASE MAT.!FIN. I WALL.MAT.I FIN. I CEILING MAT.I FIN. I COMMENTS ...datigittili(lej ikk. CPT-1 CARPET INTERFACE PRIMARY STITCH - 102416 HEM GROUND LEVEL CPT-2 CARPET INTERFACE PRIMARY STITCH - 102417 FRENCH KNOT/ACCENT 4-113 CORRIDOR CARPET/CPT-1 +CPT-2 .6" RUBBER GYP BD/PT-4 GYP BD I PT-4 WOOD CEILING WHERE APPLICABLE-SEE RCPs Ota k Arc itects, Inc. PT-1 PAINT BENJAMIN MOORE REFER TO SPECS - 2166-10 GOLD RUSH/REFER TO SPECS 4-114 STAIR 1 SHEET VINYL/VYL-1 6"PT GRADE WD GYP BID I PT-4 GYP BD/PT-4 808 S hind enue, Suite 300 PT-2 PAINT BENJAMIN MOORE REFER TO SPECS - 2128-10 BLACK BEAUTY/REFER TO 4-116 ELEV SHEET RUBBER 1 SR-1 6" STAINLESS STEEL BAKED ENAMEL BAKED ENAMEL OWNER TO SPECIFY COLORS Po -nd, OR 97204 SPECS 4-121 STAIR 2 SHEET VINYL I VYL-1 6"PT GRADE WD GYP BD!PT-4 GYP BD/PT-4 mai 503.287.6825 PT-3 PAINT SHERWIN WILLIAMS REFER TO SPECS - SW 7063 NEBULOUS WHITE/REFER TO 4-U12 ELEV MECH SHEET VINYL6" RUBBER GYP BID/PT-4 GYP BD/PT-4 .otak.com PT-4 PAINT OWNER TO SPECIFY - - OWNER TO SPECIFICYSPECS 4-U13 FIRE SHEET VINYL 6"RUBBER GYP ED/PT-4 GYP BD 1 PT-4 SPRINKLER PT-5 PAINT OWNER TO SPECIFY - - OWNER TO SPECIFICY 4-U14 ELEC SHEET VINYL 6" RUBBER GYP ED/PT-4 GYP BD/PT-4 SR-1 SHEET RUBBER ARMSTRONG R8C26 18 118"x18 1/8" PUDDY I RAISED ROUND . '` TILES * } VYL-1 SHEET VINYL ARMSTRONG NATURAL 6"x36"TILE MYSTIX NEVA NA921 SWEET DREAM LEVEL 02 ‘, CREATIONS 4-213 CORRIDOR CARPET 1 CPT-1 +CPT-2 6" RUBBER GYP BD 1 PT-4 GYP BID 1 PT-4 WOOD CEILING WHERE APPLICABLE-SEE RCPs $72Q WD-1 SEMI-TRANSPARENT CABOT REFER TO SPECS 1x8 T+G RED CEDAR 4-214 STAIR 1 SHEET VINYL/VYL-1 6" PT GRADE WD GYP BD/PT-4 GYP BD 1 PT-4 BRIAN R.FLEENER A STAIN 4-216 ELEV SHEET RUBBER!SR-1 6"STAINLESS STEEL BAKED ENAMEL BAKED ENAMEL OWNER TO SPECIFY COLORS e • 4-221 STAIR 2 SHEET VINYL/VYL-1 6" PT GRADE WD GYP BD/PT-4 GYP BID/PT-4 P(IRTIANC},a 4-U21 STORAGE SHEET VINYL 6" RUBBER GYP BID/PT-4 GYP BD I PT-4 NOTE: ALL INTERIOR FINISHES TO BE COORDINATED WITH OWNER PRIOR TO INSTALLATION 4-U22 STORAGE SHEET VINYL 6" RUBBER GYP BD/PT-4 GYP BD/PT-4 OF Q 4-U23 UTILITY SHEET VINYL 6" RUBBER GYP BID/PT-4 GYP BD/PT-4 4-U24 STORAGE SHEET VINYL 6" RUBBER GYP BD/PT-4 GYP BD/PT-4 3/29/2018 STAMP LEVEL 03 4-313 CORRIDOR CARPET/CPT-1 +CPT-2 6"RUBBER GYP BID/PT-4 GYP BD/PT-4 WOOD CEILING WHERE APPLICABLE-SEE RCPs 4-314 STAIR 1 SHEET VINYL I VYL-1 6"PT GRADE WD GYP BID/PT-4 GYP BID/PT-4 4-316 ELEV SHEET RUBBER/SR-1 6"STAINLESS STEEL BAKED ENAMEL BAKED ENAMEL OWNER TO SPECIFY COLORS ,..r.. 4-318 MECH SHEET VINYL!VYL-1 6"PT GRADE WD GYP BD/PT-4 GYP BD/PT-4InL — -1 4-321 STAIR 2 SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 DBG PROPERTIES 4-U31 STORAGE SHEET VINYL 6"RUBBER GYP BD I PT-4 GYP BD/PT-4 4-U32 STORAGE SHEET VINYL 6"RUBBER GYP BID/PT-4 GYP BD l PT-4 LLC 4-U33 UTILITY SHEET VINYL 6"RUBBER GYP BD I PT-4 GYP BD/PT-4 4-U34 STORAGE SHEET VINYL 6" RUBBER GYP BD I PT-4 GYP BD I PT-4 LEVEL 04 CONSULTANT 4-413 CORRIDOR CARPET/CPT-1 +CPT-2 6" RUBBER GYP BD/PT-4 GYP BD/PT-4 WOOD CEILING WHERE APPLICABLE-SEE RCPs 4-414 STAIR 1 SHEET VINYL/VYL-1 6" PT GRADE WD GYP BD/PT-4 GYP BD 1 PT-4 4-416 ELEV SHEET RUBBER I SR-1 6"STAINLESS STEEL BAKED ENAMEL BAKED ENAMEL OWNER TO SPECIFY COLORS 4-420 STAIR 2 SHEET VINYL/VYL-1 6" PT GRADE WD GYP BD/PT-4 GYP BD/PT-4 4-U41 STORAGE SHEET VINYL 6"RUBBER GYP BID/PT-4 GYP BD/PT-4 4-U42 STORAGE SHEET VINYL 6" RUBBER GYP BID/PT-4 GYP BID/PT-4 4-U43 UTILITY SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BID/PT-4 NOTE:ALL INTERIOR FINISHES TO BE COORDINATED WITH OWNER PRIOR TO INSTALLATION 1 ROOM FINISH SCHEDULE - UNITS FINISH ROOM NAME I FLOOR MAT.I FIN. I BASE MAT.I FIN. 1 WALL MAT.!FIN. CEILING MAT.I FIN. j COMMENTS BEDROOM CARPET 1 CPT-2 MDF-PAINT GYP BD 1 PT-5 GYP BD/PT-5 BATH TILE RESILIENT BASE WATER RESISTANT GYP BID I PT-5 WATER RESISTANT GYP BD 1 PT-5 CLOSET CARPET 1 CPT-2 MDF-PAINT GYP BD/PT-5 GYP BD I PT-5 LIVING SHEET VINYL MDF-PAINT GYP BD/PT-5 GYP BD/PT-5 DINING CARPET I CPT-2 MDF-PAINT GYP BD/PT-5 GYP BD 1 PT-5 KITCHEN TILE RESILIENT BASE GYP BD 1 PT-5 GYP ED I PT-5 ♦1) ENTRY SHEET VINYL MDF-PAINT GYP BD 1 PT-5 GYP BD 1 PT-5 LAUNDRY TILE RESILIENT BASE GYP BD/PT-5 GYP BID/PT-5 WH CLOSET CARPET/CPT-2 RESILIENT BASE GYP BD/PT-5 GYP BID I PT-5 W tNOTE:ALL INTERIOR FINISHES TO BE COORDINATED WITH OWNER PRIOR TO INSTALLATION Fills Ce Q W J MN Ma a W 0 w 0 .1N W Z �- ..• D i CD LL, = o W CO of J CO 1-- N- F-- CO TITLE # DATE DESCRIPTION REVISIONS Author Checker DRAWN BY CHECK BY PERMIT SET STATUS 03.29.2018 DATE 17052 PROJECT NUMBER 1 A4- 1 ■ 1 2 ©2018 OTAK,INC. If this drawing is not 24"x 36"if has been reduced/enlarged. Scale accordingly. otakSLAB PLAN LEGEND .....iiiii.400040".4. ibik 1'-6" SPOT ELEVATION Otak Ar ts, Inc. 808 S hird Ave e, Suite 300 SLAB OPENING Portia ,, OR 97204 main - 3.287.6825 w -w.otak.com o FLOOR DRAIN FD SLAB PLAN NOTES •2O . BRIAN R.FLEENER 1. SEE STRUCTURAL FOR FOUNDATION FOOTINGS • • RORTLAND,OR 2. SEE CIVIL FOR PAD ELEVATIONS 3. SEE CIVIL FOR LIDA PLANTER OF WALL ELEVATIONS 3/29/2018 4. FLOOR SLOPES AT 1% UNO STAMP _ „Li--nui L -1-1-V-Ln_di-l_ DBG PRO PE RTI E LLC CONSULTANT it, /11 4. 1 4.2 4.3 4.4 4.6 4.8 0 y , l I 216'-6" I I y. 43'- 10112" ,. 14'-3" 19'-7" 23'-5" „ 33'- 10112" ,, 23'-5" 14'-3112" 43'-9314" 4. y 20'-5112" 31/2" 1'- 1114' 4 19'-4114" 2314" _• 10'-2314" ,4 �• 20'-5112" 2 3/4"- 10'-0" 2 3/4" _40-2314" 20'-5112" I I I I 1 I I ....... 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FOR MECHANICAL SYSTEMS& EQUIPMENT SEE ,'/_• UNLESS ...401111111110.-4•121...".-0(1114 ik 'Q OTHERW SI=R NOTED. DI=M SINGOF ROUGH OING WALLS ARE MECHANICAL DRAWINGS. ;' .^�,� '� DIMENSIONED TO CENTER OF STUD. 13. FOR ELECTRICAL LIGHTING&EQUIPMENT SEE Otak Ar } L•"�� ELECTRICAL DRAWINGS. ectS Inc. Q fir' `• 2. FOR ARCHITECTURAL ABBREVIATIONS &SYMBOL } • "' O`: `�' LEGEND SEE COVER SHEET 14. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER 808 S ' hirci A nue, Suite 300 ' , ! "' `• DRAWINGS AS APPROVED BY FIRE MARSHAL, Port nd, OR 97204 ` r.' ; '' 3, FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE mai 503.287.6825 Y• � '� .. BLDG 5...._.,, ?�` ' ! VERTICAL CONSTRUCTION ASSEMBLIES AND 15. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, .otak.com �, •-- HORIZONTAL CONSTRUCTION ASSEMBLIES SHEETS SECURITY CONTROLS AND ELECTRICAL RECEPTACLES .--- -- V•,"''` „ SHALL BE MOUNTED BETWEEN 15"AND 48"ABOVE - .-r_. 4. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR FINISHED FLOOR AND ELECTRICAL PANELS TO BE �.� I DIMENSIONS,TYPICAL NOTES, AND WALL ASSEMBLIES. LOCATED WITHIN REACH RANGE OF 48"ABOVE •1<, /e \��\\ 1 ,ti _ FINISHED FLOOR TO HIGHEST CONTROL AT GROUND 4 , $LDG-1 1_,•,BLDG __;-. __B, -3_ BLDG 4 B •6 5. SEE STAIR SHEETS AX-5.01 &AX-5,02 FOR STAIR FLOOR UNITS. 3721) L,.. _ .____-_...-______ ____ _____ __- DIMENSIONS AND OTHER STAIR INFORMATION. - 16. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT BRIAN R.FLEECIER 5-4 6. SEE ELEVATOR SHEET AX-5.03 FOR ELEVATOR DRAWING PACKAGE. • • DIMENSIONS AND OTHER ELEVATOR INFORMATION. PORTLRU,OR 17. SEE DETAIL 1 DIAX-8.11 FOR INFORMATION REGARDING 7. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY JUNCTION BOX PLACEMENT IN 1-HR WALL, AND DETAIL �yy RATING AT ALL TUB/SHOWERS. SEE 15/AX-8.11 9IAX-8.11 FOR 2-HR WALL. OF C 8. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE 18. FOR PLUMBING PENETRATIONS IN 1-HR RATED WALLS 3129!2018 AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. SEE 12/AX-8.11 FOR PENETRATIONS IN 2-HR WALLS STAMP SEE 11/AX-8.11 . 9. SEE 5/AX-8.12 FOR 1-HR RATED WALL INTERSECTION DETAILS AND 4/AX-8.11 FOR CORRIDOR TO UNIT 19. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR INTERSECTION. SEE 4/AX-8.12 FOR 2-HR RATED WALL FRAME DETAIL(AND HINGE JAMB DIMENSION). T INTERSECTION 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. , 10.SIDEWALKS SHALL SLOPE AT 2% MAXIMUM AS SHOWN MECH TO COORDINATE LOCATIONS OF VENTS AND ON PLANS. WARP CONCRETE AT WALLS AND COLUMNS SOFFITS W/LOCATIONS SHOWN ON PLANS AND DBG P R p P E RTI EC AS SHOWN TO FORCE WATER TO MIGRATE AWAY ELEVATIONS. ALL STANDARD EXHAUST VENTS TO BE LLC FROM AND AROUND WITHOUT EXCEEDING 1.5% GREATER THAN 3'-0" FROM ALL OPERABLE OPENINGS. MAXIMUM SLOPE. 11.COORDINATE LOCATION OF FIRE EXTINGUISHER CABINET DETAIL WITH FIRE MARSHALL AND PROVIDE CONSULTANT UL-RATED TYPE ABC FIRE EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL IN MANUFACTURER'S STANDARD ENAMELED CONTAINER. 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I : �, .r r .r .; '� " i1 I - '� _ __ _ �_ 1 - e : w ----- ---=-'`r it _ ' � _ 4- - RAtiMd CHECK BY - 21-9114" , I k't 1 1 1 N I 1 N I { 11 1 11 1 N 13' 1, N , 1 " PERMIT SET 23 -1 1/2' 20 -9it- or 10'-2314" 13 -2114 I 20 -8114 13 -2114 L 10 -23/4 .r -21/4 2D'-8114 ^ 13'-2114" •r 20'-8114' / 23 -3 STATUS 43'- 1D 1/2" 14'-3" r 23'-5" __ I 33' 10 1/2" 23'-5" 33'- 10112" �r 43'-9314" I 1 03.29.2018 : I' ! I -� I DATE 1 1 1 I I I I I I f' i I I ' ? J - Ir i _ I ^ - 17052 A4-3.021 PROJECT NUMBER 4. 1 4.2 ' > 4.3 4.5 4.7 � ®) ©> 4.9 �► , � I 0' 4'PE9.....8' 16' r A4.2 ■ 0 1 1 FLOOR PLAN LEVEL 01 ID 2018 OTAK, INC. If this drawing is not 24"x 36",it has been •4-2.0 SCALE: 1/8"= 1.-0" reduced/enlarged. Scale accordingly. SITE KEY PLAN FLOOR PLAN NOTES Oiak 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD 12. FOR MECHANICAL SYSTEMS &EQUIPMENT SEE -''�,r AND CENTER OF ROUGH OPENING UNLESS MECHANICAL DRAWINGS. ,- ''Q OTHERWISE NOTED. DEMISING WALLS ARE .` DIMENSIONED TO CENTER OF STUD. 13. FOR ELECTRICAL LIGHTING &EQUIPMENT SEE ELECTRICAL DRAWINGS. Otak An ' -cts, Inc. ' , A� ' .� 2. FOR ARCHITECTURAL ABBREVIATIONS &SYMBOL O,`\' �' LEGEND SEE COVER SHEET 14. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER 808 S hirdAv= ue, Suite 300 f 4 .,---- ` DRAWINGS AS APPROVED BY FIRE MARSHAL. Porti- d, OR 97204 `" mai .03.287.6825 . \,- \ ..,. Bim,5 I 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE •;-• ,� _„� • VERTICAL CONSTRUCTION ASSEMBLIES AND 15. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, ww.otak.com- ti r): '. j;I HORIZONTAL CONSTRUCTION ASSEMBLIES SHEETS SECURITY CONTROLS AND ELECTRICAL RECEPTACLES SHALL BE MOUNTED BETWEEN 1 AND 4 ABOVE � !I 4. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR FINISHED FLOOR AND ELECTRICAL PANELS TO BE ��` .�l� ' I DIMENSIONS, TYPICAL NOTES,AND WALL ASSEMBLIES. LOCATED WITHIN REACH RANGE OF 48"ABOVE • 11' } FINISHED FLOOR TO HIGHEST CONTROL AT GROUND .�4 Apr } `'. WO./ 1_,BI.DG2,. :__ ..D G`...3.r__..:i.,: 0G ' " B , i6Yr 5. SEE STAIR SHEETS AX-5.01 &AX-5.02 FOR STAIR FLOOR UNITS. 37211te DIMENSIONS AND OTHER STAIR INFORMATION. Vci 1 16. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT .. BRIAN R.FLEENER fq 6. SEE ELEVATOR SHEET AX-5.03 FOR ELEVATOR DRAWING PACKAGE. 4 s DIMENSIONS AND OTHER ELEVATOR INFORMATION. VIAND,OR 17. SEE DETAIL10/AX-8.11 FOR INFORMATION REGARDING 7. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY JUNCTION BOX PLACEMENT IN 1-HR WALL, AND DETAIL RATING AT ALL TUB/SHOWERS. SEE 15/AX-8.11 9IAX-8.11 FOR 2-HR WALL. OF 0 8. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE 18, FOR PLUMBING PENETRATIONS IN 1-HR RATED WALLS 312912018 AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. SEE 12/AX-8.11 FOR PENETRATIONS IN 2-HR WALLS STAMP SEE 11/AX-8.11 . 9. SEE 5/AX-8.12 FOR 1-HR RATED WALL INTERSECTION DETAILS AND 4IAX-8.11 FOR CORRIDOR TO UNIT 19. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR - INTERSECTION. SEE 4/AX-8.12 FOR 2-HR RATED WALL FRAME DETAIL(AND HINGE JAMB DIMENSION). INTERSECTIONS 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. _ .,--irriff\ rThr-1112-1, 10.SIDEWALKS SHALL SLOPE AT 2% MAXIMUM AS SHOWN MECH TO COORDINATE LOCATIONS OF VENTS AND ON PLANS. WARP CONCRETE AT WALLS AND COLUMNS SOFFITS W/LOCATIONS SHOWN ON PLANS AND DBG PROPERTIES AS SHOWN TO FORCE WATER TO MIGRATE AWAY ELEVATIONS. ALL STANDARD EXHAUST VENTS TO BE LLC FROM AND AROUND WITHOUT EXCEEDING 1.5% GREATER THAN 3'-0"FROM ALL OPERABLE OPENINGS. MAXIMUM SLOPE. 11.COORDINATE LOCATION OF FIRE EXTINGUISHER CABINET DETAIL WITH FIRE MARSHALL AND PROVIDE CONSULTANT UL-RATED TYPE ABC FIRE EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL IN MANUFACTURER'S STANDARD ENAMELED CONTAINER. 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ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD 12. FOR MECHANICAL SYSTEMS &EQUIPMENT SEE „.- „,- AND CENTER OF ROUGH OPENING UNLESS MECHANICAL DRAWINGS. „iiii000;40,1e.44 lik / ''V OTHERWISE NOTED. DEMISING WALLS ARE ;' ,,%••••,6' \ rr DIMENSIONED TO CENTER OF STUD. 13. FOE�I�CTRICARICAL DRAW DRAWINGS. &EQUIPMENT SEE Oak Arc itects, Inc. " ,`Q 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL O`; \' s- r ti LEGEND SEE COVER SHEET 14. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER 808 SW ird A -nue, Suite 300 1 Port nd, OR 97204 r r '� �,• ,} � DRAWINGS AS APPROVED BY FIRE MARSHAL. • ,, mai 503.287.6825 g�5-,•._ i 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE , ~ ,.'''" •� •).. `� - VERTICAL CONSTRUCTION ASSEMBLIES AND 15. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, ,otalk.com `ti• HORIZONTAL CONSTRUCTION ASSEMBLIES SHEETS RECEPTACLES ••:;�,•,..`-�` � � SECURITY CONTROLS AND ELECTRICAL ' �- -_,E.__.,;•-''�� SHALL BE MOUNTED BETWEEN 15"AND 48"ABOVE \�- '' -'_e .7:';____.,--7:5:::::1:''''' t_�_. . 11 4. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR FINISHED FLOOR AND ELECTRICAL PANELS TO BE E I ,,, �" DIMENSIONS, TYPICAL NOTES,AND WALL ASSEMBLIES. LOCATED WITHIN REACH RANGE OF 48"ABOVE a 'il [GID II `�' ~� FINISHED FLOOR TO HIGHEST CONTROL AT GROUND #"41• \. BLDG 1 ; LPG • BLDG 3 B.L*G BLDG 6AX-5.01 5. SEE STAIR SHEETS &AX-5.02 FOR STAIR FLOOR UNITS, 3720 ., - - DIMENSIONS AND OTHER STAIR INFORMATION. Vet 16. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT BRIAN R.FLEENER fq 6. SEE ELEVATOR SHEET AX-5.03 FOR ELEVATOR DRAWING PACKAGE. • • DIMENSIONS AND OTHER ELEVATOR INFORMATION. PORTLAND OR 17. SEE DETAIL 10/AX-8.11 FOR INFORMATION REGARDING 7 RATINGIA ALL TUB/SHOWRS. SEE 15 AX 8.1N WALL AND FLOOR/CEILING 9/AX-8 .111 FOR 2 R WALL.JUNCTION BOX Of IN 1-HR WALL, AND DETAIL Of 4 8. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE 18. FOR PLUMBING PENETRATIONS IN 1-HR RATED WALLS 3/29/2018 AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. SEE 12/AX-8.11 FOR PENETRATIONS IN 2-HR WALLS STAMP SEE 11/AX-8.11 . 9. SEE 5/AX-8.12 FOR 1-HR RATED WALL INTERSECTION DETAILS AND 4/AX-8.11 FOR CORRIDOR TO UNIT 19. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR INTERSECTION. SEE 41AX-8.12 FOR 2-HR RATED WALL FRAME DETAIL (AND HINGE JAMB DIMENSION). INTERSECTIONS 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. ._•.-. --`-`r 'j. 1-1-1-1" n_ 10.SIDEWALKS SHALL SLOPE AT 2% MAXIMUM AS SHOWN MECH TO COORDINATE LOCATIONS OF VENTS AND ON PLANS. WARP CONCRETE AT WALLS AND COLUMNS SOFFITS W/LOCATIONS SHOWN ON PLANS AND DBG PROPERTIES AS SHOWN TO FORCE WATER TO MIGRATE AWAY ELEVATIONS. ALL STANDARD EXHAUST VENTS TO BE LLC FROM AND AROUND WITHOUT EXCEEDING 1.5% GREATER THAN 3'-0" FROM ALL OPERABLE OPENINGS. MAXIMUMSLOPE. 11.COORDINATE LOCATION OF FIRE EXTINGUISHER CABINET DETAIL WITH FIRE MARSHALL AND PROVIDE CONSULTANT UL-RATED TYPE ABC FIRE EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL IN MANUFACTURER'S STANDARD ENAMELED CONTAINER. 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REVISIONS . 7 13B �' 1% 138 EYE / 14_ 136 113 - 11 E 13BI-j2 © 11.:q I J • I / ' Author Checker 5114.'/ 6'-91123 - 1 1211 9" 6'-2112" 4'- 11314 10251812" 5'-3314" L 8'-5314" 2'-9114"J �►51-21041123!4-0" 6'-81 ' -2114-5314" .L5'-3114" 200181/4" 5'-0" 6'-8113 -2114" 5314" 5'-210/42 -0' 6'-8 11 31 -2 1 164 5 314" �5'-3114"�, 20081/4" _,'I 5'- 0" 6'-8113''-2164;5314" 5'-3" ' 20' 8 1/4" 4'- 11314' 6'-2112" � 5'-9" 6'-9" 4'-51I4'E � / ,, ! ., d h' d' •' , •�' DRAWN BY CHECK BY 13' 3/4" 23'- 1 1/2" / �' - jj I PERMIT SET 43'- 10 1/2" / 14'-3" ,f, 23'-5" ' �, 33'- 10 1/2" 23'-5" 33'- 10 1/2" 43'-9 3/4" STATUS ipo 03:29.2018 4. 1 4.2 4.3 4.5 1 (..1...7) 4.9iiii) DATE Allk (a i A4-3.02I 4 © 2 17052 MO 1410 %Me PROJECT NUMBER r rI IrCe r 0' 4' 8' 16' A4-2 ■ 031 FLOOR PLAN LEVEL 03 ©2018 OTAK,INC. if this drawing is not 24"x 36",it has been ■4-2.0 SCALE: 1/8"= 1'-0" reduced/enlarged. Scale accordingly. SITE KEY PLAN FLOOR PLAN NOTES 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD 12. FOR MECHANICAL SYSTEMS & EQUIPMENT SEE AND CENTER OF ROUGH OPENING UNLESS MECHANICAL DRAWINGS. r,',"rQ OTHERWISE NOTED. DEMISING WALLS ARE ,,,iiii001:44..",44 iith • •...' �Y DIMENSIONED TO CENTER OF STUD. 13. FOR ELECTRICAL LIGHTING&EQUIPMENT SEE AO • \ 2. FOR ARCHITECTURAL ABBREVIATIONS & SYMBOL ELECTRICAL DRAWINGS. Oak in C S� Inc. , • • ;‘ Q',.i 808 • Third A -nue, Suite 300 !• LEGEND SEE COVER SHEET 14. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER / Port :nd, OR 97204 ti; ,�,,',. �. • DRAWINGS AS APPROVED BY FIRE MARSHAL. ma 503.287.6825 BLDG 5 j 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE �.�, VERTICAL CONSTRUCTION ASSEMBLIES AND 15. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, www.otak.com ;•. it HORIZONTAL CONSTRUCTION ASSEMBLIES SHEETS SECURITY CONTROLS AND ELECTRICAL RECEPTACLES > 5 AND8 :•;,, . ._.__ ' � I; SHALL BE MOUNTED BETWEEN 1 4 ABOVE • /:: \ � u�' I I 4. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR FINISHED FLOOR AND ELECTRICAL PANELS TO BE '� �-��•�� f f-' I I . - DIMENSIONS, TYPICAL NOTES,AND WALL ASSEMBLIES. LOCATED WITHIN REACH RANGE OF 48"ABOVE - •�. 1 �� :,\ ^' = ,, �� i I �_ ,�,.., _: -�- -- i FINISHED FLOOR TO HIGHEST CONTROL AT GROUND ,�:�� .- •• . L BLDG 1 BLDG 2 , • 3;.. 1. 4 BLDG:6 5. SEE STAIR SHEETS AX-5.01 &AX-5.02 FOR STAIR FLOOR UNITS. • 3712f%,, • DIMENSIONS AND OTHER STAIR INFORMATION. C : \ I j 16. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT BRIAN R.FLEENER 6. SEE ELEVATOR SHEET AX-5.03 FOR ELEVATOR DRAWING PACKAGE. * • DIMENSIONS AND OTHER ELEVATOR INFORMATION. PORTLAND,OR 17. SEE DETAILIO/AX-8.11 FOR INFORMATION REGARDING 7. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY JUNCTION BOX PLACEMENT IN 1-HR WALL, AND DETAIL RATING AT ALL TUB/SHOWERS. SEE 15/AX-8.11 9/AX-8.11 FOR 2-HR WALL. iiF O • 8. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE 18. FOR PLUMBING PENETRATIONS IN 1-HR RATED WALLS - 3/29/2018 AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. SEE 12/AX-8.11 FOR PENETRATIONS IN 2-HR WALLS . STAMP SEE 11/AX-8.11 . 9. SEE 5/AX-8.12 FOR 1-HR RATED WALL INTERSECTION DETAILS AND 4/AX-8.11 FOR CORRIDOR TO UNIT 19. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR INTERSECTION. SEE 4/AX-8.12 FOR 2-HR RATED WALL FRAME DETAIL(AND HINGE JAMB DIMENSION). -... INTERSECTIONS j` I€__ 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. ••,..._ � '1 ' -t 10.SIDEWALKS SHALL SLOPE AT 2% MAXIMUM AS SHOWN MECH TO COORDINATE LOCATIONS OF VENTS AND ' ON PLANS. WARP CONCRETE AT WALLS AND COLUMNS SOFFITS W/LOCATIONS SHOWN ON PLANS AND D BG PROPERTIES AS SHOWN TO FORCE WATER TO MIGRATE AWAY ELEVATIONS. ALL STANDARD EXHAUST VENTS TO BE LLC FROM AND AROUND WITHOUT EXCEEDING 1.5% GREATER THAN 3'-0"FROM ALL OPERABLE OPENINGS. MAXIMUM SLOPE. 11.COORDINATE LOCATION OF FIRE EXTINGUISHER CABINET DETAIL WITH FIRE MARSHALL AND PROVIDE CONSULTANT UL-RATED TYPE ABC FIRE EXTINGUISHER WITH 10 POUND NOMINAL CAPACITY AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL IN MANUFACTURER'S STANDARD ENAMELED CONTAINER. SEE 14/AX-8.11 FOR RECESSED FIRE EXTINGUISHER DETAIL A4-3,p11 Mk 4. 1 4.2 4.4 4.6 4.8 8 •4-40lip - • 1 216'-6" L .,, 43'- 10 1/2" 4 33'- 10" .k 23'-5" .� 33'- 10 1/2" 23'-5" .1, 14'-3 1/2" et. 43'-9 3/4" 1 di 23'- 1112" 20'-9" `� 13'- 1314" 20'-81/4" 13'-21/4" y 10'-23/4" 13'-2114" 20'-81/4" 13'-21/4" 10'-2314" L 1 ,, 20'-81/4" 23'- 11/2" ,� 2 - 10" 4'-51/4", 6'-9" 5'- 9" 6'-2112" 4'- 11 314 10'-51/2" 5'-3314" 6'-51/4" 1. 6'-8112" 5'-0" 10'-5" 5'-3114" 6'-53/4" L. 6'-81/2" 5'-0" 5'-2314" 6'-5314" 6'-81/2" 1 5'-0" 10'-5" 5'-31/4" 6'-5314" y 6'-81/2" 1 5'-0" 5'-2314" (3'-0" 8'-5314" 5'-3" 10'-51/2" 4'-11 3/41 6'-21/2" 5'-9" 6'-9" 4'-51/4" • © I I I `� I I AX-8.07 X-8.03 5 I 0 ` AX-5.02 TYP TYP AX-8.03 AX-8,03 11 13B 13B-- F13- I �'-� I • . 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E -13B 130- I Author Checker .(4'-51/4" 6'-9" 5'-9" , 6'-2112" 4'- 11 3/4", 10'-51/2" .5'-33/4" 8'-53/4" 3'-0" ,5'-23/4" 5'-0" , 6'-8112" , 6'-53/4" 5'-31/4" 10'-5" 5'-0" I, 6'-81/2" , 6'-53/4" ,5'-23/4' 1, 5'-0" 6'-81/2" 6'-5314" 5'-31/4" 10'-5" 5'- 0" 6'-81/2" 6'-53/4" ' 5'-3" 10'-5112" 4'- 11 3/4", 6'-21/2" 5'-9" 6'-9" 4'- 5114", Jr ' .,i " r" • or •I •r DRAWN BY CHECK BY 23'- 1112" 20'-9" 2 -9114" 10 -2314" �, 13'-2114" 1, 20' 8114" Jr 13'-2114" 14'-2314" 13'-2114" L 20'-8114" 13' 2 1/4" 20'-8114" 23'- 1112" .t- •{ •r PERMIT SET f 43'- 10 112" 14' 3" 1. 23'-5" 33'- 10 1/2" �, 23'-5" / 33'- 10 1/2" •, 43'-9 3/4" STATUS 03.29.2018 4. 1 4.2 4.3 4.5 1 E..7) 4.9 - 111, DATE Alk 4 17052 A4-3.021 �� PROJECT NUMBER 0' 4' 8' 1!--6.i---i,6' A4-2 . 04 2 0 4 1 FLOOR PLAN LEVEL 04 ©2018 OTAK, INC. if this drawing is not 24"x 38" it has been A 4-2.0• SCALE: 1/8"= V-0" reduced/enlarged. Scale accordingly. ROOF AREA VENTILATION SITE KEY PLAN ROOF NOTES Otak VENT FREE AREA(sqft) NAME AREA(sqft) 1. VAPOR BARRIER AT INSULATION TO BE LOCATED ON REQUIRED PROVIDED WARM SIDE OF INSULATION. rnifill01. 11,441 ki6. AREA 1 11,763 39.21 41.25 • / \•Q2. SEE 6/AX-8.06 FOR PIPE PENETRATIONS- AREA 2 267 0.89 2.75 ' f`Q Otak Ar- ' -cts, Inc. Q`., `. ,-" ..--:-c-40.% .-•-• 3. WALK PADS TO BE PROVIDED FROM ROOF ACCESS 808 S hird Av; ue, Suite 300 AREA 3 355 1.18 2.75 ..� f DOOR TO ALL MECHANICAL EQUIPMENT(VERIFY Porti- d, OR 97204 , -.• =' LOCATION OF ALL EQUIPMENT PRIOR TO PROVIDING mai 503.287.6825 <• . ,'• •� .(5 ,' BLDG 5.-,._ 5._,_ 1 LAYOUT) 'ww.otak.com % , \ ' 4. A ALL DOWNSPOUT LOCATIONS PRVIEA SPLASHBLOCK AT THE ROOF AREA NOT TO EXCEED 3000 sqft.VENT FREE AREA • • ' E MUST NOT BE LESS THAN 1/300th OF THE ROOF AREA \,. BLDG 1 B ,+ 6. PROVIDE VENTILATION OPENING FROM MAIN ROOF 'ik 7 1P% SPACE PER OSSC 1203.2 EXCEPTION 2. - BO -4 BLDG 6 0 TO CRICKET AREAS. ' \ `. BRIAN R.FLEENER w e PORTLAND,OR LEGEND OF O 3/29/2018 STAMP STANDING SEAM METAL ROOF Hill ': Iii ! 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HORIZONTAL FIBER REINFORCED WRAP AROUND CORNERS INTO RECESSED AREAS 808 Third • enue, Suite 300 [----_ CEMENTITIOUS LAP SIDING W/6" UNLESS OTHERWISE NOTED. Po -nd, OR 97204 : ma 1503.287,6825 EXPOSURE-PT-2 4. SEE 8/AX-8.03 FOR TYPICAL SEALANT JOINTS. www.otak.com 4.0 4.B 4'A I PANELFIBER T RIIVI�FO TCDD CEMENTITIOUS 5, SEE 6/AX-8.06 FOR TYPICAL ROOF PENETRATIONS. r WALL MOUNTED BIKE RACK 6. SEE SHEET AX/-8.11 FOR DETAILS AT ELECTRICAL a • . 0 63'_6" -r 29'-0" 5'-6" LIGHTS, COMMUNICATION PANEL AND EQUIPMENT. , s FDC FIRE DEPARTMENT CONNECTION 7. SEE 7/AX-8.05 FOR SADDLE FLASHING DETAILS AS 370 reA 29'-0" 1 SEE EXTERIOR FINISH SCHEDULE NEEDED. FOR FINISH INFORMATION. 8. SEE 6/AX-8.06 FOR ELECTRICAL AND MECHANICAL BRIAN E.FLEENER ci TO HIGH ROOF PORTLAND,0R ® 2 - - PENETRATIONS. 2 TYP. AT FIBER - 44 -0 • -8.0, • -8,0 8.0 CEMENT T.:----- --- �� 9. SEE 17/AX-8.01 FOR OPENING WEATHER WRAP DETAILS. OF a lf NP' -; _ _ - - - TO LOW PARAPET op 39'- 10" 10. 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TYP.AT TYP.AT FIBER WOOD CEMENT SIDING 0' 4' 8' 16' A4_3 • 0 1 BUILDING 4 - EAST ELEVATION imm020180TAK,INC. ,4-3.0 SCALE: 1/8"= 1'-0" e If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. ELEVATION LEGEND ELEVATION NOTESotak 1 1 VERTICAL WOOD SIDING-WD-1 1, SEE BUILDING FLOOR PLANS FOR DOOR TAGS .....iiiiellie,.- VERTICAL FIBER REINFORCED 2. SEE THE SHEET A4-1.11 FOR WINDOW AND DOOR 1 H H 1 CEMENTITIOUS PANEL SIDING 12"X SCHEDULES. 48"STAGGERED-PT-1 3. SIDING TYPE, REVEALS & BUILDING COLORS SHALL Ota k • •te JL ,, Inc. WRAP AROUND CORNERS INTO RECESSED AREAS 808 Third • enue, Suite 300 HORIZONTAL FIBER REINFORCED UNLESS OTHERWISE NOTED. Pa and, OR 97204 CEMENTITIOUS LAP SIDING W/6" m-• 503.287.6825 EXPOSURE-PT-2 4. SEE 8/AX-8.03 FOR TYPICAL SEALANT JOINTS. www.otak.com 1 I FIBER REINFORCED CEMENTITIOUS PANEL TRIM- PT-3 X 8 5, SEE 61A .06 FOR TYPICAL ROOF PENETRATIONS. U WALL MOUNTED BIKE RACK 6. SEE SHEET AX/-8.11 FOR DETAILS AT ELECTRICAL Lli lc LIGHTS, COMMUNICATION PANEL AND EQUIPMENT. , FDC FIRE DEPARTMENT CONNECTION 7. SEE 7/AX-8.05 FOR SADDLE FLASHING DETAILS AS BRIAN3� � 4.A 4.B 4.0 4.D 4 SEE EXTERIOR FINISH SCHEDULE NEEDED. 63'-6" FOR FINISH INFORMATION. 8. SEE 6/AX-8.06 FOR ELECTRICAL AND MECHANICAL ; • PENETRATIONS. PORTLAND'OR 29'-0" 5'-6" 29'-0" e • 9. SEE 17/AX-8.01 FOR OPENING WEATHER WRAP DETAILS. OF Q • Akh' 41111% 10. DOORS INTO ELECTRICAL ROOMS SHALL BE MARKED 3/29/2018 �� WITH A PLAINLY VISIBLE AND LEGIBLE SIGN STATING STAMP "ELECTRICAL ROOM." METAL PARAPET ® 2 CAP FLASHING 11. SIGNAGE TO BE MOUNTED ON ALL FIRE DEPARTMENT TO HIGH ROOF AL ____T___ 2 44'-0" CONNECTIONS SERVING AUTOMATIC SPRINKLERS, • -8.0, -8.0 {_ STANPIPES OR FIRE PUMP CONNECTIONS AND BE 1.. -1' --- / -8.0 TYP.AT FIBER !-• I I VISIBLE FROM THE PUBLIC RIGHT-OF-WAY. SIGN SHALLFA-Lr C-1-1111-1,._ 1 TYP. CEMENT I I TO LOW PARAPET INDICATE DESIGN PRESSURE OF FIRE PUMPS WHERE - - --- ---- - I 39'- 10,1 U ___.__-- PROPERTIES I ., ' I _ 0 I LEVEL 04 TO PLATE 12. BUILDING ADDRESS NUMBERS SHALL BE PLACED IN A LLC 35'_ 10" POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET. NUMBERS SHALL BE A MINIMUM OF 4 / __ -____T- / --_ \ ___:. \ I HORIZONTAL LAP INCHES HIGH WITH AMINIMUM STROKE WIDTH OF 0.5 -_....._............ / -� \ INCHES. CONSULTANT it I-----__ SIDING 13. SEE 4/AX-8.07 FOR KNOX BOX DETAILS. • I 1 _ LEVEL 04 •-.__-I ' 0- ' I I -p I_.._.-_-.. PAINTED FIBER CEMEN27'- 9 112" \ / CP \ 1 / gi I / 0 PANEL TRIM AROUND \ �/ ...__-._.,_'_� \ �� ...._......_...�._ wor w tires/ / - / .:_.: --I �- WINDOWS-TYP 1 1 . . --- ----- --- --- __ �� } - - -8:0 TYP. AT FIBER I- I CEMENT LEVEL 03 �]- I I --G I 18'--6 1/4"' i :- ------ / =-:- -"-. : ,\ -- -- _- \ VINYL WINDOW, TYP • / -� aµ_Vi / __ - - WWW-- I- ---- --'- I g --- _ =.,,�- - .. ... .. - - LEVEL 02 II. 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Scale accordingly. • -4.1 SCALE: 3/8"= 1'-0" • ,,.4.1 SCALE: 3/8"= V-0" €.1!1....0 RIDJ RI €...FrZ,Ir, 13'-T' 13'-7" 4": , CLEAR WIDTH CLEAR WIDTH STAIR GENERAL NOTES bk. ki.. Otak 6 6 1. SEE A4-1.01 FOR ASSEMBLY TYPE DESCRIPTIONS • -5.01 � • -5.01 � 21 21 r 2. ARCHITECTURAL ELEVATION OF 0'-0"IS ASSUMED AS _....,00•-•.4 kh, THE TOP OF SLAB ELEVATION FOR ARCHITECTURAL . . L-F-, a -4,-; II i 'R;- DRAWINGS. SEE CIVIL DRAWINGS FOR ACTUAL Otak I .� � �._..---_..__.._.__ _ _ .� .i BUILDING ELEVATION. A hit ts, Inc. _ I 3. HANDRAILS TO EXTEND A MINIMUM OF 12"AT THE TOP 8+• rd Ave ue, Suite 300 _ � � ~' `. � Portia d, 0R 97204 OF THE STAIR AND THE LENGTH OF ONE TREAD AT THE I v i ,..) ;` I ❑ BOTTOM OF THE STAIR, SEE DETAIL 5IAX-8.20 main 03.08 k682r5 . 5 AX-5.01 'S AX-5.01 ;-- i -. - 4. HANDRAILS TO BE 3'-0"ABOVE STAIR NOSING SEE _� I DETAIL 8/AX-8.20 , 5. SEE STRUCTURAL FOR STAIR AND LANDING FRAMING r ' PARTIALmy HEIGHT I2 , = 6. 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SUMP SIZES WITH STATUS gilk STAIR 1 M ----, 11 =IT- . • „1- 3 -- ii- ,m7"-FOTT, Ax-8.21 ..7.-- IETL=.. fltt, -- r - . ' if - -111.,-„ikr6r --,1-....'' --.4.' • - lir -..) - - $7' - --i4.4-1. '"7.-4-1' `r.- MANUFACTURER. 0129.2018 ._ 'ci_'7.411 io 4:t" -: '.:' " 4-'......-,'•,-: -' .1--4 .-.•. '1 ;-.,, ..T DATE AX-8.1 n ..,(3.-dia .-47 •d• . ;.. • • , • .1 • • IN........ .-2:,,,MM 64=V .-.. : •“. . ! .,‘ -. 1.- ' '.- • ' . -... *".. ' ' ; : • :S.. rk 2(.4 ' 1.. i., 17052 WATERPROOFING TYP; '' I Al - Ilii -11 _ ! - • , _ --Am I. ILL= .--,_-,9 L:gs-=. 1 c- i . ' 1- 11:1:I i 4-I. - - - .,-.-'4.1.---21Z I. 1114i1r.,`=-11Miiiin iiiirRAW --1 ' '.-..:-• ;•,----4, ' =-111M011011M'-'i .111M11111-II '=Illnir_P- -.'IgIRIZIIII III- . It'• AWN V.'..- 2'x2'x2SUMP PUMP PIT II -i• ,IIMIlligli -1101111m111 IIIMJM-11.-111 -1,,---1. BEYOND A)(7 5 • 0 3 5 MECHANICAL SHAFT SECTION 2 4 MECHANICAL SHAFT SECTION 1 3 ELEVATOR AT TYPICAL LEVEL 1 ELEVATOR CROSS SECTION I .2018 OTAK, INC. A -5.0 SCALE: 1/4"= V-0" . _5,0 , SCALE: 1/4"= 1 -0" £ _5.0 SCALE: 114"= 11-0" . _5.0 SCALE: 114"= 1'-0" If this drawing is not 24"x 36,it has been reduced/enlarged. Scale accordingly. FILLER 30" ,r N GENERAL NOTES - UNITS .i .1. Otak _ ..._ �.",\ „..., _.,.._, .• -, / 11 A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF ., _ i __> �' `, , , , 10 ,'' �`\ / ROUGH OPENING UNLESS OTHERWISE NOTED. ., _ _ _ __________ ___,____„____ �� „ -_ op ,-- / / �� '� \` B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS } _` '_ - __ __ _ / LEGEND SEE COVER SHEET. Otak Ar ' • ' ES, Inc. OPEN t - - -7- BEYOND \\ j Q / ��\� J �\�pyp�/ / N C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 SW ird Ave e, Suite 300 II IF SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Portia ', OR 97204 SHEETS. main X3.287.6825 - / C> w 'w.otak.com 0 0N D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE 0 - kr ai ----(-77) f �,, ■ AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. _ o N II r- O O 0 Q I I E. SEE 1/AX-8.12 & 2/AX-8.12 FOR NON-RATED WALL .i ccifINTERSECTION DETAILS AT 1-HR WALLS AND 1-HR 72t# FLOORS. BRIAN R.fLl~ENfR 4 �' \. ~ DW ----. F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND �. , e es ,''� OTHER CONTROLS SHALL BE 48" HIGH MAXIMUM ABOVE %30RTLAND 0 FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONS WALES SHALL BE MOUNT DUTLETS BETWEEN 15"AND 48" ON 1' ,, • . RECEPTACLES ABOVE FINISHED FLOOR. O - ` 31 1/4" 30" L 30" J 12" 1,_ 24" L 24" 30" 18" L 3/29/2018 VERIFY W/MFRAir VERIFY W/MFR ''VERIFY W/MF G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST 4A 4B CONTROL AT GROUND FLOOR UNITS. 0 (� H. SEE DETAILS 9/AX-8.11 & 10/AX-8.11 FOR INFORMATION INTERIOR ELEVATION KITCHEN REGARDING OUTLET BOX PLACEMENT AND DETAILS 11/AX-8.11 & 121AX-8.11 FOR PLUMBING PENETRATIONS �L 1_ FOR ONE HOUR RATED WALLS. �i �-'� SCALE: 1/2"= 1'-0" I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR DEM PRO PE RTI ES FRAME DETAIL AND HINGE JAMB DIMENSION. LLC J. SEE 17/AX-8.13 FOR WATER CLOSET AND SHOWER 01 BLOCKING LOCATIONS AND TYPE A UNIT WASHER I C01 D1 DRYER REQUIREMENTS. CONSULTANT 2 02 I ,l= -7 02 ) K. SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL. AL.--• - 'k ' 12 f L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES I AT ALL FLOORS. M. ALL FAUCETS TO HAVE LEVER HANDLES. € € 11 /// \ N. WATER HEATERS TO BE STRAPPED TO BLOCKING -TYP -� 0 13 € I WALL SEE 6/AX-8.13 € € 05 € I \ € i - • € 1 1 FT...........". L J L J L - _1 L I _J /, LJ C] of o e r 1 M _. I � U ��\\ O =\ I 0 . i = INTERIOR ELEVATION KEYNOTES L j1 • Iii .„ . 1. SHOWER CURTAIN ROD v- 16" 1 22" L r SHOWER CONTROLSAi' ., •I' 2. TUB/SHOWER ENCLOSURE 60" 35 1/2" 38" 1, 15" 30" 15" 1 34"-L , VERIFY WI MFR .' VERIFY W/MFR •` ^ • VERIFY Wl MFR 3. BLOCKING IN WALL FOR FUTURE GRAB BARS REQUIRED AT GROUND FLOOR UNITS ONLY. SEE 3A 3B 3C 3D 1/AX-8.11 CO 4. LIGHT FIXTURE CENTERED OVER MIRROR li INTERIOR ELEVATIONS BATHROOM 1, 5. TOILET PAPER DISPENSER @ 18"-24"AFF Z SCALE: 1/2"= 1'-0" 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING LLI 23'-5" 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING EQEQ 10'-0" I 12'-8 3/4" i. 10'-8 1/4" 11 --a, •{` ,•' •' EXTENDED DECK f EXTENDED DECK 8. REMOVABLE CABINET, CONTINUE FLOORING r t. 1 ABOVE WHERE IT r - ]� r - WHERE IT OCCURS UNDER CABINET. SEE 21AX-8.11 rg € i OCCURS i € i.1 GUARDRAIL WHERE 9. BASE AND WALL AND FLOOR FINISH CONTINUED a o -8.0 I in € IT OCCURS BEHIND APPLIANCE 1 OVERBUILD SLOPE I a cece I 10. RANGE EXHAUST HOOD W I . • • ' ISLOPE11. COUNTER34" - � -r- . , ..• • : - • • • - _ _ - _ - ; _; •- ' - i - ALLTYPEAUNIT AND 36"A F AT ALL SINK RIM AND WORK SURFACE TOBE Cl) N 2 77\ 1 MAX AFF.ATS, • • , • , ; I. , - • -8.0 w DECK r OTHER UNITS Z a. Ci D Ma • • - • - AT 0 I 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" = N wI t • DECK LEVELS 2-4 7Jr� MAXIMUM AFF. OFCI CI] - _ • -. . „ : , ......._... ,r--- _ __ !L_J :ri , 13.WASHER/DRYER (n _ 14. PAPER TOWEL DISPENSER � Si O LIVING ROOM ..' 4%-‘ ,._ EQ , ,' - 'EQ M UI ti ❑ a 15. SOAP DISPENSER LL I- -- _ ,•' 16. SEAT COVER DISPENSER O QZ • ' ' , _ ' ` ' • r _ ..• _ _ ,. : .. • • MF BEDROOM o 17. TOILET PAPER DISPENSER 1 h I- "' ._ : - ' ' _ •.LIVING ROOM ' - • • ` ' - . - 2,- 0� 6'_0" TITLE _ _ . - :, - - - _ - EDROOM 26B LL26BBELOW 1L-L- , - • ' B a # DATE DESCRIPTION -A I -. =' -: '' : - ' .-' -' . - - - " ' • • C) ' - - :•-'s ..- :• • "- .'-- -.' -•.- • - 3'-0" - . ----- DW I I BR N O SMOKE DETECTOR - NA w �. 4B i ! 1 I I: - •.• ' • - ' CLOSET - ' i I ; r- -_1-_t z _ I: `;' FIXTURE MOUNTED LIGHT = '.._ ._ _.... __ I KITCHEN WIRE SHELF --r-d --a - ,i •- - _ -' f�X-5.111 ; o e �. EC I I I ' N I I WALL MOUNTED LIGHT FIXTURE L FOF KITCHEN- ---- -, i Fl- a in -� W -D- REF °° 26B WID DASHEDMR S r� En REVISIONS -- - - - .--7s • 'EQ- . , EQ .& _ - ' _ - • _ - _ --- 0 0 - - N J .�. MOISTURE GYP BOARD SIDE M ISTD • BATH ' CLOSET - � _. _,r € ENTRY . J- -� Car � w i r---- J31 AX 5.11 �38._ I ELECTRICAL PANEL SEE 141AX-8.11 Author Checker �' "r re I i COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY to 3 1 BATH i L --'. W U ^ ✓;',i 3C 67 EXHAUST PERMIT SET o : h ENTRY - t , , ; wr-i ., _ 0 ■' - � 1 I 7 1 EXHAUST-WALL VENT STATUS 43.29.2018 ( ' F '1` r I DATE I d 1 6 1, EQ L EQ CENTER 17052 OVER MOISTURE RESISTANT PROJECT NUMBER VANITY I I� GYPSUM L5'-23/4" 3'-81/2" 5'-51/2" 9'-0114" L q Ax.5 . 1 1 UNIT 1 B E D - TYPE B - RCP UNIT 1 BED - TYPE B ©2418 OTAI{,INC. A. If this drawing is not 24"x 36",it has been SCALE: 1/4"= 1'-0" 41, SCALE: 1/4"= 1'-0" reduced/enlarged. Scale accordingly. 1 114" 30„ FILLER x J GENERAL NOTES - UNITS ot a k „\ .\ ."\ /� \\ ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF \� 10 ,,/ \�� \ V ROUGH OPENING UNLESS OTHERWISE NOTED. _ � I! -' -- -71--- - - \ B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS ....iiiiipoiroppiiiiiia• ilk ,' OPEN, LEGEND SEE COVER SHEET. Otak A Cts, Inc. -} /�`- --7-/- . -�\�-- -,= BEYOND \ C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 S Third A -nue, Suite 300 .\�,� �.'� V#� . Q� SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Po :nd,OR 97204 • 1 k / ell SHEETS. maw 503.287.6825 \ \ www.otak.com O O _ 110111 f.-: 0 / \ ' D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE m / �` � � �� / fl � 'F 08 AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. �+ � �e iv OT �O f - o E. SEE 1/AX-8.12 & 2/AX-8.12 FOR NON-RATED WALL 144-14 � 1` o m L O Q INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR 09 FLOORS. 3721 , 1 II' . d :MAN R.FL NER4 �� _ H ,' DW �� _� F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND �� OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE P�I�T1,4Nt7,4R ■ .. :� ' `c' �` '�7 ,' FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONS .`.� �,'� /� .� �, .\ ,, (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON - - - - v - - 1 WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" OF Q ',- - • ..• •I► I. 1,• '• `► ABOVE FINISHED FLOOR. 31 114" L 30" 30" I, 12" , . 24" .k./ W/MF REMOVABLE 18" G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP 3/29/2018 REMOVABLE VERIFY W/MFR RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL AT GROUND FLOOR UNITS. 4A 4B 'SEE 16/AX-8.13 FOR SINK CABINET DETAILS H. SEE DETAILS 9/AX-8.11 & 10/AX-8.11 FOR INFORMATION A- REGARDING OUTLET BOX PLACEMENT AND DETAILS illINTERIOR ELEVATIONS KITCHEN 11/AX-8.11 OR ;E HOUR RATED WALLS. PENETRATIONS U ! �`--�--L� SCALE: 1/2" = 1'-0" I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR DEA PROPERTIES FRAME DETAIL AND HINGE JAMB DIMENSION. LLC 04 01 J. SEE 17/AX-8.13 FOR WATER CLOSET AND SHOWER / 12 BLOCKING LOCATIONS AND TYPE A UNIT WASHER/ 04 \ 02 ) DRYER REQUIREMENTS. CONSULTANT l - , j K. SEE 31AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL. L L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES AT ALL FLOORS. M. ALL FAUCETS TO HAVE LEVER HANDLES. BLOCKINGPi �i /// MD N. WATER HEATERS TO BE STRAPPED TO 08 WALL SEE 6/AX-8.13 f 4 1 in I J F--/- ' 09 1 I / [D �� j n..n L J\-L 1 L r , 1 f Z 05 ,-' 1 -. rZ 09 c INTERIOR ELEVATION KEYNOTES 1.,___ J , - ... ,. .„ - iim ,� 11• •� 1. SHOWER CURTAIN ROD 28" � 16" 60" 1 2. TUB/SHOWER ENCLOSURE 35" 36" VRFY WI MFR • '' VERIFY W/MFR REMOVABLE YY 3. BLOCKING IN WALL FOR FUTURE GRAB BARS SHOWER CONTROLS REQUIRED AT GROUND FLOOR UNITS ONLY. SEE 1/AX-8.11 Cn 3A *SEE 17/AX-8.13 FOR TYPE A FIXTURE DETAILS 3B *SEE 20/AX-8.13 & 8/AX-8.13 FOR SINK DETAILS 4. LIGHT FIXTURE CENTERED OVER MIRROR ■ 5. TOILET PAPER DISPENSER @ 18"-24"AFF INTERIOR ELEVATIONS BATHROOM W SCALE: 112"= 1'-0" 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING EQ EQ 10'-0" Fn. i. q23,-5„ c 8. REMOVABLE CABINET, CONTINUE FLOORING /1/ UNDER CABINET. SEE 2/AX-8.11 iris 1 12'-8 3/4" 10'-8 1/4" GUARDRAIL '� 9. BASE AND WALL AND FLOOR FINISH CONTINUED ❑ -8.0 1 OVERBUILD SLOPE -\ I.I I BEHIND APPLIANCE a LL - I SLOPE - .- t_ . ,:_... ��r ri; ,.. . . .A \ - .1 .J� 10. RANGE EXHAUST HOOD < 11-1 _ , i- - / ,' .; 1 11. SINK RIM AND WORK SURFACE COUNTER TO BE 34" N ' ' - • - r _ 1 -=-, €r w r MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF. AT ALL CO Y -8 0 -8.1 i i a DECK OTHER UNITS Q o • r ' - • -• AT SILL �� I r N r' DECK - ----- ,` 1 4 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" I '€ MAXIMUM AFF. OFCI ti o 13. WASHER/DRYER �r OCY 14. PAPER TOWEL DISPENSER O 15. SOAP DISPENSER i1 LIVING ROOM 26B� BEDROOM = N. < Z • r 4_ 16. SEAT COVER DISPENSER LIVING ROOM_ N F.■ D . , co 17. TOILET PAPER DISPENSER N. �' 7 1/2"-_ _ 2' 8" ,, 8 -0 1/4 vie o • . . ; _ , • • • - • - ' BEDROOM' ' TITLE r ._ is --- -_.. .... j # DATE DESCRIPTION : • ... : .' '. , O• - • • •, • • w = UNIT LEGEND t CO • " DINING CL3 SMOKE DETECTOR ` I. - - BR • 4 - � - -- v �, • •DINING..' . - ' ' - . . .EQ -,:a '_ - . -.. ' : • (--k.6.4.=-= -a� .� 6 -°� "ir ; - 1w I ' - 66 p 66 0 W4:11 c, CEILING SURFACE MOUNTED LIGHT _ a WIRE SHELF1 �;, \ FIXTURE BELOW ....� - ; . , {�' , ., • : �� o o -T`- i / D C�'-61 --Jo 11 r� ' ® I i WALL-MOUNTED LIGHT FIXTURE r T� ' w ------ DW I I 7.:-- ® N EC ,' • ' • , .,"BAT_H'•' ----•-,- - -J \\ • MR GYP ON REVISIONS a ---_ _ _ r_ - ��r oAs SIDE MOISTURE GYP BOARD Lu KITCHEN: -ENTRY , . oNTE #. . _1t_ i I i.. r -�- � \� VANITY �-1 _ KITCHEN' AX-5 ENTRY ' � u-- ---BATH •N _, i __ - Author Checker ' € ir €; i 3AB-- -� - ELECTRICAL PANEL SEE 14/AX-8,11 s r . - •' - 00 € I. --- -- - € € r I COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY d w . . . , ;u _a._ .s_.. 4A-1-4- .- PERMIT SET w , - EP i AX-5.1 B`� V EXHAUST ---_Q- REF -. J E STATUS -- - '•--.-,-.n••••-71,777•7 S--: , , • • -.. • - Q �� -- ' - T I �( I EXHAUST-WALL VENT - ! - :w' mow. a A 1=9 03.29.2018 -Ni--- • 1 c . I • N I v 1 \\- ! DATE EQ EQ .kr EQ EQ , EQ L EQ L 17052 • r MOISTURE RESISTANT PROJECT NUMBER I i i GYPSUM L �, 8'- 11 114" *, 5'-5112" 9'-0 1/4" c AX-5 12 ■ UNIT 1 BED - TYPE A - RCP UNIT 1 BED - TYPE A ©20180TAK,INC, if this drawing is not 24"x 36"it has been i SCALE: 1/4"= 1`-0" SCALE: 1/4"- 1'-0" reduced/enlarged. Scale accordingly. 01 0, GENERAL NOTES - UNITS 04 02 02 / A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF I I _• � ROUGH OPENING UNLESS OTHERWISE NOTED. „iiiipeo...ddiii-4 kihb. B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS LEGEND SEE COVER SHEET. Otak A C 12 Cts, Inc. 05 )- C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 S Third A -nue, Suite 300 /// SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Po =nd, OR 97204 I SHEETS. m• 503.287.6825 www.otak.com 1 i MD I f BLOCKING-TYP f a D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE I I I / U AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. 1 I SHOWER i0 _ I n FL_ f r 1 E. SEE 1/AX-8.12 & 2/AX-8.12 FOR NON-RATED WALL -' CONTROLS - I - , I L J INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR 372+ 1 I i I FLOORS. I - - - - ARIA R.Fi.EEt�ER4 L -- ~' L i' l U\N F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND P0RT1 01 OR • �`. OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE # rte' Tr \ 1 n FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONS .\ ,i cel (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON \ \ WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" OF 0 ABOVE FINISHED FLOOR. O. +r/-i; . 3129/2018 21" 21" r G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP Jr. VERIFY WI MFR VERIFY WI MFR 35" 41" 30" 12" 60" RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST �' CONTROL AT GROUND FLOOR UNITS. 4A 4B H. SEE DETAILS 9/AX-8.11 & 10/AX-8.11 FOR INFORMATION - REGARDING OUTLET BOX PLACEMENT AND DETAILS ,, L INTERIOR ELEVATIONS BATHROOM 11/Ax-8,11 & 12IARATE FOR PLUMBING PENETRATIONS _ �` t\ FOR ONE HOUR RATED WALLS. • SCALE: 1/2"= 1'-0" I. SEE 5/Ax-8.14 FOR TYPICAL INTERIOR WOOD DOOR DBG PROPERTIES FRAME DETAIL AND HINGE JAMB DIMENSION. LLC 1 J. SEE 17/AX-8.13 FOR WATER CLOSET AND SHOWER FI1LLER1/4" 30" BLOCKING LOCATIONS AND TYPE A UNIT WASHER/ ' DRYER REQUIREMENTS. CONSULTANT / K. SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL. i''� '� i`� \ / L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES /� \\. ~`' �� i �� \ / AT ALL FLOORS. i - 's- / `. �� . / M. ALL FAUCETS TO HAVE LEVER HANDLES. OPEN {\ t - -�\ --� BEYOND N. WATER HEATERS TO BE STRAPPED TO ��` � ��'� IJ �\� '�� / WALL SEE 6/AX-8.13 A 11 ) O a \ co i•- mI �� III . 2 cNi1 - i 4 O a 0 0 "m m ca -,\ `. V ''' luul INTERIOR ELEVATION KEYNOTES o OW --- \ ,' �N�/' 1. SHOWER CURTAIN ROD 2. TUB/SHOWER ENCLOSURE �, 31 114" L 30" 30" L 12" 24" 24" L 30" 18" _ VERIFY WI MFR VERIFY W/MFR ERIFY WI MFR �� 3. BLOCKING IN WALL FOR FUTURE GRAB BARS REQUIRED AT GROUND FLOOR UNITS ONLY. SEE 3A 3B 4. LIGHT FIXTURE CENTERED OVER MIRROR ■ KITCHEN VIEW 1 5. TOILET PAPER DISPENSER @ 18"-24"AFF Z lei LLI SCALE: 1/2"= 1'-0" 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING 2 7. 24"TOWEL BAR©48"AFF. PROVIDE BLOCKING 20'-5112" 33'- 10 1/2" 8. REMOVABLE CABINET, CONTINUE FLOORING � UNDER CABINET. SEE 2IAX-8.11 Ce 12'-8314" y' 10'-5112" i' 10'-8114" GUARDRAIL WHERE • -8.0 OVERBUILD SLOPE IT OCCURS 9. BASE AND WALL AND FLOOR FINISH CONTINUED 0 BEHIND APPLIANCE a W . 4C - 10. RANGE EXHAUST HOOD IC 1-LI ! SLOPE 11. SINK RIM AND WORK SURFACE COUNTER TO BE 34" _ =' MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL CO RIZ ` i DECK -8.a DECK • AT SILL a I OTHER UNITS Q ❑ C•0 LEVELS 2 I o ;., • • O "v 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" immN CO F` - : - ",EQ: • `• , ' , ' ,EQ ' • , U) MAXIMUM AFF. OFCI ti T. rlf I- [,.,., ,I r ...,., r r.. „ .. is I I Z AL.- I I I 13.WASHER/DRYER (n a) Ce - - ' ' - EQ': ' : :E4 ' , EQ ' ‘ -EQ , - ' - . ' o �: 14. PAPER TOWEL DISPENSER u d IIJ 42-4- F. - 15. SOAP DISPENSER ❑ 1 ` _ 16. SEAT COVER DISPENSER 1` 0 Z - " , LIVING ROOM - i - ' • . ' •' • , , " • .' i +• ', '_,• , . ¢ b. 17.TOILET PAPER DISPENSER I- .. • = I -- - _ • - --- -- ---"� ,- LIVING ROOM BEDROOM 1 BEDROOM 2 TITLE _ - - - ` . ' • _ - ' ,BEDROOM 1 ', _' • - BEDROOM 2 ' . 1' 1 " • °W` 6'-0 114" = UNIT LEGEND # DATE DESCRIPTION ,- - ' - ,I r H '_ : = - ' • • • • •_ w 6 N O SMOKE DETECTOR r : :'.- e.": •-::. :',' --;•-•:,- : "I.'. 1•::.I: :• 2:.:. :',.--'''" •• - 7*--;!.::.., ',1,- : .: '„ '!--' -J",i -,' , ', 1, ..L7L. l'":• '-,‘.:- : -.:'-.•-.:::L, -k S-N:. - 'LL _ ._, . �O •p •- r �CL1 CEILING SURFACE MOUNTED LIGHT . t , • - , - CLOSE_T - _ , - : r .:CLOSET_ a 26B '' _J, �I • 26B BELOW WIRE SHELF -l""'I FIXTURE Ar.. W • • - r '. I �) BR ILbW `v rn +� ........ `fir--�� WALL-MOUNTED LIGHT FIXTURE DW MI uJ 3F. 1 I CLOSET i I - jMR GY • _ I O - � - -• - - � •' - REVISIONS W " KITCHEN • ' = - -:ENTRY' , , - •" • -' • __ • •- •_.. - ._..-..._-.. e I N .... • SIDE MOISTURE GYP BOARD •. • ' �' WIRESHELFON . .. I I 1 I 1 co t)2 ' w �_ _ = r t i r-�--1-i ENTRY ; M s ; i i �__ - _, - . , w r E Ax•,613,! I KITCHEN 1 I 1 B iiiiiii ' �' L t..a.._i{-- .--i---. .-r.-._.f ,ted N j i ^�', ELECTRICAL PANEL SEE 141AX-8.11 Author Checker ' Bo i I 1 --- 'I CL4 - +1241 I I COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY � zo• ..._ Q . ., s'. I-�-' • : 3q .�-._. ._ I�oF BATH r4 I , w _ 1_ i+� - t u1' • :=SJC) __ - kl _ _ ® Z EXHAUST PERMIT SET - - T -= ,� REF =4 _ W D �- - --- - -. S d I 7 -F---- - Cli) # C---,„ STATUS .. _ 1 , I II y J7 I EXHAUST WALL VENT I ' ; ? '� i . - ' ` i . r� 03.29.2018 CENTER M v f - I DATE b • OVER 1 ' 17052 I 1 VANITY I I I MOISTURE RESISTANT PROJECT NUMBER EQ EQ EQ EQ 3'-0" • EQ EQ i - 4, 1_ GYPSUM •, L, •y • 8'- 111/4" 5'-5112" 8' 91/2" 10'-8114" q c. , Mom 5 • 1 3 UNIT 2 BED - I - TYPE B - RCP UNIT 2 BED - I - TYPE B ©2018OTAK,INC. If this drawing is not 24"x 36",it has been • SCALE: 1/4"= 1'-0" SCALE. 114"= 1'-0" reduced/enlarged. Scale accordingly. otak FILLER,,, 30" a_ GENERAL NOTES - UNITS _ . A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF ROUGH OPENING UNLESS OTHERWISE NOTED. .....„00.00,--A 116, r► __ / 1'�.� �\ 10 B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS ite_ \ _ ``- ' ` 00 - LEGEND SEE COVER SHEET. Otak Ar ite ts, Inc. • ' C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 , • ird Aven e, Suite 300 OPEN SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Portia , OR 97204 - / BEYOND `- % GENERAL NOTES - UNITS p1 01 �-C 04 02 ( 02 �- 10 A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF �-\ '� ROUGH OPENING UNLESS OTHERWISE NOTED. .........,,,<A. ihhL , •..c. ___ . _ , -, __ -__ ___ ____ , . ,,,, -� , 12 -.�� 0 -1�--�� -,��`� 'J - - 0 % _ �` T` Br FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS } �- - - - LEGEND SEE COVER SHEET. Otak A ' it: ts, Inc. \\ /- \� �' C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 S Third Ave ue, Suite 300 SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Porti d, OR 97204 05 _, k // \\ I'' N V l -- CI SHEETS. main •03.287.6825 k -' .otak.corn E • D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE k _ AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. i[3 ---**""*....„,.............1 co N r l -� r - r f m --.� �- I n - n ' - cCi k o E. SEE 1/AX-8.12 & 2/AX-8.12 FOR NON-RATED WALL •i"3. ' co rn _r SHOWER L a I I ; I o I E o o p INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR 72 r 1 CONTROLS I I m FLOORS. r�.� ! L -^ o4. -1 �\ o - '1 ,'l ` \\ \\ /'►/ BRIAN R.FL ENER`/1 L _ J L �' �� -� ' ` 0 F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND hh"fr4l I • '� F ,,. *�., DW I- OTHER CONTROLS SHALL BE 48" HIGH MAXIMUM ABOVE ° �� , I �� c) FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONS OR ••••••.___ _...) . iii .. ... , .. , ., ,, ....., ..„ _ . , „ . „ ._, , r� (TELEPHONE/TELEVISION, - ALS SHAL BE MOUNTED BETWEEN15' ANDRECEPTACLES" ON Cr.OF r'�. ABOVE FINISHED FLOOR. U • '. �� .k I 1 •• • 3/29/2018 21" 21" 30" 24" 30" 30" I 24" , 21" 1. G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP 60" 35" 41" 30" 12" VERIFY WI MFR Jr VERIFY W/MFR ERIFY WI MFFII. '' RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST / CONTROL AT GROUND FLOOR UNITS. VERIFY WI MFR / VERIFY W/MFR '' H. SEE DETAILS 9/AX-8.11 & 10/AX-8.11 FOR INFORMATION -`3 REGARDING OUTLET BOX PLACEMENT AND DETAILS 11/AX-8.11 & 12/AX-8.11 FOR PLUMBING PENETRATIONS �-� IL. 3A 3B 4A FOR ONE HOUR RATED WALLS. `- li L _,_ Ir SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR DBG PROPERTIES INTERIOR ELEVATIONS BATHROOM INTERIOR ELEVATION KITCHEN FRAMEDETAiLANDHINGEJAMBDIMENSION. LLC SCALE: 112"= 1'-0" l SCALE: 112"= 1'-0" J. SEE 17/AX-8.13 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS AND TYPE A UNIT WASHER/ DRYER REQUIREMENTS. CONSULTANT K. SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL. L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES AT ALL FLOORS. M. ALL FAUCETS TO HAVE LEVER HANDLES. N. WATER HEATERS TO BE STRAPPED TO WALL SEE 6/AX-8.13 c INTERIOR ELEVATION KEYNOTES 1. SHOWER CURTAIN ROD 2. TUB/SHOWER ENCLOSURE 3. BLOCKING IN WALL FOR FUTURE GRAB BARS REQUIRED AT GROUND FLOOR UNITS ONLY. SEE 1/AX-8.11 CO • 4. LIGHT FIXTURE CENTERED OVER MIRROR 5. TOILET PAPER DISPENSER @ 18"-24"AFF LIU 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING • 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING 6'-0" 10'-0" ' 32'- 10 314" 8. REMOVABLE CABINET, CONTINUE FLOORING .0-3t P 22'-2 1/2" 10'-8 1/4" UNDER CABINET. SEE 2/AX-8.11 Cie AliGUARDRAIL WHERE ,. 5'-Cr 1'-8", IT OCCURS 9. BASE AND WALL AND FLOOR FINISH CONTINUED11143C 0 1 -8.0 OVERBUILD SLOPE BEHIND APPLIANCE a oc - - CL C?1 � miLr rar ,,,,�,.� ,, • 10. RANGEEXHAUST HOOD U r� r r / LV f - . = • u SLOPE 11. SINK RIM AND WORK SURFACE COUNTER TO BE 34" Cr) - " I ,• + : DECK 9 f DECK N MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL C/r N _ t _ -8.0 a k r OTHER UNITS Q , • • - . • • -. , • _ _ _ AT SILL o . = N [, _ - , - 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" = LEVEL 2-4 MAXIMUM AFF. OFCI N- _ - ;. _ , ' DINING LIVING ROOM r 13. WASHER/DRYER (t . BEDROOM• 2 14. PAPER TOWEL DISPENSER • , • . ' ' - - • ,, - . • , • _ c 24 0'0 ❑ ❑"' - N 15. SOAP DISPENSER i W I- ,' . ,DINING. . ' ' . :' -LIVING ROOM •- ., , EQ: _ , _ • Ea_ . _ . - N = o Q .._. N. LI r 3' 3 112" 16. SEAT COVER DISPENSER ti 0 Z i • CO t BEDROOM 2 r 17. TOILET PAPER DISPENSER ~ _ • P - -'-r -- -� AX-5.15 M • , _ • _ TITLE ________ It] KITCHEN 4A r------------ �`._._-- # DATE DESCRIPTION ; KITCHEN:.. _ : - Q:,;EQ'_ d LL,. UNIT LEGEND ° k r 6' 0 114" * r1T1 k k k i 1 W "` i I L :'FBF_ " N .► �^ _ O SMOKE DETECTOR C.W' "O� J r , • LI itl - �_�' �_,, .' • ; r . • F.6 REF k °° ". pm �w D 4-L:,--, -.-7-'•-,7-,-71-=••• -.1 � --r ---- Ili _ I I ---- I -BV1F --- k • • MOUNTED LIGHT _ 0 0 L- ,, - _ FIXTURE EQ- • k � � � CEILING SURFACE _F- • Car Y 26B BRIA • ' . _ W, '. - < _ Z °' i WALL-MOUNTED LIGHT FIXTURE _ • - • ��. t MOISTURE RESISTANT / -- CLOSET u� r • • ul GYPSUM + Q _ • BEDROOM 1 W - CLOSET; ENTRY 8 MR GYP ON WIRE SHELFDAs SIDE O REVISIONS _ ��.._� MOISTURE GYP BOARD HED . .. . . . . •• - 4 A rli . . . „ - BEDROOM 1 [441A' , , r ° _ w 2 .-- o.. ETR14/AX-8.11Author Checker N z cn m € N ii ELECTRICAL ICAL PANEL SEE _ _ i k COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY �` �'� w U 3B a ,k. = ' : :; _ ,"� ce _.._,__ BATH ; EXHAUST PERMIT SET r r co - , . I EXHAUST WALL VENT � I � STATUS ----t •r 0 I 03.29.2018 • _- ,• A i 1,.___�' U I' k I DATE 1 - . Li 1 ' • I ' r. CENTER 1 k \ MOISTURE RESISTANT 17052 OVER 1 r GYPSUM PROJECT NUMBER 1 VANITY i k EQ EQ • ,� • „ .r EQ ., EQ �' -e 10 - 1D •2 -6114` 5'-4314 3'-51/2' �P 10 -8114 •1 q Ax.5 2 1 5 UNIT 2 BED - II - TYPE B - RCP UNIT 2 BED - II - TYPE B ©2018 OTAK,INC. if this drawing is not 24"x 36",it has been + SCALE: 1/4"= 11-0" * SCALE: 1/4"= 1'-0" reduced/enlarged. Scale accordingly. GENERAL NOTES - UNITS A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF ROUGH OPENING UNLESS OTHERWISE NOTED. . iiik B. FOR ARCHITECTURAL ABBREVIATIONS &SYMBOLS ( Q1 ) ` 01 04 LEGEND SEE COVER SHEET. Otak Ar. CSS, Inc. 02 }-� \ D2 ® 10 C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 SW hird Ay= ue, Suite 300 "„ ,. . SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Portl- d, OR97204 • SHEETS --,i ��' •�\ ,� Jam. �`` , , .\\ main •03.287.6825 08 �� .\ `--- I H �� .\ / otak.com 09 > �- D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE `. ,' `. ,'/� ' 08 ) AND FOR DOOR AND WINDOW TYPES AND SCHEDULES, C 05 € I / /I •``�V11/// �..� JI/ \\0 0/ ,I,''/ ( 09 ) E. SEE 11AX-8.12 & 21AX-8.12 FOR NON-RATED WALL 1•'�i e I 08 II {I 44 INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR ? 720 FLOORS. D5 € € 09 ' BRIAN!R.FL IEI4 BLOCKING -TYP F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND • 2.1 OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVEVIAND,OR ti - ! m FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONS F SHOWER - - - - II1 k , - - f-i / �� TELEPHONEITELEVISION OUTLETS RECEPTACLES ON CONTROLS J1 - J Iti ' /� Ooi WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" F Q �` ABOVE FINISHED FLOOR. 0 -1 3/29/2018 G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH ��/ ��4 IN / `\.= \� RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST STAMP - DW . CONTROL AT GROUND FLOOR UNITS. - - - - i X H. SEE DETAILS 9/A 8.11 & 10/AX-8.11 FOR INFORMATION - ._.__. ---) 1 --i. •c _ REGARDING OUTLET BOX PLACEMENT AND DETAILS _,., 1, Jr I. 15" FOR ONE HOUR RATED WALLS.PLUMBING PENETRATIONS r �- L. 60" I' J* 35" 30"MIN 12" 1'- 11 112" 1'-4" L ^ 30" ' 30" 30" 30"MIN 24 VERIFY W/MFR REMOVABLE 18"MIN VERIFY W/MFRREMOVABLE VER#FY WI MFR REMOVABLE ERIN WI MFFf' I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR CABG PRO PE RT I ES FRAME DETAIL AND HINGE JAMB DIMENSION. LLC *SEE 17IAX-8.13 FOR TYPE A FIXTURE DETAILS *SEE 20IAX-8.13 & 8/AX-8.13 O.H. FOR SINK DETAILS *SEE 16/AX-8.13 FOR SINK CABINET DETAILS J. SEE 17IAX-8.13 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS AND TYPE A UNIT WASHER I 3A 3B 4A DRYER REQUIREMENTS. CONSULTANT K. SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL. INTERIOR ELEVATIONS BATHROOM INTERIOR ELEVATION KITCHEN L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES • ; SCALE: 1/2"= 1-0" SCALE: 112"= 1'-0" AT ALL FLOORS. M. ALL FAUCETS TO HAVE LEVER HANDLES. N. WATER HEATERS TO BE STRAPPED TO WALL SEE 6/AX-8.13 n INTERIOR ELEVATION KEYNOTES 1. SHOWER CURTAIN ROD 2. TUB/SHOWER ENCLOSURE 3. BLOCKING IN WALL FOR FUTURE GRAB BARS REQUIRED AT GROUND FLOOR UNITS ONLY. SEE 1/AX-8.11 4. LIGHT FIXTURE CENTERED OVER MIRROR 5. TOILET PAPER DISPENSER @ 18"-24"AFF L W C 6. 18"TOWEL BAR©48"AFF, PROVIDE BLOCKING ,, 5'-0" 1'-8" ,, 6'-0" ,, ,, 9'-9" L 32'- 10 3/4" ,, 1' l 22'-2 1/2" 10'-8 1/4" 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING '� 1:2• GUARDRAIL 8. REMOVABLE CABINET, CONTINUE FLOORING ^/ -8'0 OVERBUILD SLOPE --� it 1.„, F.,_______.1 UNDER CABINET. SEE 2/AX-8.11 et SLOPE - T r,I•.•" ; -- ' r r u rF N., 41. `L 9. BASE AND WALL AND FLOOR FINISH CONTINUED Q 0 ° r i I• I i'` BEHIND APPLIANCE a C4 - CC • ,_ . : - . _. , ' ' • - , -". _ ^ • I € 1 'f tI I 10. RANGE EXHAUST HOOD ' DECK ; • -8.1 ', a DECK a Q W AT SILL I i ;,t, 11. SINK RIM AND WORK SURFACE COUNTER TO BE 34" Y _-___-__._ 1rp MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL CO N ' • . • s • . ; . - _ ,' _ __- OTHER UNITS Z co • _ € _ DINING LIVING �I IN N _,T ` • 12, MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" I [V Cl') MAXIMUM AFF. OFCI LIU ti r y • 6B Z _ DINING- _• - •LIVING- , . BEDROOM 2 - BEDROOM 2 13. WASHER/DRYER SiU. � W m 3' 3 1/2" 14. PAPER TOWEL DISPENSER O 15. SOAP DISPENSER W i W I-- < • -• AX-5.16 T p Q .'6 a, 16. SEAT COVER DISPENSER ■� h (] Z CD : `° = ' .'' KITCHEN I'm N- H EQ EQ. 4A r- -- = 17. TOILET PAPER DISPENSER -_ . � . _ • TITLE1r1 ; , i � 1 1• - ` 1, ' : :KITCHEN • k l' , _ .. • -, . , w , v ' i.j , ' . I � -1 I I I 1 JEOF L 6 -4" # DATE DESCRIPTION I I I L D * N UNIT LEGEND CO .. l !- _, �' REF to CL4 ' SMOKE DETECTOR__T _ } -� . . • - _' �7 � . 1,vr-- -pW- -, • • " �- w - 6 BR �O T CEILING SURFACE MOUNTED LIGHT ,. ,'. _aily r i FIXTURE a� - t. 'BEDROOM 1- •- . -,- • ,�:J: - .. - -I•• - W . • • , • ,- , y • EQ• ' - Q, +- W MOISTURE RESISTANT ` ___. ------__ WERE SHELF in LU '�" R GYPSUM r �-r l ' I I WALL-MOUNTED LIGHT FIXTURE 4 - :, '• _ ' BATH: W c, ,� 6B I I r MR ID ON REVISIONS s co I I r 3A DASHED SIDE - ENTRY • ENTRY w MOISTURE GYP BOARD _ F . - . i - - BEDROOM I - BATH--3B4' , Iw till . • 1 ti w v cual c� '"► - I I ELECTRICAL PANEL SEE 14/AX-8.11 Acthar Checker _ _ _ ,• • ' I • - - --� _-- 0 I COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY 0 r' - _ EXHAUST PERMIT SET r_____ • I '1= v T ~ �' STATUS •CENTER xo I I( I EXHAUST-WALL VENT OVER ' I 03.29.2018 VANITY T DATE MOISTURE RESISTANT EQ EQ EQ L EQ 1 _ I GYPSUM 17052 10'- 10" 6 1/4" 5'-43/4" 3'-5 1/2" 10'-8 1/4" �, PROJECT NUMBER UNIT 2 BED - II - TYPE A - RCP UNIT 2 BED - II - TYPE A A)(-5 . • ; SCALE: 1/4"= -0" ..�j-'I SCALE: 1/4"= 1'-0" 02018 OTAK, INC. If this drawing is not 24"x 36"it has been reduced/enlarged. Scale accordingly. 01 ( D1 )--� ( 04 ) GENERAL NOTES - UNITS 02 02 1 ,• A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF `( 12 ) ROUGH OPENING UNLESS OTHERWISE NOTED. B. FOR ARCHITECTURAL ABBREVIATIONS &SYMBOLS 0 LEGEND SEE COVER SHEET. Otak ' ects, Inc. I BLOCKING-TYP 1 C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 S Third enue, Suite 300 ( 05 > 1 SHEET VERTICAL AND HORIZONTAL ASSEMBLIES P land, OR 97204 I I 08 15 314" 15 3I4" ( 11 O SHEETS. min 503.287.6825 1 , •dr 4' / 6www.otak.com r- 09 r - - - -'1 n Ln f 1. D.D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE SHOWER 1 , 1 1 I AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. CONTROLS - I -IIE. SEE 1/AX-8.12 & 2/AX-8.12 FOR NON-RATED WALL a L J - J o L- --,'-u �\.�, a INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR 'i, 4� 3721 • FLOORS. f -ir BRIAN!R. LEtf.R F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND , OTHER\\......_ J . I 1 it i1 ......,, /,'".. .... E 48"HIGH N SH FLOOR. ELECTRICAB TELECOMMn+UNICATIONS ABOVE pOI1TLAfi1[?,OR ` 1, +, OUTLETS RECEPTACLES ON I WALLS SHALL BE MOUNTED BETWEEN 15 AND 48OF 0 L 19112" X 21 1/2" ABOVE FINISHED FLOOR. „ 60" 35" 41" 30" 12" 3/29/2018 f VERIFY W/MFR VERIFY W/MFR G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST 4A 4B CONTROL AT GROUND FLOOR UNITS. H. SEE DETAILS 91AX-8.11 & 101Ax-8.11 FOR INFORMATION - INTERIOR ELEVATIONS BATHROOM (OPT A PER 1004. 11 .3. 1 } REGARDING OUTLET BOX PLACEMENT AND DETAILS } SCALE: 1/2"= 1'-0" 11/AX-8.11 & 12/AX-8.11 FOR PLUMBING PENETRATIONS _ '' hL.. 1-1-11 fl LfIi-- FOR ONE HOUR RATED WALLS. Fr- 1 L„ I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR DBG P R0 P E RT I ES FRAME DETAIL AND HINGE JAMB DIMENSION. LLC J. SEE 17/AX-8.13 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS AND TYPE A UNIT WASHER/ DRYER REQUIREMENTS. CONSULTANT 10 K. SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL. / I -`�� O O // `� ,`\� L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES AT ALL FLOORS. _ - . - -_ M. ALL FAUCETS TO HAVE LEVER HANDLES. \ / ` (1 \, / `\\1 [J/ ,' N. WATER HEATERS TO BE STRAPPED TO WALL SEE 6/AX-8.13 11 0 co A ._ C5 U o r I I a � O a:i - �1] U U \ ' U ` U \ . i i H • / • DW _ _ �`�N �'� n INTERIOR ELEVATION KEYNOTES - 30 L3 �� 1. SHOWER CURTAIN ROD .119 30" n d,r 30" 24" L 15" VERIFY W/MFR '' VERIFY W/MFR ^ ERIFY WI MFF' 2. TUB/SHOWER ENCLOSURE 3. BLOCKING IN WALL FOR FUTURE GRAB BARS 3A REQUIRED AT GROUND FLOOR UNITS ONLY. SEE 1/AX-8.11 CO Cr INTERIORELEVATION KITCHEN 4. LIGHT FIXTURE CENTERED OVER MIRROR ■ 1 SCALE: 1/2"= 1'-0" 5. TOILET PAPER DISPENSER @ 18"-24"AFF 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING 43'-5" q 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING 4'-6" 1 ,,1'-8",, r._6'-7" 20'-61/2" r22'-3 1/4" 10'-5 1/2" 10'-8 1/4" 8. REMOVABLE CABINET, CON r L UNDER CABINET. SEE 2/AX-8 NUE FLOORING ir ^/ / . Alk • r GUARDRAIL WHERE Cie IT OCCURS I I I • -8 0 9. BASE AND WALL AND FLOOR FINISH CONTINUED Q 0 OVERBUILD SLOPE BEHIND APPLIANCE aLI t I , I .i u - • _ W.- _��__ _- =__ - _ -__ _. -._- '�- _,,,i _ .. 10. RANGE EXHAUST HOOD a a I• - -� - I'_ �I G- SLOPE -� YCO _ I 11, SINK RIM AND WORK SURFACE COUNTER TO BE '' : • ' ' i MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF-AT ALL ' 1 DECK 71- w DECK I OTHER UNITS Z lli I • ,• } - _ ' . •,- • • _ i CL v n = M`, T` AT LVEL _1 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" J = CNI N CO - : _ . ' J I ,y I •( rl 2-4 - MAXIMUM AFF. OFCI N- z �� -:l: .J 1 H If W 'n _ y -� DINING LIVING ROOM 13. WASHER/DRYER VLim 0, L ^ - 4 14. PAPER TOWEL DISPENSER • DINING. . 1 LIVING ROOM, :�w: , , u 2 N _ 15. SOAP DISPENSER t l- BEDROOM 2 BEDROOM 3 - o Q • • • • d . E; • 16. SEAT COVER DISPENSER �■ 1� C' Z - �, 3'-3314" CO = , , • + t r °' 17. TOILET PAPER DISPENSER 111 I- --EQ 'EQ-' : - ` 14 TITLE J. , Y ' Hi ' '. . . . . . . _ . .. � ,-0 BEDROOM 2-,• '. ' - • - - . . . -• • -''= KITCHEN �� w: . . • r _ _ _ ---� AX�.1T ,r # DATE DESCRIPTION $� ��_ . EQ' ,,EQ` W ; i ; E , W 6 2 - 5 9112 - UNIT LEGEND BEDROOM 3'; a - E , I i i I r.. 2, 10' s- _ _ ' i i [ i i 3A -- . 0OF� T- iI (,;, I • n°°io KITCHEN, . ' .,. = - . - f -{ .'_ . IY SMOKE DETECTOR . ,- • �- REF ao `n D �, t_�-_-.T'..^�-r • _ _- _ �__i _ i _ __ I _EDW I _ (V I - -- _ _ HCl I' '• i .= I O EQ- EQ • EQ pa, ® o 0 ar . WIRE SHELF 3: CEILING SURFACE MOUNTED LIGHT A.._ r _ r ► - WIRE SHELF FIXTURE ''� r---I '(: m �- �� CLOSET d 'r MOISTURE 6 U.Z ?�C � - - - RESISTANT '' ` i-r, I I WALL-MOUNTED LIGHT FIXTURE ENTRY " k O - ' . - . ' r . . - C� GYPSUM r, ENTRY C" W -• . BEDROOM 1 - •:'- ' - • -- 'Erb ::- •Ea- • .- - • Q . - ' _ Eq ' ; W , , • . , :CLOSET .. : `r' rli68R CL1 MR GYPQNREVISIONS r . i+� DASHED SIDE _ 'tea I r-ta.JEa ' ^ •, f BEDROOM 1 L , ! MOISTURE GYP BOARD w r -I w , Ax- A BATH 1 BATH 2 I I 24 - . v I ELECTRICAL PANEL SEE 14/AX-8.11 Author Checker r COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY - ' _ r i e ___137 ,_ ., - - w BATH 1 4 - r BATH 2 4B ,•,- BATH ETAEl • w } , _ ,� OPT-A •-_I-- 9 EXHAUST PERMIT SET •_. W pl -I ..� -- 0 1 i:) I STATUS ry• LU• U --H'_-..- I I - ) I f I EXHAUST-WALL VENT . - r C . , L.-id - • T' `.C''• - II IA a I r ,i, f 03.29.2018 ^ CENTER CENTER4 DATE OVER EQ EQ L OVER EQ -1. EQ ► ! 17052 I VANITY VANITY MOISTURE RESISTANT PROJECT NUMBER EQ EQ , EQ EQ4 e_ EQ j, EQ GYPSUM - e' 10'- 10" ,2'-61/4" , 5'-51/2" 3'-11" , 10'-51/2" 10'-2314" • q AXm a I 7 UNIT 3 BED - TYPE B - RCP UNIT 3 BED - TYPE B ©2018OTAK,INC. If this drawing is not 24"x 36",it has been • SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" reduced/enlarged. Scale accordingly. 4- 04 ) GENERAL NOTES - UNITS 01 Di 01 04 01 Otak r-C 04 / 02 ` N 02 ) A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF / 2 C 02 �` 1 f / '� ROUGH OPENING UNLESS OTHERWISE NOTED. f 'I. B. FOR ARCHITECTURAL ABBREVIATIONS &SYMBOLS WO LEGEND SEE COVER SHEET. Otak A ch ects, Inc, .--( 12 / 12 C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 S Third ' enue, Suite 300 0 SHEET VERTICAL AND HORIZONTAL ASSEMBLIES P -nd, OR 97204 i BLOCKING-TYP /// i i SHEETS. m in 503.287.6825 MI BLOCKING-TYP i i i i www.otak.com ZQ. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE pa � O O 11 ci '� 05 � AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. _ - n 1- - - - - 09 p E. SEE 1/AX-8.12 & 21AX-8.12 FOR NON-RATED WALL a rr T ��I r 1 I I r 05 \ nuFl - , r - r y� • L L - - - - SHOWER L _ - _ - / L J 1 L J INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR 372 I 'i 05 I I I I FLOORS. ' r l CONTROLS o I �� rSHOWER L J • 08 ,' r ,, zir/ c--- L i o ,� �. ` , i r, i CONTROLS BRIANR.FL I=R 1 o ` ` - J F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND �� 4 OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE VIAND, OR , f o `\ ,r FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONSi Jr (T�LEPHONElTELEVISIONOUTLETSRECEPTACLESON � \`\ r/' / WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" - ` J . ABOVE FINISHED FLOOR. ,. 1k 1,• 3/29/2018 25 112" L 16" L 21 1/2" 2 20 112" G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP '' i' it, „ L RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST 601, 34" 12 30 41 112 1612" 3D' 42 35 CONTROL AT GROUND FLOOR UNITS. VERIFY W/MFR '' VERIFY W/MFR REMOVABLE •' '' VERIFY W/MFR REMOVABLE VERIFY W/MFR '' 4A 4B 5A 5B H. SEE DETAILS 9/AX-8.11 & 10/AX-8.11 FOR INFORMATION -- REGARDING OUTLET BOX PLACEMENT AND DETAILS �, 11/AX-8.11 & 12/AX-8.11 FOR PLUMBING PENETRATIONS -- FOR ONE HOUR RATED WALLS. - �r._�� - INTERIOR ELEVATIONS BATHROOM 1 (ACCESSIBLE PER 1003. 1t2) INTERIOR ELEVATIONS BATHROOM 2 DBG PROPERTIES • SCALE: 1/2"= 1'-0" _5 1 SCALE: 1/2"= 1'-0" I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR LLC FRAME DETAIL AND HINGE JAMB DIMENSION. J. SEE 17/AX-8.13 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS AND TYPE A UNIT WASHER/ DRYER REQUIREMENTS. CONSULTANT • 10 K. SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL. • J L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES f' \� ^\� \, AT ALL FLOORS. / 00 `Y' ~` / \ M. ALL FAUCETS TO HAVE LEVER HANDLES. �' _1�--- ••• _ `. ,' / ,' N. WATER HEATERS TO BE STRAPPED TO -- /,- -\----�T- /-- WALL SEE 6/AX-8.13 / 11 r- 0o D8 I 1 --U-L- ,- Il, a4o °Y' 09 ) m -�'�+ ��, d ,0 n INTERIOR ELEVATION KEYNOTES , DW _. .-L 1. SHOWER CURTAIN ROD _ ___ fr 4h '1`- 2. TUB/SHOWER ENCLOSURE VERIFYOW/MFR REMOVABLE ' VERIFYOW/MFR REMOVABLE -VERIFY4WI MFF 15 3. BLOCKING IN WALL FOR FUTURE GRAB BARS REQUIRED AT GROUND FLOOR UNITS ONLY. SEE 1/AX-8.11 3A 4. LIGHT FIXTURE CENTERED OVER MIRROR 5. TOILET PAPER DISPENSER @ i$"-24"AFF Z INTERIOR ELEVATION KITCHEN W 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING • ; SCALE: 1/2"= 1'-0" 43'-4 1/4" 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING y 22'-2 1/2" 10'-5 3/8" fr 10'-8 3/8" 8. REMOVABLE CABINET, CONTINUE FLOORING et 4 -fi 1 8 ,, 6 - 1 .,- �, 20'-5112 rL 1 .' UNDER CABINET. SEE 2/AX-8.11 1OVERBUILD SLOPE GUARDRAIL I I I -8.0 ! 9. BEHIND APPLIANCE BASE AND WALL AND FLOOR FINISH CONTINUED < 0 I / SLOPE ...--. Al t • 7 �, CL Ce �i r��I ._. _. ;K v 10. RANGE EXHAUST HOOD < I-U i I •° � SINK RIM AND WORK SURFACE COUNTERTO BE �/'� � ~ " r DECK -8 1 a DECK I MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL Cli) Z �., c i OTHER UNITS M . 0 0 is �' { AT SILL i i = CV ' - ----_ i 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" immil Cy MAXIMUM AFF. OFCI (` CO - - - ,` }' _ . , �o 1 13. WASHER/DRYER w.�i� :• - -O DINING LIVING ROOM L,4 S3 0 ' ;. _ 14. PAPER TOWEL DISPENSER a_ ��' - ,' • • •* N w BEDROOM 2 BEDROOM 3 E •.. .: 'DINING ' _ _ - LIVING ROOM •_ ' ' - w° • ' " - a r I 15. SOAP DISPENSER W F- } I' ■■■ lii 16. SEAT COVER DISPENSER = Q , . r i EQ 10 - T-I _,41 CC w CO ti E- • V 17. TOILET PAPER DISPENSER .r R. TITLE r e _ .� r-rr .....1="9":". AX-5.1a 2 � . , iv # DATE DESCRIPTION BEDROOM 2' W I 3A FOF UNIT LEGEND o _ :. BEDROOM 3 -k _ �' _ ' r- �, _ , _ .. < ' _'1 „ `p �. . ._i -- Q- - `- REF co - D N -�- -- - - N --- ----, O SMOKE DETECTOR cp, _. _ - - SURFACE MOUNTED LIGHT • -s' rt:)C° ~ • *... oC ): CEILING , , , V 26B i i z U Z f i i € •i I iii I CL6 FIXTURE r MOISTURE 1 z v E , I I II _ *` �� "�• " �_ . ' RESISTANT ._ _ ! Q o i ' • ' ' ' - "'� Ia`' 101 " ' - = / i ALIGN �;3 ? i i I• R 'n WALL-MOUNTED LIGHT FIXTURE i �: , ill _ ' , WIRE SHELF ' BEDROOM 1 _ $.-9,112 12 GYPSUM Nic ENTRY i REVISIONS DAS SIDE M P ON • f j • _ Q' 33 __ BA 2 H MOISTURE GYP BOARD _ _ , u 1 ENTRY 'BATH 1� BATH 2- N � BATH .y BA+}Tj 1 HED ti---T'I _ _ •. . - ti - _ r •. _ = ,. _. _ - , - - =, • .. ' .• Y -- : - T �- , J ' -.._--,/' 171LTT� ..�.� � .....� EQ° EQ BEDROOM 1t 24 I z m ; - i -100 11. 1 =61 �' • } : : ' • .�.• i"' ,' i w 5A AX-5.18 1 CK,TF Checker - _ _ _ _ _ w c� i 1 i I AX 51. j ® `+ 1 ELECTRICAL PANEL SEE 141AX-8.11 cn Ea N. i m : s COORDINATEDRAWN BY • ll ,._i L... ... z}_-.„- r' WITH ELECTRICAL DRAWINGS CHECK BY 1 - .. .. ' _ • . �; ' - I _ - `-'y. bLkj �(` --- 5B _ \s-..-----.,. _4B' EXHAUST PERMIT SET • ;� : ' i ` . '. , . ' ,• . , ' '•1 : .. _ U ...._..... E....;-1) 27 T 1 I o I i STATUS` I I I ® I I EXHAUST WALL VENT.I _ i 8" I ' "1. i �j 03.29.201 ` rU 7 ,• r DATE CENTER CENTER F v O i EQ EQ OVER i OVER - 17052 17052 i *i' •' VANITY VANITY r MOISTURE RESISTANT PROJECT NUMBER EQ EQ 7-5 1/2"., 2'-9" 1, 3'-6" 3'-6 1/2" 3'-6" 3'-6 1/2" i GYPSUM i 10'- 10" •2'-61/4" , 5'-51/2" • 3'-43/4" 10'-51/2" �, 10'-81/4" " . ., A,x..5 il, • UNIT 3 BED - TYPE A UNIT 3 BED - TYPE A ©2018OTAK,INC. If this drawing is not 24"x 36",it has been : SCALE: 1/4"= 1'-0" A : SCALE: 1/4"= 1P-0" reduced/enlarged. Scale accordingly. WRB WRAP OVER otak SAM AND MOL ., FLASHING Av FIBER CEMENT SIDING ' I: �; SEE ELEVATIONS Ilk _iiiiiiiis 4�. SAM WRAP OVER �1 FLASHING SEE PLANr---H._ Otak A► cls Inc. '� METAL FLASHING ' • i r `, WITH DRIP EDGE 8 1� + bird A nue, Suite 300 UNIT i- L METAL BASE Po :nd, OR 97204 INTERfOR _ , FLASHING ma 503.287.6825 SEE SECTION 1. - - 4 •- - ,-IL . ..,� NOTE: NO PRE-MFR TRUSS SEE • ' o ., 4111.1110 . ,j I\\ \ \ BALCONY AT SIM RIGID INSULATION , • STRUCTURAL '- S RAIN SCREEN FURRING- 3720 EXTERIOR BEHIND HEADER DO NOT PLACE OVER 7 - , FIBER CEMENT SIDING, J WINDOW FLANGE BRIAN R.Fl� �I:R CI w� �____w t r HEADER SEE SEE ELEVATIONS '' • f----- -t .. ,; / STRUCTURAL / SIDG_ HEADER SEE - RAINSCREEN FURRING Q. VIM�� ^» �- RIGID INSULATION STRUCTURAL / ? LAP SAM ' �" BEHIND HEADER LAP SAM OVER METAL % ....____ . - _ ._ 1711 , 7IFLASHING fir- <> FLASHING OVER 11 1 NAILING FLANGE 3/29/2018 i- LAPWEATHER BARRIER ,ir I !I LAPWRB OVER STAMP OVER SAM AND MTL I • iv - � -,._., , i SAM AND MTL .- ___ INTERIOR I FLASHING FLASHING '�- C . �'__ .. J _� _....-... ,I EXTERIOR /- END DAM SHEATHING ;, SEE _ 1 ;f _ END DAM BEYOND, 'tip-• 44 kl,/ INSECT SCREEN VW - PLANINTERLOCK W/JAMB 112"AIR SPACE MIN l"�- 1--- SUBSTRATE \ SAM WRAP OVER I 1 FLASHING AT BOO OF RAIN � '1r-1n-2-- EXTEND FLEXIBLE SILL '''' ''''''4.111'.' ® EXTEND TO 1/2" BELOW TOP OF 1 FLASHING INSECT SCREEN W/1/2"AIR FLASHING PROFILE SCREEN, DO NOT Ip�� PROPERTIES FLASHING HORIZ TO rr HEAD FLASHING TO I , . I PROJECT BEYOND INSTALLED LATER 1 --- WRB WRAP OVER SAM L:=7. RAINSCR N, DO OT FEXPANDING !TH CAULK LLC VERT JAMB FLASHING \ AND MTL FLASHING �'�!APPLIED LATER _ CAULK FOAM SEALANT �` I' I NITERLCK W//-� METAL HEAD FLASHING JAMB FLASHING AT `� - JAMB FLASHING APPLY SILL FLASHING �,, BOTH SIDES OF METAL HEAD FLASHING I END DAMS SET ONTOISET IN SEALANT WITHIHORIZ BELOW THE SILL. OPENING. EXTEND SET IN SEALANT WITH METAL HEAD FLASHING CONSULTANT FASTEN THE TOP EDGE BEYOND SILL FLASHING • SEE SECTIONI\ I END DAMS SET ONTOSEALANT BEDDING JOINT WRAP 518"GYP BD "� SET IN SEALANT WITH OF THE SILL FLASHING AND ABOVE WHERE SEALANT BEDDING JOINT --- HOt LOW METAL ENDDAMSSEO ONOOTO TME FRAME. BUT DO HEAD FLASHING WILL UNIT /41,),(-44 D DAM DOOR AND FRAME SEALANT ALL SEALANT BEDDING JOINT : \\ WATER DAM INTERIOR VINYL NAIL AROUND WINDOW NOT FASTEN THE INTERSECT. LAP JAMB LOWER EDGE SO THE '� FLASHING OVER TOP FLANGE WINDOW FIASHING PROFILE /� VINYL"NAIL FIN" WEATHER RESISTANT •j FLEXIBLE FLASHING AT OF SILL FLASHING FIRE SEALANT NOTE: PROVIDE NOTE: PROVIDE 1 / WINDOW BARRIER APPLIED SILL, LAP OVER LEAVE BOTTOMS EDGE WEATHER WEATHER �/ FIRE SEALANT LATER MAY BE SLIPPED ,'1."•'N.,,,.,- WEATHER RESISTIVE UNATTACHED. ' WRAP AS PER WRAP AS PER UP AND UNDERNEATH _` BARRIER&WATER 17/A8.01 17/A8,01 THE FLASHING IN A . DAM, PROVIDE WEATHERBOARD -'-:, r POSITIVE SLOPE TO FASHION. " • EXTERIOR WITH DAM AT INTERIOR OF SILL 1 1 WINDOW HEAD AT BALCONY F.C. 7 DOOR HEAD AT FIBER CEMENT 3 WINDOW HEAD AT TRUSS ' -8.0 SCALE: 3"= 1-0" ' _8.0 SCALE: 3"= 1-0" ' -8.0 SCALE: 3"= 1'-0" STEP 1 STEP 2 LAP WEATHER RESISTIVE JAMB STUDS, SEE TO SEAL THE WINDOW BARRIER OVER SIDE FLANGE STRUCTURAL INTERIOR 1 x MDF SILL, PAINTED FRAME TO OPENING AND MEMBRANESEE JAMB STUDS, APPLY CONTINUOUS WATERPROOFING,TYP PLAN STRUCTURAL SEE Li SEE PLAN \NNSEAL TO THE APPLY CONTINUOUS BACKSIDEEALTOE THE SEAL ALONG TOP END DAM UNDER THRESHOLD (HEAD) MOUNTING :. 1X MDF TRIM MOUNTING FLANGE FLANGE. EMBED �. ......... 1 \ NEAR THE OUTER BOTTOM OF HEAD �/� EDGE AND IN-LINE EXTEND TO 112" BELOW FLASHING AGAINST SEALANT ALL , V WITH ANY PRE- �� TOP OF HEAD FLASHING SEALANT(FLASHING OQ BACKER ROD PUNCHED HOLES OR \�� TO BE INSTALLED LATER GOES OVER oloS�. — &SEALANT AROUND SLOTS ON THE SEALANT). EXTEND \ �O�' • WINDOW limin MOUNTING FLANGE. 8r doer...,,,,,,,, HEAD FLASHING \ 5`�`�� ` SHIM AS CO BEFORE BEYOND EACH JAMB WRAP SAM INSTALLATION ' . FLASHING, FASTEN IN kr INTO ROUGH REQUIRED BY W rn PLACE. OPENING I^ MFR, FILL GAPS V RESEAL ALL OUTSIDE ` - , _ JOINTS OF WITH EXPANDING -- JOINTS MZ i \ - . '�_ �`"`- i FOAM SEALANT G I -- -----=---'-=7---='::.-- ---7.--7=7=--=.//-. =, .-� z MECHANICALLY - : : \. �' LAP AMWRB OVER _� ------,�- - JOINED FRAMES, WACO W FIBER CEMENT SIDING —/� lil\N' -.____--__--_-_-__-. Ce VINYL NAIL IM &ADJUST \\ OVERLAP PAN WITH =Nt. � WINDOW TO ACHIEVE \ MEMBRANE WATERPROOFING RAINSCREEN FURRING FIN"WINDOW Jr;:� ' ,- SQUARE. PLUM& LEVEL SYSTEM PER MFR AT DECKS METAL L-TRIM WI HEMMED BACKER ROD&SEALANT 31g" m WRAP SAM INTO OPENING a O \ �,_.� CONDITION USE \ - O EDGE, INTERLOCK W/END a t ZEXTERIOR FIBER CEMENT SIDING V CORROSION RESISTANT 24 GA FULLY SOLDERED G-90 DAMS OF HEAD FLASHING ;\ FASTENERS. FASTEN GALVANIZED DOOR PAN — AND WEATHER LAP END METAL L-TRIM W/HEMMED RAIN SCREEN FURRING, J \ WITHIN 10"AND NO � � DAMS OF SILL PAN EDGE, INTERLOCK W/END DO NOT PLACE OVERill< W 1 ]� CLOSER THAT 3"IN EACH DIRECTION FROM % FLASHING DAMS OF HEAD FLASHING WINDOW FLANGE X. AND WEATHER LAP END LAP WEATHER RESISTIVE el, .., EVERY CORNER. HOLLOW METAL NOTE: PROVIDE DAMS OF SILL PAN NOTE: PROVIDE BARRIER INTO RO,WRAP Z I- WEATHER FLASHING WEATHER FLEXIBLE FLASHING Q D M SECURE WINDOW DOOR AND FRAME W AROUND FRAME J 2 N 0 OPENING W/ \ WRAP17/ AS PER WRAP1 1A5 PER 1 AND SEAL TO F NLANGI� N EQUIVALENT OF 6d - CC STEPS AASTENERSA716"O.C. STEP 10 DOOR PAN FLASHING 6 DOOR JAMB AT FIBER CEMENT 2 WINDOW JAMB AT FIBER CEMENT Li 5 o , O ° ' _8.0 SCALE: 3"= 1'-0" ' -8.0 SCALE: 3"= 1'- �0" -8.0 SCALE: 3"= 1'-0" ti12 E w I x MDF TRIM, PAINTED TITLE WEATHER WRB TYPICAL, RESISITIVE SEE 26/A8.01 FOR # DATE DESCRIPTION �,�`.•.::.,; moi'. ADDITIONALTRIM BEYOND BARRIER, LAP OVER .,,_: .� INFORMATION INTERIOR g EXTERIOR DOOR FRAME BEYOND FLEXIBLE HEAD ;. -;.,` .:,_ v-77- SEALANT ALL FLASHING 4 ;•= !� END DAM OF SILL PAN, AROUND WINDOW .,I .w RAIN SCREEN V ,'-; �I� ANCHOR AND SEAL TO SHIM WINDOW AS U ;,_ FURRING JAMB RO REQUIRED BY MFR 'j ': -;"': ALIGN OVER ',:;:,,-*,: '[t:1°.-'--.‹, -(:: - PROVIDE + ' DOOR THRESHOLD SETDULE WINDOW ;-: 1" ` I VINYL"NAIL FIN" 2ND COURSE OF WRBWALL STUDS INSECT ` %� VINYL 1 i� ` �.. SCREEN AT / IN FULL BED OF SEALANT " .,''''-,:''4 WINDOW TOP AND 1 \1 `I \\ \ .,is , , BACKER ROD& LAP WEATHER {_:•,`-- ;' : - - BOTTOM OF - - - RESISTIVE ', \ WIFNDOW �l`� _ ,.------- i RAIN SCREEN I N BIQEWALK OR `� 1.. IN SEALANT ASPHALT PAVING METAL J-TRIM BARRIER TO SHED \ OPEN SPACE 1 � - WAOER, HORIZ �' ' \ FRAME BETWEEN I /.j - r. - TO SLAB WITH DRIP EDGE REVISIONS JOINTS 2"MIN, _ ", \ NAILING % FURRING 6 ' . tl• # - _ 1a z ' RAIN SCREEN VERTICAL JOINTS '- ''V FLANGE % n I _ r f - _ �4° FURRING TO STOP QST COURSE OF WRB _:, tip ;\ DASHED . ; .\\ '` NOTE: THIS DETAIL IS BASED ON AAMA , n �•I y/ *1\ EE SHORT OF NAIL FIN •-•-;.;',-,f;,;%4„712400-02 METHOD B. SEE AAMA 2400-02 V - SEE SLIP BOTTOM OF ;r; a: _ T FLEXIBLE FLASHING FOR FULL WRITTEN DESCRIPTION OF I / I " y t. - f= :- .. PLAN �, + I Author Checker JAMB FLASHING& „, :: ;, I / I ., -_ I1 OVER 118 CORRUGATED SILL FLASHING • SYSTEM INSTALL WINDOWS PER MFR 1 • PLASTIC BACK DAM AND DRAWN BY CHECK BY UR. - - - - - - - - - f 1 - DOWN EXT OVER WRB ; s., INTERUPTED I I 4 , -' - I I , OVER WEATHER -' } . � RECOMMENDATIONS, NOTIFY ` �`'`�`P ARCHITECT IF CONFLICTS OCC RAIN SCREEN �, - - I-0 = 4.:'- a•. 44PERMIT SET RESISTIVE � FURRING FOR _ RAINSCREEN D U : -'--- ;- , SEALANT JOINT STATUS BARRIER AT VENTILATION t° FURRING NOT - �IO� 'a = ` `4. BOTTOM OF HORIZONALLY - - ], TO OVERLAP • -- 03.29.2018 WINDOW SILL. STEP 5 - - �� -1 .. - ..._:I - I-. I --._--_11 MATERIAL N JOINT • WRB UNDER �'� :,. WINDOW ' .) • - -I 1 I--- ' i 1 _-- i DATE :- r� ,(� C� �___ , METAL SILL PAN FLASHING, SET IN FIBER CEMENT SIDING WINDOWS FLANGE,TYP �� - - SEALANT DOWN FACE SLAB/ - L_- WRB TYPICAL, FOUNDATION RAIN SCREEN 17052 SEE 17/A8.01 NOTE: PROVIDE CONCRETE FURRING PROJECT NUMBER FOR WEATHER ADDITIONAL FOUNDATION, SEE WRAP AS PER INFORMATION STRUCTURAL 17/A8.01 RIGID INSULATIONAXim 8 i 0 I 17 EXTERIOR OPENING WEATHER WRAP AT WINDOWS (DOORS SIM) 9 RAIN SCREEN AT WINDOW 5 DOOR SILL AT SIDEWALK I PATIO] 1 WINDOW SILL 020180TAK,INC. SCALE: 1/2"= 1'-0" SCALE: 1"= 1'-0" SCALE: 3"= 1-0" SCALE: 3"= 1'-0" -$,0 ' -$.0 -8.0 -8.0 If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. , .. . O't; . - . .••••••es•-:iiiik SIDING, SEE ELEVS W i _ WRB WRAP OVER Otak ° hi -Cts, Inc. RB / FLASHING 808 1 Third A :nue, Suite 300 SAM BEHIND WRB, - - Z-FURRING WITH Po and, OR 97204 LAP OVER MTL WEEPS ABOVE nil 503.287.6825 4._ ( .I FLASHING MIN 4" / NAIL FLANGE www.otak.com SEE I •• / s y! I / i Z FURRING WITH ; SAM WRAP OVER PLAN I : L- WEEP HOLES 11- FLASHING 7 SEE SECTION 7 I I VENT BLOCK WITH SEE PLAN •I ' METAL FLASHING i I I I i , 'II WITH DRIP EDGE ,. i ' d SEE \ I \ , INSECT SCREEN I METAL FLASHING WITH / I IIII N MTL FLASHING EDGE SET INTERIOR \ Ilil 4. 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If this drawing is not 24"x 36",it has been ' -8.Q. SCALE: 3"= 1-0" ' -8.Q, SCALE: 3"= 1'-0" ' -8.Q, SCALE: 3"= 1'-0" ' _8.0, SCALE: 3"= 1'-0" reduced/enlarged. Scale accordingly. 8"WIDE FLEXIBLE NOTE: NO DOOR AT SIM N r UV RESISTANT EPDM FLASHING, CENTER MEMBRANE ATOPEN ON CORNER OR 1 x ao 2X� 6 1 JOINT , _:-_ 1- - 11 1 - �* ..S�_ _ �__ ---- JOINT .:-:__ '-'1'•--7.-7-,-//::-----------------7-:1----:-_-- ..:_: _�. 8 WIDE FLEXIBLE �,I�Cf ' _ _ _ AX-8.01 I I . I ota k FLASHING CENTER l cC T - UV RESISTANT EPDM �! �xi r 4 ON CORNER OR ��•!( `' MEMBRANE AT OPEN �� r �� liJOINT /' '_ FIBER CEMENT PANEL JOINT °'.ylA� zr '� -)11/1i.digaioAl 1166., I SIDING SEE i VERTICAL WOOD IN BACKER ROD AND r_±-n_.>„_---- UV RESISTANT WRB, PLAN WEATHER RESISTIVEUNIT OPEN JOINT i i SIDING SEALANT SEALANT OVERNOTE: i } AND SEAL PER MFR �; I BARRIER, AND SEAL FINISH MATERIAL BOND BREAKER PRIMER ENDS OF PANELS- INTERIOR J Otak Ari 1 'cts, Inc. REQUIREMENTS � I PER MFR 1 I " TAPE TYPICAL r - RAIN SCREEN REQUIREMENTS / , 808 & hird A nue, Suite 300 1 /\ HORIZONTAL I1'-- �, 4" MAX ��y, 4" MAX ,_ Po :nd, OR 97204 FURRING, TYP � � I ---) FIBER CEMENT LAP SIDINGit I ] I ma. RAINSCREEN Z- �� B ALTERNATE ,JOINT WHEN DEPTH IS NOT 503.287.6825 FURRING /7 1 EWITH `A ) REQUIRED SEALANT JOINT DIMENSION POSSIBLE PER "A" ABOVE —• Y www.otak.com WE �� yo. 8"WIDE FLEXIBLE w 8"WIDE FLEXIBLE —-_—__ -—----_ - � _ -mom FLASHING, = = - - = =- (-'$ TYPICAL SEALANT JOINTS \ / \ j , \ J1 ;14'312 ; FLASHING, ir CENTER ON i ' ► _ SCALE: 12"= 1'-d" CENTER ON - - - ' CORNER OR,POINT CORNER OR JOINT ------Ti; I r a4_40/174 :�/".�� 8.0� • -- X72 €1 \ FIBER CEMENT LAP SIDIN EPDM PROTECTIVEJ BRIDGE RAILING \ _ \r , BRIAN R.FLEENER WEATHER RESISTIVE ;1 ' BEAD SEALANT, TYP SEE MEMBRANE AT OPEN -. 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Scale accordingly. ;a 1-1/2"X 1-1/2"TOP RAIL Otak ,/ � j ;,, 'co _____ 3/4"X 3/4" BALUSTER / GUARDRAIL SHALL BE ,,,/// DESIGNED TO RESIST A LINEAR LOAD OF OF Inc./ /A' 50 POUNDS PER Otak Ar CLS, i / / LINEAR FOOT MIN. 808 S hird A nue, Suite 300 WELDED EDGE / 1/- Pm o a 03..287.68d,OR 25 / z www.otak.com `• -8.0 I / iq -1/\ i il GUARDRAIL, SEE • ` IP -- 3721 °' 4 SLIP RESISTANT FINISH, :RIM R.FLEENER4 -/ SEE FINISH SCHEDULE tZ DECK FRAMING, SEE •• • PARAPET NITLAND:OR / WALL SEE SECTION Li_ STRUCTURAL 114"112"MAX LAP SAMF OVER SLOPE PREFINISHED METAL OF 0 SADDLE FLASHING, PLACE FLASHING 3/29/2018 OVER FLEXIBLE FLASHING ` ' a - : ' . - l ° :a_TF. . lirjiirmrLm II-1( ATINSECORNER �• IGUARDRAILSPACER v SADDLE =_ _ FLASHING ;:,:-...,:,,:::. :,,,[,,_,,,,”- t:,' - ., j I STEM_PLATE, SEE DBG P R O P E R T I ES 1 :IBREURC1RAELNT LLC .�..-•ter. =. � } / PLANEL SAMF .\; : :- :-,;:,-; R \ : �''�-;'• �, '; ' � `�-; '•'�• • `}:: _ •.� BUTT AND SEAL TO SIDE -,., I r . •` r OF STEEL PLATE, ' _ -` i / _.�._ .1 r _ _ _ _- " • PAINTED CONSULTANT / , 1 , . , . ,. . - • -• - , 2x4 NAILING BLOCK ;;: .,-,,:•;'.----•-•_•,: -.•:-,1-1.. _.:..-.1:-,-,f,•=7, / 1 1!\ . i II ',.I.'-'-.Z.'"..1 r� WRB LAP OVER SAM - 1 1 FLASHING AND METAL 1 j • T �' I i I I I WRAP SAMF AT CORNER SEE I 11 I ''` '' ''":/ FLASHING I ' I' SECTION I '�-.` I I I PREFINISHED METAL SEE � I I , FLASHING PLAN SAM FLASHING LAP OVER , FIBER CEMENT PANEL - METAL FLASHING i I I I I �; FIBER CEMENT SOFFIT 1 . CONTINUOUS WRB 1 I 4 2"CONTINUOUS • _ __ _ • I BEHIND CANOPYSADDLE FLASHING r ' I t t. LINEAR SOFFIT VENT L - __. . N 7 . 1 i � t ? I -- - 7/ - -� � ____W�----- �..__-__�.:_-----/2--------- - �. �---- ��_ f I • - BEAM PER ` `\ 1 SCALE: 1 1/2"= 1'-0" • 1 1 DROPPED BEAM PER / STRUCTURAL -H.0 1 I L: { • �r •1 I• ' I STRUCTURAL • � ,1 VENT BLOCK W/ •.L S J '\ WRB I INSECT SCREEN i I - BOLT CANOPY TO RIM JOIST � METAL FLASHING q q WITH HEMMED EDGE 3'- 11 114" • { N 1-1/2"X 1-112"METAL '� 14 GUAGE POWDER COATED RAIL TOP RAIL „ STEEL CANOPY J — N__ T.O. GUARDRAILRAILING POST W/ r2 BALCONY DETAIL tt jIt BASE PLATE,#i� ATTACH TO FASCIA -� _ ■ -8.0 SCALE: 3”= 1'-0" %' I 1 - <> 3/4"X 3/4"METAL - - , r ;: :A:: iiz : TOI ImmOpp_ ,:;:: , • M ' 2'-0"SEE SECTION I o a o a ! M ill ! -✓ METAL FLASHING /L ° \ - = _ _ --- WRB 1/4" FIBER CEMENTCe GUARDRAIL SHALL BE CEDAR T&G SOFFIT FASCIA, PAINT XX OPENING SHALL NOT ALL THE DESIGNED TO RESIST A LINEAR �!, PASSAGE OF A 4"DIAMETER SPHERE LOAD OF OF 50 POUNDS PER SEE JOIST HANGER PER LINEAR FOOT MIN. 0 PLAN STRUCTURAL 6 BALCONY RAILING ELEVATION kCL CORRUGATED VENT BLOCK II ,, IYCO - WITH INSECT SCREEN ■ -8.0 SCALE: 1/2"= 1'-0" ! 6 W J METAL Z FURRING WITH (. Y WEEPS g -8.0 ry Q 13 CANOPY AT STAIRING BLOCK ,�- z 1- -8.0 SCALE: 3"= 1'-0" SIDING,•SEE ELEVS M = N 2x4 co w •,..-11 T. N 0 ti �/ WRB GUARDRAIL, SEE W � a7 f..IL SAMF BEHIND WRB, /� 1 , LAP OVER MTL � � � O/ / ` I / ' ,! 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SOLID WOOD WINDOW /I\ �1 i T , SOFFIT VENT REVISIONS ,I' __•41 � NAILER - _-• � DECK FRAMING SLOPE TO , , Ii- I j i ' FIBER CEMENT SOFFIT I ' tt‘ „ _ DRAIN, SEE STRUCTURAL I I ... 1 II { ! 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STRUCTURE - 1 ` —_. 808 S Third venue, Suite 300 BEYOND ,. 8" 9" ' ' 1�,� • " •' j I` SEE IIIjaIIl !I IIIIUIIIIIIIIIII, FRAMING PER \� P. and, OR 97204 SLIP JOINT PER 1 8" - - = STRUCTURAL \� • i PLAN _ I �`-� +nwww o ak.c8om 25 STRUCTURAL _ _ _ _ -- _• _ - -- _ -- +� WRB cii NOTCH SLIP ----------- E �� b JOINT �..-..�i " SAM E �- PLATE PER BRIDGE RAILING 4 � �i` STRUCTURALci / RECESSED KNOX ti '• - 1+ BLOCKING PER BOX7 STAINLESS %I--='-. STRUCTURAL T.O. SIDEWALK STEEL MESH �.._- • BRIAN R. LiR� SCREEN /�' • • _ 4 ,,,*4740,,,4! ,,,,,,,,••,• +. PLAN • DETAIL ELEVATIONt%;RTLAND,OR BRIDGE S�iift) :•Wiwi..•:•moi Vi.O.�i�,' : •�,+ .•••1 /' . BALUSTER As4:••• ••O'*V A',':04••,'•0'••O'4i� • .,. , ,.,.,.,.,.,.,,.,.,.�.,.,. r,.,.,.,.,.,.,.,.,. 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NOTE CAULKING AND RELATED MATERIALS SPECIFIED IN UL SYSTEMS MUST BE APPROVED MATERIALS TO MEET A THE REQUIRED FIRE RATING. 314"PLYWOOD 1- " ' UNIT UNDER TUB NOTE Oita k * UL SYSTEM NO F-C 1161 OR EQUIVALENT CAULKING AND RELATED MATERIALS SPECIFIED IN UL CORRIDOR �� y. 3X CAR DECKING CONTRACTOR TO SUBMIT UL-LISTED DETAIL FORWR 5/8"TYPE'X'GYP BD SYSTEMS MUST BE APPROVED MATERIALS TO MEET EXACT PENETRATION CONDITION AROUND TUB AT RATED THE REQUIRED FIRE RATING. `% SEE STRUCT FOR WALL „i el,2 ea 1 6, WALLS ONLY, TYP & FLOOR FRAMING TUB I SHOWER * UL SYSTEM NO WL1001 AT METALLIC PIPE '' Otak A - lects, Inc. 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Scale accordingly. : , . ._• :_ • . . VARIES• SEE PLAN 'ir_ ,diliiiiie<aig.4 kik 'i• 1 2 -0 MAX .� - / 3/4" MELAMINE SHELVING Otak Ar • . ects, Inc. COUNTERTOP • - 2 MIRROR RI ONT EDGE FACTORY EDGE AT 808 S ird A -nue, Suite 300 BACKSPLASH r Po =nd, OR 97204 ma 503.287.6825 77"" o www.atak.com LAVATORY �� COUNTERTOP COUNTERTOP T &BACKSPLASH & BACKSPLASH A. 1 x 2 MDF CLEATS AT WALL INSUL WRAP PLUMBINGI W/45 DEGREE ANGLE CUT AT100 + � �� I LOCATE REMOVABLE FRONT EDGE, TYP a �, L _- CABINET AT OPEN io T. 372, KNEE CLEARANCE � n o ��K ,a � !� END OF COUNTER i' (ANSI 117.1) // 17 4 z WALL BEHIND Y O 'TO COUNTER o BRIAN R.F EE R • • REMOVABLE CABINETRY o WALL BEHIND / z o ce p REMOVABLE CABINETRY d '� / i., iv TO BE FINISHED - i i ¢ 1 FACE OF WALL 1 �i �� o_ 2 10Z--- err P,RTLANU, N REMOVABLE 11 - ¢ z �i 1Q TO BE FINISHED 1► CABINET o <n o C I NOTE:ACCOMMODATENNz o g c"O 0 - FLOORING TO '• OF O KNEE CLEARANCE BEHIND FLOORING TO a m / CONTINUI= its 3129!2018 REMOVABLE CABINET @ a� CONTINUE UNDER UNDER TYPE A UNIT AND TYPE B CABINET a -,. •, CABINET i¢ STAMP UNITS USING FORWARD 1 • •`' 30"CLR MIN ;-- APPROACH @ LAVS, SEE 8 MIN r1, 30"MIN L '`1,EMOVABLE CABINET NOTE: SEE 201AX-8.13 FOR UNIT PLANS FOR -Pr' • " REMOVABLE CABINET _ LOCATIONS 6" 11"MIN SEE UNIT PLANS/ELEVS r- VARIES KNEE SPACE i, ( .1- SEE UNIT PLANS/ELEVS ..r~ MAX REQUIREMENTS. L-_ --- ----� `� r ,- - DBC PROPERTIES 20 ACCESSIBLE KNEE CLEARANCE 16 REMOVABLE KITCHEN CABINET 8 REMOVABLE CABINET AT VANITY 4 UNIT SHELVING LLC -8.1 SCALE: 1"= 1,-0" ' _8,1 SCALE: 1/2"= 1'-0" • -8.1 SCALE: 1/2"= 1'-0" ' -8.1 ' SCALE: 3/4"= 1,-0" CONSULTANT 39 I 6 1 COUNTERTOP ADJUSTABLE WIRE SHELVING SYSTEM \ i INSTALL ELECTRICAL OUTLET OR SWITCH BOX ' HORIZONTALLY —L LIAill , CLOTHES �. - - HANGING ROD • ,� 2x6 WOOD STUDS AT 16" O.C. z ROD BRACKET ACCESSIBLE WATER CLOSET 39" TYPE A LAUNDRY EQUIPMENT 2 X 1- N1/4FINISH PER iii Q SHELF BRACKET THAT LOCKS �� 42" ; z INTO WALL UPRIGHTS FOR I. SCHEDULE o SUPPORT AT NUMEROUS HEIGHTS 36" Q WI �. i(-1F, 12" , 54"MIN 1 ; z 24"MAX t a `r' MIN IOr . FINISH PER SCHEDULE AT 12 MOUNTING RAIL ATTACHED r 12" ,, 42"I !I I 1 REMOVABLE CABINET a MAX MINI I r -2 1- ¢ TO WALL STUDS `� TO CONTROLS v 1 :6: `r !oil i �_ "' AJUSTABLE WALL UPRIGHTS MAKING �^ L G------- - -- - N- : O • KITCHEN CABINET, REFER TO SHELF ADJUSTABLE FROM A MINIMUM —.LC ---7I J LC �� ~� _- P,— - INTERIOR ELEVATIONS FOR OF 42"TO 60" IN EACH CLOSET ADDITIONAL INFORMATION f 1__. DISPENSER �- INSTALL GYP BD, PAINT 401 - PLACEMENT AREA PEDESTAL AS J J ; �� \ NECESSARY TO i Cn '► FLUSH J ¢ �- in Q , ACHIEVE 15" ao - I �C- a, !ro- 0, ..3 LEVER ON `'' Z MINIMUM TO , u) WIDE SIDE w Ict re C° `,' B.O. OPENING Z °F WC ° X cC I I _ r 7 UNIT KITCHEN BAR 3 CLOSET SHELF/ROD ACC WATER REAR GRAB BAR SIDE GRAB BARS TOILET PAPER DISPENSER FRONT-LOADING WASHER/DRYER ■ -8.1 • SCALE: 12 "= 1'-0" a _8.1 • SCALE: 3 = 1 0 CLOSET(WC) FLEXIBLE G TYPE B WATER CLOSET(ALTERNATIVES? WATER I I TYPE AITYPE B WATER CLOSET CONNECTIONS 114"X 3" LAG OR iCle \ I EXPANSION BOLTS i NOTE: GRAB BARS SHOWN FOR NOTE: PERMITTED WHERE LAV NOTE: GRAB BARS SHOWN FOR (OR APPROVED ❑ REFERENCE ONLY, ONLY BLOCKING OVERLAPS GRAB BAR AREA REFERENCE ONLY, ONLY BLOCKING REQ'D I EQUAL) / ROOM SIGN O REQ'D -,j• 40 .e I I I STRUCTURAL TO ACCOMMODATE 3/4"X 24 GA. WALL / �- - W FIXTURE MOUNTING PLUMBERS � I MEMBER / -� < J 36"MIN ,, �, 24"MIN .• 54"MIN 12" �. 24"MIN 18" 18" I _,, 24"MIN •R_ TAPE (OR • MIN --,e ar- APPROVED I `c .,� 12" 1 EQ EQ 12" 42" MINCLEAR CLEAR c „ g Z Q �' MIN MAX r I I .� 15 314 12"_,� EQUAL) I I / t 1'-0" = N W f I '¶ 15314" t 15314" g� I I MIN STRUCTURAL / i� / I '� I 'h I WALL _ N. Q rC Jl� �� C '� LC � ► - — �� — jJ MEMBER I \ o W co \ , Ce ! I `� o _O , I ( I 4 r TI ° 1 1 / \ cs — /1W iD I i0 id c0 - I - - _ J I r ... `, FLUSH -1 Cr) FLUSH M i "' FLUSH \ W _'� LEVER ON 'in ¢ in LEVER ON Q M cn v.)i LEVER ON I m LEVER ON . \ \r' WIDE SIDE WIDE SIDE all CL WIDE SIDE \ O Q V":1 FLUSH , to OF WC LLI OF WC o WipE SIDEOF WC4 to in cc ec OF WC illi 4 NOTE: Ili�r ` '� -• a. DISTANCE FILL SPACE BETWEEN , STD WATER REAR GRAB BAR REAR GRAB BAR(ALT) SIDE GRAB BAR SIDE GRAB BAR SWING-UP GRAB BARS • REAR&SWING-UP GRAB BAR FROM WALL AND WATER CLOSET(WC) (ALT-TYPE B ONLY) (ALT-TYPE B ONLY) (ALT-TYPE B ONLY) WALL HEATER WITH 2X BLOCKING WITH NOTE: SIGNS SHALL BE CONSTRUCTED OF TITLE CUSHIONED FACE DURABLE MATERIALS, PERMANENTLY INSTALLED AND READILY VISIBLE # DATE DESCRIPTION ACCESSIBLE BATHTUB TYPE A/TYPE B BATHTUB -- 6 WATER HEATER STRAPPING 2 ROOM SIGNAGE NOTE: GRAB = 1/2" , BARS SHOWN a -8.1 SCALE: 1" 1-0 _8 1 • SCALE: = 1-0 24"MAX 24"MIN • 12" , 4"MAX- „ 24”MIN 12" _ FOR REFERENCE 24"MAX _ 24"MIN 12" r 4" MAX- 4. 24"MIN 12" • MAX ' a MIN ONLY. ONLY ' MAX ' MIN r-_—; BLOCKING 1-1-1 i ' i REQ`D. INTERIOR EXTERIOR z z I .6 i € op' LOCATION I I %- / DOOR . ___.-_ar OF BATHTUB !0, c ,� •r { ) qtiii // REVISIONS •� CONTROLS F„ ; -J Ec „� -- _ _/yr- _ 1--e- 1- -- - -- - ,-T_ ADA TRESHOLD, 1:2 _ I_ _ _ _ / MAX SLOPE AT ALL �C -r'- \--_____L__,__ 1 5-' _ g� _ �, I-Cio TRANSITIONS, 1/4" °� _ d .- L CI d _ / MAX HEIGHT AT Checker m M J J C') VERTICAL PORTION PRAWN BY CHECK BY • f 4# __1 —1 J -' OF SILL, 1/2"MAX °' T REMOVABLE + c'' in- ! OVERALL HEIGHT 2 PERMIT SET \ 1 STATUS IN-TUB SEAT OZL _ _ _ / CLEAR DOOR WIDTH-MIN. 32" 03.29.2018 • F.O. LEAF TO F.O. STOP r ,' 1 1' r I f '' t _ \ 1 Ni DATE �r 15"- 16"•, BATHTUB WITHOUT BATHTUB WITHOUT BATHTUB WITHOUT TYPE A/TYPE B BATHTUB TYPE A/TYPE B TYPE A/TYPE B i I PERMANENT SEAT PERMANENT SEAT PERMANENT SEAT (BACK WALL) (CONTROL WALL) (HEAD WALL) Ti. - Tcir \ 17052 (BACK WALL) (CONTROL WALL) (HEAD WALL) PROJECT NUMBER ,r L ( I !1.- - g NOMINAL DOOR DIMENSION 1- Ax_8 • 1 3 ©2018 OTAK,INC. 17 ACCESSIBILITY MOUNTING HEIGHTS 6 DOOR CLEAR WIDTH 1 ADA SILL TRANSITION If this drawing is not 24"X36"it has been reduced/enlarged. Scale accordingly. • 8.13 SCALE: 112"= 1'-O" • -8.1 SCALE: 1"= 1'-0" -8.1 • SCALE: 6"= 1-0" Otak ........ .116, Otak A : ' lects, Inc. 808 S Third venue, Suite 300 P. -nd, OR 97204 in 503.287.6825 www.otak.com •.:. 1 � a .i 3721 BRIAN R.FLEENER '4 • P%RTLANB,OR OF 0 3/2912018 1x4 CEDAR BOARDS STAMP -8.1 \ CABG PROPERTIES \ LLC 9 51 CONSULTANT 'a t • I SEE PLAN / 1x4 CEDAR BEDROOM CLOSET BASEBOARD / DOUBLE 2 x UNLESS s.. / NOTED OTHERWISE ON STRUCTURAL ;` - 41111011..- DRAWINGS EXTEND GYP BD _ 411111110111" ,. 3 STAIR ENTRY E L E VAT I O N DOWN TO ..--- BIFOLD DOOR TRACK CONCEAL FRAME, PROVIDE J-TRIM = i -8.1 • SCALE: 112 1'-0" „ AT GYPSUM N 1' BOARD EDGE ,,_,..1*—rf GYP BD @ JAMB BEYOND GYP BD @ JAMB BEYOND R1 BIFOLD DOOR 7 !! LTFOLDNBIDOOR HEAD — 1 Pill 1111111 • _8.1 . 3"= 1'-0" IP _\ Z LLI .,:, --. M DOUBLE 2X UNLESS I-7 SEE PLAN OTHERWISE NOTED ON AAn STRUCTURAL I it DRAWINGS e' X41111‘ IIIP ao BEDROOM �` CLOSET 13. cc Q L:IJC Cr) BYPASS DOOR TRACK J 1/8" . • 4, . cm g cy, I-- 0,,,, \.� J Z N W 1 x 3 PAINTED TRIM f _ Wcrl I BYPASS DOORS },• r; • IY7Ct 1 x 1 PAINTED TRIM • r'` c .. GYPSUM CEILING a 0 WI r CORNER BEAD 00 ❑ Ce GYP BD JAMB-TYP (� W & GYPSUM CEILING = O < I ,... 6 INT BYPASS DOOR HEAD 2 CORRIDOR CEILING AT HEIGHT CHANGE TITLE ` -8.1 . SCALE: 3"= 1'-0" • -8.1 • SCALE: 3"= 1'-0" � # DATE DESCRIPTION M U- DUCT SEE `a ;� ", ` Y.a a p4', n'. .. 4• 1x4 CEDAR BOARD MECHANICAL ''' . •� - DOUBLE 2x UNLESS F~ i _ - OTHERWISE NOTED ON ;-F DOUBLE 2X UNLESS ••7 7 ■ SEE PLAN STRUCTURAL - OTHERWISE NOTED ,:. SUPPORT WIRE 41040... DRAWINGS \/ I _,<'_: 7- ON STRUCTURAL - S`` \ -' SEE PLAN DRAWINGS /\ I i `• LED LINEAR LIGHT —� REVISIONS ', ` J \-- O .`� CROSS MEMBERS z �- " _ ;• FACE OF FINISH AT - D T. FACE OF FINISH AT AS REQUIRED D �.." 'v / • PERPENDICULAR �' - i _ '2� PERPENDICULAR a /, •• Q _...,---.1%•:::-; JAMB CONDITION Author Checker . ..:,-• . JAMB CONDITION ��' ' - ....._ - . DRAWN BY CHECK BY 1 x 3 DOOR STAIR �-- CORRIDOR �' -. , CASING, PAINT PERMIT SET { I STATUS lx CEDAR BOARD \I f 1x3 DOOR TRIM 03.29.2038 CASING, PAINT j DOOR CASING, PAINT %I/X;-7-- ��I/-°) F�II�/1—��I,# - �`' DATE \ DOOR CASING � ! \ii � �J1•INTERIOR DOOR, INTERIOR DOOR, 17052 SEE DOOR I I SEE DOOR 4" PROJECT NUMBER SCHEDULE j n I SCHEDULE 1x4 CEDAR BOARDS NOMINAL GYPSUM CEILING N /\ I 1v/ 14 AX-8 . 14 9 STAIR DOOR HEAD (JAMB SIM) 5 TYP INT DOOR HEAD (JAMB SIM) 1 CORRIDOR CEILING ©20180TAK,INC. -8.1 ' SCALE: 3"= 1'-0" -8.1 ' SCALE: 3 1 -0 -$.1 4 SCALE: 3 - 1.-0" If this drawing is not 29"x 36",it has been reduced/enlarged.Scale accordingly. AIR SEALING NOTES NOTES ,...iiii00007-7.: •• : "lib. 1. ALL EXTERIOR WALLS AND UNIT DEMISING WALLS TO Ptak Ar ' • ects, Inc. HAVE SILL PLATE SET IN CONTINUOUS SILL SEALANT. 2. AIR SEAL GYPSUM BOARD TO TOP PLATE AT LEVEL 4 808 S ird A nue, Suite 204 DEMISING WALLS Part nd, OR 97204 mai 503.287.6825 .w1 Fps dui p .'ww.otak.corn • • • • a • • • 1• • 3 SEAL ALL ELECTRICAL BOXES SEE 101AX 811 • w•r• •. : boo w•w•w•www• t• • r a - . ...a # ."'..• wwwwwwJ r L • ' • , . - •o__ :... • _, .. • �• • 4 SEAL ALL MEP PENETRATIONS IN WALLS SI=E 12/AX 811 `I li -1r�r.ww:vwifw. f.- . .i `..r.r .J �- + �. �� CEILINGS SEE 8/AX-8.11 �,;,�. 5 SEAL ALL MEP PENETRATIONS IN * `�! — • 6. ALL EXTERIOR WINDOW AND DOOR OPENING TO HAVE 3720 rel ,; • CONTINUOUS SEALANT SEE OPENING DETAILS ON ;RIM R.FLEENER fin EM.t SHEETS AX-8.01 AND AX-8.02 • •f, • • `--- 7. THERMAL INSULATION TO BE INSTALLED PER RESNET PORTLAND,OR I"r." • ,�•�-_ -' - L� t,-...-„,m. � 11 L L . ...........„..__, ..—.4.1--. —1 GRADE ONE PROTOCOL ``\ r 7 r +-_ ;�• 8. ENVELOPE TO MEET REQUIRMENTS OF THE ENERGY ••' } 1 -=_ �._-, c---7 - - \ ;4. STAR THERMAL BYPASS CHECKLIST ii `�- 3129/2018 ___, _, : �� r :3 =rte --� � 9. BUILDING ENCLOSURE TO BE TESTED FOR AiRSTAMP a; ' i i g i � r TIGHTNESS PER ANSI/RESNET/ICC 380-2016 STANDARD ___iie , : Y . .._ . .. �/��-5.\�. _ ' -. y - f[F I. Ir J ` ti--J ' I1! r Il/-��y �/�'{�r1 /�•��.^-^!.'.^�^ i.] ,' �.•T•"Z h r t«,,._••:., V L. f§ 'L « \:.,1 c r_� .i. ♦ me 1".....�.«..--• La.±;t I S. ._. - L.. WY �«✓ ,P p- s ,j_„E ..•�„J l�[,' J1 / . . i c� �er1►r(iLi4 w •- ••' :: • . - r..,, - •. _ -.••',' _ LOCATION OF CONTINUOUS AIR SEALANT/BARRIER r� -I\. 1._. • 0 CD_ 0 ;c ........ _. 0 �=, o ► ,• , gjc : ; �o a tDAG PROPERTI ES 1 � _-._ L ` ' LLC .x, I �I-� .. - • �-�t.3 ® ROUTE R • T DUCT • J �w, ~ 1 f TOEXTERIOR f , 1 j / , t.-.._-.-.... I 1,I •• WALL SEE ,_;.�. I..-._... I I E :..ry ��,` OORJ IST �� :• CONSULTANT LLC (71 II_ :. F�” -: _ ! FLOOR JOIST ! i i r .i �-) , E---] a• SOUND BATT "' ' H-•-i: .. __ INSULATION E—i rte._ Pi CONTINUE UP AND �:' -.-._ .r-I I-'' OVER MECH FAN �iitatifittaAL' I I �. � � e�►� • r `� rar ! 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CEILING AND EXTERIOR FACING OF !' ' < 0 Will WALLS TO MINIMIZE LEAKAGE I.j ,• , ; ; NT- C�;: ` : i- I 4� 417 a Q THROUGH ASSEMBLIES.ALLOWABLE •j 't I € i ! '� 1 LEAKAGE RATIO IS .30 CFM50 PER SFIIIIIT UNIT /� I' UNIT • E 1 —; IC L -8.1 OF ENCLOSURE MAXIMUM • 1 ' I � • ' i 1 r`• _ © atn,trrt - -- ....,•1164 ••s. y— '—. �,. FILL CAVITY WITH CO N O TYP AT LEVEL = AX-8.15 , r I SPRAYFOAM _..__F ;€ j RATED INSULATION Z U HEAD OF WALL _ - w \I EXTERIOR Q ❑ or) - - 1 UNIT [ \ \` CORR. • LSC WALL PER CONTINUOUS SILL �y (.9 n afalwfr w! V -4--`s'hq � •rr* n 'P:(" i . E r UNIT PIAN SEALANT CNI I , t11 i S 7 • i : �_ UNIT UNIT ( 1�� \ 1_ ; LIMMI O O IL-4:1 i UNIT I �; \,. C ► • UNIT �E i V..� �.• i F. �f r ,/ .� . I B D W , it Cl) • - 3 - - NOTE' WALL - t �' �- INTERSECTION ASE p Q -. • ^-_-_ _ i_.-_. 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LANDING 4 STAIR TREAD DBG PROPERTIES IC -8.21 SCALE: 3"= 1'-0" a -8.21 SCALE: 3/4"= 1'-0" -8.21 SCALE: 3/4"= 1'-0" ' _8.21 SCALE: 1 112"= 1'-0" HEAVY DUTY RUBBER 1 VINYL TREAD HANDRAIL 1 1/8"PLYWOOD TYP AT TREADS CONSULTANT LATCH TO WALL �, 11"MIN i",, SEE PLAN FLOOR FINISH VERTICAL 5 BASE SEE FINISH AX-8.4& / 3'-0"X 8'-O" ROOF HATCH SCHEDULE , z FLOOR/LANDING FRAMING STAIR WELL WALL —1 � TYP LEDGER AND JOIST -- = PER STRUCTURAL SEE PLAN ROOF FRAMING NOT HANGER PER W - 1-114„STEEL PIPE SHOWN FOR CLARITY STRUCTURAL 11 STRAP PER STRUCTURAL GATE FRAME .� FLOOR/LANDING ^ BLOCKING AS REQURIED i iSELF CLOSING FRAMING PER FOR GYP BRD STRUCTURAL /r- GATE HINGE -....m.�� ...1 _ - l-- _....., . .... ., l , ,� �� SEE PLAN 1 - _ _ __ _ 7,A* { /: :t _ SEE G f - SECTION Ik - - I . Zo �` GUARDRAIL S / 1/2" PLYWOOD TYP AT RISERS STEEL SHIPS i \ HEAVY DUTY RUBBER/VINYL LADDER • ► - " RISER COVER - 1► �• 5/8"GYP BRD BELOW 5/8"GYP BRD BELOW STAIR DOWN STAIR AND LANDING STAIR AND LANDING r ..,.. �.. 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NOSING r� J-TRIM .� _ N 'J 5"MIN i.° N ` 0 TREAD DOUBLE 2x WALL I LU DEPTH TOP PLATES I =, - _--_ -- -- _ o LI.. o CD 0-% Al•P' D BELOW CO - W 2 SEE PLAN 411111111111 COQQNOTE: LADDER TO BE MINHANDRAIL I 1STARYANDRLANDING C~D 0 I-'-"WHERE OCCURSi•.r (f) � 30"WIDE BETWEEN � E HANDRAILS SEE PLAN I AX-8.20 I FRAMING AND STRINGER • CONNECTION PER STRUCT SIMSEE TITLE SECTION 'I- V # DATE DESCRIPTION 10 ROOF ACCESS LADDER 6 STAIR PARTIAL WALL 2 STAIR TREAD AT BOTTOM OF STAIR • -8.21 SCALE: 3/4"= 1'-0" A _8.21 SCALE: 3"= 1-0" _8,21 SCALE: 1 1/2"= 1'-0" 1 112" DIA CONTINUOUS PAINT \\I GRADE WOOD HANDRAIL WITH REVI510N5 METAL SUPPORT BRACKET AT 6'-0" 1 1/2" OC MAXIMUM-PAINT TO MATCH TCLR1. BASEBOARD er \\.\ \\\\I . > 2 X 4 BLOCKING ` DRAWN BY CHECK BY \ ! FOR HANDRAIL r I SUPPORT BRACKET Z PERMIT SET ATTACHMENT, TYP J O STATUS ~ - w 03.29.2418 1 7 ----• 8 DATE 12"MIN AT TOP ,; m 1 TREAD LENGTH AT BOTTOM ` SEE PLAN o 17052 /� PROJECT NUMBER V r NOSE OF STAR A)(-8 . 20 8 2 0 5 HAND RAIL EXTENSIONS 1 HAND RAIL AT RATED WALL 0 2018 OTAK,INC. _8.21 SCALE: 3"= 1'-0" • -8.21 SCALE: 3"= 1'-0" If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. . . : . . . . , a, . . ......... .4. 6„, Otak A ects, Inc. 808 S Third A enue, Suite 300 Po ,and, OR 97204 m- n 503287.6825 www.otaic.corn li 1'-4 i MIN CLR Of '--- 1/2"RADIUS AT ENDS Zp • -4: i'+/ 3720 �-- ► BRIAN R.FLEENER z318"x 1 1/2"STEEL • • 7 FLAT BAR ��. iiRTLANO,OR N CFD �3/4�P, • 3/29/2018 • TOP OF S Ae ,L .` STAMP li 1\ L... 1-114X3116"GALVANIZED BAR . .•a ;• e , • .a ` GRATE WITH TYPE H-3 STEEL ANGLE d : _ d f SUPPORT(TYP) , SADDLE ANCHOR(1"MAX , CLEAR OPENING-SLICE IN PROVIDE BLOCKING _ �_ '� 1�!r�j 1 HALF FOR REMOVABLE) IN WALL BEYOND& �Q, • ,� SECURE AS �, ' :� DBG PROPERTIES - REQUIRED 4,,,? 11 I �.: i d, • • • _ '' LLC I • s " '•rte - , • • vr �" CONSULTANT • '� \ .. -•\! • 314" MIN DIAMETER c. - ;�°•\ . +'.d a / STEEL SAFETY .r. . ''-)\-- ;- RUNGS(SCORED = . FACE OF SHAFT WALL • ' \' OR ABRASIVE) @ 4 a. b ,, L2-1/2X2-112X1/4" •. ,zy • PLACES(TYP) ° F • ) ' - GALVANIZED ANGLE 2 ; WITH(2) 1/2"DIAMETER — -• ' ' ' 4. - ". X5"WELD STUDS AT 2'-0" ANCHOR FLAT a NOTE: GRIND ALL -•- !. ::4 • O.C.AND 4"FROM EACH BAR TO 1", 4" ` - • °` WELDS SMOOTH AND • +' END 1 112"{TYP) STRUCTURE ' • PRIME PAINT, PAINT '-,4, ' ' ; • - ALL STEEL, OSHA • ;• = (TYP) ' • °�. - { "YELLOW' ELEVATION SECTION 7 SUMP PUMP PIT GRATE 3 ELEVATOR PIT LADDER DETAIL A -8.2 SCALE: 3"= 1-0" ' -8.2 SCALE: 3/4"= 1'-0" 90 MIN RATED RAIN SCREEN ELEVATOR DOOR FIBER CEMENT SIDING — FURRING L. INSECT SCREEN FLOOR FINISH AT BOTTOM OF GROUT AS WEATHER RESISTIVE `_ ii 1 . RAIN SCREEN F3 REQUIRED CO MECHANICAL EQUIPMENT BARRIER ,WRAP OVER 1 TERFLASHING WITH ELEVATOR DOOR SELL BY CO METAL REGLET FLASHING E 1 WITH TERMINATION MFR TO COMPLY WITH ICC -.. I PER MFR --/V- BAR A117.1-2009407.4 Z Q WOOD SHEATHING, a a . • . . • a MEMBRANE SEAL, FLASHING SEE STRUCTURAL - �4, ROOFING 4 ` • ' ° , ; ; : •;�.;- _ &REINFORCEMENT PER _. MEMBRANE 111 w �' ROOFING MFR .l —. 1. 1 /� �� , �� // '//7 ,� , FLASHING MEMBRANE , M Q • ROOF MEMBRANE o �- HOT AIR WELD ' STEEL ANGLE PER CONTINUOUS BENEATH T ' / _ - STRUCTURAL I' I— v iper. SEALANT _ PREFORMED CURB "' SI�AFT �� VERTICAL FIXING ANGLE ce < .. faVATOR SHAFT j - - �� AML j 1 ' e • , ELEVATOR M WITH < 0 = ..—_ __•--.- _ — ELEVATOR MFR 7 �' _ ___ _____ FERE SEALANT -----2,... - -- VACL ix TRUSS BLOCKING / ccW FIRE SEALANT SEE STRUCTURAL / Y U • EXTEND GYP TO L CO N W EXTEND GYP TO C Qg , UNDERSIDE T UNDERSIDE OF SHEATHING SHEATHING z r- � = CV - [] J N o2S ..WSEE PLAN ■ � GIRDER TRUSS GIRDER TRUSS . . ._ ii� AND HANGER / IP t AND HANGER SEEa O STRUCTURAL 5EE / ,r STRUCTURAL - O , _ • ___ ._ _,,,____ % • 0. ..• < , _ , LIU ' > • 1 C NOTE:TRUSSES NOTE: TRUSSES . O < LLI PARALLEL TO WALL PARALLEL TO WALL —.. ' \ —- i N. 0 J AT SIM AT SIM �J ti i= LU 10 2-HR SHAFT AT ROOF 6 ELEVATOR SHAFT WALL AT ROOF 2 ELEVATOR THRESHOLD TITLE = # DATE DESCRIPTION • _8,2 SCALE: 1 112"= 1-0" • -8.2 SCALE: 1 1/2" 1-0" • _8.2 SCALE: 3"= 1-0" SEE PLAN 4, SCHEDULED BASE SEE PLAN _ • SHAFT UNIT/ SCHEDULED BASE _ • . ELEVATOR CORRIDOR = SHAFT FIRE STOPPING i FIRE STOPPING •' SEALANT / SEALANT = REVISIONS WATERPROOFING / ' z NNW Author Checker - • ' c - DRAWN BY CHECK BY • : s :.:r PERMIT SET • a. •.-••••�•• -••"ti,;-4•!�. '.ate ♦..•. - ..•'..-. S' _ •-4• ._. -�• . r". , " d d• - .d.•',., • , v = • I • ! ' .'•• t ' '':e'd' .'d • ° _ • im STATUS • 03.29.201 8 " Y+ � 4 ... . DATE 17052 !. }i !1•}. 0�} !i }•! }� ! }� rp. is! i i i ... 1t.4 • �' •' •'. 1 s i : � , i S > t r PROJECT NUMBER 1 � 1 • 4 w iS• I w+i • iii I w 1_• I w l � 1 i 61 _ � � � e ,i.)ti.�~1��1�f�ti�l��I�f�?i�� 't1�.�/.�.'�•f�1• •1.?�.f' �rd' I I IAF i.-i I ,,. V ///Opp\\\ sd , AX-8 . 21 5 2-HR SHAFT AT GRADE 1 BASE OF ELEVATOR SHAFT .2018 OTAK,INC. if this drawing is not 24•x 36"it has been ' _8.2 SCALE: 3"= 1-0" • -8.2 SCALE: 3"= 1'-0" reduced/enlarged. Scale accordingly. • • SQUARE STEEL HSS •, •, Oak /`1r a its, Inc. AT TOP OF GATE I808 SW hird Ay; ue, Suite 300 Porti- d, OR 97204 i mai .03.287.6825 1,v, ,/ // d °/ 20'-0" NVW.Otak,cam • 4 x 1x4 VERTICAL Od 3720 vet CEDAR SIDING - w • — I I — ' — I — - —i — CI I I I —`J 1 —' — � RIA�1 R.Fi�E 1 R 1rHffFflIFJ «VIAND,OR i ! ; . I I i l I • I I A • • • l I I I I I I I I I I I I ! I I CEDAR SCREEN OF V BOLLARD /I I i I I ! I j I I I I 1 i i I I 1 3129!2018 BEYOND I I i I � I I � ' 11 i II I I I STAMP 114" STEEL TAB • • • WELD TO HSS 11 1 1 I 1 i 1 I 11 =, 1 1 I , I I I I � I V I• I ! _ w • i I I it I I , l ; I • ../- \/\ . [ 1 I s � • I I � i I I I i i ' I l l � i I 7.1 LJ i I i I I i t I DBG PROPERTIES SQUARE STEEL HSS ( I i I I l l I • I ; ; , • ! • LLC AT BOTTOM OF GATE , „ „ ,.. I I I I I I I ' I # I I I • I I I • I . r ` � J � � TI ! rt + . I �� iI � i � � I I ^� t ! T11 {i CONSULTANT II / bli Z rtI .'{` 1611 10'- 1" I. 10'-1. r.6, 1 N • '. q 1/2"DIA CANE BOLT&CAST-IN I • SHRINK GROUT-ROUND TOP 6" DIA. STEEL PIPE-FILL W/NON- BOLT SLOTS AT CLOSED& WASTE ENCLOSURE - SCREEN SECTION F OPEN POSITIONS FOR EACH 6 ca GATE • ..9.01 SCALE: 3"= 1'-0" 'a • DOME TOP OF CONCRETE FOOTING -•I'4- BACKER ROD AND SEALANT OVER 1" SQUAREJ JOINT FILLER HSS GATE FRAME - 14" PAVEMENT, SEE CML 1/4"STEEL TAB .. 4 •'- • , . ' I 16"DIA. CONCRETE FOOTING 2 WASTE ENCLOSURE- ELEVATION REFERENCE WELD TO HSS -_,- �• . I STEEL ANGLE ,, �:,f - • PEW {PAINT BLACK) :' . ' . _._- ' -9.01 SCALE: 1/2"= 1'-0" a _ 1x4 VERTICAL -- 1--_ r •/ I ! CEDAR SIDING I 1 4 ill 7 I. 11 J ; °� t :: _�: :1 TtL __ Cl) IM 4X12 PT WOOD BUMPER-CENTERED AT 12" .-/ %'• "' '•:4 •••• _;.j- -- I ._ iki:�1P FOOTING 20'-0" AND 48" FROM FINISHED FLOOR WI ."--4111rxmor, •-ak / EMBEDDED ANCHOR BOLTS OR EXPANSION ANCHORS INTO SOLID GROUTED CELLS, LLI 5 WASTE ENCLOSURE - SCREEN PLAN BOLLARD DETAIL TYP AT ALL INTERIOR WALLS ' -9.01 SCALE: 3"= 1'-0" ' -9.01 SCALE: 1/2"= 1-0" / . re ' 'a•.• • - - . •_ ••-.',a • •a' •-, _ "'"vs• -- • ~ ,4": •.' -, : -: 4' • r • • ,,". 4 s •-: : • • ' ; - !-- ''. 1 < 0 COPED CMU CAP . • ..- • ~ • '•• i- 'jam '4 K ,d . y~ , s oar j r ��" _ _ - • • IC ' • + ., '11 Ce b•- •,.pr •.!d � ., � •- •0-' •l ' ,4, . -. ,• ` •` -d.•+ ice. . / • •�1 v„! a•:%'•• ,• • - „ . . -. •-. • r,•• r < ILI }} . • - . .44 x • • • • . >l72l-" d.-'••• • 4 • r, a,'•• •• •n - s ,� • • • 44 t _ •, •_ ,.. A -: ,r. _ •,1 ie.; �`^' -�V • 4Ll} l .4 a. , 4 ,+,. 4 •'' - ._ ' % 4 . • k • + 1_ i- I.- - 4 1- 1 cf) KJ U) . c 1'_a; '° j 'y . d• _' •a _• ••• -• - . '•' •y g •4 'a• •` • j -'Z O • / :4 A_ - ••� - ;• •�" -.• 4 .,- .a •.,4a''. ,,. '. .;• . a • a,- .• •r• •• _t•• ,."..- -�• '4�•a• r- ','•w- ,• 1=11 _ Cr) ,Tye .��. T- -.• �_ ._.� •. d, . ,�. �.._ r_}-: e-_ ._� -; N ' ` , ••, .� .. 4 •l. .dt • r •.' ,�••.7t J'•� f ••n 3l • - • • , .• a_1 4 .•-•:=- a'•` 4. • ' • ' : .'4- -' 'e , - •: j•' :••- •. -- I• z STANDARD FINISHED FACE AT / / ' r ; y W INTERIOR SIDE ``; A. •. f ..,p • a a . . . / _ - _'• cn �'�/ • JI • •••� �_ .y .� '• '`'-. �• �-,• .4.. ''.• .4 �>'- Ir .+• •_ •�- � .d •� e w• .- •• , ,IIIA �fid• � li + -• • I • �• .. , Com/• y- { C I' _ Q /, •• • •, a• 4..1.570,MptX•4-• X - - ,• -. 'a -d'• -a.] •- • _ 17:]10- • .. ;M•' -a• I• •d1 2' TO/- :1' ti•• 4.. C 4! Q�• • • i y .i7.��rG-r� •*- .,d4I A. . , r� '• w .a. •d :f ' 4� �^ 'op,g ' a' - ;. , • • * b --2---4 - ^' •t '�• 9 - •'^`, 'a'•,'I� _ -••w •.• a• •: r,-•• 4 • '!a + • -:' 4. 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''" • • • • 41) • • • • • • •• • • . •,• # DATE DESCRIPTION : •,d- -••J -a _•a• .r�•c :•- '4' • '• •.. * .• ••,..4 • ' d4 ~ •• • .. ,„ • .. •- , ••- • ra •, f-. -. • ♦a ''• • - ri.-,._ -.••,- ,? • " • -• -` 4.,F a•' , -+..,a ..• A, --.4 •' • S• • • ,•. a,•�i ,r•, .� • '� • • • • CONCRETE SLAB, SEE �/ ` - . •a .., �A� • a4 Y - . . • - • •4T 7 da-�.•.ad• •r_ a! ,.-,, i- • a' a • -.-y 4. a' •• ••.--a..�_.s. y... a-t _• •. STRUCTURAL / . .4• 4 : ' F' . ' 4 R, h• :• A t s• .1- - x = p•:= _ • - • • 4 \ / /// SLOPE �, . - - - - — - - - - - :ti:ti1,- JF (14. •• - ' ''a ,4 •+S:-•4- 12." • d - - •. •�• •'• - .''• ••••4 ., 4+ . , .•••i • /_--_.._.L..-I �,.,.,.». LI 1_--? -L.-_ L., ..�}...,I�f I.�--I--��1-µ- / �� o 7 .9. \ • y rY' r••p•, •i,r/ r:° y. `tr J.�y+•tea. •r.4 •..�. ---I I i-1 i I--'-- I •---, ,--I D , o \ / N iso ?y-1 i '"W -afti'E V e t 1 •?L ri ill s Ail i J;.�� i ce• Iti 4i tqc / 1=7. --'_ _. ._-- �. u� r, _ I - I-...3_- `-I .�.� - _ ,,Z� \ REVISIONS �v +_ .,�ss i_�•� _• �.' i 7--- --_ I —i , 1=1 ' ... CAST-IN BOLT SLOTS AT 117ix�ip7�"IA�j$1 rV• •ix - U • •�� `.lo" h i i I I - ..;ri:,.4., f fad -.w�k=�. . 441, •.,40„ .J* . .... .�..4:- /---'1 ----•--I --- i 1—i 1 I--:! ! CLOSED&OPEN POSITIONS . -= 1- _ - 1.____.1 i FOR EACH GATE 4"CRUSHED ROCK BASE I//I �/ I/,�I 1 — ..� I.. ..I I I-- j i— 2 STEEL GATE,TYP. I • I , I I_.__-.,_ ! I Author Checker cD :. a :.�` `; 7. ".., _ -— DRAWN BY CHECK BY .. „• -- "4 _•.. • ,_ I -- I E. !- •� +, :y ;., , _ PERMIT SET a ..4 ' • •l- • . x. _ __i I— STATUS CONCRETE FOOTING, SEE • .; 4' .4 . 4 . 4; I 03.29.2018 STRUCTURAL -- `• . • ' • • • a 4 • •• " , y• 4• . • DATE 17052 r .. PROJECT NUMBER • . A)cli 9 0 I ■ 3 WASTE ENCLOSURE - WALL SECTION1 WASTE ENCLOSURE-PLAN REFERENCE ©2018 OTAK,INC. • _9.01 SCALE: 1/2"= 1'-0" ' -9.01 SCALE: 1/2"= 1'-0" If this drawing is not 24"x 36'it has been reduced/enlarged. Scale accordingly. 1--- \ \ -.1".-H EROSION AND SEDIMENT CONTROL PLANS (1200 . c ) Oták _ A SWyuNZ yah-�, eRSo , . rR�Er Otak, Inc $0$ 5W Third Avenue, Ste. 30 DEVELOPER STANDARD EROSION AND SEDIMENT THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200-C PERMIT. Portland, OR . 682 // : PROPOSED THIS ESCP AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE www.otak.corri /3//,40r , ! UBDIVISION CONTACT: NAME CONTROL PLAN DRAWING NOTES; WITH THE 1200-C PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS,ADDRESS ST ZIP THE 1200-C PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN. ��ED PRO,Ff�, PHONE: XXX-XXX-XXXX 1. Hold a pre-construction meeting of project construction personnel that includes the inspector to discuss erosion and 5 �aG�N SFR /maysediment control measures and construction limits. (Schedule A,8.c.i.(3)) BMP MATRIX FOR 91573PE r-SW GRES"VIE4I STt4,,,,,,,,' 2. All inspections must be made in accordance with DEQ 1200-C permit requirements. (Schedule A.12.b and Schedule B.1) PRELIMINARY 3. Inspection lags must be kept in accordance with DEQ's 1200-C permit requirements. (Schedule 8.1.c and B.2) CONSTRUCTION PHASES OREGON ^� 4. Retain a copy of the ESCP and all revisions on site and make it available on request to DEQ, Agent, or the local f,/-7 Orr 3 �° �� Ilil J PLANNING ENGINEERING municipality. During inactive periods of greater than seven (7) consecutive calendar days, the above records must be retained � 0 CH\�'° 5�V KNb SIKT=t� p by the permit registrant but do not need to be at the construction site. (Schedule B.2.c) REFER TO DEQ GUIDANCE MANUAL FOR A - SURVBING FIRM 5. All permit registrants must implement the ESCP. Failure to implement any of the control measures or practices described in I EXPIRES: 12/31/2019 j _____j the ESCP is a violation of the permit. (Schedule A 8.a) COMPREHENSIVE LIST OF AVAILABLE BMP'S. STAMP OTAK INCORPORATED 6. The ESCP must be accurate and reflect site conditions. (Schedule A.12.c.i) CONTACT: KYLE CHILDERS, P.E. 7. Submission of all ESCP revisions is not required. Submittal of the ESCP revisions is only under specific conditions. Submit all MASS UTILITY STREET FINAL WET WEATHER 808 SW THIRD AVENUE, SUITE 300 necessary revision to DEQ or Agent within 10 days. (Schedule A.12.c.iv, and v) CLEARING GRADING INSTALLATION CONSTRUCTION STABILIZATION (OCT.1•MAY 314 _F---,4 �_� (� 8. Phase clearingand gradingto the maximum extent practical toprevent exposed inactive areas from becominga source of EROSION PREVENTION TI PORTLAND, OR 97204 P pPRESERVE NATURAL VEGETATION "% X x x x x DBG PROPERTIES 41/4 4111PIIIIP/i/ , c , L _____I PHONE: 503-287-6825 erasion. (Schedule A.7.a.iii) GROUND COVER x x LLC ., \ \ + FAX: 503-415-2498 9. Identify, mark, and protect (by construction fencing or other means) critical riparian areas and vegetation including important APPLICATIONS 1 trees and associated rooting zones, and vegetation areas to be preserved. identify vegetative buffer zones between the site PLASTIC SHEETING X X X x DE � d sensitive areas (e.g., wetlands), and other areas to be preserved, especially in perimeter areas. (Schedule A.8.c.i.(1) and MATTING X x x 1._____ , 1 i`�/' NARRATIVE (2)) DUST CONTROL X X X % % X 10. Preserve existingvegetation whenpractical and re-vegetate open areas. Re-vegetate open areas when practicable before and rEMPORARBUFFERZONEY/ TSEEO4NG x X x s p(ISTING SITE CONDITIONS g g P 9 P 4-� �. * VACANT PROPERTY after grading or construction. Identify the type of vegetative seed mix used. (Schedule A.7.a.v) OTHER. 9!� T Ell• 11. Maintain and delineate any existing natural buffer within the 50-feet of waters of the state. (Schedule A.7.b.i.and (2(a)(b)) SEDIMENT CONTROL SEDIMENT FENCE(PERIMETER) "X x X x X X �FF �- DEVELOPED CON�mONS 12. Install perimeter sediment control, including storm drain inlet protection as well as all sediment basins, traps, and barriers SEDIMENT FENCE(INTERIOR) x x x x CONSULTANT T * MULTI-FAMILY SUBDIVISION AND UTILITIES prior to land disturbance. (Schedule A.B.c.i.(5)) DEWATERING X % 13. Control both peak flow rates and total stormwater volume, to minimize erosion at outlets and downstream channels and SEDMENCERAP r streambanks. (Schedule A.7.c) INLET PROTECTION x x x x x x NATURE QF CONSTRUCTION ACTIVITY AND ESTIMATED TIME TABLE 14. Control sediment as needed along the site perimeter and at all operational internal storm drain inlets at all times during STRAWWATTLES x x x x * CLEARING (MONTH 7/2018) construction, both internally and at the site boundary. (Schedule A.7.d.i) FILTERBERM NATURAL BUFFER ENCROACHMENT * MASS GRADING (MONTH 9/2018) 15. Establish concrete truck and other concrete equipment washout areas before beginning concrete work. (Schedule A.8.c.i.(6)) OTHER: * UTILITY INSTALLATION (MONTH-MONTH 12/2018) 16. Apply temporary and/or permanent soil stabilization measures immediately on all disturbed areas as grading progresses. RUN OFF CONTROL Temporary or permanent stabilizations measures are not required for areas that are intended to be left unvegetated, such as CONSTRUCTION ENTRANCE Hx x x x x x * STREET CONSTRUCTION (MONTH-MONTH 12 2018PIPE SLOPE DRAIN dirt access roads or utility pole pads.(Schedule A.8.c.ii.(3)) k......„...� * FINAL STABILIZATION (MONTH 12/2018) 17. Establish material and waste storage areas, and other non-starrnwater controls. (Schedule A.8.c.i.(7)) OUTLET PROTECTION x x x x SURFACE ROUGHENING X X 18. Prevent tracking of sediment onto public or private roads using BMPs such as: construction entrance, graveled (or paved) CHECK DAMS SITE MAP TOTAL SITE AREA = 24.15 ACRES exits and parking areas, gravel all unpaved roads located onsite, or use an exit tire wash. These BMPs must be in place OTHER: TOTAL DISTURBED AREA = 24.15 ACRES prior to land-disturbing activities. (Schedule A 7.d.ii and A.8.c.i(4)) POLLUTION PREVENTION 19. When trucking saturated soils from the site, either use water-tight trucks or drain loads on site. (Schedule A.7.d.ii.(5)) PROPER SIGNAGE x x x x x x HAZ WASTE MGM7 X X X X X x SITE SOIL CLASSIFICATION: 20. Control prohibited discharges from leaving the construction site, i.e., concrete wash-out, wastewater from cleanout of stucco, ( ) !f ! SPILL KIT ON-SITE X % % X X X 400 1 - ALOHA SILT LOAM HSG 'C D' paint and curing compounds. (Schedule A.6) CONCRETE WASHOUT REA x x x LL,! ( ) 21. Use BMPs to prevent or minimize stormwater exposure to pollutants from spills; vehicle and equipment fueling, maintenance, OTHER: 11 B - CORNELIUS AND KINTON SILT LOAMS (HSG 'C')(2%-7% SLOPES) and storage; other cleaning and maintenance activities; and waste handling activities. These pollutants include fuel, hydraulic fluid and other oils from vehicles and machine as well as debris, fertilizer, pesticides and herbicides, paints, solvents, * SIGNIFIES ADDITIONAL BMP'S REQUIRED FOR WORK WITHIN 50' OF WATERS OF THE STATE. Cn ♦ `� - 11 C - CORNELIUS AND KINTON SILT LOAMS (HSG 'C')(7%-12% SLOPES) machinery, i. P # SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. O curing compounds and adhesives from construction operations. (Schedule A.7.e.i.(2)) �� - �� >��j ] 22 - HUBERLY SILT LOAMS (HSG 'C/D') 22. Implement the followingBMPs when applicable: written spillprevention and response procedures, employee on spill T Z � _ '�' 'fir!lik P RP P P training P 1� 1111w' 37C - QUATAMA LOAMS (HSG 'C') (7%-12% SLOPES) prevention and proper disposal procedures, spill kits in all vehicles, regular maintenance schedule for vehicles and machinery, Jmaterial delivery and storage controls, training and signage, and covered storage areas for waste and supplies. (Schedule A. RATIONALE STATEMENTviv*II I 1 I I __ T ON-SITE SOILS HAVE A SLIGHT TO MODERATE EROSION POTENTIAL. ALL FILL 7.e.iii.) Lll Q MATERIAL SHALL BE GENERATED ON-SITE FROM GRADING EXCAVATION AND 23. Use water, soil-binding agent or other dust control technique as needed to avoid wind--blown soil. (Schedule A 7.a.iv) A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON DEQ'sCt � �- UTILITY TRENCH SPOILS. 24. The application rate of fertilizers used to reestablish vegetation must follow manufacturer's recommendations to minimizeGUIDANCE MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. W41ilblilb.trillti---„,/ •■-� nutrient releases to surface waters. Exercise caution when using time-release fertilizers within any waterway riparian zone. SOME OF THE ABOVE LISTED BMP's WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NO2 T J (Schedule A.9.b.iii) EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON Z I e ! I RECEMNG WATER BODIES: SPECIFIC SITE CONDITIONS, INCLUDING SOIL CONDITIONS TOPOGRAPHIC CONSTRAINTS, ACCESSIBILITY TO F.I.iit 25. If an active treatment system (for example, electro-coagulation, flocculation, filtration, etc.) for sediment or other pollutant LLJ `t•om - SW HUNZIKER STREET PUBLIC STORM CONVEYANCE TO THE REDROCK CREEK AND THE SITE, AND OTHER RELATED CONDITIONS, AS THE PROJECT PROGRESSES AND THERE ISA NEED TO EVENTUALLY TO FANNO CREEK. removal is employed, submit an operation and maintenance plan (including system schematic, location of system, location ofREVISE THE ESC PLAN, AN ACTION PLAN WILL BE SUBMITTED. IX 0 Oinlet, location of discharge, discharge dispersion device design, and a sampling plan and frequency) before operating the treatment system. Obtain plan approval before operating the treatment system. Operate and maintain the treatment system INITIAL Z Z 06 accordingto manufacturer's specifications. 0 J ', liri/ (Schedule A.9.d) Q i%% liM PERMITTEE'S SITE INSPECTOR: 26. Temporarily stabilize soils at the end of the shift before holidays and weekends, if needed. The registrant is responsible for Odlui W a �� 1111 COMPANY/AGENCY: 242 INC. ensuring that soils are stable during rain events at all times of the year. (Schedule A 7.b) J w 27. As needed based on weather conditions, at the end of each workdaysoil stockpiles must be stabilized or covered, or other a \ V � ii PHONE: 503-415-2428 P 0 4 W� ROBERT.FISHER@OTAK.COM (Schedule A 7.e.ii.(2)) CO: E-MAIL: 28. Construction activities must avoid ar minimize excavation and bare ground activities during wet weather. (Schedule A.7.a.i) Cl)7-_ I �_� - CERTIFICATION ID: CESCL IDS - 70820 29. Sediment fence: remove trapped sediment before it reaches ane third of the above ground fence height and before fence Q�J DESCRIPTION OF EXPERIENCE' removal. CC n 171 1 f �i� ~ 10+ YEARS FIELD EXPERIENCE INSPECTING EROSION CONTROL (Schedule A.9.c.i) J ,111114 "--Li � MEASURES FOR VARIOUS JURISDICTIONS IN HWEST OREGON AND 30. Other sediment barriers (such as biobags): remove sediment before it reaches two inches depth above ground height and J ZO w ma `� emin�� before BMP removal. (Schedule A.9.c.i) _ �� H /i SOUTHWEST WASHINGTON. 31. Catch basins: clean before retention capacity has been reduced by fifty percent. Sediment basins and sediment traps: remove W 0 - ---E FITZ1 !LAT i i' _.-.L.,_ T trapped sediments before design capacity has been reduced by fifty percent and at completion of project. (Schedule A.9.c.iii& n }" 0 O r--- (ii , I ) INSPECTION FREQUENCY• Iv) LL U w 0 32. Within 24 hours, significant sediment that has left the construction site, must be remediated. Investigate the cause of the % sediment release and implement steps to prevent a recurrence of the discharge within the same 24 hours. Any in-stream SITE CONDITION TITLE Alio poi +- II ` clean-up of sediment shall be performed according to the Oregon Division of State Lands required timeframe. (Schedule l��re /� g1-[O C T DAILY WHEN STORMWATER RUNOFF, INCLUDING RUNOFF A.9.b.i) ,` 111 k I # DATE DESCRIPTION - FROM SNOW MELT, IS OCCURRING. 33. The intentional washing of sediment into storm sewers or drainage ways must not occur. Vacuuming or dry sweeping and XX LU ai ■ LIMO 111E1MEE 11P1� "1 ' II' ,. 1 i ` 1. ACTIVE PERIOD material pickup must be used to cleanup released sediments. (Schedule A.9.b.ii) SHEET INDEX 1IMI 11111111►1��/^p� AT LEAST ONCE EVERY FOURTEEN (14) CALENDAR DAYS 34. The entire site must be temporarily stabilized using vegetation or a heavy mulch layer, temporary seeding, or other method z 111•1•11 11111ll�� ` REGARDLESS OF WHETHER STORMWATER RUNOFF IS should all construction activities cease for 30 days or more. (Schedule A.7.f.i) ■i11� !1 111+111 .,,. �, I / OCCURRING. 35. Provide temporary stabilization for that portion of the site where construction activities cease for 14 days or more with a T ONCE TO ENSURE THAT EROSION AND SEDIMENT CONTROL coveringof blown straw and a tackifier, loose straw, or an adequate coveringof compost mulch until work resumes on that � �� 2. PRIOR TO THE SITE BECOMING INACTIVE OR MEASURES ARE IN WORKING ORDER. ANY NECESSARY portionofthe site. (Schedule A.7.f.ii) q p EROSION AND SEDIMENT CONTROL PLANS ci IN ANTICIPATION OF SITE INACCESSIBILITY. MAINTENANCE AND REPAIR MUST BE MADE PRIOR TO 36. Do not remove temporary sediment control practices until permanent vegetation or other cover of exposed areas is EC0.0 COVER SHEET & GENERAL NOTES w VICINITY MAP LEAVING THE SITE. established. Once construction is complete and the site is stabilized, all temporary erosion controls and retained soils must 3. INACTIVE PERIODS GREATER THAN FOURTEEN ONCE EVERY MONTH. be removed and disposed of properly, unless doing so conflicts with local requirements. (Schedule A.8.c.iii(1) and D.3.c.ii and EC1 .0 CLEARING & DEMOLITION PLANS (1 OF 2) NOT TO SCALE (14) CONSECUTIVE CALENDAR DAYS. iii) EC1 .1 CLEARING & DEMOLITION PLANS (2 OF 2) REVISIONS 4. PERIODS DURING WHICH THE SITE IS IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT A EC2.0 GRADING, STREET, AND UTILITY CONSTRUCTION g PROJECT LOCATION: PROPERTY DESCRIPTION : INACCESSIBLE DUE TO INCLEMENT WEATHER. RELEVANT AND ACCESSIBLE DISCHARGE POINT OR LOCAL AGENCY-SPECIFIC EROSION EC2'1 GRADING STREET AND UTILITY CONSTRUCTION o DOWNSTREAM LOCATION. ECM SLH KDC U SOUTHEAST OF THE INTERSECTION OF 251 00 TAX LOTS 10001600 5. PERIODS DURING WHICH DISCHARGE IS MONTHLY, RESUME MONITORING IMMEDIATELY UPON MELT, EROSION CONTROL DETAILS N SW WALL STREET AND SW HUNZIKER STREET, WILLAMETTE MERIDIAN, WASHINGTON COUNTY, OREGON DRAWN BY CHECKED BY TIGARD, WASHINGTON COUNTY, OREGON UNLIKELY DUE TO FROZEN CONDITIONS OR WHEN WEATHER CONDITIONS MAKE DISCHARGES LIKELY. CONTROL NOTES; EC3.1 EROSION CONTROL DETAILS PFI SUBMITTAL LATITUDE =4525'37"N, LONGITUDE =122'45'27"W • HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE EC STATUS INSPECTOR TO DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS. 1. If vegetative seed mixes are specified, seeding must take place no later that September 1; the type and percentages of seed 02/26/2018 (Schedule A.8.c.i.(3)) in the mix must be identified on the plans. DATE a • ALL I NSPECT I ONS MUST BE MADE I N ACCORDANCE WITH DEQ 1200-C PERMIT REQUIREMENTS. 2. All pumping of sediment laden water shall be discharged over an undisturbed, preferably vegetated area, and through a 1zo52 • INSPECTION LOGS MUST BE KEPT I N ACCORDANCE WITH DEQ'S 1200-C PERM I T REM I REMENTS. sediment control BMP i.e. (filter bag). PROJECT NUMBER j ATTENTION EXCAVATORS: • RETAIN A COPY OF THE ESCP AND ALL REV I S I ONS ON SITE AND MAKE I T AVA I LABLE ON REQUEST TO 3. All exposed soils must be covered during the wet weather period, October 01 - May 31. OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. DEQ,OAGENT, OR THEN LOCAL DAYS,MUI C I PAL I THE ESCP A I THENACI NE TRU I TDOS OF GREATER THANO SEVEN (7) CONSECUTIVE CALENDAR RETAIN ESCP AT THE CONSTRUCTION SITE OR AT ANOTHER THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN LOCATION. (Schedule B.2.a) EC0 • 0 N COPIES OF THESE RULES FROM THE CENTER BY CALUNG 503-232-1987. IF YOU HAVE ANY QUESTIONS 2 ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO O 2018 OTAK, INC. E BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699. o If this drawing is not 22"x 34",it has been o_ reduced/enlarged.Scale accordingly. _ _ _. . ...... ----- --- ---•• -•--• . . _. _____ ___ _____ _____ _ _ _ _,.. .._ ______ ___ _______ 0�)1 ,IrAS, / .. . _ . _ _ _ _ _ . _ Oták, rt . 1 Otak, Inc 0 or., -- I .... „- • , ... , r `.„.' �.:.. / 808 SW Third Avenue, Ste. 30 ;� i -/ Portland, OR 9720 • �i jt. I +\',i,,, 503. 287. 6825 ' /11."lip'' t \t,;. -;=''ii www.otak.corr �r..l / at �, ti fat 4400 D PRO, ��i1�/` / 1 !�` 1J `ail �� ` \��OI N SSS' of, 048410 r - 0 1 . 91573PE r _0 �iiiih�_ ; 1 ;' ?��. PRELIMINARY OREGON 1 11 1 S ® i / ‘ 6 ,1'�,A \co 1 I/ o 'io 11 I II 11 / ` �j� T 1 3, 2� �� /, hi. 1 II /it) 0, C 1\- � �, u �� , , ; ilkitu.)4wHiCONSTRUCTION NOTES: d r. -,,,v',-... " „ ' . . 1 . + Jr 1 t I i 1 EXPIRES: 12/31/2019 cyN l * 04.r...4,1 ��4' �* + I 11i1� ` + ii + + i INSTALL CONSTRUCTION ENTRANCE PER DETAIL 855, SHEET EC3.0 STAMPQBEI % t 1 . - -,�„/` + y I j/� it/ Li INSTALL TREE PROTECTION PER TREE PROTECTION DETAIL, SHEET EC3.0. r 1 ".”' l'i' V1 rft`k, cv Vv •4 ` 1 I I r v 1 I I �. _«�.~ ;� 1 i t t yi i I ►y II + \ i 3INSTALL SILT CONTROL FENCE PER DETAIL 875, SEE SHEET EC3.0. DBG P R O P E RT I E S (;Y) i 1 :11�'` ILC c I I I 1 y �.. • r r ' ar o m / t 1 r •!' j Nu �� gip.. .. a ; L._- - a i 1 I ! 1/ i I '1 1 kr �I r�. { �,; �' �' f 1 f J ; ; $ '! ii� THESE EROSION AND SEDIMENT CONTROL PLANS, ASSUME •. r, �_ ! `.`� / i 1� f F ; r 1 ; ; �/ DRY WEATHER CONSTRUCTION. WET WEATHER __`` ! , , V� / g f- i r , r 1 r J / / 1•. .- CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN �1011 ! o ry � 1 ; ; ! ,lit, Atto Iij r I 1 r / �►'\ OCTOBER 1ST AND MAY 31ST. 1 + I 1 rI 1 �j•f / _ 9 � of j J �t r ; q /J l 1 I 1 1 I 1 J t�� CONSULTANT r ; !/ ;, ► !. 1, !a,~r j r + 1 i I 1 I J 11rJ. !r / w 4 • ��, r 1 a: 1 r ! I 1 \ i 1 / / / ZI / / �� ' / 1 •Ir�• 1 i� r� '•S 1 l I r /I r `` 1 1 ! I • �1 iii,e`� ; .J .� ., , r_:.�,.,.,_ , r 1 / , ; I 1 .;\ , 1 ! GENERAL NOTES 1/ ' ' 4 �� ! i ✓ ! 11 I I rI /' I j 1 j 1_....-1--.•I \�\ 1 ‘i.._ , �-1p mit, ' ` '�.� ! I fc / 7,4140.1111,4^.04wi r 1 ! 1 I I t/ i. ' 1 1 I I 1 J/ .�a�rJ1>< �r 1 ! I 1 I 1 t\ `-i. • -* + ; I r °, J .• I I # 1 r 1 ; I , \� 1 �*., •; 1 . SEE SHEET EC1 .0 FOR CLEARING AND DEMOLITION I I �/ /�� . !� rI l , ,• ,: I r !1 1 , 1 \11 1 ;� kirk// + 02 ,* ::�er 1 I I i ; r , ,;`I\ , � EROSION AND SEDIMENT CONTROL NOTES. / // , / ! / ; / t l'0 F:-/II 1 1 I r III I I , ►I I 1 \\ a >' r�// ' ; �� 1 J / n.. r'0 1J l 1 1 i i I r j I I --tet ` 4i••L, `” �JN, ,, rr I r r .,1J� . - LL , , / /� i i'r I i x ir ! r rl j I I r I r 1 i . .%) ►I �:,.irr• Olt/ / / / / / / ! 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'1i►'` p' \ ' / / i / , ' / I / / I ! / % 61 '/� + 1 111 ,16.,":,L. ' rrYr `� - /, , , / / / / I / f / // 1 r - 'iiip 0 ID( ,' �� // / ,- , „, , ,; / �91d' '' I ; ,//, , _ 1 I 1;;, o LEGEND : 0 v> / -F. .' ♦ /• ♦ 1 / ♦ / / / J 2 I / /// // 1 ‘1/1r Ill / • - �/ / 4, ,/ ,/ , , R / , , / / / , / !/ / 1 t--. / / /J%/ /,� / 1 �I 1111 III I _IC). ' .2 - - I I ►'� �7 LIMITS OF DISTURBANCE MI MI III MI IN _I , / / / , / / , \ / �_,1 / 1 47 ‘illrr /. ! / , / , , , �ry , / ,/ / , / / / / , / J , ♦ /1t / , 1 r , / :10 / / ,• F � - �� I , _ • • s. ))i EXISTING CONTOUR (2 FT -— — — _ __ Et ft ...._ - lip_ to .� / / / / / / / / , J 1 / I / 1 14\� I �� ) 2$$-- -234 is, 0. 2 --232--- -' - /' /', , / , 1 ` 1 /.,.. ...,. ,...,! , r - -___ -_,I EXISTING CONTOUR (10 FT) — — 270 CO Z ..'. . -' W --1111111111_ I • / Nit / / / /, , , / o°' / / /, , , / 1 _..,,,,,.4. 1 ,! /�" --' - - rr''' 'P /'- 3 2 ,' / / / / �y, , / / / / / I ! / I \ i �', ;2so -' _ IIIICIL0 '! / - / % r --' \\ I ' 'J` !' �` ' I INSTALLED PRIOR TO GRADING) J ,,�x QrY o 12 Z __ZZ� ' -fir Gy' .. -._r-~''_ ,,,_ ,-,, ,/, ,' �� ; /, I ; ,-___,-� , // /,Ir,JI,; / TREE PROTECTION FENCING 0 0 C9 222 - Jr r-r_- -- _-�_- /. /' / // �/ ,/ --- / ; ! -_-�/ - / r 1 r rr i ! !,! / :n ' -_ -' +-`r-_ r-/r/ - / f,,/' /� /�/ // / //'/ /� ^ / ri ;- i I ; ;'I '', `. /� // I STORM DRAIN(EXISTING) :��;I U' V ��/ "�� _ _ r _ l Il I r �-^- LL O '* 9 ** ` __- --- -- +--- - /' ,/' / /' ,/' / '/ --.- , gti I f , 1 I1!!ri/ . / `I ! l z _- r , 1 111,1, 1 / CATCH BASIN (WITH INLET ® ILO Q `--+ ,• r / ,, !'!,! �'!':;` PROTECTION)(EXISTING) W O u.,- , W 0 3 2 -- - '- ---- ~� r / / �/ / i , / Ii . 1111, r,11 I / W �� ' — __ - r.- - / , . . ,/ , // r r ! 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Jr I / / Z / I --� r-' --- rrrr ,// r-. /// /, / j/ / ♦' / / / IOW 'J, •I--- 2�. --- .•-r-r _ r- r/- -.- /, , // / /'^ -1 / �_- //4i /1/// 14' O - - — r / / ♦ / I! I �C -- — /- r / I / ♦ / / I I _r/ �- •a //Ill,// I I -_-- -- -. --- �/ . / / / / / / ..1 Ice !r�///// / v .. / • r-r.�__/ ----' _--- '�/ ,/ // , ,/ 1 I 1 / $-- /l IIr11if 7 I _ IA NY 1 ! l Lr) —SI C '� : -� /' ~- ---` -- r- / /' / -. T .` ~' / As.Z' y A,// ' 1 c' -� -�.'' - - -�� ' —�- .....�... —, , ��-- — — - - /,/ ,/' // / I ! i ,\16 ' 4f9 I \I !re / REVISIONS o� —-- r~ -- r / / / / p - ' ~'+• `` ~`— �'�+ -� _- r• ,.� _ / / - / I I / -- - /' I T/X- XX " X x x`� x xXX - -X `=x *-- =� _ X�_ ' xX x - —=g--1:14.— '.I � X X X X X WET WEATHER EROS I ON CONTROL NOTES: O r w- . + —_ �" rl�u--�- ��' "� Awe . �r t _r i� w� �� rtr mor !_ am ri ON SEPTEMBER 1ST OF EACH YEAR, IF THERE ARE EXPOSED SOILS, DISTURBED AREAS, OR GROUND-COVER SLH KDC o a - - / '/ ` ! VEGETATION NOT FULLY ESTABLISHED SUFFICIENT TO PREVENT EROSION, A SPECIFIC EROSION CONTROL PLAN DRAWN BY CHECKED BY U Lo SHALL BE PREPARED BASED ON THE EXISTING AND EXPECTED SITE CONDITIONS USING THE WET WEATHER o EXISTING SLOPE \---_2.1 EROSION PREVENTION MEASURES (SEE EROSION PREVENTION AND SEDIMENT CONTROL PLANNING AND DESIGN PFI SUBMITTAL QI BASEMENT MANUAL CHAPTER 4 REQUIREMENTS). FOR SURFACE WATER FACILITIES, FIBER MATTING SHALL BE INSTALLED STATUS IN ALL AREAS EXPOSED TO WATER FLOW OR INUNDATION: FREE-FLOATING MULCH SHALL NOT BE USED IN 02/26/2018 4, AREAS SUBJECT TO INUNDATION. FIBER MATTING SHALL EITHER BE SEEDED (PER THE DESIGN) OR PLACED DATE 0. PRIOR TO PLANTING OF PLUGS, CUTTINGS, REEDS, RUSHES, OR SHRUBS. ALL MEASURES AND Li SPECIFICATIONS FOR MATERIALS USED SHALL BE PER PLAN OR AS SPECIFICALLY APPROVED BY THE 17052 E ENGINEER AND CITY INSPECTOR. IF ANY ADDITIONAL AREAS BECOME EXPOSED, DISTURBED, OR STRIPPED OF PROJECT NUMBER 50'4? 0' 50' 100' VEGETATION BETWEEN OCTOBER 1ST AND MAY 31ST, THE PLAN SHALL BE REVISED OR OTHERWISE EXPANDED cc, 11• 111111111111111M1 PER THE STANDARDS AND AS DIRECTED BY THE ENGINEER AND CITY INSPECTOR. PRIOR TO OCTOBER 1ST Ei OF EACH YEAR, WET WEATHER MEASURES SHALL BE INSTALLED AND FULLY FUNCTIONAL. 0 ,_ SCALE IN FEET ECI . O N _c. . ©2018 OTAK, INC. -ei a) 0 If this drawing is not 2 x 34",It has been o_ reduced/enlarged,Scale accordingly. Otäk \ 1 _......!:;ii0.-04 Otak, \ \ 808 SW Third Avenue, Ste, Portland, OR 9720 / 503. 287. 682 \ \\ www .otak.co \ \ trfi \\ v LS.� 1``'' ° !�111 c' 91573PE 9l \ M��\ J,+ - ,� PRELIMINARY S �'�. 1 - S OREGON _-. ,` , .�__ ._ // �N — LEGEND : \ F 0 CH1� r �� /�.,‘ ,t�� '``�-- -�qfl-.� _,��...Lok,,, I EXPIRES: 12/31/2019 I �� LIMITS OF DISTURBANCE STAMP Co, ` \\-~ - --238 r` , -�` 1 ,Co _ - T41ao - r _ - _ _ I r �I nu__ • '� ' Q EXISTING CONTOUR (2 FT) — — __ 26g___ ___ > ;ri / ‘- _ LLC N. -- 234 ------ ~`-- _ ° �' m EXISTING CONTOUR (10 FT) — — 270 DBG PROPERTIES �/ \�� •\� . , r.,ti1 .. 2300- -� { 0 t �:,,f• \e- --, --_ ` -- --232- {,1;R _ _ •'�� -747-370-2,_ � ' zza SEDIMENT FENCE (TO BE -.- 7 pa,), � INSTALLED PRIOR TO GRADING -- \\_,,, \\`__— --__— �,•,��* �i. _ ` — . "�� ._--_2i�+ TREE PROTECTION FENCING 0 — 0 — ' .` -�� `228-�_- _ j �� , ' 222 „.....44 , . _ . \�� •--\- s. - 226 \ -_____ - J ♦I `1� `• �* ° ° ~/ ' - .'` NO PARKIN • '�., `�. .` _ --__ -- — —__— � �{, - . ellf—a---- �`' / t ' --del w STORM DRAIN(EXISTING) SD CONSULTANT \ . + \-.w \\ \ .\ -\ `~-224- ---___ - '�•:- �► il _ ~'l � - 19 .fly -_,..i...______________::::;2_72_:"'222,---\-\ \ _ '-'\—_-- ---- -------- —__ _- G _ ., �. 0,_,_:e4r_u......t' >' __ — `� j CATCH BASIN (WITH INLET 11 • V;•','- / , . . ° _ -` -----.......... ---- ----- _ �,�• ,��;�-- _z _\ +7; _--a- -"•.= ' ''.k Arlin:WO',..- 0,-9,k,7 ....__......*L-It'd .... �' — Q �-�--� PROTECTION)(EXISTING) e_ dikg - 0 _ _ . a ', ' ' TREE TO BE REMOVED _1� 4 ` \s. `\\ '218 j - to- , � r \r Y /� `� \\� ``\ f \� +_--� ~ __ _ -r_- [item.. �4r7J / //`, `\!.� / •� /� / yes 11 j \ \\ `\'-~ „, `\� `....ii., -'-~-- 21_-� _�._,_-.- fi .r ...".......i"„-- 'f t�f r a� �T }� / ` 1 ~\\ r....„ ` �� •r' � `214 rr [�._= '� i —_ j eV �• -r~~ Lu ►�� i� � ��— __ (I ~— �� . ** -- •�j`f1�� ,, �` __ _MO CONSTRUCTION ENTRANCE . . ._ k • \ _\ 1147 �_ _ ~-- - rte ;� N\1 - - _ _ __— — ____ .--___ - :'_) 1! r ___ _ _ DRAINAGE FLOW DIRECTIONL.L.. _ \ \ B- �` i�\�� _\ \`- 11 a g) rte- --`------ ---- et ...o_-__._____,....._, .... ... ... -- lil _- •� 2�— _ ~~ ~ �` i� f��' .,�� '�7�4�r `;— ��\ �_ \may_�.J i-` rirr-~~ ��\\ 1) _� � f `�� ,`I -may- ---1' -.L7[!� J_��'•^�'~ , �� Y�__TT ��. '�all ..: 1 \ `- t .�}�` �� `�•j ��yl.� - `, �� — —..�~~ / ��— — r-+-ter=— Y`�L_z `� '�T — � —__ -rr -':\....‘‘.1.-\'''.,:,11....,:m.".. •i}tl��+�p��.�wt'.�s}:1�. t�X99 `(l:a� � �0 +'^�L � �-= �i��r� ` � �� /. �__��,.��- - -�—'�).. .}� _.�_ rte -...� �'� �•�.::::::= CO w��}?tv. ,, ��}•�► - .0-- 1, � \\ _ �----__` --_ ter— —�� ' "L. � _ /� �\ _ �— rilrN ~`\ —� - -- �� x — Y x X X Xx� ---x X-- XxA'- X X XyX" 11 INU 1 1ll^^ \ 184- \\\— , —►— _-_-_ , �, \-- --_�- __\` I+� -� _..._..- �_,r \ -____ -_ --` --~_-~ y - - __- -___ _- _-_ ^- EX. SLOPE EASEMENTPROJECT BOUNDARY 2 1-- _.11 4 ii-- fit 0 1 1 Q~ Z � 2 , 0Q W , 0. 0 `I w � 0 Q oo oo \4,tl, - 1: � 0z ., ` .\ii, 0 � o z IL 1-17 z LL a Q W 0 ( w PRE-CONSTRUCTION, CLEARING AND — >- ° J EROSION AND SEDIMENT CONTROL NOTES: CONSTRUCTION NOTES: LL 5 w 0 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, D INSTALL CONSTRUCTION ENTRANCE PER DETAIL 855, SHEET EC3.0. TITLE FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. # DATE DESCRIPTION INSTALL TREE PROTECTION PER TREE PROTECTION DETAIL, SHEET EC3.0. xx 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, BERMS CONSTRUCTED OUT OF MULCH, CHIPPINGS, OR OTHER SUITABLE MATERIAL, 45 E STRAW WATTLES, OR OTHER APPROVED MATERIALS. 3❑ INSTALL SILT FENCE PER CWS DETAIL, SEE SHEET EC3.0. m 3. SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED T0, TREES, WETLANDS, AND RIPARIAN PROTECTION AREAS SHALL BE CLEARLY DELINEATED WITH a INSTALL INLET PROTECTION (TYPE 4) PER DETAIL 915, SEE SHEET EC3.0 o ORANGE CONSTRUCTION FENCING OR CHAIN LINK FENCING IN A MANNER THAT IS CLEARLY VISIBLE TO ANYONE IN THE AREA. NO ACTIVITIES ARE I PERMITTED TO OCCUR BEYOND THE CONSTRUCTION BARRIER. 7 w 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME N ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, STREET SWEEPING, AND VACUUMING, MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE "DRY WEATHER" CONSTRUCTION. "WET WEATHER" • KEPT CLEAN FOR THE DURATION OF THE PROJECT. N. CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN REVISIONS a 5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN-ON AND OCTOBER 1ST AND MAY 31ST. RUN-OFF CONTROL MEASURES INCLUDE: SLOPE DRAINS (WITH OUTLET PROTECTION), CHECK DAMS, SURFACE ROUGHENING, AND BANK STABILIZATION. U g 0 6. CONTRACTOR TO VERIFY LOCATION AND ABANDON ANY FOUND SEPTIC SYSTEMS, DRAIN FIELD, EXISTING WELLS AND UNDERGROUND OIL TANKS PER SLH KDC v APPLICABLE LOCAL, STATE AND FEDERAL REQUIREMENTS. SUBMIT DOCUMENTATION TO THE CITY. DRAWN BY CHECKED BY N 4C] o N. 7. CLEARING LIMITS ARE DEFINED BY LIMITS OF DISTURBANCE. PFI SUBMITTAL o STATUS 0 WET WEATHER EROS I ON CONTROL NOTES: 02/26/2015 U .- ON SEPTEMBER 1ST OF EACH YEAR, IF THERE ARE EXPOSED SOILS, DISTURBED AREAS, OR GROUND-COVER VEGETATION NOT FULLY ESTABLISHED DATE CL 50' 0' 50' 100' SUFFICIENT TO PREVENT EROSION, A SPECIFIC EROSION CONTROL PLAN SHALL BE PREPARED BASED ON THE EXISTING AND EXPECTED SITE 1 7052 CONDITIONS USING THE WET WEATHER EROSION PREVENTION MEASURES (SEE EROSION PREVENTION AND SEDIMENT CONTROL PLANNING AND PROJECT NUMBER ti DESIGN MANUAL CHAPTER 4 REQUIREMENTS). FOR SURFACE WATER FACILITIES, FIBER MATTING SHALL BE INSTALLED IN ALL AREAS EXPOSED TO "' SCALE IN FEET WATER FLOW OR INUNDATION: FREE-FLOATING MULCH SHALL NOT BE USED IN AREAS SUBJECT TO INUNDATION. FIBER MATTING SHALL EITHER BE co SEEDED (PER THE DESIGN) OR PLACED PRIOR TO PLANTING OF PLUGS, CUTTINGS, REEDS, RUSHES, OR SHRUBS. ALL MEASURES AND N SPECIFICATIONS FOR MATERIALS USED SHALL BE PER PLAN OR AS SPECIFICALLY APPROVED BY THE ENGINEER AND CITY INSPECTOR. IF ANY EC1 . 0 N ADDITIONAL AREAS BECOME EXPOSED, DISTURBED, OR STRIPPED OF VEGETATION BETWEEN OCTOBER 1ST AND MAY 31ST, THE PLAN SHALL BE 0 REVISED OR OTHERWISE EXPANDED PER THE STANDARDS AND AS DIRECTED BY THE ENGINEER AND CITY INSPECTOR. PRIOR TO OCTOBER 1ST OF ©2018 OTAK, INC. EACH YEAR, WET WEATHER MEASURES SHALL BE INSTALLED AND FULLY FUNCTIONAL. If this drawing is not 22'x 34",it has been 0 a reduced/enlarged-Scale accordingly, LEGEND : CONSTRUCTION NOTES: GRADING, STREET AND UTILITY EROSION AND SEDIMENT CONSTRUCTION NOTES: OtaIi 111 ,, INSTALL CONSTRUCTION ENTRANCE PER DETAIL 855, SHEET EC3.0. 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE FOLLOWING MIXTURES, UNLESS �� , LIMITS OF DISTURBANCE TEMPORARY SOIL STOCKPILE OTHERWISE AUTHORIZED: AREA (SEDIMENT FENCE 2❑ INSTALL CONCRETE WASHOUT STATION PER DETAIL 6, PER SHEET EC3.0. A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE RESTORATION PLAN FOR APPROPRIATE EXISTING CONTOUR (2 FT) REQUIRED AT PERIMETER) CSEED MIX. Otak, Inc. STOCKPILE LOCATION. B. DWARF GRASS MIX (MIN. 100 LB./AC.) 808 SW Third Avenue, Ste. 300 EXISTING CONTOUR (10 FT) - -270 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) Portland, OR 97204 CONSTRUCTION STAGING AREA a INSTALL INLET PROTECTION (TYPE 4) PER DETAIL 915, SEE SHEET EC3.0. 2. CREEPING RED FESCUE (20% BY WEIGHT) 503. 287. 6825 SEDIMENT FENCE (TO BE -x x x, x- ROCK PADFOR SOLID & /////// www.otak.corr (CLEAN O aINSTALL SEDIMENT FENCE PER DETAIL 875, PER SHEET EC3.0. C. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC.) 1. ANNUAL RYEGRASS (40% BY WEIGHT) �D PRI INSTALLED PRIOR TO GRADING) HAZARDOUS WASTE, FUEL STORAGE, 2. TURF-TYPE FESCUE (60% BY WEIGHT) `�`� fs�� 6 INSTALL FIBER ROLLS PER DETAIL 880, SEE SHEET EC3.0. GINE� TREE PROTECTION FENCING 0 0 AND METHOD OF CONTROL AREA) �v y CONSTRUCT PERMANENT RIPRAP. SEE UTILITY SHEETS FOR DETAILS.Li 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF TRACK-WALKING OR L 91573PE r CONSTRUCTION PARKING AREA x k k x PROTECT DURING CONSTRUCTION PER CWS DETAIL 820, SEE SHEET EC3.0. THE USE OF OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY. PRELIMINARY STORM DRAIN k k x � 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING s� OREGON ^� (CLEAN ROCK PAD) x y k 4�.� INSTALL TREE PROTECTION PER TYPICAL DETAIL, SEE SHEET EC3.0. �.- °r 2� CATCH BASIN (WITH INLET WITH APPROVED MIX AND APPLICATION RATE. �� 1 s, Q�4 PROTECTION) n 9❑ INSTALL DRIVE-THROUGH TIRE WASH PER DETAIL 870, SEE SHEET EC3.1. 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING, D C 1� STRAW WATTLE SLOPE • o e e e e e e e e e o e o �o PROPOSED STORMWATER DISCHARGE SYSTEM. CONNECT TO EXISTING WOOD CHIPS, OR OTHER APPROVED MEASURES. _I EXPIRES- 12/3112019 L_ CONSTRUCTION ENTRANCE :*=i Pati PROTECTION BMP STORM DRAIN. STAMP 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION. DURING "WET WEATHER" PERIODS, 1 CONSTRUCT STAGING AND PARKING AREAS. INSTALL CLEAN ROCK PAD STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER DRAINAGE FLOW DIRECTION SEDIMENT FENCE FOR SOLID AND HAZARDOUS WASTE, FUEL STORAGE AND EQUIPMENT OF THE STOCKPILE. _ Th r~J LI (TO BE INSTALLED AFTER GRADING) MAINTENANCE. DBG PROPERTIES 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND MULCHING, EROSION CONCRETE WASH AREA `WAI-I1 12 INSTALL GRAVEL BAG CHECK DAM, STAGER ON OPPOSITE SIDES EVERY 15' CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES EXCEEDING LLC �-- DOWN DRIVE AISLE CUT. 25% MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. LIMIT OF CUT/FILL - .. vailf, 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE CATCH BASIN (WITH INLET ! 0 SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. PROTECTION) 8, CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TIRE WASHES, STREET SWEEPING, AND VACUUMING MAY BE BE THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. CONSULTANT "DRY WEATHER" CONSTRUCTION. "WET WEATHER" Z CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED INLET PROTECTION MEASURES. O OCTOBER 1ST AND MAY 31ST. ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED. 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF H SEDIMENT AND SEDIMENT-LADEN WATER. U 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF D THAT CAN ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' FROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING PITS MAY BE REQUIRED. THE H WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50% OF THE CAPACITY. Cl)PERMANENT 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS ZJ SHALL BE PICKED UP AND DISPOSED IN THE TRASH. VEGETATED SWALE LIMIT OF CUT/FILL 0 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER SYSTEM. t 1 4�� 14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS. �S .% �� / 6 }` \� L. . 1W 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENT (in 1--- \\\cp- fir' © INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM.lik J 1 H 6 •' . ', ° PROJECT BOUNDARY I- z 1 ° a �• EROSION AND SEDIMENT CONTROL SMP IMPLEMENTATION: 1.11 ,,,.,----4:::::.,,,,,-----T ° 000 ° eQ 1� �;�,."0,,,;- _,00 • \ . 4t �, ~ '>, T 1. ALL BASE ESC MEASURES (INLET PROTIFCTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC,) MUST BE2 z ...,,.... (0, r . 8 �ty IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. '!\ . . ._] 5 8 * _., ,-;: .-- 1 �r _ _ °�° :: '`tom` . 2. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF ., e � "'°_°'�°�° °■°+° \ �, - FINISHED GRADE AS SHOWN ON THESE PLANS. Ce < F- ic) 230 �° Q �n., r jposii / /l J `t^ ; 230 f '. r. --au a ,1 I �''• -C)- - 3. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" SHALL BE IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. z z W ,47:00,gcriI • • r J� ,� ^�� a W � _ ° - �� -,�. An j -- 4. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR TO THE STORM WATER SYSTEM FUNCTIONING AND I/ •\ 4 .... __ .40:06�_ �.. .0.1"00111- ."--- �� ° ° , .1 i1` %` ��r`' SITE PAVING. W a. © �` � �� ► O oe , �► 0 �,• r- , I- \ .:,,,,,-..;,,,e,07-:,... , - x * x a � �� "')."► ,.....-..._ -- 5. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING ACTIVITIES. < O d /./�J7 , -A- * 42k ./.7.' 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LIMITS OF DISTURBANCE MI MI IN MI 1, SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE FOLLOWING MIXTURES, UNLESS TEMPORARY SOIL STOCKPILE OTHERWISE AUTHORIZED: EXISTING CONTOUR (2 FT) -268- - - - AREA (SEDIMENT FENCE THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE RESTORATION PLAN FOR APPROPRIATE REQUIRED AT PERIMETER) "DRY WEATHER" CONSTRUCTION. "WET WEATHER" SEED MIX. Otak, Inc. EXISTING CONTOUR (10 FT) - - -270 CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN B. DWARF GRASS MIX (MIN. 100 LB./AC.) 808 SW Third Avenue, Ste. 30C CONSTRUCTION STAGING AREA OCTOBER 1ST AND MAY 31ST. 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) P°rtl�n03, O8 96825 SEDIMENT FENCE (TO BE /////// 2. CREEPING RED FESCUE (20% BY WEIGHT) (CLEAN ROCK PAD FOR SOLID & C. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC.) www.otak.corr INSTALLED PRIOR TO GRADING ' 1. ANNUAL RYEGRASS (40% BY WEIGHT)HAZARDOUS WASTE, FUEL STORAGE, 711111111424**- �� 2. TURF-TYPE FESCUE (60% BY WEIGHT) ��a 4 N�4fFf�/ TREE PROTECTION FENCING 0 0 AND METHOD OF CONTROL AREA) / �. e, E� oy r '/ 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF TRACK-WALKING OR " 91573PE r STORM DRAIN CONSTRUCTION PARKING AREA k k k k k i' THE USE OF OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY. PRELIMINARY (CLEAN ROCK PAD) k k k k k -• •r i , / 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING s�AottecoN ca CATCH BASIN (WITH INLET WITH APPROVED MIX AND APPLICATION RATE. �� T 13, 1° �� PROTECTION) t a.y . D. c K\\.c) STRAW WATTLE SLOPE • 000000000000 a sS•; "�� 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING, CONSTRUCTION ENTRANCE ='��=�=�� PROTECTION BMP 1/ !. � � WOOD CHIPS, OR OTHER APPROVED MEASURES. I EXPIRES: 12/31/2019 L. * _ /�_ r 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION. DURING "WET WEATHER" PERIODS,0011 STAMP DRAINAGE FLOW DIRECTION SEDIMENT FENCE f� 1 STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER s / ' OF THE STOCKPILE. �r TA AFTER RAI �' (TO BE INSTALLED E GRADING)NG) • , ` - % 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILI THR H TH F DBG PROPERTIES CONCRETE WASH AREA WAH �� '` � 4111.11#: ; _ //1/ ZED OIJG E USE 0 TEMPORARY SEEDI{�G AND MULCHING, EROSION LLc • ` y CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES EXCEEDING O S: 25% MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. talLIMIT OF CUT/FILL -� � �y��+�• j � !, %';CATCH BASIN WITH INLET � �r * ° 1 �,� 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE ( A .f�' 5 $ .Attar / 4 o I I. SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. PROTECTION) ~ `' ! - o♦ o i ,IIQ TYP. • ,( • ```--- �� '- •� 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF ' � �� Pe �� ; THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TIRE WASHES, STREET SWEEPING, AND VACUUMING MAY BE BE �� ;�„ �(_ / ; °oo ��, �� ' � REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. CONSULTANT r_�t\ r�C <r 1 4 , 7 LIMIT OF CUT/FILL ,� c r , �► !` �r Al 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED INLET PROTECTION MEASURES. L • �� o II r ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED. O / d 1 f 0 � '' ! . 1 _.-0:--; r ��'; o +I ,' I 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF I- . f /�,..y / + r /1 SEDIMENT AND SEDIMENT LADEN WATER. U N fPOECT + r /- ,, ...„,..1.5,:,,_ ''BOUND' ,w,{�• ...ALA- �� o ° ( 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF D / � � ' . 1 0 THAT CAN ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' i '� / f`�:. � ' ` t / FROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SLI I LING PITS MAY BE REQUIRED. THE r�� ` WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50% OF THE CAPACITY. �■ �,. Jr ��%�� 44! % - �:,�A� � I w g $ fo �.1�� 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SMALL NOT BE TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGSz PROJECT BOUNDARY ``' G{� 1i Q �� I SHALL BE PICKED UP AND DISPOSED IN THE TRASH. o, W -= r I + / I , ' t / ° 0 • •' ,e,y) C‘C; le ;1615/ `4.t.-.7-. zeir 1 J I 1 ,., a / 4 'l , 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER SYSTEM. r i mss' / / i io , i r s o , © 14. USE BMPs SUCH AS CHECK--DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS. _NAL` / O 6 '! i [ i r • ° !1 J i' , -;d,-f ; 4 ++ I F_� �` 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENTCO F- � ' //,,---// P t j/� ‘► o i / INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. It/ 'il O - / 4. ry�Vp ry/ a N1111 j J \ il o , Z _ LLJ --. �,'.- % • � '.. �`„;,---k-%(- .. . �� ,'� / l \ ' EROSION AND SEDvIENT CONTROL BMP IMPLEMENTATION: , , ..11,_ r'/ n ' ! \ , i ! \ 1 .l i,/ 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE / / ryD. / , ' , r , �/ Z / ` rt, P titi , / IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. S'P. ' P �, '� /Ory r ' 6fi 1I 1� r17,_, . * '#�° / /' ., ,./ , 2. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL 8E INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF 0- / '� ./ • :: ',+ /,` I FINISHED GRADE AS SHOWN ON THESE PLANS. ce �.,. 1111 ,, rr Q*tip.®d ,Jg. te ,.. �� A New_q 1; 11° //Ai3. LONG TERM SLOPE STABILIZATION MEASURES co"INCLUDING MATTING" SHALL BE IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1, z w Q • `' ©, , /' /- /01:eii.,....7,;:-.4.-.. tiy' . ' 4. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR TO THE STORM WATER SYSTEM FUNCTIONING AND (} J �/ � J .A. ' � � SITE PAVING. f1J � • TYPE' h M / \\, ® Y' / iTYP.�' ' iLJ ) I - fY ,J I- y �„ � , Jr •/ i / ii. Iiiii � ' i , , 5. INLET PROTECTION SHALL BE IN PLACE IMMEDIATELY FOLLOWING PAVING ACTIVITIES. O ° (� OID. . 1 '9- • •4 fik \ �i \ 11, / / t ` Ilk rr (i) f� ., .k0 ANS_ _...01/.1.,:",......_ ........_--.- .' de / i 4. / /*Pi Ai °A --/' • / / ,,_, I / /0 / 7.44141,110!: i Cl (...9 , a-o----- rw I. , . . ,--- A. • - , .. ,o--\ e,/ , J.,, ,f1 7 1"011.67 IA '''' r "we , 1 . 'ta - _�400 / �/ r © T • %44 ' O - Q - `ter '� CONSTRUCTION NOTES: "."' '� ° Ct ....-01"--- % #0‘tc'4' / U ifi o % a I � 0 ©I ,As. r ° \,.-..„---."-� °\/. . . ° `�� L t � ' • //// i'. I 1� INSTALL CONSTRUCTION ENTRANCE PER DETAIL 855, SHEET EC3.0. TITLE , P ;'ter ° P ` hi ° ° z, .� -- ,-- 0 . - ° ° f: °' 2� kNSTALL CONICRETE WASHOUT STATION PER DETAIL 6, PER SHEET EC3.0.P ;;` # DATE DESCRIPTION w 11111_ ° ` 2oa 0r� ° r -�-� P o ° IIIILZ ;;:; _ .:.� , NIII /1/1///,//'; 3 STOCKPILE LOCATION. xx�� pot'� D TYP. iiii W xx x�c_ X06 , '�� ."� i �f El INSTALL INLET PROTECTION (TYPE 4) PER DETAIL 915, SEE SHEET EC3.0. 5 INSTALL SEDIMENT FENCE PER DETAIL 875 PER SHEET EC3. . ti i T��204� I I I e I �� o ' I II 6 ry P ' / 1-0 ry f TYP. r� rf 'r I'I,1I� 0 W _--'" N N "P` �n ' ,' I 6 INSTALL FIBER ROLLS PER DETAIL 880, SEE SHEET EC3.0. o w _ i�+ / o r �� r ! ! I3N V -".A4.� -' I '"�^ '" iii , /////71- 3 7 CONSTRUCT PERMANENT RIPRAP. SEE UTILITY SHEEfS FOR DETAILS.-' /� I .:4610000.001,1 i._ ' ( I PROTECT DURING CONSTRUCTION PER CWS DETAIL 820 SEE SHEET EC3.0. is - + I - s s ' I I - I �� REVISIONS , �� IINSTALL TREE PROTECTION PER TYPICAL DETAIL, SEE SHEET EC3.0. _ v< U � " �� - /AU-�,�'NIP WO emir de f/-dr; ` I ' ,�� _ °, � �►� 9 INSTALL DRIVE-THROUGH TIRE WASH PER DETAIL 870, SEE SHEET EC3.1. 0 1 Ii ' f4.09 1 ryu 0Sd _ ,IryU. CISd `' Ad '�x.�1 ter' .- �-"+� e/if SLFi KDCI C.) _ SSd 5Sd . �fil f A .7� it;INEr= %s1 o PROPOSED STORMWATER DISCHARGE SYSTEM. CONNECT TO EXISTING DRAWN BY CHECKED BY I Lr, ��.p - F____-_,,, - i .'! y /� . -. � � STORM DRAIN. r~ :/ -`� - - - - - i -AI O !rp t`!"gam � , liZIWANN,, PFI SiJBMiTTAL o ...•:e•;•r,M,.••; ;••: ,: , P v v v _ Jr&sit iett6 .:44 ..:r,. I/1r Fr' +` __I� STATUS r rfi lovii , ----ft.......,...... , � �� tz i .' - g > > CONSTRUCT STAGING AND PARKING AREAS. INSTALL CLEAN ROCK PAD S V �'� I -"-`�-'_ ii�� f es. �4Pro FOR SOLID AND HAZARDOUS WASTE, FUEL STORAGE AND EQUIPMENT 0 NEN I X-x x x x x x x x x x x x x x x~ x x �, f , . - MAINTENANCE. 02/26/2018D 4#4 17052 - 1 2 INSTALL GRAVEL BAG CHECK DAM, STAGER ON OPPOSITE SIDES EVERY 15' PROJECT NUMBER g. Air •:, _,,,..,, / DOWN DRIVE AISLE CUT. TYP.Q 6 ©iiir TYP.® 0 10 ' r 60' 0' 60' 120' 03 s 1 04 111111711c--; E C2 ■ SCALE IN FEET ©2018 OTAK, INC. If this drawing is not 22"x 34",it has been o a reduced/enlarged.Scale accordingly. Otak ......i.d.,,, A 6,,,, Otak, Inc 808 SW Third Avenue, Ste. 30 FOR FURTHER INFDRIrIAIION FOR FURTHER INFOR1rNATIpN FCR FURTHER INFORMATION Portland, OR 9720 ON DEMON CRRERIA SEE ON DESIGN CRITERIA SEE ON DESIGN CRITERIA SEE CHAPTER 4 OF CLEAN WATER CHAPTER 4 OF CLEAN WATER ti �, CHAPTER 4 OF CLEAN WATER SEMMES EROSION PREVENTION SERVICE; EROSION PREMDRION 503. 287. 682 SEDIMENT CONTROL SED�FIT CONK a.. �r 1.All ,l AND SEDIMENT COMM \ ///'� Ale SEI AND DESIGN MANUAL AIA MANUAL 1 i www.Ota k.CO + UNDISTURBED PLANNING AIA DESIGN MANUAL NZ 9- .� S �tiv` YEGETA710N , L:r •. e o ti,�5��e�oy� +.�a'+�'r `�'�G1NE.. `�/Q 6 1e 4 : d. '.v . Rt o� '':.; • :: 1573Pi. o :� : ..q.:_. PRELIMINARY ,,,.,,;I' ,�;�1�'h€ 1�1�I��1 � � /// ! .p' 1 ..6•.: .17d'. ��''.'.Q•••�.,_ S OREGON � .A.4___..4::.4 , t I ,(r ~�- // • a .' iv a ��e SOT 1 3, ��^ Q� i,l \�`� - 1l - �/ RADIUS •= 2a' MIDI. . D 1.0 �\1 ^� ,'.. •°. ..p.' CHS I I Illlll `� �� CLEAN PIT FUN OR 3•- r aux ROCK : -`�P o�°�aF �f55 j- 11101111/! eR �N �G EXPIRES: 12/31/2019 MINIMUM 1r aM7lLAP V DRIP LINE �� T `�N 0.55' STAMP OF SEAMS. SUBORADE f + a \ �= GEOTEal1M.E, AS REQUIRED P�� - +4:•: :•: Otäk .. FOR FURTHER PFORNIATION 0tak Inc 111111 ON DESIGN CRITERIA SEE C11AP1ER 4 OF CLEAN 1KATVR 1r ir 808 SW Third Avenue, Ste. 30 SLOPE To DRAIN SACK WASH 503. 287. 6825 AND lNG AND DESIGN L (TTP) -1 f Portland, OR 97204 RANI NG AND DESIGN MANUAL TI www.otak.corr .eAl\rti PROF - ,.� �ERr1aMa R1 OUT AREA; MOTION OF TRArEL �S��aG1 N SFR /Q�' i A GRADE TO DRAIN W WASH 91573PE r '-iii 'i . +r ti PRELIMINARY I S, OREGON 7TP. FA N.�3D—� �� T 1 3, 2� �� LISOW ! ! V ,e' I 1r_...1 D. CN�� _ _ J EXPIRES: 12/31/2019 ---- .► 1 _� - PLAN VIEW STAMP 1 _AIN-... ,... .1.. .:t:, ,..„..,„ i---„---,-,A -r---1,---,--1,:-L,_ 1 DBG PROPERTIES PLAN VI E W OVERLAP IMPICAL -CONTRACTOR TO FROVEIc L Lc NTS (1NfN ) _ OMICRON OF 7NAVII. WATER EIRFLY TO IIIANTAN 1Z•CF NATER AT ALL TIES E>451■40 MADE4. WALTER BAG OR lf71N. 17P I ALTERNATIVEz ,� :- 1 REQUEtEAPPROVED t? 0 0 i" ..- 0.. ''''=' -I .1 I : . :* MV ) ' CONSULTANT • X11 Id9ol. 14:T EARS 11r QC RO1F1 111A1fS 11. 11= I .,1.7*. ...._.:.;•:•:•_".:.;.66.:....:;i 11= CRU9i BASE COURSE .. MRI .•• •: f1= n';iV-- • TER FMMIC • NON-wOVE?I �OIE%1RE • - �+1-1fYI -i1.-_�11 11 -' A3 NEW= PROFILE PROFILE NOTES: 1. CONTRACTOR TO REMOVE ACCUMULATED SEDIMENT FOR PURIM RIPZIMATION NOTES: AS NEEDED TO PREVENT TRACKING FROM TIRE ON DESION CRAM BEE WASH; SEDIMENT LADEN WATER MAY BE PIPED TO CHOPTER 4 OF CLEAN WATER 1. BIO BAGS ONLY REQUIRED WHEN DISCHARGING SEDIMENT LADEN WATER. AN APPROVED SEDIMENT TRAP. Ale UMW CONTROL 2. STAKING OF BAGS REQUIRED WITH EITHER METHOD USING (2) 1"x 2" WOOD STAKES OR .NI IQ NO OMEN YMRMAL. 2. USE GEOTEXTILE FABRIC HATH AGGREGATE FOR A APPROVED EQUAL PER BAG. TEMPORARY TIRE WASH. OUTLET PROTECTION TIRE WASH—(DRIVE— THROUGH) RIP RAP aea>nW�cr w Services DRAWING NO. 820 REVISED 12-16 DRAWING NO. 870 REVISED 12-16 COM) Z W Q F- 2 w Cie 0 Q zz o oQ ~ wC 1:1z Q o0 0 DCC U Cf) W Z z CI < o J °� o CO W � o Et LL 1 of U w W TITLE # DATE DESCRIPTION i XX 0 w ai E a3 Z S.0 T r6 C, 0 CO U w N in 0 N- (15 REVISIONS 0 0 a 0 5 p SLH KDC U DRAWN BY CHECKED BY N Lo PFI SUBMITTAL o STATUS ca N- -- 02/26/2018 - 02/26/2018 .c DATE a. J 17052 E Q PROJECT NUMBER a) v CO 0 N MEC3 . 1 1N ©2018 OTAK, INC. v a) o If this drawing is not 22"x 34",it has been a reduced/enlarged Scale accordingly.