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Plans (16) BU P2018 -00093 oFFic'E COPYOtak .I. Fail E F I E L. I:) S A 1::) A RT IVI E IN TS . .. i ,...gggis000; l ii., Otak A • •tects, Inc. 808 Third enue, Suite 300 acuiv Po land, OR 97204 m n 503.287.6825 www.otak.com t\PR 0 2 2018 C'Ea oFTIG MID +- 1 ,�a �l,�LD1 G AIVtStO ,,0444 3721 �-. MAN FL FLEENER PROJECT TEAM . - DRAWING SHEET INDEX ' p0RTLRNI�,ole ARCHITECT OWNER/DEVELOPER A3-0.01 COVER SHEET A3-8.02 BUILDING 3 EXTERIOR DETAILS AX-8.21 ELEVATOR&MECH SHAFT DETAILS OF 0 RA A3-0.02 REFERENCE SITE PLAN A3-8.03 BUILDING 3 STOREFRONT DETAILS AX-9.01 WASTE ENCLOSURE OTAK ARCHITECTS, INC. DBG PROPERTIES LLC A3-8.04 BUILDING 3 INTERIOR DETAILS 3/29/2018 808 SW THIRD AVENUE, SUITE 300 2164 SW PARK PLACE 50.01 GENERAL NOTES-APARTMENTS A3-9.01 BUILDING 3 MAILBOX ENCLOSURE EC0.0 COVER SHEET&GENERAL NOTES PORTLAND, OR 97204 PORTLAND, OR 97205 STAMP PHONE: (503)415-2393 FAX: (503)415-2304 PHONE: (503)224-2554 FAX: (503)223-4463 S0.02 GENERAL NOTES-APARTMENTS EC1.0 CLEARING&DEMOLITION PLANS (1 OF 2) CONTACTS: MATT NEISH, CHRISTINA KWIECIENSKI CONTACT: SKIP GRODAHL S3-2.01 FOUNDATION PLAN-BUILDING 3 AX-4.11 WALL SECTIONS EC1.1 CLEARING&DEMOLITION PLANS (2 OF 2) REVIEWED FOR 53-2.02 ROOF FRAMING PLAN-BUILDING 3 AX-4.12 WALL SECTIONS EC2.0 GRADING, STREET AND UTILITY CONSTRUCTION ► 11. ►► L LANDSCAPE ARCHITECT �� 7 A OWNER CONTRACTED CONSULTANTS S3-3.01 SHEARWALL PLAN-BUILDING 3 AX-4.13 WALL SECTIONS EC2,1 GRADING, STREET AND UTILITY CONSTRUCTION ODE CO L OTAK, INC. S3-4.01 SHEARWALL ELEVATIONS-BUILDING 3 AX-5.01 STAIR 1 PLANS &SECTIONS EC3.0 EROSION CONTROL DETAILS Lr CE _� r ll 1 fah � 808 SW THIRD AVENUE, SUITE 300 CONTRACTOR S7-2.01 SITE STRUCTURE DETAILS AX-5.02 STAIR 2 PLANS &SECTIONS EC3.1 EROSION CONTROL DETAILS c1 PORTLAND,HONE: 2R 97204 CABG PROPERTIES PHONE: (503)287-6825 DBG PROPERTIES LLC 5-8.51 FOUNDATION DETAILS-CLUBHOUSE AX-5.03 ELEVATOR&MECHANICAL PLANS &SECTIONS CONTACT: KAITLIN NORTH 2164 SW PARK PLACE S-8.61 FLOOR/ROOF FRAMING DETAILS-CLUBHOUSE AX-5.11 UNIT PLANS LLC PORTLAND, OR 97205 S-8.62 ROOF FRAMING DETAILS-CLUBHOUSE AX-5.12 UNIT PLANS CIVIL ENGINEER PHONE: (505)402-0091 OTAK, INC. CONTACT:TYLER COLEMAN 5-8.71 SHEAR DETAILS-CLUBHOUSE AX-5.13 UNIT PLANS 808 SW THIRD AVENUE, SUITE 300 AX-5.14 UNIT PLANS PORTLAND, OR 97204 STRUCTURAL ENGINEER A3-0.11 BUILDING 3 CODE SUMMARY AX-5.15 UNIT PLANS CONSULTANT PHONE: (503)415-2408 ENAYAT SCHNEIDER SMITH ENGINEERING, INC. A3-0.12 BUILDING 3 CODE PLAN AX-5.18 UNIT PLANS CONTACT: KYLE CHILDERS 3141 WALNUT STREET, SUITE 203A A3-1.01 BUILDING 3 CONSTRUCTION ASSEMBLIES AX-5.17 UNIT PLANS ARBORIST DENVER, CO 80205 A3-1.11 BUILDING 3 SCHEDULES AX-5.18 UNIT PLANS OFFICE COPY PHONE: (720) 904-1234 A3-2.00 BUILDING 3 SLAB PLAN AX-8.01 EXTERIOR DETAILS-°OPENINGS TERAGAN &ASSOCIATES, INC. CONTACT:WAHID ENAYAT CITY OF TIGARD 3145 WESTVIEW CIRCLE A3-2.01 BUILDING 3 FLOOR PLAN AX-8.02 EXTERIOR DETAILS-OPENINGS LAKE OSWEGO, OR 97034 GEOTECHNICAL ENGINEER A3-2.02 BUILDING 3 ROOF PLAN AX-8.03 EXTERIOR DETAILS-SIDING REVIEW 7D FOR CODE COMPLIANCE PHONE: (503)697-1975 FAX: (503)697-1976 RHINO ONE GEOTECHNICAL A3-2.11 BUILDING 3 REFLECTED CEILING PLAN AX-8.04 EXTERIOR DETAILS-FOUNDATION p� Tygard Eros Ofl Con sol Approved: JI CONTACT:TERRENCE FLANAGAN 4610 NE 77TH AVE, SUITE 126 A3-3.01 BUILDING 3 EXTERIOR ELEVATIONS AX-8.05 EXTERIOR DETAILS City ectior�s: VANCOUVER, WA 98662 A3-3.02 BUILDING 3 EXTERIOR ELEVATIONS AX-8.06 EXTERIOR DETAILS-ROOF To Schedule Insp OTC: [ I . MECHANICAL, ELECTRICAL & PLUMBING ENGINEER PHONE: (360)258-1738VALIDITY OF PERMIT Call (503) 639-41 A3-3.10 BUILDING 3 EXTERIOR ELEVATIONS-STOREFRONT AX-8.07 EXTERIOR DETAILS Ean: Permit #: Qo I A" DO a cl MFIA, INC. CONTACT: RAJIV ALI THE ISSUANCE OF A PERMIT Initial inspect P A3-4.01 BUILDING 3 BUILDING SECTIONS AX-8.11 INTERIOR DETAILS-FIRE RATED DETAILS priormtoating""�°" Address: lig 0 .,s‘,., � n2 ; Xt. ( 2007 SE ASH STREET BASED ON CONSTRUCTION FLnal inspection: PORTLAND, OR, 97214 GREEN BUILDING CONSULTANT A3-4.1 1 BUILDING 3 WALL SECTIONS AX-8.12 INTERIOR DETAILS-FIRE RATED DETAILS DOCUMENTS AND OTHER Prlortoflnsttn,udtnsirre Suite#: 9_,Lz___ PHONE: (503)234-0548 FAX (503)234-0677 EARTH ADVANTAGE A3-4.12 BUILDING 3 WALL SECTIONS AX-8.13 INTERIOR DETAILS DATA SHALL NOT PREVENT By; Date: ?_ 11__I CONTACT: JAMES L. TORMEY 623 SW OAK ST, THIRD FLOOR A3-6.01 BUILDING 3 INTERIOR ELEVATIONS AX-8.14 INTERIOR DETAILS THE CODE OFFICIAL FROM PORTLAND, OR 97205 A3-6.02 BUILDING 3 INTERIOR ELEVATIONS-STOREFRONT AX-8.15 AIR SEALING COMPARTMENTALIZATION REQUIRING THE CORRECTION PHONE: (503) 968-7160 X23 A3-8.01 BUILDING 3 EXTERIOR DETAILS AX-8.20 STAIR DETAILS OF ERRORS. OSSC 105.4 • CONTACT: ERIC FOLEY PROJECT INFORMATION ABBREVIATIONS SYMBOLS VICINITY MAP ENERGY CODE COMPLIANCE SITE & NUMBER AND GB GPM GRAB BAR GALLONS PER PERE PERFORATED, PERFORATE r 2 ! • ASSEMBLY TAG LEGAL DESCRIPTION: C L CENTERLINE MINUTE PLAM PLASTIC \ . 2S1010001600 AC ACRE GYP GYPSUM LAMINATE O \ii. ACC ACCESSIBLE PL PLATE, 2. Are li ►n14 A. TOTAL SITE: 14.88 ACRES AED AUTOMATED HB HOSE BIB PROPERTY LINE WINDOW TAG EXTERNAL HC-PHB HOLLOW CORE PLYWD PLYWOOD Cn`� ON-SITE IMPERVIOUS (BLDGS): 69,091 SF 1.59 ACRE) DEFIBRILLATOR PRIMED PNL PANEL ��N(‘ # TC � � � ON-SITE IMPERVIOUS (ROADS,WALICS): 227,985 SF (5.23 ACRE) AFF ABOVE FINISH FLOOR R HARDBROARD PNT PAINT DOOR TAG ` STAZONING: ADJ ADJUSTABLE HD EADE PR PAIR Al zAHU AIR HANDLING UNIT HDW HARDWARE PREFIN PREFINISHED / ALUM ALUMINUM HM HOLLOW METAL PREPR PRE-PRIMED N W 1(,: information APPROX APPROXIMATE HORIZ HORIZONTAL PT PRESSURES� MUE (PD} 0 NORTH ARROW \. s .�» APT APARTMENT HR HOUR TREATED,\ I liarOtilitiOte t1a!spe y:l�tl�cienc�r Sp tatty cod® EXISTING USE: VACANT LANDHVAC HEATING POST TENSION \ 1- .- ce .1troloot ,,. ru t BD BOARD VENTILATION 11 .':irnv®lope iancef�Aethod Sunt dd"rr�lde-tM PROPOSED USE: 4 STORY WOOD FRAMED APARTMENTS. BDRM BEDROOM AND AIR R RISER, RADIUS BLDG BUILDING CONDITIONING R&S ROD AND SHELF1 1Cortstruciiorr$ite: ClwnarIApe -----, DETAIL TAGS ` BLKG BLOCKING RCP REFLECTED\ • .SW A48.01 A48.01 .. �`- .'x4' PARKING BM BEAM IBC INTERNATIONAL CEILING PLAN(S) �� ------- \ � J a \ ` Ina s f*W. :.7 BOT BOTTOM BUILDING CODE RD ROOF DRAIN \ . `` '1 *. BR BEDROOM ICBO INTERNATIONAL REF REFERENCE CL STANDARD PARKING STALLS ARE MINIMUM 8.5'x 18.5'. CONFERENCE OF REEL REFLECTED A4-3.0 3 I\ ` �-- ACCESSIBLE PARKING STALLS ARE MINIMUM 8.5'X 18.5'WITH 5'AISLE. EXTERIOR ELEVATION TAG a COMPACT PARKING STALLS ARE MINIMUM 7.5'x 16.5'. CIP CAST-IN-PLACE BUILDING REFR REFRIGERATOR CJ CONTROL JOINT OFFICIALS READ REQUIRED 1D grAtommook AtiasWoicankialtot PROJECT TOTAL PARKING REQUIRED #OF STALLS CL CLOSET IN INCH REST RESTROOM SITE *(7440$4.44iiiiii******Istotik. 'W14:- -741:4: sop Set�ll�lill" � �' CLG CEILING INFO INFORMATION RM ROOM TOTAL SURFACE STALLS 428 CLR CLEARANCE} INSUL INSULATE(D), (ION) RO ROUGH OPENING 1C '4-5.11 1A INTERIOR ELEVATION TAG cn E in W N i-- ICE o CMU CONCRETE UNIT INT INTERIOR N. MAX COMPACT SURFACE STALLS 509%OF TOTAL MASONRY SAME SELF-ADHERING N W TOTAL ACCESSIBLE STALLS 9 nJ ti CPT CARPET JAN JANITOR'S MEMBRANE 18Elli (PER OSSC 1106.2} COL COLUMNS JST JOIST FLASHING Z \ \ TOTAL PARKING PROVIDED 428 CONT CONTINUOUS SD SMOKE ��// CONC CONCRETE KDHM KNOCK-DOWN DETECTOR a ak BUILDING SECTION TAG � 0 L.L TOTAL STANDARD STALLS 233 CORR CORRIDOR HOLLOW METAL SF SQUARE FOOT '4-1.01 ,4,4.01 0 UJ �� TOTAL COMPACT STALLS 184 KIT KITCHEN SHTHG SHEATHING ‘....-•-• Lli co TOTAL ACCESSIBLE STALLS 11 D DRYER SIM SIMILAR < O GENERAL NOTES DBL DOUBLE LAM LAMINATE SPEC SPECIFICATIONCD DF DRINKING LAUN LAUNDRY STD STANDARD 1 - BUILDING DATA 4-4.11 WALL SECTION TAG FOUNTAIN LD LOAD STL STEEL � � 0 DLA DIAMETER LGT LIGHT STOR STORAGE 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 DIM DIMENSION LN LINEN STC SOUND TOP OF SLAB SUBMITTED IN CONFIDENCE FOR USE BY OTAK, INC. CLIENTS ONLY. IT HAS PARKING PAVING WITHIN 5'OF A BUILDING AWAY FROM THE BUILDING. IF DN DOWN LVT LUXURY VINYL TRANSMISSION 100'-0" ELEVATION DATUM CONSTRUCTION TYPES VA-APARTMENTS TITLE BEEN PREPARED FOR THIS PROJECT AT THIS SITE AND IS NOT TO BE USED CONFLICTS OCCUR, NOTIFY ARCHITECT IMMEDIATELY. SEE CML VB-CLUBHOUSE DR DOOR TILE CLASS FOR ANY OTHER PURPOSE, LOCATION OR OWNER WITHOUT WRITTEN DRAWINGS FOR FINISHED GRADES ADJACENT TO BUILDINGS. NUMBER OF FLOORS 4 DS DOWN SPOUT LW LIVE/WORK STRUCT STRUCTURAL A. # DATE DESCRIPTION CONSENT OF OTAK, INC. UNAUTHORIZED REPRODUCTION, PUBLICATION OR BUILDING AREA SEE SITE PLAN SHEET A-0.02 DU DWELLING UNIT SV SHEET VINYL A.1 GRID LINE/GRID BUBBLE DISSEMINATION, IN WHOLE OR IN PART IS EXPRESSLY PROHIBITED. 7. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO BUILDING HEIGHT 44'-0"+/-TO TOP OF HIGH ROOF DW DISHWASHER MAINT MAINTENANCE INFORMATION CONTAINED HEREIN REMAINS PROPERTY OF OTAK, INC.,AND PROCEEDING WITH THE WORK. DWG DRAWING MATL MATERIAL T TREAD RECEIPT OR POSSESSION OF THIS INFORMATION CONFERS NO RIGHT IN OR MAX MAXIMUM TEMPERED ROOM TITLE LICENSE TO USE OR DISCLOSE TO OTHERS THE SUBJECT MATTER CONTAINED 8. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS, DO NOT SCALEEA EACH MDF MEDIUM DENSITY T& G TONGUE& ROOM NAME HEREIN FOR ANY BUT AUTHORIZED PURPOSES.ALL RIGHTS RESERVED. DRAWINGS, NOTIFY ARCHITECT OF DISCREPANCIES PRIOR TO PROCEEDING UNIT MIX EJ EXPANSION JOINT FIBERBOARD GROOVE COPYRIGHT 2018. WITH THE WORK. EL ELEVATION MECH MECHANICAL TB TOWEL BAR O TEMPERED GLAZING ELEC ELECTRICAL MEMB MEMBRANE TEL TELEPHONE 2. THE CONTRACT DOCUMENTS CONSIST OF THE AGREEMENT BETWEEN 9. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS ELEV ELEVATOR MFR MANUFACTURER TG TEMPERED OWNER AND CONTRACTOR, CONDITIONS OF THE CONTRACT(GENERAL, AND METHODS AND SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF SEE SITE PLAN SHEET A-0.02 FOR UNIT MIX INFORMATION. EP ELECTRICAL MIN MINIMUM GLASS SUPPLEMENTARY,AND OTHER CONDITIONS), DRAWINGS, SPECIFICATIONS, CONSTRUCTION UNTIL FINAL LATERAL AND VERTICAL CARRYING SYSTEMS -_______- 5. ECTION REQUIRED PANEL MIRR MIRROR(ED) THK THICK, le. REVISION TAG AND CLOUD ADDENDA ISSUED PRIOR TO AGREEMENT AND MODIFICATIONS ISSUED AFTER ARE COMPLETED. EQUIP EQUIPMENT MISC MISCELLANEOUS THICKNESS S e.t She_ -�' State ofOregon Structural Specialty Code EXECUTION OF THE CONTRACT. EQ EQUAL MO MASONRY TO TOP OF 10. DIMENSIONS ARE SHOWN TO FACE OF STUD, FACE OF CONCRETE, FACE EXIST EXISTING OPENING TP TOILET PAPER - REVISIONS 3. ANY DOCUMENT IN THIS SET WHICH HAS BEEN PREPARED BY ANY OF MASONRY, GRID/COLUMN LINE, CENTERLINE OF ELEMENT, COUNTERTOP �❑ Concrete and Reinforcing Steel EXT EXTERIOR MTL METAL T/S TUB/SHOWER ._ ____..___/ �- �- _ SUBCONTRACTOR, DESIGNER,AND/OR SUBCONSULTANT WHO IS UNDER A EDGE, OR AS NOTED. `� TYP TYPICAL . - CONTRACT DIRECTLY WITH THE OWNER AND/OR CONTRACTOR IS ONLY v c� r. Bolts Installer!in Concrete FC FIBER CEMENT N NORTH z' r v INCLUDED IN THIS SET FOR PURPOSES OF REFERENCE AND COORDINATION. 11. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION FCP FIBER CEMENT NA NOT APPLICABLE UL UNLIMITED Special Moment Resisting Concrete Frame �f Author Checker OTAK DISCLAIMS ALL LIABILITY RELATING TO THE DRAWING AND OF SUBCONTRACTOR WORK, COMPLIANCE WITH DRAWINGS AND �❑ Reinforcing Steel Prestressing Steel Tendons FBGLS FIBERGLASS PANEL NIP NOT IN PACKAGE THIS UNO UNLESS OTHERWISE RELATED RELATED PERMITS 1 REVIEWS DRAWN BY CHECK BY CONSTRUCTION OF THE IMPROVEMENTS OR SYSTEMS IT DEPICTS EXCEPT AS SPECIFICATIONS, AND ACCURATE LOCATION OF STRUCTURAL MEMBERS, SPECIFICALLY ASSUMED INA WRITTEN CONTRACT SIGNED BY OTAK AND THE OPENINGS FOR MECHANICAL, ELECTRICAL, AND MISCELLANEOUS FD FLOOR DRAIN NO NUMBER UNFIT UNFINISHED PERMIT SET OWNER. EQUIPMENT. CONTRACTOR SHALL VERIFY DIMENSIONS AND OPENING SIZES Structural Welding FEC FIRE EXTINGUISHER NR NON RATED • PDR2017-00004 PLANNED DEVELOPMENT REVIEW (CLEARANCES REQUIRED) FROM THE MANUFACTURERS PRIOR TO STATUS BiCABINET NTS NOT TO SCALE VCT VINYL SLR2017-00005 SENSITIVE LANDS REVIEW High-Strenghtoltng 4. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, INCLUDING CONSTRUCTION OF OR INSTALLATION OF EQUIPMENT, FURNISHINGS, AND FIN FINISH COMPOSITION • MLP2017-00009 MINOR LAND PARTITION 03.29.2018 THOSE IN ELECTRONIC FORM, PREPARED BY THE ARCHITECT, AND THE ACCESSORIES. ❑ Structural Masonry FLR FLOOR OC ON CENTER TILE • PFI2018-00049 PFI SUBMITTAL ARCHITECTS CONSULTANTS ARE INSTRUMENTS OF SERVICE THROUGH END FOUNDATION OCC OCCUPANT(S) VERT VERTICAL • )0000(SITE DEVELOPMENT SUBMITTAL DATE WHICH THE WORK TO BE EXECUTED BY THE CONTRACTOR IS DESCRIBED. 12. PROVIDE ACCESS PANELS AS REQUIRED. LOCATION, FINISH,AND TYPE ❑ Reinforced Gypsum Concrete FO FACE OF OCCUPANCY(IES) VRFY VERIFY UNLESS INDICATED OTHERWISE, THE ARCHITECT AND ARCHITECTS SHALL BE APPROVED BY ARCHITECT PRIOR TO OBTAINING AND INSTALLING. FOC FACE OF CONCRETE OLF OCCUPANT LOAD VS VERSUS 17052 ❑ Insulating Concrete Fill CONSULTANTS SHALL BE DEEMED THE AUTHORS OF THEM AND WILL RETAIN ACCESS PANEL LOCATIONS NOT APPROVED BY ARCHITECT WILL BE FOF FACE OF FINISH FACTOR W WASHER DEFERRED S U B M TTA L _ • PROJECT NUMBER ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, IN ADDITION SUBJECT TO MODIFICATION AT NO ADDITIONAL COST. PROVIDE RATED ❑ Spray Applied Fir,-Resistive Materials FOS FACE OF STUD OPP OPPOSITE W/ WITH TO THE COPYRIGHTS. ACCESS PANELS WITH THE SAME RATING AS THE ASSEMBLY IN WHICH THEY FOW FACE OF WALL OPNG OPENING WD WOOD ARE INSTALLED. ACCESS PANELS IN SHAFT WALLS, RATED FLOOR/CEILINGS 0 Pilings, Drilled Piers and Caissons FRP FIBER REINFORCED ORD OVERFLOW ROOF WH WATER HEATER • METAL GUARDRAILS AND HANDRAILS 5. IF COORDINATION OF ARCHITECTURAL, CIVIL, LANDSCAPE, STRUCTURAL, OR RATED ROOF/CEILINGS SHALL BE SMOKE SEALED. ❑ Shotcrete PLASTIC DRAIN WIC WALK IN CLOSET • COMPOSITE WOODEN#=LOOK JOISTS CITY OF TIGARD A31100 MECHANICAL, ELECTRICAL, PLUMBING AND SPRINKLER ELEMENTS RESULT IN FT FEET OSB ORIENTED WIN WINDOW • WOOD ROOF TRUSSES ' •proved by Planning ' CONFLICTS, NOTIFY ARCHITECT IMMEDIATELY PRIOR TO COMMENCING ANY ❑ Special Gradinr;, E=xcavation and Filling FTG FOOTING WALL STRAND WP WATERPROOF • SPRINKLER SHOP DRAWINGS WORK OF ELEMENTS RESULTING IN CONFLICTS. FT FEET BOARD WR WATER • PRE-MFR BRIDGE Date: U -L - /8 ©2018 OTAK,INC. ❑ Smoke-Control Systems OSSC OREGON RESISTANT GA GAUGE, GYPSUM STRUCTURAL WRB WATER Initials: If this drawing is not 24"x 36",it has been ❑ Other InspeCtiorr& ASSOCIATION SPECIALTY CODE RESISTANT reduced/enlarged.Scale accordingly. GAL GALVANIZED OVFL OVERFLOW BARRIER BLDG AREA UNIT COUNT SITE NOTES BUILDING NO. NO. OF TOTAL GROSS 1. MAILBOXES MUST COMPLY WITH ADA REQUIREMENTS. BUILDING NO. TYPE 'A' UNITS TYPE 'B' UNITS TOTAL CUSTOMER COMPARTMENT REACH RANGE MUST BE _..••i i i 0 0 0:4 2 P._70 2 lik FLOORS BLDG AREA (SF) WITHIN 48"AND 28"AFF. SEE A3-9.01 FOR ADD INFO. Otak Ar hitects, Inc. BUILDING #1 49 648 BUILDING #1 3 2 1 BD, 1 2 BD 53 56 2. MAILBOX SUPPLIER MUST VERIFY WITH US POSTAL 808 Thir• venue, Suite 300 4 ` ) � ) SERVICE THAT MAILBOXES COMPLY WITH USPS REQUIREMENTS. P. land, OR 97204 BUILDING #2 4 41,812 BUILDING #2 3 (2) 1 BD, (1) 2 BD 45 48 m in 503.287.6825 3. SEE SITE DEVELOPMENT SUBMITTAL FOR ADDITIONAL www.otak.com BUILDING #3 1 3,342 BUILDING #3 0 0 0 0 INFO. BUILDING #4 4 50,848 BUILDING #4 3 (1) 1 BD, (1) 2 BD, (1) 3BD 45 48 4. SEE CIVIL FOR ADA PARKING INFORMATION 1. ' d • ay BUILDING #5 4 49,648 BUILDING #5 3 (2) 1 BD, (1) 2 BD 53 56 3720 BRIAN R.FLEENER it BUILDING #6 4 58,671 BUILDING #6 3 (1) 1 BD, (1) 2 BD, (1) 3BD 53 56 • • TOTAL 253,969 TOTAL 15 249 264 LEGEND PC'RTL N , 111111000041111 ACCESSIBLE PATH OF Q 3/29/2018 STAMP PROJECT INFO Lc TAX MAP/LOT NOS: WASHINGTON COUNTY TAX MAP DBG PROPERTIES 2510100 TAX LOT 1600 LLC ZONING: MUE (PD) CONSULTANT O. . \ % Il III CP / I/ C--\'''': r --- 1.........• 41.°Fillk,.:as, ,..- ----,---- ___. -- .7z:A. it:T /\ 0 u \\ 111 1, �:.----:<-----: 1-::,.....,.\6\s: ,.......______---".", -..-:-_, , . / / . I //0° / \. \ I• lithhih. -- / t4 ' - .." \ 44/ F".■ J...,.,,. 70 0 / ii lfic., N = f •, 1 7151. It • 7 00 110 i II i 1 1,010/00 ci Ce 177 #. : 1111110 *Illk PEDESTRIAN PATH . �:; t ;'i + ' \ \ • �A 50' DEVELOPEMENT / ® f BUFFER • 7;;O°1C ' o ®� * a le .- - ..,. \A • • • • , s___ ....- / ° °� Ifr ( PROPERTY LINE Q X F- --17\ o d" a. a � � a ; ....a a 7 a a a a a a a a a a a a a a a a a a a a a `: • a. ®/ a ; �:."' . • iiia—rrc rr�r u rrrr�r r o* 1 , W CO Ci) PEDESTRIAN � • :)•.. 3.., / o � 0. i ,� P N ACCESS BRIDGE • / r • • / a a a a aIa a 1 a a oo a o a r a a a a ° � STORM WATER l: J N w \ ACCESSIBLE • ��I I I I U o '; }, �' ,, '. —TREATMENT 1,, p V _ w Z /... RAMP11P%s'A i.-' / \ • • i , ' a ' --FAC LITY �/ Z • I/ c,,, ,-.1• PEDES RIAN • • • • !�... ,� 915•E: Et • • , ACCESS BRIDGE _ _®� e.a .=�:.., :;,: ,. CS u5 -EN SPACE "'1.;` ;' ' co LLI �� o STORM WATER / 110 M ,,,,,,,,,,:,,,,,..,,,..,;:; .()) ; ' • ) p Q LL 1 ��,, ,. m PLANTER TYP. CLUSTER PEDESTRIAN J = p W t' ��' < • .--------<-- MAfLBOXES ACCESS BRIDGE M l I !� C� �..., Nu WALL !` �� I RETAfNING .� • _ • c" .f:' 7�rte` X SWIMMING t : - ..,. . . : . ;iii I 11 TITLE ., : POOL AR ,4z,,, ,:,., BB w LD -,.. x . ,, NOTE: SEE SITE DEVELOPMENT PACKAGE , t :, .;. tia r SEPARA _ .. FOR LANDSCAPE PLANS ;•x,... .a..: .: ,....; .. .- :.'. ; , x .. � : , �._. .,�� .�•..,� . . .� w # DATE DESCRIPTION N sa PERMIT _ :. :l. w _I , At . 28 3 _. - I ,2 ; ,- w, o� rw • ■ ■ ■ ■ Its G' ■ f \ - 4 �. I 1 ' . ___ �_ ,- ,■— - ,. tl ., • � � � � ..�r . a x �"�'" .' � .�``•x'-s $ ��•� �''a�y x x•r'x •s s'��•_ � s x � x ii' �: x � �•.� s � ,r x Y � s I \ � r Y� E .aY ,_......... '� a �.. xx rxaxrxxx � � � xr :rax ,r �� xx � a �. sxxxxxxzxsaY7[ Zx � a .�� _ . +��,.�` a -xx 3Y ��• xi � � •r``'r�.. „�.. �. , , 1 I III it rn \ I % 1 x � n • 0, -.,„, �- . " � • , n s i; li 151 -8 • - 11 • CP -arP MO ii ri � x ; 57 -0 i 230 -2 � 58 , • 1 i it \J- 7. ,-1-2 ,. .- j3 ao ak_ m �e�o — ('� a - 4 F� � aa 73 \\ A6,4iltt ' to a a a a a a a aao a a a a a a a a a a s o 0 o a a aa a a a s aJ o aoa p a s a a` 00oa a a a a a aoaj______I ` j-i- • , a f,:- - I REVISIONS----------------- w w •r�rr. • w i • • • • r • • • w • •mow • w �rr�• • �r r ilmomm • r r r . . • • • • • • 1101. ` • • • •� • • • • • • • w w www r w i • • i • • f1� • • w1R w • •rr■r•r • • rrrwrM • • • • • • r • • • • • • • • , .1 PEDESTRIAN PATH CONNECTION { LIDA PLANTER, TYP 24'ACCESS EASEMENT BLDG 3 TO INDUSTRIAL PARK Author Checker \ TRASH ENCLOSURE- PROPERTY LINE CLUBHOUSE FUTURE WALL STREET CITY OF TIGARD DRAWN BY CHECK BY SEE TRASH ENCLOSURE INDUSTRIAL PARK(BY OTHERS) Approved by PlannlnrPERMIT SET Date: li —L --(c5 DRAWING SET, TYP r STATUS . . \ Initials• � � 03.29.2018 I DATE \`I 17052 1 PROJECT NUMBER 0' 30' 60' 120' p-9,---, A3-O . 02 1 REFERENCE ©2018 OTAK,INC. If this drawing is not 24"x 36',it has been 13-0.0, SCALE: 1"=60'-0" reducedlenlarged. Scale accordingly. LIGHT-METAL PLATE-CONNECTED WOOD TRUSSES 1 v 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 .,.,-------r 72--"0--_ ---I A-- L 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. USE STRENGTH (PSIZ W/C RATIO SLUMP(IN) AIR (%) INTERIOR SLAB ON GRADE STRENGTH 0.55 SL 0-2 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): 2. REFER TO THE ARCHITECTURAL DOCUMENTS FOR ALL DIMENSIONS NOT SHOWN ON3DRAWINGS. 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 CONTRACT DOCUMENTS. ALL OTHER STRUCTURAL 3,000 0.55 2-4 4-6 3. MEMBERS SHALL NOT EXCEED THE FOLLOWING DEFLECTION CRITERIA: Portland, OR 97204 B. LIVE LOAD/CORRIDORS 20 PSF 2. LUMBER GRADE SHALL BE AS FOLLOWS: main 503.287.6825 CONC.NOT NOTED ROOF LIVE=L/360 ROOF DEAD=L/240 C. DEAD LOAD(TRUSS TOP CHORD) 11 PSF A. EXTERIOR WALL STUDS: DOUGLAS FIR-LARCH#2 U.N.O. ON DRAWINGS www.otak.com • D. DEAD LOAD(TRUSS BOT.CHORD) 9 PSF 3.THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS,AND LOW CALCIUM (CLASS F)FLY ASH MAY REPLACE CEMENT BY EQUAL MASS UP TO B. INTERIOR WALL STUDS: DOUGLAS FIR-LARCH#2 U.N.O. ON DRAWINGS FLOOR LIVE= U480 FLOOR DEAD=L/240 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 "�� re' ; 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 ��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 ) G 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 44., e 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. c` " 8' t 1% ;-- D. 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/ENGlNEER, ' iff ', ,•'' 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. ',�,, •Ir 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 Q G. ESA PRESSURE TREATED IN 6. CONNECT ALL TRUSSES TO SUPPORTING MEMBERS WITH ONE(1)SIMPSON H2.5A C. DEADVA LOAD STAIRS 20 PSF PRIOR TO ERECTION. 3/4" TREATED LUMBER SHALL BEARD THE A.W.P.A. (AMERICAN WOOD PRESERVERS BUREAU) ANCHOR AND TWO(2) 10d TOENAILS, UNLESS NOTED OTHERWISE. !EXPIRES: 12/31/ 11 C. (TRUSS TOP CHORD) 42 PSF 4.ALL EXPOSED CORNERS SHALL HAVE A CHAMFER, UNLESS NOTED OTHERWISE. ( 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 7. 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 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 - 1. -1Thlf-C-1:1-1_, 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. E. IMPORTANCE FACTOR 1_0 INSTALLED. PROVISIONS OF A.C.I. 318"BUILDING CODE REQUIREMENTS FOR REINFORCED MINIMUM NAIL SIZES ARE AS FOLLOWS: DBG PROPERTIES CONCRETE". 8D=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 31/2"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 _`�A ' '. D. RISK CATEGORY II 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 250Ibs 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 ►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 E m�it� y1� ;";' TYPE AND CHARACTER AS SHOWN FOR SIMILAR CONDITIONS, SUBJECT TO REVIEW BY 9. LAY OUT PLYWOOD TO ANY WIDTH LESS THAN 1'-0" EXCEPT AT PLYWOOD k THE PROJECT ARCHITECT AND ENGINEER. 9. CONTRACTOR SHALL SUBMIT FOR REVIEW DETAILS OF PROPOSED CONSTRUCTION 9. LAY WHERE MINIMUMODTO ELIMINATE N SHALL LE0", UNLESS 11 ALL EDGEST THE 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. BE TOP CHORD BEARING DENVER, COLORADO 80205 1 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 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. 1 u?O Z WHICH COULD JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDING. THE MANUFACTURER'S RECOMMENDATIONS. ASSOCIATION RECOMMENDATIONS. USE AS ERECTION PLANS OR SHOP DETAILS. in m '�u.p CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD OF ALL DISCOVERIES HE BUILDING 0 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 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 `o a LOADS SHOWN ARE SUCH DISCOVERIES. WOOD PRESERVERS BUREAU)QUALITY MARK. ESS'S NAME AND LOGO FROM ALL SHEETS. ULTIMATE UNLESS rt 12.ALL LIGHTWEIGHT CONCRETE SHALL HAVE A MAXIMUM UNIT WEIGHT OF 110 pcf. Q' NOTED III 12. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR CHARGE OF AND 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 En ' tY(-ice 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. "_' Li_ SEQUENCES, PROCEDURES, NOR SITE SAFETY. ONE(1)EDGE IS NOT HELD IN LINE BY SHEATHING,WALLBOARD, BRACING, ETC. CONCRETE REINFORCING STEEL 4. SHOP DRAWINGS SUBMITTED FOR REVIEW DO NOT CONSTITUTE"REQUEST FOR 6'-6"_ 1_6'-6" 1 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 1S 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 II AND DRAWINGS FORM OTHER DISCIPLINES.THE CONTRACTOR SHALL COORDINATE ALL 3. PLACE 2'-0"x 2'-O"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 1_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 E. RESPONSE MOD FACTOR(R) 6655 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 I- G. 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 CD 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 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 K. ANALYSIS PROCEDURE= EQUIVALENT LATERAL FORCE ANALYSIS SHALL PROVIDE CONNECTIONS AND FRAMING ARRANGEMENT TO AVOID LOADINGML. 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. LU 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. 2 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 Ce L[_ 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 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 <IC 114::( d. BLD 4= 188K IN WRITING OF THE DEVIATIONS OR SUBSTATIONS AT THE TIME OF THE SUBMISSION. TO WITHIN 1/2"OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEAR WALL CALCULATIONS. 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 f. BLD 5=21 181K "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 SPECIFICATIONS,17. WHERE DISCREPANCIESEMOREOCCURRINBETWEEN PLANS,EDETAILS,SHALL NOTES,AND 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 a 1 THE STRINGENT REQUIREMENTS GOVERN. DETAILS ON ACI 20.ALL FLOOR DECKING SHALL BE GLUED AND NAILED TO JOISTS. ALL FLOOR DECKING WITHOUT WRITTEN APPROVAL OF THE ENGINEER. � 7.ALL LOADS INDICATED ON THE PLANS ARE ALLOWABLE STRESS DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. DETAILS W 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 9. REINFORCEMENT BARS SHALL NOT BE TACK WELDED,WELDED, HEATED OR CUT, 10. POWDER ACTUATED FASTENERS SHALL NOT BE USED TO RESIST TENSION LOADS. SHOW, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ELSEWHERE ON THE �` PROJECT. UNLESS INDICATED ON THE CONTRACT DOCUMENTS OR APPROVED BY THE 21.ALL METAL HANGERS AND CONNECTORS SHALL BE MANUFACTURED BY SIMPSON POWDER ACTUATED FASTENERS SHALL NOT BE USED RESIST GRAVITY LOADS THAT Q W co STRUCTURAL ENGINEER OF RECORD. (OR APPROVED EQUAL)AND SHALL BE THE SIZE AND TYPE INDICATED ON THE INCLUDE BRICK/CMU VENEER. O 18.ALL FEATURES OF CONSTRUCTION NOT FULLY SHOWN BE OF THE SAME TYPE AND ARCHITECT AND ENGINEER.AR CONDITIONS, SUBJECT TO REVIEW BY THE 10. START FIRST REBAR 3"IN FROM THE EDGE,WHERE SLAB REBAR IS CALLED OUT AS DRAWINGS. �„' N N PROJECT CHARACTERASSHOWN FOR "ON CENTER(O.C.)"SPACING. 22.ALL FASTENERS(NAILS,SCREWS,ANCHOR BOLTS, ETC.) IN CONTACT WITH lall _ a J PRESSURE TREATED OR FRT LUMBER SHALL BE CORROSION RESISTANT IN 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 U., _ O IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 23.ALL CONNECTORS USED WITH PRESSURE TREATED MATERIAL OR EXPOSED TO W U) W W 20. THE GENERAL CONTRACTOR SHALL DETERMINE FROM THE LOCAL BUILDING WEATHER SHALL BE STAINLESS STEEL OR HAVE A SIMPSON Z-MAX/HDG COATING OR ABBR DESCRIPTION ABBR DESCRIPTION Z OFFICIAL WHEN THE PERMIT IS OBTAINED WEATHER ANY LETTERS OF CONSTRUCTION EQUAL. ABV ABOVE LOC LOCATE/LOCATION = CD Q ILI 0 COMPLIANCE WILL BE REQUESTED FORM THE STRUCTURAL ENGINEER, IF SO, THE ALT ALTERNATE/ALTERNATING LVL LAMINATED VENEER LUMBER ti W 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 0 ARCH ARCHITECT/ARCHITECTURAL LW LONG WAY 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 E Fb Ft Fc,perp Fc,parll Fv WITH ASTM B 633, HOT-DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A 153,A.I.S.I. LSL(<9.5") 1,300ksi 1,700psi 1,075psi 6$Opsi 1,400psi 400psi BLKG BLOCKING MANUF MANUFACTURER TITLE 304 STAINLESS STEEL)AND CONFORM WITH FS-S-325, GROUP II,TYPE 4, CLASS 1. LSL(9.5"+) 1,550ksi 2,325psi 1,070psi 800psi 2,050psi 310psi BOS BOTTOM OF STEEL MAX MAXIMUM LVL 1,900ksi 2,600psi 1,555psi 750psi 2,510psi 285psi BOT BOTTOM MIN MINIMUM # DATE DESCRIPTION FOUNDATIONS: 2.ADHESIVE ANCHORS SHALL BE I.C.C.-APPROVED AND SHALL CONSIST OF ALL-THREAD PSL 2,000ksi 2,900psi 2,025psi 750ps1 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 CU CONCRETE UNDERLAYMENT REINFORCING MINIMUM EXTERIOR FOOTING DEPTH= l'-6" 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/ RAG PHM IASIM SIMILAR ACTIVE PRESSURE(RESTRAINED):60 PCF PRESSURE TREATED MATERIAL SHALL BE GALVANIZED IN ACCORDANCE W/ASTM A153, PINCH DIAPHRAGM DRAWING(S)HSTP 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. S EMBD EMBEDMENT T TOP SB,JD TD 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. 03.2 .2018 FS FAR SIDE TOF TOP OF FOOTING 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 OTHERWISE CURED. W WIDE/WIDTH WWF WELDED WIRE FABRIC Sap 1 Q 2018 OTAK,INC. If this drawing is not 24"x 36",it has been reduced/enlarged.Scale accordingly. SPECIAL INSPECTIONS PROGRAM-APARTMENTS - ESTABLISHED PER THE SPECIFIED BUILDING CODE AND LOCAL AMENDMENTS ( = sN. FOUNDATION PLAN NOTES - CLUBHOUSE _ • i - -- - ! .. -14111,„I 1. SEE SHEET S0.01 AND S0.02 FOR GENERAL NOTES ___---------- "-,-- 2:1 L-2. SEE SHEET 58.51 FOR TYPICAL FOUNDATION DETAILS NOT „. „„_...--.. .. SHOWN ON PLAN 3. ALL DETAILS ARE TYPICAL FOR SIMILAR CONDITIONS Otak Architects, Inc. - \ 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS 3.1 3.2 @.3, (,--:.'C' • WITH ARCHITECTURAL PLANS PRIOR TO START OF 808 SW Third Avenue, Suite 300 CONSTRUCTION Portland, OR 97204 / 5. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS main 503.287.6825 62' 0" NOT NOTED ON PLANS www.otak.com - B.- 6. REFER TO LANDSCAPE AND ARCHITECTURAL PLANS FOR _-_-_- 26 -0" 18'-8" 17 -4" LOCATIONS OF ALL EXTERIOR LANDSCAPING, PLANTERS, - * I- ji--rm' '. -4c 31-1 DIVIDING WALLS AND WALLS AROUND BALCONIES 9 Ob c • k1- „fit I 7. REFER TO CIVIL DRAWINGS FOR ALL FINAL GRADE c4 xx 0 I N ELEVATIONS Mk 0 ID (I) 1 1 0 03 CL D c..) 8. VERIFY ALL BOTTOM OF FOOTING ELEVATIONS PROVIDE A MINIMUM1'-6"FROST DEPT. 9. MAINTAIN ALL EXTERIOR GRADE A MINIMUM OF 8"BELOW Qc 8. ' 110111r. 1- r 0 1 1 1 - 1 r - .4 .66 mislay I S8.51 I - - - - . HD U: . `L,' - .1 d z TOP OF CONCRETE AT WOOD FRAMED AREAS i,t; ' 0 71 - zli =71E.F8)r - i HD II ! HD . , . 0 - i 4111 10. FOOTINGS SHALL BE CENTERED UNDER WALLS OR _ ,_ - -___ _ _ _ _41 ] r-az- , . . -- - - -- - -j _. 1--- -"" 1 '• ' _1 COLUMNS, UNO I - , ----!-- -1-"' - - --r- -h- -- I. - -1 1- = -III 9,- -1 A < 1- 11. PROVIDE SLAB CONTROL JOINTS AT 10'-0"0.C. MAXIMUM I EXPIRES: 2/31fIC I _ i / I , .., I L A I L ____ ___. _L J 1 ) 43 EACH DIRECTION. SEE 5/S8.51 ____--/ S8.51 12. COORDINATE LOCATIONS OF WALL THICKNESS TRANSITIONS 3-29-2018 Alik 1 ', HD - - r----- 1---- r HD HD VP I WITH ARCHITECTURAL DRAWINGS. STAMP 8. 1 : HD Mai 1 , S8 ,, .51 ---4-, isk 1 I I n '• 1 , 1 1 1111-r1 'S8.5 I I ), !f ( 11 COORDINATE WITH MECH. , )-I 0 HD AND ARCH DRAWINGS DBG PROPERTIES ! I 'I, S8.51 i FOUNDATION PLAN SYMBOLS LEGEND LLC 0 '1-1' I HD ---1 r W -"---- ---1 I ! HD - i 1 i L F8 „ ' I ' I I I I L _ i--11 _el I ‘,..._ _ _I 1 3.B r A ,--k -.4-±-----_- _-. - t li 4-----= --- --- - ---"-. --= itik., -!,:- 1-i r- -1 -II :. F8 , 1 ' i - --- 1 L J , POOL BY OTHERS 0 INDICATES THICKENED SLAB/FOOTING/PIER, PER t - : AM a 1( 1 i 3D 11 1 i HD Enayat No' W 1 1 I It 1 1:4 4110i . INDICATES COLUMN PER COLUMN SCHEDULE. secmineemzhneider, S8.51 l'i Smith ir 1 V SLAB-ON-GRADE W/#3 @ I I I I I 1 I 16"E.W. PREPARE SUBGRADE INDICATES HOLD DOWN LOCATION PER SHEAR WALL F8 III III I , ZNI PER THE SOILS REPORT II ! I HD PLANS AND ELEVATIONS. 3141 WALNUT STREET, STE.203A I TOS= 1001-0" DENVER, COLORADO 80205 I , 1-- HD I I F8 I lni:_i 720.904.1234 www.essdenver.com o . . 1 6"TALL CONC.CURB 11 I I I !i I . , POSTS LOCATED WITHIN THE LSTOREFRONT MULLIONS SHALL BE , _, CONSULTANT N , . -.4 ' IP.. II ATTACHED TO THE CONC. CURB WITH H ' 1- 1 12 HD I I 1111 l',1.,, i iit, 7 CPT66Z POST BASE AT 6x6 POSTS AND I _I__ I 0 I I I I S8.51 CPT88Z POST BASE AT 8x8 POSTS. ORIENT - -1 S8.510 r - - - -1 CORNER BARS, SEE I OD_f . I I II-,I, KNIFEPLATEPAp.RALLEL TO WALL F6 I ,_I I F8 I I -I I k 5/S8.51 j il, r - DIRECTION,TYP. b -I ,111 - - A - 1 -- -I 4 ----4 11 ,--1 --- -.1.14n_ w 71-- , 6"CONC. STEM WALL b D T 1 //' 1 'r 1: ...4 I • .0 0 9 F6 z L T... cs H 8.51 0 d 1 I 1 ' z J_ r , HD - HD 12 .71.1 _ ___.,' I I-- L 1 I- - ! co7 ---,I- f I- -4- ! -I r - 1 4111 _ 1 '0 - - _ - 72-4 - - I I . ii 1 1-0-1 h 7 , t L _ J 3D I' F4 1 i F8 Y i I L _.... J.._, _I L _ 1 J [ ---- - I I 11 IF8 1,- 6" CONC. CURB. i: I TALL L HD , I . , I is) I 0 CO r. -L I ; I D 11 \ - ( r -1 Film \3 E - - 1 _I ,, Z CO \. 11 / - - - - - LLI (.9 - POSTS LOCATED WITHIN THE 1STOREFRONT MULLIONS SHALL BE M Z cn r-- All H (-. -, ATTACHED TO THE CONC. CURB WITH in . - , 0 I CPT66Z POST BASE AT 6x6 POSTS AND Fin" S8.51 ,I S8.51 ,..- , t CPT88Z POST BASE AT 8x8 POSTS.ORIENT KNIFE PLATE PARALLEL TO WALL Ce M I ' HD HD - r DIRECTION,TYP. r - --1 1 1 < CO - 1 0 Jin I \. L F80 9 iscc C) Z < S8.51 CO CC .......1 Cl_ in wce ) z CLUBHOUSE FOOTING SCHEDULE 1...1 CC1 N N- SYM SIZE I REINF. COMMENTS L1.1 z a) II-- Fl 3'-0"x3'-0"x0'-10" I(4)#4 EACH WAY mum D cc F2 3'-6"x3'-6"x0I-10" 1(4)#4 EACH WAY IL.. = 0 0 F3 4'-6"x 4'-6"x 1'-0" (5)#5 EACH WAY,BOT. F4 6'-0"x 6'-O"x V-6" (6)#6 EACH WAY Lill u) cKc5 z FOUNDATION PLAN - BUILDING 3 F5 7'-0"x 7'-0"x 2'-0" (7)#7 EACH WAY = CD < M 1 F6 7'-6"x 7'-6"x 2'.-0" (7)#7 EACH WAY CD 0 0 53-2.01 1/8" = 1'-o" F7 7'-0"x 4'-0"x 2'-0" (7)#7 SHORT, (4)#7 LONGN- 111- N. P 1,1-, F8 11-6"xl 0"xCONT. (3)#4 CONT. TITLE # DATE DESCRIPTION REVISIONS JD TDS DRAWN BY CHECK BY PERMIT SET STATUS 03.29.2018 DATE 17154 PROJECT NUMBER _ S3-2 . O1 ©2018 OTAK,INC. If this drawing is not 24"x 36',it has been reduced/enlarged. Scale accordingly. ROOF FRAMING PLAN NOTES - CLUBHOUSE ler A 1. ROOF FRAMING TO BE PRE-MANUFACTURED TRUSSES @ 24" OC.TYP, UNO. _ 2. DESIGN ALL ROOF TRUSSES FOR THE LOADS INDICATED ON SHEETSC0.01. Otak Architects, Inc. �^ + 3. REFER TO MECHANICAL DRAWINGS FOR MECHANICAL 3.1 3.2 3.3 3.4 EQUIPMENT FASTENED TO BOTTOM OF TRUSSES OR 808 SW Third Avenue,Suite 300 SUPPORTED ON TOP OF ROOF. Portland, OR 97204 8"WALL 6"WALL 4. INTERIOR BEAMS ARE FLUSH WITH FLOOR FRAMING UNO ON main 503.287.6825 - Mit roa. PLAN AS'DROPPED'. www.otak.com 5. SMALLER BEAMS TO BE SUPPORTED OFF LARGER BEAMS. TRUSS BLOCKING BETWEEN TYP, UNO. ` s i` ; I TRUSSESORS DESIGNFOR DRAG 1 I 55 PLF 10 I I 6. HEADERS TO BE LOCATED ABOVE OPENINGS BELOW TOP ;c1,9 PROf[.f 4 PLATES OF WALL UNO. SEE SHEET 1/S8,61. �5 o I N Nx �F l,, S8.61 7. SEE GENERAL NOTES FOR SIZE OF HEADERS NOT INDICATED fa TRUSS BLOCKING BETWEEN ON PLAN. Cac 8. PI.�,� C S8.61 TRUSSES DESIGN FOR DRAG 8. A MINIMUM OF(2)2X STUDS SHALL BE USED BENEATH EACH ® LOW TRUSS LOAD OF 125 PLF I GT GIRDER/BEAM/HEADER SHOWN ON PLANS,TYP. r P/4.00$ ��•" T-11 r-i --- --_ H6 - 9. FRAMING PLANS INDICATE SPACES, BEARING WALLS,AND 3�� - �� - 1 2x10 OUTRIGGERS 24 0 C. �� , I -� SHOWN WITH HEAVY LINES ARE BENEATH GIRDERS/BEAMS PARTITIONS BELOW LEVEL REFERENCED BY PLAN.COLUMNS Ity it) G. elo' 1I13HI I 1 ti. I H6 CD I rI\ / SHOWN ON PLAN, UNO.DASHED LINES INDICATED WALLS t SI_ NOTE: ABOVE. I EXPIRES: 1'2/31/ ill c = G3 W�j'. {W2 C4 �' ADVANCED FRAMING TECHNIQUES ARE 10. SEE SHEET SCO 01 FOR GENERAL NOTES. T REQ'D FOR THIS BUILDING. CORNERS& 3-29-2018 2 _ I INTERSECTING WALLS SHALL BE 11. SEE SHEET S8.61 FOR TYPICAL FRAMING DETAILS NOT STAMP S8.62 r` .� 9 ;,1 FRAMED PER 13/S8.61 SHOWN ON PLAN. __ _ = S8.61 _ S8.61 -� �W2 12. ALL DETAILS ARE TYPICAL FOR SIMILAR CONDITIONS.W3 I 'TYP 13. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS t ( /- 1 i 6 WITH ARCHITECTURAL PLANS PRIOR TO START OF 1 I1-(1N3) (W3'- I © CONSTRUCTION. DBGPROPERTIES S8.61 S8.61 ,I 14. SEE ARCHITECTURAL DWGS FOR ALL DIMENSIONS, ROOF 58.61 C1 1 � C4 0_-j SLOPES, HEEL HEIGHTS, OVERHANDS,AND ELEVATIONS NOT LLC NOTED ON STRUCTURAL DWGS. I i \W1) T / C1 - SIM , 15. SHEATHINGSEE SHEAR WALL PLANS FOR AND OTHER SHEAR REQUIREMENTS.S OF YWOOD S8.62 c �o N NOTE: 16. PROVIDE ROOF TRUSS OVER ALL SHEAR WALLS PARALLEL ��j,�' =_ 08.62- W m-s Enayat 8 I a d C1 El 1 ROOF SHEATHING SHALL BE TO THE TRUSS OR PROVIDE TRUSS BLOCKING OVER SHEAR Schneider a j �� '' PLYWOOD. SEE ROOF WALLS PERPENDICULAR TO TRUSS. DESIGN TRUSS OR Smith (�� % 58.61 II FRAMING PLAN NOTES,SHEET BLOCKING OVER SHEAR WALLS FOR 155 plf DRAG FORCE. L. i S0.01 AND ARCH FRAWINGS. 17. ROOF SHEATHING SHALL BE 15/32"PLYWOOD W/32/16 SPAN (2)PLY TRUSS I A I (2)PLY TRUSS � ; RATING&UNBLOCKED EDGES. NAIL W/8d @ 6"O.C. EDGES, DENVER, COLORADO 8 205 3141 WALNUT STREET, STE.203A tsLOCKING WITH I -� 8 �� , BLOCKING WITH ,'I 12"O.C. FIELD 720.904.1234 www.essdenver.com z I i (2)A35 CLIPS TO I GT - (2)A35 CLIPS TO l , 0 5 - DROPPED BEAM I 58.6 DROPPED BEAM ? 11 _ �� S8.61 J CONSULTANT (2) PLY DRAG TRUSS DESIGN"" .- ' 12 J FOR DRAG LOAD OF 165 PLF. cu _r.' \ - HUC410 CONCEALED C1 ¢ 1 _ (W3) FLANGE HANGER II .K S8.61 I - _ ALIGN GIRDER TRUSS to 1 3/4"x 81/4"(1.9E)LVL E- .� WITH POST AT SYMBOL LEGEND: FRAMING PLAN CLUBHOUSE I •UTRIGGERS @ 24"O.C. I i� I� i 1- STOREFRONT 13.0 - - ' ' 7 _ - j - ... -f\_, -,,, - -.jrk,,�,� - - - - - - Bx INDICATES BEAM PER BEAM SCHEDULE. Mk L.\ H4 Hx INDICATES HEADER PER HEADER SCHEDULE. �, .;8.62 1 CMST12 STRAP ON TOP OF C2 - V �___. i S S8.62 ilt � SHEATHING, FULL LENGTH OF 4 CW1 ~ TYP �� GT INDICATES GIRDER TRUSS DESIGNED BY THE TRUSS BLD.ATTACH WITH(37) 10d S8.62 I ¢ MANUFACTURER. NAILS EACH END AND 10d = , I GTI '! ® HUC48 CONCEALED NAILS @ 6"IN THE FIELD. I I FLANGE HANGER co ® INDICATES COLUMN PER COLUMN SCHEDULE. TRUSS BLOCKING BENEATH I _ HUC410 CONCEALED STRAP SHALL BE A MIN. OF 3" � i �� FLANGE HANGER WIDE !W3 C2 ( �' ` _" HUC614 CONCEALED (Wx) INDICATES WALL STUD FRAME PER WALL SCHEDULE. 58.61 '� FLANGE HANGER - - - - -- - Y////////////%I INDICATES BEARING WALLS, TYP. SEE SCHEDULE. 3.D ,- IN-' I I i, ittk CMST12 STRAP TOP OF N DRAG TRUSS DESIGN FOR 3 TYP 1! ® I� .-- w SHEATHING FULOL LENG THOF DRAG LOAD OF 110 PLF. 58.6111 / m a BLD.ATTACH WITH(41) 10d 1 0 NAILS EACH END AND 10d �� ! \ ! � i p NAILS @ 12"IN THE FIELD. CO - BLOCKING/TRUSS BLOCKING- - .- - (Y') _' 40 BENEATH STRAP SHALL BE A 58.62 �� _ 2 , I MINIMUM OF 3"WIDE. Z C0 _ \ I I 1URI I .G�". _ I S8.62 I y 7 I=1 I �I - HUC614 CONCEALED M ( FLANGE HANGER 1 1 1 1 1 1 1 li\ L 1 « 2x10 OUTRIG ERS©24"O.C. • CG ` ®@. - 1 sig ,/,,. 1-- ' .514 moi,,,. 0 114E 1 ca_ - �( GT . C IGT 10 C3 1114( J 58.61 1/4"CAP PL(TYP.) 0 PRE-ENGINEERED ROOF DESIGN PERIMETER GT (9 TRUSS @ 24"O.C. AS STRUCTURAL FASCIA ICI w M Z MEMBER, TYP Y N Lv z 0) sumo D it ILL, = 0 LL d LL (-1 \ ROOF FRAMING PLAN - BUILDING 3 Ili (0ce 0 Q �s3-2.o2� 1/8" = 1'-0" c)a) 0 �� I- 12: 17- of TITLE # DATE DESCRIPTION CLUBHOUSE BEAM SCHEDULE CLUBHOUSE COLUMN SCHEDULE CLUBHOUSE HEADER SCHEDULE CLUBHOUSE WALL SCHEDULE-WOOD STUD SYM I SIZE I POST I COMMENTS I SYM SIZE 1 COMMENTS SYM I SIZE TRIMMER KING COMMENTS MARK DESCRIPTION 1 1ST FLOOR REMARKS B1 15 1/8"x22 1/2"GLULAM + 'DROPPED I Cl 6x6 POST k CCQ CAP H1 1(3)1 3/4x7 1/4 LVL(1.9E) (2)2x8 (2)2x8 W1 EXTERIOR LOAD BEARING STUD WALL 2x8 DF#2 @ 24" 1B2 1H SS6X6X1/4 1 I DROPPED I C2 (8x8 POST 1CCQ CAP I H2 1(3)1 3/4"x11 1/4"(1.9E)LVL (2)2x8 I(2)2x8 O.C. C3 2x STUDS I SEE 4/S8.61 I H3 1(2)1 3/4"x7 1/4" (1.9E) LVL (1)2x6 I(1)2x6 W2 EXTERIOR LOAD BEARING STUD WALL 2x6 DF#2 @ 24" C4 6"STD. PIPE I I H4 (3)1 3/4"x14"(1.9E) LVL (2)2x8 I(2)2x8 O.C. H6 (2)2x8 DF#2 (1)2x6 I(1)2x6 W3 INTERIOR LOAD BEARING 6"STUD WALL 2x6 DF#2 @ 16" H7 (3)2x8 DF#2 (2)2x8 I(2)2x8 O.C. W4 INTERIOR LOAD BEARING 6"STUD WALL 13x6 DF#2 REVISIONS JD TDS DRAWN BY CHECK BY PERMIT SET STATUS 03.29.2018 DATE 17154 PROJECT NUMBER S3-2102 0 2 02018 OTAK,INC. If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. • SHEARWALL PLAN NOTES Otak 1. SHEATHING MATERIAL SHALL BE AS NOTED IN THE SHEAR WALL SCHEDULE. 2. ALL FRAMING AND BLOCKING SHALL BE A MINIMUM 2X MATERIAL U.N.O., BLOCKING IF SPECIFIED, SHALL BE PLACED I FLAT BETWEEN WALL STUDS, CENTERED AT PANEL JOINTS. Otak Architects,IectS, Inc. i- 1 �' 3.3 . � � 808 SW Third Avenue, Suite 300 Portland, OR 97204 3. NAIL PENETRATION INTO WOOD FRAMING MEMBERS SHALL BE 1 518" FOR 10d NAILS AND 1-112" FOR 8d NAILS. NAIL HEADS S3-4.011 SHALL BE FLUSH WITH THE SURFACE OF SHEATHING. main 503.287.6825 4. NAIL DIAMETERS SHALL BE 0.148" FOR 10d NAILS AND 0.131" www.otaic.com FOR 8d NAILS W/YIELD STRENGTHS OF Fy=90 KSI (10d)AND 1 Fy=100 KSI (8d). I I I - - j 5 PROVIDE ANCHOR BOLT WI TWOPROVIDE A MINIMUM OF IAN 12"OFROM L ETS ACH END OFPERE Ire. q N� -- - PLATE. r #. ee . • I 6. WHERE 10d NAILS ARE SPACED AT 3 OR LESS ON CENTER 8 f . Py AND PENETRATE INTO FRAMING MORE THAN 1-5/8", NAILS A...ii„. ARE TO BE STAGGERED AND FRAMING SHALL BE A MINIMUM • • I OF 3x OR 2-2x ' r �, rs�'' 7. WHERE THE SHEATHING IS REQUIRED ON BOTH SIDES OF 4 THE WALL, STAGGER THE PANEL JOINTS ON THE WALL -481 G. et*. 3.A STUDS. 8. PROVIDE A MINIMUM OF (2)2x POSTS AT ENDS OF ALL SHEAR !EXPIRES: 14/31/ i9 WALLS INDICATED FASTEN SHEATHING TO POSTS USING THE - - _ PANEL EDGE NAILING INDICATED. EDGE NAILS SHALL BE 3-29 2018 11 [ '.._,),c;ii___ LOCATED AT LEAST 3/8" FROM EDGE OF PANEL STAMP 9 WHERE INDICATED ON PLANS PROVIDE STRAPS OR HOLD - DOWNS AT ENDS OF WALLS PER DETAILS S8.71 ¢�\� ...__Irril\-- O T_ — 10. SHEAR WALLS SHALL RUN CONTINUOUS THROUGH BREAKS _� i � 1 CAUSED BY INTERSECTING WALLS, L _I 11. UNLESS NOTED OTHERWISE, THE SHEAR WALL DESIGNATION DBG PROPERTIES APPLIES TO FULL EXTENT OF WALL BETWEEN CORNER OF LLC THE WALL. 12. NAIL SPACING APPLIES TO ALL STUDS, TOP AND BOTTOM 3.B - - - --J----7 - - - - - � PLATES AND BLOCKING. r r — 13. MINIMUM SHEATHING DIMENSION SHALL BE 24"ATEnaat ��A.� BOUNDARIES AND CHANGES IN FRAMING. lIf 14. ALL PRODUCTS AND MATERIALS USED BY THE CONTRACTOR Schneider ~ i SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE Smith y`� MANUFACTURER'S INSTRUCTION. Engineering, '-*L -- 15. PLACE SHEATHING ON SAME SIDE OF WALL AS ELEVATION 3141 WALNUT STREET, STE. 203A SYMBOL. DENVER, COLORADO 80205 J t 16. PROVIDE SHEAR WALL SHEATHING AND TYPE 1 NAILING FOR 720.904.1234 vrww.essdenver.com ALL EXTERIOR WALLS UNLESS NOTED OTHERWISE. m; . ----• 17. PROVIDE ONE 114"x3"x3" MINIMUM GALVANIZED PLATE CONSULTANT I WASHER(CONFORMING TO THE 2012 NATIONAL DESIGN WHERE SPECIFICATIONSHEATHSPECIALINGOCCURS DESIGNON PROVISIONS BOTHSIDESOF FOR WWINDALL, AND SEISMIC) UNDER ALL SHEAR WALL ANCHOR BOLTS. PLATE WASHER SHALL EXTEND TO WITHIN 112" OF THE EDGE OF THE 71 BOTTOM PLATE ON THE SIDE WITH SHEAR WALL SHEATHING. 3.0 - - b __ - = . - - _ STAGGE=R PLATE WASHERS. 0 11 S3-4.01 4 e 3 S3-4.01 5 I SYMBOL LEGEND: SHEARWALL PLAN INDICATES SHEAR WALL. ., W — - —, , O - - 1 - - 3. INDICATES SHEAR WALL TYPE AND ELEVATION 1 ® .-., NUMBER AT INTERIOR SHEAR WALLS. SEE SHEAR . , WALL ELEVATION SHEET. CO 3.E I - - - _ Z COW I I M Z Imm. 121 Ce J Q— I. I , — O — --- — — — — m < ❑ z 2 CO tl J 0- S3-4.011 0 W co J YN W z° Q ct LL ammo = 0 o Ct i 1 SHEARWALL PLAN - BUILDING 3 = Q < LLJ • � 0 S3-3.01 / 1/8" = 1'-0" ti TITLE SHEAR WALL CALLOUT, SEE _$ ROOF -- SHEAR WALL CALLOUT, SEE ROOF SCHEDULE. TYP SCHEDULE, TYP # DATE DESCRIPTION V 3 , - HDU14, TYP HDU14, TYP._S /--- 1st FLOOR _S 1st FLOOR i I? A� SHEAR WALL ELEVATION TYPE A ( B� SHEAR WALL ELEVATION TYPE A / CLUBHOUSE SHEAR WALL SCHEDULE REVISIONS MARK NAIL SPACING RIM OR BLKG. CONNECTION TO SILL PLATE BLOCKING @ REMARKS SHEATHING DESCRIPTION NAIL SIZE DBL- TOP PLATE OF SHEAR WALL ATTACHMENT ALL PANEL ROOF - SHEAR WALL CALLOUT, SEE EDGES JD TDS SHEAR WALL CALLOUT, SEE � SCHEDULE, TYP EDGES FIELD SIMPSON A35 TOE NAILS 1ST FLOOR 10 - ----- SCHEDULE, TYP r\ ROOF - _ 1 DRAWN BY CHECK 8Y 7116" PLYWOOD 8d 4" 24" 48" 10d @ 6" O.C. 112" DIA. @ 42" O.C. YES y - - 2 PERMIT SET 7116" PLYWOOD 8d 3" 18" 32" 10d @ 6" O.C. 112" DIA. @ 30" O.C. YES STATUS 3 7/16" PLYWOOD (EACH SIDE) 8d 3" 9" 24" 10d @ 6" O.C. 112" DIA. @ 15" O.C. YES (2) 2x REQ'D @ VERT © © SEAMS 03.29.2018 - HTT4, TYP. / HDU11, TYP. NOTE: ALL SHEAR WALLS SHALL BE SHEATHED AND NAILED PER TYPE - SHEAR WALL IN SCHEDULE ABOVE. DATE ,_s1st FLOOR E I 1st FLOOR E _.$ 17154 PROD PROJECT NUMBER SHEAR WALL ELEVATION TYPE A (j j SHEAR WALL ELEVATION TYPE A C _� S3-3 . 01 ©2018 OTAK, INC. if this drawing is not 24"x 36", it has been reduced/enlarged. Scale accordingly. SHEARWALL PLAN NOTES 3.4 ' 3.3 .2 3.1 � = _� 1. SHEATHING MATERIAL SHALL BE AS NOTED IN THE SHEAR WALL SCHEDULE. 2. ALL FRAMING AND BLOCKING SHALL BEA MINIMUM 2X MATERIAL U.N.O., BLOCKING IF SPECIFIED, SHALL BE PLACED •"'' .,---"," •N+ I FLAT BETWEEN WALL STUDS,CENTERED AT PANEL JOINTS. Otak Architects, Inc. I I 1 3. NAIL PENETRATION INTO WOOD FRAMING MEMBERS SHALL 808 SW Third Avenue, Suite 300 BE 1-5/8"FOR 10d NAILS AND 1-1/2"FOR 8d NAILS. NAIL HEADS SHEAR WALL CALLOUT, SEE SHALL BE FLUSH WITH THE SURFACE OF SHEATHING. Portland, OR 97204 SCHEDULE,TYP 4. NAIL DIAMETERS SHALL BE 0.148"FOR 10d NAILS AND 0.131" main 503.287.6825 FOR 8d NAILS W/YIELD STRENGTHS OF Fy=90 KSI (10d)AND www.otak.com - - - - - ( - - - - - -I- --- I _ ROOF j1 Fy=100 KSI(8d). s 5. PROVIDE A MINIMUM OF TWO ANCHOR BOLTS PER PLATE. iD PROF. ` , PROVIDE ANCHOR BOLT WITHIN 12"FROM EAGH END OF ��G. N .S�f�; • i PLATE. 4. ,�, 1 E �► Building 3 - R1- i 6. WHERE 10d NAILS ARE SPACED AT 3"OR LESS ON CENTER 8. _ i' /f " AND PENETRATE INTO FRAMING MORE THAN 1-5/8", NAILS '�-m. Framing - T / - - - ARE TO BE STAGGERED AND FRAMING SHALL BE A MINIMUM OF 3x OR 2-2x r i AO ,, 7. WHERE THE SHEATHING IS REQUIRED ON BOTH SIDES OF , _ THE WALL, STAGGER THE PANEL JOINTS ON THE WALL /0 G. evo" �,y STUDS. HDU11 'T' � 8. PROVIDE A MINIMUM OF(2)2x POSTS AT ENDS OF ALL SHEAR , . A 1'; WALLS INDICATED FASTEN SHEATHING TO POSTS USING THE �� 12/31/ PANEL EDGE NAILING INDICATED. EDGE NAILS - - LOCATED AT LEAST 3/8FROM EDGE OF PANEL SHALL BE 3-29-2018 .11 , , 4 .. �,- (' Foundation STAMP 9. WHERE INDICATED ON PLANS PROVIDE STRAPS OR HOLD -- _ -___-I ----.__._.-' I DOWNS AT ENDS OF WALLS PER DETAILS S8.71 10. SHEAR WALLS SHALL RUN CONTINUOUS THROUGH BREAKS - CAUSED BY INTERSECTING WALLS. AS S HDU11 11. UNLESS NOTED OTHERWISE,THE SHEAR WALL DESIGNATION p B G PROPERTIES APPLIES TO FULL EXTENT OF WALL BETWEEN CORNER OF 1 NORTH - BUILDING 3 TYP THE WALL. LLC S3-4.01 1/8" = 1'-0" 12. NAIL SPACING APPLIES TO ALL STUDS,TOP AND BOTTOM , ` PLATES AND BLOCKING. - 13. MINIMUM SHEATHING DIMENSION SHALL BE 24"AT =--.-..- =:�ti� BOUNDARIES AND CHANGES IN FRAMING. .� 3.2 @_.r 3.4Enayat14. ALL PRODUCTS AND MATERIALS USED BY THE CONTRACTOR Schneider ". >>; SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE Smith >�S�I1 MANUFACTURER'S INSTRUCTION. "'°'i"g 15. PLACE SHEATHING ON SAME SIDE OF WALL AS ELEVATION 3141 WALNUT STREET, STE. 203A I I SHEAR WALL CALLOUT, SEE I SYMBOL. DENVER,COLORADO 80205 SCHEDULE,TYP 16. PROVIDE SHEAR WALL SHEATHING AND TYPE 1 NAILING FOR 720.904.1234 www.essdenver.com I ALL EXTERIOR WALLS UNLESS NOTED OTHERWISE. PROVIDE ONE 1/4"x3"x3"MINIMUM GALVANIZED PLATE CONSULTANT 17. ROOF WASHER(CONFORMING TO THE 2012 NATIONAL DESIGN SPECIFICATION SPECIAL DESIGN PROVISIONS FOR WIND AND I SEISMIC)UNDER ALL SHEAR WALL ANCHOR BOLTS. PLATE WASHER SHALL EXTEND TO WITHIN 1/2"OF THE EDGE OF THE ' I BOTTOM PLATE ON THE SIDE WITH SHEAR WALL SHEATHING. WHERE SHEATHING OCCURS ON BOTH SIDES OF WALL it ? , ' ' STAGGER PLATE WASHERS. ; ': ;' 'I 1/',: ; :: ; 1 ,' : : : ! ,/.'. :' ' ' :: ' :'; ' ' . ; : „! '; ' ': ; :; :! i '1.' j ;[ ;. ,!LI:.,i[I 1rL.--1-L-Li'i , S8.71/ Ir -- Y ,r-- 1 I _- -', TYP S8.71 SYMBOL LEGEND: SHEARWALL PLAN HTT4 OR , STHDI4RJ, WI '--_ - __-- - r ==i INDICATES SHEAR WALL. TYP _ _ T _ 110 J ' 1 I I y ' , Foundation I, i q INDICATES SHEAR WALL TYPE AND ELEVATION r L`- - - - - , \ NUMBER AT INTERIOR SHEAR WALLS. SEE SHEAR _ _ -` WALL ELEVATION SHEET. M SOUTH - BUILDING 3 („9 CO Z 53- .01 1/8" = 1'-0" CO ...,.. M - 3.F 3.E .D GO 3.B .A\ W M mco1 1 I I Cie Z 1 1 I act O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ROOF 1- I ,SHEAR WALL CALLOUT, SEE � < C) V.,, .'�.. �I/ 1111]1„it _ ,12,a , / _,.y .YJ ,L \ It SCHEDULE,TYP Et W I i CI Lu cio C\1 Ce UJ CK W 0) I- 'II' I = Foundation Q c W I ^� 0 _ L--y----- - - - - _ 9 TYP TITLE HTT4 OR ,..----,.. S8.7158.71 3 EAST - BUILDING 3 STHDI4RJ,TM5 P # DATE DESCRIPTION S3-4.01 1/8" = 1'-Q" 58.7 i T 3.A 3.B 3.0 3.D 3.E 3.F 1 1 1 SHEAR WALL CALLOUT, SEE I SCHEDULE,TYP I I I CLUBHOUSE SHEAR WALL SCHEDULE REVISIONS / / / / MARK NAIL SPACING RIM OR BLKG. CONNECTION TO SILL PLATE BLOCKING @ REMARKS /; ! ; : ; / ; ! ; ; ! ; ; :, ,! L, 7 v, L; 1 , ., :r i , 1 , , !r !u t' DBL.TOP PLATE OF SHEAR WALL ATTACHMENT ALL PANEL { , ; SHEATHING DESCRIPTION NAIL SIZE i I S i � I Eim � 1 i - EDGES FIELD SIMPSON A35 TOE NAILS 1ST FLOOR JD EDGES 7/16 PLYWOOD 8d1/ O.C. YES DRAWN BY CHECK BY TD 4 24" 48 10d @ 6 O C 2 DIA.@ 42 [ PERMIT SET - - - 7116"PL 8d 3" 18" 32" 10 @ 6"O C I/2"DIA 30"O j ; ,- - - ---�� - -- - '; � YWOOO d . @ .C. YES O xRE T ' --;% 3 2 2 Q'D @ VER STATUS 7/16"PLYWOOD(EACH SIDE) • • 8d 3 9 24 10d @ 6 O.C. 1/2 DIA. @ 15 O.C. YES SEAMS 1 l� III • - - -- - • , 03.29.2018 I i NOTE:ALL SHEAR WALLS SHALL BE SHEATHED AND NAILED PER TYPE V SHEAR WALL IN SCHEDULE ABOVE. ;.] / .I�riMI !I;' -E - DATE ., i•- s Foundation- 17154 7`-'' I - `�' PROJECT NUMBER i HTT4 OR 5 9 STHD14 J, S8.71 58.71 s 3.4 • 0 1 TYP TYP 02018 OTAK,INC. 4 WEST- BUILDING 3 S3,-4.01 1/8" = l'-O" if this drawing is not 24"x 36';it has been reduced/enlarged. Scale accordingly. I 4-or i MAILBOX BEAM SCHEDULE _ / SYM I SIZE I MBI IFISS6X4X1/4 I I POST I COMMENTS _;.---_-- - '..;.Z" . -,..../j Otak Architects, Inc. - '--- 808 SW Third Avenue, Suite 300 7 S7-2.01 MAILBOX JOIST SCHEDULE Portland, OR 97204 0 i / SYM SIZE I COMMENTS/' / --, ii.6, MJ1 2x12 DF#2 I main 503.287.6825 1.., 7otak.com . 411,,,.-- 619 PROig 141 427 ' 1W 449-NiN_ 10 N e 41.14'., 20'-0" c.. Ns' 4c. giA 18"DIA.x 3'--0"PIER W/(6)# 5 VERTICAL AND#3 TIES @ 8 , , 04 4i / .4.' -,,,<9 .4 2.- 44., '1/4 8. S7-2.01 0 12"O.C. v. DOUBLE JOIS IIP / , . SUR/L210 HANGER, TYPICAL / r —1 14 ,., A ° G. EN41- / 40P. < , > I— —I 0 5"SLAB WI#3 @ 16" O.C. EACH WAY j ' o . 11111P . c), .' c - i Allk < ' 5"SLAB-ON-GRADE W/#3 @ < b . !EXPIRES: 12/31/ ICI 3-29-2018 OrV , / > I 16"E.W. PREPARE b . '41111444 N. I z' , S7-2.01 ••••,. _-- > I SUBGRADE PER THE SOILS I I STAMP 4 0 ) /,// > REPORT 10 1 —' 4"STD PIPE,TYP. -f _— : - DBG PROPERTIES S7-2.01 LLC 41114 v° ' 0,, 411114 t' ;V'./ ! . _ di; DOUBLE JOIST '`•,,. a , .- ,,/ -- .4i4 '-- 1,,, '---- Ur I Enayat --. / Schneider _Al" ,:: 1 -3-- TRASH ENCLOSURE FOUNDATION PLAN Zn'riith. yl , - LUS210 HANGER,TYP , • .., _2:oy 1/8" = 1-0" 3141 WALNUT STREET, STE. 203A DENVER,COLORADO 80205 720.904.1234 www.essdenver.com CONSULTANT NN (1.- MAILBOX FOUNDATION PLAN 2 MAILBOX FRAMING PLAN 1/8" = I-0" S7-2.01 1/8" = 1-0" --;'\r-- 1/2"EXP. JOINT --/-----4.-- GUARDRAIL BY OTHERS SITE PAVING, SEE CIVIL 6". 2'-6"VERIFY W/LANDSCAPING 6". 1 -4----• -.... ,---.--0-• NOTE:GALVANIZE OR ---Nr-- A , . - V. NOTE: • 1 _ - ' OTHERWISE PROTECT 7"- Or : -.:- --. -1-_ -* :::: MIN. MASONRY COMPRESSIVE I ALL EXPOSED STEEL. ' 1 > \> \\„/' STRENGTH=2,000psi SOLID GROUTED 8"CMU ...imosim MIN. MORTAR COMPRESSIVE ,1 WI#4 @ 24"O.C.VERTICAL ><- .-: ,‹ 4 .- -... d \,,/ STRENGTH= 1,900psi @ 28 DAYS > ! * BOND BEAM T&B OF iiiivii PIPE COLUMN, SEE PLAN K - X....____/' I MINI. GROUT COMP. STRENGTH = s I 3,000psi @ 28 DAYS > ; #5 @ 8''O.C. > > SLOPE TO DRAIN A / X' * \7.77- / , TYP. BOND BEAM W/(2)#5 T&B 2"CLR. EXTERIOR PAVING, SEE ARCH - /V\/---- / .-C., \/\\ • \ 14 > > > ' I 1/2"EXPANSION MATERIAL •X 1 K" 2 > 2 SLAB, SEE PLAN N; - ;\ ' - - , X 4 ' .)C. , - •." '`) .- \ f? Zo ,- " M .•4 I \ rs v. ._..._ 4 IL. \--/ \,'" -\•/ - ' .\\\. \•\;,_,, , __,/ \/ 1/2"DIA.x16"STAINLESS STEEL t;Lei odd ...,/\ \ /....-‘r•Lr \ ji ALL-THREAD W/3"EPDXY EMBED \ - / i 8"CMU GROUTED SOLID 1/2"EXPANSION MATERIAL / BOND BEAM W/(2)#5 Cn < / ,, , IN CMU (SIMPSON AT-XP),TYP. EA END , EA. SIDE > 4 (fm=2000 psi) > #5 SLAB W/#3 @ 16"0.C. > Az- CONTINUOUS @ I 7 EA.WAY 10 eLFn. \-----7 _.2.1\,. > / . • = 4 2 x <-'---- ,. I 1" --4,' ,/ b / x / • : ,,. , Z __ I , \ CAST IN PLACE 4"CONC. SPLASH 'I IE I > r z a Z Um' - -- •, •2 io / x , PAD W/6x6-W2.1xW2.1 VVINF, SEE A k''1, -- 4' - -' '.**°' ';' ''` 1- ' -i&''.- k\/:!? N/ 41 ' --, CIVIL FOR SIZE&LOCATION \ '-- . 7 '<\ \''' III :f" '- ."i 'y -:, -4), '''H44',. .-r ',,\c•i, \ x \'' . ,. k, s / 1 ' -•- ' -. - -, /- ; -" //,(\\ A/ & , z 1 'll' - - 1 .: - 6 : 1/2"DIA.x 3"HAS @ 12" ' / \ . al 5 -1 , , > x / 6"CMU GROUTED SOLID #5 DOWEL x el) A , _ .. . Is"' Cl) a. !,_ - -- I I :4•_, , 0.C., STAGGERED, EA. , . \ > \ W/#4 @ 32"0.C., TYP. 2 @ 8"O.C. 1.10 t.ci) - A 1 • ' -' ' .-- e ' uu . _ ... . FACE OF COLUMN / — x / 8" Mil #4©2'-0"O.C. ;- b , ., . - - 4 (3)#4 CONTINUOUS Ce ui . . • :1 --:_,: K . ' , , co . - • - a - ' . ., • ' . 1 .' '- . 1/4"CAP PL • 6" 'II: ' - 6" N ;-- < -1 - -'• -..-. I I ' 4 . -. .411---110. . K ° . _.,•r . .. _ 1 .• . . 1 C .10 / <IC I— I - I ', Ar. Awah. ` - Y Y - -, - c9 - -. _ -- #4 DOWEL TO MATCH WALL CL. LL1 , . REINFORCEMENT W/STD. 0 SEE PLAN FOR . • . _ ‘a- , , - • A . - , • b . . . . . . . ., . HOOK ALTERNATE HOOK < U_I y • - '-':' '5' '' ' .. ' - - to • ;, • - i . . . , . • . 2'-6" DIRECTION Ct REINFORCING • - ,-- .-ic :-._ i Cl) Ct - .., -• . , . . _ .. : ' , '' '- -• - • ' ' . . . _. -A- 0.A - ' - . 0L Ce) SEE PLAN #4 @24"O.C. 4"HOOK,TYP. L'I 4'-0" (5)#4 CONT. W 0., N r-- (5)#4 CONT. W Z (7) M ( 4/ MAILBOX FOUNDATAION (5/ LIDIA PLANTER (6 \ SITE RETAINING WALL ( 7 TRASH ENCLOSURE DETAIL Um = 0 1.1.1 CO w Ct U1 ..i -2.01 1" = I-0" :.,.7-2.01 1" = 1'-0" s.7 :cy3/4" = 1-0" S7-2.01 1" = 1-0" E5 = ° < 0) 0 I-- NOTE: TITLE FRAMING ABOVE NOT HSS BEAM BEYOND, SEE PLAN SHOWN FOR CLARITY # DATE DESCRIPTION ROOF SHEATHING, SEE PLAN 7... / MITER WELD TYP. , A35 @ 24"O.C. _ _ 7_— CORNERS 1/4 > TYPICAL ROOF EDGE NAILING, SEE PLAN A / 4 A HSS BEAM, SEE PLAN 10d NAILS , .411 ( L4x4x1/4 @ 4'-6"O.C. MAX. SLAB REINF, SEE PLAN LL REVISIONS \\ 1 --- -"---- -).' 1 I FOR WOOD SCREEN ° 1/4 --4/V--- CONNECTION ANGLE BEAM, 1,....1* SEE PLAN EXTERIOR PAVING, SEE CIVIL Author Checker ..----- --"----- • • SECTION A-A SLOPE, SEE ARCH. z DRAWN BY CHECK BY 2x BLOCKING BAN c. LLid PERMIT SET H2.5A BOTH SIDES co STATUS OF EA. JOIST E ARCW-IF ) A 10d TOENAIL CAP PL1/2"x5"x5" ___Lt\ri_... WOOD SIDING, ©6"O.C. HSS BEAM, SEE ARCH. V'. 114/ V // '// // ' . -;,. *--:-- -' ' - \\/\" — f Co DATE PIPE COLUMN, \ 17154 [ 3x PLATE W/0.157"DIA. SEE PLAN PL3/8"x4 1/2"x4 1/2" 40 Nz\ PROJECT NUMBER // STAGGERED (2)#4 CONTINUOUS ATTACHMENT ,\ / \\'‘' /\' S 7.2 . 0 1 SEE PLAN SECTION B-B (8 DETAIL , 9 MAILBOX COLUMN/ BEAM CONNECTION (-10-- EDGE OF TURNDOWN SLAB ©2018 OTAK,INC. S7-2.01 1" = 1-0" 7-2.o1 1" = 1-0" 7-2.O'y 1" = 1-0" If this drawing is not 24"x 36",it has been reduced/enlarged.Scale accordingly. — VERTICAL REINF, LS TYP. Qtak - NOTES OR TIES 1.TABULATED VALUES ARE BASED ON GRADE 60 REINFORCING BARS AND NORMAL WEIGHT CONCRETE, LENGTHS ARE IN INCHES. - ` - -' A TENSION DEVELOPMENT AND LAP SPLICE LENGTH FOR UNCOATED BARS . d �►r a - • - '' 61 "" • �-- ° •- .�.. L rgths(In.)per Concrete Strength(psi) 2, CASES 1 AND 2,WHICH DEPEND ON THE TYPE OF STRUCTURAL ' .=,.., - - a, . " ° ° Otak Architects, Inc ELEMENT, CONCRETE COVER,AND THE CENTER-TO-CENTER SPACING v = a. <'" a • • •' -- _ 3000 psi 4000 psi 5000 psi °; :� " a ° =". : :: '' „ ° -. ° =< • '- . a TopBars Other Bars TopBars Other Bars TopBars Other Bars OF THE BARS,ARE DEFINED AS: �" ( a" ,a . • „ . 808 SW Third Avenue,Suite 300 Bar Lap �+' € :4:-..--'-i— I %. .. Size Class Case 1 Case 2 Case 1 Case 2 Case 1 Case 2 Case 1 Case 2 Case 1 Case 2 Case 1 Case 2 r., u7Portland, OR 97204 BEAMS OR COLUMNS: "4' :; .:; ° ' main 503.287.6825 - #3 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 - _ 4 DOWELS TO MATCH SIZE DOWELS TO MATCH SIZE ° . www.otak.com B 28 42 22 32 24 36 19 28 22 33 17 25 IF STIRRUPS OR TIES ARE PROVIDED THROUGHOUT LENGTH OF € i 1 -• AND SPACING OF HORIZ. a _ -,' AND SPACING OF HORIZ. F FACE OF WALL/COLUMN A 29 43 22 33 25 37 19 29 22 33 17 26 SPLICE NOT LESS THAN THE CODE MINIMUM SPACING, OR COVER AT v - V '- , REINF., SEE SCHED. ,a` �' REINF., SEE SCHED. - ' • - B 37 56 29 43 32 48 25 37 29 43 22 33 LEAST 1.0db AND C-C SPACING AT LEAST 2.0db!F STIRRUPS OR TIES o ll� db= DIAMETER OF BAR FOR LAP SPLICE a• -. . -:. FOR LAP SPLICE _ � OR GRADE BEAM �� A 36 54 28 41 31 47 24 36 28 42 22 32 ARE NOT PROVIDED. i - ' !d -' • '� #5 CASE 2: COVER LESS THAN 1,0db OR C-C SPACING LESS THAN 2,0db VERTICAL REINF, ' ° � t N ''� B 47 70 36 54 40 60 31 47 36 54 28 42 ° . °; _ VERTICAL REINF. 1/2"BACKER ROD&CAULK A 43 64 33 50 37 56 29 43 33 50 26 38 o f- - T ` ' t' 8. '� 4db OR TIES °-. - OR TIES _ 'a. 10 #6 3, USE CLASS A WHERE 50/o OR LESS OF THE BARS ARE SPLICED No. 3 THROUGH No. 8 ..... B 56 84 43 64 48 72 37 56 43 65 33 50 WITHIN THE GIVEN SPLICE LENGTH, USE CLASS"B”WHERE OVER 50% 4db 5db ' "•4 -' • '° ° #7 A 63 94 48 72 54 81 42 63 49 73 37 56 OF THE BARS ARE SPLICED AT ONE LOCATION, 2 1/2"MIN, - 6db -'-No,9, No, 10 AND No, 11 _ ,d` _ ,°4 •- a. MIN, (2)VERT. "` = j, .,, a er BARS AT END `d ' B 81 122 63 94 70 106 54 81 63 94 49 73 No. 14 AND No. 18 � - _ ,• #8 A 72 107 55 82 62 93 48 71 55 83 43 64 BARS.4. I318 THEES NOT ALLOW TENSION LAP SPLICES OF#1 1 TABULATEDVALUES FOR THOSE BAR SIZES AREA HE - '#18 * �;Q . a 9,y/0 G. e,N1� B 93 139 72 107 80 121 62 93 72 108 55 831 - CONCRETE SLAB(SEE TENSION DEVELOPMENT LENGTHS. •' '4 • PLAN FOR SIZE& EXPIRES: 12/311 #9 A 81 121 62 93 70 105 54 81 63 94 48 72 p °. = ' *`. _ REINF.) lei B 105 157 81 121 91 136 70 105 81 122 63 94 5.TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12"OF � _ a __ ; - 1/2"EXPANSION #10 A 91 136 70 105 79 118 61 91 70 105 54 81 CONCRETE CAST BELOW THE BARS. a • •: .- ii • ° '' i < JOINT MATERIAL 3-29-2018 B 118 177 91 136 102 153 79 118 91 137 70 105 PLAN VIEW STAMP • #11 A 101 151 78 116 87 131 67 101 78 117 60 90 6. FOR LIGHTWEIGHT AGGREGATE CONCRETE, MULTIPLY THE D=FINISHED INSIDE 2'-0" B 131 196 101 151 113 170 87 131 101 152 78 117 TABULATED VALUES BY 1.3. 1rj BEND DIAMETER #4 HAIRPIN x I ..n #14 N/A 125 187 96 144 108 1 157 83 125 97 145 75 112 Y D=6db FOR#3 THRU#8 SPACED TO -,---, '1 " 124 186 139 209 107 161 125 187 96 144 7• LD-CASE 1, CLASS A, OTHER BAR D=8db FOR#9,#10&#11 MATCH WALL #18 N/A 161 241 f 1 LS-CASE 1, CLASS B, OTHER BAR D= 10d FOR#14&#18 REINF. DBG PROPERTIES -� \ LLC r 1 BAR LAP SCHEDULE 2 1 BAR BENDING DETAIL 3� TYPICAL WALL OR GRADE BEAM INTERSECTION (---4-. ` EXPANSION JOINT DETAIL s8.51 NOT TO SCALE \S8 51' NOT TO SCALE 58,51 NOT TO SCALE S851NOT TO SCALE ►�►�� ; Enayat ►-" Schneider a.' .- Smith r l Engineering, Inc. 3141 WALNUT STREET, STE.203A INTERIOR STUD WALL, DENVER, COLORADO 80205 SEE PLAN 720.904.1234 www.essdenver.com oC Z 1/4"MIN. , NOTE: ANCHOR BOLTS, PER CONSULTANT O0- SAWCUT SHEARWALL SHEATHING THIS DETAIL IS TYPICAL FOR ALL RE- AS REQ'D, SEE PLAN P.T.2x ENTRANT CORNERS CAST IN PLACE STORE FRONT, 1 C _ CONCRETE SLABS, BEAMS, DECKING SEE ARCH. TOPPING AND WALLS.THIS DETAIL ALSO (3)#4 CONT #4 Z-BARS @ 18"O.C- APPLIES AT ALL RE-ENTRANT CORNERS AT #4 TOP, BOT ALTERNATE TOP&BOT, HOOK F ° '' / . CONSTRUCTION JOINTS, AND AT 12" T < -, `. ° • #5x4'4"E.A. FACE #4 @ 18"ALTERNATE SAW CUT CONTRUCTION SITE PAVING, SEE CIVIL HOOKS SAW CUT CONTRUCTION JOIST, SEE 5/S8.51 JOIST, SEE 5/S8.51 CONCRETE SLAB, SEE PLAN ("T'=SLAB THICKNESS) CONC. SLAB-ON-GRADE, CONC. SLAB-ON-GRADE, FOR SIZE&REINFORCEMENT #5 CONT. EACH SIDE OF SEE PLAN SEE PLAN CORNER E.A. FACE , -.� , \ SAWED CONTROL JOINT (CJ1 '.,ia. e- , - a°_ 4- . _ • i a b °. ; _ CONCRETE SLAB, SEE PLAN , , , /1,/ I - `_ :°: d - M '4 cnd. /\112`fd SMOOTH BAR x 2-0` / i° ' j\� FOR SIZE&REINFORCEMENT W/ONE END GREASED �° ` EZ Z //Xi '' --� - :, \ \ =` tt 3 CLR - z A - T3 CLR an 4° a �/�/� Qz ,: as \• A. - .da-' / \c.) 3'-0"TYPICAL -a] \� /; :�'- ' \ v a ' 4 ' • . A\ :2,- -.- ° °,4--'.:,1;,. -1'.. `,//N r. iii co y /7,......„.z.„4.4 , ,,, 14., ui • , — - - , m 1.1.1 REINF., SEE PLAN 1,_6„ REINF., SEE PLAN 18"TYP- i Z 0 - -( SEE PLAN W = at SEE PLAN J .. CONSTRUCTION ( J1 / /' 0 pry PLAN VIEW �` ' Q J 5 SLAB-ON-GRADE JOINTS 6 TYPICAL RE-ENTRANT CORNER REINFORCEMENT 7 CLUBHOUSE FOUNDATION DETAIL r 8 DETAIL AT INTERIOR WALL I< ro S8.51 NOT TO SCALE 8.5_1_,/ NOT TO SCALE S8.51 1" = 1-0" 58.51 1" = 1 -0 W co0 C) Lii YN z J NN- p CL COLUMN AND = 0 Q ( 1 FOOTING C Z EXTERIOR STUD WALL, ARCHITECTURALLY INTERIOR STUD WALL, LU co SEE PLAN EXPOSED STRUCTURAL SHEARWALL SHEATHING SEE PLAN DSEE PLAN MATCH WALL Q Q n EXTERIOR SHEATHING, WRAP COLUMN WITH 15# �/-r- SEE SHEAR WALL PLAN ANCHOR BOLTS, PER FELT STEEL COLUMN, SEE PLAN AS REQ' , PLAN „ , „ • SHEAR WALL 2x4 FLAT BLKG AT #4 @24"DRILL AND ANCHOR \ ti I-- O THICKNESS (1)#4 CONT.TOP&BOT. LI- PL 1/2 x 14 x 1 -2 W/4-3/4 I WITH SIMPSON AT-XP(4" P.T.2x DIA. HEADED ANCHOR ( 3/16 SHEATHING PANEL JOINTS MIN EMBED) P.T.2x CHAMFER CORNER, TYP RODS(7"EMBED.) EXTERIOR SLAB, SEE CIVIL 2x TREATED PL II WATERSTOP,SEE ARCH AND SPECS. CONTROL JOINT AROUNT ANCHOR BOLTPER PLAN TITLEla #4 TOP, BOT.AND @ 12" ANCHOR BOLTS EXTERIOR COLUMS, SEE PER PLAN , #4 Z-BARS @ 18"O,C, # DATE DESCRIPTION #4 @ 18"ALTERNATE HOOKS CIVIL DRAWINGS SNEAK WALL (3)#4 CONT, • ALTERNATE TOP&BOT. HOOK EDGE NAILING NON-SHRINK GROUT 1/2"EXP JOINT SAW CUT CONTRUCTION 1/2"EXP. JOINT, TYP. EXTERIOR CONC SLAB, SEE PLAN SAW CUT CONTRUCTION JOIST, SEE 5/S8.51 x :t - = °-1 GRADE JOIST, SEE 5/S8.51 U "a FOR REINF&ELEVATION ,�,� SAW CUT CONTRUCTION - °, ' z CONC. SLAB-ON-GRADE, Lu JOIST,SEE 5/S8.51 d P �: a !° 4 Q.. ' = a ._ _ . . -Z- SEE PLAN SITE PAVING, SEE CIVIL \I ° _, '_ e / d 1 .. °; CONC. SLAB-ON-GRADE, ; - a. °- '. ° <• - as SEE [ SEE PLAN g 3;,CLR'" " ° ° ,e . .,a d"' CO =` <a . 4 = - 4 tC3a ar�i a TPLAN y : :a - '" ;. °. a a .'•' y°' ,° ;4n ° ., � „.. :;, a ' ° `- , -;. ° •,, .. #4T&B AND AT co C•1 >\j\`, ay ° • 4- a a-a°. /\///\ \ - REVISIONS . ;° _ .. '1 t ` a. ,:.' 12 0.C. M 3"CLR��, . , \ z 7 2 4 I.7 4,4',..'...,..i1.?.f...44.- :44!.,44 4!•(;4).,'.. \\/ , _ i `„ dc O O V r y cs - , „- ' REINF, SEE PLAN `�� >'• - ' -d.-•',/;a U u� �"CLR �, A.'- _ , • \\/\ ( m SEE PLAN ' 4----� ,.1- to .\,\/ .; \ � ;4-,-. .. -•' -•�.. ,/\\� a. N ;a . ,.. T ' -°- �, . . - r Author Checker //.\/ -a. - "• - - ' `/\ M W o #4 AT 18"O.C, gn j } DRAWN BY CHECK BY I % SEE PLAN FOR REINF, ALT. HOOKS -►—�- REINF,, SEE PLAN PERMIT SET / 1 y N I I t SEE PLAN STATUS REINF., SEE PLAN t 2" 10" 2" 6"' a. -- SEE PLAN a- 03.29.2018 --0- 1 .. DATE SEE PLAN 1'-2" a- -K 'a. 17154 PROJECT NUMBER (9( CLUBHOUSE FOUNDATION DETAIL /10- DETAIL 11 DETAIL 12 DETAIL ss.51 1" = 1-0" �s.5 J 1" = 1-0" S8.51 1" = 1 -0" !8.51 1" = 1i-0" S8 . 51 0 2018 OTAK,INC. If this drawing is not 24"x 36",it has been reduced/enlarged.Scale accordingly. ..-t-J- 1- 2---__ 7. - - SQUASH BLKG.ABOVE ? k LAM WITH: i ' 11/0,1 HEADER TO MATCH TRIMMERS -- ATTACH PLYS W/10d AT BUILT UP COLUMNN. 4 OR MORE 2X4 AND 2x6: 1/2"0 THRU - ROOF JOIST/FLOOR 12"O.C. STAGGERED , OR POST, SEE BOLT AT 8"O.C. (ALT. SIMP SDW22). . K JOISTS NOT SHOWN PLAN _ _ FOR CLARITY 2x PLATE,SEE NOTE: 3-2X6:TWO ROWS OF 30d COMMON WIRE L. et FOR LAP PROVIDE 10d NAILS -- TWO ROWS OF 10d NAILS AT 8"0.C.APPLY ONE ROW TO E.A. alli ATTACH HEADER AT 12"O.C.AT NON- NAILS 01 NAILS EACH TRUSS BOT. CHORD SIMP DTC AT 2x WALL STUDS, - , FACE(ALT. SIMP SDW22). Otak Architects, Inc. w It PLYS PER IBC SPLICE LOCATIONS, ROW ON EACH SIDE OF 2'-0"O.C. MAX SEE PLAN / (2) 16d ( 808 SW Third Avenue, Suite 300 FASTENING SCHED. TYP., U.N.O. TOP PLATE JOINT. 2-2X6:TWO ROWS OF 10d COMMON WIRE Portland, OR 97204 2 0 i- ---1-- I ( > OVERLAP TOP PLATES AT ALL CORNERS& SIMP A35 EA. SIDE OF POST- NAILS AT 6"O.C. main 503.287.6825 - 0-iii . = INTERSECTIONS www.otak.com 1;30 ; i, 0 cr I < 4'-O"JOINT STAGGER • • TOP AND BOT 3-2X4: ONE ROW OF 30d COMMON WIRE i I I , , I -- I i 1 -..., 4'-O"JOINT STAGGER 0.--4 7-- V.. • • NAILS AT 8"0.C.STAGGERED,APPLY(1) ... $ * 4, WU1 -- \ / (3) 10d MIN -awl- ROW TO EA. FACE(ALT. SIMP SDW22). It.,0 PROv= re>N<I1 * u) . . 4 ___... ATTACH MULTI-PLY TREATED if———, 1:0 co STUDS PER IBC I> , PLATE TYP. 2-2X4: ONE ROW OF 10d COMMON WIRE ••,. . GIN i 6, 4:::0, c., s. 0. FASTENING SCHED. Wif i / 11111 ir 111 --<11 , \ NAILS AT 6"O.C. STAGGERED. Qic 8' W 0 + ---- -- <1 I I WOOD STUD .I EXviraRIL:14:Es-n2y:1:1141:::: . .i + * * • PARTITION WALL 1 MIN(3) 10d AT EACH PLY TOP BOTTOM 71 \ i =E l — OF HEADER PLATE PLATE - (NON-BEARING) > -_,I ....5 HEADER,SEE PLAN L___ JOINT JOINT 1--- KING STUD., SEE PLAN FOR - • 0 ct /1 — __I QUANTITY.TYP. 43 G. ex411' DOUBLE UP TRIMMER ..1C,\,.....L._ _./\.71...„,_ (2) 16d INTO STUDS AT JAMBS OF WOOD STUD WALL, SEE ALT: INSTALL BOTTOM OF OPENING LARGER THAN SCHED. CS16x24 CENTERED EA. STUD ., ..,:, 3-29-2018 61-0"AT BEARING WALLS ON JOINT •-. - U.N.O. ON PLAN. STAMP NUMBER OF TRIMMER&KING STUDS CONC. BASE - CALLED OUT IN HEADER SCHED. r1 TYPICAL HEADER DETAIL ) 2 TOP PLATE JOINT DETAIL ROOF EDGE NAILING (-3 TYP. NON-BEARING WALL AT PERP. TRUSS (-71-- TYPICAL BUILT-UP COLUMN/POST - ---7LLC:- 1- - DBG PROPERTIES ,,s8.61 NOT TO SCALE 8.6_1) NOT TO SCALE S8.61 1" = I-0" s_.__6 NOT TO SCALE BLOCKING BETWEEN TRUSS A35 @ 2'-0"UNO IN SHEAR BLOCKING BETWEEN OUTRIGGERS ROOF EDGE NAILING ROOF SHEATHING, SEE PLAN ROOF EDGE NAILING PRE-ENGINEERED WOOD SCHEDULE ROOF SHEATHING,SEE PLAN ROOF TRUSS TOP EXTENSION 12 ROOF EDGE NAILING OUTRIGGER,SEE PLAN 12 10d TOENAIL @ 6" 0.177"PAF AT 6"O.C. SEE ARCH I (4) 10d TOENAIL FROM TRUSS ROOF EDGE NAILING Schneider I SEE ARCH ROOF SHEATHING, ----,a=r--- -- TO TOP PLATE _ -,-----,-=,-: -,,-- ,.„..._, A35 @ 21-0"UNO IN SHEAR SEE PLAN -...----..,-.,,,- 2x FASCIA W/(3) 10d / T(40) 1TO0dpTpOLAENTAEIL OUTRIGGER Inc.Engineering, 2x FASCIA W/(3) 10d SCHEDULE SEE ARCH __,..0.,-,--- ---------- -----,--gft..„,,,„... ,„ _. 3141 WALN STREET, STE. 203A -•ic 'I \ u.T. I L II __....„,„__:„.„, ..._ ...„....„.;),„„,..„,,,,,,,, ROOF EDGE NAILING ---\ u , ...„1 , 1 ././.....,...„...i.,. .- ' DENVER,COLORADO 80205 720.904.1234 www.essdenver.com ----•_,.... „:„„...„,,,,.... X 2x FASCIA W/(3) 10d ----44'z' CONSULTANT BLOCKING BETWEEN r•-• .. <, e e 4 Z4 ;. • TRUSSES -.6_. 1 , .., . . . , ....0,, e _ ...., i 10d TOENAIL @ 6"O.C. - JB210A TOP FLANGE HANGER I SHIM PLATE , . EL=SEE ARCH 1 OUTRIGGERS, SEE PLAN I SHEAR SCHEDULE (2)2x TOP PLATE \., (4) 10D TOENAILS P.T.2x PLATE.ATTACH TO I I -----1 1 11111 10d TOENAIL @ 6"0.C. H2.5A, EACH OUTRIGGER - X HEADER,SEE PLAN N4111111111 STEEL BEAM WITH 0.15T' 11 ROOF TRUSS BY OTHERS -"'" Iii HEADER, SEE PLAN H3 EACH TRUSS STOREFRONT, SEE ARCH H2.5A EACH TRUSS LLJ HSS BEAM, SEE PLAN EXTERIOR SHEATHING, SEE INSULATION, SEE ARCH SHEAR WALL PLANS (r) ROOF TRUSS BY OTHERS 10d TOENAIL @ 6"O.C. (2)2x TOP PLATE H2.5A EACH TRUSS SHEAR WALL EDGE NAILING 0 EXTERIOR SHEATHING, SEE 2x EXTERIOR STUDS, (4) 10d TOENAIL SHEAR WALL PLANS SEE SCHED. INSULATION, SEE ARCH '''' --/V-- M 5 DETAIL AT EAVE AT HIGH END r 6 DETAIL AT EAVE r 7) DETAIL AT RAKE S8.61 1" = 1-0" _.8.61,! 1" = 11-0" 8.61 1" = 11-0" ROOF SHEATHING, SEE PLAN DIAPHRAGM STRAP, BLOCKING BETWEEN OUTRIGGERS ROOF EDGE NAILING - ROOF EDGE NAILING SEE PLAN ROOF EDGE NAILING N I.... TRUSS BLOCKING ROOF SHEATHING, SEE PLAN N BLOCKING BETWEEN TRUSSES Z C/) (2)PLY TRUSS BETWEEN TRUSSES ROOF EDGE NAILING A35 @ 21-0"O.C. U.N.O.IN SHEAR ..._1 BLOCKING BETWEEN A35 @ 2'-0"O.C. 12 10d TOENAIL @ 6"O.C. SCHEDULE 1.1J A35 @ 21-0"O.C. TRUSSES U.N.O.IN SHEAR OUTRIGGER, SEE PLAN 10d TOENAIL @ 6'0.C. U.N.O.IN SHEAR SCHEDULE I SEE ARCH ROOF EDGE NAILING M SCHEDULE ROOF ROOF SHEATHING, PRE-ENGINEERED ROOF _....Xiii - (4)T1 OR1=16=LATE ------ ROOF SHEATHING, '--====z-m,,„..„, ,,_,,...._„____ SEE PLAN 2x FASCIA W/(3) 10d \ I. TRUSS TOP CHORD limn OW SEE PLAN -we-A%-,"="--'25--- -2.4 ----•,,.7=::.-..._.__,_„,_ _ EXTENSION Ce --'''"4-:----- - --------.„. 12 Jr-MAil _.....mis.... I --\ - ! - T/STEEL 1_ - CL 1 \-- --"Pl e < 0 ; _....., _....., _............ _ . 1 _ ti : ...„,_. \ H2.5A, EACH OUTRIGGER \ \--- JB21 OA TOP FLANGE HANGER AT 2x10 (4) 1 TO A L H3, EACH USS '--- ,- — _ C3 LT1-cf) L.L. OUTRIGGERS, SEE PLAN %, OUTRIGGERS P 2 PLA ATTA H i 0.157"PAF AT 6"0.C. ---- : _ • 1 — 5 H2.5A EACH TRUSS ....1 ' CN N r•-- 0 --"•11•11."--41 '.804- , (2)2x TOP PLATE HEADER SEE PLAN GIRDER TRUSS, loll Z C" immum p ce Et _ _ _ SEE PLAN TERIOR SHEATHING, SEE AS REQ'D, SEE PLAN SEE PLAN.ALIGN H2.5A EACH TRUSS ROOF TRUSS BY H2.5A EACH TRUSS SHIM PLATE AS REQ'D ROOF TRUSS BY OTHERS SHEAR WALL PLANS (2)2x TOP PLATE LTP5 @ 2.-0"(TOP PLATE TO HEADER)WHEN HEADER IS LOCAED DIRECTLY BELOW ° .° W/POST INSULATION,SEE ARCH 1.11 u) ct M 0 < a) 0 0 0 .....1 SHIM PLATE AS REQ'D OTHERS 10d TOENAIL @ 6"O.C.0.C. EXTERIOR WALL, SEE PLAN TOP PLATE. TYP, UNO POST, F—' rr " r--- ii. 10d TOENAIL @6"O.C. - (2)2x TOP PLATE HEADER, SEE PLAN DROPPED BEAM, INTERIOR STUD WALL, TITLE 8 DETAIL AT GLULAM DROPPED BEAM SEE PLAN 9 SECTION AT INTERIOR LOAD BEARING WALL SEE PLAN (- PACK OUT CAP AS REQ'D 10- SECTION AT ROOF 11 SECTION AT GIRDER TRUSS AND POST !,8.61 1" = 1-0" S8.61 1" = 1-0" 8.61 1" = 1-0" 8.61 1" = 1-0" # DATE DESCRIPTION TRUSS BLOCKING STRAP, SEE PLAN Ts H.TsEA.so dxwR,_w__„.,AETBiTLRNs›:_s-.-.:H_-pEA.,,,--Ti--..vcHNii-Ni. :..-_--w-4.-4,-. ROOF EDGE NAILING ROOF SHEATHING, SEE PLAN IF EITHER SITUATION HAS A HOLDOWN, 1\ . .1‘ SEE DETAIL 1/S8.61 FOR FRAMING SHEAR WALL FIELD NAILING, SEE PLAN WALL STUDS, CENTERED AT PERPENDICULAR WALL TERxTUESNSsTi0ONP CHORD ROOF SHEATHING, SEE ( — 1 — PLAN REVISIONS \ OUTRIGGERS, SEE PLAN --- ' --- - WALL STUDS, SEE PLAN 1111 END STUD AT ---- ---.--'----... „..."................ ... PERPENDICULAR WALL JMD MLB (2)A35 CLIPS FROM TRUSS ,,,,,, ,,„ _ DRAWN BY CHECK BY 16d @ 4"O.C. , BLOCKING TO DROPPED (2) PLY TRUSS BLOCKING 16d NAILS AT 4"0.C. < BEAM (ONE EACH END) .....077-.0r ''''''''•-... ...„ ' PERMIT SET 10d TOE NAILS @ 6"O.C. iir.--"4.--- ..„*-1 -,g...cat II / STATUS • . P.T.2x PLATE ATTACHE / ' 03.29.2018 ,Fil TO STEEL BEAM WITH DATE CORNER FRAMED W/(2) - BEAM, SEE PLAN DROPPED BEAM,SEE STUDS&FULL INSULATION O.C. STAGGERED 17154 PLAN CAP PL 1/2"x 7 1/2"x 7 1/2" PROJECT NUMBER \\\\ SHEAR WALL FIELD -41 I NAILING, SEE PLAN , 1 •- AT CORNER AT PERPENDICULAR WALL 1 3/16> 3/16/ I S8 • 61 1 _.....„.....N.....„___ COLUMN, SEE PLAN ©2018 OTAK,INC. 12 DETAIL 13 ADVANCED FRAMING AT CORNERS (-14-- DETAIL S8.61) 1" = 11-0" s8.61 1" = 11-0" 8.6, 1" = 11-0" If this drawing is not 24"x 36",it has been reduced/enlarged.Scale accordingly. A35 @ 2'-0"O.C., U.N.O. IN BLOCKING BETWEEN TRUSSES ROOF EDGE NAILING ALONG DIAPHRAGM STRAP, SHEAR SCHEDULE SEE PLAN TRUSS BLOCKING 10dTOENAIL@6" aP - " DIAPHRAGM STRAP, SEE PLAN ROOF SHEATHING, ROOF EDGE NAILING SEE PLAN ROOF SHEATHING, SEE PLAN 12 ;: : :::1N:HEAR F G ROOF EDGE NAILING SEE ARCH PRE-ENGINEERED ROOF _,..eg L 2x BLOCKING BETWEEN PRE-ENGINEERED ROOF TRUSSES, SEE PLAN TRUSSES, SEE PLAN ROOF SHEATHING, SEE PLAN TRUSSES i - __ T'''"--------- --,, OtakACChit�Cts (CICE I �`` $08 SW Third Avenue Suite 300 $EE ARCH i X i X 1 Portland, OR 97204 H3, EACH TRUSS ""` ") -" ----- _ main 503.287.6825 - � '"--- TRUSS BLOCKING wjOtk.com :::::1:: :4------"-- ii. )(_ 'D ---'-ii"��f -- - SHIM PLATE c�- 8 ,, :11:4‘6#,.. (2)2x TOP PLATE -' �/ / / /(4) 10d TOENAILSI f�1 1� _ _ _ - /.X �� <�' 1 f 1 r .gqillii!lIllPi.„gigla P.T. 2x PLATE. EXTERIOR SHEATHING SEE I I I I- I 112' L 141/ E'q ATTACH TO STEEL � SHEAR WALL PLAN � I EXPIRES: 11/31/ 1c BEAM WITH 0.157" PAF AT 6"O.C. H2.5A EACH TRUSS STOREFRONT,SEE ARCH (2)2x TOP PLATE 3-29-2018 PRE-ENGINEERED ROOFSTAMP PRE-ENGINEERED WOOD "111111 .-111 TRUSSES, SEE PLAN ROOF TRUSS TOP CHORD {2)2x TOP PLATE H2.5A EACH TRUSS A35 CLIP @ 2'-0"U.N.O. IN EXTENSION - .__ EAR SCHEDULE ..,-.. 11-1,- EXTERIOR STUD WALL 1 (4) 10d TOENAIL, FROM — 10d TOENAIL @ 6"O.C. BEYOND J - TRUSS TO TOP PLATE `�-- H2.5A EACH TRUSS D B G PROPERTIES iHEADER, SEE PLAN LLC HEADER, SEE PLAN , ,_ "— - SHEAR WALL EDGE NAILING HUC614 AT HEADER __ ECCQ, CAP CS18 x 2'-O"FROM GLULAM EXTERIOR SHEATHING, SEE _ TO(2)2x TOP PLATE,TOP TO POST - 2x PLATE OVERLAP PLATES AT OR SIDE OF PLATE =,w.j4 ,.". WALL INTERSECTIONS, SHEAR WALT PLANS t�, ------ Schneider ' ..'V Enayat �- SEEL PLAN HEIGHT POST, ^�� HEADER, SEE PLAN TYP SEE PLAN GLULAM Smith BEAM, Smith r1` ;,. 2x PLATE POST,SEE PLANn,,,,,o, 10d NAILS @ 6"O.C., SEE 3141 WALNUT STREET, STE.203A �V� 1/S8.61 DENVER, COLORADO 80205 720.904.1234 www.essdenver.com INTERIOR STUD WALL, / 1 1 SECTION AT POST 2.- SECTION AT STOREFRONT ' 3 SECTION AT DROPPED BEAM SUPPORT SEE PLAN CONSULTANT .8.62 1 1" = 1'-0" 58.62 1" = 1,-0f} \8.62 1" = 1'_0" tV MIN.2X MAX HOLE DIA.- 2x6 BLOCKING BETWEEN TRUSS., ROOF EDGE NAILING DIAPHRAGM STRAP, SEE PLAN ' ROOF SHEATHING,SEE PLAN A 1"0 HOLE TYP. TOP AND BOTTOM OF BRACE \k. r� -"'-- -----,--L,..- ..,..... ROOF SHEATHING, SEE PLAN - DIAPHRAGM STRAP,SEE PLAN p6 c(7-- OUTSIDE _7-7-7----" " ).-.3e. ? HATCH IL--- r �1 , .._ BLOCKING BETWEEN o 0 1�j X � OUTRIGGERS +�� 'I `° (6) 10d NAILS EACH END OF BRACE --�/ --—- ww /, r I N / (2)2x TOP PLATE - _ -N___ 6" 6" 2x6 BRACE @ 6'-0"O.C., TYP. ECCQ5-8 SDS2.5 COLUMN CAP 2x JOIST OR TJI GLULAM BEAM,SEE PLAN --••..,, 2'-0"MIN. W D/3@ 2x MAX. CO _ 1 3/4"@ 51/2"LSL Cf),i- N % "-am, 10d NAILS @ 6",TYP 2"@ 71/4", 91/4", 11 1/4"LSL 3"@91/2"LSL Imini O +� PRE-ENGINEERED ROOF 3 1/2"@ 11 7/8"LSL TRUSSESLLJ , SEE PLAN 2x PLATE 4112"@ 14>LSL c 2"@71/4"> LVLORPSL I A35 CLIP, SEE SHEAR WALL EXTERIOR WALL, SEE PLAN - ►- (2) PLY DRAG TRUSS, SEE a_ SCHEDULE FOR SPACING PLAN HATCH INDICATES p _J /i HEADER, SEE PLAN ALLOWABLE HOLE ZONE M A M C../ - 10d TOE NAIL @ 6"O.C. _ j SHEAR WALL SHEATHING, SEE ° A`/ A PLAN (2)2x TOP PLATE HEADER,SEE PLAN \ _ W Cl) .� INTERIOR SHEAR WALL, \ \ � X v t°" SEE PLAN \_ p CL 1'-- 2 4 SECTION AT INTERIOR SHEAR WALL e/ Y < 0 -► co LU 8.62 1" = 1-0" MIN.2X MAX HOLE DIA. AOa ; "tc.`\ ENGINEERED N M ROOF SHEATHING, SEE PLAN \ 2x PLATE 1/3 SPAN 1/3 SPAN 1/3 SPAN WOOD BEAM, W Z CD - SPAN SEE PLAN am= _ W DIAPHRAGM STRAP, SEE PLAN 8 ______N______ SIMPSON HUC410 COLUMN, = 0 S8.62 (2)2X BLOCKING CONCEALED FLANGE N CS LL. SEE PLAN HANGER COLUMN, SEE PLAN -"" OUTRIGGERS, SEE PLAN 5 SECTION AT STORE FRONT _�, -/ Q O �- �, _ HOLES BASED ON REQUIEMENTS BY N- - P.T.2x PLATE e _ S8.62 1 - 1 -0 ti — \ _ WEYERHAEUSER SEE MANUF. f F— ATTACH TO STEEL --'"'� BEAM W/0.157"DIA. ! � RECOMMENDATION FOR OTHER PRODUCTS PAF AT 6"O.C. MIN 6"END DISTANCE TITLE • 3/16 # DATE DESCRIPTION �r� PL 3/8"x 9"x 0'-8"W/6- (3) 10d @ 6"O.C. (3) 10d @ 6"O.C. A35 CLIP1 I I I 1/2"x 5"LAG SCREW @ 1 " 0 x 6"SDS �-- EA. FACE 12"EA. FACE L--3/4" -''�1 , ,, L' (ALT. (2) 1/2"O i� ii��! EACH SIDE — ° I I I � �. ._., I INTHRU BOLTS @ 111111 a , /3 SIDES 12"O.C.) • 1 )1 (2)PLY BLOCKING 3/16/ - Tit (6)2x STUD PACK. \ i--- -A � "'iS 2 ______IA ji_____ �`� ROOF SHEATHING, - z� - z - z '� LAMINATE TOGETHER \"1\V- —'�f- TYPICAL STUD WALL SEE PLAN P.T. 2x PLATE.ATTACH WITH 0.177" N N hi- PER 4/S8.61 FRAMING, SEE PLAN DIA. PAF AT 6"O.C. STAGGERED A —A BEAM NAILING REVISIONS A35 CLIP, EACH SIDE (6- BEAM & JOIST HOLES & NAILING r —a, /___e " = " ~ tt _- HSS BEAM,SEE PLAN 58.62 1 1 -0 1. - - - Author Checker OUTRIGGER BEYOND 11141 DRAWN BY CHECK BY - - - - PERMIT SET A35 CLIP EACH SIDE 1/2"MAX STATUS OF STUD PACK PL 1/4 x 0'-3"x 0'4"EACH SIDE 03.29.2018 IDATE PL3/8"x9"x 0'-8"W/6x 1/2"x 5"LAG SCREWS 17154 PROJECT NUMBER - HEADER,SEE PLAN (6)2x STUD PACK S8 . 62 r7 DETAIL ` DETAIL 02018OTAK,INC.( If this drawing is not 24"x 36;it has been S8.62 1'r = 1'—Q'} 58.62 1" = 1'—Q" reduced/enlarged.Scale accordingly. 16d NAILS AT 4" O.C. STAGGERED • Otak SHEAR WALL EDGE NAILING 16d NAILS AT 4" O.C. TYP. --.,,,,,<4 l'- SHEAR WALL FIELD CENTERLINE OF • SHEAR WALL SHEATHING SHEAR WALL FIELD NAILING, SEE SCHED. N'\ -T��- WALL& HOLDOWN, WHERE APPLICABLE, SEE 1 SEE ARCH SHEAR WALL PLAN NAILING, SEE SCHED. -- PER MANUF. HOEDOWN POST PER Otak Architects, Inc. SHEAR WALL SHEATHINGNN\ HOLDOWN PER PLAN \ SHEAR WALL 5/S8.71 808 SW Third Avenue, Suite 300 WHERE APPLICABLE, SEE I \t,,L .A, SHEATHING PER PLAN Portland, OR 97204 PLAN EQ•EQ • SHEAR WALL EDGE NAILING 3x OR (2) 2x FRAMING main 503.287.6825 WALL STUD, SEE PLANwww.otak.com PER MANUF. I SHEAR WALL - NAILING ; N-- - , �� SHEATHING SEE SHEAR SHEAR WALL EDGE ` RUN SHEAR WALL �� , CONT SHEAR WALL SHEATHING \ ! �j HOLDOWN POST PER -- ' �` SHEATHING CONT. THRU v N WHERE APPLICABLE, SEE (III��V r��111 WALL PLAN •��E� PROF 5/S8.71 f BREAKS CAUSED BY - SHEAR WALL PLAN I + FACE22500 AT 12" O.C. EA. �j r�, I N ��•f/� 1t1 d INTERSECTING WALLS. EQ Q 1, I '. 8# a�� 1 \ N011idaI dLii� �, HOEDOWN PER PLAN { - ! :0sT PER r-K____SHEAR WALL EDGE NAILING �� tNTLINE OF —\ WATUSEEPLAN SEE ARCHOLI]OWN KING STUD PER SCHED. - - ::::::I:G '9y�0 P CENTERLINE OF - ADDED STUDS OR POST G. el o. & SHEAR WALL SHEATHING CENTERLINE OF WALL WALL STUD PER PLAN AS REQUIRED BY 10/S810 NAILING IWIRES: 12/31/ Iq HOLDOWN POST PER HOEDOWN, SEE & HOEDOWN, SEE 5158 71 / ARCH ARCH — SHEAR WALL FIELD HOLDOWN PER PLAN 3'29-.2018 NAILING, SEE SCHED. PER MANUF. SHEAR WALL FIELD STAMP NAILING, SEE SCHED. - AT CORNER AT PERPENDICULAR AT JAMB WALL -^ 1 TYP HOLD DOWNS 2 TYP. SHEAR WALL STEP DBG PROPERTIES S8.71 ' 1" = 1'-0" S8.71 1" = 11_0„ LLC HOLDDOWN SCHEDULE _ .... HOLDDOWN HOLDDOWN MIN. ANCHOR EMBED MIN. ANCHOR PROJECTION PL. WASHER SIZE MIN. POST SIZE Enayat TYPE ANCHOR IN CONC. FOR A307 ABOVE CONC. Schneider Smith ri, HTT4, HTT5, 5/8" DIA. A3078„ 5" 1/4x2x2 (2) 2x6 OR (4) 2x4 Engineering, HDU5, HD5B OR SSTB24 3141 WALNUT STREET, STE. 203A HDU8, HDQ8, 7/8" DIA. A307 1/4x2x2 DENVER, COLORADO 80205 HD7B OR SSTB24 12" 6" (3) 2x6 OR 4x6 720.904.1234 www.essdenver.com HD9B 7/8" DIA. A307 12" 6" 1/4x2x2 (4) 2x6 OR 4x6 CONSULTANT HDU11, HHDQ11, i HDU14, HHDQ14, 1" DIA. A307 16" 6" 3/8x3x3 (4) 2x6 OR 4x6 - NO STRAP 1F TRUSS HD12 TYP. STUDS, SEE CONT. THROUGH SHEAR WALL EDGE SCHED FOR SPACING CORNER 1 114" DIA. HD19 18" 7" 1/2x4x4 (4) 2x6 OR 4x6 NAILING TYP. ALL EDGES ' / CS16 x CONT. o A307 AT PEN /� / LI'' V i -I J L I � STRAP ACROSS TOP `" // //ir' /i/ ri Tl 7/71T it if Tl 7/ 7,7-//_ // rr i/ // Ai n -I r----- -I r- _._.__. / ORALONG SIDE © 0 _- /� EDGE FRAMING T CS16 STRAP I I > / �- -� —/\.,- — LAMINATED KING STUDS OR I < K // // //// ,7 /,// // /7 .j �,/, // //// 1 • SOLID POST, SEE SCHEDULE \ I IHOLDDQWN, SEE PLAN I I I / EXTEND BOLT THRU TRIMMER I b STUDS AS REQ'D % 1 _ 0„ 7 \14rr it�`,, L I J . % i,/y7-7r 72--77-.7_ WALL STUD , i 1 .A:\v\s'lk \ , L e . , i� SHEAR WALL SHEATHING MECH. OR ELEC. PEN /� ANCHOR BOLT, TYP. SEE - P.T. PLATE IN SHEAR WALL VI • 2x BLKG. ABOVE & BELOW \ SCHEDULEEmm OPENING & (1) STUD SPACING \ '•• Z PAST PEN. 2X BLKG. FOR 2 BAYS FLOOR FRAMING NAIL SHEATHING W/ 10d e.::-... -,., ., ; a _ �_,;. -:•-2 • •- °< 7 AT S" O.C. _ ,.� W W 4 �/ 4` - a ". _. ; . -. : WIRE TIE IM U) O • `c ° CONT. HORIZ WALL REINF. TO -- -. o-. ti ' BE TIED WI WIRE TIE TO CO 3 TYP. SHEAR WALL PEN 4 RE-ENTRANT CORNER AT FRAMING ` : • • .:' f HOLDDOWN ANCHOR, SEE < D 58.71 NOT TO SCALE S8.71 / NOT TO SCALE a • ._-7,. _.°4 SCHEDULE 0— J cp ` ._ CONT. HORIZ WALL REINF. TO I� p `" ; - • ' ' - BE TIED W/WIRE TIE TO - HOLDDOWN ANCHOR, SEE co ' co . _ .: . __ SCHEDULE C J EXTENT OF SHEAR WALL, SEE PLANS 0 L.L.i CO N Q ROOF SHEATHING L550 PER SHEAR 5 HOLDDOWN AT FOUNDATION W Z rn W SCHED. NW 3/4 = 14-0" mmili D 1 0 FULL HT BLKG BETW = 0 �/ ROOF FRAMING O L.L. LLI SHEAR WALL EDGE — - {1) 2x STUD = d? C_7 = ATTACHMENT, TYP _ " SEE SCHED. (2) 2x TOP PLATE, TYP (2) STUDS WHEREIlm' REQ'D, SEE N- F CO • 10d @ 12" O.C., - SCHED TYP. r- (2) 2x6 OR (3)2x4 STUD PACK SHEAR WALL FIELD STRAP OR HOLDDOWN, > fii1�I TITLE ATTACHMENT, TYP. SEE Li r "� TYP 5EE PLANS & DETAILS # DATE DESCRIPTION SCHED. / EDGE FASTENER \- EDGE FASTENER / "/ )„ . ' . " LAP SHEATHING A - EACH SIDE OF JOINT, EACH SIDE OF SHEAR WALL SHEATHING r _Y- t • MINIMUM OF 4" ONTO RIM 3/8" MIN.-7 STAGGERED JOINT, STAGGERED LS50 PER SHEAR " ` ` ` " ` "" " JOIST& EDGE NAILING HOOK—_ j. UNDER CONT. SCHED. (NOT REQ'D IF � Y • • " � • F � " STHD STRAP, SEE SHEAR y OSB HAS 4" LAP ONTO / '� ` " " WALL PLANS RIM) , . . _ . . . i . 7 TYP. SHEAR WALL EDGE NAILING ' REBAR r z I S8.71 1" = 1'-0" SHEAR WALL EDGE j 112" EXP JOINT NAILING ' c� 8 �{ N 58.71 " - 3x OR (2) 2x REQ'D AT EXTERIOR GRADE - OSB SHEATHING LAID CONC. SLAB. SEE PLAN W SOME ADJOINING PANEL VERT. OR HORIZ, TYP ( }EY ; I ;1 i EDGES, SEE SCHED =�- SEE SCHED. _:11 ".. . ` I " i _ REVISIONS a .. 4 FLAT 2x BLKG AT a 11..,,..--------. + d \/ ° Author Checker PANEL EDGES f a 7Z FOUNDATION, SEE PLANS -.:1 ,A::2x STUD, TYP FLAT BLKG (AS REQ'D) a S8,71 �_ BETW & DETAILS . _ DRAWN BY CHECK BY `- leSTUDS ." : y • * ;_may- .- . � .' PERMIT SET y STATUS • . " -, LA • HOLDDOWN, TYP SEE ,.a •. ' - d • 4 PLANS & DETAILS EDGE FASTENER • ° 03.29.2018 SHEAR WALL EDGE . - —`a 4 ° e . , EACH SIDE OF ATTATCHMENT, TYP u i : ° 4 ANCHOR BOLTS, JOINT. STAGGERED DATE SEE SCHED, SEE SCHED 17154 PROJECT NUMBER 6 TYP. SHEAR WALL ELEVATION 8 TYP SHEAR WALL HORIZ JOINT r-9-- STRAP HOLDDOWN DETAIL S8 . 7 1 S8.71 112" = 1-0" 38.71 1" = 1'-0" S8.71 1" = 1'-0" 020180TAK, INC. if this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly i _ I GENERAL INFORMATION I I CH. 7 - FIRE AND SMOKE PROTECTION FEATURES i i _ =- , , _ , ,„,,,,„ . - PERMIT APPLICANT NAME AND PHONE NUMBER: OTAK ARCHITECTS, INC (503)287-6825 MAXIMUM AREA OF EXTERIOR WALL OPENINGS (TABLE 705.8) PROJECTT jj�� C�SSCR P 19N ,, . SINGLE STORY V)OOD FRAME CONSTRUCTION CLUB HOUSE WITH COMMUNITY ROOM,OPEN EXERCISE 0-3' >3-5 >5-10 >10-15 >15'-20' >20'-25' >25-30' >30' AREA,OFFICES AND EXTERIOR SWIMMING POOL(UNDER A SEPARATE PERMIT) Otak NOT 15% 25% 45% 75% NO LIMIT NO LIMIT NOT Vtt k ♦ i Itects Inc" PROJECT ADDRESS SPRINKLERED PERMI i i ED REQUIRED i 7790 SW HUNZIKER RD 808 ' { Third venue,Suite 300 TIGARD,OR 97223 BUILDING IS ALLOWED TO HAVE UNLIMITED UPROTECTED OPENINGS-ALL WALLS HAVE A FIRE Po land,OR 97204 SEPERATION DISTANCE GREATER THAN 20' ms 1503.287.6825 - BUILDING CQDE DITIONS Hlwvv.otacom 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC) 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE(OEESC) (714.4.1.2)THROUGH - PENETRATION FIRESTOP SYSTEM 2014 OREGON MECHANICAL CODE(OMSC) 2017 OREGON ELECTRICAL SPECIALTY CODE AMENDMENTS THROUGH PENETRATION SHALL BE PROTECTED BY AN APPROVED FIRESTOP SYSTEM INSTALLED AND " .. 1 t-,1 4 2017 OREGON PLUMBING SPECIALTY CODE(OPSC) TESTED IN ACCORDANCE WITH ASTM E 814 OR UL 1479 .� 3720 ,► ACCESSIBILITY- ICC/ANSI 117.12009 FIRE SPRINKLER-NFPA 13 b I CH. 9- FIRE PROTECTION SYSTEMI BRIAN • CH. 3 BUILDING OCCUPANCY I BUILDING FIRE DETECTION AND SUPPRESSION N,RTLAND;14.0. OCCUPANCY CLASSIFICATION GROUP(S)(310): B BUISNESS PROVIDED REQUIRED PER TYPE/CLASS/AREAS A-3 ASSEMBLY OF OF ° S-2 STORAGE AUTOMATIC SPRINKLER SYSTEM: YES 903.2.8&504.2 NFPA 13 3/29/2018 STAMP OCCUPANCY SEPERATION(508.4): B/A=IHR,A/S-NR B/S-IHR STANDPIPE SYSTEM: N/A N/A N/A 1 CH. 5 - BUILDING CONSTRUCTION -TABLE 503 FIRE ALARM SYSTEM: YES 907.2.9 THROUGHOUT MANUAL FIRE ALARM BOX NO 9I1 CONSTRUCTION TYPE USED&OCCUPANCY: TYPE VB,A-3 OCCUPANCY EXCEPTION#2 .f 11---b-- BASE ALLOWED W/ALLOWABLE SMOKE ALARMS YES 907.2.9.2 THROUGHOUT PROPOSED DBG PROPERTIES AUDIBLE ALARMS: YES 907.5.2 THROUGHOUT LLC BUILDING HEIGHT 40' N/A 21'-9" VISIBLE ALARMS: YES 907.5.2.3 COMMON AND PUBLIC AREAS NO.OF STORIES 1 N/A 1 NOTED ON PLANS,75' FIRE EXTINGUISHERS YES 906 MAX&2-A RATED CONSULTANT FLOOR AREA 6,000 SF TOTAL N/A 3,342 SF TOTAL CH. 10 - MEANS OF EGRESSI SPRINKLERS USED NFPA 13 " OCCUPANT LOAD & EXITING . OCCUPANT LOAD EXITS REQUIRED EXITS PROVIDED ALLOWABLE AREA PER STORY: Aa=(At+(At x If)+(At x Is)) At=ALLOWABLE AREA PER TABLE 503=12,000 SF LEVEL 1 109 2 4 If=INCREASE DUE TO FRONTAGE=((274 ft/274 ft)-0.25)(30/30)=0.75 Is=INCREASE DUE TO SPRINKLERS=0 POOL AND DECK 138 2 2 Aa=(6,000 SF+(6,000 SF x 0.75)+(6,000 SF x 0)) CH 11. ACCESSIBILITYI Aa=(6,000 SF+4,500 SF) Aa=10,500 SF TOTAL ALLOWABLE FOR BUILDING=21,000 SF ACCESSIBLE PARKING (1106.2) GROUPS R-2 AT LEAST 2%, BUT NOT LESS THAN ONE OF EACH TYPE OF PARKING SPACE PROVIDED SHALL BUILDING AREA SUMMARY BE ACCESSIBLE,SEE CML PLANS FOR ACCESSIBLE PARKING STALLS,ACCESSIBLE CAR AND ACCESSIBLE VAN STALLS TO COMPLY WITH ANS[117.1 SECTION 502 CH 11. SIGNAGE TO BE INSTALLED PER 1106.7.2 OCCUPANCY GROUP A-3 B 5-2 TOTAL LEVEL 1 2,024 SF 630 SF 688 SF 3,342 SFI CH 15. ROOFSI BUILDING ELEMENT REQUIRED PROVIDED CODE PROVISION *508.3 NON SEPERATED OCCUPANCY-THIS BUILDING HAS NON-SEPERATED OCCUPANCIES,THE MOST CLASS C RESTRICTIVE PROVISIONS OF CH 9 SHALL APPLY TO THE TOTAL NON-SEPERATED OCCUPANCY AREA. ROOF CONSTRUCTION(VB) CLASS C 1505.1 MINIMUM CH. 6 -TYPE OF CONSTRUCTION I CH 17. SPECIAL INSPECTION, STRUCTURAL OBSERVATION AND Cn DEFERRED SUBMITTALS FIRE-RATING RATING REQUIREMENTS FOR BUILDING ELEMENTS -TABLE 601 M SEE STRUCTURAL FOR SPECIAL INSPECTION AND STRUCTURAL OBSERVATION REQUIREMENTS. SEE CONSTRUCTION TYPE=VB COVER SHEET-A0.01 FOR DEFERRED SUBMITTALS AND SITE ELEMENTS PERMITTED IN OTHER DRAWINGLLI - PACKAGES. BUILDING ELEMENT RATING CODE PROVISIONI CH 29. PLUMBING FIXTURES I M �," QUIRED PROVIDED Q R OCCUPANCY AREA REQUIRED PROPOSED IX=STRUCTURAL FRAME NR NR TABLE 601 c WATER CLOSETS: 1 PER 125 WATER CLOSET: 1-MALE GC BEARING WALLS NR NR TABLE 601 ASSEMBLY(96 OCC,48 MALE/48 FEMALE) MALE, 1 PER 65 FEMALE 1 FEMALE .G (INTERIOR&EXTERIOR) LAVATORIES: I PER 200 LAVATORIES:2 fam = NON-BEARING WALLS& SEE TABLE 602 PARTITIONS-EXTERIOR DRINKING FOUNTAIN: DRINKING FOUNTAIN: 11114C CD NON-BEARING WALLS& 1 PER FLOORi21 1.1.1 Cl)• ce Ci PARTITIONS-INTERIOR NR NR TABLE 601 WATER CLOSETS: 1 PER 25 BUISNESS(10 OCC) • FOR THE FIRST 50 Q ifi O FLOOR CONSTRUCTION& NR NR TABLE 601 CV SECONDARY MEMBERS tV ROOF CONSTRUCTION& NR NR TABLE 601 Z 18 CO SECONDARY MEMBERS ENERGY CODE REQUIREMENTS (2014 OREGON ENERGY EFFECIENCY mom nit C9 DOORS SHALL HAVE THE FOLLOWING RATINGS: SPECIALTY CODE) U i 0 Z • UNIT DOORS IN CORRIDOR-20 MIN AND DOOR LABELC! 0 • STAIR DOORS-90 MIN AND DOOR LABEL 0 CLIMATE ZONE PER 301.1:4C • SEE DOOR SCHEDULE FOR ADDITIONAL INFORMATION 1.1.1 CO it J • CORRIDOR DOORS SHALL HAVE SMOKE GASKETING BUILDING ELEMENT PER 502.1.1 REQUIRED PROPOSED = 0cr) < WALL INSULATION(WOOD STUD)-ABOVE GRADE R-21 R-21 , co EXTERIOR WALL RATING BASED ON FIRE SEPERATION DISTANCE -TABLE 602 1.1... r°` ~ ROOF-ENTIRELY ABOVE DECK R 20ci N/A FIRE-RESISTANCE RATING FOR EXTERIOR TITLE WALLS BASED ON FIRE SEPARATION CONSTRUCTION TYPE OCCUPANCY GROUP A-3 ROOF-ATTIC R-38 R-60 DISTANCE # DATE DESCRIPTION UNDER FLOORS(JOISTS) R-30 R-30 X<5': VB 1-HR UNDER FLOORS(MASS) R-10ci R-10ci 5'SX< 10': VB 1-HR SLAB EDGE PERIMETER R-10 FOR 24"BELOW SLAB R-10 FOR 24"BELOW SLAB 10'SX<30': VB NR WINDOWS(U FACTOR)502.3 U-0.35 U-0.27 X Z 30': VB NR WINDOWS(SHGC)502.3 0.40 0.40 NOTE:LOAD BEARING WALLS SHALL COMPLY WITH THE FIRE-RESISTIVE RATING REQUIREMENTS OF OSSC TABLE 601 WINDOW AREA LIMITATIONS 30% LESS THAN 30% OPAQUE DOORS 502.2.7 U-0.70 U-0.55 REVISIONS CURTAINWALL/STOREFRONT 502.3 U-0.45 U-0.45 CURTAINWALL/STOREFRONT-DOOR 502.3 U-0.80 U-0.80 Author Checker 502.4.1 - A CONTINUOUS AIR BARRIER SHALL BE PROVIDED THROUGHOUT THE BUILDING THERMAL DRAWN BY CHECK BY ENVELOPE,INSALLED PER 502.4.1.1 PERMIT SET STATUS 03.29.2018 DATE 17052 PROJECT NUMBER A3-O . 11 2018 OTAK,INC. If this drawing is not 24"x 36",it has been reduced/enlarged.Scale accordingly. 1 COMMON PATH OF CODE LEGEND g a ; 4 TRAVEL=24.-10" --- , -__ (MAX PATH TO PUBLIC WAY=147'-9") EMERGENY EGRESS PATH, ,,\ ,, MINIMUM WIDTH OF EGRESS S-2 S-2 S-2 (ACC) S-2 A-3 A-3 A-3 A-3 NPATH IS 3'-0".PROVIDE 1 FOOTCANDLE LIGHT AT FLOOR STORAGE MECH POOL STORAGE POOL EQUIP RESTROOM RESTROOM POOL DECK SWIMMING POOL LEVEL DO NOT EXCEED MAX TO Otak Architects, Inc. COMMON PATH OF MIN ILLUMINATION UNIFORMIlY - TRAVEL=341-9" OLF 300 = 1 OCC OLF 300 = 1 OCC OLF 300.= 1 OCC OLF 300 = 1 OCC OLF 50 = 2 OCC OLF 50 = 2 OCC OLF 15 = 121 OCC OLF 50 = 16 OCC RATIO OF 40 TO 1. EMERGENCY 808 SW ir• 'venue,Suite 300 49 SF 72 SF 62 SF 124 SF 82 SF 82 SF 1814 SF 765 SF . LIGHTING TO BE PROVIDED BY P rtland,OR 97204 OLFJ3AA0AN0 =3O1 ROCC-N ..s‘: '- F 1/ – 4="* a=N.I ABDCRA-IO-S2 TMT7-TAAM5E1N'2TORIV5YNI'AEEMBXP!AAA2SXCT5KH7-UOMPFVA. XETLR(1A0V1E6L.2()1014.3) l • 'I4'M4.4I•A>ANk 3RI7.2F0;L:iEn 65SF PATH 31a+yCz wE5,Nw 0Ew#3R..42o0s8t:a7k .6.c8o2m5 0 0 OCCUPANTS EXITING PER EAT LOCATION i 4 . /6-L_ _L FEC • • r.' FIRE EXTINGUISHER CABINET WITH FIRE I&PORTLAND., OM ,MP •••• •••• -A. EXTINGUISHER SEE 14/AX-8.11 316 SF z5 NtOF 0 ' • OLF OCCUPANCY LOAD FACTOR • . , . ,,,_,1 Ztr' ,NN ii 5.. ki 3/29/2018 4/' OCC OCCUPANT LOAD „, , ,,, f; sr E 8 COMMUNITY . ' II EGRESS GATE WITH X EXIT SIGN , L.IM PANIC HARDWARE • 1432 SF • II 'mad 0 .st (ACC) ACCESSORY USE(508.2)SHALL NOT BE MORE STAMPA— _ THAT 10%BUILDING AREA OF STORY . ---...... ll • li FDC FIRE DEPARTMENT CONNECTION —r--TrAi 11-1, s ; r=1 ;I It -11- brp, DBG PROPERTIES , "Ali-11 II 1lk WOO 4.MIMMIIP/11101•AMID ' ' r PROVIDE 1-HR RATED FIRE PARTITION AT CORRIDORS LLC A II 1-4 b.,1 PROVIDE 20 MIN RATED DOORS AT CORRIDOR . V V II II 8-2 r 0 0 . PATH OF TRAVEL=57-loll ( J,. .01 ole , 34 PROVIDE 1-HR RATED FIRE LOAD BEARING WALL,ALL CONSULTANT MAINTENANCE 1----,ii X (I) OPENINGS TO HAVE GYPSUM BOARD WRAPED INTO HEAD,JAMB AND SILL OPENINGS ARE NOT RATED OLF 300 = 1 OCC-- - 3., . , .: . I IL:61 ,IMMO.i = 4.4 4g * 290 SF ___.\___ _/ AI , :. '-• X : . r 171 -V---41— r -\ __ EGRESS GATE WITH * •••=0•••••••• PROVIDE 2-HR RATED FIRE BARRIER.PROVIDE 90 MIN * RATED DOORS 0 — _tit) PANIC HARDWARE 13 / \ 1 . (., I LU 2 Et? -er) . CONTINUITY: FIRE BARRIERS SHALL EXTEND FROM THE OFFICE / 1 u. u. II 'V II , ,. - - TOP OF THE FLOOR/CEILING ASSEMBLY BELOW TO THE —.............. — . UNDERSIDE OF THE FLOOR OR ROOF OR DECK ABOVE OLF 100 = 2 OCC --1.--...,, 20 MIN 1> .... == .. - a L1J .._4> AND SHALL BE SECURELY ATTACHED THERETO. FIRE 107 SF Illilla '41-` Lt. BARRIERS SHALL BE CONTINUOUS THROUGH CONCEALED SPACES. _A.....,.- I 0 0 FIRE PARTITIONS SHALL EXTEND FROM THE TOP OF THE F-- < a FLOOR CEILING ASSEMBLY BELOW TO THE FIRE- RESISTANCE-RATED FLOOR/CEILING OR ROOF/CEILING S-2 (ACC) I— — c 0 - -r — — — 0 :-- 1. . L i ASSEMBLY ABOVE,AND SHALL BE SECURELY ATTACHED THERETO. , PARCEL rz-- is OLF. T.—300 = 1 OCC ) I . _ , 52 SF • iII I 111 ? r_ / .., . v .c 1 4 4 COMMON PATH OF KNOX BOX / ( . CO Imam TRAVEL=91-9" B OCCUPANCY SCHEDULE-BUILDING 3-LEVEL 01 LEASING NAME I • LEVEL I NUMBER I AREA I OCC 1 OLF I OCC LOAD 1•1•1 OLF 100 = 5 OCC 492 SF GROUND LEVEL M LEASING GROUND LEVEL 3-101 492 SF B 100 5 I= OFFICE GROUND LEVEL 3-102 107 SF B 100 2 11111:1411111110 \ii... PARCEL GROUND LEVEL 3-103 52 SF S-2(ACC) 300 1 I•L• MAINTENANCE GROUND LEVEL 3-104 290 SF 8-2 300 1 <IC Z COMMUNITY GROUND LEVEL 3-105 1432 SF A-3 15 96 i BULDING 3 — CODE PLAN — LEVEL 01 FITNESS STORAGE GROUND LEVEL 3-106 316 SF A-3 GROUND LEVEL 3-107 49 SF 8-2 50 7 300 1 a. CL 3-01 SCALE: 3/32"= MECH GROUND LEVEL 3-108 72 SF S-2 300 1 44C A . V-0" LU POOL STORAGE GROUND LEVEL 3-109 62 SF S-2(ACC) 300 1 C) POOL EQUIP GROUND LEVEL 3-110 124 SF 8-2 300 1 Cl) C4 CD • . RESTROOM GROUND LEVEL 3-111 82 SF A-3 50 2 C:11 LLICt er) 0 RESTROOM GROUND LEVEL 3-112 82 SF A-3 50 2 I.•.. (C 1 0 JANITOR GROUND LEVEL 3-113 65 SF A-3 300 1 Cie) SWIMMING POOL GROUND LEVEL X-300 765 SF A-3 50 16 ' laN . Z 0) . POOL DECK GROUND LEVEL X-301 1814 SF A-3 15 121 mom D ct (.9 • 258 . LI.. = 0 = ci 0 1.1.1 co ce .1 EXIT WIDTH = C) < OCCUPANCY LOAD 259 CO 0 = EXITS REQUIRED 2NW MN. EXITS PROVIDED 9 Film N. I— 03 OCCUPANCY LOAD PER EXIT= SEE PLAN MAX EXIT WIDTH REQUIRED= 49 x.2"= 9.8" TITLE CLEAR WIDTH PROVIDED AT EACH EXIT DOOR= 34" # DATE • DESCRIPTION REVISIONS Author Checker DRAWN BY CHECK BY PERMIT SET STATUS , 03.29.2018 „ DATE 17052 PROJECT NUMBER A3 NI 0 . 12 . 02018 OTAK,INC. If this drawing is not 24'x 36*,it has been reduced/enlarged.Scale accordingly. • ASSEMBLY NOTES 1. SEE STRUCTURAL FOR SHEAR WALL LOCATIONS.ADD SHEATHING TO ASSEMBLY AS REQUIRED BY STRUCTURAL : : ENGINEER.WHERE A NON-SHEAR WALL EXTENDS ANDc. ALIGNS PARALLEL WITH A SHEAR WALL,PROVIDE . r ADDITIONAL SHEATHING LAYERS TO THE NON-SHEAR WALL TO PROVIDE CONTINUOUS FACE OF FINISH. Otak Architects, Inc. 2. PROVIDE FIRE BLOCKS AND DRAFT STOPS PER OSSC 808 S Avenue, Suite 300 GREEN ROOF SYSTEM SECTION 718. rtland,OR 97204 SOUND BATT INSULATION IN nein 503.287.6825 - ROOT BARRIER _ BATHROOMS-FRICTION FIT 3. LOCATE THERMAL INSULATION ON THE COLD SIDE(IN www.otak.com ROOF MEMBRANE IN STUD SPACES WINTER)OF DOMESTIC WATER PIPES AS REQUIRED TO PROTECT PIPE FROM FREEZING. ROOF SHEATHING-SEE ._.. : 5/8"TYPE X GYPSUM BOARD 4. PROVIDE ADDITIONAL FRAMING,BLOCKING,AND FINISHES •�", 1 d ;_____-. , , ._..; . 1;-------7-1 ___ -__._-_; _-- . � --- STRUCTURAL E ___ 1 ± j ;.___; ;__ . ,. - AS REQUIRED FOR PLUMBING ACCESS PANELS. . '"k, f ' RE 3720 -- 2x OUTRIGGER-SEE - PLYWOOD SHEATHING AS 5. PROVIDE ADDITIONAL BLOCKING AS REQUIRED TO BRIAN R.FLEENER st STRUCTURAL - REQUIRED-SEE STRUCTURAL SUPPORT SHELVING,TOWEL BARS, RAILINGS,AND ALL j OTHER WALL-MOUNTED ACCESSORIES AND EQUIPMENT. • • CEDAR T&G DECKING-SEE 2x6 WOOD STUDS AT 16" �'f3RTlAIsiI}� t )( -4411 STRUCTURAL fOR S!ZlNG OC-SEE STRUCTURAL 6. PROVIDE UL APPROVED THROUGH PENETRATION AND � �� / � // /�� MEMBRANE PENETRATION FIRESTOP SYSTEMS IN S REQUIRED BY CODE AT ALL ELECTRICAL, PLUMBING,, �F r 5/8"TYPE'X'GYPSUM BOARD AND MECHANICAL PENETRATIONS IN FIRE-RATED ASSEMBLIES, SEE AX8.01 TO AX8.21. 3/29/2018 STAMP , ��' 7. SEE AX8.11 &AX8.12 FOR TYPICAL RATED WALL DETAILS. EXTERIOR r -- 8. PROVIDE SOUND BATT INSULATION AT RESTROOM AND INTERIOR INTERIOR MAINTENANCE WALLS AND CEILINGS. DBG { ROOF - EXT OVERHANG 1-HR INTERIOR WALL - FIRE PARTITION LLC P R 0 P E RT I E; R5 251 ASSEMBLY:N/A FIRE: NR STC:N/A 1 ASSEMBLY:UL-U305 FIRE: 1-HR STC:N/A CONSULTANT GREEN ROOF SYSTEM . ROOT BARRIER SOUND BATT INSULATION-FRICTION ROOF MEMBRANE FIT FIT IN STUD SPACES • 1 ROOF SHEATHING-SEE •_ z ¢ ;_ _ I ' f 1 1 ___-; } :._ i._-. STRUCTURAL SPACED VERTICAL Y RESILIENT CHANNEL T 24"OC tr -' I „ I- -, I , . _ � " r f R-60 LOOSE FILL INSULATION — - -- 5/8"TYPE'X'GYPSUM BOARD N--- WOOD TRUSS-SEE STRUCTURAL • - PLYWOOD SHEATHING AS - 1111I, ��♦�� BARRIER ETARDAR/AIR REQUIRED-SEE STRUCTURAL # ,~ Il ♦, • 2x6 WOOD STUDS AT 16" /\ 4 5/8 GYPSUM BOARD OC-SEE STRUCTURAL 14 i5/8"TYPE'X'GYPSUM BOARD �_•_I -I- -le-- -i-.- _ --- -- -, ---- - ---- i -1 UNIT UNIT Cl) W . CO R4 ROOF / CEILING - GWB 23 1-HR INTERIOR WALL - FIRE PARTITION CO ASSEMBLY:N/A FIRE:NR STC:N/A ASSEMBLY:UL-U305 FIRE: 1-HR STC:50-54 W BEARING Z Cl) _ W Q FIBER REINFORCED, M Z CEMENTITOUS SIDING STANDING SEAM METAL - 1x2 PT FURRING AT 16"OC Imumill 0 ROOFING i`' (3/4"VENT SPACE) Cle �•—• 30#ROOFING FELT WEATHER RESISTIVE 0 1 BARRIER ROOF SHEATHING-SEE r 15/32"MIN PLYWOOD OmEt STRUCTURAL SHEATHING-SEE STRUCTURAL I' — ROOF JOIST-SEE R-21 BATT INSULATION-FRICTION C Z STRUCTURAL ' FIT IN STUD SPACES CI)• 0 V it_L ._ _ _ _ __ ( __ _ __I FIBERCEMENT SOFFIT - -' 2x6 WOOD STUDS AT 16" fL N V BOARD OC-SEE STRUCTURAL N . N . -... 1 5/8"TYPE' 11 • mom D re 0 GYPSUM BOARD I 0 , Llin BALCONY •.•009--' WI co d a INTERIOR EXTERIOR 2x8 WOOD STUDS AT 16"OC IN LIEU OF 2x6 WOOD STUDS-SEE ( 3B STRUCTURAL 1`� F"""' m • 1 ROOF - STANDING SEAM 1-HR EXTERIOR WALL - FIBER CEMENT SIDING 11TLE R3 E 3A ASSEMBLY:UL-P522 FIRE: 1-HR STC:N/A ASSEMBLY:UL-U356 FIRE: 1 HR STC:N/A # DATE DESCRIPTION BEARING 1x4 T&G VERTICAL CEDAR SIDING SOUND BAIT INSULATION IN 3/4"VENT SPACE HORIZONTAL BATHROOMS-FRICTION FIT IN STUD SPACES = Z FURRING WITH WEEP HOLES WEATHER RESISTIVE REINFORCED CONC SLAB, i ` BARRIER SEE STRUCTURAL y. 5/8"TYPE'X GYPSUM BOARD -� = 15/32"MIN PLYWOOD 10 MIL VAPOR BARRIER Zid SHEATHING-SEE STRUCTURAL REVISIONS 7- PLYWOOD SHEATHING AS 2x4 WOOD FRAMING REQUIRED-SEE STRUCTURAL R-21 BAIT INSULATION-FRICTION CLEAN CRUSHED ROCK, FIT IN STUD SPACES 5/8"GYPSUM BOARD • • ' SEE SOILS REPORT a' • 2x4 WOOD STUDS AT 16" Author Checker 4:�' •. �- • -•': :`• - ..:� .••" •�: - - OC-SEE STRUCTURAL Y 2x6 WOOD STUDS AT 1 fi" 1 N / „ . . . . _ .1 ��i7=+'?'« w�'4�� i� • "'•��•y�7• • �"T' �~ �� _ OC-SEE STRUCTURAL DRAWN BY CHECK BY ' 1/4,,4,r�•-,•' ''•t„t�'.-i ..=i1 .> ' ''.41P' 5/8 TYPE X'GYPSUM BOARD ..5„.„,,,.„.„....,,,,.....14441 �o- - ir,14N. i+v� t1i,_,.4 w.i . v. -�.. PERMIT SET �ii••zi• •' r• Tw •R� -i•er�i•ir• ��•� �•��•'a�Y ” ' STATUS �' «w• .-- �� a--wo, .iwiz - - UNDISTURBED SOIL 5/8 TYPE X' __ _ __ __ _ fte SUM BOARD I 03292018 t , 1._.____. 1 _.__..1 I DATE INTERIOR INTERIOR INTERIOR EXTERIOR 17052 PROJECT NUMBER 2x6 WOOD STUDS AT 16"OC IN LIEU OF 2x4 WOOD STUDS-SEE 1B 2x8 WOOD STUDS AT 16"OC IN LIEU OF 2x8 WOOD STUDS-SEE 26B2x6STRUCTURAL. C1 , . A3... 1 Noi CEILING - GWB F1 SLAB ON GRADE 6A NON-RATED INTERIOR WALL 1A! 1-HR EXTERIOR WALL - WOOD SIDING I ASSEMBLY:N/A FIRE:NR STC:N/A ASSEMBLY:NA FIRE:NR STC:N/A ASSEMBLY:N/A FIRE:NR STC: N/A I ASSEMBLY:UL-U356 FIRE: 1-HR STC:N/A ©2018 OTAK,INC. BEARING if this drawing Is not 24"x 36",it has been reduced/enlarged.Scale accordingly. DOOR SCHEDULE NOTES . • MN SET:61 DOOR SCHEDULE NOTES i QTY DIMIPTION CATALOG NUMBER FINISH MFR 4 EA H DOOR SCHEDULE - BUILDING 3 INGE 1 EA CLASSROOM LOCK UM 44 X 44 NRP 662 IVE A1.70PD NEP 626 SCH 1 EA SURFACE CLOSER 1450 REG OR PA AS REQ 689 LCN OPENING I 1 DOOR FRAME 1 EA WALL STOP wsgedoicvx 630 NE 1. ALL DOORS SHALL HAVE LEVER HARDWARE.UNO 8. INTERIOR HINGED DOORS OTHER THAN FIRE DOORS WEATHERSTRIP BY DOOR/FRAME MANUFACTURER SHALL HAVE A MAXIMUM OPENING FORCE OF 5.0 LBS DOOR NO LOCATION WIDTH I HEIGHT I TYPE I MATERIAL I FINISH MATERIAL I FINISH HARDWARE FIRE RATING COMMENTS LocKscr AND CLOSER REQUIRE 6"STILE AND TOP RAIL 2. ALL STAIR AND UNIT DOORS SHALL BE SMOKE (22.2 N). HW SET:02 PROTECTED IN ACCORDANCE WITH OSSC SECTIONS Otak Architects, Inc. 3-101A LEASING 3'-0" 8'-0" C ALUM BRONZE ALUM BRONZE 1 . • OTY p;VIPTION CATALOG NUMBER FINISH MFR 716.5.3.1 AND 716.5.7.3. 9. SLIDING OR FOLDING DOORS OTHER THAN FIRE 808 SW Third Avenue, Suite 300 3-101B LEASING 3'-0" 8'-0" C ALUM BRONZE ALUM BRONZE 24 EA KIN 5881 4.5 X 4$NRP 652 NE DOORS SHALL HAVE A MAXIMUM OPENING FORCE OF Portland,OR 97204 1 EA CLASSROOM LOCK ND7OPD SPA 626 EICH 3. EGRESS DOORS SHALL BE READILY OPENABLE FROM 5.0 LBS(22.2 N). 3-101C LEASING 3'-0" 8'-6". C ALUM BRONZE ALUM BRONZE 2 i EA OH STOP 100S 630 GLY main 503.287.6825 THE EGRESS SIDE WITHOUT THE USE OF A KEY OR . 3-102 OFFICE 3 -0" 8'-0" C ALUM BRONZE ALUM BRONZE 3 1 EA SURFACE CLOSER 1450 REG OR PARS REQ 689 LGN www.otak.com 1 EA WALL STOP WS406/407CVX 630 NE SPECIAL KNOWLEDGE OR EFFORT. 10.WHERE PROVIDED,THRESHOLDS AT DOORWAYS 3-103 PARCEL 3'-0" 6'-8" A HC WOOD PAINT WOOD PAINT 4 CHILDPROOF i EA RAIN DRIP 11A A 2ER SHALL BE 1/2 IN MAXIMUM IN HEIGHT. CHANGES IN 3-104A MAINTENANCE I 3'-0" 6'-8" IA SC WOOD PAINT WOOD PAINT 5 120 MIN. 1 EA DOOR SWEEP 8198M M ZER 4. OPERABLE PARTS OF DOOR HARDWARE SHALL BE 34 LEVEL GREATER THAN 1/4 INCH IN HEIGHT AND NOT 3-1048 MAINTENANCE 10'-0" 11'-0" IF HM I PRE-FIN I HM PRE-F1N 6 I 1 EA THRESHOLD 65A-223 A - ZER WEATHERSTRIP BY DOORFRAME MANUFACTURER INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE MORE THAN 1/2 INCH MAXIMUM IN HEIGHT SHALL BE 3-105A COMMUNITY 5'-6 3/4" 8'-0" I ALUM BRONZE ALUMIBRONZE 8 I VERIFY WIDTH LOCKSET AND CLOSER REQUIRE 6"STILE AND roe RAIL. FLOOR. BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. • •* 3-105B COMMUNITY 3'-0" 8'.0" C ALUM BRONZE ALUM BRONZE 9 I my SET:co 5. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM 11.SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR 37211% 3-105C COMMUNITY 3'-0" 8'-0" C ALUM I BRONZE IALUM . BRONZE 19 ow pqmerioN CATALOG NUMBER FINISH MFR AN OPEN POSITION OF 90 DEGREES,THE TIME HEAD DETAIL BRIAN R.FLEENER4 3-105D COMMUNITY 3'-0" 8'-0" C ALUM BRONZE 1ALUM I BRONZE 19 4 EA HINGE i EA CLASSROOM LOCK 5881 4$X 4.5 NRP A1.70P13 NEP 652 IVE 626 SCH REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION 3-106A FITNESS 3'-0" 1 8'-0" C ALUM BRONZE IALUM I BRONZE 10 1 EA WALL STOP WS406/407CVX 630 NE OF 12 DEGREES SHALL BE 5 SECONDS. 12.SEE 6/AX-8.14 FOR BYPASS DOOR HEAD DETAIL • • 3-106B FITNESS 6'-0" I 8'-0" I IALUM I BRONZE ALUMII BRONZE 8 LOCKSET AND CLOSER REQUIRE 6'STILE AND TOP RAIL WEATHERSTRIP BY DOOR/FRAME MANUFACTURER %ORTLANO,OR 3-106C FITNESS 3'-0" I 8'-0" C IALUM 1BRONZE IALUM 1BRONZE 12 6. DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT 13.SEE 7/AX-8.14 FOR BIFOLD DOOR HEAD DETAIL NW SET:04 FROM AN OPEN POSITION OF 70 DEGREES,THE DOOR OF 0 3-107 STORAGE I 3'-0" 1 6'-8" A I SC WOOD I PAINT WOOD PAINT 111 120 MIN. OTY DESCRIPTION CATALOG NUMBER FINISH MFR SHALL MOVE TO THE CLOSED POSITION IN 1.5 14.SEE 7/AX-8.01 AND 6/AX-8.01 FOR TYPICAL EXTERIOR 3-108 MECH I 3'-0" T-0" A HM . I PAINT HM PAINT 112 3 EA HINGE 58131 4.5 X 4.5 NRP 652 IVE SECONDS MINIMUM. HOLLOW METAL HEAD AND JAMBDETAIL AT FIBER 3/29/2018 3-109 POOL STORAGE 3'-0" 7'..0" A. HM PAINT HM PAINT 12 1 EA STOREROOM LOCK ALSOPD NEP 626 SCH CEMENT. 1 EA SURFACE CLOSER 1450 REG OR PA AS REQ 689 LCN 3-110 POOL EQUIP 6'-0" 7'-0" 1B HM PAINT HM PAINT 13 1 EA KICK PLATE 840010"X2"LOW B-CS 630 NE 7. FIRE DOORS SHALL HAVE THE MINIMUM OPENING STAMP 3-111 RESTROOM I 3'-0" 6'-8" IA HC WOOD PAINT WOOD PAINT 114 1 EA WALL STOP WS406/407CVX 630 NE FORCE ALLOWABLE BY THE AHJ. 15.SEE 6/AX-8.02 AND5/AX-8.02 FOR TYPICAL EXTERIOR 3 EA GASKETING 46SFSBK PSA BK ZER HOLLOW METAL HEAD AND JAMB DETAIL AT WOOD 3-112 RESTROOM 3'-0" 6'-8" A I HC WOOD PAINT WOOD I PAINT 14 SIDING 3-113 JANITOR 3'-0" I 6'-8" A I WOOD PAINT I WOOD PAINT 111 I HW SET:OS QTY pOgtIPTION CATALOG NUMBER FINISH MFR ..._ 3-S11 POOL GATE 3'-0" 6'-8" A 'WROUGHT IRON PAINT 'WROUGHT IRON PAINT 115 1PART OF POOL PERMIT 3 EA 14114 51161 t5 X 4.5 NRP 652 NE 3-812 MAINTENANCE 3'-0" 6'-8" A WROUGHT IRON I PAINT WROUGHT IRON 1PAINT 16 PROVIDE LOCK 1 EA STOREROOM LOCK ALSOPD NEP 626 SCH ___.1Thrriii‘ 1 EA SURFACE CLOSER ' 1460 REG OR PA AS REQ 889 . LCN 3-813 POOL GATE 3'-0" 6'-8" A WROUGHT IRON !PAINT WROUGHT IRON I PAINT 15 I PART OF POOL PERMIT I EA KICK PLATE 840010"X 2"LOW B-CS ex IVE DBG PROPERTIEE 3-S14 POOL GATE 3'-0" 6'-8" A 'WROUGHT IRON I PAINT 1WROUGHT IRON I PAINT 15 I PART OF POOL PERMIT 1 EA WALL STOP WS406/407CVX 488FSBK PSA 630 NE 3 EA GASKETING BK ZER LLC I EA DOOR SWEEP 8192AA M ZER 1 EA THRESHOLD 546A-223 A ZER SCHEDULE ABBREVATIONS HW SET:OS WINDOW NOTES 01Y DESCRIPTION CATALOG NUMBER FINISH MER HARDWARE BY MANUFACTURER CONSULTANT HC-PHB HOLLOW CORE PRIMED HARDBOARD GYP BD GYPSUM BOARD . HW SET:OS 1. SEE 17/AX-8.01 FOR WINDOW INSTALLATION SEQUENCE MDF MEDIUM DENSITYFIBREBOARD rEA KfirTRECATALOG NUMBER 112XY FINISH MFR 628 NE 2. SEE SHEET AX-8.01 FOR WINDOW SILL AND HEAD MFR MANUFACTURER 1 EA DEADLOCK MS18606 X BACKSET 628 ADA DETAIL AT FIBER CEMENT AND AX-8.02 FOR WINDOW PRE-FIN PREFINISHED 2 EA Fate CORE 23-030 628 SCH PRE-PR PREPRIMED 2 EA FSIC CORE 23-030 626 SCH SILL AND HEAD DETAILS AT WOOD SIDING SC-PHB SOLID CORE PRIMED HARDBOARD 1 SET HEAD/THRESHOLD BOLT 4015X4085 tun Al3A 1 LA EXIT INDICATOR 4089 628 ADA 3. SEE SHEET A0.11 CODE SUMMARY SHEET FOR 2014 2 EA PUSH/PULL BAR 9190HD-18"-NS 630 IVE OREGON STATE ENERGY CODE GLAZING U-VALUE AND • 2 EA OH STOP&HOLDER 1COH 630 GLY 2 EA SURFACE CLOSER 4050 EDA 689 'CN SHGC REQUIREMENTS 2 EA DOOR SWEEP 8108AA AA ZER 1 EA THRESHOLD 65A-223 A ZER4. PROVIDE SAFETY GLAZING IN HAZARDOUS LOCATIONS WEATHERSTRIP BY DOOR/FRAME MANUFACTURER PER OSSC 2406.4 CLOSER REQUIRE 6"TOP RAIL HW SET:ot 5. EGRESS WINDOWS ARE REQUIRED IN EACH BEDROOM OW CATALOG NUMBER FINISH MFRPER 1029 SIZE AND DIMENSIONS TO MEET REQUIMENTS 1 EA WNW 112XY EPT 628 IVE IN 1029.2 1 EA POWER TRANSFER EPT10 CON 689 VON 1 EA ELEC PANIC HARDWARE RX-EL-25-R-NL-OP-CON 630 FAL 1 EA RIM CYLINDER 20-057 ICX 626 SCH ROOM FINISH SCHEDULE - BUILDING 3 1 EA FSIC CORE 1 EA 90 DEG OFFSET PUU. 23-030 8190EZHD 10"STD en SCI4 630-316 WE 1 EA OH STOP 100S 630 GLY FINISH 1 EA SURFACE CLOSER 4050 EDA 669 LCN 1 EA DOOR SWEEP 8198AA AA ZER ROOM FLOOR MATERIAL! 1 EA THRESHOLD 546A-223 A ZER NUMBER ROOM NAME FINISH BASE MATERIAL!FINISH 1 WALL MATERIAL I FINISH 1 CEIUNG MATERIAL/FINISH COMMENTS 1 EA WIRE HARNESS CON-192 SCH • 1 EA WIRE HARNESS CON-6W SCH 1 EA POWER SUPPLY P5914 900-2R8 900-88K VON 3-101 LEASING CONCRETE 6"RUBBER GYP BD/PT-4GYP BD/PT-4 ACCESS CONTROL.WORK OF DIVISION 28 3-102 OFFICE CONCRETE 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 WEATHERSTRIP BY DOOR/FRAME MANUFACTURER OPERATION:ACCESS CONTROL OR TIME CLOCK. 3-103 PARCEL SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 PANIC AND CLOSER REQUIRE 6'STILE AND TOP RAIL 3-104 MAINTENANCE CONCRETE 6"RUBBER EXT GYP BD,PT-4 EXT GYP BD, PT-4 Cl) HW SET:10 3-105 COMMUNITY CONCRETE 6"RUBBER EXT GYP BD,PT-4 GYP BD/PT-4 OTY pretPTION CATALOG NUMBER FINISH MFR Imim 3-106 FITNESS SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 4 EA IA 5881 44 X 4.5 NRP 652 NE 1 EA CLASSROOM LOCK NO7OPD SPA 628 SCH 3-107 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-41 EA SURFACE CLOSER 1460 REG OR PAM REQ 689 LCN Z 3-108 MECH 1SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 1 EA WALL STOP WS406/407CVX 630 NE LLJ WEATHERSTRIP BY DOOR/FRAME MANUFACTURER 3-109 POOL STORAGE 1CONCRETE 6"RUBBER EXT GYP BD, PT-4 EXT GYP BD, PT-4 LOCKSET AND CLOSER REQUIRE 6'STILE AND TOP RAIL 3-110 POOL EQUIP CONCRETE 6"RUBBER EXT GYP BD,PT-4 EXT GYP BD, PT-4 HW SET:11 3-111 RESTROOM SHEET VINYL 6"RUBBER WATER RESISTANT GYP BD/PT-6 WATER RESISTANT GYP BD/PT-6 OTY pcSARIPTION CATALOG NUMBER FINISH MFR 11.11.1 3-112 RESTROOM I SHEET VINYL 6"RUBBER . WATER RESISTANT GYP BD/PT-6 WATER RESISTANT GYP BD/PT-6 3 EA HIN 51181 4.5 X 4.5 NRP 652 NE . Ce - I EA STOREROOM LOCK &WM NEP 626 BCH 3-113 JANITOR I SHEET VINYL 6"RUBBER WATER RESISTANT GYP BD/PT-4 WATER RESISTANT GYP BD/PT-6 I EA KICK PLATE . 840010'X 2'LOW B-CS 630 NE Cl)EA WALL STOP WS406/407CVX 630 IVE 3 EA GASKETING 488FSBK PSA BK ZER "CC LLI I1W SET:12 ....1 I NOTE:ALL INTERIOR FINISHES TO BE COORDINATED WITH OWNER PRIOR TO INSTALLATION I OTY DEaIPT1ON CATALOG NUMBER FINISH MFR am 3 EA H 5681 4.5 X 4.5 NRP 630 IVE 1 EA STOREROOM LOCK AL80PD NEP 628 0 SCH • 1 EA SURFACE CLOSER 1250 REG OR PA AS REQ SLIM 689 LCN 1 EA WALL STOP WS406/407CVX 630 IVE 0 LLJ I EA RAIN DRIP 11A A ZER CI) it = FINISH SCHEDULE 3 EA GASKETING 4E8FSEK PSA I EA DOOR SWEEP 8198AA BK ZER AA ZER ce 0 PRODUCT NAME I I EA THRESHOLD 85A-223 A ZER CI LU (N1 amoll CNI CNI CODE PRODUCT MANUFACTURER NUMBER SIZE COLOR/FINISH COMMENTS HW SET:13 CO QTY Mt IPPON CATALOG NUMBER FINISH MFR MI " CO 6 E.A 6881 4.5 X 4.5NRP 630 IVE Z 0) CPT-1 CARPET INTERFACE PRIMARY STITCH - 102416 HEM 2 EA MANUAL FLUSH BOLT F8468 628 PIE ammo p C4 0 CPT-2 CARPET INTERFACE PRIMARY STITCH - 102417 FRENCH KNOT/ACCENT 1 LA DUST PROOF STRIKE 1 EA STOREROOM LOCK DP2 AMOR)NEP 628 NE 626 SCH u.., i o z PT-1 PAINT BENJAMIN MOORE REFER TO SPECS - 2166-10 GOLD RUSH/REFER TO SPECS 1 EA SURFACE CLOSER 1250 REG OR PAM REQ SUM 689 LCN . ›,.. _____ ......... PT-2 PAINT BENJAMIN MOORE REFER TO SPECS - 2128-10 BLACK BEAUTY/REFER TO 2 EA WALL STOP W5406/407CVX 11A 630 IVE 1 EA RAIN DRIP A ZERILI Cl:) 2 -J SPECS 3 EA GASKETING 488FSBK PSA BK ZER = 0 < . PT-3 PAINT SHERWIN WILLIAMS REFER TO SPECS - SW 7063 NEBULOUS WHITE/REFER TO 1 EA ASTRAGAL 43SP SP ZER n 03 0 SPECS 2 EA DOOR.SWEEP 8108AA AA ZER 1 EA THRESHOLD BSA-223 A ZER PT-4 PAINT OWNER TO SPECIFY - - OWNER TO SPECIFICY lima N• 17-: CO PT-5 PAINT OWNER TO SPECIFY - - OWNER TO SPECIFICY NW err:14 SR-1 SHEET RUBBER ARMSTRONG R8C26 18 1/8"x18 1/8" PUDDY/RAISED ROUND QTY3 EA EZECP'im CATALOG NUMBER 5E81 4.$X 4.5 NRP FINISH 1,4FR 652 IVE TITLE TILES 1 LA PRIVACY LOCK WITH OCCUPIED INDICATOR 11456P 17AL583-363 L283-722 828 SCH 1 EA SURFACE CLOSER 1450 REG OR PA AS REQ 689 LCN WL-1 SHEET VINYL ARMSTRONG NATURAL 6"x36"TILE MYSTIX NEVA NA921 SWEET DREAM - 1 EA KICK PLATE 840010"X 2"LOW B-CS 630 IVE # DATE DESCRIPTION CREATIONS i EA WALL STOP W5408/407CVX 630 NE WD-1 SEMI-TRANSPARENT CABOT REFER TO SPECS 1x8 T+G . RED CEDAR3 EA GASKETING 488FSBK PSA BK ZER STAIN NW SET:IS QTY RilliM CATALOG NUMBER PERMIT FINISH MFR • HW SET:16 OTY DESCRIPTION CATALOG NUMBER FINISH MFR 1 EA STEEL PADLOCKANK-KD KS72F2300 652 SCH BALANCE OF HARDWARE BY GATE MANUFACTURER HW SET:Z-MISC • • CATALOG NUMBER FINISH MFR 25 EA 5E= 9651 BLK SCE 80 EA CREDENTIAL 9691T BLK SCE 1 EA STFtATIS SOFTWARE BY OTHERS SCE REVISIONS I EA TRAINING ON SITE AND SETUP SCE 1 EA CREDENTIAL READER MT2IMF SCH ' MANUFACTURER AND ACCEPTABLE SUBSTITUTES I M 11 .-. Item: Manufacturer Substitute: / /\ / . Author Checker DRAWN BY CHECK BY 7 / \ / 11 I / \ 1. Hinges/Butts: Ives(WE) Bommer,Stanley,McKinney . , . 2. Track: Stanly e / ' PERMIT SET / / \ / \ 3. Continuous Hinges: Ives(IVE) Stanley, Pemko, / , •/ / ' • 4. Locks/Latches: Schlage(SCH) None-owner preference. STATUS \ / \ \ / N • / 5. Narrow Locks: Adams Rite(ADA) None 03.29.2018 . . , . /' 6. Cylinders: Schlage(SCH) None-owner preference. \ \ / \ \ 7. Exit Devices: Falcon(FAL) None-owner preference. DATE • • , • ' _ 8. Power Supplies: Schlage Elec(SCE), Von Duprin(VON) None-owner preference. \ \ / \ \ /: 9. Flush Botts/Coordinator. Ives(IW) ABH,Trimco 17052 . . \ _ _ • 10. Surface Closers: LCN(LCN) None-owner preference PROJECT NUMBER ---. \/ - _ _\ \-7 - 11. Stops/Catches: Ives(NE) Trimco,Hager A. FLUSH B. DOUBLE C. GLASS G. OVERHEAD I. DOUBLE 12. Overhead Stops: Glynn Johnson(GLY) Rixson SWING . FLUSH SWING SWING GARAGE DOOR GLASS SWING 13. Push/Pulls: Ives(WE) Trimco,Tice 14. Kickplates: Ives(IW) Trimco,Tice, A3.1. 1 , 1 1 15. Weatherstripping/Gasketing: Zero(ZER) NGP,Pemko, 16. Door Bottoms: Zero(ZER) NGP,Pemko DOOR TYPES . 17. Thresholds: . Zero(ZER) NGP,Pemko ©2018 OTAK INC. 18. Silencers: Ives(IVE) Trimco,Hager SCALE: 1/4"= 1'-0" 19. Power Transfers: Von Duprin(VON) None-owner preference. If this drawing is not 24"x 36',It has been reduced/enlarged.Scale accordingly. SLAB PLAN LEGEND Th. JIPA 14D :: : 0N TLEVATI1) . (113 3.4 \ \/ B PEN{NG Otak A - "tads, Inc. /\ 808 S I Third . enue,Suite 300 - --i?--i? I 62 -0" I -. \ Po land,OR 97204 1. 26'-0" 18'-8" 17'-4" •L p m. n503.287.6825 FD FLOOR DRAIN www.otak.com ii 1 I I I 1 SLAB PLAN NOTES - ` 16'-73/4" / 5'-0" *�, .'1 f �, 2'-9" .t.- - � 1. SEE STRUCTURAL FOR 372+ , FOUNDATION FOOTINGS 3./Q1 _ '� 1. \\\ \ \ \\\\\\ `, \ r BRIAN R.FLEENER s � 2. SEE CML FOR PAD ELEVATIONS • • 410,4.401,1/4 c`'n � � � 3. SEE CML FOR LIRA PLANTER ��!?,(}R `\ \\\\\ \\\\ \\\ v �;' ,_0" o ca WALL ELEVATIONS 'OF • 8'-9" FD• co r •- 4. FLOOR SLOPES AT 1%UNO 3/29/2018 lob En is �� \ c--- \ \ I STAMP it. 6'-43/4" j N \ • O 3, I"2 3/4" 4. I r \ _. �- INSTALL DRAIN FOR _. EXTERIOR SHOWER PER POOL D G PROPERTIE: \\\\ 3'-6" 4'-3" y •'-6" CONTRACTOR LLC , 1* it-- a A -----� 6"CONCRETE CURB 74, I. •FD a, FD 2 AT THE EXTERIOR SHOWER WALL CONSULTANT to ALIGN WITH SLAB • I : I CUT OUT Co 3.B — .. _ ` _ — — � r — — _ — _ — — — — — — LEAVE SLAB OUT ti \ FOR FUTURE EQUIPMENT N 31/2"., 7'-111/2" 8'-0" \\ POOL 61/4" INSTALLATION ' co I I I EXTENTS OF BUILDING SLAB r N 1 1 \\\\\\\ \\\\ I I \\ d 3-8.0' SITE KEY PLAN W TYP M 015) — *--- — ir I r� W 1 1 'CE Z \\ Ci- 9'-91/2" : .� j < CL I I - FD • --yr --'- 6"CONCRETE CURB " `r f Lirt.i. CD\ /- ... L ti N , ,: ,.-.BLDG 1_....=BLDG.,2....._..: BL'1g1 co __._..BI-15G 4 . B.L 1.6.6_.\` �e = r ce W u3 cebI \ 3 D -. \\\\ \ co CO 1 I TITLE s # DATE DESCRIPTION 1. \ • I.. 1 1 to ID _ s r \\\\ \\\ \\_ _ \ — El 1 REVISIONS 1 Author Checker DRAWN BY CHECK BY :71 1 1 PERMIT SET STATUS M 03.29.2018 I _ \\\ DATE I 17052 PROJECT NUMBER ID 1 \ II 2' 4` ,, (SIA P11.1161111111111111111111 --' A32.2 i 0 0 ©2018 OTAK,INC. • 1 SLAB ON GRADE PLAN if this drawing is not 24"x 36",it has been I reduced/enlarged.Scale accordingly. `3-2.0 a SCALE: 1/4"=1'-0" • . (� (ID 3.4 L 8x-103/4" ® �, FLOOR PLAN NOTES =- 62 -0 STEEL FENCE WITH GATE-BLACK PAINT FINISH(PART OF POOL PERMIT) _ , �2 26'-0" 18'-8" 17'-4" I. RETAINING WALL, 1. ALL DIMENSIONS AND GRIDS ARE TO FA F STUD FIRE PIT 11'-6",, 16'-3" ,, p 6'-101/4" l 2314" 8'-43/4" / SEE CIVIL CEO \ . - i 1 AND EDGE OF ROUGH OPENING UNLESS OTHERWISE 4 - .; _ F - : G" : r _ < n' •• d .R. a'- tl , i _ '♦4 _ ,: = ,- • . ,.♦ NOTED. .. ,`� O,a •' .: < • - ••Y C a. . .a.' , - • d X ., a' a _._ i •v. �,. ti _ =♦ _ a j ,y '.. „ _ `♦, .a. .4 .d.. •., a•_ .eY ., a+ 1....; 'N.. 3-S12 3-51 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL Otak Ar - ` ects, Inc. I LEGEND SEE SHEET A3-0.01. 808 S Third A nue, Suite 300 - • I CONDENSERS-VERIFY i 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE Po =nd,OR 97204 ( 5 , WITH MECHANICAL SHEET A3-1.01. mai -503.2xtak 8787..68682 5 .com_ '''�- STEEL FENCE- 4. SEE SHEET A3-1.11 FOR ROOM FINISH SCHEDULE AND ' a I BLACK PAINT A3-3.01 EXTERIOR SHOWER FOR DOOR AND WINDOW TYPES AND SCHEDULES. ;r w oy FINISH • I 1 5. SEE 8/AX-8.11 NON-RATED WALL INTERSECTION • _i A4 ,'♦; __`""�., 1. DETAILS AT 1-HR WALLS. 4 .,� ---- v - --- - - - x ROOF LINE ABOVE,TYP R 3721 m 4: AM 6. SIDEWALKS SHALL SLOPE AT 2%MAXIMUM AS SHOWN ra 8 ! 7,,,,,,1 3A o n BRtAt R.FEt� t o t- - Q I y -8 COLUMNS • 3` q - - - - _ r`s ' c%1 co ! . ...._ .. . . ...... ..._ . .. _.. A ,._,. r, - - - ASS OWN TO FORCE WATER TOM GRATE AWAY • * A 03 'k-=�1 ,_. - f 1 1 - 1 s „., „ ..._..... . ..1 d._ - . .. ., ,. i ` 7 L rc, FROM AND AROUND WITHOUT EXCEEDING 1.5% ' #��RT'LAt�ri,� ,. m . - ` 1 B 3-107 .� © MAXIMUM SLOPE. 4. x 7. COORDINATE LOCATION OF FIRE EXTINGUISHER OF 4' I I 6B POOL E3- FD FD 0 . CABINET DETAIL WITH FIRE MARSHALL AND PROVIDE -8.03 p kr 'C UL-RATED TYPE ABC FIRE EXTINGUISHER WITH 10 3!29!2018 STORAGE MECH STORAGE POOL EQUIP �,. • ' ..-i POUND NOMINAL CAPACITY AND AMMONIUM STAMP 6• FITNESS _ 07 3-10$ 3-109 3-110 n' Q PHOSPHATE-BASED DRY CHEMICAL IN a- MANUFACTURER'S STANDARD ENAMELED CONTAINER. DF O 6B ,.� - _ • 3-'106 • 18" 1 114" 01n" 18" • Q 4 I ® Lu 8'-0 3/4" 18"fv.:1 Er:-.1 � B. FOR MECHANICAL SYSTEMS&EQUIPMENT SEE r ",..4 '• .4.,,,,,,Lm 2 MECHANICAL DRAWINGS. , *. .--- ---Lrj-lit F I r.°1R1IL L El o ______-_.__ " ��-�---I r DW ---�----- i j.i •o• + 1 9. FOR ELECTRICAL LIGHTING&EQUIPMENT SEE r ____ 3-1068 I 1 1 1 1 , ELECTRICAL DRAWINGS, P R O P S RT I E: ' TV-PROVIDE BLOCKING F OP SIN REF I 1' i 1 1 1 . . , "� __-L_J t- "'1.- _T Uy- - y co �- MOISURE 10,FOR FIRE SPRINKLERS SEE FIRE SPRINKLER LLC MOISURE RESISTANT .JANITOR __ r 1A ' I i „ RESISTANT ' GYPSUM , ,/, I., R ;` `, 1 ' 11 „; GYPSUM DRAWINGS AS APPROVED BY FIRE MARSHAL - _ .._ -_. __� \`✓ _ ✓^y .•1 1 , i` 5 -0 , _ 3-113 i o ' i +. FD ? [ 1 ; 11.OPERABLE PARTS OF LIGHTING,ENVIRONMENTAL, FRP PANEL OVER 66 1 'r 1D A3-6,01 1B , 1 I\ SECURITY CONTROLS AND ELECTRICAL RECEPTACLES CONSULTANT Mk GYPSUM OFD 1 r �...__.--..__._.-...-._.._I 1. 1___i,-'-2A�w.Q" _.__ __I, - ' �.._ FD_ !___� [ SECU L.. _-1 F I I .. 2Aft 15" 48" l-..__._._._ _.__.._._. A3-8.03 NP ,. � I SHALL BE MOUNTED BETWEEN AND ABOVE 9C ;i I `, , I__�''--.____1! _2, __, 1 f, FINISHED FLOOR AND ELECTRICAL PANELS TO BE r I - 1 20 A3-6.01 2B.' _ 2 A3-6.01 2B - 3A LOCATED WITHIN REACH RANGE OF 48"ABOVE _ . ` *s � I I ;•' �IE I FINISHED FLOOR TO HIGHEST CONTROL AT GROUND .L` . -�.� I.{'.`�:� I i ' - = t 'n ti 3-113 -1, it ® C `1 r 12D MIRR m • FLOOR UNITS. , _ f I A .r A ;` `\ . 12.FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT �� ♦ -. ' �. - -.._ , 1 I'//�del _SSS/iilla�%"r�'r^^„_.,�ci.�>.r,&M./MVP .- I ..... �- �.. -. 1 •...... tom: 3.B �...� _ �__----- .--� - .__ - - DRAWING PACKAGE. 4 _ .s_. o 1 I . 10 + 8 0 AL ( i i 1 1 SWIMMING 13.SEE DETAIL 10/AX-8.11 FOR INFORMATION REGARDING •�' A3-8.03 A3.8,03 A3-8.03 �� RESTROOM 1 RESTROOM 03 POOL DECK POOH„ JUNCTION BOX PLACEMENT AND DETAIL 12/AC-8.1 FOR A3-6.0PLUMBING PENETRATIONS FOR ONE HOUR RATED r.' _ TYP i OPP 1 1 1 3-112 1 ; i 13-111 I - WALLS. 14,SEE 1/AX-8.12 FOR TYPICAL INTERIOR WOOD DOOR 6'-8314" • 6'-1" 5'-10114" 8'-91/2" --- 8'-6 3/4" FRAME DETAIL(AND HINGE JAMB DIMENSION). . I - COMMUNITY I r STEEL FENCE r___________ 3-105A - • -••• - AND GATE-BLACK I 3-105 I . PAINT FINISH i i ti ,. I i r.. N-PROVIDE "' I 1 BLOCKING . I-. ) CO 4 3-4.0 A3-8.03 A. 1 A3-4.12 W . Ate,, ® !_ 1/4" IPPP 3 SITE KEY PLAN • 4 'Vr i MOISURE RESISTANT 1 10 • • ; GYPSUM IN ALL WALLS • ; ; i . 1 -` OF MAINTENANCE A3-8.03 A3-$.03 EC Z (§) _ ROOM 1 r•--•• i TYP • k__._....._.......... v_....._..__...__ i > 1 c t,..!,a a n.R+±.4.A.s.}.9.q.t�ll6pt_1N2 ! a.-. F 1 «..i 1 1 1 t k i -�y !i ' - y. �Q r / +� l °CC in A„ , 3 0 o I 0 o11:1 \ /� A N Aikk , A , t \.,.-, o, ® ti I I ` r STEEL FENCE WITH GATE ny " �' 4 A \ / ( A3-6.0 A3-8.03 �`''- -BLACK PAINT FINISH �`'- ,. < % '',•----- / a< ft 3-4.1 / I 't ' 1 _..___._____.____._ (PART OF POOL PERMIT) \ / i --- I I 1 Y •y . �`• BLDG 5..__• / v / I K , t A3-3.01 2 / \ MAINTENANCE Ax-s,,1 1 • A3-8• Alk ;,i� ; ...._._.__. I N L.L. 1 i Y N 3104 I � ',..,4 iElkIIEZ;ii E / - -� ..- �/ CHAIN DOWNSPOUT h \ ;...BLDG 1._'. BLDG 2._._- L 6 ._...._.. .___......._-_.... G..6-.': ` B , B�,DG 4 ' BIZQ 14 i i / 8'-3" . N 1 10'-8" '' BLACK RIVER PEBBLES, ' O r.- A3-8.01 _ / \ . .".` SEE LANDSCAPE PLAN ._,.....E_....._,._...__., .._...t_._._s.a._.__.t.=._. ._.x�.a__ -_.._,.�_..,.._._t..._..f-.__ .t.._3...�..__...._R..�,. �._...�.._ ... �+I MI ,,_,t. _ _ _ _ _ _ _ , 10 `._ iir■ 1 ' A3-8.03 -" A3-8.03 1 A3-3.0 A3.4.11 E 1 3-104A :-. CHAIN DOWNSPOUT s . r:;.t III LJ ril = s-- 25 c : PLAN LEGEND TITLE 1 B - - # DATE DESCRIPTION -- --____ WALL WITH MOISTURE _ M; OFFICELi , .,:„ 3 - RESISTANT GYPBOARD ` 1 3-102 I ` 2 A3-6.02 A3.4.,2 COURTYARD •_�.-- - WALL WITH FRP.INSTALL FRP UP I?; r- SEE LANDSCAPING PLAN -- PARCEL TO 4'-O"HEIGHT WITH MOISTURE - RESISTANT GYPBOARD ABOVE. '` 3-1037- - k ::-.---. 1._o i •i:- 6Bo ' . • - ,. . _ _ _ ; * -- M� °&°_ REVISIONS _ _,.,._,__ _._ i 3-901 C i 1 i 1 B try 1 i 1illiii AI 1 ! jJ3-b0 ) I A3-803 A3803 •1 Author Checker • DRAWN BY CHECK BY 2 --___--. L . �_ LEASING ET co 3-4,0 y;' , STATUS 3-101 ( - :. , : J 03.29.2018 zo ', , DATE 17052 `.;. -_ 6'-0" or or „.---1'-0" PROJECT NUMBER 'l0 2 4 8 (s" _ ,,,,. , . A3.2 . 0 1 .„, ., ,,: ,i, i ,,,,,.:. ,,i,---,---:::._„::: AlakkA3.803 1- • pm,...e-, •. .®. � � .® 41) r--2 6- - - -1-- � � Q 2018 OTAK INC. .w.•y' ., ..,i `,�`< ;..yY f-.y. ,v .r.Y., �`�t�. =:.'.%_, r:ih;.�iw .W:.S ;�.:=✓y.`: r,_,. 1 A ► 1 lB 1 FIRST FLOOR PLAN " I i 2 /f this drawing is not 24 x 36;It has been A3.8,03 `----- reduced/enlarged.Scale accordingly, A3-3.0 `3-2.0 SCALE: 1/4"=1'-0" • • ,. . 3"4 RCP LEGEND 3 a • 1'-6" SPOT ELEVATION-ABOVE REFERENCED LEVEL 1 Oa I �► I I�VP 0 HORIZONTAL ASSEMBLY Otak A i - ts, Inc. DROPPED GYPSUM 808 S ird Ave e,Suite 300 ' • CEILING Portia OR 97204 L EQ I. EQ EQ EQ ,, EQ , , EQ EQ , , EQ EQ 4'-8" 4'-8" main 3.287.6825 I r .L.' L , , �► ,rl,� p ,z1 METAL COLUMNS WITH ' EXPOSED BEAMS,TYP .otak.com _ SEE STRUCTURAL SLOPED GYPSUM CEILING L 4'-0" EQ EQ * EQ EQ .0 4'-0" I, ATTACHED TO STRUCTURE r- :a . TONGUE&GROOVE SOFFIT e.. I., 31 1,,, `3.A — — -" ; - _..._ .. . . _ . _ _ _ BRI .> II II II .�� II .III II II II 1� . I I 1 II III I II 1 I I I I II I I 1 4. �. I LIGHTING FIXTURES 1Ad A • o I I FITNESS 1 STORAGE w I I w CEILING SURFACE MOUNTED _ ) VILMA 4R `o 1 3-106 a 13-107 I-- a OF �. 0* - I - i I �r �- - ` �- - I - - �- - I- - �� - -�- - 1.- -�` � RECESSED CEILING 3/29/2018 I__ POOL I I (.4•1�`� - - Ir - - - - - - a I MECHSTORAGE I POOL EQUIP ff STAMP E R4 3-108 I R4 3-109 FR71 3-110 LU WALL WASHER 0 4 • , 1 I SURFACE MOUNTED LINEAR `" 1 I 1 -- EQ EQ EQf f •. : . RESTROOM -' ' -RESTROOM, _ PENDANT LINEAR t ..r"-L'ir--Lrl_,:,LL) o . -- W W 1 I � _ I 1 1 3-112 I • ;1 3-111 I. `---1 0 PENDANT FOCUS FIXTURE P R O P E RT I E c:�� 1 • _ I '_ - , ,• • - • - - _ Y•• ,- LLC � c� ..__ _ �' ) _ _ _ _ _ . . . . . - . _ 8 -0' FIRE LIFE/SAFETY 2 1 -61-- - - ) E- - - . ., . . . . _ , .. ,, , . , . .)EE )11: to o o 7'-10" 4'-0" 6'-10" ' ' - EXIT SIGN CONSULTANT . Y 1 i'n __ JANITOR Si w t '�•� w EQ EQ ' '; EQ -,EQ _ A FIRE HORN/STROBE ra I 3-113 I al I —. - - �, I •,• _ : . ::• L C1 ' (; :q . • O SMOKE DETECTOR 3.B , — — _ -4-► -- ,� �"I:�.f.,,,_...__—�r�, _--�� _klws.11la�� IJ�i.�\—I��,N=�� .,�� .. -}.. � r .-�. I - - t .. '`_ .... _ -- _ - - ��,j "� MECHANICAL EQ ,, EQ EQ EQ EQ EQ ,, EQ , EQ r 1 1 1 1 w SUPPLY AIR 1 '1 1 2 2 1 - w - RETURN AIR 2'-0" X � I 1 1 1 1 _ 1 i - � ) �C� / .� •3-8.0• •3-8.0 --) EXHAUST I A±E----- I I ----)± 1 ) ("--- 1 , El 1 1-17 1 EXHAUST-WALL VENT 1 SLOPE 1"112" COMMUNITY -_ f f I ► j.,(1 I 3-105 1 1 1 � �1 ; 3E __.... W )8( ___ l —1) +— 711( 0 1 ) f ----+ 1 Imo-- I I I BEAM PER 1 v _ H 3-4.0 ; STRUCTURAL W b: 1 Z CO ---4)- ----g g---- • .) E ----g 'Ii 2 \.1 I I I 12 IPIP -4Z CD A3-4,11 Is-Ca' } 1 BEAM PER {, STRUCTURAL a - N Ic q W SITE KEY PLAN W OVERHEAD GARAGE ' EQ EQ EQ EQ ......I DOOR,SEE SCHEDULES I''') --� ` - , 1.1i. - d LU - • _ Yom. j. 1. I . 41----1•7,-,,. yI--rarArr in i- I' — -1' II I I L., L= i _W irlim (..) ` ' R4 ria It i 1 4,I I / ,- '•Q d III < LU 4 `ca I \ / SLOPE 1"112" --� -I r 1 I H '•,� �- / \ / ♦' - I III W r' `;O• ''� ~^ .4 : '-`✓ 1 < '\■■w/■■ \ / i2 .. ,� ' ,f,,- , -. .,-, .4 BLDG 5.... [ 0 �,,4� n' \ / MAINTENANCE I I 1 1 I ,--- '� Li. �---� 1 / \ a SLOPE 1"112" • --.f. ..... W 3-104 EQ 5' 51/4" L EQ EQ -�+ -r` C 1 W W / \ - C METAL GUTTER AND CHAIN DOWNSPOUT ,'L`("y r Y N 0 , / • \ I I , 6'-1 )112" r 2 .` 1,,...BLD.G,.1--'_=`BLDG: BBL-- _ •. .-_ 5 )2i LING BIQG �� f� �•/ i i 11. = O z -, . METAL GUTTER AND CHAIN DOWNSPOUT • UJ co ce Li CD 1 _i EQ EQ ,,i. EQ EQ W I .1 53 6 3.D — — — - .- — 1 _ 1 I- � o • `f ; : ' TITLE M $ -0„ ---:--ii _ , / • ,- . -, w .• i I I �' >. •_ `' - i .A. # DATE DESCRIPTION % "- i I .f• • ; • .PARCEL OFFICE, • ,, •'- _ I 3 . a �' a� � ( A3-4.12 W ICI i 3-103 I; -'.� 3-102 ,• • • . , " . =��:. -f I I 1 UJ EQ L. EQ:, C1 _ W I 41? _ 0• t 1 0 0 REVISIONS ;T 1 JaC laC ;^( a : -I - - ti METAL COLUMNS BELOW WITH EXPOSED BEAMS,TYP I Al- SEE STRUCTURAL • Author Checker 2 I o o LEASING -c7- f ( DRAWN BY CHECK BY 3-4.0 I SLOPE 1"/12" I I PERMIT SET (...4I-t.-- - - - ! 3-101 `ISTATUS • , c a o 03.29.2018 DATE C1 ;, . 17052 W II I © I i I 1 Q I PROJECT NUMBER I _ , ED _ _ , _ ri I I I i , , , , , 1 i , i i 1 1 I (AIIIIII • ; 1 1 I ®2018 OTAK,INC. I A3-2 1 1 . 1 REFLECTED CEILING PLAN >fthis drawing is not 24"x 36;it has been . � EQ 1 EQ 1 EQ � EQ reduced/enlarged.Scale accordingly. A 3-2.1 SCALE; 1/4"=1'-0" . % q c. . ELEVATION NOTES _Mr1 1. SEE BUILDING FLOOR PLANS FOR DOOR TAGS . 2. SEE THE SHEETSCHEDULES. A3-1,11 FOR WINDOW AND DOOR Otak Ar e ' "cts, Inc. 3. SIDING TYPE, REVEALS&BUILDING COLORS SHALL WRAP AROUND CORNERS INTO RECESSED AREAS 808 SW hird Av= ue,Suite 300 UNLESS OTHERWISE NOTED. Port__ d,OR 97204 3 4se el OD main 03.287.6825 4. SEE 8/AX-8.03 FOR TYPICAL SEALANT JOINTS. vw.otak.com 5. SEE 6/AX-8.06 FOR TYPICAL ROOF PENETRATIONS. C I. 17'-4" C 18'-8" 26'-0" f 6. SEE SHEET AX/-8.11 FOR DETAILS AT ELECTRICAL il '_.,_.1td 4 '1 '• 1 LIGHTS,COMMUNICATION PANEL AND EQUIPMENT. , ,�,• 7. SEE 7/AX-8.05 -8 05 FOR SADDLE FLASHING DETAILS AS BRIAN R.FLEENER Ir.1 3-3 " 100 3/4" 4, �, ©` NEEDED. ; T&G CEDAR SIDING • ® 8 PSEE 6/AX-8.06 ENETRATIONS.FOR ELECTRICAL AND MECHANICAL %MAOR _ _ TO ROOF BUILDING 3� 9. SEE 17/AX-8.01 FOR OPENING WEATHER WRAP DETAILS. OF CI 181-8 1/2 FIBER CEMENT 10. DOORS INTO ELECTRICAL ROOMS SHALL BE MARKED 3/29/2018 PANEL SIDING � -' ALUMINUM PANEL TO WITH A PLAINLY VISIBLE AND LEGIBLE SIGN STATING STAMP MATCH STOREFRONT "ELECTRICAL ROOM." SYSTEM METAL GUTTER ; i r ._ j j --1- - -1--L-1-�- - _ �� -� ALUMINUM 11. SIGNAGE TO BE MOUNTED ON ALL FIRE DEPARTMENT STOREFRONT SYSTEM CONNECTIONS SERVING AUTOMATIC SPRINKLERS, - t -{ - - --! STANPtPES OR FIRE PUMP CONNECTIONS AND BE E \( VISIBLE FROM THE PUBLIC RIGHT-OF-WAY.SIGN SHALL I iDESIGN PRESSURE OF FIRE PUMPS WHERE 1 I i 1 .� � J �a _._? ---- {_--- _ _, -___- _ -___ __ __._. __.- _ _j _ _.._, __ __ _ ___-� �..,_' 1 PROM ED. I �. � � - --- � - PROPERTIE. COLUMN PER 1 I ! STRUCTURAL I 1 s ! 1 + . _ _ 11 0 POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM EXTERIOR _ _ ; i j , -; _p6 -? THE STREET.NUMBERS SHALL BEA MINIMUM OF 4 i i 1 ` i ' SHOWERHEAD ; I ' I ` � - { I . .}.; ! INCHES HIGH WITH AMINIMUM STROKE WIDTH OF 0.5 AND CONTROLS # I - i I I I i:- 7.1- INCHES. CONSULTANT 3s -� 13.SEE 4/AX-8.07 FOR KNOX BOX DETAILS. 5 ( , ; 111 / .«'.__ ^ I I j \ I 1 \ O a.. I I / a CONCRETE 11 (''' ''' , (Ill '/ / 1 I I I ; / / 1 ; -8 -._ ,• -=1 ELEVATION LEGEND COLUMN BASE III� ,� /' 1 , - 1 1 { 1 /, - /, 4 i- i _ �� -44 1-1 PER STRUCTURAL 1 _ -� /, 1 . , /� -- -- - 1 \ IIIIIIIIIII �` � �r_i I ; VERTICAL WOOD SIDING-WD-1 1 I I \/ / / ) '`"� -' L 1-r _GROUND LEVEL _ VERTICAL FIBER REINFORCED ,__,_ p'_0" CEMENTITIOUS PANEL SIDING 12"X 48"STAGGERED-PT-1 • STEEL FENCE WITH METAL DOOR,TYP STEEL FENCE-BLACK 18" STEEL PLATE BASE GATE-BLACK PAINT PAINT FINISH HORIZONTAL FIBER REINFORCED WITH FRAMING DOWN CEMENTITIOUS LAP SIDING W/6" FINISH(PART OF A3-3.1 I TO SLAB,TYP BUILDING 1- -_--.__..._� POOL PERMIT) N'-"'" BASE EXPOSURE-PT-2 I FIBER REINFORCED CEMENTITIOUS • PANEL TRIM-PT-3 11 WALL MOUNTED BIKE RACK FDC FIRE DEPARTMENT CONNECTION SEE EXTERIOR FINISH SCHEDULE FOR FINISH INFORMATION. 1 CLUBHOUSE EXTERIOR EAST ELEVATION CO co •3-3,0 SCALE: 1/4"=1'-0" Z Z _O • SITE KEY PLAN W ~ 111 3.A 3.B 3.D411? 411) ,,, ,,,: :.,___ � M < "Q ,,,,,,,„,22 EL w'f ` ` --1:0 / FE 2'-1 1/2" ;---.„ , 17 -0" 20'-71/2" 14'-1 1/2" 9'-7114" 13'-73/4" ---2'-1 1/4" QWr 'Y r , -BLDG 5.•. / ,. 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I DRAWN BY CHECK BY 1 1- : Y,H .;; : nnunn dnI nnnono nnlmV l / , / l I 3 GROUND LEVEL A - - p'-0" PERMIT SET STEEL FENCE AND ALUMINUM STEEL FENCE AND AM ® STATUS GATE-BLACK PAINT STOREFRONT DOOR GATE=BLACK PAINT A3-3.1• AIX 03.29.2018 FINISH A3-3.10 FINISH `', A3-3.14 �/ INSULATED GLASS `----" DATE OVERHEAD GARAGE DOOR 17052 PROJECT NUMBER A3..301 0' 4' 8' 16' ■ PIIMIIIIIIIIIIP.I.111111I 0 2018 OTAK,INC. 2 CLUBHOUSE EXTERIOR NORTH ELEVATION If thisdrawing isnot 24"x3s,ithas beet? reduced/enlarged.Scale accordingly. •3-3.0 SCALE: 1/4"=1'-0" ELEVATION NOTES • 1. SEE BUILDING FLOOR PLANS FOR DOOR TAGS • • • 2. SEE THE SHEET A3-1.11 FOR WINDOW AND DOOR , :;: SCHEDULES. ilID 3.D4111? 3.B 3.A • 3. SIDING TYPE, REVEALS&BUILDING COLORS SHALL utak Architects, Inc. WRAP AROUND CORNERS INTO RECESSED AREAS 808 SW id anus,Suite 300 UNLESS OTHERWISE NOTED. . Po •and,OR 97204 • mi 503.287.6825 • 79'-2 3/4" 2'-11/4" 13'-73/4" 23'-83/4" I. 20'-71/2" 17'-0" „---;--2'-11/2" • . 4. 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'TITLE MAILBOXES TO BE o o -T -)_.• WITHIN ACCESSIBLE I 1 1 1 II ,1 # DATE DESCRIPTION REACH RANGE 15"-48" o e I ,F AI 9 00 •3-9.0 R3 A3-9.01 ROUND HSS MAILBOX CABINET o 0 10 �` w COLUMN 1" (DARK BRONZE A3-9.Q1 1"112" II' TY FINISH) ° --. 114"STEEL TAB %- t ‘- ) . 3-9'0 POST MOUNT MAILBOX TYP SEE 8/A3-9.01 .,., WELD TO HSS �,,•'► PEDESTAL TOP V TOP OF BEAM I i PARTIAL HT WALL STEEL ANGLE i ��'� � PLATE O s - t) : PAINT BLACK) MAILBOX SEE ` �/ ( MAILBOX / NOTE: 10%OR N �� I PEDESTAL \�```�.�� co 8/A3-9.01 ~ `1,,� r / MAILBOXES TO BE 1x4 VERTICAL 'N ^ o. c, _ REVISIONS CEDAR SIDING "�'"';'' L - " - ` - - - - \ 1 Z 13 m ACCESSIBLE 00 -1 BASE PLATE AND w 5. A3-9.01 ' zo O „ c � ANCHOR BOLTS C PER MFR la Z M I ~ w IA3-9A1 g HSS COLUMN,SEE Author Checker U 2 __. ___ ____ ._ STRUCTURAL,TYP SOG SEE a HSS COLUMN PER I ! -_.--� DRAWN BY CHECK BY STRUCTURAL a. 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TYPICAL ROOF CONDITIONS SHOWN-SEE ROOF PLANS .. --_,,-- - , - -_ -,. • , . • FOR ROOF CONFIGURATION AND PITCH. , 2. SEE A1.01 AND A1.02FOR ASSEMBLY TYPE „0:44:00-:-...„4"0:' A, ','!.:,-.:2•,: DESCRIPTIONS Otak 4 rchib. ts, Inc. 3. SEE 9/A8.11 FOR OUTLET BOX DETAILS. 80: . Third Ave e,Suite 300 4. SEE STRUCTURAL DRAWINGS AND BUILDING Portia •,OR 97204 4.D • 4.D 4.D main 3.287.6825 ' . ELEVATIONS FOR ADDITIONAL REQUIREMENTS AND ; INFORMATION NOT SHOWN HERE. 'vomrw.otak •m 5. ARCHITECTURAL ELEVATION OF 0'-0"IS ASSUMED AS THE TOP OF SLAB ELEVATION FOR ARCHITECTURAL . , 9 DRAWINGS. SEE CML DRAWINGS FOR ACTUAL il I ' -8.06 I . • BUILDING ELEVATION. 4 `4'._41)10 , . . , ..- -- - TO HIGH E,..m' ., TO HIGH RO _F__ . 3720 -r- - 1-- . 44'-0" "" , . ,, •'IAN R.FLEENER , " • • %RIM%OR I . .....,..........-•.•'"'Ir Ai_ I I • . . . 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BRIAR R.FLEENER g'- Ca TO HIGH ROOF • " Allk 44 -0 %KUNO,' OF 0 PROVIDE GYP BRD DRAFT I , -8.06 STOPS BETWEEN EVERY 2 I I{ 1 * NI I II j�) 1 ilt 3/2912018 UNITS PER OSSC 708,4, OVER-BUILD _ -- L = STAMP AND 718.2. . — SEE ROOF PLAN FOR CRICKET SEE I ' I Alik LOCATIONS ROOF PIAN t -8.06 TO LOW PARAPET _ i TO LOW PARAPET _ — __ — iii 39'-10"� — _. — _ _ ; 39'-10" N { �- � __ _ _ _ D PROPERTIES I , LLC S P1P S VIIP,11919Aft/PIP Y. ♦�`� _ t ,4100" -8 0. ; 11'��1 LEVEL 04 TO PLATE _ �, ' ! LEVEL 04 TO PLATE CONSULTANT _.. ,.__.._.._ _ ..._ ... 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TYP 3 STAIR PLAN LEVEL 03 6 17 2 111:, 14 • -5.0 _�j 0 SCALE: 1i4 = 1-0" w AX-8.20 _ SCALE: 1/4 - 1 -0' ix FLOOR 1_, _' BEYOND STAIR Et AT B.O. - F2.1 BEYOND WALL -- N _ (DASHED) a' - 3.,,1 STAIR �, I LEVEL 02j� 1 9'-3114" - - - \1 ♦ I LEVEL 01 TO PLATE © 1673 cr)c7 Q - _ 1 _ j 8'- 1 3/4" 1 i i ct ;.; DISCHARGE SIM %rx I 1 " AX-8.01 �� ry 'I SIM TYP REVISIONS IDENTIFICATION / - -- I `� ''FIFj GATE-SEE • i ::- t I I,; ,,, °1 141AX-8.20 4 i in Q g I� `•,„ ,,,,,,,, m = -, ! -�21 STANDPIPE-TYP ! z I.1 Author Checker Ep i BASE PER °' 1 8.20 I _ I \ I EXPANSION _� w AX 8.21 = 2 DRAWN BY CHECK BY i, ---2ri -- JOINT COVER rii_ 8SCHEDULE TYP 1 ® AX�.04 1 2 1A Ell 6, , PERMIT SET 1 �„ �� -- ` - GROUND LEVEL STATUS -.ImiaT STANDPIPE-TYP PEDESTRIAN % T 0 0 - .•..• i � i I- 03.29.2018 1313-- - , BRIDGE • - 1 , -I , 1--.1 ---____ , ;..•. .�i-- 1 • 11 6 �. $'-0 1/4" 1, SLAB SEE THICKENED I '' , I_ k 1 1 i I I , ; I •-t �` - DATE AX 8.07 I..____ ( _ _---I _-, • STRUCTURAL I 1:::-.7 I 1-----_. _f--1 I ---_ 1 1--- ( - .. 1 -=.I I _ '"7 11- 17052 H H:i � .....1 1 T_.:1 I k---1 1 1_-:I t 1-_-:=1 �I.__- I I:"�==1 1 I-_1 1 I:::� I ' PROJECT NUMBER ti �_ 3` : III 1 I !I 1 11 I _ 1 THICKENED SLAB AT i..l.., i - I I I STAR BASE SEE Aill - w j- I STUCTURAL '-..- . 1 _ AX665 . 0 1 ©2018 OTAK,INC. s LEVEL 03 AT BUILDING 2 7 LEVEL 01 AT BUILDING 2 5 STAIR 01 ELEVATION 6 BUILDING 4 - STAIR 01 - SECTION lfthis drawing isnot 24"x36"it has been reduced/enlarged. Scale accordingly. " 4 SCALE: 1/4"= 1'-0" • -5.0 SCALE: 1/4"= 1'-0" •■ -5.0 SCALE: 1/4"= 1'-0" -5.0 SCALE: 114 = 1-0 -�j,Q . k, • SL (T2) STAIR GENERAL NOTESOta 1. SEE A4-1.01 FOR ASSEMBLY TYPE DESCRIPTIONS F3 SIM W/ADDITIONAL (2) SEE RI 4: • LAYERS 5/8"TYPE 'X' GYP SECTION 2. ARCHITECTURAL ELEVATION OF 0'-0" IS ASSUMED AS 13' 7" THE TOP OF SLAB ELEVATION FOR ARCHITECTURAL RI 1 IP CLEAR WIDTH CORRIDOR _v__:_,_ STAIR 2 _ BUILDING ELEVATION. Otak A CLS, Inc. • _ �: .,�. _ .-,..„ -, DRAWINGS. SEE CIVIL DRAWINGS FOR ACTUAL 13'-7" PEDESTRIAN --f SIM WIADDITIONAL 2 ` .«.i l 808 S hind Ay; ue, Suite 300 SEE /5 • CLEAR WIDTH BRIDGE PLAN n { ) rr:._ s r. 3, HANDRAILS TO EXTEND A MINIMUM OF 12"AT THE TOP Portl_ d,OR 97204 I k LAYERS 518"TYPE'X'GYP `- I OF THE STAIR AND THE LENGTH OF ONE TREAD AT THE main p03.287,6825 /© I j / / BOTTOM OF THE STAIR, SEE DETAIL 5/AX-8.20 \ I © r' 4. HANDRAILS TO BE 3'-0"ABOVE STAIR NOSING SEE �uw•otak.com I AX-5.02 � � I - _ . AX-5.02 II , ..ifee, 1 4 DETAIL 8/AX-8,20 .i. . _ .._ :. 4x WOOD T&G DECKING - \ 5. SEE STRUCTURAL FOR STAIR AND LANDING FRAMING ` ; '1 SEE STRUCTURAL SEE ! SOLID WOOD 1 y; t --Jr- . . �rI i. i w I 4 • PLAN MEMBER, SEE . Ld • -� I STRUCTURAL6. SEE 15/AX-8.20 FOR TYPICAL STAIR IDENTIFICATION X72{►O 0 2 (2) LAYERS TYPE (2) LAYERS TYPE SIGNAGE DETAIL BRIAN R.FLE1 R4 I - 'X'GYP BOARD 'X' GYP BOARD .. , DISCHARGE _' © °O I CORRIDOR CORRIDOR ; 0. t a _,..01000,:1091: % ih,, Otak nits, Inc. 808 S hird Av ue, Suite 300 Portl d, OR 97204 maii 503.287.6825 •ww.otak,com .4 1 s .:, .:, . 3720# ' eA BRIAN R.FLEENER- _J 4- SHIM MAG PORTLAND,OR y�r HOLDER AS {� _-- !_ REQUIRED OF V MAG HOLDER - �____ 312912018 BACKING PLATE , STAMP FOR POCKET CLOSER 1/4"STEEL - SEE OR 3/4" PLYWOOD PLAN SMOKE DOOR- FINISH PER - 11- SCHEDULE SINGLE RABBET DE1G PROPERTIES HOLLOW METAL LLC FRAME EDGE MOUNT 718" I §'LT CONT. HINGE -LA L g CONSULTANT Li ELEV DOOR I > w © PER MFR � � PENTHOUSE ELEVATOR MECHANICAL 4 __'! HOIST VENT EQUIPMENT PER MEP • 503 • -5'03 ~ CORRIDOR ELEVATOR HOIST BEAM SEE SHAFT STRUCTURAL n MECHANICAL - j i EQUIPMENT PER MEP ! TO HIGH ROOF j_ - _ - - _ TO HIGH ROOF TO HIGH ROOF- ! 44'-0" 44'_0" T - 44'-0" �MI _ 106ELEVATOR FIRE DOOR DETAIL �. IH.----i- !. , iAX-8.06 �13� 10 - �.r:: �; J i V 13 AX-8.21 ' -5.0 SCALE: 1" 1'-0" #' • >r ,F . F AX 8.06 ? WV V AX-8.06 , SIM R1 :`'- 6 - - - _ TO LOW PARAPET `' - - - ti TO LOW PARAPET T •_ TO LOW PARAPET ( 1. - 39 - 10" 1 39'- 10"� AX-8.21 39'- 10" l ' J f i '. �,.-Y = I - .` .{. ..� •^'y.r,..-i.-! 1—i,•—•• ...� F �/ ^• rr t I, j f .`.''. F r'i {` T. a: :c ( ,. PRE-FINISHED .-yvh., %', --. I �: . �i :?..el,-- „I ._.._. -- - _ LEVEL 04 TO PLATE - - - - - - LEVEL 04 TO PLATE METAL GUTTER s' LEVEL 04 TO PLATIn E "'' - 35'- 10" n^ 35'- 10” _'� . Z Z 35'- 10,r V ® ". ® HEADER SEE i W Cl131 HOUSE BEAM PER 6 f • _ ..„ STRUCTURAL STRUCTURAL, (n . r BELOW i -;: 0 Cn CORRIDOR06 - UNIT UNIT UNIT CORRIDOR I UNIT T.. _> • -- - ,� ., _ . �' PENTHOUSE �;'- �- ,_= ELEVATOR VENT I_. YLU - ;' PROVIDE MIN 3 SF I - Z F2 FREE AREA F3 ______ F2 F2 :_- F2 2 CL. ' LEVEL 04 LEVEL Q4 8 0 2T-9 112"� - - - - - - - . _.-.__tet _ r: l 27' 9 112" rYi ini'r 4 .. Y >': - " ,.. LEVEL 03 TO PLATE ;C`i.< LEVEL 03 TO NN , LEVEL 04 �1 :> ,,.. - ,.;,f� ,, - LEVEL 03 TO PLATE - 1� - ', - I� 1 ._ 2T 9 PLATE J 26 -8 26' 8 1 I 71 I 28 -8 et U 21 :,Y -5.p3 i I IiiH ® 21 m I I z <' 3/4"/12" Om Q CORRIDOR K UNIT UNIT SHAFT - UNIT L_. ......... ...._. ....... .i I.._- ...-. ... . .... W <,. UNIT W MECH �; < V �; r:_ Y CO RI W 6 i -•' Z y K;. DOWNSPOUT a ---t- I Q M ozs ® F2 -82 AND SPLASH F3 '.. - ^ i_.-, .i r, F2 = N F2 F2 BELOW BLOCK I r'7 I. .I , „� N LEVEL 03 - _ LEVEL 03 ;J._- . _ -- . I _LEVEL 03. r` _ `` p Ce 1 18'-6 104" - - - - - 1 18'-6 1/4" w : : ) -.,.._... I ! : 1►, 18'-6 1/4'r W C3) rd t y rt,; II - _ LEVEL 02 TO PLATE _ - • _ 1 ..;7::':, LEVEL 02 TO PLATES >_' 1 r -..,t '''. __LEVEL 02 TO PLATE O 7- - 17 5 O 15 r�. 17' S d7 `' © AI& co - {z. AX-8.,1 ��' 2 ELEVATOR ROOF PLAN X.8.21 �'' r TYP TYP j I ! wpTYP W , C TYP I r -5.0 , SCALE: 114"= 1'-0" '! O Q W CORRIDOR �` �_ J CORRIDOR UNIT UNIT UNIT I ! ELEV UNIT W :=;':_ D NOTE: NO SMOKE•....:,•, -,. , ::'. e TITLE '' DOOR ON GROUND e - ,„ i f ® F-21I712 r' 6'-5"CLEAR Yi F2 Fin LEVEL, TYP ;► I # DATE DESCRIPTION _' VERIFY WITH MFR _ �" _ LEVEL 0_,_,2__s - - - LEVE 2 _;i �_ LEVEL 02 Ap lime L O �. - - 9'-3114" : _ 9'-3114" __ 84"x24" r- , - 7 I 9'-3 /4rr J:rfs�.�;�;x x., ...s,•,'rzx,;. .:` 4 Yr �.._:,r:r LEVEL 01 TO PLATY FIRE EXTINGUISHER 844 AMBULANCE • _ , I�'1�, N'-i:P ,,= , - 7S,' ,. - - - - rY r;' - '` L EL 0 _ O E CABINET-TYP,-,' .''' STRETCHER p L •_ `IE :,x: r.- ;, LEVEL 01 TO PLATE LEVEL 1 T PLAT 4 '- 131 " 8'__ r, 21 ;,•` ,` . 1 � w 8 4 1 314 �.�,�. �_- :�.;�,": I L_ . � 8'- 1 314'r :-.:-;: -A--;*.- _ - CD _ _ f .11 r• r - - _ ' UNIT • UNIT : _ iii r (il -, .. =__._ ; UNIT CORRIDOR UNIT - _Iii ' � A; I w CORRIDOR r- I _ � ® / i "© CORRIDO ° / / I I 6 i I AX-8.21 -8.29 .a s>,t- =,i� / / I J ~ ` ' --1 11 I - -------E TYP ;_. TYP �-• ; I :_= 1 �' t;=. I ! 'I / ELEV Ij N. > t IJ AX-8.21 REVISIONS F1 F1 _ 1- 'cp;'' -r _ I ii) / 1. . I co cx 1 1 - -- ( J I _ -GROUND LEVEL - - f ' 1 GROUND LEVEL -5 03 X- q I I ) / I w u ---� 1 / I._d' I u GROUND LEVEL 0 0 0 0 r _' � '� r r, -� I _ v r ,� i o -a ��z -1;;_4, 1 i I!b !t!, r is A i' 1 L It ` _ Author Checker .1 .-- .-_.,_: .c . ....: �'I t n .. .i- ._ !=-a I'' i! 1,-^ 1=l= r1,= Ir ''mtt' --- . i { P„-TT-7:11:-.7:11-17;:,_ :, ..: AX�.21 i`L 1 i 3 , .:_„ ._(. _it ., I it. _. �:: ir.liiiirli I c : i I DRAWN BYI.J -:I. .I._, . .1 Li t� _1s-�#. i.l.. I . _ . 1 . g �T;� 1 ' ' 1 7.-- r : k._ - _ n gill CHECK BY ._rir� i= .r:_��. .srrrY_.r�rr., •Ir_ �. •n -:+rte,�m` rrr�!�,nn .__nn !'I Vii.:-,�T ,! Is"1s r. ff' "-i.� ti :,,,,;,,N!i!lir:i;T:d_p; .• �iF==, u.t NOTE:VERIFY -l A*gt- i i f_ r �' J~ II�- I ir, ELEVATOR PIT AND PERMIT SET Ail j 1 21 I I I 7 ' ` ' , t - - r -,T: �_ 4' 41al ; a SUMP SIZES WITH ! i1..;!�-.� STATUS -�21 �Ir T ---� _ , .� T MANUFACTURER. gli 1 STAIR 1 AX-8.21 .. ;� - ; .. __ i; ;i _.1 1 ._, i fiE- .!E- 03.29.209 8 n C!''" , d. �-i�.-• - J..,� • -.- ^yt._I#'-t DATE • -8.1 I I r i TYP li II /}�• -?;'. r .�l T , ._ . �} a „ WATERPROOFING 17052 I:._.. �w I�='I �I �_!!k-•1 ;_-gyp��I;°t- � 1 � '�!o _,!!_!ri=- � , ! - rz—!r� 111E !!` �; Z _ PROJECT NUMBER _ �_1,ri$.__. -. . ='�j- . !agih 'lr. '' �,' =? 2'x2' 'SUMP PUMP PIT - -! Y- F.:„„HI--'IIIA II - - I -.11'-r .=-�E, '� ', I = BEYOND Ax_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. _5.0 SCALE: 1/4"= 9'-0" A _5,0 ' SCALE: 1/4"= 1'-0" a -5.0 SCALE: 1/4"= 1'-0" 4 -5.0 SCALE: 1/4"= 1'-0" If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. FILLER 30" GENERAL. NOTES - UNITS otak ` z. �. '"` -'� 1/` •` % \ `'`� A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF - \ / 10 / ` ROUGH OPENING UNLESS OTHERWISE NOTED. -- p 1-- _ � ` -` ``"�, ice'' - _ /--h'S. \ - 7, ...,,A,4-'`-'-• z� •\` / \, B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS . .- '\\ - �` --- ,- OPEN LEGEND SEE COVER SHEET. Otak Ar . ' - ts, Inc. BEYOND t • C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 SW ird Ave e,Suite 300 ``� U'f `` `` �// / SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Portia r,OR 97204 ` ` SHEETS. main • 13.287.6825 / N. ,4J .otak.com a O D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE kr . AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. a \ • %N __ o 75-5 -67T _� CO ` o o r- O p Oa t I E. SEE 1/AX-8.12&2/AX-8.12 FOR NON-RATED WALL ,, INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR 7217 m r FLOORS. BRIAN rr �)�pp ` ////'� N. „---1 c� C) tCj Q ''//� ,' r Q //�'/�..`\\\\\ ``` 4 ,`� * i311S1�R.RGtEUi �� ~ ~ _ DW ` _-- F. LIGHT SWITCHES ENVIRONME AL NTRO NT GO LS,AND t1 `• `\` 'r OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE PI�RTEANtI�� M f FINISH FLOOR, ELECTRICAL,TELECOMMUNICATIONS - - I (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON _ .. .„ WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" »' 1 ~ , ` �` ABOVE FINISHED FLOOR. 31 114" jr 30" I, 30" 1 121 " 24" 24" " I. - : 3/29/2018 30" VERIFY W/MFR VERIFY W/MFR (VERIFY W/MFFt 1$ ^ G. ELECTRICAL PANEL TO BE LOCATED WtTHtN REACH STAMP 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 INTERIOR ELEVATION K I KITCHEN E N REGARDING OUTLET BOX PLACEMENT AND DETAILS 11/AX-8.11& 12JAX-8.11 FOR PLUMBING PENETRATIONS SCALE: 1/2"=1'-0" FOR ONE HOUR RATED WALLS. I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR D ►G PROPERTIES FRAME DETAIL AND HINGE JAMB DIMENSION. LLC • 04 J. SEE 17/AX-8.13 FOR WATER CLOSET AND SHOWER 01 BLOCKING LOCATIONS AND TYPE A UNIT WASHER/ 01 01 DRYER REQUIREMENTS. CONSULTANT 02 OZ I E < 02 ) K. SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL ,v- -*� ,.-( 12 ) \ L PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES AT ALL FLOORS. • \ M. ALL FAUCETS TO HAVE LEVER HANDLES. r 11 I � •\ N. WATER HEATERS TO BE STRAPPED TO BLOCKING TYP -"� 0 13 ) -• '\ WALL SEE 6/AX-8.13 1 ) 05 - 1 ,\ 1 1 o z 1 I I j� an ---r / - - - - - - - 1 ti r �1 I- I -1 n1n 1 % i L I I I L J L I J i • �, e ICJ I - . / \ I 0 = j :,` f" > INTERIOR ELEVATION KEYNOTES ........ i q\\\ Ell ```"/// 1. SHOWER CURTAIN ROD A r • 16" it, 22" , 2. TUB/SHOWER ENCLOSURE jr - SHOWER CONTROLS Jr- 60" i° 35112" 38" 15" ^ 30" 15" 34" 3. BLOCKING IN WALL FOR FUTURE GRAB BARS j,•VERIFY WI MFR VERIFY W/MFR VERIFY W/MFR REQUIRED AT GROUND FLOOR UNITS ONLY.SEE 3A SB 3C 3D - 1/AX-8.11 4. LIGHT FIXTURE CENTERED OVER MIRROR III". INTERIOR ELEVATIONS BATHROOM 5. TOILET PAPER DISPENSER @ 18"-24"AFF E SCALE: 1/2"=1=0" - 6. 18"TOWEL BAR{ct�48"AFF,PROVIDE BLOCKING U.I cM23'-5" 7. 24"TOWEL BAR @ 48"AFF.PROVIDE BLOCKING EQ EQ ,, 10'-0" • 12'-83/4" 10'-81/4" alialik; 1* •ti •L EXTENDED DECK �' •` EXTENDED DECK 8. REMOVABLE CABINET,CONTINUE FLOORING r 3 I - -' ABOVE WHERE IT r - "`- yr,- WHERE IT OCCURS UNDER CABINET.SEE 2/AX 8.11 _IOCCURS - i - • "' • GUARDRAIL WHERE 9. BASE AND WALL AND FLOOR FINISH CONTINUED 0 -8.0 i in j,„,..---'7.-- IT OCCURSBEHIND APPLIANCE 1I OVERBUILD SLOPE '� (� 'I 10. RANGE EXHAUST HOOD < w + s - SLOPE •-�• • r 11. SINK RIM AND WORK SURFACE COUNTER TO BE 34" Y (7) \ 1 1 MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL CO N' ,; •." :1 _ . , -, -$.0 w DECK OTHER UNITS Z co • w DECK AT SILL o. O 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" = N w - I• LEVELS 2-4 ca 1 MAXIMUM AFF,OFCI C�1 (f) ., rr ,, 13.WASHER/DRYER CO ..,„. to LIVING ROOM 14. PAPER TOWEL DISPENSER r- _ - .• , . . • • -• _' - - ;EQ , . -•. ,EQ • '.. in 15. SOAP DISPENSER - �"`" d Q." ` _ ; ,_ ' ,; _ ; w 16. SEAT COVER DISPENSER E Q .. . . .. • Eli. C1 + , BEDROOM o 17.TOILET PAPER DISPENSER E r.. I-" w - • -' ••LIVING ROOM ' ' - , • ' . • r- - _ - _ "'` 2'-0" 6'-0" - - T • f - _ „ 3 o p TITLE u.. •',, : -_ - - • - " .-. . .•. - ' ',• - • - : - 'BEDROOM ' - BELOW ,_ . :.' :i = r~ ' ` w I - - _ UNIT LEGEND # DATE DESCRIPTION ''r- O O I '' 3'-0" * Bo ---_ - _ 2 ---__ DW I BR CL2_ N 0 SMOKE DETECTOR t___ . Ill 4B •' - • • . - -. : - " -,' ' ' 'CLOSET , _ ,1 I ' --1 - 1 --- - -; _` 1in CEILING SURFACE MOUNTED LIGHT ,_ r - KITCHEN I WIRE SHELF' FIXTURE �- _ , 0,... -, • • r ) AX-5.11 _ 1 ' ;� ; N. o ; ' ' 1 ' _____ ' FOF I WALL-MOUNTED LIGHT FIXTURE - a ~-KITCHEN ;-.' ' . - ^_ ' ' - _,'_ _ w ,� -.` .�_ . ,•_', -- 4A '__!- _' ^' '� 'E I w �' 4 W/D W REF °0 E r MR GYP ON --' r_� ,,-' _ -EQ .�,,, EQ , _,J -" . , '_ 7 1 �, 0 © I ' N r_ -„,. DASHED °E MOISTURE GYP BOARD REVISIONS , - _ _ • . •BATH r . _ .�.� ENTRY ----'31::-,-Ax__ ,t__ -' - - GLOSET .�.� ��r . - co ,----- -- . C3 t3- , ,--+v� : I < °! ...d, Author Checker w _ . , ; - .11 3B I I ELECTRICAL PANEL SEE 14/AX-8.11 ti o :,4; ",,*.;.::- Eco `' Q - I 5 BATH COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY I -7-- --r 3 3C EXHAUST PERMIT SET - ' ` _ . . WH , --- -- I 1 Ti'IATUS ) -'C I .I: I ) I �{ 1 EXHAUST-WALL VENT 03.29 2018 4DATE LEQEQ CENTER ' 17052 OVER I I MOISTURE RESISTANT PROJECT NUMBER VANITY I I I GYPSUM • - - • L - - � 5'-23/4" 3'-81/2" , 5'-51/2" 9'-01/4" - c cMII.5 . UGIT 1 BED -- EYP B RCP A UNIT 1 BED - TYPE B ®20,80TAK,INC. If this drawing Is not 24"x 36",it has been • SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-O" - reduced/enlarged.Scale accordingly. 1 1/4" 30" FILLER , GENERAL NOTES - UNITS • VA. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF '-r[,,,,,, olo ,/ `` . ��• �t. 10 /" .\ . , J • ROUGH OPENING UNLESS OTHERWISE NOTED. 0. B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS • ' ' LEGEND SEE COVER SHEET. Otak A "CIS Inc. /' i i' OPEN' • %-_ - ' / C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 S Third A -nue, s �-- --�\ r- BEYOND� Suite 300 .`, �,'/ �% �� % SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Po -nd,OR 97204 •�.• r- y • / \ •• SHEETS• . . ma 1 503.287.6825 _ o / �, www.otak,com F.: �. / D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE O `--5-',..--( 08 ) • AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. iv a �T ( 17 p '� a E. SEE 1/AX-8.12&2/AX-8.12 FOR NON-RATED WALL ;• - ' n O O 1 I o Q • INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR m 09 FLOORS. X72} • •� :RIAN R.FL NER4 �. • O oQ /' `\ F. LIGHT SWITCHES,ENVIRONMENTAL CONTROLS,AND - ---- DW ' F. OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE • FINISH FLOOR.ELECTRICAL,TELECOMMUNICATIONS P�RTIA�i!},OR a \ ''/' \\� • /` ,\\� '/'' '�'' (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON �_ _ 1--- -- -- -- --- • •• .l • •• • " ;, • LLS SHALL BE MOUNTED BETWEEN 15"AND 48" } ABOVE FINISHED FLOOR. • - I 311/4" 30" L 30" 12" . r L 24" L 24" 30" 1 18" 1 31291201$ REMOVABLE VERIFY W/MFR " "VERIFY W/MFI. REMOVABLE '' " G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP 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 - • • REGARDING OUTLET BOX PLACEMENT AND DETAILS 11/AX-8.11& 12/AX-8.11 FOR PLUMBING PENETRATIONS -r`-11--- INTERIOR ELEVATIONS KITCHEN . . FOR ONE HOUR RATED WALLS. • A:1-1_,, • SCALE: 1/2"=V-0" 1. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR DBG PROPERTIES FRAME DETAIL AND HINGE JAMB DIMENSION. LLC • . Of �,/- Q4 J. SEE 17/AX-8.13 FOR WATER CLOSET AND SHOWER - • BLOCKING LOCATIONS AND TYPE A UNIT WASHER/ 02 �� DRYER REQUIREMENTS. CONSULTANT 04 • C `,c, f K. SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL. • .4. . . L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES • • AT ALL FLOORS. M. ALL FAUCETS TO HAVE LEVER HANDLES. BLOCKING i i I ! 11 > - - N. WATER HEATERS TO BE STRAPPED TO • .\\\\\\\\ . + / „„---(..4...)1WALL SEE 6/AX-8.13 o + + '° ► E 09 . t 'X-1 • to L J L J I 05 . 1 I .� 09 ) • . .... ..... „ , \i:`,-1-.-. "'. , � - „ -,.''' { • C� INTERIOR ELEVATION KEYNOTES L _.� IL.A. *. 1. SHOWER CURTAIN ROD• . 28" f6" �,60" _ 36" 44" 2. TUB/SHOWERENCLOSUREVRFY W/MFR " VERIFREMOVABLE " 3. BLOCKING IN WALL FOR FUTURE GRAB BARS . REQUIRED AT GROUND FLOOR UNITS ONLY.SEE Cl) . SHOWER CONTROLS 1/AX-a11 V • • 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 LLI INTERIOR ELEVATIONS BATHROOM 6. 18"TOWEL BAR @ 48"AFF,PROVIDE BLOCKING , SCALE: 1/2"=1'-0" - • . • 7. 24"TOWEL BAR @ 48"AFF.PROVIDE BLOCKING EQ ,, EQ 10'-0" ' - 'Y - 23,-5" c 8. REMOVABLE CABINET,CONTINUE FLOORING . / / - - .0,- . UNDER CABINET,SEE 2/AX-8.11 LK I 12'-8 3/4" ,, 10'-8 1/4" 't- GUARDRAIL • 9. BASE AND WALL AND FLOOR FINISH CONTINUED O. + • -8.0 OVERBUILD SLOPE --� 1 {I �, __w ` BEHIND APPLIANCE CL w SLOPE i • , '��; , - :1 \ '_ ` .1 10. RANGE EXHAUST HOOD W f - I • 1. ! ` - f I i ! �' 1 _ 11. SINK RIM AND WORK SURFACE COUNTER TO BE 34" Cl)- • . All _ ' , + MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL N -8 0 - ~`, • • 0 ''t' 0_ DECK , I OTHER UNITS Z •01 D M o •.' _ .F - ; ' `. ,.t AT SILL ! `\O , ' I 12. MIRRORIse I = N f ,` _ _ + DECK d,, ,' WITH REFLECTIVE SURFACE MOUNTED 40" N i` = ', ' �' ; '_'""- MAXIMUM AFF.OFCI h r ' ' __ 13.WASHER/DRYER �� W -- ," 14.PAPER TOWEL DISPENSER ' -- - % i \ ,- • . t3 i �`', f 5.SOAP DISPENSER ' +:• • - • -- EQ . • . • 'EQ w • i 3 EN ER I < �. ' ; LIVING ROOM • R-- BEDROOM ,' 16.SEAT COVER DISPENSER X 0 z 'LIVING ROOM - . •- ._ , , , , -, 7 • 'ti ,-� to `'r ,` ` , - ,._ - `. ` u, 17,TOILET PAPER DISPENSER • �` ~ - • , 7 1/2 6_, 2 -8" ., 18'-01/4" * a' ' ' ' .' ' '• ' . TITLE �- _ '. { : • i i # DATE DESCRIPTION I - ;��. _. . . . • , UNIT LEGEND • �; • Ceki DINING `-�__ --.1--i - - +iggi B --- CL3 _-,� 0 SMOKE DETECTOR ' y._ - : • �.-. 1, �.► I i.. , ` 2'-0" 6'-O" J f`_.'i ,_..r DINING•.` . - ' : ' EQ ,lrQ : =___ V - e - - - • .!+ . 'mss. 'tL LL v- • • • •• �o� : I O o o W WH '` •• CEILING SURFACE MOUNTED LIGHT �,26 u_ 6 - BELOW WIRE SHELF N ):: FIXTURE • • • - _ , sI o) U I- _ yt • N -"s7"1.1- -, -r _• •-•• 4 • .. , ' _a •. - - . . - : • - i o + ----- D ® .e I WALL-MOUNTED LIGHT FIXTURE • 1� • :. - '; , , •• + , - -9I; - • - , . - _ .,'BATH•• _ --- ---i.. .... LrJ1_ I. ' _ _..u: aa D REVISIONS :'r- t_' --�- CENTER - r - -4B1 ' r-- -=---------.-".--'-' =i-j- _:�. MOISTURE GYP BOARD KITCHEN: ENTRY • 32 + + ' . - •a - - - - -- __ ... I y. • . , OVER i 1--f----z-t1_�.fi i t 'moi ,' i ! ‘..L .0) � !' v • •- + BATHS ANITY + KITCHEN!! AX-5.12' Q ,; ENTRY : ; u-- --- � k . .1 i : 1 d �, + , r-•SA`r-----r�a *- ELECTRICAL PANEL SEE 14/AX-B.f 1 Author Checker ' ;a _ • -; , f • • : - • COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY • ` w + = -__- 0o �j'` j� `' AX-5.1. 3B/c0�J ® EXHAUST PERMIT SET w V ' -6-' REF ;:. _ STATUS -- - _' ` . --- 0 0 - -� ami ----i ,- •--� ! jli 1 EXHAUST-WALL VENT - - I . , ,. 1' _ ., ...� --__��- ! • I 03.29.2fl18 -- I j �, i R I DATE fl EQI- EQ EQ EQ EQ il, EQ I. I , i ,� " _ 17052 • 1 MOISTURE RESISTANT PROJECT NUMBER - I - i i I GYPSUM . 0 - 4 8'-1f l/4" 5'-51/2" J 9'-01/4" . . c, t . AXON 5 1 12 2 UNIT 1 BED - TYPE A - RCP UNIT 1 BED - TYPE A 02018 OTAK,INC. !f this drawing is not 24 x 35,it has been ..5A SCALE: 1/4"=1'-0" , SCALE 1/4"=1'-0" - reduced/enlarged.Scale accontingty. 01 01Ota GENERAL NOTES - UNITS 04 } 02 } 02 � •."'� ,1. . / / A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF 4"0' / ROUGH OPENING UNLESS OTHERWISE NOTED. -' N . t. r B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS �- 12 LEGEND SEE COVER SHEET. Otak A c •-Cts, Inc. 05 }" C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 S Third A -nue,Suite 300 • SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Pa =nd,OR 97204 s ! - SHEETS. m-• 503.287.6825 tI s s www.otak.com Ilia • BLOCKING-TYPi s CO D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE v AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. 1 s = SHOWER m [ _`1 n °� • ` i r E. SEE VAX 8.12&2/AX 8.12 FOR NON-RATED WALL *N c CONTROLS -- s s s I INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR �'� I37 + s I s r FLOORS. `` . =RIA�I B.ELE I�1 R� 1 ` - a .� O F. LIGHT SWITCHES,ENVIRONMENTAL CONTROLS,AND I r' OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE ' ... M ` FINISH FLOOR. ELECTRICAL,TELECOMMUNICATIONS I' RTLMm�OR {'CELEPHONE/TELEVISION OUTLETS RECEPTACLES ON JWALLS SHALL BE MOUNTED BETWEEN 15"AND 48" OF 0 ABOVE FINISHED FLOOR, ' " " '` j► - 3/29/2018 21 jr21 G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP +Iit.. RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST - 35" 41" 30" 2" 60" VERIFY W/MFR a ..•.- I VERIFY W/MFR 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 "' '" 11/AX-8.11 & 12/AX-8.11 FOR PLUMBING PENETRATIONS _ILIrrlifk. '-i-L-Infitri INTERIOR ELEVATIONSBATHROOM 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 J.JSEE 17/AX-8.13 FOR WATER CLOSET AND SHOWER • 1 1/4" $0" BLOCKING LOCATIONS AND TYPE A UNIT WASHER/ FILLER '+' DRYER REQUIREMENTS. CONSULTANT / \ / K. SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL -' ' /"� `�. 4 4' \ / L PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES fi ��` \��` 10 //// ��1, \ AT ALL FLOORS. r'"' / � ! � ----- M. ALL FAUCETS TO HAVE LEVER HANDLES. OPEN ``}` t' __T' -�./ \ lT_ BEYONDGill N. WATER HEATERS TO BE STRAPPED TO . ��\ � /�/ V '• O V • WALL SEE 6/AX-8.13 11 a a / \ ,� /oi H F- ./ _ _ a ob Cho 0 , O 0 0 1 I '� ~` ~' T INTERIOR ELEVATION KEYNOTES .` /. co M \ 1. SHOWER CURTAIN ROD a - - '• '• • '• '• '• 2. TUB/SHOWER ENCLOSURE 31 114" 30" 1 30" 12" 24" 1 24" 30" 1 18" is 3. BLOCKING IN WALL FOR FUTURE GRAB BARS -1. VERIFY W/MFR '' '' VERIFY W/MFR '' " `VERIFY W/wilt' REQUIRED AT GROUND FLOOR UNITS ONLY.SEE 3A 3B 1/AX-8.11 �■O 4, LIGHT FIXTURE CENTERED OVER MIRROR ■ mill KITCHEN VIEW .1 5. TOILET PAPER DISPENSER 18"-24"AFF leU • • SCALE: 1/2"=1'-0" 6. 18"TOWEL BAR©48"AFF,PROVIDE BLOCKING 7. 24"TOWEL BAR @ 48"AFF.PROVIDE BLOCKING Film.c. 20'-51/2" 33'-101!2" r •�r• 8. UNDER CABINEREMOVABLE T.SEE 2/AX-8.CONTINUEINET, 1 FLOORING �� 12'-83/4" •, 10'-51/2" _ 10'-81/4" AI • GUARDRAIL WHERE s 9. BASE AND WALL AND FLOOR FINISH CONTINUED Q -8.0 OVERBUILD SLOPE R OCCURS I BEHIND APPLIANCE O w '• t A T _.__.___-_�_._.___ __ ---- - ____„_. _- _ _ • ' � r I I f 10. RANGE EXHAUST HOOD Q W - •• _ SLOPE -- 11. SINK RIM AND WORK SURFACE COUNTER TO BE 34" -- ' • 9 -" MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL V♦ N _ . , . ; s DECK lo DECK AT SILL W i OTHER UNITS Q = Ch z LEVELS 2 = N ' - '` � 'v 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" CN C4 , ._ , . ',EG4 . _ ' - . ~ 'Et/•- ' . 1 '` MAXIMUM AFF.OFCI N- . . - : ;- 1 - ,I, . I '` '_` % 1-- I---.,_..__-i,r--WAx.ir.--U Mc-----.4:: ...-., a W coZ - . . - . -• '• 13.WASHER/DRYER rs� C/) cc • : - '-• • - ' ; • 'EQ`' • EQl.. :. EQ ' �.,= ' , Pcf.-- ' - � O 0 '�; - CTS '"- - _ • . - \ '- .' ' _ .� - • -• '_ • .. .• , 14.PAPER TOWEL DISPENSER �. , . - s , . _s w 15.SOAP DISPENSER T ~ i , , . . , 16,SEAT COVER DISPENSER Et1 E3 T t'�. O z " LIVING ROOM •' ' :V• ,• - . • O O (re.. E- r +" T ~ LIVING ROOM :� BEDROOM 1 17.TOILET PAPER DISPENSER - • _. ' ,_ ,� BEDROOM 2 •- ; ''' ' ' •• ' -�' ' •• •BEDROOM 1.. :BEDROOM 2s.•- TITLE s c� ,- 4_ wLEGEND # DATE DESCRIPTION :, �, ?: r , + . 6'.0,/4" �. if r ; _ . • • • • 0 SMOKE DETECTOR ,2'-0" 6'-0" • CL3 iti . , • - -' ' .. _ ` -• - • - 'CLOSET . -• ` - 1 • •• ' - ,_CLOSET_ =, a -L. �- `"- r• GL1 i CEILING SURFACE MOUNTED LIGHT w ,- 1116 6 BELOW WIREiNt SHELF r FIXTURE ' . ,. . . JrQ . _ ` .-"..J s ( WALL-MOUNTED LIGHT FIXTURE ° ° A ;,t. iBR CLOSET "' - ___ ------ DWI I �- ! _ J u1 Q - _ IT I g/Ps n = BA WIRE SHELF MR GYP Osv - = _-- -- L _,i + + ,4 nnsra sis REVISIONS w KITCHEN ENTRY =" . . • • . . �� 7 - + ...... �, MOISTURE GYP BOARD j - _--N. +: r-4^--+ + Z`-� r 1 I I • =} u, . , w r r Ax-5.130-i KITCHEN I = ENTRY I + ----� '+ ca"k" �' '. y , _ ', •, ,L '. 1 Li-`,--T-i--J- '�� N - J i i _ ' ` ' ELECTRICAL PANEL SEE 14/AX-8.11 Author Checker o : _�. 4 ' - _ : .' ''- ,_ ' , ,R - 'r E �--� - FOR fiee1:4 ; T BATH COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY W +: _ as• _ '. W _ s co 24 '. i s ® ® EXHAUST PERMIT SET r- - - ..-r-' �, f W 7-75 REF .� - W D -�' `_ 0 =+ Q `~- 0 . I °° �( EXHAUST-WALL VENT STATUS •, - , ••I -•. _ . i . T• + ". i . - ,� ' o. 1 ! k 03.29.2018 yam- + •i. 1 s �' U •, CENTER - ,� v b ( DATE OVER ' 17052 I I VAIIIITY si - s MOISTURE RESISTANT PROJECT NUMBER -vrEQ ;* EQ .‘• EQ EQ •S 3'-0" ,, EQ j. EQ r - L J - GYPSUM --/ 8'-11 1/4" 5'-51/2" 8'-91/2" 10'-81/4" q . AXIIIIIIIII5 a 1 3 - c. UNIT 2 BED - I - TYPE B - RCP UNIT 2 BED - I - TYPE B (02o180TAK,INC. If this drawing Is not 24"x 36",it has been SCALE: 1/4"=1'-0" • • SCALE: 1/4"=1'-0" reducedteniarged.Scale accordingly. o ia k . ... . . . ALLER 30" L GENERAL NOTES - UNITS / A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF • /,, ROUGH OPENING UNLESS OTHERWISE NOTED. :44 . : - . B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS ' ''/ - �` 10 LEGEND SEE COVER SHEET. ' __�y- N. �`��_ 01 _ .,�_ '��\ 0 0,,-- - Otek Ar ite ts, Inc. \� C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE . 808 , , ird Avert e,Suite 300 -��----T' BEYOND • ,•'� --T SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Portia ,OR 97204 , / \ •,� ,� , .-< 08 ) SHEETS. main ' 13.287.6825 [;,., • • .••/ • /-(1111`3119 ) •• D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE O / N. Ci AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. r - �j - E SEE 1/AX-8.12&2/AX-8.12 FOR NON-RATED WALL• '- op �l� 11 ` n 08 m / - , oa INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR `� -"r 720. -� FLOORS. • BRIANB.FLEENER4 o 09 cd F. LIGHT.SWITCHES,ENVIRONMENTAL CONTROLS,AND • Cj ,'� �\ ,�'1 NN. 0~`\ ,,'� ��`� I`\ a OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE •VMAND,, H �.� �. _ FINISH FLOOR.ELECTRICAL,TELECOMMUNICATIONS �• / - (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON OR WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" OF fl . , . + . . , . , ,• ABOVE FINISHED FLOOR. `• ' - -- • 3/2912018 G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP • RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST 24" 24" 30" I. 18" j,... 30" 30" / 30" . CONTROL AT GROUND FLOOR UNITS. ' RIFY W/MF REMOVABLE '' • VERIFY W/MFR REMOVABLE VERIFY W/MFR H. SEE DETAILS 9/AX-8.11 &10/AX-8.11 FOR INFORMATION - 4A *SEE 16/AX-8.13 FOR SINK CABINET DETAILS 4B REGARDING OUTLET BOX PLACEMENT AND DETAILS 11/AX-8.11 & 12/AX-8.11 FOR PLUMBING PENETRATIONS '1, -r`"-Ir-- s '` .1 FOR ONE HOUR RATED WALLS. INTERIOR ELEVATIONS KITCHEN - I. SEE5JAX-8.14 FOR TYPICALINTERIORWOODDOOR DBG PROPERTIES j SCALE: 1/2"=1'-0" FRAME DETAIL AND HINGE JAMB DIMENSION. LLC • J. SEE 17/AX-8.13 FOR WATER CLOSET AND SH• OWER BLOCKING LOCATIONS AND TYPE A UNIT WASHER/ - fl1 { 01 }- // `-_� DRYER REQUIREMENTS. • CONSULTANT 02 • 02 / K SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL- .. ,///'' --_r L PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES AT ALL FLOORS. - SHOWER CONTROLS AND BLOCKING M. ALL FAUCETS TO HAVE LEVER HANDLES.. • • ON SIDE WALL ---� / ` N. WATER HEATERS TO BE STRAPPED TO / WALL SEE 6/AX-8.13 GM 08 - • BLOCKING TYPNs_ �/'� 09 • co 05 L I Jr -I I o - ' " j . • . L 1 . ` F- • d `�`, ,,'''/® ) INTERIOR ELEVATION KEYNOTES • • 1:11 b , • E E - r • 1. SHOWER CURTAIN ROD • . i. 18" - 1- 34" .[*-•VERIFY W/MFR •` VERIFY WJ MFR REMOVABLE 15" 2. . TUB/SHOWER ENCLOSURE 2 3, BLOCKING IN WALLFOR FUTURE GRAB BARS • - •3A *SEE 17/AX-8,13 FOR TYPE A FIXTURE DETAILS 3B *SEE 20/AX-8.13 & 8/AX 8.13 O.H.FOR SINK DETAILS REQUIRED AT GROUND FLOOR UNITS ONLY.SEE 1/AX-8.11Ci) - •0 INTERIOR ELEVATIONS BATHROOM . 4. LIGHT FIXTURE CENTERED OVER MIRROR SCALE: 1/2"=1'-0" 5. TOILET PAPER DISPENSER @ 18'=24"AFF E LU 6. 18"TOWEL BAR @ 48"AFF,PROVIDE BLOCKING 33'-1012" 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING • • EQ EQ •,�,, • 20'-512" ,, 12'-83/4" • 10'-512" ,, 10'-81/4" 1. & REMOVABLE CABINET,CONTINUE FLOORING - �/ • - UNDER CABINET.SEE 2/AX-8.11 >fi OVERBUILD SLOPE GUARDRAIL C in • • 9. BASE AND WALL AND FLOOR FINISH CONTINUED • /� BEHIND APPLIANCE a. rt I • i SLOPE • - '/• a I `a �. _ - - -_._ �_. ..___-_ __.. ,• 1______ .-.....__ ._ ;t 7 f' •• •.- ----- 10. RANGE EXHAUST HOOD vW a • ' ' 11. SINK RIM AND WORK SURFACE COUNTER TO BE 34" - r - i i t i• i s u) N ' ' ' t.`� MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL DECK ---, w{ i DECK ,� O+j i �. OTHER UNITS /n"1 co TO } . _ • • AT SILL - 1 i■r�- i - - 0 .� . 12- MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" E = N co , ; .- , { MAXIMUM AFF.OFCI !'` ' • 13.WASHER/DRYER �� !Y r _ u_ ° c 14.PAPER TOWEL DISPENSER •- i :, •E�• •_ � `gid r ', ` -' EQ;' - : r - :Ea, - - - .. r - LIVING ROOM".'.', ,v , ' ' •- - .* - - s', • ,- • , . . : - ' - LIVING ROOM ti _ .'. r _ •- . w 'E m DISPENSER ix 1.._ 15.SOAP S • " a 16. SEAT COVER DISPENSER N. i # r .m BEDROOM 1 BEDROOM 2 + P- • =--r: a, - \ 17b .TOILET PAPER DISPENSER ~ I'-' • • •- -BEDROOM 1 . , • ' - J -. -:- , - TITLE - - ;� :. =, " _ - , . - :BEDROOM 2 J= +'r : ; _ _�, - • • , 1`. ' ' ' '`'. LEGEND # DATE DESCRIPTION a C UNIT -tr- _ _ = j + . f _: : "' DINING '\ -1, 6'-0314" - • . _ \- ; CL3 - i SMOKE DETECTOR • b • _ . ,DINING , • , '_-...2 - , . _, - ,-• - . • - -`r • • ' '_ ' . _ - . _ r = _ -, r - ,' , * . �2'-0" .f 6'-0" i } `\ _ ;. ' CL3 •1 r • p 6 / p yIBELOW p - ' i CEILING SURFACE MOUNTED LIGHT ih WIRE SHELF v ): FIXTURE `• _ - • - t . ' _ • - 'I. i l . Llfil ':.BR ..__ WIRE SHELF -' ' - _ L ._ . o o �1 - I I • WALL-MOUNTED LIGHT FIXTURE __�,� • ' - - �`' ,'EQ•, _ -• _^_�_ I I -I AlEk li4 r - + DW I I a i' EQ (jj 1 �� t ; Ji' `,I# CIO MR GYP ON REVISIONS a + ; , ;_ I;t2 . ; . • _ ', w = ,;. J ',_ --- r ► c' A- r • ' ---- ' V' DASHED SIDE MOISTURE GYP BOARD ' :$-' ..-.,•-,--,-:::. ." • ---- -~ ; H ` � ' ! ' SAX-5.1 - *- E' r 1� ; �� ;; i co • =BATH; r KIT HEN ; = BAT Author Cher W • t -5:14 ,; ENTRY it ®; !; 6A ,m H i io • • ELECTRICAL PANEL SEE 14/AX-8.11 _�-, i i ' i FOF •■. `' CLQ#!ti' ---_ -y -,11,„/•-' I I COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY KITCHEN ,. _ _ r , -� - __ -,r 1 i E 0 • -` +; y- :.' y' L__75. - # _ , - i ; ® PERMIT SET w ` `. - t ` 1681- REF ;I s i W D - EXHAUST - - ___ 0I ° sz STATUS \\ . ,• ' _ r , _ , , , - I .__ _ t /�/�{��I � f$-, I 7 EXHAUST-WALL VENT • , i03.29.2018 M` i I DATE CENTER o _ . OVER r • r, `-- MOISTURE RESISTANT • 17052 • VAI7Y ; ; GYPSUM PROJECT NUMBER - A)(io 5 2 1 4J je.... j, 8'-111/4" 5'-51 " 8'-91 " 10'-81/4" , , c. 6 UNIT 2 BED - TYPE A - RCP UNIT 2 BED - TYPE A - ®2a18OTAK,INC. • If this drawing is not 24'x 36",it has been • _5.1 • SCALE: 1/4"= 1'-0" - - • • SCALE: 114"=1'-0" - - reduced/enlarged.Scale accordingly. • . • GENERAL NOTES - UNITS 01 01 04 02 02N. 10 A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF �``�, I .,q r- �. ROUGH OPENING UNLESS OTHERWISE NOTED. :" 11 i • r --1----.-_ rr' 1 __ \\._ -_ __ B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS . \ LEGEND SEE COVER SHEET. Otak it- ts, Inc. \�__-yT' \�_-__�`__-- .'_ C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 S Third Ave ue,Suite 300 ti 05 r-' \\\�` '! \\\ }r /'f SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Pont d,OR 97204 j r { 11 SHEETS. main .03,287.6825 / / . 4wcotak.comm E D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE O AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. N iii- r 1 tI co Fit c r �..� _ _ _ n I -- n n *� -�r E. SEE 1tAX-8.12 2/AX-8.12 FOR NON-RATED WALL " SHOWER 1 i x Q �� ' �� r INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR " ' 12# r CONTROLS ------_. ' ai .�vv m FLOORS. BRIAN R.FL 8;84� L i ,�' • '� \` p • F. LIGHT SWITCHES,ENVIRONMENTAL CONTROLS,AND \ OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE • e • j I m d - DW - m FINISH FLOOR.ELECTRICAL TELECOMMUNICATIONS PORTLAN .OR ti '` `' `\ '� `' (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON t r'. E- • E ° ° /� N. ' WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" \ �� ~�~` -- -- -- ABOVE FINISHED FLOOR. 3/29/2018 ilk 21" I_ 21" ► ► 30" 24" L 30" 30" L 24" 21" L .► •• G. .ELECTRICAL PANEL TO BEI LOCATED WITHIN REACH STAMP dj. RANGE OF 48 ABOVE OF FLOOR TO HIGHEST 60" �, 35" 41" 30" 12" VERIFY W/MFR " VERIFY W/MFR 'VERIFY W/MF ^ CONTROL AT GROUND FLOOR UNITS. VERIFY W/MFR '' VERIFY W/MFR H. SEE DETAILS 9/AX-8.11 & 10/AX-8.11 FOR INFORMATION - • REGARDING OUTLET BOX PLACEMENT AND DETAILS 11/AX-8.118 12/AX-8.11 FOR PLUMBING PENETRATIONS 1-1--v---1111:1-L.,_ 3A 3B 4A FOR ONE HOUR RATED WALLS. I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR D B G PROPERTIES INTERIOR ELEVATIONS BATHROOM INTERIOR ELEVATION KITCHEN FRAME DETAIL AND HINGE JAMB DIMENSION, LLC • SCALE: 1/2"=1'-0" SCALE: 1/2"=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 • . 4. LIGHT FIXTURE CENTERED OVER MIRROR ■ 5. TOILET PAPER DISPENSER @ 18"-24"AFF L E • 6. 18"TOWEL BAR©48"AFF,PROVIDE BLOCKING 2 • . . • • 7. 24"TOWEL BAR @ 48"AFF.PROVIDE BLOCKING - • 32'-103/4" -16'-0" •, ,, 10'-0" t 22'-2112" 10'-81/4" 8. UNDER CABINET.SEE 2/AX-8.11REMOVABLE CABINET, NUE FLOORING Filli/1i/ • III''' GUARDRAIL WHERE tl■` S ti• 5'-0" ,,1'-8" ' IT OCCURS 9. BASE AND WALL AND FLOOR FINISH CONTINUED Q `) `� -8.0 r OVERBUILD SLOPE BEHIND APPLIANCE E C .", _� ��; - i L��, i 6-.---1==: _ acnaia:,i,r .i 1 / IL .1 10. RANGE EXHAUST HOOD44(. W SLOPE 11. SINK RIM AND WORK SURFACE COUNTER TO BE 34" -- ' 9 MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF,AT ALL Cl) N i• N =i ;; ` - . DECK -80• T u, DECK OTHER UNITS Z AT SILL 0 - N -.. LEVEL 2-4 -1 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" samaCV Ci) i i'. ,; • _ • ; iMAXIMUM AFF.OFCI Ill N. s` DININGLIVING ROOM '• - - ' 13 WASHER" t ! ► r SHER/DRYER Er LL *"."' . ••• - ' - .'". *is • - TET ... ..L. -: :: ::::, ....-‘,.. ...: BEDROOM 2 - 14, PAPER TOWEL DISPENSER .. - ' �_ y' ; ; : _ _. . ; .. , , ` : ,' " ; , . d _ lell 15.SOAP DISPENSER , '•DINING•. _ • .LIVING ROOM , :• _ „ •Ed _ , • EQ- . _ - w �j �"` - ' - _ ; �, 1".• I F, 16.SEAT COVER DISPENSER 0 Z . • , ` }, 3'-31/2"T . • - �.. . . . . BEDROOM 2 47.TOILET PAPER DISPENSER r' ~ ... ... , - �� AX-5.151 , , ,- ,.. ; . ; , ., - TITLE KITCHEN ._ :; '`��' • • = KITCHEN r -' _______ - P� --yam-, i c UNIT LEGEND # DATE DESCRIPTION . +r • • i t i i i i i 6 6'-01/4" i i I i I i i i I x I W } EQ r t, y • ( i i i i ! L----._ FOF 4 ,.- N . ,, .4;_____.... --�-- L- -� c��w _.�R�� O SMOKE DETECTOR it' -ter--� : ' ©-© i z. un 1•,..4.,..._..44,-,...7.+.1.--•-•,-.:-,' �:___�• . - -- a ' ---- I -$VV- I ----- REF � r: / D 'r i • r u! . T rillo 01 © , NI. `� ,�ji�, 4�a ...11- -.... CEILING SURFACE MOUNTED LIGHT \ ):: • . ;, - d 4 t , � m FIXTURE ,--Lx 7,.• :- ...-„.. : ,.... . ..:: ,. % ...,..... ..._ , : -." ... ,--. . - ,-...% ,:..-, ..- • :-- W -�+� B:______ A °' WALL-MOUNTED LIGHT FIXTURE -)2 : -,:, ;* , a - ,��,' ' d MOISTURE RESISTANT M B-- CLOSET in Mi • - - • , - ,_ - • ,. w • GYPSUM `� DASHED ON ss REVISIONS BEDROOM 1. w - ; ,' , CLOSET ': ENTRYiti WIRE SHELF �_'� MOISTURE GYP BOARD - BEDROOM 1 v,. 3i w --- ` - A5(:-.1-,5. 3A ' - , • . ;_ w = c=rs m r I __ ELECTRICAL PANEL SEE 14/AX-8.11 Author Checker • • ENTRY_ _ % ~ ®` cn COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY w' ; . . _ ; ;' - , i _ ` _ -� <o V , 4BATli 3B c PERMIT SET • _ ' „in . j i <c ® EXHAUST v .,._ :di". -tn--- I ' STATUS I tI EXHAUST-WALL VENT ri? - ____ A 7 -03.29.2018 --If i► r s i• \ i ► I DATE LI - CENTER ti i +' 17052 . OVER , T. MOISTURE RESISTANT 1 VANITY GYPSUM PROJECT NUMBER EQ EQ . , EQ EQ L '_ " ._ / " " . 4�» ,- " Jr- . • Z 614 5 -43/4 3 -5 10 8 4!4 c ik)(.5 . 1 5 • UNIT 2 BED II - TYPE B - RCP UNIT 2 BED - 11 - TYPE B .20180TAK,INC. fP this drawing is not 2d"x 36',!t has been • SCALE: 1/4"=1'-0" - SCALE 1/4"=1'-0" reduced/enlarged.Scale accordingly GENERAL NOTES - UNITS • otak . . • A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF • ROUGH OPENING UNLESS OTHERWISE NOTED. , B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS { 01 }•-.� { 01 04 LEGEND SEE COVER SHEET. Otak Ar`- 1 -cts, Inc. { 02 �� 10 C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE . 808 SW ird Ay; ue,Suite 300 • C rr, ♦..� .�� ♦..\ /,.\ SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Pard- d,OR 97204 --r \ �� \ ♦ \ \ SHEETS. . main •.3.287.6825 09 r--•• /-‹ 08 > ---- A 1 , . ---, i 0 --- , . , . \ / \ \- \ \ 11 D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE ;\ ,/ .'_`\ ,' y 08 AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. • �. ♦ \ ♦ ----T-- _ • ,- -s ♦ ♦ \ ♦ � tl 05 -� • i / \\ ♦' 08 \\ ,♦ \\\I ♦'r ,� 0 E. SEE 1/AX-8.12&2/AX-8.12 FOR NON-RATED WALL •'3 i• INTERSECTION• DETAILS AT 1-HR WALLS AND 1-HR .ice FLOORS. BLOCKING-TYP --� 05 09 O �IilAl FI.72° IVR' ! E F. LIGHT SWITCHES,ENVIRONMENTAL CONTROLS,AND I p OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE oo FINISH FLOOR. ELECTRICAL,TELECOMMUNICATIONS %KUNO,OR r - - - - - - 1 r SHOWER r - - - - -`1co r I -Ii n n / CONTROLS �, (1•ELEPHONElTELE1/ISIONQUTLETS RECEPTACLES ON WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" r } `ra I t - `' �� m • ABOVE FINISHED FLOOR. L -'1ji i �; ,,'1 '\ ['.� o 3/29/2018 f.: ��• _ }: G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP - -' RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST I i' Q , DW ,' CONTROL AT GROUND FLOOR UNITS. • L j 1 -3 \\\~` r''// IIIII \\\~`• - -- -- \\`\\-'�''� •''�f' H. SEE DETAILS 9/AX-8.11 & 10/AX-8.11 FOR INFORMATION - r a, I REGARDING OUTLET BOX PLACEMENT AND DETAILS 11/AX-8.11 &12/AX-8.11 FOR PLUMBING PENETRATIONS 60" L 35" I30"MIN I12" I1'-11 12" L 1'-4" 30" I. 30" I. 30" 30"MIN J 24" ', 15" it' FOR ONE HOUR RATED WALLS. VERIFY W/MFR " " " REMOVABLE " " 18"MIN .L. VERIFY W/MFR REMOVABLE VERIFY W/MFR REMOVABLE VERIFY W/MFF` I. SEE 5/AX 8.14 FOR TYPICAL INTERIOR WOOD DOOR DBG P R t P E RT I E S FRAME DETAIL AND HINGE JAMB DIMENSION. LLC *SEE 17/AX-8.13 FOR TYPE A FIXTURE DETAILS *SEE 20fAX-8.13 & 8/AX-8.13 O.H.FOR SINK DETAILS *SEE 16/AX-8.13 FOR SINK CABINET DETAILS J. SEE 17/AX-8.13 FOR WATER CLOSET AND SHOWER BLOCKDRYERINGREQUIREMENTSLOCATIONS AN . D TTYPE A UNIT WASHER/ ' • 3A . 3B - 4A - CONSULTANT • - K SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL INTERIOR E E EVAT I O N S BATHROOM INTERIOR EEEVATION KITCHEN L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES . -5.1 SCALE: 1/2"=1'-0" -- : SCALE 1/2"=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 . CE 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 Cn ' 4. LIGHT FIXTURE CENTERED OVER MIRROR • Ilumm . • 5. TOILET PAPER DISPENSER©18"-24"AFF Lli 6. 18"TOWEL BAR©48"AFF,PROVIDE BLOCKING 5'-0"ro. ,,1'-8� ,, ,6'-0" , 9'-9" L .P 32'-103/4" - L - 1 • �, 22'-212" 10.-81/4" • 7. 24"TOWEL BAR 48"AFF.PROVIDE BLOCKING ! ! ' - 0 • GUARDRAILREMOVABLE OVERBUILD SLOPE - . I I _ 8. UNDER CABINET,SEE CABINET, NUE FLOORING ^/ SLOPE -•- f - - ii • T r ; � 1 `� '� E^ - y 9. BASE AND WALL AND FLOOR FINISH CONTINUED11114C C� • _ -_. . _ ,_._._f.. - _._. ._._.-..__- �`- - - -- �1'♦ ``�'\ BEHIND APPLIANCE Om CL' i -8.1 { ' i 10. RANGE EXHAUST HOOD a W DECK ! s t o. DECK o _.•. {: ;i '' - ' ' = :, G AT SILL ij '\9 �, g� 11. SINK RIM AND WORK SURFACE COUNTER TO BE 34" . ,^-- ! MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL N • .. OTHER UNITS Z r , , I Nr--i DINING LIVING --� /--- •T� IL -- L 12, MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" J = N '; - - • . MAXIMUM AFF.OFCI ILI h•-CD Z DINING ' _' • _ : • • . LIVING'• - _ • ._ • _:•' •, _.BEDROOM 2' • • 13.WAS ER/ L.L. • • BEDROOM 2 H DRYER - ' j' ; ci w t ,, 3'-312" 14.PAPER TOWEL DISPENSER - • • - ' • ._. ,_ ' _,• • -' _ ' _ ^ EQ , - '• ,EQ • - , -. I ENSER y : 15.SOAP DISPENSER ILI . (t E.. 1 l [i. ] . . t' t ;. , - 'r -' .- m 16. SEAT COVER DISPENSER P•- 0z • •, ` a. KITCHEN 4A r__ `\ 17.TOILET PAPER DISPENSER • • _ _ • ' % ;•• •` • - •W F - ., _• _ - _• • y r-fra...MMOE4-as:y----i -1 • W r i1, 1 `---: ' • _ • • • I ! , i I f { 1 ! ' ' I i TITLE f sr *, .- :KITCHEN. _ . s E • . . - '- _ _ _ a ' t ; ! i ; i 1 - i 1 . : ' , LLL . D aUNIT LEGEND # DATE DESCRIPTION ( = r � REF a, ! ---- m !- CL4 115-j] T o o Q r -I-� Q SMOKE DETECTOR • �` -�. - - .. • • : a • 7‘- , ` a a i--- I I 100 I / 7r i i I 1 II 1 •r. i L..J s cr ' '• . / EI3 _,_r 1 BR , I .- CEILING SURFACE MOUNTED LIGHT ' - :, .'. .' ! i t _ 1 FIXTURE ' 4 - 'BEDROOM 1• - , •• .`•=-'� - W , ' , .' - • '' ' - ,---- j• .-EQ- - . FQ: _•_ t� MOISTURE RESISTANT �.= ,,/ .,\\ i i WIRE SHELF `n W • • 's- f GYPSUM #t, i , ?'�C • ' • i , . =._.i sEl-LI , ''"" I WALL-MOUNTED LIGHT FIXTURE Ca(.! n •.^ f-: to i ! i - --1:-f_ _ _ R • �, J. •, - ,BATH' w o \,\ ' --T---�- �✓�.�'. = i !- i 1 ' MR GYP ON _ • 1 r REVISIONS • _ i , • , .1 ENTRY' - ___ V ENTRY AxS.�: 3A ; as SDE MOISTURE GYP BOARD 4 • BEDROOM 1 ..- w ! P•- '•BATH--3B-P 1 1 LLI <r• 1� Author Checker ^ w • . �• v IP c•? =z- -- I "'�'- I ELECTRICAL PANEL SEE 14/AX-&11 1 , - - a .� COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY imil : :':- ..:.‘ - ?'I`G . '�- , _ El-i a 0-- 111 i IIIII ; EXHAUST PERMIT SET v ! I if 0 0 1• I. STATUS CENiTER c ' I 117 I EXHAUST-WALL VENT • OVER ' 1 1 03.29.2018 ! VANITY ! ! MOISTURE RESISTANT I DATE EQ "I. EQ �, �, EQ EQ • L .1 GYPSUM 17052 -atof- 10'-10" « '-6 1/4"f 5'-4 3/4" hr 3'-512" ^, ' 10'-81/4" 1,... PROJECT NUMBER UNIT 2 BED - - II - TYPE A - RCP UNIT 2 BED - II - TYPE A - AX-5 a 16 • ; SCALE: 1/4"=1'-0" : SCALE 1/4"= 1'-0" C 2018 OTAK,INC. If this drawing is not 24"x36",it has been reduced/enlarged.Scale accordingly. (2.1..)-N < Qi ) { 04 ) GENERAL NOTES - UNITS • oxalic 4 A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF • ROUGH OPENING UNLESS OTHERWISE NOTED. B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS / LEGEND SEE COVER SHEET. Otak A • ects, Inc. .BLOCKING-TYP 1 I C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 S Third enue,Suite 300 ( 05 )_ I 1 SHEET VERTICAL AND HORIZONTAL ASSEMBUES P nd,OR 97204 08 i 15314" 153!4" a SHEETS. m "n 503.287.6825 I I -' ti v www.atak.carn 11 -- 0-A-)--.•••. -- I I D. SEE SCHEDULES SHEET FOR ROOM FINISHSCHEDULE SHOWER r - - --- - 1 i I I r 1 1 - n ,' AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. _- L _ 1 CONTROLS - I I 1 e E. SEE 1/AX-8.12&21AX-8.12 FOR NON-RATED WALL ••N., "/ } ---..„,..........0 - .'' i a INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR +� ../ . .Ilb* I FLOORS. 372+ 4 i , . . .' M F. LIGHT SWITCHES,ENVIRONMENTAL CONTROLS,AND � �N R.FLEEAI R `. ,'� OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE T - I1 111 I ` FINISH FLOOR.ELECTRICAL,TELECOMMUNICATIONS �'� 0,Ole I 191/2" L 21 1/2" W LLS SHALL BE MOUNTED BETWEEN 15"AND 48" ONOF 0 -4-le ABOVE FINISHED FLOOR. 60" 1 1. 35" 41" 30" 1. 12" • 3/29/2018 VERIFY W/MFR " .1 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. iriv,_ INTERIOR ELEVATIONS BATHROOM OPT A PER 1004.11 .3. 1 H. SEE UTLE .11 & 1fl/AX-8.11FORINFORMATION C � REGARDING OUTLET BOX PLACEMENT AND DETAILS • SCALE: 1/2"=i'-0" 11/AX-8.11 & 12/AX-8.11 FOR PLUMBING PENETRATIONS n `-t,- FOR ONE HOUR RATED WALLS. I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR D 3 G PRO P E R T 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 '�� .��\ /,.`\ //„\\ `, 'r K. SEE 3/AX-8.13FOR TYPICAL CLOSET ROD SHELF DETAIL. �--- U - ,�� `�� ,moi , i �� \�� L PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES }- -1---- .-__ ... AT ALL FLOORS. M. ALL FAUCETS TO HAVE LEVER HANDLES. .NO , �`� ,'� VN. WATER HEATERS TO BE STRAPPED TO 4 • WALL SEE 6/AX-8.13 • A11 ) o - i- n Cl ,O' =a`ro 5 00 I o O t? m <� . DW y--=�" T INTERIOR ELEVATION KEYNOTES 30" L 30" L •• r .• 1. SHOWER CURTAIN ROD • L30" L 30" L 24" 15 " 2. TUB/SHOWER ENCLOSURE " VERIFY W/MFR " " VERIFY W/MFR "VERIFY W/MF 3. BLOCKING IN WALL FOR FUTURE GRAB BARS REQUIRED AT GROUND FLOOR UNITS ONLY.SEE3A Cl ) 1/AX-a11 4. LIGHT FDCTURE CENTERED OVER MIRROR INTERIOR ELEVATION KITCHEN Z SCALE: 1/2"=1'-0" 5, TOILET PAPER DISPENSER©18 24 AFF W. W - 6. 18"TOWEL BAR 48"AFF, PROVIDE BLOCKING ,, 43'-5" c. 7. 24"TOWEL BAR r@ 48"AFF.PROVIDE BLOCKING H _ . 4'-6" ,,1'-8 , 6'-7" • 20'-5112" �,, 22'-31/4" i 0'-51/2" • 10'-81/4" 8. REMOVABLE CABINET,CONTINUE FLOORING /''�/ GUARDRAIL WHERE UNDER CABINET.SEE 2/AX-&11 ■■■r■� 1 i 1 • -8,0 SLOPEIT OCCURS 9. BASE AND WALL AND FLOOR FINISH CONTINUEDSCC Ir} - 1��tl�ry�ll /- OVERBUILD BEHIND APPLIANCE CL C4 - i 1. ' ` / .` ,c 1fl. RANGE EXHAUST HOOD Q .1:? ! SLOPE --- W s ! $ I 11, SINK RIM AND WORK SURFACE COUNTER TO BE 34" MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALLCi) Z DECK -8,Q. w DECK 1 OTHER UNITS I N - • • . • .• • , , , , , AT LEVELS 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" T = ( y- • - - 1 2-4 MAXIMUM AFF.OFCI LLI J ` ' I�� P „ Iii .I 1 1. 'r vl w Z " t 1 _ DINING LIVING ROOM • r 13.WASHER/DRYER �■ .,•_-,. (#y---;-----.-_-...--- •. _ • - ' - .---n- • •• : - EQ• '' EQ' ' •• ' - EQ' _ • , ; -• EQ' - U 53 0 , .' • • , - Ea 131 14.PAPER TOWEL DISPENSER CL DINING', LIVING ROOM Ow. - 1 ' ,I, w _ • 15.SOAP DISPENSER , t-. , • `- " BEDROOM 2 BEDROOM 3 p Q ,• ,' �" 16.SEAT COVER DISPENSER ti (i} Z - . _,'w • r 3'-33/4" co CO - ,, *•. _ •- _,.. _ o' 17.TOILET PAPER DISPENSER T N- I-- EQ ~ EQ I . , , y TITLE ; ; - _ t KITCHEN , '' a . . BEDROOM 2 r- =r.a�,.=�-�-� AX�.1T i r 6'-2" 5'-91/2" # DATE DESCRIPTION ��- ':';-.8. -7:*. T:,• . • .- , , :EQ, •-EQ -.W, . ,. -,' ' , ' , ', . . .. '.• _ - ' -BEDROOM 3,' ••; • ' _ W 1 1 I � I � � ____ _ UNIT LEGEND RI TION '1 1 1 1 IV. 1' I 1 I j 2 1 Q,tr - ogi o " .KITCHEN. -; • -. • - • L- -L- I----- 1� t - --1 - 0 .-�. [ti O SMOKE DETECTOR b : r----=1 • • • • -G- REF co rc' �_ 1. a L , 1 r `.. , ' • `EQ EQ EQ ,, ' EQ; f - T St _�N to CEILING SURFACE MOUNTED LIGHT . i a. •�', 1 • • • 01. o o WIRE SHELF. ---:; _ "_^t;• ' d '• c m WIRE SHELF �N B._ '1 ) FIXTURE • • • r CLOSET J - �,/' w as • - _ti )2 ,,`; - �r MOISTURE 6 v y) • - ENTRY ' t RESISTANT7 g ;�, I I WALL-MOUNTED LIGHT FIXTURE c� _ • /. _ y r ; ' '- _, _ • ar GYPSUM ENTRY "' w 1=a' EQQ ci " a .CLOSET BEDROOM 1 - ,,. to EQ u� `Y' BR ¢ CL1 MacvPory m DASHED SIDE REVISIONS : : _ '1 : ; --1 :� ` BEDROOM 1 � L __ -__in ' • .1 r I 'Sr . . .. MOISTURE GYP BOARD ' ' � ` - W it J 1 # 16 ,------- -- AX-5,1 t - `-AX-5.1 • ' 1 Author Checker BATH 1 BATH 2 '' _ _ - - „ - 4 ' 1, 13/ 1 1 t I ' �' I ELECTRICAL PANEL SEE 141AX-8,11 "' • - • : -' _ ,y _ _ `V \11()11 1y 1 h _-- hI COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY •t _ .- r �, I BATH 13 - I BATH 2 4B C3 i ; r . IT ! /A� i _. I OPT-A_J ® OTA; -_� - -- W . lit - I P i t Eal "Us EXHAUST PERMIT SET T - „ • wa _1_1 - __ .___ ■ I 1 - 0 1 O STATUS ___ I I I 1 EXHAUST-WALL VENT - . - l"f . , . '� 1'I C`' , i 1 I ! 03.29.20,8 ,. 1---0L-: . ,� ; v I DATE CENTERI. CENTER * EQ EQ OVER EQ EQ OVER / :. 17052 VANITY , - VA)�lTY MOISTURE RESISTANT - PROJECT NUMBER - EQ t EQ EQ I. EQ EQ EQ GYPSUM 10'-10" ,2'-61/4" . 5'-51/2" * 3'-11" 10'-51/2" 10'-23/4" . q A)(smi 5 17 ■ UNIT 3 BED - TYPE B - RCP1 UNIT 3 BED - TYPE B I020,80TAKINC. If this drawing Is not 24'x 36`,it has been . I SCALE: 1/4"=1'-0" A -5.1 SCALE 1/4"=1'-0" reduced/enlarged.Scale accordingly. / (. 04 > GENERAL NOTES - UNITS 01 . ctal 2 A 02 ) ( o4 )-`,.., --( 01 > t// A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF . od.„.. Jr% .1 .N. .(113.)-•%...,.........:Na. E# 0 I • Zz 0 . 1 ROUGH OPENING UNLESS OTHERVVISE NOTED. .......... ...."-----........„.0 44 B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS - IIES , , LEGEND SEE COVER SHEET. Otak A ch ects, Inc. . • • ,-cii--) • i • ca)--..... . C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 S Third • enue,Suite 300 . . SHEET VERTICAL AND HORIZONTAL ASSEMBUES Po -nd,OR 97204 - . r-- --i 0 .•, °' Gel 0 r-- -1 SHEETS. m 'n 503.287.6825 • .--( 11 ) BLOCKING-TYP --,, • www.otak.com BLOCKING-TYP / --N.N. D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE --( 05 ) AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. 0 (11._>•-•,s, - - .,,. , , ..,, „,,-----", ,-( 0 - d 'N. r i ____i_ 9._r_.1 _ _ C--)° `t '..*. .....N.. '''''''..N%-Ns'-''`%,...„.r •4-` f- 1 co N„, n I., ii , _ , E. SEE 1/AX-8.12&2/AX-8.12 FOR NON-RATED WALL ,...t,,i)-- ir 7 Wf -1 14 r ....,____i j co { 05 )---..., INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR 4• 312. 5. L I- - - _ _ _ -1 • SHOWER L - .... /I 05 .=:. I I I I 1 . r - 1 1_r J I : I FLOORS. r 1 alomm CONTROLS .. / --- r 1 IIMMik.71111 . ; SHOWER BRIAN R.FLEENER ... , ,...7...1 ji , (: io.... CONTROLS * L J fr.-3 L J '71 IN L .... .1, I L F. UGHT SWITCHES,ENVIRONMENTAL CONTROLS,AND ---( 08 ) .,,, '1 [NN„ 00 '',rafQ& 0 • • ,' . • • . . OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE . . %4PORTLAND,OR , ----,;', , ' I FINISH FLOOR.ELECTRICAL TELECOMMUNICATIONS .... . , . , i ;• . . (17LEPHONEIELEVISION OUTLETS RECEPTACLES ON • . , Ell c.) , , , , I , , I '4( 10F 0 L . i , . . .., . , „ ' . . , , , N. „ ' , , VAVALV:SHALL BE MOUNTED BETWEEN 15"AND 48" 3/29/2018 11. ___-) . 1 4- 1 • r . 25 1/2" jr 16" 1. -.L 21 1/2" L 20 1/2" .1. 1 , STAMP • 1. 60" 1. • / 34" s 12" 1 30" t 41 1/2c, 1,.., .1 60" . 1 12" .1, 30" .1, 42" 35" 1. G. RANGE ELECTRICAL0F48"PANELABOVE TO FINISHED BELOCA FLOORT EDWITHINTTO HIGHEST REACH CONTROL AT GROUND FLOOR UNITS. " - VERIFY W/MFR I VERIFY W/MFR REMOVABLE " VERIFY W/MFR REMOVABLE "}* VERIFY W/MFR " H. SEE DETAILS 9/AX-8.11 &10/AX-8.11 FOR INFORMATION - 4A 4B 5A 58 REGARDING OUTLET BOX PLACEMENT AND DETAILS 11/AX-8.11 &12/AX-8.11 FOR PLUMBING PENETRATIONS _n_d_J-11\ .1-"hr-Citli..tr. INTERIOR ELEVATIONS BATHROOM 1 (ACCESSIBLE PER 1003. 11 .2) a ; SCALE: 1/2"=V-0" INTERIOR ELEVATIONS BATHROOM 2 a , SCALE: 1/2"=1,-0" . - - FOR ONE HOUR RATED WALLS. I. SEE 5/AX-814 FOR TYPICAL INTERIOR WOOD DOOR DEIG PROPERTIES FRAME DETAIL AND HINGE JAMB DIMENSION. LLC . . 5 . 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 . . „ , .• L PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES • -• -., / \ . . AT ALL FLOORS. - . . - - - . -- - -- - - - / \ . . . , / . --,__ -- / . --.. -- , . - . . - 11 0 - --- [ } ----- \ . II ,,_ ----_. ,-- __,_____ ______,,, M. ALL FAUCETS TO HAVE LEVER HANDLES. _11 / . - - / \ . 1---- / . . .1 , , , - • \ . / / N. WA'TER HEATERS TO BE STRAPPED TO . / . / / - ---r----7-- WALL SEE 6/AX-8.13 . / _\ / . . / / \‘,1 // A V ,/ , / - 4.. . . Gni d . . 5 • 555 i- d . . . ,....„.„, .2i0 . oi n n /- _ 0 ,, d . - ai 09 .. S _. . !o• . . f [N, ' ..... 11 ` - ci 40 c-) INTERIOR ELEVATION KEYNOTES _,----- , , , , , f.: , , -, DW ---" • (-- ; : , . . h , , „ , . , , , , , , 1. SHOWER CURTAIN ROD • • . . . , . , H - - - 1°' . 2. TUB/SHOWER ENCLOSURE 1.. ." • •. Iv 4,.• 1' • -i' 30" L 30" J. 30" •1* 30" .k/E, 24" l, 15" L -4 - 3. BLOCKING IN WAU.FOR FUTURE GRAB BARS VERIFY W/MFR "1 REMOVABLE VERIFY W/MFR REMOVABLE RIFY W/MFF( REQUIRED AT GROUND FLOOR UNITS ONLY.SEE 1/AX-8.11 CI) 3A S S 4. UGHT FIXTURE CENTERED OVER MIRROR Sliam. INTERIOR ELEVATION KITCHEN S S S . 5. TOILET*PAPER DISPENSER©18"-24"AFF w ; SCALE: 1/2" 1'-0" . 6. 18"TOWEL BAR©48"AFF,PROVIDE BLOCKING " .• = c. 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING 43'-4 1/4" • Elm -a p ..1t- - 22'-2 1/2" • 10'-5 3/8" 10'-8 3/8" 8. REMOVABLE CABINET,CONTINUE FLOORING ce _ . 4'-6" 1'-8" 6'-1" 20'-5 1/2" . . -,- 1 1 .,'' .. - i• .*-- . • S • S * S S UNDER CABINET.SEE 2/AX-8.11 - 4101 /--- OVERBUILD SLOPE /--- GUARDRAIL - 9. BASE AND WALL AND FLOOR FINISH CONTINUED °CC 0 • -80 BEHIND APPLIANCE CL reC4 / SLOPE ---- --- _ , , „ . & -1 4\ ____., I punarc.-...,, "'" A i . 1.-......-.....:1...------„17"--- k ..., lb •.. 10. RANGE EXHAUST HOOD ICE L1.1 I • • . • . • . • „. . , . , . „ , . , - II Lu N -----1- . ________ ________ --- -- 0 > • 1 I . I % ' 11. SINK RIM AND WORK SURFACE COUNTER TO BE 34" co • ., 1 e_, , . , MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL . , _ . .. , _ • - • • . . _ - • - • - • -• - • - • - - . I DECK , . i , • . . I 1 it 0., .' DECK OTHER UNITS I, 0 ./ CI n Cil AT SILL 1 i \ ..1 . J 1 &I /. • ci) .. . . „. . . . .. ., •:- . . ....____-, . .1 4. 12. MIRROR IMTH REFLECTIVE SURFACE MOUNTED 40" MAXIMUM AFF.OFCI 11J ,,, 6- z i----N.--1 ._- -- --„---„--/ Kam . .. 7.-- /I. _ . ,, 2 •- tO• 11- 14.. .. - t 11 ... 13 WASHER memo ' - . _•• ... •.. ."- - _•• ,. . ' •; :..' ,_ ,.' ': . ','.. . -,- '. -, ,,•:• . '..;' :, ' .• _, . Li ._. _ . . . U. Si o -$ - - - .. ... '.. 0, ._0.- . - ....- -,.. -, -_- . . - - - - • . .. -.,... . , ' . -.., -, ' , .•-- . - ..-.. ... ... ... . , i. , . , . , . ,, „ DINING LIVING ROOM 14.PAPER TOWEL DISPENSER Cl- ir- - •s- - ' •"' - • • ••'• •• ‘. -'• •5'-0" - - - -• .5.-,0 • „ '- , .-•,*-• 5,'=9" '-* • , % ' -61-91/2.1' • '- , „ •. - • . • , , ., . . •_. •• • ' . • -. -. . ., . 1 i .„ _ • _ .. -• FE_ 15.SOAP DISPENSER LU E.. BEDROOM 2 BEDROOM 3 N.: Oct . , -. •. . •. . . , • , , .„ . , - . , „ ,. • , . _ . .."1. ' -•,' .•DINING.. . .... ''• : - .-' - - LIVING ROOM •*:.; . - • • ,' '-, , 2' •-: • , •.- • - 1 • , .... , - uj , • • . •.., -* : - : -„ , . • •- '•. .7 .... . • a 41- ,.- • V. 0)I W io , \ ID uj I / 16.SEAT COVER DISPENSER = C) 1"-- 0 M ----- •, ,• . _ , • • ,. , • ., . , . ,,, Ems co ii.= EQ = , _ . .. , . , . _• ,„. „ ,• - - .• . . - i • i , , C.) / 17.TOILET PAPER DISPENSER . -.-------- , I , I t 1 -- -- . _ _ . . , . ..• .. .• . . .. , _ ._ .. „ •r •,..- •, . . • .. .. , . , 1 / , . . . . „I '4 ri • . - . . . . •. " * .' . - 4 -- -•------ .'-"....-- - • . .-- -$i- r---r==--1-.=-.----r----a!--------c=i- AX-5.18 i \. 1 , r I : - s c4 TIT.LE i ..•• • •, - • , -, • -. - , J i i 1 1 1 ! 1 ,-.. . _-___ , i , . . UNIT LEGEND # DATE DESCRIPTION .' •.••• •• .•- .', ,•-.. - ... --, '•'.., • : ', .. -• , '', :••,. '_, -2 ..: ,.`, • -, • -. ,',-'': -,.'• . -"-",-• . '•-• BEDROOM 2- • ci- •-- -'• -. ._ - , " • • 3A1 / ; * f 1 1 I i I 1 I I------- _•---.11 f e''' .., N. • ••• ,.'' ‘ „ • • , . __, ch al . - __, -- , . , os : ,='.•_:, „.'r, , : -,.. •• ;-: , - ,' ; '. • ',-,. •: • ",-.. -. ._ 1 ... , . ',.' :. i '; • 1- .„ ,-", . -.: • - "...- '-..‘' '-' •.% ..'„-- .,- - ;'.',' : -2 " ' f3,EDROOM 3 -.'-• • '-• ••• ,........,..........._....,___•---_--- _____ - ..., , zo. . . „- iTi G_ REF ro D .-__ ...,- 0.1 , • • a .10. ' ' 4 - -• , , . . . , 0 SMOKE DETECTOR • • . -: -TI -DW- 0.0 1 0 0 CNI ---_ . ): r i • 1 . , . . ... I , I P . • . . / 6 r- , 1 rX • . -.I r 1 1 - 1 CEILING SURFACE MOUNTED LIGHT FIXTURE /- BR i z (..) z i : 1 ! 1 CL6 • 1 . /---- •.- , .• - • , , - - . MOISTURE - 1 0 ;r 2 I I , 1 , Yi < .... . : ,., ,• . - • •, - . . ,. _ . _ ,_ • _ . • _ , RESISTANT / 1 I ALIGN < b co .../ 1 1 . i 1 WALL-MOUNTED UGHT FIXTURE ... _ , ... • • '' ' " ' - BEDRoOM 1- ...-:. , ; .-,:- '-: •'..' . -".. ".. 'r ...• -. ., , • • . •6•,.9_112 .ja •,. , I_ ,. B i01/2" '-,... 2 ..-:. ';, ..,- ... ._ '.: - -...„ . a": ,-.` -•..*, . GYPSUM .- _t_____, i or) t Z1 L-• 1 __-I ! ,-. 1 i 1BR 2._ ,I•v*a_a.-______,__ IMRE ro • • , "r 4 i 1. _7 ,i. . - • . '.• . --j , . . • / 1 ENTRY -; MR GYP ON i f----".'\ REVISIONS I DASHED SIDE E.) . 1 1 MOIS'TURE GYP BOARD BATH 2 r . - . , -._ - . -", .'•: • •-• . - ....., 1:. - ..-, .i.:"‘....:j...."•,. ,.:, ,.-i .. NAI:Tiz (_.--. : ; ... :t.- ,,; .. ,•...,'. ,, BATH i'2 - ' _ --: :- ; .',. - .! -:'... BATH 2'2' • . - i 1 Nsi‘ 7.A tat*-tom i • ---i- % ;-- LU i , . ; •,' -• • -', - • • .. • - • ••.. c. * " - co . BEDROOM 1 ,,` !EaF5A-41,-AX---5-1.1'81--: Ell .100 114\ I I t _ . , . . . u_ y i --- -1, t „ •. - • . , I ,-...eL, GMT Checker \I LI 1 • I AX .1:•• ..' IIII ELECTRICAL PANEL SEE 14/AX-8.11 IN • .„ , .,.....a.----. --. .... -. „ 1." -11. " ,., . -‘• ----.77-'-' ----,- co ce \ -27..,_--;_ ... 1 ," 1 I COORDINATE IMTH ELEC1RICAL DRAWINGS DRAINN BY CHECK BY icti il § 0 I N5B I : , / 1 ':\ „1,..•'" , .r. • - • .. , ., . el i I --• t PERMIT SET b . • ..--.4.__4B _ . . . .•• i El EXHAUST , - - . _ • . .. ... ,_ .. • . : ..' ' - YL (.'' ' * " : 1 • '')'-i" - ' rol 1 : IMI i . [ in), ill, El 1 71 1 . EXHAUST-WAU_VENT - 1 STATUS „,,. : , •:, . - . ' r- A - j• - DATE a-- cr_ CENTER CENTER b . • , - EQ EQ OVER I OVER S •., 5 17052 . • 4? •'''•VANITY VANITY ' ,s,.._ MOISTURE RESISTANT PROJECT NUMBER GYPSUM , i EQ EQ 7-5 1/2"L 2'-9" , 3'-6" 3'-6 1/2" , , . • • 3'-6" 3'-6 1/2" . L J --.' •," -, • . 101-10" .2'-6 1/4", 5'-5 1/2" 3'-4 3/4" 10'-5 1/2" 10'-8 1/4" Jr_ ./ •r" . A)( 5 is 18 . UNIT 3 BED - TYPE A A : SCALE: ye. v-ow a , SCALE: 1/4 =1%-O . 1111 , UNIT 3 BED - TYPE A S " n - - . . 02018 OTAK INC. . If this drawing Is not 24"x 3r,it has been reducedh3niarged.Scale accordingly. • . . . . • WRB WRAP OVER - Otak - - SAM AND MTL . FLASHING . A FIBER CEMENT SIDING =�' / SEE ELEVATIONS _4 ,fes,. SAM WRAP OVER - • SEE PIAN i t ' FLASHING Inc.. • — , ' METAL FLASHING O ak A' I 'CIS, l t, 1 WITH DRIP EDGE 8': i 'rd A nue,Suite 300 UNIT i I' ""' METAL BASE Po 2� i nd,OR 03.287.826 INTERIOR i 'moi FLASHING www.o87 6825 SEE SECTION �_ PRE-MFR TRUSS SEE �1 • .., " , ' -•J BALCONY AT SIM ' ' ,I\\ \ - RIGID INSULATION f - STRUCTURAL a- -� • BEHIND HEADER RAIN SCREEN FURRING- 372Q_ EXTERIOR - DO NOT PLACE OVER FLEE R I FIBER CEMENT SIDING, ' WINDOW FLANGE _■w1HEADER SEE OR 2 ■■■i ~.� STRUCTURAL SEE ELEVATIONS r FIBER CEMENT %MANI/ ■■■ ..*:.1 i • • �-}. SIDING • HEADER,SEE RAINSCREEN FURRING ■■■ NUM ,r r , ■■■i �� RIGID INSULATION STRUCTURAL 12111" ■■�� LAP SAM OVER METAL \ • r LAP SAM OF 0 Ai j BEHIND HEADER v I i FLASHING . } FLASHING OVER LAP.WEATHER BARRIER C NAILING FLANGE 3/29/2018 iHiAY • i i ., : Air LAP'WRB OVER STAMP7riviVERSAMANDMTL N _ _ MIL INTERIOR IF11 � BOVE!moi . . „� EXTERI011 END DAM 1 , SHEATHING �� ♦ SEE END DAM BEYOND, ' �'• << f INSECT SCREEN W/ SUBSTRATE PLAN i INTERLOCK W/JAMB `- `-' 1 J n AIR SPACE jr1,1.1-11\ .1-1-v---ifitl--LI, �� i, . - SAM WRAP OVER --- i FLASHING '= r AT BOT OF RAIN IN .-,� EXTEND TO 1/2 •,,� <- ■��w FLASHING PROFILE ! SCREEN,DO NOT EXTEND FLEXIBLE SILL --- FLASHING FLASHING HORIZ TO ,. BELOW TOP OF `. INSECT SCREEN W/1/2 AIR I HEAD FLASHING TO • _ _....,_ . ,_ - . r s ` SPACE MIN AT BOT OF FILL GAPS WITH CAULK PROPERTIES PROJECT BEYOND T ._ WRB WRAP OVER SAM . _ ----...._____ _______:-1 RAIN SCREEN DO NOT . EXPANDING �� END DAM BEYOND, LLC VERT JAMB FLASHING INSTALLED LATER —`,� ';.•- AND 11rITL FLASHING ' • CAULK FOAM SEALANTI INTERLOCK W/ APPLIED LATER ,.� KSMETAL ET IN HEAD FLASHING LNG JAMB FLASHING • JAMB FLASHING AT �, ;' - , I _ _ _ APPLY SILL FLASHING ti BOTH SIDES OF • _ - . METAL HEAD FLASHING r END DAMS SET ONTO _ HORIZ BELOW THE SILL. ~ r OPENING. EXTEND SET IN SEALANT WITH d, /"� METAL HEAD FLASHING CONSULTANT • SEE SECTION SEALANT BEDDING JOINT WRAP 518"GYP BD FASTEN THE TOP EDGE BEYOND SILL FLASHING I\ END DAMS SET ONTO IAL SET IN SEALANT WITH OF THE SILL FLASHING AND ABOVE WHERE UNIT SEALANT BEDDING JOINT END DAM DOOR ANDHOLLOW FRAME END DAMS SET ONTO • TO THE FRAME. BUT DO WATER DAM HEAD FLASHING WILL VINYL NAIL SEALANT ALL SEALANT BEDDING JOINT NOT FASTEN THE INTERSECT.LAP JAMB x INTERIOR FLANGE WINDOW FLASHING PROFILE AROUND WINDOW I LOWER EDGE SO THE - FLASHING OVER TOP VINYL"NAIL FIN" WEATHER RESISTANT "' FLEXIBLE FLASHING AT OF SILL FLASHING FIRE SEALANT I� , WINDOW �,,,.r. NOTE:PROVIDE NOTE:PROVIDE `/ BARRIER APPLIED SILL LAP OVER LEAVE BOTTOME EDGE WEATHER WEATHER FIRE SEALANT LATER MAY BE SLIPPED . , , WEATHER RESISTIVE UNATTACHED. ..• ' WRAP AS PER WRAP AS PER UP AND UNDERNEATH •f-,'..',- BARRIER&WATER _, \-� 17/A8.01 171A&01 THE FLASHING INA ;::;,: :•;� -•- ► DAM, PROVIDE ,ti ► WEATHERBOARD �; - r POSITIVE SLOPE TO 11 FASHION, `"='�''- ' � � . EXTERIOR WITH DAM AT - •7•I-- _ INTERIOR OF SILL - 11 WINDOW HEAD AT BALCONY F.C. 7 DOOR HEAD AT FIBER CEMENT _ 3 WINDOW HEAD AT TRUSS ,, -8.0 SCALE: 3"=1'-0" A _8,0 SCALE: 3"=1'-0" • -8.0 SCALE: 3"=1'-0" • • STEP 1 - STEP 2 • LAP WEATHER RESISTIVE JAMB STUDS,SEE INTERIOR �� BARRIER OVER SIDE FLANGE STRUCTURAL 1 x MDF SILL,PAINTED TO SEAL THE WINDOW FRAME TO OPENING AND MEMBRANE SEE APPLY CONTINUOUS WATERPROOFING,TYP PLANEEJAMB STUDS,SEE SEE PLAN SEAL TO THE - APPLY CONTINUOUS ::\ BACKSIDEETO THE SEAL ALONG TOP - = END DAM UNDER THRESHOLD STRUCTURAL MOUNTING FLANGE {HEAD)MOUNTING 1X MDF TRIM NEAR THE OUTER FLANGE. EMBED \ ` - _ � . EDGE AND IN-LINE BOTTOM OF HEAD • �,/ '+� \ A WITH ANY IN-UNE EXTEND TO 1/2"BELOW FLASHING AGAINST ( - 'l CIO TOP OF HEAD FLASHING SEALANT(FLASHING .fir• Lp4� PUNCHED HOLES OR '"� f 5C �N�D SEALANT ALL TO BE INSTALLED LATER GOES OVER ob AROUND SLOTS ON THE ' SEALANT).EXTEND . .cOZ • WINDOW MOUNTING FLANGE. HEAD FLASHING - #08 * Z CO BEFORE BEYOND EACH JAMB WRAP SAM SHIM AS k INSTALLATION FLASHING. FASTEN IN /� ,.,., d INTO ROUGH REQUIRED BY I - W r 9 �- ` R-. MFR,FILL GAPS � V -,� WITH EXPANDING � -- _ . RESEAL ALL OUTSIDE — M = JOINTS OF \\\xit ,�__ � • < PLACE. OPENING • • MECHANICALLY = LAP WRB OVERJ 0....--- -1.41 -I'R, 'T _�-��f-___� _ _ :__ . FOAM SEALANT : ._-- _ - JOINED FRAMES, .-, _ SAM J - i SHIM&ADJUST OVERLAP PAN WITH FIBER CEMENTS DING ---/ / VINYL"NAIL � W 1 . WINDOW TO ACHIEVE MEMBRANE WATERPROOFING RAINSCREEN FURRING / r, FIN"WINDOW '��. SQUARE.PLUM&LEVEL SYSTEM PER MFR AT DECKS — METAL L-TRIM W/HEMMED BACKER ROD&SEALANT " "} WRAPINTO OPENING () C� i318 •s,_r CONDITION USE \ = p EDGE,INTERLOCK W/END CORROSION RESISTANT 24 GA FULLY SOLDERED G-90 "' z EXTERIOR FIBER CEMENT SIDING 1-\ '>:;..' .',-.. DAMS E HEAD G METAL L-TRIM W/HEMMED RAIN SCREEN FURRING tt (f) i FASTENERS. FASTEN GALVANIZED DOOR PAN AND WEATHER LAP END EDGE,INTERLOCK W/END DO NOT PLACE OVER 4( W WITHIN 10"AND NO �. \ DAMS OF SILL PAN DAMS OF HEAD FLASHING WINDOW FLANGE J 1 r CLOSER THAT 3 IN FLASHING — EACH DIRECTION FROM y AND WEATHER LAP END LAP WEATHER RESISTIVE N r EVERY CORNER. NOTE:PROVIDE DAMS OF SILL PAN NOTE: PROVIDE BARRIER INTO RO,WRAP Z I— SECURE WINDOW HOLLOW METAL AROUND FRAME DOOR AND FRAME • WEATHER WRAP AS PER FLASHING WEATHER WRAP AS PER FLEXIBLE FLASHINGLu OVER WINDOW FLANGE co � OPENING W/ • 17/A8.01 . 17/A8.01 AND SEAL TO FIN = - N EQU •EM'ALOF 6d - • STEPS FMAX ASTENERS AT16"O.G. STEP 10 DOOR PAN FLASHING s DOOR JAMB AT FIBER CEMENT 2 WINDOW JAMB AT FIBER CEMENT Li CO a o O T A -8.0 "=l'0" • -8.a "_ < " A -8,a "=1=0" LU SCALE; 3SCALE: 3 -1-0SCALE: 3 !` W 1-- ti I W 1 x MDF TRIM, WEATHER . WRB TYPICAL, • PAINTED TITLE RESISITIVE '",•"..".•_;•:' - SEE 26/A8.01 FOR # DATE DESCRIPTION BARRIER,LAP OVER ,i;'•,,• �,r ADDITIONAL p , TRIM BEYOND FLEXIBLE HEAD : .44 `'=' .• INFORMATION INTERIOR "'S _ EXTERIOR DOOR FRAME BEYOND l SEALANT ALL FLASHING ` `.- a:! ; f • y r END DAM OF SILL PAN, AROUND WINDOW „_ RAIN SCREEN ANCHOR AND SEAL TO SHIM WINDOW AS _ ;,. FURRING "`' JAMB RO 2ND COURSE OF WRB '�=• "' • `• ••;�f '-...‹...z...-(:,:.• ALIGN OVER \— PROVIDE REQUIRED BY MFR DOOR PER DOOR SCHEDULE .� WALL STUDS INSECT DOOR THRESHOLD SET �`-'- WINDOW "NAIL FIN" �=�-':'�_ �� "', .,,, SCREEN AT - - - � IN FULL BED OF SEALANT Q 1:1 WINDOW TOP AND 1 V \` Ar - \} \\‘.-1 - BACKER ROD& IAP WEATHER- - :. •''..;•.•-,.;--„• -= � - BOTTOM OF _ - RESISTIVE :.,-1.:".•-::,'. . ' FRAME \,........c.... �" �- 1 SIDEWALK OR r -•• _'� ,�--- -- TIE: SEALANT RAIN SCREEN ^' ASPHALT PAVING \f 'BARRIER TO SHED WINDOW \I _ / OPEN SPACE �� METAL J-T ftlM WATER, HORIZ ).: \ FRAME I BETWEEN /r,,•- - -- . 1}- ♦TO SLAB WITH DRIP EDGE JOINTS 2"MIN, •v,•:';?; I' NAILING �/� ( ' FURRING °: � 4• RAIN SCREEN REVISIONS VERTICAL JOINTS •J.• .,.:•:. FLANGE , /� 1 4 ; r.-1 MR s, • -. , • ' �. ' DASHED V = FURRING TO STOP 'IST COURSE OF WRB -;=i% I �, •:w•A '{ ■� • ., {. SHORT OF NAIL FIN NOTE THIS DETAIL IS BASED ON AAMC 1� ) • .•• % =.s SLIP BOTTOM OF :> '• ",. \ " ( :z __••. .4. ;N.4 : _ •:a PLAN a 1/8" Author Checker �, 2400-02 METHOD B. SEE HAMA 2400-02 I I N fSEE FLEXIBLE FLASHING JAMB FLASHING& ' FOR FULL WRITTEN DESCRIPTION OF I �i I I " ;: , / OVER CORRUGATED `� SYSTEM INSTALL WINDOWS PER MFR - ■ ° a :� s PLASTIC BACK DAM AND DRAWN BY CHECK BY SILL FLASHING -,•:._,•1,-;f'• INTERUPTED I I � �■ ._ t . OVER WFATNER 1~ RECOMMENDATIONS,NOTIFY RAIN SCREEN _ _ _ / d:�- ' �---i ' —• ' ; t ' • } ■ i i — i i—, i. ° DOWN F_XT OVER WRB RESISTIVE ' ARCHITECT IF CONFLICTS OCCUR. FURRING FOR -' _ - ` ■ _ I II i PERMIT SET - - '- RAINSCREEN j fi 0 `l ■ I ITri,,.,,,. , -'`= SEALANT JOINT STATUS BARRIER AT =BOTTOM OF ORIZONALLY - - - TO OVERLAP T ,OW, ! ■� ';, , I I f , 03.29.2018 • 1: _ !� ( �.� � j`� EXPANSIONJOINTWRB STEP 5 •-• AN "' °• • r ' •- MATERIAL , WINDOW SILL. UNDER J�-�' -` WINDOW • • ■■ '` ' , ; : !�' WINDOWS '�'' *' FLANGE,TYP • •� I ■ -_-_, —' � 'i METAL SILL PAN FLASHING,SET IN FIBER CEMENT SIDING DATE SEALANT DOWN FACE SLAB/ WRB TYPICAL • I ! ION FOUNDAT _ _ RAIN SCREEN 17052 - SEE 17/A8.01 NOTE: PROVIDE • FOR CONCRETE- WEATHER FURRING PROJECT NUMBER • ADDITIONAL FOUNDATION,SEE WRAP AS PER INFORMATION • STRUCTURAL 17/A8.01 RIGID INSULATION _ , A)(ms 8 ■ 0 I 17 EXTERIOR OPENING WEATHER WRAP AT WINDOWS (DOORS SIM) 9 RAIN SCREEN AT WINDOW 5 - DOOR SILL AT SIDEWALK / PATIO - 1 WINDOWSILL ®2018OTAK,INC. SCALE: 1"=1'-0" SCALE: 3"=1'-0" SCALE: 3"=1'-0" -8.0 SCALE: 1/2"=1'-0" -8.a -8.0 -8.0 xrhis drawing is not 24'x 3451 It has been reduced/enlarged.Scale accordingly. • 9._,„‘.40:11L:..... .AkL. . . • WRB WRAP QUER SIDING,SEE ELEVS FLASHING Otak chi -cts, Inc. WRB .808 4 Third A -nue,Suite 300 SAM BEHIND WRB, Z-FURRING WITH Pa and,OR 97204 • LAP OVER MTL ! VER / ,;I %' FLASHING MIN 4"` PLAN (I ,.. - WEEP HOLES • ,� FLASHING . ;r- SEE SECTION --'` �`� -/ ' .r' • -�' i' ' INSECT SCREEN SEE PLAN ■ '" ,�f = *` METAL FLASHING ,. o'I r WITH DRIP EDGE _ e SEE I • III METAL FLASHING WITH ! _I I .- ` i /11i DRIP EDGE UNIT 'i, \ ,' I I�#) 372.' SECTION .%� 1 I .- i. MTL FLASHING EDGE SET INTERIOR ,.- = BRIAN R.FLEENER . - ! / , IN SEALANT F4 EXTERIOR ` ' 4'~• 4 FIBER CEMENT PANEL 11P4111POIAlp a ' 1/4"112"MAX WATERPROOF TRAFFIC °: ;: .: I • '\ .. f :.- ;,_ , . ``" I I I PER ON S COATING SURFACE - .« EL.EVATI S �� PE /� , '{}R,‘ . .;(( �`` LO - PORTLAND, r III 14? !/ \ l •. P �, V �t• 1I RIGID INSULATION I - - - I BEHIND HEADEi! i'-',,,,; \ \ \� .0.. _�►�� - 3/29/2018 a ‘411111111 l' I • I� FILLCAVITY WITH _i e STAMP EXTERIOR ,I INSULATION ■■■ I HEADERSEE# j Iwillillil rS �I I STRUCTURAL i �1 I( E I WRB WRAP OVER SAM l■I AND MTL FLASHING Sf.Ii , ,� M�� Z-FURRING WITH HEADER FRAMING 1 i WRB DONT BEHIND LEDGER RIM• S WEEPS ABOVE B PROPERTIES ,I NAIL FLANGE l PER STRUCTURAL_ i �� SAM WRAPPED - DECK FRAMING SLOPE TO ■■■ , �" _ _ LLC --I OVER FLASHING ?.!W I ' '�1. �J Li-- OVER ( , '-- HEADER SEE i DRAIN,SEE STRUCTURAL ■ ans r • INSECT SCREEN f ` - - — STRUCTURAL ;IIII�4�! ullii� . . i h I . . F4 FIBER CEMENT SOFFIT �I : ~----- SAM WRAP OVER CONSULTANT 811100,, II •+' • LINEAR SOFFIT VENT ��I��i FLASHING I."• 5/8"GYP BD - PRE-MFR TRUSS SEE ,/ -.,..- . . . .-. ....,... . WRB WRAP OVER SAM . I ' F-11,=..- FIBERGLASS STRUCTURAL I INSECT SCREEN 1 AND MTL FLASHING SOUQ 2X BLOCKING ! EXTERIOR _ I , AND VENT BLOCK T&G VERTICAL METAL HEAD FLASHING7 MATI — �- GORRtDOR ` : SET 1N SEAQ ANT VNii1TH GYP Bi�D Z FURRING WITH WOOD SIDING I END DAMS SET ONTO FIRE SEALANT WRB i -------------VERTICAL WEEP HOLES SEALANT BEDDING JOINT /� METALIN HEAD FT WITH SHING ' I \ � V ��SiDRNG, SEE ELEVS SEE SECTION SET IDN SEALANT WITH VINYL NAIL NSOFFIT CEMENT UNIT /� E AMS SET ONTO FLANGE WINDOW ' \ SEALANT BEDDING JOINT N FIRE SEALANT VINYL NAIL INTERIOR V VINYL NAIL FLANGE WINDOW . FLANGE WINDOW • FIRE SEALANT • -15 WINDOW HEAD AT CORRIDOR • 11 WINDOW HEAD AT BALCONY TRUSS - 7 WALL AT BALCONY - WD 3 WINDOW HEAD AT BALCONY - WD II • -8.0, SCALE: 3"=1'-0" SCALE: 3"=1'-0" SCALE: 3"=1'-0" . -8.0, -8.0� � -8.0� SCALE: 3"=1'-0" LAP WEATHER BARRIER • •• OVER SAM AND MTL • FLASHING ''' LAP SAM FLASHING 1 x MDF SILL,PAINTED OVER METAL EXTERIOR JAMB STUDS,SEE • SEE PLAN FLASHING I STRUCTURAL • INSECT SCREEN W/ 1 ' 1X MDF TRIM . 1/4"AIR SPACE MIN J1 � -� • AT BOT OF RAIN . Ili , j� • FIBER CEMENT SIDING CO SCREEN # . J ` ` I , FIBER CEMENT SIDING RAINSCREEN FURRING - .. - ■■� METAL FLASHING W/ L HEMMED EDGE • •HEADER,SEE f .-'��/ I; HEADER SEE ' //, : DRIP EDGE SET IN # STRUCTURAL I I • RAINSCREEN FURRING • • STRUCTURAL SEALANT ALL SEALANT,PROVIDE END II I. 1 I LAP WRB OVER SAM AND LAP SAM OVER METAL FLASHING PROFILE %:,:--..-; .-� FLASHING AROUND DAMS ' 11 ? MTL FLASHING No. ''= WINDOW MI 0 Ii ; LAP WRB OVER SAM - UNIT AND MTL FLASHING e M • z FIXTURE, RAIL I :r LAP SAM OVER METAL. I SHIM AS _ REQUIRED BY Z ATTACHMENT ETC, r— — — —1 i `' �SLAN I FLASHING INTERIOR .r SEE # F '4 NOTE: sr— FILL GAP BETWEEN EXTERIOR MFR FILL - ARCH/ELEC/MECH •--� - - PROVIDE SEALANT AT TOP OF 'I FRAME AND SAM SEE • I END DAM BEYOND, VVITH EXPANDING — _ _ - Ce W I I I - - j MOUNTED ITEM AND I I ' W/EXPANDING FOAM PLAN I # / FLASHING W/JAMB FOAM SEALANT —i� I -I ELECTRICAL CONNECTION d SEALANT ALL AROUND ' —' � liCt - C:3 0 % =— DECAY RESISTANT I I L— # WHERE APPLICABLE,PROVIDE I I INSECT SCREEN W11/4"AIR " /�f .-�� CL LY 1 • UL LISTED FIRE RATED _ i I s SPACE MIN AT BOT OF FIN"VINYL"NAILW .r WOOD FIXTURE 1 I SEALANT AT ALL THROUGH ! INSECT SCREEN ! ted. �" :r RAIN SCREEN,DO NOT BACKER ROD&SEALANT `~ LU BLOCK-PRIME AND I- — -I WALL PENETRATIONS ' �' -_-_-.4CAULK• 1 VERTICAL T&G CEDAR J PAINT ALL SIDES w�� "�--- _ SIDING ' .� I�� , ..�.1 . _ _.•.... HEAD FLASHING SET HORIZONTAL Z .... Q SEALANT ALL , SEE END DAM } METAL FLASHING WITH a 4METAL L-TRIM W/HEMMED N • PLAN ■■■I■ # 1N SEALANT FURRING WITH WEEP AROUND BETWEEN I I HEMMED DRIB EDGE i `� EDGE, INTERLOCK W/END Q W • Milli �+ HOLLOW METAL HOLES M BLOCK AND SIDING / FLASHING PROFILE �n� ' I SEALANT DAMS OF HEAD FLASHING �� • DOOR AND FRAME AND WEATHER LAP END ___ WRAP SAM INTO RO,LAP = N SIDING SEE V ' WOOD DOOR FRAME /END DAM • DAMS OF SILL PAN NOTE:PROVIDE WRB OVER SAM r... enELEVATIONS 1x MDF TRIM, W „" �/ RAIN SCREEN PAINT FLASHING PROFILE FLASHING WEATHERP AS ER LAP SAM OVER WINDOW �_ .Ce FURRING 17/A8.01 ti ■ 8O 0 FLANGE AND SEAL TO FIN nein • W CO Pe w14 FIBER CEMENT MOUNTING BLOCK 10 DOOR HEAD AT BALCONY 6 DOOR HEAD AT WD SIDING 2 WINDOW JAMB► - WD SIDING c� I-- • -8,0, SCALE: 3"=1'-0" -8.0- SCALE: 3"= 1'-0" • -8.0, SCALE: 3"=1'-0" _ �v/ -8.0, SCALE: 3"=1'-0" Emil' h 0 P-1::I- W • WRAP WRB OVER SAM 1 x MDF TRIM, • AND MR FLASHING PAINTED TITLE LAP SAM OVER MTL ,-. BACKER ROD AND DOOR,SEE SCHEDULE WEATHERSTRIPPING # DATE DESCRIPTION . FLASHING - SEALANT ALL SIDES OF BETWEEN BOTTOM OF JAMB STUDS,SEE INTERIOR SHEET METAL FLASHING / �) EXHAUST GRILL WEATHERSTRIPPING DOOR AND THRESHOLD STRUCTURAL f `� BETWEEN JAMB AND Li \W/DRIP EDGE I DOOR ALL AROUND, SET N SEA TLANT SEE /AX8.13 PLAN 1 SEALANT ALL BACKER ROD AND SEALANT » ' TYP Ni. HIM WINDOW AS 7"DEEP COLLECTOR ■■■I WRAP OPENING W/ \ BOX EXHAUST PLENUM APPLY CONT SEALANT Ell SAME,LAP OVER WRB, e•--- AT THE FRONT&BACK t REQUIRED BY MFR / - ■ CONT BEHIND DECK - • • "•-' _. ` ` I' 1" VINYL NAIL FIN 1x1 WOOD BLOCKING / TO VENT OF THE UNDERSIDE OF LEDGER ALL 4 SIDES OF f DUCTWORK SILL PAN&AT THE ■ ,,�=� ` WINDOW " OPENING J BACK OF THE SILL PAN 1 OVERBUILT FRAMING FLANGE ■ AND PLYWOOD ,r— 1,`, �� .1, � yY BACKER ROD& / ■■I _ SEALANT imp TRAFFIC COATING WRAP SAM INTOAli 3 �• METAL J TRIM ��.�, AND DECK DOOR RO - WITH DRIP REVISIONS VENT EXHAUST GRILL / ■■rI r r- ; Ae-.. -4 WATERPROOFING i - LAP WRB OVER i EDGE lA�gl� /l1 • • BACKER ROD � .,• , -ii% _ "- 77+-,• i SAM _ ` FLEXIBLE FLASHING AND SEALANT !° / OVER 1/8"CORRUGATED I `� - \ �-`� _ — `. . - ° SEE e 1 PLASTIC BACK DAM AND Author Checker I // I/ z / // r �� „..---'--..--- ,-/-- /, /// •. 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I4111111111 *, �- t FURRING WITH WEEPS STATUS � � It "'* • BACKER ROD&SEALANT SAM,LAP OVER 1 1 .t WRB 03.29.2018 P METAL L-TRIM, EXTERIOR II '■ ' INTERLOCK 1N/END DAMS VERTICAL T&G CEDAR DATE RAINSCREEN 'I , ■ OF HEAD FLASHING AND FURRING I I \\\\ • WEATHER LAP END DAMS /� I SIDING 17052 • ;; OF SILL PAN FLASHING gyp/ ' PROJECT NUMBER • FIBER CEMENT —- - -- i 4A '� NOTE PROVIDE NOTE: PROVIDE LAP SIDING -' PT LEDGER,SEE HOLLOW METAL WEATHER WEATHER STRUCT DOOR AND FRAME WRAP AS PER WRAP AS PER VERTICAL WOOD 17/A8.01 17/A8.01 Axam851DLNG AT SIM WRB,LAP UNDER SAME BEAM SEE STRUCTURAL • 13 EXHAUST VENT • 9 • DOOR SILL AT BALCONY 5 DOOR JAMB AT WD SIDING 1 WINDOW SILL - WD SIDING 02018 OTAK,INC. , if this drawing is not 24x x 36",it has been -8.0 SCALE: 3"=1'-0" • -8,0, SCALE: 3"=1-0" • -8.0, SCALE: 3"=1'0" ' -8.0, SCALE: 3"=1'-0" reduced/eniarged.Scale accordingly. • 8"WIDE FLEXIBLE INOTE: NO DOOR AT SIM -- UV RESISTANT EPDM I FLASHING,CENTER P i-- MEMBRANE AT OPEN ON CORNER OR f : x i - JOINT ------=Zif-C-------- ---------- ---17-= JOINT .-•=...-. ,,,,z_________ ......7,./______ xx.• -1=7.--402*- .-?- } • 2X ,,t,. 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BEAD SEALANT,TYP SEE MEMBRANE AT OPEN 4-'" '• HORIZONTAL SEE BEYOND • \- ,..N \ , -7. y- BARRIER,SEAL PER _..)4 ' SEALANT JOINT - PLAN JOINT 4,A RAINSCREEN Z- PLAN . STEEL PLATE , 431643-- ' Ili'.'- -I><.IX : . ' f\, 1-1/2"X 1-1/2"TOP RAIL ' • • MFR REQUIREMENTS I I II . UV WEATHER • 11 i FURRING VVITH WEEPS EMBED ALUMINUM INSIDE CORNER TRIM BLOCKING PER A - ! I I RESISTIVE BARRIER, f/1 . ' , RAIN SCREEN . SEAL PER MFR • /I:r P ,VEsIDRINTIGCAL WOOD VERI1CAL WOOD TO STEEL PLATE JOINT . .1 : , 1 A- FURRING,TYP REQUIREMENTS ____20' "II' /N.__ FIBERCEMENT SIDING COVER WELD TO METAL \\NN..... PRE-FINISHED 3/2,3/2018 ---",i' ,1% FIBER CEMENT PANEL . RAIN SCREEN _________...----------<---ANGLE,NOT FASTENED - . ALUMINUM PLATE 1 SIDING . • FURRING,TYP FIBER CEMENT SIDING , AT BRIDGE , . • STAMP : . • i °I '-'44 EXTERIOR , FIBER CEMENT SIDING .„........----------- DOOR THRESHOLD •- - , ' „ - PER ELEVATIONS 16 FIBER CEMENT INSIDE CORNER (PLAN) 12 WOOD INSIDE CORNER (PLAN) M 1 1 1 TO EET ANSI SET IN SEALANT . - ••. \C :..i ____, - • -8,0 SCALE: 3"=1'-0" • _8.0 , SCALE: 3"=V-0" ir„...-----------------, :s.t ..----- ro•-• 4 BALCONY AT WING WALL ,---hri-12__Lb_ / . _8.0 , SCALE: 3"=V-0" DBG PROPERTIES .4 . 4"MAX • . • • • • .. • . 4‘ .7 , - 4"MAX , • - LLC ' A. k , . •I'' • • ,, SEE i 1 - • . • /\/ ' —7, — F----}.-„,:----------‘4,H_4' e•-•'`i FIBER CEMENT <-•;-. .:•-• :. -..-- -: - •••••,-:. -------SAM VVRAP INTO //7 701 • -• PLAN I i SIDING SEE OPENING,OVERLAP CONSULTANT FIBER CEMENT ' 1' VERTICAL WOOD _„...- . -4' ' II II 1 ELEVATION FOR :.......A, , ---=4.- - ' FLASHING -<•-C' '. FIBER CEMENT -\\•' I LAP SIDING •• 1 TYPE 4 _ . . 1 - PANEL SIDING • ! SIDING • .„,„.TS : "1 . -.......,.....,.. , WEATHER RESISTIVE\A I I, WEATHER 7."'" 1 71- I RAIN SCREEN . ' . sio...- -METAL ANGLE • • 1 BARRIER,SEAL PER \ ''''./ ..---, i - -FURRING,TYP / ,rf RESISTIVE • --' ' • POST SEE ,. •- • ----__ I VVEATHER RESISTIVE A I I • MFR REQUIREMENTS - i i • - .1 '. k BARRIER,SEAL I I" I - • MTL REVEAL 7-- • ': till. kilIllIlIlloo., Pr --------------.....____METAL FLASHING 'STRUCTURAL 114101.111.1111 BARRIER, SEAL PER \ 1 1 , :• .\ 11 II TRIM PER MFR WITH DRIP EDGE . •-..• MFR REQUIREMENTS \ 1 1 PER MFR ,: 1 • .---.., ,L: _ II REQUIREMENTS -•-•---"j 1 j,S : • IIIt - - VARIES ., fi,.... ---------.......e -------BRIDGE RD/OVERFLOW PIPE ,,' ' - b4, r4 u. . s V: 8"WIDE FLEXIBLE —A 11 8"WIDEFLEXIBLE - --- / I X i----'11c-1- . :^ SEE STRUCTURAL 4'-, 11110•__iiim.,40‘ STRUCTURE By SEE PLUMBING %.. 111 -' I A_:, 1-1/2"X 1-1/2"TOP RAIL : lief FLASHING,CENTER \ ON CORNER OR - rri i ,,, FLASHING, CENTER ON ..." ry ....-- 1 , . _ ,41! -,,,, 7 --"------------ PT FURRING • / BRIDGE MFR . , - • I- h." §' / I )' --- I , , BLOCKING PER :0) Er VVIDE FLEXIBLE ---‘ I I JOINT le . CORNER OR ---- i , r" ' FLASHING,CENTER • i: JOINT _--- i 1 , ' CENTER ON JOINT :';' 'IM lir ------WRB '- . . ON CORNER OR \I 1 RAIN SCREEN ' I 1 , -•••••4 1 1 I ,„:"......",...../...„,,----- HORIZONTAL . ' I ' STRUCTURAL FE JOINT \ii 1 FURRING,TYP - .. - I i i : PRE-FINISHED ' -". RAINSCREEN / ,, . ,' • EXTERIOR • /1 , ALUMINUM PLATE /- ,--,• „ RAIN SCREEN N I, SEALANT JOINT, \\\ 1 :.'! I • , [ Z-FURRING / ' \ 15 , - ,-4 - FURRING,TYP --...4 TYP • , . HORIZONTAL _..,-\i .•5. Isk i ' ,...-- A ' ,- WITH WEEPS / / . . AX 03 I :71,,; . /- - SEALANT JOINT, --,/ I d\ 1 ALUMINUM . tr\ RAINSCREEN ,......."-;• 1 IN ..q., --- VERTICAL WOOD / / />'-.- ------ -.....—....,,. O:no A,__ 72.,,,,_Lit.TORLYTIMSIDE CORNER Z-FURRING - ' '11 ' "2.--...------ SIDING / 1 :/\1 'i" ..z:_i ' •,, . _.4-.-L._-1 IN,- ALUMINUM OPEN CI' Lit_A---.L.--_-:- WITH WEEPS 1 11 I' 7-•--'7•*-• . . • I •\>: -:1 . ,, I _ s., , .,, , , !•,i '' `. . OUTSIDE CORNER ,„,i -----e-: - N A.X.= -----'''''I • —---, I I C,.--,' . / I t TRIM COLOR TO 2.**:•;-•---1- ._ _ i BLACK ----\1 1 , t ) MATCH PANEL :,..„....,„...-- - - CORNER TRIM -77-r-2-- - f-> / ‘, -....._—..... FIBER CEMENT WOOD SIDING TO FIBER . - !_t_7'----- . 1 . ; FIBER CEMENT . LAP SIDING CEMENT TRANSITION . PANEL SIDING - 3 BALCONY AT WING WALL AT GRADE • 7 BRIDGE SEISMIC JOINT . 15 FIBER CEMENT OUTSIDE CORNER (PLAN) ii WOOD SIDING OUTSIDE CORNER (PLAN) . _8.0 SCALE: 3"=11-0" . . illit — _,... — A -8.0 • SCALE: 3"=V-0" • .8.0 • SCALE: 3"=VSEE INTERIOR . INTERIOR • igh .— ....^.1. SEE : -8.03PLAN CO PLAN 1 ."/.,.---` -_,-:> •4j , Il.mil . - -8.03 T----- H . WOOD OR METAL STUD ' k 1><I ,,1><I , . ,: -..:=---7,-- - LApFIBwEAER CTEHMEERNT LAP SIDING I 'A _.1 -.L --•'A- I i 1 _. ri,7-- _ 7;.:,.,„.===.„,__._.= _r—, = - .-- i .:1 ,. I. _ _,„„„, . vBAA:RNGBARRiAT:RINT --- FILL GAPS WM-I -.,/ - : . SPRAY FOAM I . ._ II FILL GAPS WITH 14- i I; _ 11% II j > I - SPRAY FOAM MUji 0 /RESISTANT INSULATION ' -1------- If " - J ._-_,.:-..:L.,k' <, > INSULATION -• ..fi-i. "--r*>‹,_' BARRIER OVER METAL WOOD SHEATHING OR ....-...--:-....-1 7,4 ., --.- < _,1 i I t ' t= Z • FLASHING GYPSUM SHEATHING \II 1 -„i: ,4 INSECT SCREEN W/ FIBER CEMENT • _. : ,, ••""%ina,.• VERTICAL WOOD 1 , AL' SIDING / 410°` : i•LN fn , ,,4-7 ! 6"WIDE FLEXIBLE SIDING SEE I t . r- .. ,•• -,,1 ill I 1/4"AIR SPACE MIN AT ELEVATION FOR - .i SO' ------"----...-%%,. : ti / OP' 114:1C CI C./) FLASHING,CENTER - Aill . ., VAPOR / ___Llit BOT OF RAIN SCREEN • ON JOINT TYPE OP' RAIN SCREEN ---- I <Cll. LLIfl'"- BARRIER - -:/ ': 10114 . . "------7---.... I '-----...„............, 1 I i - ' FURRING 1,1, . ---- . . —_ - ALUMINUM STARTER WEATHER RESISTIVE RAIN SCREEN • ____L; LI- U21 1 I:- * STRIP BARRIER ' FURRING ' SFRATRUMCINTUG RALPER 0.4- I I = ... F- • FRAMING PER , - •,41 -de I 1 --• BEAD SEALANT,TYP STRUCTURAL i 1 - \ ---,: I i I METAL FLASHING bk -----""'"---•- I 'i , . .. ,...- II] 11 (1) Ri - ----- 1,1 , • . WITH HEMMED EDGE, RAIN SCREEN • ..-47-t-,I I r Z I-- r, SLOPE TO DRAIN FURRING,TYP 10,---41111110„ ,-_. I 1 Ca n co W 1 ' LAP FIBER CEMENT ._ ----- s-- /7 •,/, f 11.4 1 - ...-' . I• I 2 I I gil Ca INTERIOR 1 I '1 EXTERIOR SIDING -__ __ _,‘ _ ___ ___ _ -_ • .. i i - I - ,LI , . I . I • . I I ' -8.02 N. LL,1 o) W if 1 \ RAIN SCREEN --...,,.... I ,„....._. ______ t ) CO ce Fci1.... :'4: , ,\ U R R I N G,TYP I • . -4 7 L.---,'"• ,-- ft: • :,• -,.. -• 7': • . : .--. j . ......... ...•I -..... UM ta 0 0 LW RESISTANT All - ii- • ...... MINIM FIBER CEMENT SIDING . . PROTECTIVE MEMBRANE .._____....•------ --------- 14 . • -8.01 la N-1 iii w N AT OPEN JOINT _ • • SEE PLAN ( • • ' FIBER CEMENT PANEL EXTERIOR M C"C Imu . • ' SIDING . i i ,1 , 4011100-77.- f•••• 0 X • • limo C.112 F„.. u j 14 FIBER CEMENT STARTER STRIP io FIBER CEMENT V.ERT1CAL JOINT (PLAN) • 6 CORNER WINDOW JAMB — FC SIDING • 2 CORNER WINDOW JAMB .7. WD SIDING I . = -8.0 ' SCALE: 3"=V-0" • -8.0 ' SCALE: 61=V ..-0" • -8,0 , SCALE: 3"=V-0" • -8.0 ' SCALE: 3"=V-0" TITLE . SEE SECTION # DATE DESCRIPTION . 3/4"R/1r"PAINTEDSTEEL . - -1\/ ! • . r.--1 EDGE OF BALCONY. • / WOOD STUDS PER STRUCTURAL '- •• LI 1-1/2i X 1-1/2"TOP RAIL / -4/ : -- PRE-MFR TRUSS SEE WEATHER RESISTIVE SEE PLAN \'i Aalk i . STRUCTURAL • • BARRIER LAP OVER PRE-FINISHED STEEL PLATE \ II 1/ FLASHING - UNIT . 4.1* 1 ' • -8.03 . ' I,1 • • INTERIOR ' , ;4- • , EMERIOR BLOCKING PER STRUCTURAL RAIN SCREEN FURRING- A il , INSECT SCREEN • . -4 ir -^ TYP AT EVERY .3 • • Eli . . RAIN SCREEN FURRING . 10:11P ii! V7 tv)ANDOoTwPrCEGOEVER TLAORUTE:LTE 2X TOP ' g i . FIBER CEMENT SIDING SEE to ft, d ./_, LApEFIIBDEINsRGAmCEMOE:TR IL_Ar----I : r METAL TRIM WITH • 1 WRB • 1 ,_ HEMMED EDGE,SLOPE . .---- -- FLOOR JOIST,SE.E 7" REVISIONS I 1' TO DRAIN(OCCURS AT -e` 4--- . HI';:j EVERY OTHER FLOOR) RESILIENT CHANNEL 1.11 Ll ...Ai--__.- ______ . ',/- -- METAL FLASHING ul . . 7 : • INTERIOR .1-71 %.'N'N,„,..„.. EvICTERIOR . . 2X BLOCKING • 4/:7--------=;.------7„4.::-•-••------. r '' -----7-- LAP VVRB OVER - , li • 111P141plip 11110111060- ,,, SAM AND Mll.. - Author Checker - r —Nd 1 •4 6"VVIDE FLEXIBLE ,,. A T de- •#v BALCONY . . 11 -, I i ' i . li V FLASHING :1 i DRAVVN BY CHECK BY \' I .1/4"..,N,NN FLASHING,CENTER ON . II . X. , ' . - it 11,• INSECT SCREEN W/ 7•-- ., : . • i AIR SPACE AT BOT OF RAIN SCREEN, PERMIT SET STATUS DO NOT CAULK . I - • --' i,. NNN. JOINT • RAIN SCREEN FURRING,TYP FIBER CEMENT SIDING . - 1-- --- -- , ,/— FIBER CEMENT • SIDING OVER 1X2 • VERTICAL PT FURRING STRIPS 11/2"VERIFY WI MFR-- j) • . / : 4 :-1 I / 03.29.2018 SEE SECTION •• 1 I i I, LI-.....„.....--- ALUMINUM DATE SOUD BLOCKING I . . . . !I STARTER STRIP CENTERED ON JOiNT UNIT EXTERIOR . . 1, -' '177.----r -..7-4:7 V ': 1.v.-'',=.41"••• -7---- • -e-• 17052 INTERIOR , • . WEATHER RESISTIVE I . • 5/8"FIBERGLASS PROJECT NUMBER BARRIER TUCKED UNDER • / ' SEE PLANS , : - • i UNIT MATT GYP BRD I 'N-- sAmMETAFLLAFSLAHISNHGINLW7 - . MTL FLASHING Al.._ 1,...i..., 1 , g INTERIOR AND FLEXIBLE FLASHING „ I WRB DRIP EDGE A)(._ . ...... ._ ..._N i • FIBER CEMENT SOFFIT BOARD • • • . • CORNER,4"EA SIDE 13 FIBER CEMENT THROUGH WALL FLASHING 9 FLOOR AT EXTERIOR WALL 5 BALCONY CORNER (PLAN) 1 FIBER CEMENT SOFFIT EDGE .2018 OTAK,INC. 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SYSTEM,SEE CIVIL_ PROJECT NUMBER i —1 — . 1---1 i 1 . • --,--__, 1—„__,--, -,,,..._17---, , ,1 - ; 1 1 I CONC PLANTER BOTTOM - ' Li-I I-1 II—I I I= 1 -...a ,.. i to 4 f m_i 1 t____I 1 i______I i i_111_111—, it 1 r , L , 1 , i i i i I 1-1 1 i-----I 1 I—I i I— I 1—L-1 1 1-1 I I—I '' - . - • 4:11i .1"... • :4'.44 A . I• 4/LA Iiii ilk . —I I I—I I 1—} I I-1 I I-1 I I-1 I 1-1 , : - • '• 8"PERF.UNDERDRAIN ___w11 .1 : 1____, , ,........ l -..-1 , I -,..„„•14,./0-• 1 i I__ - • , . . . - • 4 • . •,....-0.4.- •Ati-,-r,11r4 - . • ' ' . PIPE(BOTTOM HALF NO I I-------I I I _1 1 I_____I I I , . . . - . I 1 i.4• .4•...4'2.:4:1..•:.:....' ...*4.7.''s L.::.Y.tta'5kt;tlir-_ _-n - HOLES)RUN ENTIRE • • . I I I I i I , .. i I . I 5 I ' Ax..8 , 04 , • • LENGTH OF PLANTER . 0 2018 OTAK INC. 17 STORM WATER PLANTER - . . • 1 ExTERIoR . FouNDATioN AT GRADE .. If this drawing is not 24"x 366,It has been . • • reducedtenkuged.Scale accordingly. • -8 1 , SCALE: 1"=1'-0" - ' • • -.8 1 A SCALE: 1 1/2"=l'-0" . • • . . - • . . . . • • • - • ✓' ft i--- 1-1/2"X 1-1/2"TOP RAIL E0 (J 3/4"X3/4"BALUSTER Otak ,,. _ : GUARDRAIL SHALL BE ✓✓✓ DESIGNED TO RESIST :, ` " A LINEAR LOAD OF OF / .„<a 50 POUNDS PER Otak Ar' 'CSS, Inc. /t LINEAR FOOT MIN. 808 S ird A =nue,Suite 300 P• and,OR 97204 1/— ' WELDED EDGE >'''' / . - • m- 503.287.6825 / z 6 www.otak.com I ,I _ . GUARDRAIL,SEE �' � , • 1 °O v • SLIP RESISTANT FINISH, ;RlAN R.FLEENER' ✓+ SEE FINISH SCHEDULE " PARAPET DECK FRAMING,SEE ' ✓ WALL SEE SECTION Nt. STRUCTURAL +PORE%%OR LAP SAMF OVER • SLOPE MAX PREFINISHED METAL OF 0 SADDLE FLASHING, PLACE = FLASHING OVER FLEXIBLE FLASHING d _ _ • • ��/�1g AT INSIDE CORNER % . STAMP /// 1 I LAP � �;: =� WEATHER � •;::: •y: <- 6 /RESISTIVE • .' 1 RESISTNE , BARRIER _ OVER METAL :, I '' :` '�: ---- GUARDRAIL SPACER SADDLE ''` :-�';:y - 'I I. FLASHING �,4. '-x' I • r :? :• .-:::-_,',.''''...*. °,°' �; `.' '"� `� ;I L STEEL PLATE,SEE DBG PROPERTIES �, .. r 4•�I ._ .; STRUCTURAL LLC ;' -,,j•: -_ .,� BER CEMENT LA SAMF .•.„,,,,,...;.ti ,1; l :z, L.• FI C NTP NEL `'", •_;: =:> ;(. -:; ` -.. BUTT AND SEAL TO SIDE • '� I OF STEEL PLATE, 1.,:,J,.: 1.4.:0_4 . •'\' r-i1�M ;a,�i . •` Y .1� + • - ..'. + e I I _ ....�_ CONSULTANTi t: �:^ • ;• : PAINTED -,.....-.•:....-.-4: .l. . ..q :, 4.i •S••', . .I 1 2x4 NAILING BLOCK •.,; .i: ;?T • `' •�' .;.:;.- :;, •:,'._:, / i 1 ' \f „: 1 WRB LAP OVER SAM `•. ;;:* 4;.••• '` -'-N%-:•:•.,- .,...,.., `• 1' ` I • * I FLASHING AND METAL �:• y; I I NN WRAP SAMF AT CORNER SEE1 'r,• .',.',=2_,•'� 1 1 FLASHING t;, I ;.; ; 1' • SECTION ; ; / 1 I 1•_ PREFINISHED METAL SEEA›<--,T-1:- 1 I . FLASHING SAM FLASHING LAP OVERPLAN •/ 1 ••- METAL FLASHING .,, I 1 � FIBER CEMENT PANEL • I I ; ry FIBER CEMENT SOFFIT CONTINUOUS WRB I II 1 � • 1 14 2"CONTINUOUS /72' • �� j /// jj /// • `" // /// I I _ BEHIND CANOPY 7 SADDLE F LAS H I N O ; ; t LINEAR SOFFIT VENT \----_, . •• I1 BEAM PER • ' , "_ " • I 1 1 1 11 DROPPED BEAM PER / 2- 41 STRUCTURAL -$,Q SCALE 1 i —1-0 1 I ! , E,I 1 i STRUCTURAL --e 111, . VENT BLOCK W/ - ' • : WRB . INSECT SCREEN 1 1 _v>„ BOLT CANOPY TO RIM JOIST METAL FLASHING c. c - 1 !1 - WITH HEMMED EDGE ,, 3'-11 114" �1 14 GUAGE POWDER COATED 1-112"X 1-1/2"METAL '( C _1 p •' STEEL CANOPY RAIL TOP RAIL I -..- A 1 T.O.GUARDRAIL �.. RAILING POST W/ 2 BALCONY DETAIL ' BASE PLATE, 111, ATTACH TO FASCIA • ,,, •,...-.......4.... '^ • -$,0 SCALE: 3"=1'-0" . :, II; 3/4"X3/4"METALs / '`'+'e •- -ter RAIL,BALUSTER ----. ,___ ~. •-� ,� N,, CO \...\._____ • h .. k , ...�. t -.� ..� -- - 2"METAL 4 co RAIL �,,� .,' � 1i2"X 1—T` N. 2`-0"SEE SECTION �o o F o m T • : METAL FLASHING �• . �, — .� La • - - - . \— WRB 1/4" •FIBER CEMENT -�,,/ GUARDRAIL SHALL BE L/ • -✓ CEDAR T&G SOFFIT FASCIA,PAINT XX OPENING SHALL NOT ALL THE �� DESIGNED TO RESIST A LINEAR LE PASSAGE OF A 4"DIAMETER SPHERE LOAD OF OF 50 POUNDS PER SEE ;./i JOIST HANGER PER LINEAR FOOT MIN. Q Q PLAN 3 STRUCTURAL h CLQ ' E6 co i CORRUGATED VENT BLOCK 6 BALCONY RAILING ELEVATION '1 WITH INSECT SCREEN A _g_fl SCALE 1/2"=1'-0" / 6 < Y T METAL WEEPSZ FURRING WITH �. -8.0 N „� 13 CANOPY AT STAIR - F-- A _$,d SCALE: 3"=1'-0" 2x4 NAILING BLOCK ' �� Q N W • SIDING,SEE ELEVS T Z ry Q WRB GUARDRAIL,SEE W O~') ct SAMF BEHIND WRB, /� �■■� f • , n ! i FLASHING MIN 4" . SUP RESISTANT FINISH,LAP OVER MTL LL Q V SEE FINISH SCHEDULE �► I s 2x4 NAILING BLOCK I RAINSCREEN 1/4712" W ~ Q W 1 • 1�I J FURRING MAX DECK FRAMING SLOPE TO I SEE 1- WRB LAP OVER SAM 111 / INSECT SCREEN SLOPE DRAIN SEE STRUCTURAL Q 1-- SEE PLAN • 1 . PLAN FLASHING AND METAL • .141 T I -` 1 FLASHING II / LAP SAM OVER PREFINISHED ti W i 1 IIS MTL FLASHING EDGE SET imam SEE I .. SEE METAL FLASHING __-._SECTION �. - I SECTION f , SAM FLASHING LAP OVER i11i1 • IN SEALANT /� _/r_ _�, „ ;;� I : 1 METAL FLASHING - (�� /, t - i GUARDRAIL SPACER • •; I _: : .M _ ' 1 ; ': 114"112" WATERPROOF TRAFFIC - TITLE • MAX COATING SURFACE 1 J 1 HEADER PER 1 N 1 _ NOTE SEE 9/AX-8.05 FOR • / /7 1 STRUCTURAL \ E 1 SLOPE #. DATE DESCRIPTION ' �,, TYPICAL DETAILING ABOVE * �•.' • f-• 4- ; Y . STRUCTURAL . i. STEEL PLATE,SEE a. CANOPY - ��`` VENT BLOCK W/INSECT SCREEN � ' :i;A\ \ \\ A 1 . FIBER CEMENT PANEL • /SEAL TO SIDE OF ' ' • - 1 : WITH HEMMED EDGE ' I STEEL PLATE, AINTED -a II .- - I 1 ."I '4 I i `I • BOLT CANOPY TO RIM JOIST •w BOLT CANOPY TO RIM JOIST ,,, r S, <> :4 ; 14 GAUGE POWDER �€ - • 14 GAUGE POWDER r - !_ i ' ' � ` COATED STEEL CANOPY I COATED STEEL CANOPY • 1 1 1 1 P41 r' I WRB CONT BEHIND LEDGER �' .,-I I I 2"WRAP SAMF AT CORNER ilk , ''yrs I ! -44-4-_,., ; �_ I CONTINUOUS LINEAR '`� REVISIONS I1�iIS ,44 "`� NAILER OOD WINDOW 1, ��1 V i SOFFIT VENT 1,4 �y� _ _ DECK FRAMING SLOPE TO j i ► ' FIBER CEMENT SOFFIT • s 'r 1 z /1 DRAIN,SEE STRUCTURAL ; 1 i �o cc 1 -; 1 I FIBER CEMENT TRIM �0,I 'I J I / { f ! 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"' AJUSTABLE WALL UPRIGHTS MAKING . , •- KITCHEN CABINET,REFER TO ..----.---------..-----______,..,..„,..-------- 314C 31 i:› Lt Jam` ' w - _ INTERIOR ELEVATIONS FOR SHELF ADJUSTABLE FROM A MINIMUM - _ _ _ OF 42"TO 60"IN EACH CLOSET IMIII 1 ADDITIONAL INFORMATION to = DISPENSER INSTALL ' `" PLACEMENT AREA PEDESTAL AS GYP BD, PAINT a' NECESSARY TO .. � FLUSH ON F' ,� H..; -,I ACHIEVE 15" b -- = "!,;.1t6iI _ MINIMUM TO. cn WIDE SIDEas z to OF WC v �- B.O.OPENING ..- o) _i to 7 UNIT KITCHEN BAR 3 CLOSET SHELF/ROD ' ACC WATER r REAR GRAB BAR SIDE GRAB BARS I• r TOILET PAPER DISPENSER �- FRONT-LOADING WASHER/DRYER . _8.1 SCALE: 1"=1`-D" ., -8.1 SCALE: 3"= 1'-0" CLOSET(WC) ! 1 M FLEXIBLE I I 4G,,,.. 0Few TYPE AITYPE B WATER CLOSET �g B WATER CLOSET/ALTERNATIVES) WATER i I . CONNECTIONS - I 114"X 3"LAG OR / Cie NOTE:GRAB BARS SHOWN FOR NOTE:PERMITTED WHERE LAV NOTE:GRAB BARS SHOWN FOR I I ^_---/1 1 EXPANSION BOLTS / let CI REFERENCE ONLY, ONLY BLOCKING OVERLAPS GRAB BAR AREA REFERENCE ONLY,ONLY BLOCKING REQ'D I (OR ROVED ROOM SIGN REQ'D � � - 40" cl / 13 y emLU • TO ACCOMMODATE " 314"X 24 GA. I I �"-- I STRUCTURAL / I FIXTURE MOUNTING I PLUMBERS I I� WALL + - -� - — LU t VI ,, 36"MIN 24"MIN 54"MIN I-14 MIN 24"MIN 24"MIN MEMBER .�' / .!� / 11 " " MIN i , 18" 18" 15314 12 EQUALAPPROED Z rr 4 MIN EQ EQ 42 MIN I E CLEAR CLEAR •.I I " " ) III / / 1,-0" "1`�li/ r I ' 15314% " 15314" I MAX 41 1M 'IN STRUCTURAL J in if \ � cv - i - i r- r ; 1* I L LiAli � �J re - - '- - - 51 �� ZJ I d. 1 e — _ 41' �, , _— I_ — _ 31 MEMBER 11 \ � >>, ] I M I E ., Lig. 0) 0 a i :9 I to 4. to FLUSH J :53FLUSH J `;' I I + I ' `' FLUSH ' .- \ \ ti to i nFLUSH 1� 11 r �r LEVEF2 ON i LEVER ON -� i� �, i c� " i 1� W ' 6 `3 WIDE SIDE co WIDE SIDE LEVER ON ' `� LIVER OF WC OF WC WIDE SID i WIDE SIDE -' [ \ .... too111• _ 6 OF WC , OF We • r d NOTE; T , = DISTANCE FILL SPACE BETWEEN ...,�- teem I` 8Th WATER REAR GRAB BAR r REAR GRAB BAR(ALT) SIDE GRAB BAR SIDE GRAB BAR .I' 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) WALT_ HEATER WITH 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 I BARS SHOWN -8.1 SCALE: 1" 11-0" • ..8.1 .SCALE: 1/2"=V-0" 24"MAX 24"MIN , 12" 4"MAX- , • 24"MIN �, X12" - FOR REFERENCE 24"MAX �„ 24"MIN , 12" ,` 4"MAX-- 24"MIN 12" MAX MIN ONLY.ONLY MAX MIN . 1- --Jr � BLOCKING _ ^s rpt _._ REQ D, - INTERIOR EXTERIOR . z z 2 do /.' "" LOCATION I . OF BATHTUB !0, / DOOt'1 REVISIONS �� CONTROLS � � _"`-.` � Li V,- - � / �`► I <a r✓ J� . cI —.:`�� L. rC - - - - - - - - - � cl - � r- - - --� / ADA TRESHOLD, 1:2 L JVil L L _ _ _. _ _.i L a/(//111 _ _ _ _ a TRANSITIONS, 1/4" Fa i- - - = ;� I- - - / MAX SLOPE AT AU_ rilI SLC"r J d od / MAX HEIGHT AT XX Checker VERTICAL PORTION DRAWN BY CFIECIt BY 4.___ I 451 OF SILL, 112"MAX a+ REMOVABLE Itog \ OVERALL HEIGHT \ 2 PERMIT SET \ 1 STATUS I CLEAR DOOR WIDTH-MIN.32" \ _' ' IN-TUB SEAT o re W ct f _/ u t i p t F.O.LEAF TO F.O.STOP �7 03 29.2018 E 15"-18" L BATHTUB WITHOUT BATHTUB WITHOUT BATHTUB WITHOUT TYPE A/TYPE B BATHTUB TYPE A{IYPE B TYPE AITYPE B 1 f \\ §g It DATE PERMANENT SEAT , PERMANENT SEAT PERMANENT SEAT (BACK WALL) (CONTROL WALL) (HEAD WALL) D �- 17E 2 R (BACK WALL) (CONTROL WALL) (HEAD WALL) �'"� PROJECT NUMBER ,.. , . 4 I. 71: g s NOMINAL DOOR DIMENSION *- I\X8 . 13 f2018 ?TAKINC. 17 ACCESSIBILITY MOUNTING HEIGHTS 5 DOOR CLEARWIDTH 1 ADA SILL TRANSITION �thisdrawing is not z4•x��M has been reduced enlargaat scale 8.1 SCALE:law=1'-0" accordingly. • .$,1 SCALE: 1"�1'-0" -8.1 SCALE: 6"=1'-0" . , , . a • . 0 _..........e......H."4 6.6. . . Otak A 4"tects, Inc. . 808 S Third venue,Suite 300 • P# 3- •,OR 97204 ,• 503.287.6825 www.otak.com • r f ' 312k f BRIAN R.KEENER s. • PORNO,OR . °Fel - 3129/2018 1x4 CEDAR BOARDS STAMP \ • DBG PROPERTIES •\ LLC c-11-9 V Wit :9" • - I SEE PLAN ' 1x4 CEDAR /" . 7 BEDROOM CLOSET / BASEBOARD - _ DOUBLE 2 x UNLESS —— L / . • - / NOTED OTHERWISE ON f STRUCTURAL -IIIIIIIIIIIPPF- 1 DRAWINGS EXTEND GYP BD 3 STAIR ENTRY ELEVATION DOWN TO =r BIFOLD DOOR TRACK • CONCEAL FRAME, \:-_ A PROVIDE J-TRIM <. =t -8.1 • SCALE: 112"=1'-0" AT GYPSUM = �.....� BOARD EDGE GYP BD @ JAMB BEYOND --� GYP BD 6) JAMB BEYOND E CB " --- BIFOLD DOOR • 7 INT BIFOLD DOOR HEADX IPIPIPIPIPIIPIIP .X\iC 4 ".8.i • SV/14.Aw. rid""1+R0B \ CnzEms `` -.= 1 ..,.: + . '..< M DOUBLE 2X UNLESS SEE PLAN OTHERWISE NOTED ON <-'4 Ill 7. STRUCTURAL ... i DRAWINGS < CI BEDROOM \-4 CLOSET; BYPASS DOOR TRACK la< . w CTI _. _„ ,....)„,,,_,:. )(---- — — — — — — — L-- „--.-- CO N.' :7:-C lir ::-,:-.L:._-!!..s.,.:.,..;-,,.:.:::,..i :!::.-',';-..-.:;.:-..--,-:-:-:.'..1-.,,,.;-,.......)::-...-,_!- :-::,,2-..?-: 0 g co 1--- - .1 0 ..,, / . ..4... ../Abiz ':-,; •Immi I ccl UJ 1 x 3 PAINTED TRIM I LIS I -- BYPASS DOORS ,■,rte Cly 1 x 1 PAINTED TRIM / r` _-�. _ _._.- . . < . . . ...-._ _. _"' . ._ . f A.-4. .1, 'y `` GYPSUM CEILING U Si ( 0 + CORNER BEAD �,. ] - GYP BD JAMB-TYP - 2 ..0 . \_.• GYPSUM CEILING = C) < I.."", 6 INT BYPASS. DOOR HEAD 2 CORRIDOR CEILING AT HEIGHT CHANGE . TITLE • 4,1 . SCALE: St.=1'-0" - • -8.1 , SCALE: 3"=1'-0" # DATE DESCRIPTION 01 . _ •' .` �• , r •s a -- - 'yam -- .z.1- :-YE •• -. '. i .' d •,�••.4.---..% � � r me' _ ••� . .- •�� 1 •' •" • DUCT SEE aN4 _ " .yy • .. "' 1x4 CEDAR BOARD MECHANICAL ,.,., ', e '• , '\ * ' . -_ DOUBLE 2x UNLESS .:--, _ • - - OTHERWISE NOTED ON • a f DOUBLE 2X UNLESS STRUCTURAL „" ,./ OTHERWISE NOTED JSEEPLAN \ :L SEE PLAN DRAWINGS /A 1 " O Adi Its Fy, - r .,7 ✓ \I LED LINEAR LIGHT - ..w,� _ — ;~'_ — — — -fir- •- --- REVISIONS © a' CROSS MEMBERS • z r%'_•-a, -, FACE OF FINISH AT s z) : ,'-�T FACE OF FINISH AT AS REQUIRED s P ',-,..- �,.` .� LAR � / JAMB CONDutTIO�N ... .: _:, �,.'- PERPENDICULAR _• '•✓ A Check • r` Y•%� JAMB CONDtTtOIrI /- er ' '� u C • ! //,,.., //.,�' / ./�-- 1 x 8 DOORX DRAWN BY CHECK BY ,:j. E ......» CORRIDOR . CASING,PAINT PELT SET STA8.2018 TUS lx CEDAR BOARD I \111x3 DOOR i TRIM Ef3.2 CASING, PAINT DOOR CASING INTERIOR DOOR, 1 DOOR CASING,PAINT %// /".��1f//"/7": \Ii. f/!"`✓'"/1�� -1 : _ - -• -j`'" ' `'`=# DATE INTERIOR DQOR, 17052 SEE DOOR • SEE DOOR 4" 10_ PROJECT NUMBER SCHEDULE SCHEDULE . = Ai \/ 1 1x4 CEDAR BOARDS NOMINAL GYPSUM •CEILING _ A)(118 14 . • A)(-8 . 14 9 STAIR DOOR HEAD (JAMB SIM) 5 TYP INT DOOR HEAD (JAMB SIM) I CORRIDOR CEILING .2018 OTAK,INC. • -8.1 • SCALE: 3"=1'-0" ' ...8,1...8,1 , SCALE' 3"w 7'-0" ` -8.1 ` SCALE 3"-1•-0" - rkaw,ng 1seduced/enlarge not r x diha3 been • d.Scale AIR SEALING NOTES NOTES - Otak 1. ALL EXTERIOR WALLS AND UNIT DEMISING WALLS TO Ota� � • � - HAVE SILL PLATE SET IN CONTINUOUS SILL.SEALANT. s Inc. 808 incl A ride,Suite 300 2. AIR SEAL GYPSUM BOARD TO TOP PLATE AT LEVEL 4 P a. c ncl,OR 97204 DEMISING WALLS mai 1503.287.6825 001 •w r wee ;'ww.otak.com -- e r • = li • e i 3. SEAL ALL ELECTRICAL BOXES SEE 10IAX-8.11 • t-, _ wwwwwrw�rw....w�►y • s•••••w w.wrrw `.w.wwwrwwww.w� , ;.. •+wwr.• wJ. .- _ ! - r •: _ _ ; 4« SEAL ALL MEP PENETRATIONS IN WALLS SEk12IAX-t#.11 7:1.• . . ; _ .. i.•,�SL� k 1-1=i-iib..www...r -.1j, , .. . & SEAL ALL.MEP PENETRATIONS IN CEILINGS SEE WAX-8.11 4 ti° 1 Fe 6. ALL EXTERIOR WINDOW AND DOOR OPENING TO HAVE 3120 ~- a•s I: CONTINUOUS SEALANT SEE OPENING DETAILS ON . :MAN R.RAWER * • SHEETS AX-8.01 AND AX-8.02 ' r'),_ / 7. THERMAL INSULATION TO BE INSTALLED PER RESNET PORTLAND.OR t""MI • GRADE ONI PROTOCOL r - W f = ;,-r lai III 0— INT---) . � . ! 8. ENVELOPE TO MEET REQUIRMENTS OF THE ENERGY :L. 1.1 " .' Ei ' , STAR THERMAL BYPASS CHECKLIST 3/29/2018 W i r--- ---ci-li- � -- `'� • 9. BUILDING ENCLOSURE TO BE TESTED FOR AIR 211-\,..,...- • STAMP J i TIGHTNESS PER ANSI/RESNET/ICC 380-2016 STANDARD —lifr Al ki . ,.,� , : , , r, 01 i L _71 �!" 7 rill♦ 11 r4,—.1P Nom• ;� r ..'+ C3 - _ �. - - r - . . •.1►1. - ,-.. 1:-::-..;-...:-..'1.-.•:.:1.•:'"- _ - - -}.••�'� -- •.\- - - _ LOCATION OF CONTINUOUS 1 • AIR SEALANT BARRIER »i- - - ..w„•www•w.,r�.�-�.+s. ..,.y-w.� .��, • _ ^rte i*,',...411,...:, ry •-•yJ ,,, , ,. • �« �'-, "� i-• [fes • VA 1J 031d i 2* . - tF / KO L .� ✓ii C 0 ri i CD 0 "` II ; � PROPERTIES i,' , ,„,...„0,,,,. E / VV �` + LLC is ,,,,, , .. , ,,,, ' < I • • .A Ii ROUTE DUCT ' �`� ;; ` i— -I ' 1 ; I. 4 - Ic' ` ,� ® ,., • * TO EXTERIOR I'. \..j ,I K j - . -J TyIi' _Lill` ' —__ �� I ! WALL SEI; - --- MECHANICAL �_ CONSULTANT s 1 I -� -t'--�--' )� I -- JJ I 3 1 ' 0 I FLOOR JOIST ~-ter_ ' - - 1 tI . .I € _ is INSULATION • CONTINUE UP AND �� ii "41116910 • OVER MECH FAN '� I' �r n .s••. •a" •• •wn w ••••• – ' 2- - :ww. ii VENTILATION FAN I - . - - .. , . ' ; _ ;. i; WITH RADIATION IPA ��.tr� ftftell! # • + DAMPER SEE At4• ! - • 1 ,s - ' ._. __ ._• • MECHANICAL �i -�yl-M,; , it rm n1 . - - ..- .... • - + . , l' d - S • .'reneepe e. • - ._____ _'.__ ._.. ._.__ ...._-- 'iliiil �i '� E - ririliw•io oo re - .._. - _. _-_ ._...._.._.. - ....•11111.•..# _ + yo' . _ . 1 CEILING FINISH AIR/FIRE SEALANT • 10 AX-8.1! " .� 15 APARTMENT AIR SEALING DIAGRAM 3 MECHANICAL FAN PENETRATION . • .$.1 SCALE: 3/32"=1'-0" -$.1 SCALE: 1 1I2"=1'-0" • • UNDERSIDE OF CEILING TO BE - CONT.AIR SEALED TO • • PREVENT AIR LEAKAGE INTO O ATTIC SPACE,AT ELEVATOR • • CONTINUE AIR SEALING TO TYP @ CEILING 4101 UNDERSIDE OF HOIST ROOF 111.1.1 PENETRATIONS qp ASSEMBLY • • (`,1; 1-, i _ CONTINUOUS SILL E I z� ? �''1 SEALANT in : � EXTERIOR STUDS FOR ;r _' 1 f Irl " , . w i WI w w M iy di:417A l'AP �i w _ a i i I NAILING AT WALL M Z IN_TERSECTION �. _ - ! . ,. .«_ NOTE:AIR SEALING ON THE INSIDE E I �, \ ,i� .. . ---- 1-. - - f = FACE OF THE GYP BRD TO 8E �- war :I CORR. UNIT 'E . _• COMPLETED C3N ALL 6 SIDES QF THE " ' ( ' ; - s ilip 1 I�8 a :_1:." ,� UNIT DEMISING WALLS FLOOR - - em 1 f I♦1 rtCEILING AND EXTERIOR FACING OF ; i - f 1 `i "itipiiip. IP A •.. = WALLS TO MINIMIZE LEAKAGE 1 ' N;; j i . • '� iN I THROUGH ASSEMBLIES.ALLOWABLE ` I I UNC If ' i [\-\ C Ri. i a _ �• Q� LEAKAGE RATIO IS.30 CFM50 PER SF i t : / f UNIT 17�C�, 4 tl.i OF ENCLOSURE MAXIMUM _ -.r, II,, E �: = 3 ��,,,�,. tio . ;�„ — FILL CAVITY WITH Co N O TYP AT LEVEL ' _ ' -8.15 j _f tt 0 j SPIAYFOAM HEAD OF WALL - ' ° ,• I- 1 1 _ € RATED INSULATION /r"I"'� _ C„� • •w•.•.•. — UNIT 1 s\ CORFU. INS7--C.:/( WALLPERCONTINUOUSSILL (y•-a ' t (f(f,.:; ` , € I / i UNITPLAN SEALANT = N - 1t1NitE• < IC7i �i • j ' -i” ' ....•.• - , _ --� �, UNIT UNIT O est I • H UNIT• E j •\ C UNIT [IE I CO W N- is �i• CO - `f. t =L• ,., C. '1 F -"11110' NOTE WALL E C! } INTERSECTION BASED MC a Ct J` f —1 i =-111---=111---.-111—i I—i i—t ----1 ( — i I— E i— NON-RATED WALL ON ASSEMBLY UI:U356 0 r ; 1 .--i . ;--- - — PER PLAN CC; 11— III-111 -111-111-111-111=111=11, 1------211 !— , 1-----i , I---rel 1--j "'_ -41164 -4,36 TITLE LING DIAGRAM 6 AIR SEALING GROSS SECTION 2 EXTERIOVIS °ATE DER,PTION 10 lJNIT AIR S AR ALL I NTE RS♦GTI ON . • -8.1 SCALE: 1/8"=1'-0" • -8.1 SCALE: 3/32"-1'-0" • .g•1 SCALE: 1 1/2"=1'-0" - ,._,,..____,„.....,,,,„.,,..,,.__.:___„„...,,,„.. ...,_., . . . ipAillitair • REVISIONS ' VIIrilp4Pir Author Checker . 4 DRAWN BY CHECK BY - ROOF TRUSS - PERMIT SET - inui STATUS CEILING FINISHittiliTri il � � SEE PLAN 03.29.2018 AIR/FIRE SEALANT UNIT utor . DATE • RESILIENT CHANNEL 1752 WHERE OCCURS PROJECT NUMBER • • ' A)(-8 a 1 5 ... . • • • 1 WALL HEADATTRUSS - -- • -8.1 SCALE: 1 1/2"= 1'-0" 0 2018 OTAK,INC. - if this drawing is not 24'x36",It has been . reductiedkrialwrged_Scale accordingly. L 18 MIN 1 STAIR RAIL UP 1 112 1 112 ' ,-- ota k / 1 112" _. . _ :. r . 1 112"-� _ �/ / / HEAVY DUTY RUBBER/VINYL TREAD _...11100. 10e,A ik ,:: `- , STAIR NOSING- 112"RADIUS MAX ; - - -,' 11 MIN y1 ' Otak tects, Inc. 3'-4" MINSEE PLAN I 1 118" PLYWOOD TYP ' 808 S Third Suite 300 AX-8 06 TOP 4 z a AT TREADS Ir Po and, OR 97204 5 ' ,,I VIEW o ' RUBBER 1 VINYL m n 503.287.6$25 /7-/______ h. HEAVY DUTY Rz ----- - "'� RISER COVER www,otak.cam .:; ;. _ ,, . ... ROOF HATCH r ` 2 40,11,Tactil,', / _ - �� STAIR RAIL o [� g 4 DOWN N I I^ "' w r ROOF TRUSS SEE 1I2" PLYWOOD TYP Braille STRUCTURAL I _.. AT RISERS ►= -may, 1)�1 112" MIN CLR I a_.� :�:+ .:: r 1 4 STEEL SHIPS �11� . 2'-6„ „ 37 LADDER/HANDRAIL RUBBERi RISER BRIAN R.FLEiVER SEE FINISH SCHEDULE / I=QRT1ANDI OR A SIGN SIMILAR TO THE EXAMPLE SHOWN ABOVE •�-�- WITH CORRECT STAIR DESIGNATION, STORY 1`""' � STRINGERS, SEE OF AND TOTAL NUMBER OF FLOORS ALL FOR THE FIRE ► �A DESIGNATION, DIRECTION TO, EXIT DISCHARGE, AVAILABILITY OF ROOF ACCESS FROM THE STAIRWAY STRUCTURAL DEPARTMENT BUT ALSO INCLUDED IN BRAILLE PER 1l�1, - - y FLOOR/LANDING '``� 5/8"GYP BRD BELOW 3/29/2018 ICC A117.1 SHALL BE LOCATED AT EACH LANDING OF RATED WALL, SEE FRAMING PER STAIR AND LANDING STAMP INTERIOR STAIRWAY WITH THE TOP OF THE SIGN TO PLANS, EXTEND `��''- STRUCTURAL lli BE 5'-0"AFF IN A POSITION THAT IS VISIBLE WHEN GYP TO UNDERSIDE DOORS ARE OPEN AND CLOSED, SEE STAIR PLANS OF ROOF0 r FOR PROPOSED LOCATION SHEATHING END VIEW ELEVATION �` L, n ; ..„Thrriti 15 STAIR IDENTIFICATION SIGN 12 ROOF ACCESS HATCH 8 HANDRAIL AT INTER. LANDING 4 STAIR TREAD DBG PROPERTIES LLC A -8.21 SCALE: 3"= 1'-0" ` _8.21 SCALE: 3/4"= 1'-0" A -8.21 SCALE: 14"= 1'-0" -8.211 SCALE: 1 112"= 1'-0" HEAVY DUTY RUBBER 1 VINYL TREAD HANDRAIL .. 1 1/8"PLYWOOD TYP AT TREADS LATCH TO WALL 11"MIN �" CONSULTANT I SEE PLAN FLOOR FINISH VERTICAL © BASE SEE FINISH AX-8.06 TYP 3'-0"X 8'-O"ROOF HATCH SCHEDULE STAIR WELL WALL + z FLOOR/LANDING FRAMING SEE PLAN I ROOF FRAMING NOT HANGER PER JOIST p _ v ,, - PER STRUCTURAL 1-114"STEEL PIPE I SHOWN FOR CLARITY STRUCTURAL STRAP PER STRUCTURAL GATE FRAME I FLOOR/LANDING SELF CLOSING I I FRAMING PER �` N I �- BLOCKING AS REQURIED I I _ ' STRUCTURAL FOR GYP BRD GATE HINGE ....,,,_ "-------_. I Fli 'r �� 111%� SEE PLAN co :<`� _ ; f ".0 � - - SEE <,,,f 1 SECTION f M 'o �' GUARDRAIL [ / 1/2" PLYWOOD TYP AT RISERS CV ' "i STEEL SHIPS \ HEAVY DUTY RUBBER 1 VINYL IIILW LADDER • N 1 RISER COVER 11 ilb1 0• I `+ mir'" 518"GYP BRD BELOWP 518"GYP BRD BELOW �S,IAIR DOWN +; STAIR AND LANDING STAIR AND LANDING • I __ FIRE SEALANT AT GYSTAIR STRING � __,` TERMINATION STRUCTURAL ER PER $i 4( W1 • z Q SOLID WOOD BLOCKING U) 1 STAIR FRAMING, SEE STRUCTURAL Luitla 7 LANDING AT RATED WALL 3 STAIR TREAD AT TOP OF STAIR Z 14 GATE AT LEVEL OF EXIT DISCHARGE _8.2+ SCALE: 1112"= 1'-0" _82' SCALE: 11/2"= 1'-0" W LI iNi T E A -8.21 SCALE: 3/4"= 1'-0" ,Y___.._ w11"MIN 1,, HEAVY DUTY RUBBER/VINYL TREAD Jr44" RUN ØIIIIP MIN 11111W. �' SEE PLAN 1 1/8"PLYWOOD TYPCe > MDF CAP-PAINT TOAT TREADS "' MATCH BASEBOARD Q z HEAVY DUTY RUBBER/VINYL 0 > PROJECTION PLUIS 114" 114" ' RISER COVER a TREAD DEPTH tett 1/2"PLYWOOD TYP I� TOP OF WALL s` w i AT RISERS11C1Cqv Y y : II ; 3'-6" w 0 . 1/4"GAP- PAINT BLACK 1�• - ABOVE ',�...................... ..... CO N NOSING Z '' J-TRIM CI _ co ^** J = N Q 5"MIN i W 6- TREAD I DOUBLE 2x WALL DEPTH TOP PLATES • = IX W �._. o LL o. 00 O ❑ ,10-, J., SEE PLAN I W . rt / 5/8"GYP BRD BELOW O Q Q NOTE: LADDER TO BE MIN HANDRAIL • I 1 STAIR AND LANDING _ 0 I— WHERE OCCURSlimmi. 30�,WIDE BETWEEN I I !` F" U) HANDRAILS SEE PLAN I I AX-8.20 FRAMING AND STRINGER CONNECTION PER STRUCT SIM SEE TITLE 1. SECTION V # DATE DESCRIPTION 10 ROOF ACCESS LADDER 6 STAIR PARTIAL WALL 2 STAIR TREAD AT BOTTOM OF STAIR_ _8.2• SCALE: 3/4"= 1-0" A _8.2 f SCALE: 3"= 1'-0" A -8.2e SCALE: 1 1/2"= 1-0" \\,, 1 112"DIA CONTINUOUS PAINT GRADE WOOD HANDRAIL WITH REVISIONS METAL SUPPORT BRACKET AT 6`-0" 1 112" OC MAXIMUM- PAINT TO MATCH \_ n l'CLR'l BASEBOARD \ V ' Author Checker 2 X 4 BLOCKING FOR HANDRAIL DRAWN BY CHECK BY SUPPORT BRACKET Z \,:`2,_ .- PERMIT SET ATTACHMENT, TYP -------___ J _ O STATUS Ala I ��i z '� � 03.29.2018 O DATE 12"MIN AT TOPdr- !�* 00 '' 1 TREAD LENGTH AT BOTTOM SEE PLAN 0 17052 - _ in Z r PROJECT NUMBER NOSE of STAIR A)(-8 . 20 2 0 5 HAND RAIL EXTENSIONS 1 HAND RA I L AT RATED WALL ®2018 OTAK,INC. A -8.21 SCALE: 3"= 1'-0" _8.2 SCALE: 3"= 1'-0" If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. . , • , Otak „ ,..,_ .,,.,._ .... • „...,,,, „. 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