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Plans (5) BU P2019-00038 OFF/CE copy REECE SECURITY OFFICE COPY ' s CITY or T� ARDgf., J �' Approved by wehnning �� • JONES Date: 2-121111 • Initiat • 3 . clit It 1 TIGARD OREGON RECEIVE Y O i ~FEB 212019 W m NL lay OF TIGARD g o RELEASES ►uoiaDIVISION REECE HOLDINGSOWNERce n LEGAL PROJECT DESCRIPTION 01 2 w 1 25977 SW CANYON CREEK RD TAX MAP: 2S101DD THE PROJECT IS A BUILDING ADDITION AND SITE REDEVELOPMENT FOR REECE SECURITY'S ch 0 m m CC CC I- w w_ 00 TAX LOT: 500 CORPORATE HEADQUARTERS. THE EXISTING BUILDING IS AN APPROXIMATELY 10,512 GROSS m 0 c z SQUARE FOOT TILT CONCRETE STRUCTURE. THE ADDITION WILL INCLUDE APPROXIMATELY 216 �' N N m N W �`' WILSONVILLE, OR 97070 SQUARE FEET INFILL ON THE MAIN LEVEL TO ENCLOSE THE EXISTING BUILDING ENTRY AND AN o o •CURRENT RELEASE o 0 0 Er " 0 CURRENT RELEASE (NO CHANCES) 0 0 o CL APPROXIMATELY 10,600 SQUARE FOOT 2ND FLOOR ADDITION. A 11'-4" X 21'-4" EXTERIOR M cv - o a, u r- co ,n r M N .- PRIOR RELEASE L+1 W El ch TRASH ENCLOSURE OF CMU IS PROPOSED NORTH OF THE MAIN BUILDING. \ \- \ \1\\\\\\\ 1 COVER SHEET c w z 1 Z YORKE CURTIS CONTRACTOR FCS1LS COVER SHEET • FLS FIRE AND LIFE SAFETY `" L" o m ZONING CODE INFORMATION W aD OD C ZONE: C-P (PROFESSIONAL/ADMINISTRATIVE COMMERCIAL) ��\�\\ \�� CIVIL a 4480 SW 101ST AVE CCB #:55644 _ �_ C0.0 GENERAL NOTES U rn N BEAVERTON, OREGON, 97005 SITE AREA: COVERAGE: 39,062 SF, 78% (85% ALLOWED) C0.1 EXISTING CONDITIONS N Q Q LANDSCAPE: 10,557 SF, 21% (15% MIN. REQUIRED) CO.2 DEMOLITION PLAN (T); (503} 646-2123 C1.0 HARDSCAPE PLAN - f D IAL SHE AREA: 50,362 5[• (1.16 AC) C2.0 GRADING NOTES CONTACT: CHANA FREDERICK PARKING REQUIRED: C3.0 UTILITY PLAN OFFICE: 21,336 SF e' 2.7 STALLS/1,000 SF = 57.6 STALLS C4.0 DETAILS TOTAL REQUIRED PARKING: 58 STALLS C4.1 DETAILS CIDA, INC. ARCHITECT/ STRUCTURAL ENGINEER C4.2 DETAILS PARKING PROVIDED: • C5.1 EROSION CONTROL PLAN TYPE S PROVIDED • C5.2 EROSION CONTROL DETAILS STANDARD 8.5' X 18.5' 25 STALLS �� 15895 SW 72ND AVE, SUITE 200 COMACT H/CP ACCESSIBLE 8.0' X 16.5' 9.0' X 18.5' 21 STALLS 02 STALLS �`\\�\� -'*-\\\�\ LANDSCAPE PORTLAND, OREGON 97224 CARPOOL 9.0' X 18.5' 01 STALL L1.1L1. OVAL 0 TREE PARKING LOT ATIOTREENCANOPM PLAN FLET(T):: (503) 226- 1285 1OEAL PROVIDED PARKINGN/A 49 STALLS LL1.2 LANDSCAPE DETAILS (F): (503) 226- 1670 BUILDING SETBACKS REQUIRED: NONE o L3.0 LANDSCAPE & IR SPECS 20' SETBACK AR AND PROJECT ARCHITECT: LESLIE JONES DOES NOT AB® A RESIIDENTIALE ZONES ARE NOT REQUIRED AS THE PROPERTY \ �\�\ \\C I \\_\\\� � \ �\\�\ ARCHITECTURAL nil INTERIOR DESIGNER: MYA PALUCH BUILDING HEIGHT LIMIT: 45 FT (33'-6" FT PROVIDED) • A0.1 ARCHITECTURAL SITE PLAN • A0.2 ARCHITECTURAL SITE DETAILS 61 ENGINEER: CURTIS GAGNER • D1.1 DEMOLITION PLAN STRUCTURAL • A1.1 FIRST FLOOR PLAN IIM ARCHITECTURE • A1.2 SECOND FLOOR PLAN ENGINEERING • A1.3 FIRST FLOOR REFLECTED CEILING PLAN • A1.4 SECOND FLOOR REFLECTED CEILING PLANU PLANNINGAAENGINEERING CIVIL ENGINEER BUILDING CODE INFORMATION • A1.5 ROOF PLAN AND DETAILS A2.0 EXTERIOR ELEVATIONS - EXISTING CONDITIONS INTERIORS DESIGN CODE: 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC) • A2.1 EXTERIOR ELEVATIONS - PROPOSED 15895 SW 72ND AVE SUITE 200 4875 SW GRIFFITH DRIVE STE 300 A3.1 BUILDING SECTIONS PORTLAND, OREGON 97224 OCCUPANCY: B, S-2 (NON-SEPARATED) • A3.2 ENLARGED STAIR PLANS AND DETAILS TEL : 5 0 3 . 2 2 6 . 1 2 8 5 BEAVERTON, OREGON, 97005 CONSTRUCTION TYPE: V-B (NON-SPRINKLERED) • A3.3 ENLARGED STAIR PLANS AND DETAILS FAX : 5 0 3 . 2 2 6 . 1 6 7 0 • A3.4 ENLARGED ELEVATOR PLAN AND DETAILS www . C I D A I N C . c 0 M (T): (503) 620-3030 BASIC ALLOWABLE BUILDING HEIGHT (TABLE 503) 407BUILDING MAXIMUM HEIGHT 35'-6" PROPOSED • (F): (503) 620 -5539 • A4.1 WALL SECTIONS A5.1 STOREFRONT, WINDOWS, DOORS AND RETILE TYPES AND DETAILS BASIC ALLOWABLE NUMBER OF STORIES (TABLE 503) 2 STORIES • A5.2 DOOR SCHEDULE AND HARDWARE TYPES CONTACT: DUSTIN ELMORE PROPOSED NUMBER OF STORIES 2 STORIES PROPOSED •• A6.21 XTERIO DETAILS BASIC ALLOWABLE AREA PER STORY (TABLE 503) 9,000 SF • A7.0 FINISH LEGEND AND SCHEDULE • A7.1 FIRST FLOOR FINISH PLAN AND SCHEDULE AAI ENGINEERING LANDSCAPE DESIGN BUILDING AREA: • A7.2 SECOND FLOOR FINISH PLAN AND SCHEDULE 1ST FLOOR: 10,668 SF ALLOWABLE AREA ADJUSTED BASED ON FRONTAGE: (OSSC 506) • A8.1 INTERIOR ELEVATIONS 2ND FLOOR: 10,668 SF A/a= A/t + [A/t x I/f] + [A/t x !/s] • A8.2 ENLARGED FLOOR PLANS, INTERIOR ELEVATIONS 101AL BUILDING AREA: 21,336 SF • A8.3 INTERIOR DETAILS I/f = [F/P -- 0.25] W/30 • A8.4 TOILET ROOM DETAILS 4875 SW GRIFFITH DRIVE, STE 300 F = 426.33 BEAVERTON, OREGON, 97005 TRASH ENCLOSURE: 242 SF W = 30 P = 426.33 OF COPYTABLE 601 �\� ��\�\� STRUCTURAL >m (T): (503) 620-3030 CLTYOPTIGARD V-B - 0 EXTERIOR WALL RATING I/f =. 75 • S0.1 STRUCTURAL GENERAL NOTES • S1.1 FOUNDATION PLAN O(F): (503) 620-5539 s.a+=.�►s:r' r� FOR CODE corr.Iuvcs TABLE 602 • w A a= 9,000 SF + 9 000 x 0.75] + 9,000 x 0 • 51.2 SECOND FLOOR FRAMING PLAN (1) Approved* 1 X < 10' V-B 1 HR MINIMUM RATING / [ ] S1.3 ROOF FRAMING PLAN w rr CONTACT: TERESA LONG, PLA OTC _ _ X > 10' V-B 0 HR MINIMUM RATING =9,000 + (6,750) + (0) S2.1 FOUNDATION DETAILS Q5 z • 52.2 FOUNDATION DETAILS c : i_ P Permit* 11,,pr-0 ! q _[fin n'3 e A/a = 15,750 SF = TOTAL ALLOWABLE AREA PER STORY • CD O l 15,750 SF X 2 STORIES = 31,500 TOTAL ALLOWABLE AREA • S3.1 FRAMING DETAILS Cl- 0 Address: .�Sti"F c- -1 a .,r45 c-. • S3.2 FRAMING DETAILS = 0 CO w Suite#x DEFERRED SUBMITTALS • S3.3 FRRAAMIrNiG DETAILS 14.1 Q C) O By: -I' Dates \Z._a(_ j c, MECHANICAL, ELECTRICAL AND PLUMBING BY SEPARATE PERMIT. • S4.1 SHEAR WALL ELEVATIONS QCO < • S5.1 STAIR PLANS AND DETAILS LL Cr) _________ • S5.2 STAIR DETAILS Ip VALIDITY OF PERMIT < u j cn THE ISSUANCE OFA PERMIT Z BASED ON CONSTRUCTION SITE SITE Z0 DOCUMENTS AND OTHER O ~ DATA SHALL NOT PREVENT SW Vans St �ooa C„`iR crrY dr WQstktkePorV y Q 111 THE CODE OFFICIAL FROM `o �, SW SANDBURG ST t1 E MI (S) REQUIRING THE CORRECTION e ,,� �asr,� V �_ OF ERRORS.OSSC 105.4 x -- 'N411111111474 w nCCSW Fir St m SPECIAL INSPECTION REQUIRED �j� m tvFsrc�ixF �- State of Oregon Structural Specialty Code , _ cLn acrd Ln I c 'rer:y Dr SW SANDBURG T o - E� 441 - 'Eh Concrete and Reinforcing Steel y� kr`,rN ly�y `' ca`ci . KRUSE WAY ILLI Bolts Installed in Concrete Tigard-Tia n -a `' 3 SW Tech Center Dr School 4 os.$ego 0• is Cn�`e 0 Special Moment-Resisting Concrete Frame Darr ct Crown"Plaza Porrlond-Laic�s.4 KRUSE WAY oI Kruse Way . - i 0 Reinforcing 2,�1& Prestressing Steel Tendons ' f�"'' Millsole c --.4:1 Structural Welding `,JE1�phorrrs at se Way 00: 4+ AL4VEX Global SW Med Ci lit U High-Strenght aolting ,r- 4i-s, a' a °j'r Rd -. - c, N ❑ Sinart<<ral Masonry �' ryI Q >- 3iisn co ❑ Reinforced Gypsum Concrete ,,, 1 SW Bonita Rd r Bonita Rd Bonita Rd 3 ❑ Insulating Concrete Fill `� ril COVER SHEET 5W BONITA RD © S}�rey Applied s ire Resistive Materials - 1 0 Pilings Drilled Plass and Caissons NORTH - I E � �_ �; Sl,otcr VICINITY MAPS M *le ti [] Special Gradtnc:• Excavation and Filling NO SCALE JOB NO. 170300.03 V Smoke-Can€ros S}st. ins ©2018 ciDA, P.c./a0A AIL Ran RESERVED la No w Oilier Inspecfl:.•:?s ,.e.._p___.V.2.4,/ '* EXIT DISCHARGE EXIT DISCHAIRGE I10 UCCI w I2 OCC wA..,.... 7.-....-«-T.0-...�.....�.�._.,r.., .....r.,....... . 1.1 611 FIRE AND LIFE SAFETY ANALYSIS OSSC OCCUPANT LOAD TABLE of, ,c- No i111ii1111iii111' i JONES `? - - 705.8 OPENINGS: ROOM S NAME OCCUPANCY TYPE LOADING FACTOR AREA LOAD n = EXCEPTION 2. BUILDINGS WHOSE EXTERIOR BEARING WALLS, EXTERIOR NON /A. • •• .r BEARING WALLS AND EXTERIOR PRIMARY STRUCTURAL FRAME ARE NOT REQUIRED I 101 VESTIBULE BUSINESS 100 118 2 OR on NO TO BE FIRE-RESISTANCE RATED SHALL BE PERMITTED TO HAVE UNLIMITED 102 LOBBY BUSINESS 100 422 5 11306 .. UNPROTECTED OPENINGS, `. t raw N - 103 TRAINING / SHOWROOM ASSEMBLY 15 640 43 O - 104 OPEN OFFICE BUSINESS 100 1356 14 , NI TABLE 803.9 INTERIOR WALL & CEILING FINISH REQUIREMENTS BY OCCUPANCY: 105 ENGINEERING BUSINESS 100 1712 18 , / 106 T.R. --- T 60 E a = CAGE OCCUPANCY EXITS CORRIDORS ROOMS/ENCLODED AREA __ mu a WAREHOUSE - 13 B C C I 120 No S- 2 C C C 107 T.R. -- -- 60 -- ' > - 108 SHOWER -�- --� 90 --- m a - I. m "� s 808 ACOUSTICAL CEILING SYSTEM: 109 JANITOR CLOSET EQUIP. RM 300 47 1 La w r INSTALL PER a 5T LL E ASTM C635ANDATM4/A6.2 � � S C636 SEE 110 ELEV. MACHINE RM EQUIP- RM 300 74 1 mu w i � MB 111 MECHANICAL EQUIPlin . RM 300 330 2 i N - 906 PORTABLE FIRE EXTINGUISHERS:M. ' -' �i E. FIRE EXTINGUISHERS SHALL BE PROVIDED IN APPROXIMATE LOCATIONS SHOWN ON 120 WAREHOUSE WAREHOUSE 500 3798 8 �, '111111111111111111111111111111111111111111111111111111111111i11111111111111111111111/11111111111111111111111 - F- w THIS SHEET, MAX 75' TRAVEL DISTANCE. QUANTITY & FINAL LOCATIONS TO BE 121 CAGE STORAGE 500 670 2 La w cn in: VERIFIED WITH FIRE MARSHAL Z z �- FEC 122 GYM EXERCISE RM 50 875 18 a 0 a a' 7cr 0 2 a LJ u � n As.2 : 1004 OCCUPANT LOAD; JC ELEVATOR TYP. �"' SEE OCCUPANT LOAD TABLE THIS SHEET 201 HUDDLE BUSINESS 100 631 7 � : MECHANICAL TYP. • : © o ED I z 109 MACHINE ROOM a Up ED c, 110 111 FEC 1005 MEANS OF EGRESS SIZING: 202 BREAK AREA ASSEMBLY 15 394 27 L- 1- a v m Ufrit STAIR REQUIRED CAPACITY BASED ON UCC. LOAD (1005.3), 203CONFERENCEBUSINESS1002843 ii ri: sr 1 ;�Ii11i�111 11!!!!1lii111 204OFFICEBUSINESS1002323LJ 03 00 CO 03 C7)0EXITJ ESTIBE `- ---rd- Ilff- 0 SHOAl GYM ' J 1006 MEANS OF EGRESS ILLUMINATION: w "' `� 205 OFFICE BUSINESS 100 227 3 0 I 122 EXIT ILLUMINATION LEVEL MINIMUM 1 FOOT-CANDLE AT THE WALKING SURFACE LEVEL o o DISCHARGI 101 _ _ H _ 1- ,I�-,1_ _ TR rrip TR 108 DISCHARGE ILLUMINATION EMERGENCY POWER EMERGENCY POWER SHALL_ BE PROVIDED FORA 206 OFFICE BUSINESS 100 208 3 149 OC ' 's to7 I :I ■ DURATION OF 90-MINUTES MIN. �' �' "' "' I- L UP A I Q - I$5 OCCf 207 OFFICE BUSINESS 100 175 2 AREAS REQUIRED TO BE ILLUMINATED BY EMERGENCY POWER MIN: CORRIDORS, EXIT ENCLOSURES AVID EXIT PASSAGEWAYS 208 HALL BUSINESS 100 148 2 1._ - 1!!!ll l 1Illglllilii!*,Iglililliillili IMilii111i11111l11111111111iiiii1111 iliiiiliYl 1 - INTERIOR EXIT DISCHARGE ELEMENTS 209 COPY / MAIL BUSINESS 100 57 1 LOBBY �� I J EXTERIOR LANDINGS 102 �'�` -- MS - -- 210 HUDDLE BUSINESS 100 85 1 ■r riw I i 1007 ACCESSIBLE MEANS OF EGRESS� 211 WOMEN'S T.R. - -- 208 -- zn-- ti ,j----vi -'I; - MIN. 1 PER ACCESSIBLE SPACE w� I212 MEN'S T.R. -- -- 208 7111 Iii■IIIIi11i111i1111l1l11lliliilt!''"" ' ""�` llIi11111!' WHERE MORE THAN 1 EXIT IS REQUIRED EACH SPACE IS REQUIRED TO HAVE NO -- LESS THAN 2 ACCESSIBLE MEANS OF EGRESS 213 OFFICE BUSINESS 100 129 2 - 4;, ENGINEERING EXITS TO BE CONTINUAL TO PUBLIC WAY L - - OPEN1a FFICE ��i 0 ` 214 COPY / SUPPLY BUSINESS 100 108 2 . 1011 EXIT SIGNS: 215 OFFICE BUSINESS 100 125 2 OPEN OFFICE { I EXIT SIGNAGE IS REQUIRED FOR SECOND FLOOR EXITING ONLY PER 1011.1.1: 216 OFFICE BUSINESS 100 129 2 TRAINING SHOWROOM FLEX SPACE I 1 ! EXIT SIGNS ARE NOT REQUIRED IN ROOMS OR AREAS THAT REQUIRE ONLY ONE 103 104 EXIT OR EXIT ACCESS. 217 OFFICE BUSINESS 100 126 2 111 �� 11%41( 218 OFFICE BUSINESS 100 128 2 Ippl III ImmI I_! � - I - 1014.2 EXIT THROUGH INTERVENING SPACES: 219 ACCOUNTS STORAGE STORAGE 500 176 1 _ �J ( ALLOWED THROUGH THE B OCCUPANCY PORTIONS OF THE BUILDING WHERE SUCH ID 1 ADJOINING ROOMS ARE ACCESSORY TO ONE ANOTHER, ARE NOT GROUP H OCCUPANCY, 220 OPEN OFFICE BUSINESS 100 5884 59 `� CI AND A DISCERNABLE PATH OF EGRESS TRAVEL TO AN EXIT IS PROVIDED. I= _I 221 OFFICE BUSINESS 100 104 261 1016.1 EXIT ACCESS TRAVEL DISTAN E, 222 OFFICE BUSINESS 100 101 2 IIIII ARCHITECTURE { I ii I ii 1 I GROUP B OCCUPANCY (NON-SPRINKLERED}: 169'-9'� MAX (200' ALLOWABLE) 223 OFFICE BUSINESS 100 101 2 r - GROUP S-2 OCCUPANCY (NON-SPRENKLERED): 120' MAX (300' ALLOWABLE) ENGINEERING TOTAL NUMBER OF OCCUPANTS THIS FLOOR: 246 OCCUPANTS NORTH 224 OFFICE BUSINESS 100 104 2 PLANNINGU NUEXIT WIDTH BER EXITS REQUIRED =PRO FLOOR:VIDED FROM FLOOR: 149 * 0 229.8" FIRST FLOOR FIRE & LIFE SAFETY PLAN 1021 SEE OCCUPANT LOAD TABLE INTERIORS TOTAL EXIT WIDTH PROVIDED 36" MINIMUM ill 09 1/8" - 1'-0'• TOTAL FOR OCCUPANT LOAD 20324 246 1021.2.4 NUMBER OF EXITS AND EXIT CONFIGURATION: 15895 SW 72ND AVE SUITE 200 PORTLAND, OREGON 97224 4 EXITS PROVIDED (2 EXITS REQUIRED) [ ....L , � _-� �� 1 -I - - I TEL 5 0 3 2 2 6 1 2 8 5 I I II 11 FAX : 5 0 3 . 2 2 6 . 1 6 7 0 I I I I I I i I 1103.2.9 EQUIPMENT SPACE: PLUMBING CALCULATIONS W W �, c I D A I N C C O M I- ;I' U---- cn (l = . OFFICE MECHANICAL/ELECTRICAL ROOM 110/111 CONTAINS HVAC & ELEC. EQUIPMENT 0 , 0 --- 1 + ONLY AND NOT REQ`D TO BE ACCESSIBLE CHAPTER 29 - PLUMBING FIXTURES �;N1\1FERE +►[ OPEN OFFICE z `� = " - MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES (OSSC TABLE 2902.1) 203 220 a ■. FOR ENTIRE FACILITY C III c i 1109 OTHER FEATURES AND FACILITIES: CI SEE ENLARGED PLANS & INTERIOR ELEVATIONS FOR COMPLIANCE 1 3 (,) _J -� �� ' �� = PLUMING CALCULATIONS II II - - �, •) I , G a ImI OFFICE 1110 SIGNAGE; ~ - I --- mi 223 SIGNAGE GRAPHICS, LOCATION & MOUNTING TO COMPLY WITH OSSC CHAPTER TOTAL OCCUPANT REQUIRED REQUIRED ISI 1 1 I I I i II ! r" OCC. WATER LAVA- I ! x I 11& ICC/ANSI A117.1-2003. OCC. :L�ISSIFIQATION A LOAD WATER LAVATO -I im U II Lo Ir- - _ -tLOAD CLOSETS TORIES es (SF) FACTOR CLOSET RATIO Roo eta :I giM iiii11iiiliiii111iii11iii11iiiiiiiiiilliiiliiillliiiiiiiiiilil11111111i11iiiiil11111iiiii11illliilill iiiiiiiiiiiliiiiiiiiiiiiiiilliir s BUSINESS 16526 100 165.26 1:25 1:40 6.61 4.13 `�I EEC - >- -9 •_ SYMBOLS LEGEND S STORAGE 3798 300 12.66 1:100 1:100 0.12 0.12 I _ • - TI -� SUBTOTAL* 6.73 4.25 HALL & SALES n • 11111111m. Fly-- 1 0 0 - I 101 ROOM NUMBER n INDICATES LOCATION OF FIRE / \ p 208 OFFICE ❑ >~ x FEC EXTINGUISHER CABINET. FINAL TOTAL NUMBER FIXTURES REQUIRED (ROUNDED) 7 5 am - >� 0 213 I COPY/ I I ' $11.0,:i 1 ii. EGRESS LOCATIONS TO BE REVIEWED & �- ~ ri SUPPLY OFFICE "1 iI APPROVED BY FIRE MARSHAL. TOTAL NUMBER OF FIXTURES PROVIDED 8 7 W ■r \` ! El) I 214 '* UNCONDITIONED AREA D C (9 (D I 215 s f (i) ILLUMINATED EXIT SIGNAGE Q 0 z w- OD Y L 1;-- OFFICE W I __ 11 ' * 2902,1,1 FIXTURE CALCULATION; FOR CALCULATIONS INVOLVING MULTIPLE OCCUPANCIES, S 0 /� \ 216 = J c-4 ___ SUCH FRACTIONAL NUMBERS FOR EACH OCCUPANCY SHALL FIRST BE SUMMED AND THEN a 0 0 ;; BREAK o L - - d I - ROUNDED UP TO THE NEXT WHOLE NUMBER. CO W N 0111F+ AREA MEN'S TR ,� L-I W 202 212 -. X j I-- E 1? _ DN GENERAL NOTES oIJJ o No J 0 < o - ..- _ ❑ _lam I C ACCOUNTS -- I SEE STRUCTURAL CALCULATIONS AND DRAWINGS FOR ADDITIONAL CODE REQUIREMENTS LQi V} w I- - - - - 'LoI• - STORAGE I ---, 66 OCC ]]] 219 I I I r - _ . __ ---- L-._.--1 / SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION1. Z Q - -' ��_ , , L _ 12 ENERGY CONSERVATION (OEESC) Q W A in , ,, 7 o o c O.: ELECTRICAL & MECHANICAL BY SEPARATE PERMIT z .". ai11!■1l111111111l1111i1i11i1lliiii11111!!11 0 0 1.C) i_ 0 F [ REFER TO MEC3iANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR COMPLIANCE WITH APPLICABLE SEE COMcE eck: ENVELOPE COMPLIANCE CERTIFICATES ATTACHED: _ di NgI OFFICE OFFICE Lii Ln 166 OC I r ��"" WOMEN'S TR 217 I 218 1 - - FEC CODES Q n e, _0 --.r 211i - --- ------ ---il---r-- - i `=,� :: ( INSULATION SUMMARY; (MINIMUM REQUIREMENTS) X (Q �_ = FIRE EXTINGUISHERS SHALL BE LOCATED AS REQUIRED BY SECTION 906, IFC. COORDINATE FINAL ROOFS 1.0 Lii MI LOCATION WITH FIRE MARSHALL, .Li - _ �� • ` # = R-30 ENTIRELY ABOVE DECK ROOF INSULATION. / Cr En HUDODLE COPY/ HUDDLE [ GLASS USED IN DOORS OR GLAZING LOCATED WITHIN A 24" ARC OF THE NEAREST VERTICAL WALLS '5 saN 0 -- FEC MAIL 210 i ii II AZIA EDGE OF A DOOR OR IN AREAS SUBJECT TO HUMAN IMPACT OR OTHER HAZARDOUS LOCATIONS CONCRETE TILT WITH FURRING: R-19 TYP. CAVITY INSULATION 1 OR 209 H iim • SHALL BE TEMPERED OR OF AN APPROVED SAFETY GLAZING MATERIAL PER SECTION 2406, IBC. ME FLOOR it I20 711111i111i1lliiiilllll111lil11111111!lli11111i111111111l1■I11111ilIi111iiiiiillil!!1!1lIii111111lIii111i1111i11" OPENOFFICELIGHT AND VENTILATION NOT INDICATED ON THESE PLANS SHALL BE PROVIDED AS PER SECTION UN-HEATED CONCRETE SLAB EDGE: NO PERIMETER INSULATION REQUIRED 1203 & 1205 OF THE IBC. 2 OPENiNG5 1 f ALL INSULATION INDICATED ON PLANS SHALL COMPLY WITH OR EXCEED THE REQUIREMENTS IN STOREFRONT: ALUMINUM FRAME, THERMAL BROKEN, DOUBLE PANE, LOW-•-E (0.39 U-(=ACTOR, OFFICE OFFICE OFFICE OFFICE I I1 1 1 1 - OFFICE SECTION 719, IBC FOR SMOKE DENSITY AND FLAME SPREAD. SHGC 0.41) / 222 C 204 20571 206 207Ill 0 0 � PROVIDE SIGN STATING "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" PER SWINGING HOLLOW METAL DOORS: 0.46 U-FACTOR U II Q ri rn I SECTION 1008.1.8.3, IBC ON ALL LOCKING ENTRANCE DOORS--COORDINATE WITH DOOR NOTES: N SCHEDULE. • PER COMeheck FORMS: 1 7 • • LA p I PROVIDE EXIT ILLUMINATION AND SIGNAGE PER SECTION 1006 & SIGNAGE PER SECTION 1011 OF CHAPETER TEMPORARY 15, BEL AFFIXED SHOWING TO THE COMPLIANCE 5TRATIONWITH PROD2009UCTSASHRAE MUSTHANDBOOK NOT BE REMOVEDOFFUNDA PRIORMENTALTSO g U li I THE IBC. INSPECTION. FIRE Sc LIFE SAFETY �� oV OFFI 2ICE • SHGC OF GLAZED FENESTRATION TO BE LABELED IN ACCORDANCE WITH NFRC 200. OVERALL PLAN {� �� (� � ] APPLICABLE CODES: ALL WORK SHALL BE IN CONFORMANCE WITH ALL FEDERAL, STATE, AND VALUES MUST CONSIDER TYPE OF FRAME MATERIAL. I LOCAL CODES. SPECIFICATIONS AND STANDARDS SHALL MEAN, AND ARE INTENDED TO BE, THE • OPENINGS AND PENETRATIONS IN BUILDING ENVELOPE ARE TO BE SEALED WITH CAULKING 0 I!, LATEST EDITION, AMENDMENT OR REVISION OF SUCH REFERENCE STANDARD €N EFFECT A5 OF THE MATERIAL OR CLOSED GASKET SYSTEMS COMPATIBLE WITH CONSTRUCTION MATERIALS AND S . F . DATE OF THE CONTRACT DOCUMENTS. LOCATION. FL_S NORTH CONTRACTOR SHALL COORDINATE ANY NECESSARY TESTING AND INSPECTIONS. • WINDOWS AND DOORS ARE TO BE LABELED FOR AIR LEAKAGE PER NFRC 400 OR AAMA/WDMA/CSA 1O1/I.S/A440 • STOREFRONTS ARE TO BE LABELED FOR AIR LEAKAGE PER ASTM E 283. JOB NO. 170300.03 SECOND FLOOR FIRE & LIFE SAFETY PLAN ALL HARDWARE SHALL COMPLY WITH REQUIREMENTS OF THE ADA. © 2018 aDti P.C./aw ALL RIGHTS 1tESERVED 0 1/8" ._ 1'-O" ti ALL DOORS AND WINDOWS SHALL COMPLY WITH APPLICABLE ENERGY CODES EROSION AND SEDIMENT 5� PR° ` /,. - CONTROL BMP IMPLEMENTATION ,_ 3°‘0 � J 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER "� �� f GRAVEL CONSTRUCTION ENTRANCES, ETC.) ir/ " SEDIMENT CONTROL, , Nt PO cin �1 / �(V MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL. ` CO UD ,� CN = --- J / / N� INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION 4/G, o /te% N N cv / /// 'rV ACTIVITIES. N - , ,� - - N•3 ---- :<-_ �� /��/ / i`yry�,5 2. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" EXPIRES: 6/30/2019` '- - - - - _'? - �� __ � // `LSHALT. BE INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF ~`- �� / /-.� FINISWED GRADE AS SHOWN ON THESE P AN .l_ _ _232 � �// / , -• -- ._ - L S ��231 �� •r ! �/ / �/ N . N 3. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING I -229 230 >� / / / , � O \ MATTING" SHALL BE IN PLACE OVER ALL EXPOSED SOILS BY rOCTOBER 1. 1 iii---j,---_-:- , -� / ------ // // �` `,2�9 \ \ +' XR-,2.1:- 227 `. . '1 , / X218 N \ 4. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING f I 226 AN 21; . N \ PAVING ACTIVITIES. �� I' 225 -2T. : . ,: / / ♦ 21• N \ .L2� 224 . 7 �� /l L Il ;< 2�� 223 ' • - . �� - e . N GRADING & UTILITY EROSION & 1 I �/ ' . ' 2 ' .r 222 .:.�"`` -`� a`�� N N N 1 ; SEDIMENT CONSTRUCTION NOTES iii } 2? .22� , • - N 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE • • . • • -� 4111 COMPOSED OF ONE OF THE FOLLOWING MIXTURES, UNLESS I •, �`Lp�`L•,�g. / .r N OTHERWISE VEGETATED (ZED: CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. I I 22 / 8 1 r \ SEE RESTORATION PLAN FOR APPROPRIATE SEED MIX. �- :• 1b • / • • �� '` \ B. DWARF GRASS MIX (MIN. 100 LB./AC.) (. ( •/ � / ,, \ \ 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) / / 2. CREEPING RED FESCUE (20% BY WEIGHT) I ,2 ry�1 ; : �-• / 21p` • \ C. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC.) W I I / / 71 /---- / „4�� 1. ANNUAL RYEGRASS (40% BY WEIGHT) D J t / •-• • • : t .: • <,,• / /` `,�� \ 2. TURF-TYPE FESCUE (60% BY WEIGHT) to • - -• // . - / ---'-v7 Iljt` \A\ �� \ 2. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: 1 -eL` ••: / 9' COVERING EXPOSED SOIL WITH THE PLASTIC SHEETING, STRAW ` \ I / i _ + MULCHING, WOOD CHIPS, OR OTHER APPROVED MEASURES. / �' Oat modes,ix. ,/ . . Z • -../._._/ tf_ \\ ‘ \ \ 3. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A IFI �' TFhAPnRARY S[)II STnC KPI( F AREA PFR DETAIL 15/( ri 1 ■ ` • / \� / '� N' , ��6+ f I�r� \ STABLE LOCATION AND CONFIGURATION. DURING "WET WEATHER" \// �-� PERIODS, STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETINGSTOCKPILE TO BE NO MORE THAN 6' HIGH W/2.5:1 �` ♦ / ` 215 `� \ \ ENGINEER1NG SIDE SLOPES. STOCKPILE TO BE COVERED WHEN NOT / OR STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE / ■ �� • ''� � '✓ 4875 SW Griffith['nye I Suite 300 I Beaverton,ORI 97005 IN USE. /i 4` \ . 0 \ PERIMETER OF THE STOCKPILE. 503.6203030lel 1503.620.5539 fax Iwww.aaieng.com i I V - // \\J - Project No.A18122.10 1 " ' � ' / ` -� \ 4. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH �>�° // THE USE OF TEMPORARY SEEDING AND MULCHING, EROSION I I / X (eV \ \ CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENT FENCES OR I x // \ WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES EXCEEDING if--- I \ - / _ > O \ 25% MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. II 1✓ �, ! •)\e/ 21 A---1\/ v 5. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE 1 / \ DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE iik4 1 ':� l'/-Ne 2N5 / I '�x \ \ SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. / 61 \ \ 6. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE A r 71mi / �" _„,11ill ./ BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION / , EXISTING BUILDING `i' \ OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT - ARCHITECTURE , LIMITED TO, TIRE WASHES, STREET SWEEPING, AND VACUUMING MAY 1 „ i / \ ENGINEERING _.. • ti y ,4t BE BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT / \ CLEAN FOR THE DURATION OF THE PROJECT. PLANNINGU AND PORTABLE TOILET ��. ® :� i' / / \ \ 7. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED , ' '�`I' / I THROUGH THE USE OF APPROVED INLET PROTECTION MEASURES. INTERIORS , ' ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY . \ \ I j� _r► 11, ,� INSPECTED AND MAINTAINED AS NEEDED. 161 95 SW 72ND AVE SUITE ZOO �� , li � \ / ,� / 1> \ PDRTAND, OREQON D7224 / r' \ TRANSPORTED IN8. SATURATED A WATER-TIGHT TRUCKS ARE TO ELIMINATE HAULED SPILLAGEOFF-SITE MUST EOF TEL a D 3 . 2 2 8 . 1 2 8 5 �� ' / �,�0 / \ \ SEDIMENT AND SEDIMENT-LADEN WATER. F A X : s o 3 . 2 2 e . 1 6 7 0 � � -21 www , CIDAINC . COM /7 •' .10 9. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF e k ��, ¢ / /! \ CONCRETE TRUCKS IN A LOCATION THAT DOES NOT PROVIDE -* ( / / RUN-OFF THAT CAN ENTER THE STORM WATER SYSTEM. IF THE dj � �� c; \\� / �'�� ' \ THANR50' ROM ANYETE TDSCHARGE POINTAREA CAN NOT S SECONDE ARY MEASURESUCTED R �+ ,.;.�r � �40 �egkr,1414311,41:41firiV-3,1 lIIø1III1IlI \ ' Ihk., \ 1: SUCH AS BERMS OR TEMPORARY SETTLING PITS MAY BE REQUIRED. �•`�:��t+► �T ^�A� 2yr •0� / / 1- / \ THE WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ` \w� �� -��_ ,,, / / / \ ACCESS AND BE CLEANED WHEN IT REACHES 50% OF THE M�.� 1J'■►� ,4:' Ii I I e il'' CAPACITY. \,/ , + � �~ 041 ; • / / Vc), i 10. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT cV r',�A1:�`�)* y BE TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS >11. ��.�c'� _ • �c SHALL BE PICKED UP AND DISPOSED IN THE TRASH. ' �� \ rL til �/ / / 11. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN IIMM • , ► •d \,' . O o / / RUN-OFF INTO THE STORM WATER SYSTEM. r ,� / - /cNI _ ,,z.,4. , W / 12. USE BMPs SUCH AS CHECK--DAMS, BERMS, AND INLET I- >� ■•I. / .' ♦- PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGEIE 11 \- � ® W W POINTS. o (.n N SW SANDBURG ST .: r�iarrr ---Z1L�rrr.u�r,�-. j,■■ire■a{.44� . - . a y N Q - < 13. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE w CY CT) Agii. /2� -� POINTS WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENT O Ilik 41111° INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. 0 I--il M m111 z 2 o _ - ---%\ - .// < w i 1 LEGENDSc-7) 0 V) CC 0 0 EXISTING CONTOUR MINOR ¢ ^ (I3 0 EXISTING CONTOUR MAJOR -------- - 100 z - IA LCA PROPOSEDPROPOSED CONTOURCONTOUR MAJOR MINOR 102 0Ln�o 100 In F_ u \ SEDIMENT FENCE PER DETAIL 4/C5.1 o- a a a LIJo \ FLOW ARROW ------.- l .---- ' INLET PROTECTION PER DETAIL 2/C5.1 `� CONSTRUCTION ENTRANCE PER DETAIL CC \ 1/C5A kr 147 1 \ CONCRETE WASHOUT PER DETAIL u 3/C5,1 El NORTH 0 EROSION CONTROL PLANS ORAPI CSC SCALE 20 0 10 20 40 BO I j j \ C5 . 0 \ ( NFEET ) \ 1 Inch • 20 fest JOB NO. 170300.01 Qc D axp.c.,/m►M.L was wine 2/14/2019 - PERMIT SUBMITTAL 1111611111."114- ,onPRa C3Wp I NEFR `Yi: L 5. •1 0.' fir/ 4/ /G N/:P PL I EXPIRES: 6/30/2019 I 7-SIGN 5.0' I--.-4.0'�i -6-(MIN.)-.- 1 III O i f oz o Q� CULVERT DRAIN QQ Ail.. SIZED AS REQUIRED e- •cam ,•,4TO PASS FLOW '-CURB 0 0� Q °0 -•-'- //--�4.- � • '"°�°%o CONCRETE WASHOUT NOTES: • � Q. �G ° ••°0•o°'°p.0 •00 M/N DEPTH -= 2.0' Q P`• , Qo'.,,0.• b.o°?"°° °•.�°`° SIGN SHALL BE CLEARLY MARKED g �'� °,'tr°o sa •Qo'0iD 9 i3O...'.° "CONCRETE WASHOUT AREA" IN A °,°0Q • ,'0'46a ,,,��: -0°7°oev ° VISIBLE LOCATION f 0• o o4.6.0•0?,• . c..• • • d . N ••0 '. '' b '° , °Q G8°a°•n°.•41'k• . `009°.. ° a •' CONCRETE WASHOUT 25'R MIN. °' ' °•°40.0°9'..''' 12" MIN. 4" - 6" ° • • SCALE: NTS QUARRY SPALLS pi AA I idilin=iodates.jar. SEPARATION FABRIC �' �� 4875 SW�mr1n Drive Suite ENGINEERING F aeanoRe�ons 55. Gri 0 teL 50I Suite 539300 fax I WAnv.eran, R 197 0 nUNDER Project No,A18122.10 NOTES: 1. THE ENTRANCE SHALL BE MAINTEINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT--OF--WAYS. THIS MAY ANGLE BOTH ENDS OF REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED SEDIMENT FENCE TO TO TRAP SEDIMENT. ASSURE SOIL IS TRAPPED 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO 7 All PUBLIC RIGHT-OF-WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH INTERLOCKED 2"X2" POSTS CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR AND ATTACH (SEE TURNED SEDIMENT BASIN. ENDS CONNECTION) LI 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA PLAN VIEW FILTER FABRIC THE CONSTRUCTION ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO FILTER FABRIC ARCHITECTURE DIVERT RUNOFF THROUGH AN APPROVED FILTERING SYSTEM. " ENGINEERING 5. DIMENSIONS: 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, STITCHED 7--2x2 WOOD GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE FABRIC TO PREVENT SUB-SOIL TOGETHER POST POST OR STEEL PLANNING FORM 10 MAX. PUMPING. POCKET FENCE POST TIRES, SANDBAGS, OR EQUIVALENT INTERIORS CONSTRUCTION ENTRANCE Flow f = �,� MAY BE USED TO WEIGHT PLASTIC 10590 SW 72ND AVE SUITE 200 0.1 SCALE: NTS 36" MIN. �- -� f SEAMS BETWEEN SHEETS MUST PORTLAND. OREGON 97224 L ,:e _ _ _I - ,_s - - OVERLAP A MINIMUM OF 12" AND TEL : 5 0 3 . 2 2 6 . 1 2 8 5 EXPOSURE :.: -III-III-f I - ,� BE WEIGHTED OR TAPED FAX : 5 0 3 . 2 2 6 . 1 d 7 0 POST EXISTING GROUNp II-1117111- 11=111=1 �\ (ii) K_ www . C I D A I N C . C O M FILTER-� \ j " /V \` \ i y\ I I 1---1 I III III--III-1' FABRIC /\\/\\//\\//\\//\\//\\//\\//\\! \// \k/ , DETAII FABRIC \//�//i//A ,//,//,/� / \/ rI H=I I I- POST POCKET =III-III L L 2 EACH FOAM . TOE IN SHEETING IN 1=1 II--III ,} `� 10' MAX. DUMP STRAP 6' MAX. _ I MINIMUM 4"x4" TRENCH - FRONT VIEW LIIIffLL1 �� C i �- E--] -1 11=-111=1) w , FILTER {III-I I I- FABRIC _ EXPANSION RESTRAINT _ - - �� " R � �� 36' �I I I-III -----________ ›- (Y4 NYLON OPE, „ �, BACKFILL -MIN. I-III=II �� • . .. • .2 FLAT WASHERS} 9_7, 1 TRENCH I I-I I I-II • ��` \\ 6„ I - - - li I-- �- TURNED ENDS [MIN. -III-III-III PROVIDE ENERGY DISSIPATION p (J) N DUMP STRAP 1 GEOTEXTILE END CONNECTIONS \'�\ I. il AT TOE WHEN NEEDED U- N l STEEP SLOPE CD I� • BAG DETAIL ��/%\// M1N o 0 Lil C3.) ROPE MIN. 12" OVERLAP Lp Z 1" REBAR FOR BAG ` 6" ``-�\\ ` ��• ,` x k k k OF SEAMS c, . 0 REMOVAL FROM INLET MIN. k k k r k '` k k I.Ll Z C� •. • \. k k k k k k k < UI .. '1l,•* (1) 0 k k k k SANDBAG OR TIRE 't, -• •; , SIDE VIEW k k k k k k k k k k . k k k MAY BE USED �'':�,%''t. NOTES. '' x_• k - k �{ n k k .k- X k • ` (f) k 0 ::`ti i i ti<<i� i� ///�' k k k k k �C � k �[ � Q REGULAR FLOW = 't-,�', �/ 1. THE FILTER FABRIC SHALL BE (36" MIN. WIDTH) PURCHASED IN A CONTINUOUS k k k k k k k k k SILTSACK® ry r DUMP STRAP ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN k k k k k k k k lk k k c� CI JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT 'f k k X k k .,k k k k k k k k k k k k k k k k - o 1 LII) I A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY k_ k k FASTENED TO THE POST, OR OVERLAP 2"x2" POSTS AND ATTACH AS SHOWN ON k k k k k k k k IT--�" k k ►` 0 04- DETAIL SHEET. k k k k k k k k k k k k k 1 k k k k k k 1:13 CC) I- �` k k k k k k k k < k k k / �� 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS k k k k " k k k k k k k k k k k k k k k k =� k k k k. . k Lii WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6-FEET k k k k k • k k k k �• k k • APART AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24-INCHES. ��• k k k k k k k k: 1; kkx kkkkkkk Wi� �� kk kkkk k kkkkk = kkI��ON ��II�j�' k kkkkkk k kkkk k k kk _k k k k kI� ' �.k k k kk ♦/`�`�`�s' •� ; 3. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6-INCHES. ALL ��' kk kk kk kkk kk k k kk kk k ��. ♦, ,' d• �' EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATION, SHALL BE �• I'I��kk k k k k k k k k _ k k `: �� • I``' ��: k k k k k k k k k k k k k - k k I•y � ♦'`�`�♦�'�`� IX < • • . ' • ' BACKFILLED AND COMPACTED, ALONG THE ENTIRE DISTURBED AREA, q��,♦ice„As.* W.-•�• k - , k k k 1 ♦�♦ i FN0 :. • = ; . ♦i�� ♦ �y� `♦' 'ii. • �� i ii��•• �, �i1 ' ` iii. 'clot/1%i♦ ♦�� ♦• iii♦• ii ..: A. iii ♦ ii♦ ♦` k ♦ k i ♦ ♦a . VI. i•0• 1 • ♦. i �� ' �♦.� ��i♦�♦�� i♦��`♦i♦�i♦�!�!��♦� '� �� - �� ♦i � rid -��..,�i�♦��i 4. STANDARD 2"x2"HEAVY DUTY FILTER FABRIC SHALL HAVE MANUFACTURED STITCHED .A •1-•� ••„A��` A ..A..,%:_.A.A �j„_A• ,*•-A\�At/".-- ''t ' ` �� ' 'd • • . 4'. LOOPS FOR POST INSTALLATION. STITCHED LOOPS WITH STAKES SHALL BE NOTES: • ' INSTALLED ON THE DOWN-HILL SIDE OF THE SLOPED AREA. 1. MINIMUM 12" OVERLAP OF ALL SEAMS 4. PLASTIC SHEETING TO BE BLACK, 6-MIL. MIN. BARRIER REQUIRED •' REQUIRED. AND UV RESISTANT. ••• • : AT TOE OF SLOPE d . • . 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UP-SLOPE AREA HAS BEEN 2. BARRIER REQUIRED AT TOE OF STOCK PILE. 5. SIZE AND PLACEMENT OF THE STOCK PILES • PERMANENTLY PROTECTED AND STABILIZED. ARE TO BE DETERMINED BY THE CONTRACTOR NOTE: 3. COVERING MAINTAINED TIGHTLY IN PLACE BY IN THE FIELD. 1. DO NOT USE HIGH 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY CONTRACTOR IMMEDIATELY AFTER USING SANDBAGS OR TIRES ON ROPES WITH A EROSION CONTROL DETAILS FLOW INSERT BAGS. EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS. REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. INLET SEDIMENT PROTECTION SEDIMENT FENCE PLASTIC SHEETING 5 . 1 iCl._ SCALE: NTS SCALE: NTS �� 5 SCALE: NTS JOB N0. 170.300.01 ©Ilona P.c.., ALnaffs 2/14/2019 - PERMIT SUBMITTAL e , 1, SITE INFORMATION ir.� 5111 AREA: 50,362 SF +I- (1.16 ACRES) • LANDSCAPE AREA: 10,557 SF +/- FORUM, OR ` BUILDING AREA: 21,024 SF +/- I t (L, %" SITE COVERAGE: 31,581 SF +/- (63%) MIN. PARKING REQUIRED: 21,340 SF OFFICE * (2.7/1000SF) = 57.62 TOTAL 58 (-20% WITH VARIANCE: 46 STALLS) CO / (ADA PARKING REQUIRED: 2 STALLS IF TOTAL PARKING IS 25-50) w / \ re / / _ O PARKING STAN ARDPROVIDED; 26 / / \ O COMPACT: 21 w \ ADA: 2 ` ' // r ,-- -- - �* TOTAL: 49 z Ix z w L At / '• \ /,\. O LOADING AREA REQUIRED: 1 I I , ` . \ O a o o a / • ///r A\ O • I 1- o in m /0, . , CY - p r ;•.:,, . ( ./ ' 1--.4%). 4 /� ' // / �'�` • \ GENERAL NOTES Q / / a Z• \�` \ • CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING / / c. n \ •.ryp CONDITIONS SHOWNLIDDRAWINGS PRIOR TO / / 0 NI J ORIGINAL EAST LINES OF \\ START OF CONSTRUCTION. NOTIFY TYP. ARCHITECT/ENGINEER OF ANY DISCREPANCIES. ,',' C „' ° ‘ LOT 2, "SALEM FREEWAY ��/,' \ SUBDIVISION". \ / \ ° ° y .\ \ \ r r \ / `•. ,'..„, 00 /// �� EXCEPTION 9 \ 10 .\ /.',' ® \ / 6 " r 15.00 FOOT WIDE SANITARY \ IYR �`` QPG♦y O /rr� SEWAR EASEMENT PER PLAT OF \\ �',' ca •O / \ 'SALEM FREEWAY SUBO'VISION" r I hGH S '/ ‘c;,./,r////' �aPQP•� ,-' m LEGEND li , 4410 Q-1'k NN / / 1c. 0 ,, ., SQkilik-41/ / \ .0.........w.4 , . - -- PROPERTY LINE411% EXCEPTION 13 7G . , 4' WIDE UNDERGROUNDI . sr ( ACCESSIBLE PARKING STALL DISTRIBUTION LINE 11 p • / EASEMENT I 4' .s / ,' / f ' / ARCHITECTURE 61 C COMPACT PARKING STALL Q.' "' \/i ENGINEERING r \‘Z;;!),$) r' \/ OVERHEAD LOADING DOOR PLANNING .? EXISTING BUILDING / INTERIOR S I / ;, _/ °.� 0 FFE = 213.85 % / 15895 SW 72ND AVE SUITE 200 ii. IF-+ _ U 1 O N ® PORTLAND, OREGON 97224 a /� TEL : 5 0 3 . 2 2 6 . 1 285 v1 V) j• 0 \� / FAX : 5 0 3 . 2 2 6 . 1 670 ` D r www . C I DAI NC . C OM m r__ J \, TYP. KEYNOTES 0 i 1 ,� TYP. 1 ` i c1'. 0 `, CD//I ?„45,', \ .. O O (N) RETAINING WALL I `� tkilio,. r- x pp m `� `� `k j xT :L2 ©� 11:',, o A, �► O r~ °`�G'�' C, O (N) ONSITE SIDEWALK f ♦ � I - • : , II ¢ 9 \ z \\ \ 0 (N) TRANSFORMER . lk , 1 I A\\\ ( -- 11111Pr + fA p, : f 0 (N) BUILDING ENTRY 00, - )" 0 \ .4. :\. .0 X /0 • 0 INFILL ® E BUILDING ENTRY 0 /ME i— (E) SW SANDBURG ST 0 \ . . .,;,;-*---4,111111111111...111.11111 :y-' - - - ' /0) ,...r. \ (104-DLI‘ riYI •6 �, O (E) ODOT RETAINING WALL-1=INAL LOCATION TBD p CC 0 \ iiii- • ., \\it, . .<,. 0 ,/ ' a m (r±) 6 , . • - O0000 ----------"2 j 0 (N) 23.5' X 15-0' LOADING AREA Ce �,rr CC) LLI — . — —N. _ _ _ _ CIN) D (..) _ - 0 TRASH ENCLOSURE AS APPROVED BY PRIDE. SEE 9/A0.2 Iii0 0 VISUAL CLEARANCE REQUIREMENT PER CHAPTER 18.930 CO « 0 14 Q TYP. TYP. m (N) TREE PER LANDSCAPE DRAWINGS. Q 0 Q W C7 O► (E) TREE PER LANDSCAPE DRAWINGS. O 0 Inc) I-- In 0 5'x11'x8" THICK CONCRETE PAD FOR FUTURE GENERATOR - d W N. FINAL LOCATION TO BE DETERMINED AND APPROVED BY OWNER. X (p W Lii 0 BICYCLE PARKING. SEE 1&5/A0.2 CC ,i-; O BOLTED BOLLARD. SEE 3/A0.2 0, 0 0 (N) MAILBOX -- LOCATE AND INSTALL PER U.S. POSTAL REQUIREMENTS ti ,,,, 0 (E) LIGHT POLE i lie U N N N O s a NORTH , 41 SITE PLAN SITE PLAN . o. 1"=20' AO.1a 0 JOB NO. 170300.03 r 7 0 2018 add F.C./m4 A11 Ram woe 0 0 --- 4111111110 iii 1.-0" 31_0" 3'-0" 3'-0" T.O. HANDRAIL 1,-0" 6" CONCRETE LANDING W/ Pd . #4 CO 24" 0.C. E.W.---- EXTEND REINFORCING INTO d� STAIR LESIE J. 1S CONCRETE PLANTER BEYOND. • Q • PLAN VJ�,W--TVR. L� SECTION/IE1 EVATtON tr•'!._ �W 1�} �` �;? WI% OR #3 NOSING BARS 11306 % CONCRETE CURB BEHIND �`� 14‘PRE-MANUFACTURED 4" MIN. 0 FLANGED PIPE BOLLARD •7'- �- �-- (GLOBAL INDUSTRIES, SBI `i�1 1/4" STANDARD STEEL BOLLARD INDUSTRIAL OR APPROVED EQUAL) "` '�' '!"_ • '� PIPE RAIL EACH SIDE OF • �, STAIR-- GROUT IN 2" DIA. -:.:-: \ 0 x 8" SLEEVE TOP AND — \ _ m • 1I BOTTOM W/ NON-SHRINK, c� 4" TYP. WALL in - - I (4) 3/4 X 5" EPDXY ANCHORS m NON-METALLIC GROUT ;� 72„ Et Illihro:- �� -- 6" CONCRETE CURB AT . ' L FINISH SLAB (6" MINIMUM THICKNESS) j 8" LANDSCAPING 2" I 1 OSING 1 i.\ 0 — * d. t \ U1 11" 18" •' E 1- • I =� w w 0 �f 5/8„ a w CD Cl- \\N'-----__ k ,., + W ).0.;` - r I w, 1/ NOTES:HANDICAP BLUE Lj �' °' Z P r`t i i SIDE VIEW INSTALL WITH 12" GROUND TOP VIEW c� o #4 CONT. [�[� - ,� �,� II� I o SPIKES (AC INSTALLATION) w 1- o o CO 1" RADIUS NOTE: BOLTED BOLLARDS ARE NOT TO BE USED FOR PROTECTION OF EQUIPMENT PROVIDE TOOLED REGULATED BY THE OREGON FIRE CODE. << `° 00 Z NOSING GRIP o r I oa 0' NOTE:BIKE RACK TO COMPLY WITH NOTES: NOTE: FINAL BOLLARD LOCATIONS TO BE REVIEWED AND APPROVED BY OWNER. `" `~ `" CITY OF TIGARD STANDARDS. 1. EXTERIOR HANDRAILS TO BE w rn ` ---:. POWDERCOATED -- ARCHITECT D o - - o 0 TO SELECT COLOR FROM POWDER w - N MANUFACTURER'S FULL RANGE 1 INVERTED U' BIKE RACK 2 SITE STAIR DETAIL 3 BOLLARD DETAIL 4 PRECAST CONCRETE WHEEL STOP . 0 N.T.S. ' 0. 1/2" = 1'-0" ' 0 1/2" = 1'-0" 10340-02 0 SCALE: N.T.S. 02580-06 SIGN TO MEET HANDICAP CODE REQUIREMENTS. SIGN SHALL STATE IN 1" \--FACE OF BUILDING HIGH WHITE LETTERS: "PARKING BY DMV DISABLED PERMIT ONLY. VIOLATORS i, 4'-6" HANDICAP PARKING SIGN - TYP. SUBJECT TO TOWING UNDER ORS 811.620 SURFACE MOUNTED. SEE DETAIL 7/A0.2 AND A FINE UP TO $300 UNDER ORS 811.615". CONTRACTOR TO COORDINATE IN- --. SPECIFIC REQUIREMENTS W/ JURISDICTION. 6'-0" 5'-0" o MANEUVERING ' VAN ACCESSIBLE SIGN - SIGN SHALL CLEAR SPACE "' STATE IN 1" HIGH LETTERS: "VAN el ,,‘ 1 111 1 I ACCESSIBLE" 1\ - I I INSTALL SIGN SURFACE MOUNTED PER 6" WHEEL STOP MANUFACTURER'S RECOMMENDATIONS 61 SEE DETAIL 4/A0.2 MI ARCHITECTURE o ENGINEERING �i 1) V 4" WIDE PARKING 1 `~ �1 STRIPES PAINTED 0' - P PLANNINGU WHITE - TYP. INTERIORS - _ $ --)-- F.F.E. HANDICAP PARKING 15895 SW 72ND AVE SUITE 200 `� EMBLEM - TYP. n SEE DETAIL 7/A0.2 PORTLAND, OREGON 97 22 4 TEL : 5 0 3 . 2 2 6 . 1 2 8 5 (0LI1 2'-O" FAX : 5 0 3 . 2 2 6 . 1 670 `~ 1' PAINTED EMBLEM ON ASPHALT WWW . C I D A I N C . C 0 A.1 (46 PAVING - TYP. AT ALL HANDICAP - - - ' PARKING. PAINT WHITE. i O 1 TYPICAL DOUBLE BIKE SPACE WITH 'U' �, 2'-6" r SHAPED RACK 1 SIGN TO BE SURFACE MOUNTED ONLY PARKING STALL - 9'-0" LOADING AREA 9'-0" PARKING STALL - 9'-0" \ '\\...---\--- WHEN LOCATED AT PARKING STALL ADJACENT TO BUILDING. 5 BIKE PARKING e DOUBLE LOADED HANDICAP PARKING STALL 7 HANDICAP PARKING EMBLEM AND SIGN . 0 1/2- = 1'--0" 10340-02 ' 0 NOT TO SCALE 02580-02 ' 0 NOT TO SCALE 02580-04 >. O � Li i, 20'-0" , W CC .T 6'-8" }. 3'-8" 6'-8" E < m LD z 1.-6„:___)-' 6 � / rCD = o f� IX j / / / // / / / // / / / // // // / / i � // iii // i /, , ti, I / co) ' \ \ \ w Q Lii z 0 / / i \ wAd ¢ < STANDARD 8x8x16 / / Is:)" \ II--•Ir a CD (f) 4. En C.M.U. BLOCK / / i� '� \ ',�_ #4 AT 32" O.C. E.W. E.F. o RUNNING BOND. / \ •� f �' 7 ZQ Q SMOOTH FACE. / — \ ------ 1 ' i 7 lil CD PAINT TO MATCH / / \ / , /, O 1- BUILDING. / / \ / LC7 _,-- 71"x80" n N 71"x80" / � \ / %/ , Z IC) / TRASH BIN RECYCLE BIN 1 � j` ¢ Ui r CONTROL JOINT / / �, ,, CMU WALL a CO I / v1 V V 4" SLAB WITH #4 AT 24" O.C. E.W. /t ' W E / \ 8'-0" HIGH CHAIN / / M I / FRONT ELEVATION 4 DOWELS AT 24" O.C. As (2) #4 TOP AND BOTTOMCC LINK GATE WITH # r / 1 8'-0" HIGH CHAIN LINK `-- --� ---- ---- - — — - ---- VINYL SLAT LAP WITH SLAB REINFORCING GATE WITH VINYL SLAT -•max-- _f • --PROVIDE HEAVY /�,/ FIN. GR. --PROVIDE HEAVY DUTY A '2p, DUTY HINGES AND /��'HINGES AND LATCHES. :__.--7\c)6 • �� LATCHES. <<< � %'-''f'=�T' Neo CANE BOLT I I so• i�I� GATE —II N (4) #5 CONT \ 2 / \ _ \ r --- (..t.' . a N CONCRETE r 3" CLR_ / 2'-6" APRON / \\ i — #4 DOWELS W/ STD. HOOK 0 FTG, — SPACING TO MATCH WALL REINS \ .7 \ / / #5 AT 12" O.C. SITE DETAILS ~ ----. --= —� -.�. -- �-- 8 SIDE ELEVATION A02 .2 8 N- op 8 TRASH ENCLOSURE - PLAN AND ELEVATIONS ii TRASH ENCLOSURE WALL SECTION � ' 0. 1/4" = 1'-0" ' 0 3/4" = 1'-0" JOB NO. 170300.03 ©2018 CISH P.C./CID', ALL RIGORS RESERVED j e, 4 r`, 4/„. 0 0 0 LIRE �. �S 4 00 6 6.5 �J 7 PORTLAND, OR 11306 % 131'-2" 1 GENERAL NOTES �i 3'1-6 1 ' 18'-1 1 1 2" i. OF `s 19'-7" 22'-6" 22'-6" 22'-6" / � 10'-5" 11'-2" r .� ( / ,/ -2, 10 0 ,� I FICXTURE CSALVAGE AND REUSE WITH REQUIREMENTS TO COORDINATE OWNER. FOR MATERIAL AND ! I I I I I ! REMOVE (E) DOOR AND FRAME I I �,-� DEMO (E) DOOR AND WALLS u 1 I I I ! ! ,' o f I r` II REMOVE (E) DOOR AND FRAME m DEMO (E) DOWN SPOUT DEv10 (E) DOWN SPOUT i J u ! ui �� Jillmilluilll LEGEND F.O.P. FACE OF PANEL z w 1- LU uj DEMO (E} WALL FOR (N) OPENING I- I- 1 ' I- C.O. CONCRETE OPENING w LJJ w 0_ - Ct I F==_V 1 o Q CENTER LINE o a o a DEMO (E) WALL FOR / ` © / TYP. TYPICAL o z (N) OPENING 0 a '` EXTERIOR WALL TO REMAIN 1- 1- w o 5 L---t, c!i (1) 0 U CI} r -i --L al/ 4E_an r==� e -11 N1111__ DEMOLISH EXISTING !I ,_ W a0 CO CO rn rn © n cn \ \ rn I DEMO (E) ROOFo O 11 W Q? - ,- - CA 10 0 KEYNOTES THIS SHEET N LI UNDER SEPARATE PERMIT 1i#8UP2019-00020 ==_ 0 --- DEMO (E) WALL, TYP. L. -1r -t� F1, r--- , ! © - 11 - DEMO (E) D00pR, TYP. !IDEMO (E) €LL © I -- DEMO (E) WALLS, DOORS AND FIXTURES. COLUMN J r — DEMO (E) CANOPY DEMO (E) WINDOWS III — II I III J II \ ! 10 B - - - - -=�J f - �-- +tb, =Z-- _Jt -_�L DEMO (E) COLUMN DEMO (E) COLUMN u II / I I I I II I I I --J I I II ii 'I I! !�. 1 L __ J I -� 111CONTRACTOR TO PROVIDE SHORING AS NECESSARY FOR N. ri H ` s i i r i L IL--iifn 111L-- -I i rn EXTERIOR WALLS TO REMAIN UNTIL SECOND FLOORn41111( I IF \ , u J �T CONSTRUCTION 15 COMPLETE. IIl i ---- 0 61 , _-11 I ARCHITECTURE i II _ ENGINEERING ILI fp fp --� ��` \\ ii1� ::�� i PLANNING f 1 Eo i / DEMO (E) COLUMN co, / / I _Dial' 0, . U INTERIORS I - aj ---- LL-DEMO (E) t -3 7 r -I 15895 SW 72ND AVE SUITE 200 I • WALL FOR Ii PORTLAND, OREGON 97224 (N) OPENING © i TEL 5 0 3 2 2 6 1 2 8 5 1 FAX : 5 0 3 . 2 2 6 , 1 6 7 0 �_�_ r W W W . C I D A I N C . C O M O i 7 II 7 11 DEMO (E) WALL % i .• fi_ _� I1 AND STOREFRONT rT-'� LL_ It 1! 11 il 0 ii �' I I DEMO (E) WALL co ILL-' I� AND (3) WINDOWS ("-C-:\„) 'bi. s... s.. — - - — + + 11 1 I- __JL JL 410r 0 >1P— ! I I I I ! ! I I I ! ! I ! I I cD6 II— L.L. 1-- I I I ! ! I ! cn W C1C 0 Z DCL (8) CO LI I.iJ CI I2 4 Ci) 6.5 V Wz o 0 00 00 0 Q Is CO (f) ch rx Q u.1 o cc:7„) 0U.I 2 1— Z g. XW r7 NOR 7 111 TM 1 DEMOLITION PLAN E. WCC ,v Q 4 O Q - z. - / N N O r DEMOLITION FLOOR PLAN L,',' 1 D1.1 / JOB NO. 170300.03 o ©2018 GDA, P.C./CIDA ALL RIGHTS RESERVED - w 4923) 4 lio 0 0 0 0 0 0 6 6.5 0 or- 130'-10" UNE JOIES ` 10" 19'-7" .' 22'--6" 22'-6" 22'_6" 3'x-6 1/2" 18'-11 1/2" � 10'-5" I� 1 ,'_2" 10" '‘‘,1,--0.1-- LAID, OR �' J LEGEND / 11 4‘Nik i.-2; 10'-0" )3,-4„ ,3,-4„, 9" i 1 i i "'i 7 6'-4" -3"i OF i�• 1 ' OPENING 'r / 101 ROOM NUMBER 1 A3.1 I 1 I I 101-A DOOR NUMBER u-) OX RELITE NUMBER o iSEE A5.1 FOR SCHEDULE/TYPES FOS -l)5 F.O.M. FACE OF PANEL00 p A .. o - _ W ... '� OH-A L. �� "`� r �` GRID * ""'"i r - �'� -. �` A M.O. CONCRETE OPENING L 1±1 ,� F.O.F. FACE OF FINISH i CENTER LINE ' L TYPO = d I z TYP. TYPICAL z o a I- I- LU w cn o� O OFD FLOOR DRAIN w w Q 0 -•-• © o TYP. 00 C 2GE p GRADE LEVEL OVERHEAD DOOR o 1-13 Li-I EXTERIOR WALL TO REMAIN �, o I z 10' 6 1/2" �, SEE WALL TYPES ® , o o o 0 w w � WAREHOUSE �, .1[ R- PLUMBING WALL (I) c.r)Lz o D co 4 120 s, ,` o SEE WALL TYPE ® , Dw l 00 DO CO m 63 [ .00 - A2 (N) INTERIOR WALL ` - ` \ \ 0 rn - r N : m r o .- - o 0 -1 I U1 N r) '- u7 19'-7" / 22' 4" / 3C C 1/2" �, 36' C" 1 1'-0" ' 0 o NOTE: \ 1. ALL DIMENSIONS ARE TO CENTER OF WALL UNLESS INDICATED. iN:Dr 111-A 2. SEE EXTERIOR ELEVATION A2.1 FOR (N) STOREFRONT INFORMATION. r6'-10 1/4" 3'-0" T 3. SEE FLS AND ENLARGED PLANS XXX FOR ADA REQUIREMENTS �• /� 1C TELEVATOR J an -17 t° 4. SEE ENLARGED STAIR AND ELEVATOR PLANS AND DETAILS A3.2 109 MACHINE ROOM MECHANICAL 1 �, UP 1100 B 7a- - - �� ,.' a 111 to c \ STAIR S _j ,� - et , FOE STAT' _ • D �-- D ± 12� o Sr-2 1 o co _ A2 0 sr-1 O �,, a� DO r I0 ISI .� 1 Z t fi L- r \ 5T2-A ST2-B -RI , R3.1 KEYNOTES THIS SHEET VESTIBULE Cd o o o J N 00 101 `. T.R. r T.R. S R � a GYM 1 c„ ' ti /\ 106 107 u 108 o. V I- - - _, -~ � -� __;i. 112 o C F 1 - - ' I lF, ¢ Rik 45, Q I D <7) * CANOPY (ABOVE) \ LOBBY UP IJ ► ' ■ /1 `� `i` All A3.1 141-A 102-A 102 L _ - _a, �I I 2 Q 4 T \ 2 0 (N) STOREFRONT --- SEE ELEVATIONS A2.1 FOR INFORMATION ` - - 4' 1 12-IA A6.2 I 4'-3"1, 7'-4" I] 1 nP �- 0 SECURITY FENCE -- �� / a 18(-- 6� 1>_y �, in61 I _j,, ¢ / 9'-2" -10 3/L" �, A8.21 (A8.2„/ /L \ 0 FLOOR SINK --�� ARCHITECTURE -' (N) INFILL WALL -- ALIGN INTERIOR AND EXTERIOR FINISHES. o 0 I Y 0 9'-2 1/2" $'-10" 8' -9 1/4" 9`-7 1/2" '-g" a o ENGINEERING i / / / _- ' TYP.� (1) 30"X48" ACCESS PANEL 111 P L A N N I N G 0 NI 105-A "' ` L0INFILL (E) WINDOW OPENING I N T E R I O R S cv LEX SOPACE o NI N OEF 10E o (a) INTERIOR FURRING AT CONCRETE PANEL. SEE WALL TYPES THIS SHEET. 15895 SW 72ND AVE Sucre 200 PORTLAND. OREGON 37224 d 104E I 105 1 TEL : 503 . 226 . 1285 i TRAINING SHOWROOM N FAX : 503 . 226 . 1 670 1.. 103 W W W . C I D A I N C . C O M FLOOR PLAN GENERAL NOTES 1. CONTRACTOR SHALL VERIFY AND CONFIRM ALL CONDITIONS AND DIMENSIONS AND NOTIFY 00 m g ' B A2 TYPO ,e,2-- ARCHITECT AND/OR ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. ` * - - -" ��`- - FIRE EXTINGUISHERS SHALLLOCATEDASREQUIRED BY SECTION IFC. 0 - - 7" - -\--- - - ` Ilt 1 � ' . -'...' _� r-- SID g I �, 0 2. S S BE EQUi EDSEC 10 906, SEE FLS FOS I FOS PLAN FOR APPROXIMATE LOCATIONS. COORDINATE FINAL LOCATION WITH FIRE MARSHALL. © (.03. GLASS USED IN DOORS OR GLAZING LOCATED WITHIN A 24" ARC OF THE NEAREST 6 a 2 I VERTICAL EDGE OF A DOOR OR IN AREAS SUBJECT TO HUMAN IMPACT OR OTHER NW 1 I I A3.1 I , i i i HAZARDOUS LOCATIONS SHALL BE TEMPERED OR OF AN APPROVED SAFETY GLAZING 1 I MATERIAL PER SECTION 2406, IBC. 1, 18'-8" 8'-2 1/2" , 14'-3 1/2- 8'-2 1/2" 14'-3 1/2" 4. LIGHT AND VENTILATION NOT INDICATED ON THESE PLANS SHALL BE PROVIDED AS PER '1 SECTION Ir jr I SECTION 1203 & 1205 OF THE IBC. >111. i 11Ji F- i, 10" 19'-7" 22'-6" 22'--6" y 22 6" 3;�6 1� " 8'-1 1 1/2" �, 1 O'-5" �, 1 1'-2" r10" 5. PROVIDE EXIT ILLUMINATION AND SIGNAGE PER SECTION 1006 & SIGNAGE PER SECTION p 1011 OF THE IBC. LL._ I- i i I I 1I i i I LI CC i i i 132'-1 D" i � i I / 6. APPLICABLE CODES: ALL WORK SHALL BE IN CONFORMANCE WITH ALL FEDERAL, STATE, O z m 0 / - AND LOCAL CODES. SPECIFICATIONS AND STANDARDS SHALL MEAN, AND ARE INTENDED d IX TO BE, THE LATEST EDITION, AMENDMENT OR REVISION OF SUCH REFERENCE STANDARD CC O m W0o0 111110 0 6 6�5 0 IN EFFECT AS OF THE DATE OF THE CONTRACT DOCUMENTS. s_ to 1 W occ Wzo Q LL w (n 0 NOTE: ALL INTERIOR WALLS TO BE TYPE NORTH Z WALL TYPES C UNLESS INDICATED ON PLANS. FIRST FLOOR PLAN LL INSULA -- Z u' C5 A TION VALUES ARE MINIMUM R--VALUES. INSULATION TO FILL ENTIRE STUD CAVITY AND MEET OSSC SMOKE DEVELOPMENT AND FLAME SPREAD03 1/8" = 1'-0" O C.) � 1- REQUIREMENTS - SEE FLS 1 FOR MORE INFORMATION - ALL INTERIOR WALLS TO BE INSULATED AS NOTED BELOW to W LC-} SEE FINISH PLAN AND SCHEDULE FOR FINISH MATERIALS n X (C) E Ili U.1 EXTERIOR CONCRETE WALL ® UNCONDITIONED LOCATIONS - EXISTING CONCRETE PANEL TO REMAIN. PATCH AND REPAIR INTERIOR FURRING WHERECC A SALVAGEABLE OR PROVIDE (N) 3-1/2" INTERIOR FURRING STUDS ® 24" O.C. AND 5/8" GYP. BR. TO UNDERSIDE OF DECK. SEE FINISH SCHEDULE A2.1 FOR EXTERIOR FINISH INFORMATION. 8 ci EXTERIOR CONCRETE WALL ® CONDITIONED SPACE - EXISTING CONCRETE PANEL TO REMAIN. PATCH AND REPAIR INTERIOR FURRING WHERE 1,3 A2 SALVAGEABLE OR PROVIDE (N) 3-1/2" INTERIOR FURRING STUDS ® 24" O.C. AND 5/8" GYP. BR. TO UNDERSIDE OF DECK OR 6" ABOVE - SUSPENDED CEILING. PROVIDE R-19 INSULATION FULL CAVITY TO MEET OEESC NOTED ON FLS1. PROVIDE (N) EXTERIOR SHEATHING AND SELF ADHERING AIR AND MOISTURE BARRIER. SEE FINISH SCHEDULE A2.1 FOR EXTERIOR FINISH INFORMATION. 3 NEW EXTERIOR WALL. - WOOD STUDS PER STRUCTURAL WITH PLYWOOD SHEATHING AND SELF ADHERING AIR AND MOISTURE BARRIER. INTERIOR 5/8" 1 e GYP. BR. FULL HEIGHT OR TO 6" ABOVE CEILING WHERE OCCURS. PROVIDE R-19 INSULATION FULL CAVITY TO MEET OEESC NOTED ON FLS1 - SEE w ELEVATIONS SHEET A2.1 FOR EXTERIOR FINISHES. tI N INTERIOR PARTITION WALL - 3 1/2" STUDS ® 16" O.C. TO UNDERSIDE OF DECK W/ 5/8" GYP. BD. EACH SIDE. WHERE WALL IS PERPENDICULAR .,t' C TO JOISTS, SEE DETAIL 1/A6.2 FOR STUD SPACING. PROVIDE INSULATION FULL CAVITY AND DEFLECTION HEAD AT TOP OF WALL. PROVIDE WATER ki RESISTANT GYP, BD. AT WET LOCATIONS. (CONSTRUCTION TO UNDERSIDE OF HARD LID ACCEPTABLE WHERE OCCURS) INTERIOR PLUMBING WALL - 5 1/2" STUDS ® 16" O.C. HEIGHT TO UNDERSIDE OF DECK W/DEFLECTION HEAD. PROVIDE INSULATION FULL CAVITY FIRST FLOOR PLAN A D AND 5/8" GYP. BD. BOTH SIDES. PROVIDE WATER RESISTANT GYP. BD. AT WET LOCATIONS. i INTERIOR PLUMBING 0 CAVITY WALL - 3 1/2" STUDS 0 16" O.C. HEIGHT TO UNDERSIDE OF HARD LID. PROVIDE INSULATION FULL CAVITY AND 5/8" 8 D2 WATER RESISTANT GYP. BD. AT EXPOSED SIDE(S) ONLY. A1.1 a 0 E INTERIOR PARTITION -- PARTIAL HEIGHT - 3 1/2" STUDS ® 16" O.C. HEIGHT TO 4'-6" A.F.F. PROVIDE 5/8" GYP. BD. EACH SIDE. JOB NO. 170300.03 / STAIR & ELEVATOR WALLS - 5 1/2" STUDS © 16" O.C. TO UNDERSIDE OF DECK W/ 5/8" GYP. BD. FULL HEIGHT EACH SIDE. PROVIDE © zQ18 am. P.c./aALL WITS TS F INSULATION FULL CAVITY. RESERVED it 0 0 0 0 • 6 (6-.--5) p " 's T13'' 10" 0 LISLE J. JCIES 4:2- / I f I I I 1 I I • � • € 1 I I i I 1 I r�_ ,r10" 19'-7" I, 22'-6" 22'-6" 22'-6" 3' 6 1/R" 1$'-11 1/2" 15'-5 1/2' 6'-1 1/2" ),,?-10" J 3'-1 1/2S ' 2'-O" _O" 1'-0 1/2" 3' 0 1/2" 3'-8 1/2" 1'-6 1/ 1'-2 1/2" 4'- 1/2"f 1'-5 1/2" `'-9 1/2" 2'2 1 2" 1'-3 1/�" 2'-8 1/2" �i10 POR11 OR t` / 5 2 1 / 1 r / , LEGEND , 44 2',8 1 /2") r3' ( J, C I .,�,- , ) 1 � ' " �1 . ( 3,i 6 1 ' 5� " / \ „ ,,, 1, /moi %\ l.'-2� 8'-0" i 7"� `/4'-0"/ /4'-0"/ 5'-2" /1, �'-1 / 3i' 8'-O" i .- /3'-111,' 4 --'' J 5'-2" / 8 -0 � � i /� „ 8'-1" �, 5`-0" � �, I 4'-7"1 , 5'-10 / / 5 Q /T21 VP T ,i 101 ROOM NUMBER 1 I 1-12114\ I I I I I I 101-A DOOR NUMBER 1 I I 1 I I I 1 A3.1 I O RELMBR SEEITAXX E UFORE SCHEDULE/TYPES o ! ; 'co F.O.M. FACE OF PANEL m ch A t- --. - .._ _ -- . � . . � t . -H „ ' rt i i fi } • I t _ - --�.� a: - A M.Q. CONCRETE OPENINGLiJ ce co -. -• 11 4o B - \ F.O.F. FACE OF FINISH 1 5 8 OFFICE CENTER LINE � _w Lo I o3 S3.4 A6,2 224 E cn V) �, "' CONFERENCE OPEN OFFICE TYP' TYP. TYPICAL I2 w II- - \ I w w twn �J• t 203 • 220 L E L E 224-A \ OFD FLOOR DRAIN z z o t 223-A _ \ p GRADE LEVET. OVERHEAD DOOR o a -1 a I 3 i OFFICE ,+i w w o cc?, "' 223 6 N PLUMBING WALL, LI [.a I 1 z I. / 29'-1" i. 5'-5" 12'-5" 1O'- 10'-1" 10'-5" 30'-0"i 8" 9'-10 1/2" 'f) cv SEE WALL TYPE ® , ® o w �, o 12'-10 1 2' / / 1f / w n `�' u u u LI 4 _ _ _ E -5 LOW WALL -- HEIGHT TO 4'-6" A.F.F. "' `n CD " m "' - - - SEE WALL 'TYPE © LJ xi 00 °D 0) 0) 203-A 6 r / \ oa \ ` \ ` \ I N I �._,F+ 1 A6.2 ®SIM. F Ir B N .co ❑ I� rn C71 CTJ rn "' `' wr ,� a ¢ \ -Ni (N) INTERIOR WALL " \ ` o0 T HALL 216-A �' I 20$ N N� v, ._ N r) mr U) 10 N - SALES I COPY/ ,, - BREAK Q OFFICE I SUPPLY OFFICE OFFICE - i' (7-3 \ . 1 AREA 215 216 O -c : As.2 pill NOTE: 202 Li _ _ - - - - TYP�� T _ i �' 1. ALL DIMENSIONS ARE TO CENTER OF WALL UNLESS INDICATED. - - ~-� L - 2. SEE EXTERIOR ELEVATION A2.1 FOR (N) STOREFRONT INFORMATION. c., IL 17'-11 1/2" ! Q3. SEE FLS AND ENLARGED PLANS XXX FOR ADA REQUIREMENTS 1 MEN'S TR \ 'i -co 18'--8" 11i I 212 o DN oa 4. SEE ENLARGED STAIR AND ELEVATOR PLANS AND DETAILS A3.2 u� )SEE 8 A3.2 FOR STAIR DIMENSIONS - 1 �- 5. SEE A7.1 AND A7.2 FOR CASEWORK ELEVATION CALLOUTS / c I7 ACCOUNTS B , - - -off - - - • STORAGE ! tt - - -1'- ` B b - - - - J s�Q D2 O 219 P ci L:i ( 03 112-A F' ILII >�t .... , .q' c - 1211-A u N LT (Pii KEYNOTES THIS SHEET It-j1 O� O 1 - - - I I 2 10'-6 1/2" I 0NOT USED F/ �� WOMEN'S TR I A6.2 SIM. / A3.1 \ -J� F0 , I 211 1 C--_ I fil o I �, -A OFFICE OFFICE <>1 0 NOT USED a 9'_2" 4'-10 3/i" 9'-2 1/2" 7-- 1` Il - ...75":4. .+ I 217 218 N o I ,' //r , � OPEN OFFICE I 61 In HUDDLE COPY/ 220 0° � 201 ' MAIL HUDDLE 8 10 n 218-A z ARCHITECTURE o f ® - C71 O I a Q,` �o ENGINEERING <I 9'-1" I, 13'-8" I, I, 3/4" �SfM. I U P L A N N I N G T 'I 10'-2 14" 'I 10'-3 I ID, /r i,) N rn �' �N INTERIORS .�.___` I I I 1 1 \ ,'. O o o O O 1 ) K 110.< Oii <> OFFICE 15895 SW 72ND AVE SUITE 200 r. '' 222 IPORTLAND. OREGON 97224 N N N A6 2 ' -ri ^� ., N T E L : 503 . 225 . 1 285 _ [ - 1 CI D 222-A� icy FAX : 5 0 3 . 2 2 8 . 1 6 7 0 OFFICE 0 OFFICE OFFICE OFFICE E E E221._---' www c I D A I N C C 0 4 I 1 204 205 L 206j 207 A6-2 SIM. 221-A �: �ti \cu -/ `'� OFFICE o • 221 I 1 0 - - �. - - - _ - . 4- .. • . 4- , - T .. 4 . 4711 - - - �- - - FLOOR PLAN GENERAL NOTES 0, 1. CONTRACTOR SHALL VERIFY AND CONFIRM ALL CONDITIONS AND DIMENSIONS AND NOTIFY 1 1 oo I ARCHITECT AND/OR ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK, I I I A3.1 I I I I I 2. FIRE EXTINGUISHERS SHALL BE LOCATED AS REQUIRED BY SECTION 906, IEC. SEE FLS I I 1 I I I I I PLAN FOR APPROXIMATE LOCATIONS. COORDINATE FINAL LOCATION WITH FIRE MARSHALL. I 1'-2 1/2' • 9'-8" 4'-5" 7" 5'-8 1/2" 4'-0" 1j,-C'4'-0" 6'-2 1/2" 8'-0" 6'-0 1/2" 8'-o" 4' '-4 1/2', 8'--Q" 5'-7" , 7'-11" 1" 5'-O" `1'-3" - /// , / / / 3. GLASS USED IN DOORS OR GLAZING LOCATED WITHIN A 24" ARC OF THE NEAREST 1 / r / .i i - J I , / /1 I " 1 I ) ' / ")/ t1,- I VERTICAL EDGE OF A DOOR OR IN AREAS SUBJECT TO HUMAN IMPACT OR OTHER 1 3'-3 1/2'9 `2'--2 1/2"13'-3 1/2') 2'-8 1/2'% �3'rt2 1/2' •1'-8 1/2" 1'-1'/ 1 \5'-1 1/2 3'-2 11/2" 1 4 1'-2 1/ 3 1/2" I 3'-7 1/2" 1 3' 6 3 2 18'-11 1 2 " HAZARDOUS LOCATIONS SHALL BE TEMPERED OR OF AN APPROVED SAFETY GLAZING C >i- 4 19 -7' 22 -6 22 -6 1, 22'-6" //" / 10'-5' 11 -2 10„ / MATERIAL PER SECTION 2406, IBC. O0 0 10" I I I I I I 4. LIGHT AND VENTILATION NOT INDICATED ON THESE PLANS SHALL BE PROVIDED AS PER LUCC I I I 132'-10" I I I I , 0 1 SECTION 1203 & 1205 OF THE 19C. Q O Z ES M Cr 0 0 0 0 5. PROVIDE EXIT ILLUMINATION AND SIGNAGE PER SECTION 1006 & SIGNAGE PER SECTION 4 © � 6 6.50 1011 OF THE 1SC. _ CO CD L1 6. APPLICABLE CODES: ALL WORK SHALL BE IN CONFORMANCE WITH ALL FEDERAL, STATE, wC AND LOCAL CODES, SPECIFICATIONS AND STANDARDS SHALL MEAN, AND ARE INTENDED < Lii Z O 0 TO BE, THE LATEST EDITION, AMENDMENT OR REVISION OF SUCH REFERENCE STANDARD QCf) Q IN EFFECT AS OF THE DATE OF THE CONTRACT DOCUMENTS. Z1.cLI 0 NOTE: ALL INTERIOR WALLS TO BE TYPE STH Z < WALL, TYPES C UNLESS INDICATED ON PLANS, SECOND FLOOR PLAN < W cn o ALL INSULATION VALUES ARE MINIMUM R-VALUES- INSULATION TO FILL ENTIRE STUD CAVITY AND MEET OSSC SMOKE DEVELOPMENT AND FLAME SPREAD 0441 1/8" = 1'-0" O C..) in E REQUIREMENTS - SEE FLS 1 FOR MORE INFORMATION - ALL INTERIOR WALLS TO BE INSULATED AS NOTED BELOW Z L[7 SEE FINISH PLAN AND SCHEDULE FOR FINISH MATERIALS < 9-4 UNI WLu CCEXTERIOR CONCRETE WALL 0 UNCONDITIONED LOCATIONS -- EXISTING CONCRETE PANEL TO REMAIN. PATCH AND REPAIR INTERIOR FURRING WHERE "' A SALVAGEABLE OR PROVIDE (N) 3-1/2" INTERIOR FURRING STUDS 0 24" 0.C. AND 5/8" GYP. BR. TO UNDERSIDE OF DECK. SEE FINISH SCHEDULE A2.1 FOR EXTERIOR FINISH INFORMATION. a N m EXTERIOR CONCRETE WALL 40 CONDITIONED SPACE - EXISTING CONCRETE PANEL TO REMAIN. PATCH AND REPAIR INTERIOR FURRING WHERE A2 SALVAGEABLE OR PROVIDE (N) 3-1/2" INTERIOR FURRING STUDS 0 24" O.C. AND 5/8" GYP. BR. TO UNDERSIDE OF DECK OR 6" ABOVE " SUSPENDED CEILING. PROVIDE R-19 INSULATION FULL CAVITY TO MEET OEESC NOTED ON FLS1. PROVIDE (N) EXTERIOR SHEATHING AND SELF ADHERING AIR AND MOISTURE BARRIER. SEE FINISH SCHEDULE A2.1 FOR EXTERIOR FINISH INFORMATION. 5 NEW EXTERIOR WALL - WOOD STUDS PER STRUCTURAL WITH PLYWOOD SHEATHING AND SELF ADHERING AIR AND MOISTURE BARRIER. INTERIOR 5/8" B GYP. BR. FULL HEIGHT OR TO 6" ABOVE CEILING WHERE OCCURS. PROVIDE R-19 INSULATION FULL CAVITY TO MEET OEESC NOTED ON FLS1 - SEE ELEVATIONS SHEET A2.1 FOR EXTERIOR FINISHES. - INTERIOR PARTITION WALL - 3 1/2" STUDS 0 16" 0.C. TO UNDERSIDE OF DECK W/ 5/8" GYP. BD. EACH SIDE. WHERE WALL IS PERPENDICULAR ii [ C TO JOISTS, SEE DETAIL 1/A6.2 FOR STUD SPACING. PROVIDE INSULATION FULL CAVITY AND DEFLECTION HEAD AT TOP OF WALL. PROVIDE WATER RESISTANT GYP. BD. AT WET LOCATIONS. (CONSTRUCTION TO UNDERSIDE OF HARD LID ACCEPTABLE WHERE OCCURS) INTERIOR PLUMBING WALL - 5 1/2" STUDS 0 16" 0.C. HEIGHT TO UNDERSIDE OF DECK W/DEFLECTION HEAD. PROVIDE INSULATION FULL CAVITY SECOND FLOOR PLAN ,, D AND 5/8" GYP. 8D. BOTH SIDES. PROVIDE WATER RESISTANT GYP. BD. AT WET LOCATIONS. a V INTERIOR PLUMBING 0 CAVITY WALL - 3 1/2" STUDS 0 16" O.C. HEIGHT TO UNDERSIDE OF HARD LID. PROVIDE INSULATION FULL CAVITY AND 5/8" 8. D2 WATER RESISTANT GYP. HD. AT EXPOSED SIDE(S) ONLY. A1.2 S M r. E INTERIOR PARTITION - PARTIAL HEIGHT - 3 1/2" STUDS 0 16" O.C. HEIGHT TO 4'-6" A.F.F. PROVIDE 5/8" GYP. BD. EACH SIDE. JOB NO. 170300.03 49 STAIR & ELEVATOR WALLS - 5 1/2" STUDS 0 16" O.C. TO UNDERSIDE OF DECK W/ 5/8" GYP. BD. FULL HEIGHT EACH SIDE. PROVIDE ©2018 co, P.C./CIDA ALL RIGHTS RESERVED INSULATION FULL CAVITY. b RCP GENERAL NOTES , eD ,£ 1. LIGHTING INDICATED ON THIS PLAN IS FOR DESIGN INTENT ONLY AND IS CONSIDERED A DELEGATED DESIGN SYSTEM. THE CONTRACTOR IS # J. �j 0 ED6 6.5RESPONSIBLE FOR DESIGNING A FINISHED INTERIOR LIGHTING LAYOUT THAT EEAESJCOMPLIES WITH RECOMMENDED LIGHTING LEVELS PUBLISHED IN THE • • CURRENT 'IES LIGHTING HANDBOOK' FOR THE FUNCTION OF SPACES �'� - � INDICATED. CONTRACTOR SHALL SUBMIT A PHOTOMETRIC STUDY WITH [ MD, OR COMPLETED ENERGY CODE FORMS INDICATING CODE COMPLIANCE AS WELL r� 41. AS PROPOSED LIGHTING LAYOUT WITH ASSOCIATED PRODUCT CUT SHEETS `V,�j i• 14t FOR ARCHITECT APPROVAL. SEE SITE PLAN GENERAL NOTES FOR __. OF I I I I I I REQUIREMENTS REGARDING SITE LIGHTING (VERIFY). I I I I I I I I 2. MEANS OF EGRESS ILLUMINATION: CONTRACTOR SHALL INSTALL EGRESS LIGHTING SUCH THAT A MINIMUM ILLUMINATION LEVEL OF 1 FOOTCANDLE IS MAINTAINED AT THE WALKING SURFACE ALONG THE PATH OF EGRESS, INCLUDING EXTERIOR LANDINGS AT ALL EXIT DISCHARGES. MEANS OF 1- C. i c. ,� ,_ i• c_ EGRESS LIGHTING SHALL BE CONNECTED TO AN EMERGENCY BACKUP POWER m / 10'-2" 20 -0" / 20'-0" 20'--0" / 20'-0" / LJ O" 1 -11 ' / 6'-9 SYSTEM (TYPE INDICATED ON DRAWINGS) AND SHALL OPERATE FOR A n v7 MINIMUM OF 90 MINUTES IN THE EVENT THE BUILDING'S MAIN POWER Lt a o SOURCE IS INTERRUPTED. A FOE' * M • I A 3. LIGHT FIXTURES IN GYPSUM BOARD CEILINGS ARE CENTERED UNLESS w DIMENSIONED OTHERWISE. u' cn _ z 3 -) 4. COORDINATE PLACEMENT OF DECORATIVE PENDANT LIGHTING WITH ARCHITECT Z z Li Li ") AND OWNER PRIOR TO INSTALLATION. ~ ilk 0 p 0CAGE v w zo oI • aza 0_ `.4' ' 0 !' w rn 0 121 rwLr " () 0 U m I W OD CO CO Cr) Cr) C1 n\ ----. 4� WAREHOUSE of N 120 LEGEND ° oN D CT .- .- C) N In .- N M if) 11 101 ROOM NUMBER \. ■■ II\ I�. liJ 11 EXTERIOR WALL INTERIOR PARTITION PLUMBING PARTITION ELEVATOR N JC MACHINE ROOM 109 110 -co1 L.,_ " _ cel i C , C „ C. o � ,o STAIR 2X4 ACOUSTICAL LAY-IN CEILING �,y� 9'-3 A, 12'-0 `9'-3" 6'-8" ), 8'-0" 8 -0" 8'--0 , 5'-8" I� 5'-3" / 5'-4' ST-2 SEE DETAIL 7/A6.2 & 8/A6.2 `� ,• � MECHANICAL 1 �1 L� of 111 o a o o a EQ. wC. B FOF ' i____._-off cy' 0 Q -i- GYPSUM BOARD Ed u _ IFOF'STAIR - Q1 '*1- 1 ,c.8., k 1,.4:,3'-2t3'-8"AL2' 3'-2;,0 qr 013 q:4- i -0 . ° n 0 - sr-1 ~ N i ." T.ft T.R. I 6 II ' TS 1 I FOF FC/F: . In I- 11- 0 t 111 I cu [1, N, N ,I. •106 [ 107 SHOWER GYM o �' 'FO>; 1'.1 OPEN TO STRUCTURE VESTIBULE 5 3 F j/ o �� ® 1 108 I 122 I. 101 I / N----'" 4.0' --, 11'�p„ 7042 c� L . ,4-1 ti C 9'-0" g,-0„ -to9'-0" o a o o � N1 f _ - 2X4 RECESSEQ LED LIGHT FIXTURES _ I �. I, .ter �. W •�' n" N` a'i O RECESSED LED DOWNLIGHT ARCHITECTURE 14'-0" 14' 14'-0" $ -1' I ❑Y .�' �' ,�' ,' / O ! 01 cam+ o NI Lim 1 of I 01 0 `:me', 41.. o I 01 FIXTURES DIRECT/INDIRECT SUSPENDED LED LIGHT ENGINEERING 1 1 UPLANNING 26" WALL MOUNTED LED VANITY FIXTURE, Q - G ' 7. J INTERIORS FOF, .� 5'-3" 12'-0" �, 12'-0" 12'-0" �, 12'-0" 5'-3" MODERN FORMS, POLAR O 0 31" 0 CYLINDRICAL RING LED PENDANT ® W/COPPER 31" X 5"1221CO3 06 IMOUTA 15895 SW 72ND AVE SUITE 200 L__ _„erU I of , I of --\- c4' I 01 27" 0 CYLINDRICAL RING LED PENDANT PORTLAND, OREGON 97224 I _- I O1 i___41.4 o ---N-C1J 0 W/COPPER 27"X5" 1286CO3 02 COFFEE TEL : 5 0 3 . 2 2 6 . 1 2 8 5 FAX : 5 0 3 . 2 2 6 , 1 6 7 0 ENGINEERING 29" 0 PENDANT LED, ACCORD LIGHTING, 1252, www . c I D A I N c . c 0 M OPEN OFFICE TRAINING/ OPEN OFFICE 1::) 105 0 STECCH DI LEGNO, LED, COFFEE 02 IQ SHOWRO M --•1-- FLEX SPACEI 1C.3 104 O 13" PENDANT LED, ACCORD LIGHTING, 1138, STECCH DI LEGNO, LED, COFFEE 02 ..\ _I i$ 11 -0" 1 .1 o Loi I oI [.„_of _—\_. uo I of 4' LINEAR WALL WASHER, A-LIGHT, ARCATURE, 1 01 1 01 I 01 �' A4 WALL MOUNTED _- - Ipr) 1 Q i - - - UNDER CABINET LIGHT FIXTURE CI 1 I No `n . 1 ' I. * • t i CI24" HIGH BAY r I onv •J >I— RCP KEYNOTES 1 1 ! I I I I I I ~ I1_ I I I I I I I I O OPEN TO STRUCTURE a g bass ,,,0 s_ z � a mw w0 o � 0 3 5C!) 6.5 U W Z O u_ (l} a aQ Q 0 CD 0 Lr, I--- TM zin FIRST FLOOR REFLECTED CEILING PLAN ° U.11 co a . 1/8. ,_ 1'-0" or N W u7 441 6, 2:,- c,4 CV Oi f, c.T rS pQ� U d a ., N 4 N v t 0. f FIRST FLOOR REFLECTED CEILING C, PLAN 4 CJ aA1.3 0 ,., 0 JOB NO. 170300.03 -71 Q 2018 C1X P.C./CIOA ALL MOWS RESERvm 0 RCP GENERAL NOTES ei, , ,, 1. LIGHTING INDICATED ON THIS PLAN IS FOR DESIGN INTENT ONLY AND IS CONSIDERED A DELEGATED DESIGN SYSTEM. THE CONTRACTOR IS `� 6 (-6I RESPONSIBLE FOR DESIGNING A FINISHED INTERIOR LIGHTING LAYOUT THAT LEIL I. �S_ 0 0 0 0 0 0 0COMPLIES WITH RECOMMENDED LIGHTING LEVELS PUBLISHED IN THE • CURRENT 'IES LIGHTING HANDBOOK' FOR THE FUNCTION OF SPACES w - � `Y�t - INDICATED. CONTRACTOR SHALL SUBMIT A PHOTOMETRIC STUDY WITH � ' OR I I I I I I I I COMPLETED ENERGY CODE FORMS INDICATING CODE COMPLIANCE AS WELL 1306 mili I I I I I I I I AS PROPOSED LIGHTING LAYOUT WITH ASSOCIATED PRODUCT CUT SHEETS 144 `�• t FOR ARCHITECT APPROVAL. SEE SITE PLAN GENERAL NOTES FOR OF REQUIREMENTS REGARDING SITE LIGHTING (VERIFY). I I I I I I I I I I I I 1 I I I 1 I 2. MEANS OF EGRESS ILLUMINATION: CONTRACTOR SHALL INSTALL EGRESS LIGHTING SUCH THAT A MINIMUM ILLUMINATION LEVEL OF 1 FOOTCANDLE IS MAINTAINED AT THE WALKING SURFACE ALONG THE PATH OF EGRESS, 1 I ! I I I 1 INCLUDING EXTERIOR LANDINGS AT ALL EXIT DISCHARGES. MEANS OF 1- I I I I I I I I EGRESS LIGHTING SHALL BE CONNECTED TO AN EMERGENCY BACKUP POWER m SYSTEM (TYPE INDICATED ON DRAWINGS) AND SHALL OPERATE FOR A N 9'-1 15'-6'' 16' 0" 15'-G" `5'-0" 15'-0" 15'-0" 71-4Ce"„ MINIMUM OF 90 MINUTES IN THE EVENT THE BUILDING'S MAIN POWER '�' / .� .f' / / ,}' )' SOURCE IS INTERRUPTED. ._____, . A f - -. 1.__ __1,6_____. ,.._.:11.01.. N E�Uh m { -t .- F fi `. -bF • 1 o OFFICE -1--- Li- A 3. LIGHT FIXTURES IN GYPSUM BOARD CEILINGS ARE CENTERED UNLESS- . . w �'iL L I I : ►L L 224 DIMENSIONED OTHERWISE. �, N L 11 I 01 "� c. J 1___!01 I 01 0 L____..of I Of ----:--- -& o Li w cin 4. COORDINATE PLACEMENT OF DECORATIVE PENDANT LIGHTING WITH ARCHITECT CONFERENCE2 OPEN OFFICE . AND OWNER PRIOR TO INSTALLATION. m m a ~ ct 203 1 co 2200 -I 9'-0` O o ictiCT. OFFICE LEGEND n Z — —_ r_ :)f \ c3' I of I__ _:!1 �� L_____�l I al c I oll 223 La i....1moo-, En 9 4 9.-0", 1- r= I1 o , 10 1 ROOM NUMBER W oo 0) 0) —3 I Q \ �, ao 00 „ EXTERIOR WALL a r• cr. 6 -.1.... -0 INTERIOR PARTITION kJ Cr. T 0 \ \ \ \ N _ i of \ cam+ I---J 6 ? -C„ of L�..of �� I Of ` _-y 1- alSOF' o O d \ "FOF { _I r� ,2' o ® i (° PLUMBING PARTITION - -- c'i r ' -co -\ - - cO 11'-O" 1'-6� ,3'- ' •" 1O'-5" 7'-8" SALES IT OFFICE 2X4 ACOUSTICAL LAY-IN CEILING I , 7 -1 ,, ` 4 ,�- OFFIC - • © : 215 216 c0 SEE DETAIL 7/A6.2 & 8/A6.2 LI- a� r\ �' N 213 COPY/ o c `k I QI I • c3' I o `o 1-' ,,1 SUPPLY I- . o `. c� I oi, 1 �j �`� l- t 214 LI I -0 ID GYPSUM BOARD CO" AREA . c� (5) 0a) I 01 L3' BREAK lo 202 HALL 2(--,I208 MN.'S TR r�a. _ CD .. 212- ©�y. „ 0 - .. JX 1 I OPEN TO STRUCTURE `, 0 -- o . . 9..-0 - 1 I f 1 al C. 1 01 CO 1 1$ . B I .[411-5'-10" . 1i \ . 11 _ kp CCOUNT51 I o1 � + B iiiiiH.. . STORAGE o r::›1 _ �I2X4 RECESSED LED LIGHT FIXTURES &_ ' i � ' � �, . . � 215. I in °1 ' -J a- ❑ RECESSED LED DOWNLIGHT FOF \ ;_.� � c I I � O 1 f c� �`. ..' ...... -6 „ g'. 0 • ;; 5 -0" , 5'-0' . 4'-3^ . I I I I 1 PI 't c� �1 , "? max` tL : J " I of 4 L DIRECT/INDIRECT SUSPENDED LED LIGHT c� $- �, EO Q. ` �,•' `•.\ o _ •:; .- 9'-0n 41 .9'-0" b FIXTURESn°11:( .1111 WOMEN'S TR r� I 7 26 WALL MOUNTED LED VANITY FIXTURE, o ..•A.4 � 1 OPEN OFFICE 5'-10" cn i [ 211 „. 9' -0 ;� 220 �' o MODERN FORDS, POLAR61 - .' r o 31" 0 CYLINDRICAL RING LED PENDANT ARCHITECTURE I. r 0 HUDDLE I of HUDDLE I 01 -- \ c� 1 01 0 - -\ cam+ 0 W/COPPER 31" X 5"1221CO3 06 IMBUIA 2010 \ 27" ENGINEERING 7'-1" 16'-6" QO Q OFFICE OFFI�E T CYLINDRICAL RING LED PENDANT J' 9,_0. �r-Q„ 217 218 o W/COPPER 27"X5" 1286CO, 02 COFFEE PLANNING COPY/ 29" PENDANT LED, ACCORD LIGHTING, 1252, I MAIL 0 INTERIORS STECCH DI LEGNO, LED, COFFEE 02 -a)w 0 I I � i Dci1 209 1- 0J 6 1 01 I of I of \ c_41 I -OI FOE \ 13" 0 PENDANT LED, ACCORD LIGHTING, 1138, 15895 SW 72ND AVE SUITE 200 € • LroF OFFICE 2I CE • STECCH DI LEGNO, LED, COFFEE 02 PORTLAND, OREGON 97224 1 r I I 1 - 4' LINEAR WALL WASHER, A-LIGHT, ARCATURE, TEL : 5 0 3 . 2 2 6 . 1 2 8 5 0 0o A4 WALL MOUNTED FAX : 503 . 228 . 1 670 1 1 • ----- UNDER CABINET LIGHT FIXTURE www . c I o A I N c C 0 M I� _ 1�1 I . 0 0 o - 24" OFFICE OFFICE OFFICE I OFFICE!__-- �',�, HIGH BAY OFFICE • 204 - 205 I 206 I 207 I a 221 j \ - Imo,. ISI . -�. _ RCP KEYNOTES 9'-O" 9'-0" 9.-0„, hs I 9'-OA I 01 - 01 I 01 1_ -)1 -1 I of CJ „ 0 1 �- i _ 7 I FOF 9'-0 . 4. r . • . , , - - - 40 • OPENTOSTRIJCTURE f I I I I k I I I I I k I I I >” g I I I 1 I I I I Omom= ,_n I I I I I I I E I W CCv ! 0 z I I I I ! I I 1 0 I I I I I I i CO S- cas) D w W 0 0 0 0 Ill IP � C73 6 6.5 U u z fill a .. CI fY III V) CD NORTH (9) C,„„) in 1- 0 e SECOND FLOOR REFLECTD CEILING PLANZWLo � 1/8„ = 1'-0„ x W (.0 W 1:11C M ,,,. us a as i. P 0 7 3.. +l , . U N V N q .0 b SECOND FLOOR , REFLECTED CEILING PLAN 4,V 2 CM M A1.4 Q JOB NO. 170300.03 1 ©2018 WA. P,C./C@A all MKS RESERVED W 0 0 0 4 0 0 6 6 7 0 GENERAL NOTES A. ROOF SLOPE SHALL NOT BE LESS THAN 1/4" PER FOOT en I I I I I I I I I B. ROOF TOP UNITS PER MECHANICAL DRAWINGS (DEFERRED SUBMITTAL) LE J. JONES r _ C. COORDINATE ALL PENETRATIONS INCLUDING, BUT NOT LIMITED TO, •N.,,,, L � • EXHAUST FANS, PLUMBING VENTS WITH MECHANICAL I I r I I I I I I OR _ ._ T.O.P T,O.S T '-31 " AFF el 11306 % 7 DS & SCUPPER DS & SCUPPER A - - _ _ - - / LEGEND SLOPE 1/4 SLOPE 1/4" PER FOOT 7--------- SLOPE 1/4" PER FOOT ROOF SLOPE & DIRECTION (4)TYP, PER FOOT ao ao 1 °DS DOWNSPOUT cn i w tx °CD CANOPY DRAIN _ L L L • 31 '-O" A.F.F. (r (11 )T.O.P. TOP-OF-PARAPET ELEVATION z 31'-n" AFF I- UJ w CI) T.O.P I - - - - - - LINE OF WALL BELOW z t mm o ct 0 2• FP Z i0--J o 0�M � w a- Cn u'j w o o 29'-0" A.F.F. TOP-OF-SHEATHING ELEVATION 0 z a- 0 C 0 / T.O.S. 0 0 z (i) ix V) cE I— I_ W 0 w W (I) Til 0 U CO U- Cl.. W CO CO CO Cn Cn KEYNOTES a n a - m 41 0 CANOPY BELOW n D 0 `- - 0 0 Ak yr 0 © ELEVATOR PENTHOUSE 0r t t •'- O" T.O.S i T.O-S CD _ _ _ - _ _ B ROOF MOUNTED MECHANICAL EQUIPMENT I I I / • © APPROXIMATE SIZE AND LOCATION. s i i I S 31'-0" A F F, MANUFACTURERS ITRECOMMENDATIONMOUNTED PER OI ---1 0 CRICKET AS REQUIRED FOR DRAINAGE L_ ` - - - _ © TPO ROOFING OVER R30 RIGID INSULATION PER SPECIFICATIONS .35'-6" A F F . V T.O.P (6) ROOF ACCESS HATCH -- 30" X 80" MINIMUM PER OSSC 1009.16.1. I PROVIDE GUARD RAIL WITH GATE AS REQUIRED PER OSSC 1013.7 Z z \ el - o a 2 o_ 4w.. o �� 1 J I Q W O tY W \ ^��• (/i !L 411 Cr) CL i - ARCHITECTURE 31'-0" A F F /' ROOF HATCH CURB ENGINEERING EE G T.O.P WITH INTERNAL CAP U FLASHING INSULATED ROOF 11111 P L A N N I N G TYP ' HATCH COVER 4" CANT fNT1 RkORS SLOPE 1/4" I vvvvvvvvvy 15895 SW 72ND AVE SUITE 200 SLOPE 1/4" - PER FOOT SLOPE 1 4 �I PER FOOT PER FOOT ROOFING SYSTEM PORTLAND, OREGON 97224 EXTEND UP RIGID 1" RIGID FIBER INSULATION TEL : 5 0 3 . 2 2 6 . 1 2 8 5 CURB INSULATION A ► AT ALL SIDES a CO RIGID INSULATION ii a - - - - - - �._.._..� - ULA �► F X 5 0 3 2 2 6 1 6 7 0 _-_____ __ ________ , -. &_ -- _ -- - - / W W W C I 0 A 1 N C C O M ‘ i DS & SCUPPER DS & SCUPPER T /*Ok �, 2G'--0'. AFF 31'-fl" AFF .35'-F" AFF ♦a•••*••••••••4`i'�i�i�i�i�3 T.O.S T.O.P T.O.P e• •�A ••• ••• •••X•X•" i�ii�iiii�iii�ii• i•i:iXiXi 9 I I I I I I .•�i�i�i•�i�i�i�i�iAi�i�i�i,i�i�iViAi�i�iPi�i� I I I I I I 1 I Mr / —1 --_______________ I r FRAMING PER JOIST MANUFACTURER I I I I I I I 1 0 0 0 4 0 0 6 6.7 DECK NORTH _ >im 9 ROOF PLAN 8 ROOF HATCH @ METAL DECK o F__ ii ui 1/8" = 1'-0" ' 1.5 1 1/2" = 1'-0" w CC CAP SHEET 9 Q 0 Z n V EXTERIOR FINISH SIDING - - A1.5 6ct O SEE ELEVATION ROOF SCUTTLE co) m W - FRAMING AT ROOF OPENING LuC1 C]% CONT.SEALANT 2",, 4" 4" �,2"�, COUNTER FLASHING PER JOIST MANUFACTURER U 11,11 Z SOLDER PARAPET WALL CENTER LINE OF SCUPPER - - - 8 ROOF SHEATHING AND FRAMING-- C:21CO < MEMBRANE ROOFING OVER AND DOWNSPOUT f � A1.5 SEE STRUCTURAL 2 ct 7777 • 8" • INSULATION AND SHEATHING ROOF PENETRATION-- TYP. I I Q111 (n Q Ln 1- METAL LINER TOP OF ROOF 1 MIN. (U) Ln �- 1/2" x 2-1/2" FLAT BAR RAIL- Q WN- TYP. - SCUPPER OPEN EACH END IBIRD SCREENz O. CD n \ / X 9 i �` '� r - BENT PLATE 8-1/2" x 3" x 3" x LU o I7 -; 3/16" W/ 3/8" x 3" LAG SCREWSCC FLASHING-- TYP. z \cn I Al - \ / / - INTO SOLID BLOCKING-- TYP. el 1 c os 'L! j? � `I, ; I ��` III / ‹. ,�� N i I� DOWNSPOUT , BENT PLATE o r \ _ IL I ► �,_, 3/4" DIA. PIPE RUNG- TYP. EMELOR =- SOLID WOOD L - 0 __-- % BLOCKING i x— ^ `� ! + { ' `r!Q� o mac¢ L 2" x 2" x 3/16" W/ 3/8., x 3" \ �� I `' �� UJ LAG SCREWS INTO SOLID BLOCKING ��J R BIRD SCREEN 2_, 10111111r Ii.: FINISH FLOOR (7, � PROVIDE FLAT NAILER UNDER COUNTER 12" MIN. W* N - FLASHING FOR SMOOTH ATTACHMENT �� ' t �� I 6„ DOWNSPOUT 12 ' MIN. ` Alb". 12" MIN. I NOTE: —�� r'I. -v PROVIDE MIN. 30" CLEARANCE ON CLIMBING \_J ,1 NOTE: SET ENTIRE SCUPPER ASSEMBLY 12" MIN. 4" MIN SIDE OF LADDER • IN MASTIC. 2'-0" - PROVIDE MIN. 15" CLEAR FROM CENTERLINE ROOF PLAN 4' MIN. VERIFY PROFILE W/ MANUFACTURER OF LADDER ON BOTH SIDES OF LADDER 0 A1.5 g s SCUPPER AND DOWNSPOUT @ WOOD WALL 10 SCUPPER AND DOWNSPOUT — ELEVATION 11 ROOF PENETRATION CLEARANCES 12 ROOF ACCESS LADDER @ WOOD WALL JOB NO. 170300.03 " 1.5 1 1/2" = V-0"0" onlo 05 ' 1.5 1 1/2" - 1'-0" 07710-02 ' 1.5 NO SCALE 15150-02 ` 1.5 1/4" = V-0" 05515-01 ©2018 CIDA, P.C./CIDA ALL RIGHTS RESERVED V 0 • i;i e.,... ,,,p.„ LL I` LESLM J. MIS `� ;1:0/7-1--e-k_-). FOR,) OR , .:11h 14 VI OF 0 0 0 0 00 6 6.50 I- I 1 (F) FRAMED CANOPY W/ I -- (E) CONCRETE TILT PANEL, I I I 1 I I m on LAP BOARD SIDING AGGREGATE FINISH I I i n w ct .4 15'-O" A.F.F\ PJ PJ PJ PJ PJ T.O. PARAPET o i i w w B.O. CANOPY. I z `n T.O. WND. 0PNG. r % % '• % % % Q ce CC • C7 1 . 1 1 I / 'r` 1 I 1 Q j QW Q° W ' ti Q WQ Z I C' ul O _0 ., • - FW- W Ga 0 -0 A.F.F. _ _ — - - - = - - - - - - - - - - - - - - - - - - - T_ - - cn Q U CO FIN. FLR, ~W w o0 0o 0o rn Ni N CV r- (E) ALUMINUM FRAMED Q \ \ \ •\ \ STOREFRONT ENTRANCE D a .— ,- o 0 1n (p ,— cNI M u7 4311 SOUTH ELEVATION - EXISTING 1/8" = 1'-O" FOR REFERENCE ONLY CI 81111 (E) CONCRETE TILT PANEL, — SMOOTH FINISH, PAINTED I 1 I 1 (E) ALUMINUM 1 I I FRAMED WINDOW PJ PJI\ 15'-0" A.F.F. 4,,,_,l, 1 T.O. PARAPET o 1 J T.O WINDOW _� lo // •,/ OPNG. 4nill II 61a I NI ARCHITECTURE / ENGINEERING NGINEERING • _ 0'-0" A.F.F.- PLANNING FIN. FLR. PANEL JOINT - TP. Jr INTERIORS 15895 SW 72ND AVE SUITE 200 PORTLAND, OREGON 97224 WEST ELEVATION - EXISTING TEL : 5 0 3 . 2 2 6 . 1 2 8 5 FAX : 5 0 3 . 2 2 6 . 1 6 7 0 1/8" = 1'-0" FOR REFERENCE ONLY www c I D A 1 N c C 0 M 0 (6--. 6 0 0 441111 0 0 1 I I I I I I 1 I I I I (E) SCUPPER I 1 (E) CONCRETE TILT PANEL, I I I I AND DOWNSPOUT I AGGREGATE FINISH PJ PJ PJ PJX10_ L. 7 0 PARAPET I c 10 B.0 CANOPY � .. >mil 111111 'T' O9_ l'" 1— '\/ \\ . • . \ -al mom v)} � 0_ W 0 CC QCD X M Z - - _ - - - - - - - - - - 0'-0" A.F.F. (E) FIN. FLR. Ci_ cm) 0 ATTACHED SHED m W LUd Q W Z o Q) CO Q NORTH ELEVATION EXISTING z c 1/8 = 1 -0" FOR REFERENCE ONLY QUm! (n 0 A z 0 o to �= B Z L(') W �- x W I (E) HM DOOR AND FRAME 1 W O v 1 1 CC oPJ PJ 15'---0° A.F.F. O._ N T.O. PARAPET LA A -.1.0.1 ----. / . / g - - O.-0" f FIN. FLR. a EXISTING ELEVATIONS 4 u 8. 4 EAST ELEVATION - EXISTING A2.0 1 . 2. 1/8" = 1'-0° FOR REFERENCE ONLY JOB NO. 170300.03 0 2018 co. P.C./C10A AU.RIGHTS RISER ED 11..111111611W ELEVATION GENERAL NOTES 0 0 11111 o © it 6 6.5 400,0 , ,i,`` 0 1. DEPICTION OF EXISTING CONDITIONS BASED ON PROVIDED # LORE L J0113 c., DOCUMENTATION. CONTRACTOR TO VERIFY ALL CONDITIONS SHOWN OR IMPLIED THROUGHOUT THE DRAWINGS AND NOTIFY I I 1 I I • �� • ARCHITECT AND/OR ENGINEER OF ANY DISCREPANCY. I I 1 I I 35'-6" A.F.F. S._ POgELAIID, OR 2. CONTRACTOR TO FIELD VERIFY HEIGHT OF (E) OPENING OF 1 I I L.O.P. 11306 DOORS TO SE REMOVED PRIOR TO ORDERING NEW WINDOWS. 0 [ [ L L / '•lit3. COORDINATE PLACEMENT OF LIGHTING FIXTURES WITH 0.6,1111111-1 7 I ' 31'-O" A.F.F. ARCHITECT AND OWNER PRIOR TO INSTALLATION. T.O.P. CIIIIIIIIIII i -- ____._ _ 7 [ 1 A [ il: rLEGEND - .-___ ... ___-____ _ 25 T.o .lF , Q 0 0 0 0 0 0 1- NEW STOREFRONT / WINDOW TYPE - SEE SHEET A5.1 - 4,_ v) 20 -0 A.F.F. w X NEW DOOR TYPE - SEE SHEET A5.1 -- - -_- .- 17'-0" A.F.F. S,_ I (ED- 2ND FLOOR w N (E) EXISTING FENESTRATION TO REMAIN 0I- I- 13'-1" A.F.F. / 0 w I- ~ T.O. HARDIEPANEL / TRIM 1_ Z LLJ VI i i E w o- I- 0 0. (E) OW I I a „ O C7 w b� w ELEVATION KEYNOTES �. WINpO. PANEL REVEAL $'-D A.F.F. J J � o a. - T.O. OPNG o iiLLj I d z 0 HORIZONTAL LAP SIDING -- 7" EXPOSURE HARDIEPLANK7 O • O O O (E) ,- " Q COLOR: TBD 1 . _. _- 3 O A.F.F. !iiii_ wcn a v m O CEMENT FIBER COMPOSITE PANEL -- HARDIEPANEL, SMOOTH FINISH. 0 ' i _ �` B.O. OPNG w CO ao CO rn rn REVEAL RECESS TRIM WITH COUNTERSUNK FASTENERS. 0'-0" A.F.F. o \ COLOR: TBD. - FIN. FLR. `'N-I,, N O CEMENT FIBER COMPOSITE PANEL -- HARDIEPANEL, SMOOTH FINISH. 3 O 0 c REVEAL RECESS TRIM WITH COUNTERSUNK FASTENERS. N_ r N r.01n COLOR: CUSTOM REECE SECURITY ORANGE ' u O CEMENT FIBER COMPOSITE TRIM -- 3.5" HARDIETRIM, SMOOTH FINISH SOUTH ELEVATION COLOR: TBD OP 1/8" = 1'-0" O SURFACE MOUNTED LIGHITNG FIXTURE (i) NOT USED O BRAKE METAL TO MATCH STOREFRONT CANOPY -- SEE S5.2 FOR MORE INFORMATION COLOR: TBD g (N) PRE-FINISHED SHEET METAL COPING 0 6.5 6 0 © 0 © © 0 COLOR: DARK BRONZE (10) PARAPET BEYOND I I I I O I I I 35.-6" A.F,F. 1 11 SIGNAGE - TBD. SEE SIZING REQUIREMENTS THIS SHEET S I'O'P' 0-- All O . . 31'-0 F61 : 0_ BUILDING 51 RAGE ARCHITECTURE MAX SIGN AREA SIGN HEIGHT _-. ___ _ _ _ _--__ _ _ _. _.. E N G I N E E R I N G FACADE FACADE AREA SIGN AREA0 57; PERMITTED PROPOSED - - �i�' 25) -0„ A.F.F. PLANNING SOUTH 4,5876.83 SF 229,34 SF 8'-2" 225.81 SF _ IS- WEST 2,530,50 SF 126.52 SF 6'-1" 125.30 SF =__ J _ _ = T.O. OPNG i N T 1= R ! 0 R S NORTH 4,184.25 SF T 209,21 SF 7'-10" 207.76 SF © © © 4 4 4 4 4 0 4 O 4 EAST 2653.72 SF 132.68 SF 6'-2" 128.75 SF _ i 20'-0„ A,F.F, !iw_ 15895 SW 72ND AVE SUITE 200 SIGN AREA NOT TO EXCEED 5% BUILDING FACADE. _.. :_ -- B.O. OPNG PORTLAND, OREGON 97224 17'-0" A,F.F. 0_ TEL : 5 0 3 . 2 2 6 . 1 2 8 5 0 2ND FLOOR FAX : 50 3 . 226 . 1 670 W W W . C I D A I N C . C O M 0 -- n I I I 9'-O" A.F.F. io_ - -._- - - I - - ---------------...-..__. _ _.._._-.__--._. T.O. OPNG _ / \. -- - 0.-0" A.F.F. 0_ FIN. FLR. NORTH ELEVATION ›M O 6C ImmoMOM U)W fir il bmi- O Z ca O S- cuo) CC) w w o � 0 B A B 0 WZO U Q CO 0I I 1 0 I 35'-6" A.F.F. 0I 35,-6" A.F,F', 0_ Z 1.o.T'. T.O.P. a la Cr {� 41 - ---N\ 9 0Z 11-11—TI—limillwr\f3 31'-0" A.F.F. 0 31'-0" A.F.F. 0_ 0: � ~ 4,_ T.O.P. T.0.P. z u.1 g — --_ __ ! x 1.L co 0 25'-0" A.F.F. ` 25,-0" A.F.F. S CC - - T.O. OPNG T,O. OPNG 1 3 - 4) . I CA -'''''''',,,,,.,..„ . . . 4) O ,77- --- <> _ ill)l' 41 I> 11) . . - N - 20 -D A.F.F. S_ 2 - 20 -0 A.F.F. d_lio_ .i 0 - ._ OPNG - - B. . B.O. 0 OPNG 0 \\... - , . -- ___. --- 1 -0" A.F0. 11.F. 1 0" A F _..-_.- _._ _- - 2ND FLOOR - .'--- 2ND FLOOR 0 13'_1" A.F.F. :,\N, ( . L--/-_,. L --, ii___________ 1 8 , T.O. HARDIEPANEL / TRIM S.. . I r,N - 1 00I 74- 9'-0" A.F.F. - I 1 ri9 9'-0" A.F.F . T.O. OPNG • oli _ N T.O. OPNG I T.O. (E) DOOR _ 0 1 :A . 0 (2)-------- (i14)----- 0 'f ELEVATIONS A \ lidl -- -- _ ._. 0'-0" A.F.F. i I \,� II 0,.-0„ A.F.F. 45_ 0_ FIN. I LR. FIN. FLR. A2.1 w 4 EAST ELEVATION WEST ELEVATION 1 __. . 2. 1/8" = 1'-D" Olt 1/8" = 1.-0" JOB NO. 170300.03 v u ©2418 CIW. P.C./ODA AIL RGHTS RESERVE} la D S+, E:\odcodd\t7\03Qb.00 Reece Security — Phcse 2\Current\CAD\A3.1.dwg Feb 18. 2019 — 4:31pm 40 I — .. - / I `t i L ___. 1 -r- j • /\ z N ivrr 4 1 ,,, ...,, ,i.t- 4 w� 1,4 111\ 4, 4 Yn\ a W ' 1 M • 1 a 41114 . ' ' � I 04 I � z _ G41Gjt III 2.48.1 ^ 1I 1121' LT ji 4,0 „a , , ,... _, . 0 II > II Z 7 Z f Q a o C C ill 0 33 CI) n r .5a --i 0 Z — - - .... ... ... ` 0 _ I. .� Z / I 7 + Z • Q „ :0- ISSUED DATE 41 o W EXPANSION AND FACADE UPGRADE FOR: X 1 09/27/18 SITE DEVELOPMENT REVIEW � }� � � n � N Z ;111 �lir, � 2 11/19/1$ SITE DEVELOPMENT REVIEW - RESUBMIT � 4% 7,1 ! z C_7 0 Z REECESECURITY o Q 3 11/21/18 DESIGN DEVELOPMENT SET Q r I • ."O J E ,.,,,,a,,- 6755 SW SANDBURG ST = N N a m-21 n 4 01/21/19 CD'S - so% REVIEW SET �i `}�v\j o ir,„: `” �' Z z •• 5 02/19/19 BUILDING PERMIT SET '43 If w• ,.. (I:its, w TIGARD, OREGON c MI o m N N A Z z xi N UI G7 G7 1•l � O U A O 4r i'-Or , 4 T.O. GUARDRAIL \ ,, STAINED HARDWOOD RAIL CAP ---- 4� A - SPECIES RECLAIMED RED OAK 3'-6" A.F.F. 410DT.O. GUARDRAIL ' • -\ . 1-1/2" STEEL CHANNEL , ` 3'-0" A.F.F. STAINED HARDWOOD RAIL CAP Icci _o. 4) �1��, � `� 'T.O. RECLAIMED RED OAK 3_-C" ABCV� NOSINv : HANDRAIL .� �� , �._______..-.__m_ 9.r_ _ . 1-1/4'0 STEEL PIPE HANDRAIL T- HAhftAL a ?• -- PAINT '�' lOIC11.AIN?, OR STEEL CABLE INFILL ` 5'-g" 8'-2 1/2" 11306 t� ` - 1-1/4"0 STEEL PIPE HANDRAIL , ,f / e� • "�� ow,' 4'--6" / 110 TREADS C� 11" = 9'-2" �_ OF �� 1.5x1.5x.25" TUBE STEEL POSTS -_- •' r AT 4'-0" O.C. MAX. -- PAINT u STEEL CABLE INFILL 1'-O. � Q i � } cl � •1.5x 1.5x.25" TUBE STEEL • FOL FOF �• • POSTS AT 4'-0" O.C. MAX. I 1= - PAINT co 1.`' I .D :Di � wLuU - \ • PARAPET BEYOND cri L2x2x1/4" X 8" -00 :' . '' a WOOD TREAD BEYOND , ' :n �, ,I • 4 17 MA 3/8"0 STEEL ROD -- WELD • /7- 3/8" STEEL ROD MID HEIGHT OF ~ t "' i i w �'' cn EA. END AT STRINGER. PAINT TO a - r 7 _ w w 1:.d OPEN RISER -- WELD EACH I ico .i.:- _9 9 1-LI g nti MATCH . END TO STRINGER - T-1`----- -- r� c„ �- ,Ji--"' 2-1/2" WOOD TREAD -- o i PRIVIDE 1/2" RADIUS AT '1A.0o y , (OPENING ABOVE} w w NOSINGS -- ATTACH TO ANGLE - -- -- u1 --\ - WITH (2) 3/8" LAG SCREWS EA. L2x2x1/4" X 8" /A END --- WOOD SPECIES - w co 0o 00 a) am STEEL BEAM PER STRUCTURAL '' RECLAIMED RED OAK / 9'_7" / o rn rn STEEL C CHANNEL WALL TO UNDERSIDE OF DECK. o ` ` - PAINT COMPOSITE FLOOR DECK W SEE FLOOR PLANS AND WALL TYPES VW w o ^ - o a STEEL CABLE INFILL GUARDRAIL vi -- 01 to WITH WOOD RAIL CAP SECTION AT TOP LANDINGSECTION AT GUARDRAIL I 1 STEEL CHANNEL STRINGER, TYP. 4 ST1 @ FIRST FLOOR 1" = 1'-O" 411§ 1 1/2" = 1'-0" Ii WOOD TREAD ' 3. 1/4" = 1'-0" !3" 2ND LEVEL T.O. GUARDRAIL • STAINED HARDWOOD RAIL CAP -- • FIN. FLOOR ,� SPECIES RECLAIMED RED OAK 1%.„..„,1-1/4"0 STEEL PIPE HANDRAIL d- — -- PAINT \ - • . 1-1/2" STEEL CHANNEL o0 ---..16 0,-, --.1— ;,,,, 0 `` . A 3'--0" ABOVE NOSING 2 3 ] A,F.F. r•,4:- T.O. HANDRAIL �"" o2 0 o �----f T.O. HANDRAIL cc a �_ ) > 11 ._ ..I✓' I cc 18'-8" (FLOOR OPENING) 1-1/4'10 STEEL PIPE HANDRAIL I Lo / ,, All Li yci = I I ,� 4'-10 1/2" i 8'-2 1/2„ WALL PER PLANS ** '` _ T.O. LANDING a x`11 /2" - STEEL CABLE INFILL • \`` i I 10 LU - 4 A3.2 0 61 ..,2-1/2" WOOD TREAD -- ' -�--��, . ;_,� . -� �' ,.c= / aD - ARCHITECTURE PROVIDE 1/2" RADIUS AT NOSINGS cfl 1,5x 1.5x.25" TUBE STEEL - v e 3/8"O STEEL ROD -- WELD TO ;.) \ • POSTS AT 411.1 '-0 O.C. MAX. ( �•'s== i �, _ i� ENGINEERING STRINGER AT EA. END. PAINT TO ci PAINT 9 ... '�_• ` ix z PLANNING MATCH. . A3.2 �`�= COFFEE �, r — /�_ BAR a o 0D © INTERIORS w •` X= / \_ _ `r Viii V, • ` •� 15895 SW 72ND AVE SUITE 200 %/,'% ;;�f% c z WOOD TREAD BEYOND M / o � � 11 PORTLAND, OREGON 97224 Lu / \ Q , \ T E L : 50 3 . 225 . 1 285 '` �-�--- ��-�� /I/ 3/8• " STEEL ROD MID HEIGHT OF ' / ,, \ - 0'-0" /`.LL1 oo - I C FAX : 5 0 3 . 2 2 8 . 1 s 7 0 •~ a • 'e �V — I 0/ OPEN RISER ---- WELD EACH \ ¢ (FIN FLOOR) - LO M C w w W c i D A I N c c o 2 c,i\ • END TO STRINGER rr • 10 I o 7 _ • `~ n I A3.2 577,;;,,,,,,,,F •;;:, 7 �4`‘ /S/ 2-1/2" WOADTREAD - -s "sssss; "• ;," PROVIDE 1/2" RADIUS AT ;Lo n ¢ `�N051NGS -- ATTACH TO ANGLE • `� COMPOSITE DECK, TYP. WITH (2y 3/8" LAG SCREWS EA. I I i �n_^ �,'� L2x2x1/4" X 8" /�%��,� £ND -- WOOD SPECIES - 6 �" STEEL TUBE PER STRUCTURAL RECLAIMED RED OAK 15 TREADS 0 1 1" - "3'-10" A3.2 STEEL STRINGER / , -- PAINT STAIR BEYOND �-"'" SECTION AT MID LANDING 6 SECTION AT GUARDRAIL SECTION AT LOBBY STAIR 8 ST1 @ SECOND FLOOR 11E0 1" - 1'-0" ' 3 1 1/2" - 1'-O" OP1 4" = 1'-0" - ' / / 1 -0" >I. IIIIIII V) STAINED HARDWOOD RAIL CAP1 CC ' 1/4"• i, Q D CAD Z 3'-6" ABOVE NOSING 1 - V (.5 (a) D 0 T,O. GUARDRAIL V / Ai 6 PARTITION AS SCHEDULED -- SEE = m W A3.2 A3.2 W 1-1/4"c6 STEEL PIPE HANDRAIL TYP PLANS FOR TYPE 0 Ci Cc --- PAINT Q W Z O 3'-�" AFF — — " , STAINED HARDWOOD RAIL CAP - rt 1 QCO Q �J�" T.O. HANDRAIL -- RECLAIMED RED OAK -� U_ V) ci- r�-l-�- STEEL CABLE INFILL I I I 1 1 4" STD PIPE HANDRAIL z 1 1/%" Z 1 -0 I, 3 / 'I I I 3'-11 3/4'. ] � Q U.1 (n 0 1.5x 1.5x,25" TUBE STEEL POSTS I SLK. 'i 0_ 1/4"I I o PROVIDE RADIUS RETURNS TO WALL Z -14 AT 4'-0" O.C. MAX. -- PAINT I I ? • ] - HANDRAIL ENDS AND PLUG ENDS ) 11") ~ to 1 I 3'-9 1/4" • n ¢ LLI (` 2-1/2" WOOD TREAD -- PRIVIDE 1/2" 1, - - �../ CLK. RADIUS AT NOSINGS -- ATTACH TO ANGLE \Q- WITH (2) 3/8" LAG SCREWS EA. END 3,-0 W • n T.O. HANDRAIL CC d _�, `�-/ ABOVE NOSE OF TREAD (*1;; .. % STEEL CABLE INFILL '`\�•� 1 *- M- WM - """ - - - - 1 1/8" CLEAR FOR ERECTION • 1-1/2" STD STEEL PIPE HANDRAIL q `~ L \� ,'_ �, �,y 1/2"o STEEL ROD -- WELD TO STRINGER TOLERANCES \ , %'�/��,�� I AT EA. END. PAINT TO MATCH n=m TUBE STEEL STRINGER • , 1 f : ' • u 14�, STEEL CHANNEL PER STRUCTURAL HANDRAIL BRACKET ® 5 --0 O.C. I 1 •�, •*4 �/o. . MAX. N • a i STEEL NOSING EPDXY BOND TO TREAD --- . • I 2" 4 1 " I DADO TREAD AS NEEDED FOR FLUSH C CHANNEL STRINGER 2 �•- -� _ � sr► a p •�� / / 1 TRANSITION PER STRUCTURAL L a Q . % I I WOOD TREAD _ s.__ _ / 2x8 WOOD BLOCKING OR 8" WIDE i'q %: L2x2x1 4" X 8" i —I N . / 16 GA. METAL CHANNEL ALONG �.� . - ; d I CONCRETE SLAB ON 2 15/16"-\ 1'_2 ' LENGTH OF- Z I ' `�`-r- GRADE �� 1�r I APPLICABLE WALL WHERE 1 _.. . _.._ I 4'_..0" 1 3'-1 1" a I 1 STAIR DETAILS V 1 `'-, I -pa, 1 I / V 4 .4. f r A •` a� _ s SECTION AT BOTTOM LANDING `=- -�—z = — mu =- —s —' 10 STAIR # 1 — GEOMETRY FOR SECTION `� —' `'— — —'' TYPICAL STEEL HANDRAIL JOB NO. 170300.03 ' 1" = 1'-O" ' 3 1" = 1'-O" 05712-06 3" - 1'-0" 05520-01 u ©2018 GIO+4 P,G./a0A ALL RIGHTS RESERVED illibiliMiliiiii 5111.111.1.11111111111110110 . I, 4'--10" ,J1 5,-1 1/2" / / L' 1J" �11� 5'-1 1/2" / 1 / 1.-0" / '� .- ' 1.;-..0;_' 1)-0; hei) ' 10 '� METAL WALL BRACKET 5'-a" O.C. `. u Y ti LE9E J. JONES or- MAX.-- PAINT TO MARCH HANDRAIL / 1 1/4" STI; . STEEL PIPE 3 \ 7 SPLIT LANDING * ''''',..,."(-2e _ • .a.:--------_ ? � .- A3.2 SEE 7/55.2 _iM OR t HANDRAIL-- PAINT r TA 1130$ (!) 1 Ilk in I 1- cl BASE WHERE OCCURS--- SEE FINISHI; SCHEDULE . ' l CONCRETE TOPPING OVER METAL I i I- 1::› DECK - 1 ' 1- 1.e) STEEL STRINGER 3 um o II ' w cc 1 a 1a CC-)cnA3.317 4 .3 w w �+ ...--"--.----"<*...- ---;---......- 4X4 TUBE STEEL N ft- N 1 c4 z 3 w ,--- --- w LU cn C— `. I i Ili O O Q ri Q dws w o rn t...._... ._ is ! Z r. m c, Z CONCRETE FILLED STEEL PAN N. �� ' v, o TREADS ! m ,. w o 5 .` i &-‘,.'.._ I- V) Gil 0 c.:a CO w co 0o 00 rn - -\ -O. It —- - - B •-•-•,"\' -04-' . I (}33 ° Ci''J °) C74 C71 72 ] 0 I Ll N I . ri l D Q rCr O .— -al -0I I I N re) u1 in @I S tt�. STAIR @ TOP LANDING I 1 � - "` � r. I I � I 1" = 1'-0" 05510-03 � � 13 Cr- ri1 I I I I � 7 1/2" 10'-6 1/2" J r7 1/2" 10'-6 1/2" Isco 2" STD. STEEL PIPE GUARDRAIL 2" STD. STEEL PIPE --PAINT 6.5 ill 6.5 0 if ....------ GUARDRAIL 1 1/4" STD_STEEL PIPE PIPco 1 S HANDRAIL TEFL 4 ♦ HANDRAIL -- PROVIDE 1 --PAINT J 1/2" CLEAR FROM GUARDRAIL w ��►i ST2 @ FIRST FLOOR 4 ST2 @ SECOND FLOOR . , w Q "' 1/4" = 1'-0" : . 1/4" = 1'-a,l Cl III ` LU 4 1 ' ' o ARCHITECTURE `�' L`' ENGINEERING `#� •-..A4CONCRETE TOPPING OVER 1111 P L A N N I N G N METAL DECK 0 LESS THAN 4" 2ND FLOOR FRAMING PER STRUCTURAL INTERIORS BETWEEN RAILS, TYP. G . AVE. 15895 SW 72ND UI E 200 CONCRETE FILLED STEEL ... STEEL STRINGER , ORG4 PAN TREADS �` � �� TPOERTL :LA5ND03 . 2E2O6N. 1972s2s �"`� 1 FAX : 503 . 226 . 1 670 STEEL STRINGER ►_a Aft MIP Www . C P 0 A I N C C 0 H // f 1 / 1 1k Il /J�! i _ _ _ f / _ I BUILT-UP ROOFING OVER 1 R-30 RIGID INSULATION OVER i STEEL DECK !/`/ ROOF STRUCTURE, / ...4-'!/ w�il PER STRUCTURAL --�-- I1-HR RATED FIRE BARRIER L. c J PER PLAN STEEL STAIR @ MID. LANDING 6 GUARDRAIL SECTION �. STEEL PIPE GUARDRAIL 1191) 1" = 1'-O" 05510-02 (MODIFIED) . 1" = 1'-O" 6 -- PAINT STEEL CHANNEL STRINGER, TYP. O 11 1— CONCRETE - FILLED STEEL PAN TREAD U- ii (f} 2'-1 1 1/4" CC 1 _._'" 0 7/8" I COMPOSITE DECK LANDINGInn& ( z ES was, CK 0 0_ do orli • FUR WALL ® (E) CONC. t _ = i 2ND LEVEL \ W CO W FIN. FLOORCI CC `, 1 11/16 �1 1/2" PANEL PER PLANS a — ¢ Z 0 STEEL GUARDRAIL + w U LINI Q LIE CO cr.) ci 1 1 4" STD- STEEL PIPE 1 1/4" STD PIPE HANDRAIL ` c° 3 -5 1/4" Z I HANDRAIL-- PROVIDE 1 1/2" CLEAR FROM GUARDRAIL 11117 Q UmiCD r J �- I I z : / i--- (1) • 3'-5 1/4" c.9) 0 2 1--- E I LLK. Z L1.11 N .. • d n � © S Lk l ec, AC • •� i ` T.O. LANDING o X CO Q I 2 5I8' • 1 1/2" STD PIPE POST d Mei - - 'l. T.O. LANDING -r.,1W N I i� LESS THAN 4" BETWEEN RAILS, • CC • "'1i-- TYPICAL 1/8" CLEAR FOR ERECTION / a I TOLERANCES 4 / F,,,..4 opCD cfl cci CONCRETE FILLED STEEL PAN C 12x20.7 _I cc - x �— r vwi I v) /7 3 y \ TREADS `o �> ` STEEL STRINGER cc cc NON-SLIP STAIR ? Q \ _T_ N iiTREADS BY OTHERS � CONCRETE SLAB _ \ - 1 0'-0" ...9 1 2 15/167-...‘ 2.-0 1/16" ' J - • (FIN FLOOR) \ \ d. a l $ 1 I 3'-•6" y 3'^B" 4 ! / '` 'f COLUMN PER STRUCTURAL 1,2° �, 4. 2" �,. , ( 4'-2" 4 STAIR DETAILS 10'-4" CONCRETE SLAB ON GRADE '' - o PER STRUCTURAL A3.3 I 9 STEEL STAIR @ BOTTOM LANDING 10 STAIR #2 - GEOMETRY FOR SECTION SECTION AT ST2 ' 3. 1" = 1'-0" ' 3. 1" = 1'•-0" 05712-06 1/4" = 1'-0" ®20eOco, Pc./aaA mi.KIM170300.03 _ e 4 4, UNE J. JONES • • ` A PORTLANDD, OR 11306 gib I ,+, 1 I 1 q , i.�'� , , 9 (./......i___,1 . MACHINE RM ,/ \\ J I w � U m 110 / \\ cin , \ I , , cn 0 u CJ 112 I I I I I i_ w w Cr) w IZ CL L.L.I I_ M o Et w cL w OJ O-J 7 0 CL I-1-1 w o 0') 6'-11" P Q z I z CLEAR � 1- w 5.1") D cn cn n cp CO W cD GO 00 rn a, Q O I-- a, o-.)\ cN cN p '. \ N W• 0 .- 0 0 • (N r7 v Ls-) 0 ENLARGED PLAN @ ELEVATOR 1/4" = 1'-0" iii. _ • fikll 111 61 - ARCHITECTURE U ENGINEERING PLANNING INTERIORS w I 15895 SW 72ND AVE SUITE 200 PORTLAND, OREGON 97224 ., _ \ TEL : 5 0 3 . 2 2 6 . 1 2 8 5 FAX : 5 0 3 . 2 2 6 . 1 6 7 0 W W W . C I D A I N C . C O M r ..,Li_, �El _ ,,,w N f O [v . Z_ IN >im a7 .. .T 17'-0" A.F.F. � cv � I 2ND FLOOR pii TO BRANCH PANEL VIA SWITCH W {n —\/\ O no SUMP PIT - VERIFY SIZE W/ ¢ C� Z ELEVATOR MFR. D CD _ WP GFI OUTLET = Cimi) m W BYMP PUMP W/ CORD CAP, 8 Z O _ � U LI] - � coQ cn 0 � o o CC n.a m Z Q MACHINE RM ¢ W CD 110 PLAN AIR GAP OIn 1— (7 LC7 E �- ,� 1 Q W E. I` x Icoli N. r? W 4 �F / OUTLETS © 24" MIN. ABOVECC `. BOTTOM OF PIT FULLWAY VALVE cn 0'-0" \ \\ CHECK VALVE a ,. .. .< �'" �h. -2_ ' ',,' (FIN. FLOOR) /.♦//.\/// //, i 111 I�-I 11=I ?)*( 11L11.11-, _ UNION _ _ _ _ _ - _ HOISTWAY ~, 1-171:111---=1111-=' I 11—! 1 !—III-111—I 1 I—I .�� `}, _I 11—III 1 0 =111=1 I -1 11—i I-1 I I—I 1 I— I I--• 17111_7111E t METAL GRATE I—1 i i—III11-1 I?—I 1_-1111 I I—�`y. I—I 1 ELEVATOR SUMP PUMP Q ___I III 1 111- .I I H I 11-1 I I-1 I i—I 11—H II--':: 711E-7111E BY MECH. =111=111-111—! I l=111=111=1 ! .. : .. . . : .; ., .T.7 1 I II-1 l ;� ,: ' "4 1 z *, _ '• ' \`,, HOISTWAY SUMP PIT, .7711111-11111-=111-1=-111-7-111=-11 --III :• �. � f _� =III- �/�/ 1==11 HI 111-IM-911E111—=--111I-EL =11j-ti I I �.I E 1-11 1=1 1 111 I=11 � ! 11=11 1 i /� -1 I E-111=111=111_111_111-111! I Ie- —I 11 111-1 !1-111-111=111-1 !1�._ / / 1=1 I i=1 11=111=1 I}-11 I-1 11-1 1=41-1- 141----7-,-1-1.1--4 I ISI 11-111=1 11=TI=11!-i I � r:H //�i� -III III III III III III III III I 1111 --111..--..f 1 I III 111 11 I 111-111- T %. /,./ ELEVATOR DETAILS al cc SECTION A34. 9 ELEVATOR SHAFT SECTION io HOISTWAY SUMP PUMP r. JOB NO. 170300.03 2 ' 3. 1/4" - 1'-Q" 3. NO SCALE o © 2018 CIDA, P.C./CIDA ALL RIGHTS RESERVED 0 tii 111, 4. A NOTE. 11 1/2" F O.FURRING 41 STUD WALL PER PLANS ), 4 ert . ,, PLYWOOD PER STRUCTURAL J 10 1/4" 1, 10 1./4 10 1 4,„ a PRE-FINISHED SHEET -i �` /-PRE-FIMSHED SHEET PRE-FINISHEDSHEET �:UDMETAL COPING METAL COPING r•0.5TUD AIR AND MOISTURE BARRIER ` ' i'm �TYP. I I 1x4 FURRING AT STUD ' f 7- -_;4' 4 31'-0" A,F.F. Vill 31'-0" A.F.F. ` \ 31'-0" A.F.F. WALL LOCATIONS -•- ...�; _ LQNTRACTOR NOTE: PORTUJIDO N. 2x4 FURRING AT CONC. f ,• �; � ALIGN OUTSIDE FACE T.O. PARAPET �= T.O. PARAPET T.Q. PARAPET f� t C° I 1 °c PANEL LOCATIONS ! � OF ALL FURRING �" ., 1 WHERE OCCURS _ I I TPO ROOFING SYSTEM TPO ROOFING SYSTEM PRE-FINISHED SHEET s TPO ROOFING SYSTEM SPRAY APPLIED BITUMENOUS i t 5 8" PLYWOOD SHEATHING 5 8" PLYWOOD SHEATHING-\\ METAL COPING �+ DAMP PROOFING , _„ .. �� / / N 5/8" PLYWOOD SHEATHING I (E) CONC. PANEL ti % a HARDIEPANELREVEAL SYSTEM ara■...r. ■ . •• , : a aaaaaaaaaaeaauaaasaaaaaa. arrM.a1 , T.O. PLATE --, T.O. PLATE , , T.O. PLATE _. .--- -----------'-_- m 1►M:: ignaall� rla.g mmitim inimainie imixi. sa.R,aamaimos aim MS 4 M ■ ELEVATIONSA2.1 1 I~�•a _w. - . . _ '_' ` , COUNTERSUNK FASTER FOR WOOD Ma -.a I.; PER SIDING MINERw _40WOOD JOIST & FRAMING -` 1/40 x 3 1/2 SIMPSON TITEN-2 WOOD JOIST & FRAMING--- j .4 _! WOOD JOIST & FRAMING PER STRUCTURAL DRAWINGS ,,�� CONCRETE SCREWS 12" Q.G. m ;+ EL,- �I+ 1 PER STRUCTURAL DRAWINGS PER STRUCTURAL DRAWINGS r ��. ! COUNTERSUNK, TYP. (-' �" �" r` w , --------------„cm Eir.,,_„-- III R-19 BATT INSULATION 11 1/2" F.O.FURRING Ce cc w -1" GAP PLYWOOD PER STRUCTURAL ' CO w z a AIR AND MOISTURE BARRIER a MUj o er ' fill O Q w V. w (N) COLUMN BEYOND 1x4 FURRING AT STUD WALLS ` 0 0 Q 011Z ,; INSTALL PER SIDING MANUFACTURER I z Y GYP. BD. TO STRUCTURE o ED o :&12 :&12 &12 1 10" w w U' I 2X4 FURRING 0 STAIR PER PLANS HARDIEPLANK SIDING 1F.0sTU0PRE-FINHED SHEET TYP. 111 00 00 00 01 O) 0 VINYL WINDOW PER ELEVATIONS ' JJ'„�,ri I =j: I 1 o d VINYL WINDOW PER ELEVATIONS , 11'��ttT I - .. o n rn I VINYL WINDOW r� '.Il!`( 4 31'- 0 A.F.F. �`. �, N N c.� .- �, SEE WINDOW TYPES A5.1 i ' milt 1 1 �� I'1�'. P SEE WINDOW TYPES A5.1 ;i.,� 1 I 1 T.O. PARAPET $ o rn ��:, 1 ii,. PER ELEVATIONS r I SEE WINDOW TYPES A5,1 - ....-- 11 I I I 00 w o r r o 0 1 I 1 " .........AI 1 ., - r cv to B.O. OPENING I I. I I I B.O. OPENING B.O. OPENING I I TPO ROOFING SYSTEM I r • I �' I 1 , -. I \ ! 1 I 5/8" PLYWOOD SHEATHING 1� _ _ _ I �' a STUD WALL. SIZE PER STRUCTURAL -N 2X6 STUD WALL PER PLANS4piaara aawr R-19 BATT INSULATION ; 4 . T,O, PLATE F_�-R-19 BATT INSULATION i • _I - o PLYWOOD PER STRUCTURAL I PLYWOOD SHEATHINGcsSO- LANDING PER- I PER STRUCTURAL '. 3/4' LEVELROCK PER OVER '3 AIR AND MOISTURE BARRIER 3/4" T&G PER STRUCTURAL OPP' STRUCTURAL DRAWINGS rte- WOOD JOIST & FRAMING 1x4 FURRING PER SIDING MANUFACTURER ' ______---AIR AND MOISTURE BARRIER " `-PER STRUCTURAL DRAWINGS 1/2 GAP. DO NOT CAULK, HARDIEPLANK SIDING- .. 3/4" T&G PER STRUCTURAL STAIRS BEYOND 3 PER SID RG MANUFACTURER NG '.Fi STUD WALL SEE 4/A6.1 � r 0 SEE ELEVATIONS A2.1 41! a I 17'-0" A.F.F. I` 17'-0" A.F.F. , 17'--0" A.F.F. . " } r ' �� T.O. 2ND FLR WOOD JOIST & FRAMING • . ►�� 1- r T.O. 2ND FLR \ 4 ' T.O. 2ND FIR WOOD JOIST & FRAMING PER STRUCTURAL DRAWINGS-`~ _ PER STRUCTURAL DRAWINGS 1\•\\: -•i �; "- `�"'� Min HARDIEPLANK SIDING •JI #___ z , MS- SEE ELEVATIONS A2.1 PLYWOOD SHEATHING PERn4 r` i-- STRUCTURAL AT STUD WALLS 11 101 ili 1 LAP BATT INSULATION I 161 1•1 AIR AND MOISTURE BARRIER <> EXTERIOR FINISH ® (N) IMINIMUM 6 ", `N LAP OVER DAMP PROOFING MIN. 6" el... STUD WALL TO ALIGN WITH ! € "'IRAs;. - ' - ARCHITECTURE poppE (N) EXTERIOR FXINPIESARHNIEO9 ! 2X6 WOOD STUDS ENGINEERING so. 5 MUST ALI(GEN) CAOCEPER PIANS .il ..- \ 3/4" LEVELROCK PER STRUCTURAL PLANNING T.O. CONC: ! 14 -5A.F.F. T.O. . 10 � ACE OF FURRING. `, - 4 4 14 CREATES 1" AIR GAP (VFY. IN FIELD) T.O. CONC. a H INTERIORS r b l , BACK OF STUD TO d a ' X3/4 T&G PER STRUCTURAL a. C.L. CANOPY FRAMING � � INTERIOR FURRING AIR AND MOISTURE BARRIER AIR AND MOISTURE BARRIER-' J � � � I 1-�',�0�• A.F.F. 15895 SW 72ND AVE SUITE 200 / ,, LAP OVER DAMP PROOFING LAP OVER DAMP PROOFING MIN. 6 a --- I RIIII T.O. 2ND FLR I PORTLAND, oREGnN 97224 o ? / " q I WOOD JOIST & FRAMING 4 1 f MIN. 6 .1 < / 1 PER STRUCTURAL DRAWINGS TEL 5 0 3 2 2 6 2 a 5 -00 • 2X4 FURRING STAIR PER 13'-1" A.F.F. (E) TILT CONC. PANEL .,r,i FAX A x : 5 0 3 . 2 2 6 . 1 6 7 0 ' 10" EXT. PLANS T.O. HARDITRIM - - =... ^ =1 FOCONC = ± wwwcIDAINccoM 4^ SPRAY APPLIED BITUMENOUS 14' R-19 BATT INSULATION TILT---„N„, �1r -3 1/2" HARDIETRIM DAMP PROOFING , ` - _ �' (E) cE SEE ELEVATIONS A2.1 i CONC. PANE •Icy 0 2x4 FURRING AT CONC. PANELS i -STUD WALL PER STRUCTURAL AP q INSTALL PER SIDING MANUFACTURER -•-PLYWOOD SHEATHING PER STRUCTURAL Z-FLASHING SPRAY APPLIED 11 i a PER SIDING MANUFACTURER HARDIPANEL REVEAL 40 I `AIR AND MOISTURE BARRIER - BITUMENOUS DAMP SIDING SYSTEM A / c.1 -13 PROOFING a I a HARDIEPANEL REVEAL SYSTEM SEE A2.1 -11 = I B:0• 4 SEE ELEVATIONS A2.1 e f - 1x4 FURRING ® WOOD STUD WALL Y PER SIDING MANUFACTURER `' ,� CEILING n i PATCH AND REPAIR ! 2x4 FURRING AT + 2x4 FURRING AT CONC. ' 1_, 1 Z CONC. PANELS 40 a [GYP. +` PANELS. INSTALL PER SIDING (E) INTERIOR FURRING ��i 1 INSTALL PER SIDING +. SD CEILING 4a MANUFACTURER AS REQUIRED. '+ 1 3 1/2" HARDIETRIM. SEE ELEVATIONS A2.1 o MANUFACTURER ® VESTIBULE > CONFIRM WITH OWNER. 0 / 1 PER PLANS SPRAY APPLIED SITUMENOUS uI ift -i - N .4Q C DAMP PROOFING -H s ) 12'-Al r >ma -Nr1 = 2X4 WOOD CONC. TILT PANEL M $0.1 HARDITRIM i' T.O. OPNG. r s 2 FURRING PER f' '-..- (E) 5 Z--FLASHING PLANS -(N) COLUMN BEYOND - �, moms I- a 1/4" GAP DO NOT CAULK W (I) lit 0" EXT. F.O.CONC. 5 0 z BATT INSULATION ix INTERIOR FINISH ® FURRED 0 C 0 4 -401 2X4 FURRING 0 As CONC. PANEL BEYOND Ikl U' • - �rSTAIR PER PLANS --HARDIEPANEL REVEAL SYSTEM CO0 W STOREFRONT PER ELEVATIONS SEE A2.1-,N,..4 ED SEE ELEVATIONS A2.1 W CC STOREFRONT TYPES SEE A5.1 1 d I T.O. OPNG. INTERIOR FINISH {�' NEW INFILL WALL--- AR;--.. CI) ID '� .. I I_.-K- ) s, 'z--, v All } ------EXTERIOR- FINISH (N) INFILL WALL TO ALIGN Q U.II Q o t WITH (N) EXTERIOR FINISH (E) CONC. PANEL, � Cf) (f) cc a o Zi TYP. a, �^ DOOR AS SCHEDULED w / _ Z Q MP v . AO ♦ll. Q III V) - A 10" EXT. F.O.CONC. I 1 �� a40 I ZO0 1--- A 1 ® 1 1 I LU in - 6 10 I ad 8 Niir1 a- co A5.1 AS.1 1 I 1 X ui aI I I N I a u o a � CC I (FIN.FLOOR)t ---.-- L ` 0 _p 2x4 FURRING ® RETAINING WALL FIN.FLOOR) a r v (FIN.FLDOR) (I1N.FLOOR) c `r C 4 6 $ • `' / a �. 9 �w ;w ;� �. PER SIDING MANUFACTURERCC o5a I d a 4 -1!1;:::• :-I�;1----1 I i... ] :-77: 1 _ 4 a Q A 4 I �,� 11 Tr- 11 A b �Fl(= 11 11 I d i.1__-`1L.I I I I-1.11 1 a e a �.� _ I I� - a1 a """i �'-- -: 11=11 HI 11-..:.-:111E-11 A 4 NEW FOOTING . ` G a v : =1 11=1 7111 I I�= [1 I-1 11 ::i-- 4 4 4 1- 111-7-i I F F l I I I I II111 F i i! 4 PER STRUCTURAL a 4 4 a a �I 13-! I?E .=_T NEW EDDYING NEW FOOTING ; . III 1 I I=I I i " 4 a 1I, 111=11 I#,V III I j 1NEW FOOTING PER STRUCTURAL w 1 I I!I-E111=111=111= 4 � ° a • ° , 4 1 ,-1 i.-71 IF:::77-111:77"I: _; PER STRUCTURAL PER STRUCTURAL L=I 11=I 1 IE: I ' ' -111= 11-1 11-----111=1 I I 4 �.. i-111-1 11-111= I . . `' •A I: 4 1- _ 4 1=111E1111.-71-11-_-_ i_ _ 1 _..._. ._..._ ._... 11.�.�I i-�-.1 11 -1 I I----I!1 �� III-==III--�--I I 4 I-� ;,� '11-=111E111_=1 - a A .A 1...-1 1:�I J!_��.��11T.'� .11=0-111---11 .I _ q --ET=1 I I , 1-!F 1-I�1 -1 f --111 I�=-I 11-1=1=11 - I-III=I 1:-=1 I 1=1 ' . . 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PER PLANS SEE RELITE TYPES ,, V n i ENGINEERING V /,----/,---- GYP. BD. WOOD STUDS -- METAL RELITE FRAME PER LAN OVER INTERIOR FURRING BASIS OF DESIGN PLANNINGiii H.M. FRAME GLASS GYP. BD. MIMEINTERIOR S (E) CONCRETE PANEL �1ALL -- PROVIDE SPRAY ASTOREFRONT TYPES: GYP.0 PP ALUMINUM STOREFRONT 4 1/2" THERMALLY BROKEN ,SLOE BITUMENOUS DAMP PROOFING AT COLOR: DARK BRONZE 15895 SW 72ND AVE SUITE 200 II A � ' EXTERIOR FACE WINDOW TYPES: PORTLAND, OREGON 97224 jr 4 <>S 1 I )‘ 4 CASEMENT PICTURE UNIT T E L : 5 0 3 . 2 2 6 . 1 2 8 5 AIR AND MOISTURE BARRIER MODEL 9301, CASCADE F A x : s o 3 . 2 2 s . 1 6 7 0 - LAP OVER DAMP PROOFING MIN. 6" COLOR: TBD www . C I D A I N C . C 0 M I. -+ 0 I I A 1. INSULATED ALUMINUM GLAZING SYSTEM ✓ j A a f SHIM AS REQUIRED LOFFICE / ------------- V\ _ 2X4 FURRING ® (E) CONC. PANEL \ H.M. DOOR IDE RELITE FRAME L METAL GLASS STOP �_ - INSTALL PER SIDING MANUFACTURER. V BEYOND PAINT TO MATCH A. HEAD CONDMOK D. DOOR JAMB C. RELITE JAMB FRAME D. HEAD CQNIDTDOKi r BACKER ROD AND SEALANT I NOTE: HEAD & SILL CONDITION SIMILAR I aDERICUI 0 TYPICAL INTERIOR DOOR DETAIL WITH RELITE 4 TYP. ALUM. WINDOW JAMB @ FURRED CONC. PANEL 3" = 1'-0" °6200-04 ' 5. 3" = 1'-0" 08400-06 >11" / STOREFRONT BEYOND \i I g O 11 i- �r �� GYP. BD. CEMENT FIBER COMPOSITE W wie v) ALUMINUM STOREFRONT SYSTEM PANEL REVEAL SYSTEM Q Ur Z 1 CIC ALUMINUM STOREFRONT DOOR • DOUBLE STUDS AT JAMB .1=r ..,, ,, SYSTEM BACKER ROD & SEALANT I B 1/4" � 1X4 FURRING d NEROPER SIDING MANUFACTURER D M STOREFRONT DOOR WHERE O ,,, E w SLOPED CONCRETE SLAB a FLASHING SHOWN ON PLANS AIR AND MOISTURE BARRIER W D AS RECOMMENDED BY SIDING D ALUMINUM STOREFRONT SYSTEM Q 2 Q INTERIOR ALUMINUM THRESHOLD TO MEET ADA d CLAS ON GRADE - SEE STRUCTURAL �. A$A MANUFACTURER U FINISH FLOOR i ACCESSIBILITY STANDARDS-- SET IN D CONCRETE WALK - WHERE OCCURS ` `� CK px4 W00DLrNOOD PFURR NG STRUCTURAL \ LLCO BED OF SEALANT CD �_ N EXTERIOR WALKWAY > D EXTERIOR FINISH Cl�`1I1\ u j 1/2 MAX �� " „ 0 CAULK & BACKER ROD ...cm Q ^ Q @ FRY J MOULDING 0 r . V , 711--- BACKER ROD AND SEALANT 1/2" PLYWOOD Z O F- g ZWN 0 ALUMINUM STOREFRONT DOOR @ THRESHOLD s ALUMINIUM STOREFRONT @ FOOTING ALUMINUM STOREFRONT @ WOOD FRAME WALL 8 WINDOW - TYPICAL HEADER x W `0 z-, 3" = 1'-O" 08100-05 ' 5. 3" = 1'-0" • 3" - 1'-0" as4oa-o1 ' 5J. 3" - 1'-0" W QCC cs CENTERLINE OF STUD WALL AND \ FACE OF CONCRETE PANEL CENTERLINE OF MULLION GLAZING v HOLLOW METAL DOOR AND FRAME ALUMINUM STOREFRONT SYSTEM MULLION C FKERL48 f �' ALUMINUM STOREFRONT ------ • _ - INSULATED GLAZING SLOPE CONCRETE SLAB-"q- 11111211011 =MIALUMINUM THRESHOLD TO MEET ADA SEALANT OVER NEOPRENE GASKET-- g N L 0 4 ; NOTE: HEAD CONDITION SIMILAR ACCESSIBILITY STANDARDS--SET IN 1111111111 ATTACH TO STOREFRONT SYSTEM W/ 1- CONTINUOUS BED OF SEALANT PLI ADHESIVE TAPE V '' Ir. � r r N. EXTERIOR WALKWAY FLASHING STOREFRONTS & 1 �/2"r \ �PETA NICHANNESHED 6-GAUGE OLOR TO 1X4 FURRING WINDOW TYPES -�� - MATCH WINDOW SYSTEM PER SIDING MANUFACTURER STOREFRONT DOOR GYP. BD. --- - INTERIOR INTERIOR FLOOR FINISH I NOTE: JAMB CONDITION SIMILAR I A5■1 Q �� Q 4 M 9 ALUMINUM DOOR JAMB AND HEAD 10 HALLOW METAL DOOR @ THRESHOLD INTERIOR PARTITION @ MULLION WINDOW - TYPICAL SILL JOB NO. 170300.03 1 ' 5. 3" = 1'-0" 08100-06 ' 5. 3" = 1'-0" 491 3" = 1'-0" 3" = 1'-0" © 2018 CIat P.C./claw ALL marts REaNED O 4J DOOR SCHEDULE HARDWARE TYPES TYPE LOCATION OPENING DOOR FRAME ASSEMBLY HARDWARE: TYPE-1 HARDWARE: TYPE-9 e 140 NO. TYPE WIDTH HEIGHT THICK. MAT'L FINISH MAT'L I FINISH HDWR FIRE RATING NOTES 2 EA. RX-QEL-XP-9947-990NL-3 613 1-1/2 PR. BUTTS � 1 JOIQ CONCEALED VERTICAL ROD BAR W/ 1 EA. PULL FIRST FLOOR DOORS REX & NIGHT LATCH HANDLE TRIM 1 EA. PUSH PLATE a /; �-A___--)* 101 -A A VESTIBULE 6'-O" PRI 7'-O" 1 -3/4" AL/GL FACTORY FINISH ALUM. FACTORY FINISH 1 -- 1.3 2 EA. 5BB 4.5x4.5 TW4 1 EA. CLOSER .___,...�ORRAND, OR 102-A A LOBBY 6'-O" PR ' 7'-0" 1 -3/4" AL/GL FACTORY FINISH ALUM. FACTORY FINISH 2 -- 3 POWER TRANSFER HINGE STANDARD Ilk1 SET SILENCER 3�j 102-B A LOBBY 3'-0" 7'-O" 1 -3/4" SC PAINT HM PAINT 12 -- 3 2 EA. ADA ACTIVATOR 1 EA. WALL STOP '� 'r 14‘ 103-A B TRAINING/SHOWROOM 6'-0" PR 7'-0" 1 -3/4" AL/GL FACTORY FINISH ALUM. FACTORY FINISH 3 I -- 1 EA. ADA OPERATOR 2 EA. KICKPLATE 105-A D ENGINEERING 6'-O" PR 7'-0" 1 -3/4" SC PAINT HM PAINT 7 1 -- 3 2 EA. DOOR CONTACT (ACS) 105-B D ENGINEERING 6'-O" PR 7'-0" 1 -3/4" SC PAINT HM PAINT 7 1 -- 3 1 EA. WEATHERSTRIPPING & SWEEP HARDWARE: TYPE-10 106-A E T.R. 3'-0" 7'-0" 1-3/4" SC PAINT HM I PAINT 8 1 ----- 1 EA. ADA THRESHOLD 1-1/2 PR. BUTTS 107-A E T.R. 3'-0" 7'-0" 1 -3/4" SC PAINT HM PAINT 8 -- 1 EA. PASSAGE LOCKSET 108-A E T.R. / SHOWER 3'-0" 7'-0" 1 -3/4" SC PAINT HM PAINT 8 -- NOTE: BOTH LEAVES OF THIS DOOR TO BE 1 EA. CLOSER 109-A E JANITOR CLOSET 3'-0" 7'-0" 1 -3/4" SC PAINT HM PAINT 11 -- ELECTRIFIED 1 SET SILENCER r- 1 10-A E ELEV. MACHINE RM 3'-0" 7'-0" 1 -3/4" SC PAINT HM PAINT 11 -- 1 EA, WALL STOP m 111 -A E MECHANICAL 3'-0" 7'-0" 1 -3/4" SC PAINT HM PAINT 12 -- 3 HARDWARE: TYPE-2 2 EA. KICKPLATE co 112-A E GYM 3'-O" 7'-0" 1 -3/4" SC PAINT HM PAINT 10 -- o 112-B F GYM 6'-0" PR 7'-0" 1 -3/4" SC PAINT HM PAINT 15 -- 2 EA. RX-QEL-XP-9947-990NL-3 613 LU CONCEALED VERTICAL ROD BAR W/ HARDWARE: TYPE-11 120-A E WAREHOUSE 3'-O" 7'-0" 1 -3/4" HM PAINT HM PAINT _ 4 -- 3 REX & NIGHT LATCH HANDLE TRIM 1-1/2 PR. BUTTS n 121-A F CAGE 6'-0" PR 7'-0" 1 -3/4" HM PAINT HM PAINT 6 ---- 1 ,3 2 EA. 5BB 4.5x4.5 TW4 1 EA. STOREROOM LOCKSET 5 5 cn 121 -B -- CAGE 8'-O" -- -- -- -- -- -- 17 -- 4 POWER TRANSFER HINGE STANDARD 2 EA. KICKPLATEIx 11 z w 2 EA. ADA ACTIVATOR 1 SET SILENCER w 1.,...1v)ST2-A C STAIR-2 3'-O" 7'-O" _ 1 -3/4" SC PAINT HM PAINT 10 1 EA. ADA OPERATOR _ Z z m ST2-B E STAIR-2 3'---O" 7'-O" 1 -3/4" HM PAINT HM PAINT 5 -- 1 .3 2 EA. DOOR CONTACT (ACS) HARDWARE: TYPE-12 m o LY m OV AD DOORS 1 EA. ADA THRESHOLD 1 EA. 5BB 4.5x4.5 TW4 POWER TRANSFER HINGE o 0 o C OH-A OH WAREHOUSE 10'-O" 9'-O" STL FACTORY FINISH STL FACTORY FINISH 16 -- 3 NOTE: BOTH LEAVES OF THIS DOOR TO BE 1 EA. NDBOPDEU-REX RHO 24V 619 Lii> w 0 ELECTRIFIED LEVERSET W/ REX o Z i OH-B OH CAGE 10'-O" 9'-0" -- STL FACTORY FINISH STL FACTORY FINISH 16 -- 3 ELECTRIFIED w c) 0 El 1 EA. DOOR CONTACT (ACS) I- I- w o D HARDWARE: TYPE-3 2 EA. KICKPLATE cn u) C U co SECOND FLOOR DOORS 1 SET SILENCER W c0 Co Co rn cn 203-A E CONFERENCE 3'-0" 7'-O" 1 -3/4" ' SC PAINT HM PAINT 13 -- 2 EA. CONTINUOUS HINGE o rn 204-A E OFFICE 3'-0" 7'-0" 1-3/4" SC PAINT HM PAINT 14 ---- 2 EA. PULL HARDWARE: TYPE-13 c 205-A E OFFICE 3'-0" 7'-O" 1-3/4" SC PAINT HM PAINT 14 -- 2 EA. PUSH PLATE W S' 7-- cam, 205-B G OFFICE 3'-0" 7'-0" 1-3/4" SC PAINT HM PAINT 18 -- 2 EA. CLOSER W/ HOLDOPEN 1-1/2 PR. BUTTS 0 C 206-A E OFFICE 3'-O" 7'-0" 1 -3/4" SC PAINT HM PAINT 14 -- 1 EA. FLOOR STOP 1 EA. PASSAGE LOCKSET op N rn uc) 207-A E OFFICE 3'-0" 7'-0" 1-3/4" SC PAINT HM PAINT 13 -- 1 EA. WALL STOP 211 -A E WOMEN'S T.R. 3'-0" 7'-0" 1 -3/4" SC PAINT HM PAINT 9 -- HARDWARE: TYPE-4 1 SET SILENCER 212-A E MEN'S T.R. 3'-0" 7'--0" 1 -3/4" SC PAINT HM PAINT 9 -- 1 EA 5BB 4.5x4.5 TW4 POWER HARDWARE: TYPE-14 213-A E SALES OFFICE 3'-0" 7'-0" 1 -3/4" SC PAINT HM PAINT 13 -- ER HINGE 215-A E OFFICE 3'-O" 7'-0" 1 -3/4" SC PAINT HM PAINT 13 -- 1 EA1-1/2 PR. BUTTS 216-A E OFFICE 3'-O" 7'-0" 1 -3/4" SC PAINT HM PAINT 13 -- . TRANSFER EU-REX RHO 24V 613 1 EA. OFFICE LOCKSET 217-A E OFFICE 3'-O" 7'-O" 1 -3/4" SC PAINT HELECTRIFIED LEVERSET W/ REX 1 EA. WALL STOPM PAINT 14 -- 1 EA. WEATHERSTRIPPING & SWEEP 218-A E OFFICE 3'-0" 7'-0" 1 -3/4" SC PAINT HM PAINT 13 -- 1 SET SILENCER 219-A E ACCOUNTS STORAGE 3'-O" 7'-O" 1 -3/4" SC PAINT HM PAINT 12 -- 3 1 EA. KICKPLATE 221-A E OFFICE 3'-O" 7'-O" 1 -3/4" SC PAINT HM PAINT 13 -- 1 EA. ADA THRESHOLD 222-A E OFFICE 3'-O" 7'-0" 1 -3/4" SC PAINT HM PAINT 13 -- HARDWARE: TYPE-15 223-A E OFFICE 3'-0" 7'-O" 1 -3/4" SC PAINT HM PAINT 13 -- HARDWARE: TYPE-5 3-1/2 PR. BUTTS 224-A E OFFICE 3'-O" 7'-O" 1 -3/4" SC PAINT HM PAINT 13 -- 1 EA. RX-QEL-XP-99-990NL-3 613 2 EA. PASSAGE LOCKSET 2 EA. CLOSER ST2-C C STAIR-2 3'-0" 7'-0" 1 -:5/4" SC PAINT HM PAINT 10 CRASH BER W/ REX & NIGHT LATCH 1 SET SILENCER HANDLE TRIM 2 EA. KICKPLATE NOTES: GENERAL NOTES: ABBREVIATIONS 1 EA. 5BB 4.5x4.5 TW4 POWER TRANSFER HINGE 1. PROVIDE KEYPAD FOR ACCESS. COORDINATE 1. ALL DOOR HARDWARE TO MEET ADA REQUIREMENTS AL ALUMINUM 1 EA. DOOR CONTACT (ACS) HARDWARE: TYPE-16 n411( WITH OWNER. 2. COORDINATE DOOR HARDWARE COMPATIBILITY WITH GL GLASS 1 EA. WEATHERSTRIPPING & SWEEP 2. PROVIDE DOOR MOUNTED ROOM IDENTIFICATION ELECTRONIC LOCKING CONTROLS SC SOLID CORE WOOD 1 EA. KICKPLATE MOTORIZED OVERHEAD DOOR - SIGNAGE 3. DOOR OPENING FORCE ON ALL DOORS TO COMPLY HC HOLLOW CORE WOOD 1 EA. ADA THRESHOLD HARDWARE PER DOOR MANUFACTURER. 3. PROVIDE CARD READER FOR ACCESS. WITH 404.2.8, INTERIOR HINGED: 5.0 POUNDS MAXIMUM HM HOLLOW METAL 4. COORDINATE DOOR WITH OWNER. 4. COORDINATE KEYING OF ALL DOORS WITH OWNER FOR HMKD HOLLOW METAL KNOCK-DOWN HARDWARE: TYPE-6 OH DOOR MOTOR MUST BE COMPATIBLE W/ 61 PROPER USE AND OPERATION. PR PAIR OF DOORS ACCESS CONTROL SYSTEM. 5. ALL SC DOORS TO BE BJ-4, ROTARY NATURAL BIRCH STL STEEL 2 EA. 5BB 4.5x4.5 TW4 POWER TRANSFER HINGE ARCHITECTURE BY B-J MANUFACTURING, INC. (503)652-1510. 1 EA. ND80PDEU-REX RHO 24V 613 ELECTRIFIED HARDWARE: TYPE-17 6. NO HARDWARE SUBSTITUTIONS. LEVERSET W/ REX ENGINEERING 1 EA. AUTOMATIC FLUSH BOLT CAGE DOOR - PLANNINGU 1 EA. DUST PROOF STRIKE HARDWARE PER DOOR MANUFACTURER. 2 EA. DOOR CONTACT (ACS) INTERIORS 2 EA. WEATHERSTRIPPING & SWEEP SLIDING GATE W/ CARD READER. 2 EA. KICKPLATE INCLUDE M62FG MAG-LOCK W/ FMK-SL SLIDING 15895 SW 72ND AVE SUITE 200 1 EA. ADA THRESHOLD GATE MOUNTING BRACKET. Z BRACKET MOUNT. PORTLAND, OREGON 97224 TEL : 5 0 3 . 2 2 6 . 1 2 8 5 NOTE: DOUBLE LEAF DOOR. INACTIVE LEAF (L) TO FAX 5 0 3 2 2 6 1 6 7 0 BE MANUALLY PINNED IN PLACE. HARDWARE: TYPE-18 POCKET DOOR - WWW . CIDAINC . COM HARDWARE: TYPE-7 HARDWARE PER DOOR MANUFACTURER. 2 EA. 5BB 4.5x4.5 TW4 POWER TRANSFER HINGE 1 EA. NDBOPDEU-REX RHO 24V 619 ELECTRIFIED LEVERSET W/ REX 2 EA. CLOSER W/ HOLDOPEN 1 EA. AUTOMATIC FLUSH BOLT 1 EA. DUST PROOF STRIKE 2 EA. DOOR CONTACT (ACS) 2 EA. KICKPLATE 1 SET SILENCER NOTE: DOUBLE LEAF DOOR. INACTIVE LEAF (L) TO BE MANUALLY PINNED IN PLACE. >Pm HARDWARE: TYPE-8 CC 1-1/2 PR. BUTTS OI"-. 1— mom 1 EA. PRIVACY LOCKSET w U) W/ OCCUPANCY INDICATOR CI 1 SET SILENCER Q CC C..D z 1 EA. WALL STOP p It o 2 EA. KICKPLATE - 0 = CO lii I-11 p IY 51 W z o < oCC zZW Q 0 o0in1- In a W N (.0x W Q, W CC c, Gs I'D vn -0 ti 1 U --v 0 0 m 0 L a HARDWARE TYPES V a) A5.2 C 0° 0 N JOB NO. 170300.03 ©2018 OM P.CICICA au RIGHTS RESERVED W CONT. METAL CAP FLASHING GASKETED NAIL `` 12 e . 4 ,..2 l E J. AQ 1 _ 1/4I CLEAT ® 2'-O" 0.0. i LAP SIDING SEE ELEVATIONS A2.1 \ INTERIOR GYP. BD. �� z. AIR AND MOISTURE BARRIER ' (i 7 1'1' -rI RECESSED HORIZONTAL TRIM �. OR BASEBOARD AS SCHEDULED -� f IN LIEU OF FLASHING ® FLOOR BREAK \� �t - WATER RESISTIVE BARRIER " -- INSULATION —� 1/2" GAP -- DO NOT CAULK "i' EXTERIOR SHEATHING 3 r 4 / � = PER SIDING MANUFACTURER REQ. WOOD FRAMING-- � INTERIOR SHEATHING 1 � CONT. WOOD TOP PLATE ' — WOOD FRAMING WOOD RAINSCREEN FURRING ° ACROSS A DO NBRIDGEDTEFLOOR.EL BEYOND INSULATION ASSURE A COMPLEMENTARY BREAK �� MIN. 1 1 4" OVERLAP EXISTS FOR FURRING AND PANEL. m �,_' - / / 5/8" GYPSUM SHEATHING N I I- -- F PANEL JOINT CAN BE AT THE TOP x LAP SIDING I I / OR BOTTOM OF THE JOIST I J r% SEE ELEVATIONS A2.1 / / �� PANEL SIDING SEE ELEVATIONS A2.1it v) -. 1X4 FURRING MIN. 1/16" EPDM '-'-' w co 1/2" PER SIDING MANUFACTURER 'Z z 0.. ~ / PLYWOOD CD ix o .--"- i I - / Nk 1X4 WOOD FURRING STRIPS O o a 0 DZ I z —..i.- MEMBRANE ROOFING UP • PLYWOOD -- SIZE PER STRUCTURAL LLI w 71 Cl) a WALL AND OVER TOP PLATE L— cn cr, o o m W m co pp Cr) � li FIBER CANT O N o' (":1 N rn 0 ,, c, ,, D id o r ,- 0 0 (HARDIEPLANK SIDING) (HARDIEPLANK SIDING) (HARDIEPANEL SIDING) . T " "' L' 1 HORIZONTAL LAP VIEW 2 PARAPET FLASHING 3 PANEL REVEAL @ FLOOR BREAK ' 6. 3" = 1'-O" 6./ 3" = 1'-0" 07e20-06 ' 6. 3" = 1'-0., p CEMENT FIBER COMPOSITE PANEL - I L, V I \ RECESSED OUTSIDE CORNER TRIM --- _______---- LAP SIDING SEE ELEVATIONS A2.1 ...--------'- WOOD FURRING / VAPOR BARRIER _r� . WOOD RAINSCREEN FURRING PLYWOOD SHEATHING PER STRUCTURAL „I n j INSULATION ----,� CEMENT FIBER COMPOSITE PANEL WALL FRAMING A. RECE_SSED OUTSIDE / RAINSCREEN AIR SPACE RECESSED VERTICAL TRIM QORNER TRIM INTERIOR SHEATHING 1' / -ALIGN- BRAKE METAL - MATCH STOREFRONT (VERTICAL APPLICATION ONLY) All EXTERIOR SHEATHING �� -----------gr_____-- METAL FRAMING - SEE STRUCTURAL i LI • t BLOCKING AS NEEDED -�J - ARCHITECTURE / AIR AND MOISTURE BARRIER ==_ -_=_ J ENGINEERING ? ///////// / , \ PLANNINGU WOOD FRAMING — vL \ et 11L1 e INTERIORS \\ BACKER ROD & SEALANT � 15895 72ND AVE SUITE 200 • / ALUMINUM STOREFRONT SYSTEM WOOD FURRING B. VERTICAL JOINT \ 15895PORTLAND.SW OREGONAVE 9 7 224 00 VAPOR BARRIER TEL : 503 . 226 , 1 285 _ 11 I� PLYWOOD SHEATHING PER STRUCTURAL RECESSED HORIZONTAL TRIM FAX : 5 0 3 . z 2 8 . 1 s o S � �''' (HORIZONTAL APPLICATION ONLY) www . G I Q A I N G . C a M ) LEAVE APPROPRIATE WALL FRAMING \ 1 :.' ' GAP AND CAULK NOME EKE61QB CEMENT FIBER COMPOSITE PANEL — ii ii IIII + HARDIETRIM BOARD WOOD FURRING \ �,-11 ---1 � -�' r VAPOR BARRIER VERIFY ALL PANEL INSTALLATION PLYWOOD SHEATHING PER STRUCTURAL 1 ii WALL FRAMING \ LAP SlpING SEE ELEVATIONS A2.1 WITH MANUFACTURERS INSTRUCTIONS / R LEAVE APPROPRIATE AND REQUIREMENTS GAP AND CAULK C. HORIZONTAL JOINT (HARDIEPLANK SIDING) (HARDIEPANEL SIDING) 5 OUTSIDE CORNER 6 CORNER AT STOREFRONT 7 PANEL REVEAL TRIM DETAILS ' 6. 3" = 1'-0" ' 6. 3" = 1'-0" ' 6. 6" = 1'-O" MANUFACTURER DETAIL REVISED >m O I.— AIR AND MOISTURE BARRIER. CUT FLAP AT W CC WINDOW HEAD AS INDICATED TO INSTALL Q = CD Z FLASHING. FOLD FLAP OVER HEAD FLASHING C IX 0 o_ 0 LAP SIDING SEE ELEVATIONS A2.1 AND SECURE PER MANUFACTURER'S LAP SIDING SEE ELEVATIONS A2.1 RECOMMENDATIONS = ==1' — .-_ -,,I, ,---'- Cii) CO L.L.1 Lu INTERIOR GYP. BD. INTERIOR SHEATHING ~ I I FLANGED WINDOW. INSTALL AFTER SILL n Z0 CC 0 AIR AND MOISTURE BARRIER AIR AND MOISTURE BARRIER FLASHING IS IN PLACE. CAULK BACKSIDE U LLI WOOD FRAMING � WOOD FRAMING —� � OF TOP AND JAMB FLANGES ONLY. Q Q (in "' INSULATION ' EXTERIOR SHEATHING INSULATION EXTERIOR SHEATHING SELF ADHERING FLEXIBLE JAMB 0 _! FLASHING. INSTALL OVER Al.%%1 WINDOW FLANGE. Q Q WOOD RAINSCREEN FURRING WOOD RAINSCREEN FURRING DOOR—WINDR — SELF ADHERING OR PTAC UNII // O (,) L(7 ' -- BEYOND ( BEYOND FLEXIBLE HEAD , - _ =�- - MIN. 1 1/4" OVERLAP - - �:-�', I-� MIN. 1 1/4" OVERLAP FLASHING_ INSTALL Z1.1.1 N 4 OVER JAMB FLASHING BOTTOM PLATE BOTTOM PLATE / 5L. Li" (C) a �. w N ✓' 9 MOISTURE BARRIER MOISTURE BARRIER "' // - � ,' CC m , w / . �� STARTER STRIP J STARTER STRIP ' . // \ — A _ , ii__ . . „..-.- ,.- . -. -- .- - -- - - - --1 .-----' i. \ - MIN. 2" CLEARANCE \ INSTALL BUG SCREEN AS S INSTALL BUG SCREEN AS NECESSARY S NECESSARY -'f / ti PATH / DRIVEWAY / SLAB ' ! -- MIN. 6" GRADE CLEARANCE "- / -'�� N CONCRETE SLAB / • CONCREIk SLAB / MASONRY FOOTINGJMASONRY FOOTING f - GRADE ' SELF ADHERING �_ FLEXIBLE SILL FLASHING. WRAP OVER DETAILS SILL AND JAMBS AS SHOWN TO HEIGHT 6" MIN. ABOVE SILL A 6.1 m s HARDSCAPE CLEARENCE s GRADE CLEARENCE 12 OPENING PENETRATION FLASHING DETAIL JOB NO. 170300.03 ' 6. 3" = 1'-O" ' 6. 3" = 1'--0" ' 6. NOT TO SCALE DTL-302 © 2018 CIDA. P,C./CIDA ALL RIGHTS RESERVED n SHEATHING LAN 12 GA. HANGER WIRES CD 4'-0" 2x4 BLOCKING EA. SIDE OF JOIST im SHEATHING PER PLAN O.C. (TYP.) I • ' 1------‹ COMPRESSION BRACE, SEE s _..,zu_._ TOP PLATE - - INT. OR EXT. WALL ROOF OR FLOOR DECK SCHEDULE .,_ _ Aa. .. LW �� '� I I *' txfXl \ 12 GA. SPLAYED BRACE WIRES e `� I T BLOCKING `�"' ' EA. SIDE OF WALL = �� 2x4 BLOCKING AT 48" O.C. EA. 0 LESLE i APES , (TYP.) MAXIMUM ANGLE FROM SIDE OF PARTITION WALL Y �, �, �, HORIZONTAL IS 45 DEGREES e./ • JOIST BEYOND _� HTC4 CLIP AT 4'-0" O.C. MAX. �� OTE 5 tl pili' B 0 0 �'tI, x CROSS TEE PORi1.1306 OR e A • � � � � TOP PLATE � WITH 1 1/4" GAP �>,i I' 11306 � ►__�i 5/8, GYP. BD fi 1 OF 1 1771 EA. SIDE NOTE 2 NOTE 6 2x4 BLOCKING AT 48" O.C. .�- 1. MAIN TEE 1/8" �� EA. SIDE OF PARTITION WALL DUCT CLR SECTION A-A SUPPORT 2x4 BLOCKING `�, 2+� I►'� I, ►I PERPENDICULAR 00 ►I ►.I ►I 0I �� ` I �,� ``� j� TO WD WALL HTC4 CLIP > NOTE 1 > > *PPIP.' ! ; \ BLOCKING = .,.o 1- Vj/�� .� NOTE 4 m i i i i i i i ; i i �N i PROVIDE 2x4 BLOCKING WITH 1 1/4" �► ;. / NOTE 8cn TT r- • NOTE 7 FASTENER SCHEDULELu AIR GAP AT EACH JOIST r IcY • V ` / NOTE 3 CONSTRUCTION TYPE FASTENER REQUIREMENTS • WOOD 1/4" X 3" SCREW EYES SUPPORT WOOD STUD WALL, STEEL DECK PRE DROP WIRES, CMI DC1 OR DC, 2-1/4" METEAL DECK cn ui WOOD STUD WALL -- w w w ui LOCATE WALL STUDS EACH SIDE OF 1- PERPENDICULAR 5/8 GYP. BD i w w M JOIST W/ 1 8" AIR GAP TO WD WALL EA. SIDE 4.- f SCREW EYES ix w w cnEL / w SECTION B-B 8 MAX 1I POST TENSIONED CONCRETE PRE DROP WIRES, EMBEDS, 1/4" X 3/4" METAL HIT ANCHORS z z _ mo Et LD . �' EXTEND GYP. BOARD FULL HEIGHT •. / wCC z z NOTES: o Q w V. w J CEILING WHERE OCCURS -- _i WHERE CEILING DOES NOT OCCUR J J Q o- w SEE REFLECTED CEILING PLAN w 1. LATERAL BRACING: 12 GA WIRE © 12'-0" O.C. EACH WAY, MAIN RUNNER TO STRUCTURE. COMPRESSION STRUT SCHEDULE Lu o °' (-' L' _ _ CEILING -- SEE REFLECTED BEGIN BRACING WITHIN 4'-0" OF PERIMETER AND 2" FROM CROSS MEMBERS. MAX. LENGTH OF STRUT STRUT REQUIREMENTS a o Z CEILING PLAN I z o o — A — 2. ADDITIONAL 12 GA. HANGING WIRE WITHIN 8" OF PERIMETER. w w c7 Sr) o L� Z LL 5'-10' 1/2' DIA. CONDUIT (EMT) WOOD STUD WALL -- SEE 3. STABILIZER BAR BETWEEN ALL MEMBERS ® PERIMETER. �> n U, o 0 m H J 7 -8 3/4 DIA. CONDUIT (EMT) z FLOOR PLAN /� 4. TRAPEZE DUCTWORK AND OTHER LARGE OBSTRUCTIONS, COUNTER SLOPE. HANGER WIRES AND 00 cn 1/ BRACING CANNOT TOUCH DUCTWORK OR PIPES. 9'-9" 1" DIA. CONDUIT (EMT) H co co °� w . • w INTERIOR FINISH -- SEE Q ._ • = 5. CONNECTION DEVICE TO HAVE 200# CAPACITY. OR 3 TIMES CEILING DESIGN LOAD PER 12'-0" SINGLE 1-5/8" X 20 GA METAL STUD ° N ..' N N °1 v c� FINISH SCHEDULE O N ch cn MANUFACTURER. SEE SCHEDULE. 15' -0" BACK TO BACK 1-5/8" X 20 GA METAL STUDS _ _ = SOUND ATTENUATION BATT -- 6. VERTICAL STRUTS AT 12'-0" O.C. E.W. O r - o O 1 Li) WHERE INDICATED 113 -6 SINGLE 2-1/2" X 20 GA METAL STUD o z • z 7. 2" WALL ANGLE WITH #6 SCREW AT 2'-0" OC MIN. 1 15'-0" BACK TO BACK 2-1/2" X 20 GA METAL STUDS to ,- N "n nh' `-) ,i ATTACH WOOD PLATE TO FLOOR WITH 8. ATTACH END OF GRID FRAMING TO WALL ANGLE ON TWO SIDES OF ROOM. PROVIDE 3/4" wWOOD PLATE w POWDER DRIVEN ANCHORS AT 4'-0" CLEARANCE AT FREE ENDS OF GRID FRAMING. u) cwn O.C.- SET IN BED OF SEALANT PROVIDE HEAVY DUTY CEILING SUSPENSION SYSTEM CONFORMING TO THE REQUIREMENTS OFF ASTM C-635--00. • • FINISH FLOOR REFER TO STANDARD FOR ADDITIONAL INFORMATION, COPIES ARE AVAILABLE AT ARCHITECT'S OFFICE FINISH FLOOR ' l-[--11 _1_1 .1_1_ _LJ_ _JJ___ --LL- 1- • I NOTE: 2x6 STUD WALL SIM. + A SUSPENDED CEILING SUPPORT AND 1 INTERIOR PARTITION WALL - TYPICAL 2 INTERIOR PARTITION WALL -- TYPICAL 3 LATERAL BRACING 4 SEISMIC BRACING FOR SUSPENDED CEILING ` 6. 3/4" = 1'-0" 092900-08 " 6. 3/4" = 1'-O" 092900-08 6. 3/4" = 1'-O" 095123-01B s. 3/4" = 1'-0" 095123-02 nil RED OAK TRIM CLEAR STAIN WITH 61 BLACK PUTTY FILL WITH STRAIGHT MI ARCHITECTURE EDGE- ATTACH WITH LAG SCREWS ENGINEERING AT 32" O.C., COUNTERSINK AND PLUG HOLES I) PLANNING r , � INTERIORS to 15895 SW72ND AVE SUITE 200 1/1/4:1-, .. 400 : PORTLAND, OREGON 97224 f. iX TEL ; 5 0 3 . 2 2 6 . 1 2 8 5 0 • k FAX : 5 0 3 . 2 2 6 . 1 6 7 0 O �. W W W C I D A I N C C O M Z GYP. BD. FINISH ON STUD WALL o ' I :. CONT. DOUBLE TOP PLATE - - s 8 DETAIL AT TOP OF PARTIAL HEIGHT WALL • 6. 3" = 1'-0" 092900-06 >1..11 O mom- (I} Cluj griri CI bmim CD Z o = UmD CD W W MfX Wz o i: .`i CO < Cc z Q I.4,' III V) 0 • %. 2X4 WOOD STUDS AT 2'-O" DC oC..) . TYP, TO STRUCTURE {n lirIII `.�i 5/8" GYPSUM BOARD TYP, TO X Lii t0 STRUCTURE w .j 4X12 WOOD HEADER CC w LUS26 FACE MOUNT HANGER 0 ..,.j - -2X6 JOISTS AT 2,-0" OC o 0 �-- TYPICAL AT GYPSUM WALL - BOARD CEILING N I SEE RCP Iv .9 5/8" GYPSUM BOARD, TYP 0 d WALL BELOW INTERIOR DETAILS c. A6.2 0 g 12 CEILING DETAIL h. JOB NO. 170300.03 ` 6. 3" = 1'-0" 09580-03 MOD. o © 2018 MA, P.C./010A ALL RIGHTS R v ESERVED- W loisetomm tioni ROOM FINISH SCHEDULE LIST OF FINISI•ES , , NORTH EAST SOUTH WEST FLOORS BASES WALLS CEILINGS CASEWORK e„ �` ROOM # ROOM NAME FLOOR BASE WALL WALL WALL WALL CEILING NOTES ROOM # I CPT-1 B-1 PT-1 CL-1 PL-1 VISLIE J01� �?101 VESTIBULE LVT-1 B-1 PT-1 PT-1 PT--1 PT-1 CL-1 -- 101 CARPET TILE ROPPE RUBBER BASE, 4", PAINTED GYP. BOARD, PAINTED GYP. BOARD, PLASTIC LAMINATE102 LOBBY LVT-1 B-1 PT-1 PT-1 PT-1 PT-1 CL-3 -- 102 MILLIKEN, MORAINE, 193 BLACK BROWN FIELD BENJAMIN MOORE, BENJAMIN MOORE, VERTICAL CASEWORK ( o •RELIEF, REF145, WILLIAMSBURG, CW-710, MOONLIGHT WHITE UPPERS, FORMICA, '103 TRAINING/SHOWROOM LVT-1 B-3 PT-1 PT-1 PT-1 PT-1 CL-2 -- 103 TERRAIN, MONOLITHIC BRUTON WHITE OC-125 MISSION WHITE 933-58, OR1 PORTLAND, O Ilk MATTE FINISH 104 OPEN OFFICE FLEX SPACE LVT-1 B-1 WC-1/PT-1 PT--1 PT-1 PT-1 CL-3 -- 104 IOF %.1e 105 ENGINEERING OPEN OFFICE LVT-1 B-1 PT-1 PT-1 PT-1 PT-1 CL-3 -- 105 LVT-1 B-2 PT-2 CL-2 PL-2 ��++++ LUXURY VINYL TILE, ;ROPPE RUBBER BASE, 4" PAINTED GYP. BOARD, ARMSTRONG, 2X4 PLASTIC LAMINATE 106 TOILET ROOM T-1 B-3 PT-1/WC-2 PT-1/WC-2 PT-1/WC-2 PT-4/WC-2 CL-1 1 106 MILLIKEN, LVT NATURAL, 147 LIGHT BROWN BENJAMIN MOORE, ACOUSTICAL CEILING VERTICAL CASEWORK LOOSE LAY, HERITAGE 1 CASTLE GATE CSP-75, TILE, CIRRUS 581 , .LOWERS, PIONITE, 107 TOILET ROOM T-1 8-3 PT-1/WC-2 PT-4/WC-2 PT-1/WC--2 PT-1/WC-2 CL-1 1 107 WOOD, COURAGE HER76 1LOCATION TBD TEGULAR, FINE TEXTURE WALNUT GROVE, WW050 TL, TIMBERLINE 108 SHOWER T-1 B-3 PT-4/WC-2 PT-1/WC--2 PT-1/WC-2 PT-1/WC-2 CL-1 1 108 i SC-1 B-3 PT-3 CL-3 PL-3 109 JANITOR CLOSET SC-1 B-1 PT-1 PT-1 PT-1 PT-1 CL-3 -- 109 SEALED CONCRETE PORCELAIN TILE, PAINTED GYP. BOARD, 'EXPOSED CEILING TO PLASTIC LAMINATE m BEDROSIANS, PALAZZO, BENJAMIN MOORE, 'STRUCTURE COUNTERTOP, D 110 ELEVATOR MACHINE ROOM SC-1 B-1 PT-1 PT-1 PT-1 PT-1 CL-3 -- 1 10LU ANTIQUE COTTO, COVE, WILLIAMSBURG, CW-680, WILSONART, GREY MESH 11 11. 1 MECHANICAL SC-1 B-1 PT-1 PT-1 PT-1 PT-1 CL-3 -- 111 STPPAL 612COVE, 6X12 MOPBOARD BLACK 4877-38 FINE VELVET 1 GROUT: TBD LOCATION TBD FINISH 120 WAREHOUSE SC-1 B-1 PT-1 PT-1 PT-1 PT-1 CL-3 -- 120 w w Li 121 CAGE SC-1 B-1 PT-1 PT-1 PT-1 PT-1 CL-3 -- 121 T-1 PT-4 PL-4 LU W 1-- 122 GYM LVT-1 8-1 PT-1 PT-1 PT-1 PT-1 CL-3 -- 122 PORCELAIN TILE, PAINTED GYP. BOARD, LAMINATE DECO METAL, 1_ 1_ Liw V) BEDROSIANS, PALAZZO, BENJAMIN MOORE, FORMICA, M5307 PLEX2LLJ Li 1_ m w _ STPPALAC1224, ANTIQUE COLOR STORIES, UMBRA m m o cx COTTO (AC) 12X24 CSP--1075, BYZANTINE, o o w 0. w NORTH EAST SOUTH WEST w w o D CL ROOM # ROOM NAME FLOOR BASE WALL WALL WALL I WALL CEILING NOTES ROOM # MONOLITHIC INSTALL LOCATION TBD GROUT: TBD o o Z I z 201 HUDDLE LVT-1 B-1 PT-1 PT-1 PT-1 PT-1 CL-3 -- 201 VCT-1 PT-5 QTZ-1 o 0 202 BREAK AREA LVT-1 B-1 PT-1 PT-1 PT-1 PT-1 CL-3 -- 202 VINYL COMPOSITE TILE PAINTED GYP. BOARD, QUARTZ COUNTERTOP u) ur) n c� CO ARMSTRONG-EXCELON, BENJAMIN MOORE, AND 4" BACKSPLASH, W GD co co Q' 6' 203 CONFERENCE CPT-1 B-1 PT-1 PT-1 PT-1 PT-1 CL-2 -- 20.3 TBD WILLIAMSURG, CW-265, CAMBRIA, Q 204 OFFICE CPT-1 B-1 PT-1 PT-1 PT-1 PT-1 CL-2 -- 204 CHARLTON BROWN, HOLLINSBROOK, 121 - c71 N p LOCATION TBD WATERSTONE COLLECTION 205 OFFICE CPT-1 B-1 PT-1 PT-1 PT-1 PT-1 CL-2 -- 205 W o T o O Tn ID r- CV 206 OFFICE CPT-1 B-1 PT-1 PT-1 PT-1 PT-1 CL-2 -- 206 RB-1 WC-1 QTZ-2 RUBBER TREAD AND SLAB, COSENTINO, QUARTZ COUNTERTOP 207 OFFICE CPT-1 B-1 PT-1 PT-1 PT-1 PT---1 CL-2 -- 207 RISERS, ROPPE, DEKTON, TRILIUM TECH AND 4" BACKSPLASH, 208 HALL LVT-1 B-1 PT-1 PT-1 PT-1 PT-1 CL-3 --- 208 SAFETCORK TILE, P147, COLLECTION, 0.8CM BEDROSIANS, SEQUEL LIGHT BROWN QUARTZ, CAPE COD 209 COPY/MAIL LVT-1 B-1 PT-1 PT-1 PT-1 PT-1 CL-1 -- 209 GREY, POLISHED 210 HUDDLE LVT-1 B-1 PT-1 PT-1 PT-1 PT-1 CL-1 -- 210 WD-1 WC-2 QTZ-3 211 WOMEN'S TR T--1 B-3 PT-1/WC-2 PT-1/WC-2 PT-4/WC-2 PT-1/WC-2 CL-1 1 211 RECLAIMED WOOD TILE WAINSCOT 48"A.F.F. QUARTZ COUNTERTOP, 212 MEN'S TR T-1 B-3 PT-4/WC-2 PT-1/WC-2 PT-1/WC-2 PT-1/WC-2 CL-1 1 212 TREADS, TERRA MAI, RED UNITED TILE, ROYAL BEDROSIANS, SEQUEL OAK MOSA, 15THIRTY SERIES, QUARTZ, STATUARIO 213 SALES OFFICE CPT-1 B-1 PT-1 PT-1 PT-1 PT-1 CL-2 -- 213 COLOR 15010, 6X12, QUARTZ, POLISHED 214 COPY/SUPPLY LVT-1 8-1 PT-1 PT-1 PT-1 PT--1 CL---1 -- 214 GROUT: TBD 215 OFFICE CPT-1 B-1 PT-1 PT-1 PT-1 PT-1 CL-2 -- 215 _ ,, 216 OFFICE CPT-1 B-1 PT-1 PT-1 PT-1 PT-1 CL-2 -- 216 217 OFFICE CPT-1 B-1 PT-1 PT---1 PT-1 PT-1 CL-2 -- 217 nil 218 OFFICE CPT-1 B-1 PT-1 PT-1 PT-1 PT-1 CL-2 -- 218 219 ACCOUNTS STORAGE CPT-1 B-1 PT-1 PT-1 PT-1 PT-1 CL-2 -- 219 220 OPEN OFFICE CPT-1/ B-1 PT-1 PT-1 PT-1 PT-1 CL-3 -- 22061 LVT-1 ARCHITECTURE ENGINEERING NORTH EAST SOUTH WEST ROOM # ROOM NAME FLOOR BASE WALL WALL WALL WALL CEILING NOTES ROOM # PLANNING111 ST-1 STAIR-1 WD-1 -- PT-1/WC-1 PT-1/WC--1 PT-1/WC-1 PT-1/WC-1 -- -- ST-1 INTERIORS ST-2 STAIR-2 RB-1 B-2 PT-1 PT-1 PT-1 PT-1 -- -- ST-2 15895 SW 72ND AVE SUITE 200 GENERAL NOTES: PORTLAND, OREGON 97224 1. TEL : 5 0 3 . 2 2 6 . 1 2 8 5 NOTES: FAX : 5 0 3 . 2 2 6 . 1 670 1. PROVIDE EPDXY PAINT. W W W . C I D A I N C . C 0 M 2. >III U W i CC CD z D o V OD LLI w pCt W z o 0 (0Q cn o Q Q oviE (9) W r z XWC.S3 a LL! 0 OCC O a' O Cl a m a' 3 v O r pQ Q - a m 3 U cv O t a FINISH LEGEND & , SCHEDULE d a 0 0 A7.0 2 4 JOB NO. 170300.03 2 ©2018 co, P.C./ODA Ail RIGHTS RESERVED o -- diiiiiiiW FINISH FLOOR PLAN GENERAL NOTES40- , ,S 1. VERIFY ALL FINISH SELECTIONS WITH TENANT AND OWNER PRIOR TO iv 4111 0 0 0 0 4111 6 6.5 0 ORDER/INSTALL. lE�LE DIES 2. FURNITURE SHOWN FOR REFERENCE ONLY. FURNITURE TO BE TENANT SUPPLIED/COORDINATED. 11 OR ` I I I 3. HATCHES SHOWN FOR REPRESENTATIONAL PURPOSES ONLY. CONTACT e' �,s c4C ARCHITECT/DESIGNER FOR INSTALLATION DIRECTIONS AND METHODS. OF 1 I I I I I 4. ADDITIONAL ELECTRICAL OUTLETS TO BE ADDED/PROVIDED BY I I I SUB-CONTRACTOR TO MEET ELECTRICAL CODE. CONTRACTOR TO VERIFY WITH TENANT FOR EXACT REQUIREMENTS AND LOCATIONS OF ELECTRICAL/DATA/PHONE OUTLETS. TENANT RESPONSIBLE FOR CONTRACT FOR I I I I I I I LOW VOLTAGE DESIGN AND INSTALLATION. t- I f I I I I m 6. NO TRANSITIONAL STRIP TO BE USED BETWEEN CPT-1 AND LVT-1 D w ce 7. PROVIDE STAINLESS STEEL METAL TRIM (SCHLUTER OR EQUAL) AT ALL I •0 o 9OUTSIDE AND INSIDE CORNERS AT WALL TILE LOCATIONS �d lr z 3 L w W fn W w G LJ ! 0_ 0_ 0 LEGEND o o Lj L 0 CAGE o z 1 121 101 ROOM NUMBER 1- w w o 0 cn cn o u m EXISTING WALL 1:1 0o co u0 rn Cr/ Q INTERIOR PARTITION o I� rn rn WAREHOUSE 0 ` ` \ ` 120 PLUMBING PARTITION w al N D o 0 C. V) Iq N M u') CPT-1 -� � LVT-�1 INi �_ T-1 i.,r, T1J �_ 1 ].. 0 " 109 iVATOR NE ROOM MECHANICAL I 1 ._ __. 1. I I UP 110 1t1 � I -1— � B f - - 4A. :: sT 2 _ _ _ � �_.� _ _ •• � VCT-1 FST�R+ STAIR nC)-n . ___T_____L____T______T T_ 0 •�+ESTIBULE + t T.R. ir- n4::( I _• �!171"' Im ' SHOyyEr: J - Tt_- - - 101 A I 1 �, ; RT-1 I ; - - -�- , 'tCi 1 in ,.".\ 1 1 os 1°7 1 11 __ �SI_ l 11 LOBBY . :•: _. . 102 I I ti I � ,`.`••*.4+i•. 61• J I 1 -]_ I I ___....i J F_ T T... L -;- -1 :#: :#.�.�.4. WD-1 A8.1 - i- • , . • .•,•+• ARCHITECTURE 1 --r- -- —r-- `r`- .. 1 I I J 1 I - I f 1 I I L_ . . . . . . glil i _._ �_ .�__. ._ O _ii. T_-I I ---. . [ ENGINEERING r ---r- i ,— T I TI ' - I i „�___ € i r I I I I SC PLANNING gig ;TY] I ITir 1 -L- - I I F- . - . _�-�-._ INTERIORS `__ �- 1 1 L 1 I I 1 I I I 1 ! J 1 I' -- I I _. _ I 1 —,-- I --� -� L -- -�. ... mi""mm" PT-2 TBD - I 01._ . _. i.. - -- I 1 5895 SW 72ND AVE SUITE 200 I .. . I--- I ••----T I I I -f - �— -- I - . __. I. i- �--_ -"� ENGINEERING - 1 ' L - - ., I - I I 1 1. OF ICE � 1 1 1 I I ■■M■■!�•■ PT-3TBD PORTLAND, OREGON 97224 OPEN F I �T — -I - - i -.--_ _- - _I_ Q - I L l._ r. I I - . - f 105 1) i -- 1------r___1j �� I..... I.- I. .. . - I -I _. _I �. i _ WC-1 FAX : 5 0 3 . 2 2 6 . 1 670 —. - � -��iil.� I I I OPEN OFFICE �..-..- TRAi�iING / SHOWROOM I I I I I _ I ! 1 L_ T WWW . C I D A I N C . C o M " FLEX SPACE` 1 1 _-�__ I I - 1 - �- . _.._L__ - - - . 103 L I _-- _ 104 -- l 1__._.__ J I WC-1(WAINSCOT)/PT-1/PT-4 I I I ! 1 _lr -_�L I I i�i.-..__._T-. � � SEE DETAIL -- r I -- - _ I -- _ __. _ _� I l. 1 JAI IM.I I I 'EMI i�� . . I l 1 1 1 T -- .... =1u -- I ,. 1iIt NE i L--�- �� ]_ # _ i lI I -_.. 0„, T _ , ,I ' T. _.__ — - = I 1 . --- -�-, L I FINISH FLOOR PLAN KEYNOTES !0 -- I 1 -- I ! i — i -- -E___ _ f �� J _I ' I-- T T -----7- ---- -. _ _1_4411_2:7jr CI OPROVIDE ADA COMPLIANT STAINLESS STEEL METAL TRANSITION STRIP (SCHLUTER OR EQUAL) BETWEEN FLOORING MATERIALS WHERE IINDICATED I I I I I I I I k >imi I I I I I I I II I I I 0 I I I I f a: 17) I I I I 11cc w< no z I I I I I I I I C7 O 1 I I 1 I I I d 0 0 CO W 6 6.5 a CC o 0 • CI ® CO ry.dZ Z 111Cr) 0 CI) 2 NORTH a u Q. FIRST FLOOR FINISH PLAN wW 11 40 1/8- - 1'-cr. CC a m IN x7 n v f, 3- 8 m t a U N G A 2 Q FIRST FLOOR FINISH PLAN & SCHEDULE 1 U 8 A7.1 a n R JOB NO. 170300.03 a ©2018 OK P.C./CEA ALL RIGHTS RESERVE© vu 0 iu „ „ FINISH FLOOR PLAN GENERAL NOTES , 1. VERIFY ALL FINISH SELECTIONS WITH TENANT AND OWNER PRIOR TO or- c. O0 © ® 6 6.5 0 ORDER/INSTALL. 411 0 2. FURNITURE SHOWN FOR REFERENCE ONLY. FURNITURE TO 8E TENANT t • SUPPLIED/COORDINATED. FORUM. OR11306 ` I I I I 3. HATCHES SHOWN FOR REPRESENTATIONAL PURPOSES ONLY. CONTACT /A `\•'`fit ARCHITECT/DESIGNER FOR INSTALLATION DIRECTIONS AND METHODS. I 4. ADDITIONAL ELECTRICAL OUTLETS TO BE ADDED/PROVIDED BY 1 I I I I + SUB-CONTRACTOR TO MEET ELECTRICAL CODE. CONTRACTOR TO VERIFY WITH TENANT FOR EXACT REQUIREMENTS AND LOCATIONS OF ELECTRICAL/DATA/PHONE OUTLETS. TENANT RESPONSIBLE FOR CONTRACT FOR 1 I I I 1 I I LOW VOLTAGE DESIGN AND INSTALLATION. --- f m 6. NO TRANSITIONAL STRIP TO BE USED BETWEEN CPT-1 AND LVT1 n -- iii Cc 7. PROVIDE STAINLESS STEEL METAL TRIM (SCHLUTER OR EQUAL) AT ALL OUTSIDE AND INSIDE CORNERS AT WALL TILE LOCATIONS I A [t- - -4.- I I t I I� L E cn I oc III, 111 0 I F.. � UJ w 0 _ 11fI ID OFFICE w w a Ii1i1 FERE li! r lD \ 224 203 - LEGEND � Illl II! I I ----_- 0 i o I Z IIII OPEN OFFICE C1 j _.) [ 101 ROOM NUMBER '�' o I VT C17 D U CO 220 OFFICE Illi II I 1 i 223EXISTING 1VALLwmd, �,1 1 I 1HI ._.L...- -----i ,.L.--_- [ 1 i= INTERIOR PARTITION a N rn ••••.: N rn T I 1 I 1 I 1 I�—_ f I I ---- I PLUMBING PARTITION a r - a a 1_Ai/ D uL,-1-7---- . tn \ I 1.. - 1-- I �-- - I - I - i I �� 1 I I I - ..- CPT-1 me �r 1 - SALES TTIi7 A8 di- I I tot - - _ - OFFICE �I �� ” A � --p 0 1 I r;8.1 -.-. ._— COPY - .... 1 LVT-1 _ I - I I� A8.1 L Q� 02113 I SUPPL/YOFFICE ` ' 214 215 1 j —_.I_.2___._ __ j \ BREAK f 1_in llft- it Z L_ O FICE r �- __ + ARES - - • I• III ■r -16 J __ w T� 1 r T_1 I ! r f 2Q2 w1 1.N2 � M� 212 TR I I - L i I ariii I I. �,- XF --C DN 1 F ._- . T ACCOUNTS �� -_ I 1 _ _ _ _ - B - - T I ---- - _ --7 �► 3 ' STORAGE -- - - - - - - B ` , VCT-1 +•+.+ " STAIR ♦;' • �_; 1-_ STAIR + + + + r T°` - _ A A 1 _I ! 219 -, ST-2 1TAim ST-1 r r + L 4°4(11111k En' IT911 °- B A ■ . + �� /�� L � Il 1111 0 RT-1 A8. + . + , � I -0 + _ � OFFICE i-4 OFFICE 'O ..-'. .< j a ' 217pc_ jai :_: �:� . 211 +•+•+•+++,+r+ jah01-1-0-r I L _... I �� I - `,`,`.`,+, , , IIII ARCHITECTURE I 1=1- �� _ OPEN OFFICE I �-.J `-` 6ENGINEERING - ,- t 220_l._ = COPY HUDDLE -�fI MAIL �' 210 L _-- _ I 1 209 -_i_ 0 SC PLANNING I HUDDLE T _ 1 --- �- [ I INTERIORS :I . , �__ _ r -- __ I LL_.... - _ 1, I 201 I � �- I �� I �11�1�� PT-2 TBD 15895 SW 72ND AVE SUITE 200 — I I I �. I _r. J OFFICE ■��■ PT- 3 TBD PORTLAND, OREGON 97224 I �_ L — 1 222 TEL : 503 . 226 . 1 285 //<;> `� WC-1 FAX 5 0 3 2 2 8 1 6 7 0 0 LP _� - - �. .. . WC-1(WAINSCOT)/PT-1/PT-4 Www c I D A I N c C O M =i3 n o ci o o o \ SEE DETAIL 1 1 1 _ ,, „._ 1 _ 1 !I fl OFFICE OFFICE OFFICE OFFICE OFFICE �" l 221 204 205 206 207 fl n11I_in FINISH FLOOR PLAN KEYNOTES 111 ,..-. r . . _ • _ . 1 _4_ . Fa: rinj- __ . i_ ID 0 PROVIDE ADA COMPLIANT STAINLESS STEEL METAL TRANSITION STRIP (SCHLUTER OR EQUAL) BETWEEN FLOORING MATERIALS WHERE IINDICATED >III ± FM. I l I I I I I 0 ME= I I I I I I I I r CI w CO CC M 0 Z I I I I I I I CC CC O i I I I l d 0 D CCW 0 0 0C 6 6.5 U Z O 0 0 0 41111 • IP lial Cf) <z z iii u') 015o01- NORTM SECOND FLOOR FINISH PLANu.j '� a co a 0110 - a �/a 1 -0 w Lii ,„. clic ,,,, 1 -, m A lA.0 3 .73 Cs / Qr pd c t- (-1 Na N q L II. 2, SECOND FLOOR FINISH PLAN AND '^ SCHEDULE d V 4 A7.2 I JOB NO. 170300.03 / ©2018 oak P.C./CIa All RIGHTS RESERVED J iiiiilli LEGEND W � 101 I ROOM NUMBER ey. 4 �� 101-A DOOR NUMBER LESLE J. JaEY y�1 FOE FINISH OF FACE e--, • INTERIOR STUD WALL pOMO, OR t` 0 GENERAL NOTES OF `s �� 0 1. SEE SHEETS A8.4 FOR MOUNTING HEIGHT INFORMATION. 0 2. PROVIDE HOOK AT SHOWER LOCATION MOUNTED AT 48" AFF TO COMPLY WITH ICC A117.1-2009. AI ©I© ELEVATION KEYNOTES m m A8.3 0 SIM. A8.3 A8.3 SIM, 14 3 EQ. © 8'-1 1 " A' 4' 6" 1'' I O W-1: PAINTED GYPSUM BOARD 0 HANDS FREE SOAP DISPENSER ce /,, , f ` © B-1: BASE 0 WAINSCOT 54" A.F.F- PER SCHEDULE I > it PL-1: P-LAM VERTICAL CASEWORK W/ 0WALL MOUNTED INFANT CHANGING TABLE ``' ``' vii N V i 0 ----��" ��- �_--�- -- A8.3 A8.3 A$.3 --,, ,t,,./ I I % a k J i i 3 ADJUSTABLE SHELVES AS DRAWN CC Er I- o 0 _� 1).'-0 0 PL-2: P-LAM VERTICAL CASEWORK W/ 0 RECESSED TOWEL/TRASH DISPENSER 1 uj W n • y C2....) 0 ADJUSTABLE SHELVES AS DRAWNZ z I- O ® 0 \ �, ` ' TOILET PAPER DISPENSER m m a oc m O - I _ - I - 0 5 PL-3: P--LAM COUNTERTOP a a LU a ( ( ' - O - l 0 .�- 0 TOILET PARTITION PER PLAN o o CC [ i i I , 1 0 �1. _ I II------ -- . 1 0 I II ` 11 . 0 6 QTZ-2 QUARTZ COUNTERTOP °0 0 �I I0 C' - 0 '` = uSTANDARD WATER CLOSET o o z z © OPEN OPEN 0 7 QTZ-3 QUARTZ COUNTERTOP w w Ul _J 5'-4" 3 -5" 3'-O` I • • 8 SPEED BRACING AS NEEDED 0 ADA ACCESSIBLE WATER CLOSET 1~-, 1„ wa m ' /, „ / l'---�'-6" 8'-6" 1'-6".. -1" 0ADA ACCESSIBLE URINAL w Co 0o to am rn 4'-11" ) 2'-p" ,2'-O" , 3'-0" �,- 6"�-1" l� 1 1 -9 �� 1' / 12' 1C' �, 9 UNDER COUNTER REFRIGERATOR - PROVIDE a ^ rn VERIFY VERIFY POWER - ADA ACCESSIBLE SHOWER CV N Ri 13'-7" ELEVATION A ELEVATION B o 10 REFRIGERATOR - PROVIDE POWER/WATER 0 MIRROR iii o ,-- - 0 I 0 2-BOWL SS SINK W/ ARCHED FAUCET & � .- N re') NI- LID GARBAGE DISPOSAL - PROVIDE POWER 0 TOILET SEAT COVER DISPENSER - 1 LOBBY COFFEE BAR 102 ELEVATION 2 RECEPTION DESK ELEVATION 3 COFFEE 110 ELEVATION 0 SINGLE BOWL SS SINK W/ ARCHED FAUCET 0ADA GRAB BARS 8. 1/4" = 1'-O„ 8. 1/4" = 1'-O" ' 8. 1/4" = 1'-0„ ® ADA HEIGHT OVEN RANGE - PROVIDE . FEMINE WASTE DISPOSAL POWER/GAS AS REQUIRED 0 NOT USED 0 WOOD BENCH SEE DETAIL 9/A8.4 0 0 ADA HEIGHT DISHWASHER - PROVIDE NEW VANITY LIGHT FIXTURE, TBD POWER/WATER . PENDANT 0 STAINLESS STEEL EXPOSED HOOD 0 QTZ-1 QUARTZ VANITY COUNTERTOP 0 INSTANT HOT WATER FAUCET - PROVIDE POWER/WATER 0 WG-1 DEKTON WALLCOVERING SLAB K18) MICROWAVE- PROVIDE DESIGNATED OUTLET. 0 PL-4 DECO METAL LAMINATE VERTICAL TENANT PROVIDED/CONTRACTOR INSTALLED CASEWORK 19 SINGLE COMPARTMENT SINK W/ HANDS 0 URINAL FREE ARCHED FAUCET nil 0 0 0 61 ARCHITECTURE •(-1:813 A$1.3 ENGINEERING 8 9 10 AI W1 8`3 � „ 6.3 A8.3 A8.3 A8.3 2 -7 I) PLANNING 3'-5" 1'- 4.-1., 2'-�" 3'_C 3 Y7„ 1" 2 EQ. ® 2 -10 1 ' I �� 0 VERIFY )� �'� 5 3 INTERIORS © _ _ _ _ _ -" 0 15895 SW 72ND AVE SUITE 200 •_.---- K> a - -_ 0 0PORTLAND. OREGON 97224 00 7 I i _ --- \ � -. ,.� - i, �, �. � � _ .- I I MID - TEL : 5 0 3 . 2 2 6 . 1 2 8 5 i I ! ! I0 I I I I lI .�� 7 i / 1 ! FAX : 5 0 3 . 2 2 6 . 1 6 7 0 A8.3 O - 0 - 111O www clDAlNc co Al 10 r \ �� O r, p I I I I I I I I - _ o00 0 000 _ _ I I 6 I - - - - -, - - --------- �� 0 a - - - - - - - - - - - - - -. .� I (13) I I O - i - I i- I igidi �„ i I 0 0 - - - 0 - 0 - - - - --.---. . �- ` _ © r 5 CO. @ "2' 10 '-2 4'-1" , 2'-4* - 3'-0" .2'-C„ 7„ 1„ 14", 2 EQ 5 6' 8" 1�„ 2'-7" �, � �� ` 6'-0" MIN CLR I• VERIFY CLEAR '-VER!FYY /( BREAK AREA 202 ELEVATION s BREAK AREA 202 ELEVATION 7 BREAK ROOM 202 ELEVATION 8 COPY/MAIL 209 ELEVATIONS 8. 1/4" = 1'-0" ' 8. 1/4" = 1'-0" ' 8. 1/4" = 1'-O" ' 8. 1/4" = 1'-O" >lim O L . o Ucic 3 cl M 0 6 cc a 0 = W o 111 W o CC Q z O Q CO < A Z � a z W a ,..„ 0 2 p:Z xMI c,ri) o ex U.1 CIC A8.3 A8.3 1 3 EQ. 8'-8 1/8" 1" 1I N '-3 1/2" 3 EO. 7'-8 5/8" 12 --"'"C ill/ N 11 1i ii f I 11 Il ll DCI © EC W � - - - - - - - - - - � IIS � lr �. i i ' ' N zI1N l - - -,-- -A-- - -3 ' / N`-/ 1-I A EO © 7'--9" 1" 1"-- 3 EQ C� 8'-1" -Ii �� INTERIOR ELEVATIONS , ELEVATION A ELEVATION B 8. A8.1 COPY/SUPPLY 214 ELEVATION JOB NO. 170300.03 8. 1/4" = 1'-a" o CO 2018 cii ALL fl P.C./CIDA IGHTS RESERVED i iiraikakdkL104.44.4r 1111 ti LEGEND . . 0 e rs 101 ROOM NUMBER LLEdoc- ® 101-A DOOR NUMBER FOF FINISH OF FACE _ �� • %lit. O INTERIOR STUD WALL �11J�' � Ilk -- m _ GENERAL NOTES 0 -:----. . : in � , III - • • • • • 1. SEE SHEETS A8.4 FOR MOUNTING HEIGHT INFORMATION, �=22. 1 . . . . . ' . . . 2. PROVIDE HOOK AT SHOWER LOCATION MOUNTED AT 48" AFF TO COMPLY WITH ICC _.. © - . . . . . . A117.1-2009. 1.- )'-S:, 5-3 3/4" J1'-6"dl/ ELEVATION A ELEVATION B -g" 5'-3 3/4" 0'_6"/ m ELEVATION KEYNOTES i w I ,- 011)1 ,t O W-1: PAINTED GYPSUM BOARD 20 HANDS FREE SOAP DISPENSER 1 © B-1: BASE 0 WAINSCOT 54" A.F.F- PER SCHEDULE ,�, _ I ATO1LET R000 ® 0 ( E E ' 0 _ f Q PL-1: P-LAM VERTICAL CASEWORK W/ WALL MOUNTED INFANT CHANGING TABLE rr x F- 1- [ I I 0 �• ] A TOILET ROOM ADJUSTABLE SHELVES AS DRAWN w w n Ak I INA z Z D B / 0 1- ii 5 ) Q PL-2: P-LAM VERTICAL CASEWORK W/ RECESSED TOWEL/TRASH DISPENSER , � �, TarB ADJUSTABLE SHELVES AS DRAWN CL 0_ -I CC 0 !_!_ 30 Q . • • . , • Q �R PL-3: P-LAM COUNTERTOP TOILET PAPER DISPENSER o o Q 0- ' ` im MIN� _; ® ` N 'i' ® C0 QTZ-2 QUARTZ COUNTERTOP ® TOILET PARTITION PER PLAN o 0 0) \ PW_��`� STANDARD WATER CLOSET w w N _1 w _ QTZ-3 QUARTZ COUNTERTOP o m � •`, . - ''- i 1 ADA ACCESSIBLE WATER CLOSET '-6'I,' ` a Q 4r'. f -6/ 8 SPEED BRACING AS NEEDED U 00 co o0 rn rn / 1 ADA ACCESSIBLE URINAL a C, C. Q 9 UNDER COUNTER REFRIGERATOR - PROVIDE o .1 ` ` ` ELEVATION C ELEVATION D 10 POWER ADA ACCESSIBLE SHOWER D o 4- T 0 a REFRIGERATOR - PROVIDE POWER/WATER MIRROR [V M +n 11 2-BOWL SS SINK W/ ARCHED FAUCET & DISTOILET SEAT 1 ENLARGED TOILET ROOM 106 2 TOILET ROOM 106 ELEVATION 3 ENLARGED TOILET ROOM 107 5 NGLEEBOWPOSSLSINK W/I DE ARCHEDPRFAUCET ADA GRAB BARSVER DISPENSER • 8. 1/4a, = 1'-O" ' 8. 1/4" = 1'-O" Q ® ADA HEIGHT OVEN RANGE -- PROVIDE ® FEMINE WASTE DISPOSAL POWER/GAS AS REQUIRED QNOT USED WOOD BENCH SEE DETAIL 9/A8.4 ® ADA HEIGHT DISHWASHER - PROVIDE NEW VANITY LIGHT FIXTURE, TBD O POWER/WATER PENDANT QSTAINLESS STEEL EXPOSED HOOD O ~ ® ® QTZ-1 QUARTZ VANITY COUNTERTOP0 ® Q Q ID Q POWER/WATER INSTANT HOT WATER FAUCET •- PROVIDE 38 WC-1 DEKTON WALLCOVERING SLAB 0 I T 1 ( 8) MICROWAVE- PROVIDE DESIGNATED OUTLET. 39 PL-4 DECO METAL LAMINATE VERTICAL \� Q TENANT PROVIDED/CONTRACTOR INSTALLED CASEWORK 0 - . Q i----! t�; : 0 ® 19 SINGLE COMPARTMENT SINK W/ HANDS (40> URINAL All -_ FREE ARCHED FAUCET 0 t r ■� ' .!!SIR Q 1 1 _ r ,t t . . : . _ Iii Fiala"""'"' = �� f 61 !� 1. :�._: . __ � . ! ... _I _ ;- • _g" 6'-0 1/2' 0, F ' 0 0 -�.,. `..:,11, ,`.. -_, . , € / / 2'-4' f 3'-4" 3'-4" 5'-7" �'-fi'; ARCHITECTURE I 1 ENGINEERING ELEVATION A ELEVATION B r L--__J 1. ELEVATION A ELEVATION B I • i, 1 i L.---1 PLANNING ' 0 0 ••= L...- L U INTERIORS O J A SHOWERCIED 1 O LC O CC 0 • .-----) 15895 SW 72ND AVE SUITE 200 ) s B • PORTLAND. OREGON 97224 4 i \ ® - sl A \ \ TEL : 5 0 3 . 2 2 6 . 1 2 8 5 \ Vi C ,___, - FAX : 5 0 3 . 2 2 6 . 1 6 7 0 • . \ 0 � o[ \\ ® WOMEN'S T.R. D g B www . C I D A I N c c o M 0 AD 41,==4.11. \ 0 / 00- --..,....._ 0 I__ 1 : . : . : . : . : : : : : : : briP51911........ 0 C .. - . - - # j0 _ _ ® I Ii i a ■ - I� a!_■.---1 / I -- ■ . . . . . ._,4_,;.... . . ., . . . . ,,..„' -' . . I // .: : : : : : : . : .------4 ,--(2>-\_, .... 1 1 of% - 0 ..), ..., ELEVATION C ELEVATION D ELEVATION C. ELEVATION D 5 TOILET ROOM 107 ELEVATION 6 ENLARGED SHOWER 108 7 TOILET ROOM 108 ELEVATION 8 ENLARGED WOMEN'S TOILET ROOM 211 >11 8. 1/4. - 1'-O" ' 8. 1/4" = 1'-0" ' 8. 1/4" = 1'-0" ' 8. 1/4as = 1.-0. " [d Imm O o C/) 13 ® cc M cc o / � \ 5 Q wCO U-I 0 0I . 0 � QWao 0 0 i \ ° NNNt! ® 1------- 25 zCC , La4 CO en< Cis _ ! 0 ,N • a I . . 22 l a 111 CO 0 • , • • . • p . _111-.I • r Es l, i P4:49116 _ ' 0 -r^ ` - - - _ I it. . . . . . . . . . . 0*: : : : :::::::::: - -- , , . , . . ,.-,-, . . . , . , -....-......:I 0 . . . . . . . . . . . . .1. q=12 MIIIIIMMMIPPm , . (f) 0 2 1.-- __ '. . ' !!. " ' -".. �^-�L!'� I I 1 I ! _ --- ! . 'T _ ��_i 1 �.i- �.I•BM • • • • • swlw. 0a'-irrrn-�i�i�i �� • • • 'TLr114: 1111 CD ~ I - - - --•a-rr 112:1 ••• `.r-�- _i fr"_�• ' .. _ ww! -11...111 _�� • • • • `gam'' 411.1- • p ''7.r `�-'-r-T '� '�le • • • • • - ori=-r& mow-_E=. � SIT` 27 X t - ��a� M:I MEN'S T.R. Ili ` a L.L., ® a 10 B Q ELEVATION A Q e\x3(7,) Q ®Q ELEVATION B IZIFELEVATION CCC ELEVATION B C'J _ 7 05 Cc 0 I_. ,t, , 1 0 " 0 z-® „... 0 01 I 2 0 0 0 ' 0 1,• I I o . . / ,-- :r.-r-i-r- -- ' " Li-Le ' " " " ' • ' • ' • ' . ' • ' • ' • ' • ' • ' : : : : :p.; ,•': r.--: :-: : •1,-- 0 " " • : • : • : • : • : • : \ L I ; . i.. . . . -,--,--,--,- ..:tj . . . . . ',-;,,0 r: :/: ' : ' : ' : ',_ : ,, . •; ; r '-2" 2'-4" 3'-4" 3'-4" 5'-6 1/2'' 1'-6 lir ;, / /. v a r I I r I a /. "'ems-e-Lr�[1' 7.F.7..--: ' . ' . / C / J d' I I 1'rirrrrrr ml� -i-r-• \ F:I7 / C ill r•u• ^moi��_ _ s. . ... \ • • • • • • • • 'I I _ • sl_ -. r C -•!_. !_ �� !!�Illr.r��_ r+-r, �7�, ma ',• ..A.�.... , '; . . . . . 'J-r•Lr' C �-.. =' Irt=!__ rr"'-irir�i S�- ,-Lr1�.J-r-4.r.A..• • N .- - - - - - ' - - ' - ' - - - - - - - - I I I . - C - I. . . . _ Q ENLARGED FLOOR ►. PLANS, INTERIOR N ELEVATION C ELEVATION D ELEVATION C 0 Q 28 4* Co ELEVATION D ELEVATIONS a S A8.2 ,„ ,, 9 TOILET ROOM 211 ELEVATION 10 ENLARGED MEN'S TOILET ROOM 212 " TOILET ROOM 212 ELEVATION JOB NO. 170300-03 8 1/4" = 1'-O" ' 8. 1/4" = 1'-O" 8. 1/4" - 1'-0" ©2018 Cidl P.C./CDA ALL RIGHTS RESERVED s libi PLASTIC LAMINATE AT TRIM TO CEILING PLASTIC LAMINATE AT ALL EXPOSED EXTERIOR SURFACES TYP. I `I 1` - PLASTIC LAMINATE AT ALL EXPOSED/ • • EXTERIOR SURFACES TYP. SHELF P!N HOLES C�} 1" O.C. • • I SHELF PIN HOLES © 1" O.C. TYP. P4 . �•a� / TYP. W/ ADJ. PLASTIC LAMINATE ( • r7-) SHELVES i •�I W/ ADJ. PLASTIC LAMINATE SHELVES LEGE JONES / • • aj N * WIRE PULLS - LOCATE 1-1/2" o N ' ci • • - • • ' FROM VERTICAL EDGE (TYP.) , • • \ • WIRE PULLSLOCATE 1-1/2" Q� F a FROM VERTICAL EDGE (TYP.) 11306 t• ' MELAMINE ALL INTERIOR SURFACES r -�i I • MELAMINE ALL INTERIOR SURFACES • N ' N • • ' • • ' I •• •• ! • • ry , • • • 4 QTZ COUNTER TOP W/ 4" SIDE �-- \ AND BACKSPLASH, FLAT EDGE, TYP. l'-1 1'-1" 1'-1" WIRE PULLS - LOCATE 1-1/2" LOW PROFILE SINK - PROVIDE 1- o / FROM VERTICAL EDGE (TYP.) - QTZ COUNTER TOP W/ 4" SIDE AND a DRAIN PIPE INSULATION COVER. °° `� 2'-1"l' / QTZ OR PL LAM. COUNTER TOP I BACKSPLASH, FLAT EDGE, TYP., UNLESS N14-1 ' N 2 -1 SHOWN OTHERWISE 2 -1 " rx / W/ 4' SIDE AND BACKSPLASH, i FIAT EDGE, TYP. \ PROVIDE BLOCKING AS REQUIRED \ PL-1 PLASTIC LAMINATE oli? MELAMINE AT ALL CABINET wt II, 2'-10" COUNTERTOP WITH FLAT w ,�, INTERIORS TYP. 14 ` ; =1 INSULATED EXPOSED DRAIN & PL-4 AT FACE OF I �' 1"v EDGE, TYP. w w - - - r / PLASTIC LAMINATE AT ALL r HOT WATER SUPPLY PIPINGS RECEPTION DESK AND \ L�=- 7 may;,;, - w cw - - - - J ______________.---- HOT END PANEL i... WIRE PULLS LOCATE z z VERT. EXTERIOR Iw o_LLIM w _ PLASTIC LAMINATE AT ALL EXPOSED BOX E 1-1 2" FROM VERTICAL '� r • • / SURFACES TYP. L---- _, , I m m o ct . - EXTERIOR SURFACES TYP. PL-1 AT FACE OF c - I 1. EDGE (TYP.) ' D_ �, o Dr w I; 0 p & w • • SHELF PIN HOLES © 1" RECEPTION DESK AND o -1 J Li o 0_ co a • / O.C. TYP. W/ ADJ. PLASTIC o UNDER COUNTER REFRIGERATOR OR a MELAMINE AT ALL INTERIOR END PANEL. L-- BOX �,., PL-2 PLASTIC LAMINATE ALL j? c' i LAMINATE SHELF j © DISHWASHER WHERE OCCURS — — SURFACES TYP. �' �� _ VERTICAL EXTERIOR a a n N •ice 4" RUBBER BASE -CV PROVIDE CORED , I FILE s co SURFACES L w o co N c!1 cn p V co • v HOLES FOR PL-1 ON END PANEL rjtmCABELI NG/P HONE/DATA _4_______________v,_ ,, w c° CO �O Cr) °' 4" RUBBER BASE L �. t.- i \ BASE PER SCHEDULE o r- \ - 24 it--- •3'.y 3„ 3„ I o - 0 / 'I / 1 2'-�„ �= N N r7 Ln 1 BASE CABINET SECTION 2 CABINET SECTION AT APPLIANCE 3 CABINET SECTION AT ADA SINK 4 RECEPTION A6A COUNTER SECTION ' 8. 3/4" = 1'-0" ' 8. 3/4" = 1'-0" 064023-04 ` 8. 3/4" = i'-0" ' 8. 3/4" = 1'-O" 064023-10-MOD 2'-5" t PROVIDE BLOCKING AT LOCATIONS SHOWN \ PLASTIC LAMINATE AT ALL EXPOSED �� EXTERIOR SURFACES TYP. SHELF PIN HOLES 0 1" 0.C. TYP. W/ ADJ. _ PLASTIC LAMINATE SHELVES 1 -! WIRE PULLS - LOCATE 1-1/2" FROM VERTICAL EDGE (TYP.) PL-1 PLASTIC LAMINATE PL-1 PLASTIC LAMINATE MELAMINE ALL INTERIOR SURFACES TYP. COUNTERTOP WITH COUNTERTOP WITH b." 1111 WATERFALL EDGE DETAIL WATERFALL EDGE DETAIL \ !I �; FINISHED END PANEL n111111( PL-1 AT FACE OF 1 PL-1 AT FACE OF �� y - RECEPTION DESK AND RECEPTION DESK AND �� END PANEL. END PANEL. 61 _/ - ARCHITECTURE QTZ COUNTER TOP W/FLAT EDGE, PLASTIC LAMINATE PL-1 z ENGINEERING TRANSACTION COUNTER 2'-10" PLASTIC LAMINATE PL-1 2'-10" PLASTIC LAMINATE PL-1 0 PLANNINGU OF RECEPTION L1,_0„ Z ' FINISH END PANEL /t 1'-0" y COUNTERTOP WITH FLAT a AL WATERFALL EDGE- \l �' ✓�/ , / EDGE' TYP. �/ WIRE PULLS - LOCATE VERTICAL EDGE (TYP.)1-1/2" INTERIORS ALL VISIBLE SIDES \ \ �' 3'-l'' / PLASTIC LAMINATE PL-1 /` PLASTIC LAMINATE 2 -1 MELAMINE AT ALL CABINET COUNTERTOP WITH FLAT r r c°n REFRIGERATOR 15895 SW 72ND AVE SUITE 200 PROVIDE BLOCKING w EDGE, TYP. PORTLAND, OREGON 97224 0 0 o COUNTERTOP WITH FLAT ' I INTERIORS TYP. EDGE, TYP. \ (o w �T TEL : 5 0 3 . 2 2 6 . 1 285 �.. PLASTIC LAMINATE AT ALL VERT. ix FAX 5 0 3 2 2 6 1 s 7 D PLASTIC LAMINATE: _ 1. EXTERIOR SURFACES TYP. www . C I D A I N C . C D M 2^ • 1 �� SUPPORT BRACKETS WITH PL-1 AT FACE OF BOX --� WIRE PULLS - LOCATE PLASTIC LAMINATE /I. 1. RECEPTION 1-1 2" FROM VERTICAL L PL-4 AT FACE CONTINUOUS CABLE SLOT AT N L—--- f_ 1 / a I - SHELF PIN HOLES + 1" O.C. LU BEYOND- SEE BACK I ro 1 y ;,- EDGE (TYP.) ,�, BOX FI cv TYP. W/ ADJ. PLASTIC LAMINATE _...\i ELEVATION - - - PAINTED GYP. BOARD "o L —— II o 1 -- `° PLASTIC LAMINATE AT ALL i SHELF PLASTIC LAMINATE C.� _ I FILE VERT. EXTERIOR SURFACES 4" RUBBER BASE (TYPE TBD) PL-1 AT FACE L.- 1..... f . I a BASE PER SCHEDULE a� BASE PER SCHEDULE y - IIgf PROVIDE CORED HOLES FOR L - // - 4" BASE PER SCHEDULE - I I �� CABELING/PHONE/DATA 4. t at _,.._::----JAK % 3"W 3" BASE PER SCHEDULE P/ 5 RECEPTION TRANSACTION COUNTER SECTION s RECEPTION TRANSACTION COUNTER SECTION 7 ISLAND CABINET SECTION UPPER CABINET SECTION ' 8. 3/4" = 1'-0" 064023-10 ' 8. 3/4" = 1'-O" 064023-12 ' 8. 3/4" = 1'-0" 14$.. 3/4" = 1'-0" 064023-07 >I". O II I— V GYP BOARD FURRING AROUND VENT -V V/\ _ WO II PLASTIC LAMINATE AT ALL a Q z CC — PLASTIC LAMINATE AT ALL EXPOSED PLASTIC LAMINATE AT ALL EXPOSED L1� \ 1 N. \ EXPOSED EXTERIOR M (2 CD EXTERIOR SURFACES TYP. EXTERIOR SURFACES TYP.' "WY SURFACES TYP. j ' WIRE PULLS - LOCATE 1-1/2" • • WIRE PULLS - LOCATE 1 -1/2" _ m W I ' FROM VERTICAL EDGE (TYP.) _ SHELF PIN HOLES © 1" O.C. TYP. co I FROM VERTICAL EDGE (TYP.) 0 0 Ct o 1 / of W/ ADJ. PLASTIC LAMINATE SHELVES r- MELAMINE ALL INTERIOR Q I z 0 N MELAMINE ALL INTERIOR SURFACES N - j SURFACES U < I-I VENTED TO THE EXTERIOR WIRE PULLS - LOCATE 1-1/2" '. POWER OUTLET FOR LI CO (1) �- THROUGH CABINET MICROWAVE p FROM VERTICAL EDGE (TYP.) I Z Q �� I= _= 30" UNDER CABINET RANGE \ �"_ Lu PLASTIC LAMINATE AT ALL Q Lii Cn HOOD, NUTONE ALLURE WS1, - MELAMINE ALL INTERIOR SURFACES c� EXPOSED EXTERIOR Z I i PROVIDED BY CONTRACTOR 1, 1'-1" I SURFACES TYP. p 1- , 0 2 x 1'- " QTZ COUNTER TOP W/ 4" SIDE P i ( WIRE PULLS - LOCATE 1-1/2" Q W AND BACKSPLASH, FLAT EDGE, TY < FROM VERTICAL EDGE (TYP.) a CO Ill 0 1 -6 ` QTZ PER SCHEDULE W toC1CUNDERMOUNT TWO-BOWL SINK- PROVIDE COUNTER TOP & 4" n z DRAIN PIPE INSULATION COVER. a BACKSPLASH W/ FLAT EDGE, 0 I 1 TYP. z, _ ), 2'-1" N N )• 2 -1 �� PROVIDE BLKG AT LOCATIONS `v I I I SHOWN v a -— - - - J ,I - I - F MELAMINE AT ALL CABINET \ - INSULATED EXPOSED DRAIN & nIn = Fs INTERIORS TYP. / HOT WATER SUPPLY PIPINGS RANGE cD 3 PLASTIC LAMINATE PER PLASTIC LAMINATE AT ALL EXPOSED — — % �- - - SCHEDULE AT ALL VERT. L EXTERIOR SURFACES TYP. • EXTERIOR SURFACES TYP. - • • o 0 MELAMINE AT ALL INTERIOR o I I SHELF PIN HOLES 1" N i SURFACES TYP. I I O.C. TYP. W/ ADJ. PLASTIC -CV -.ad-, N • • I LAMINATE SHELF • •`� 1 I 4" RUBBER BASE PER _ • • SCHEDULE - I �_ - 4" RUBBER BASE I INTERIOR DETAILS Yri �� `1 2:,r ,'.I E C'L' 3� x A8..3 ,..). s CABINET SECTION AT ADA RANGE/HOOD 10 CABINET SECTION AT ADA SINK 11 MICRO SHELF CABINET SECTION JOB NO. 170300.03 % ' 8. 3/4" = 1'-0" ' 8. 3/4" = 1'-0" ' 8. 3/4" = 1'-0" o Q 2018 CILIA, P.C./C1DA All RIGHTS RESERVED 1I NOTE: ALL ACCESSIBLE TOILET NOTE: ALL ACCESSIBLE NOTE: ALL ACCESSIBLE URINALS STALLS AND ACCESSORIES SHALL TOILET STALLS AND AND ACCESSORIES SHALL COMPLY eD 4 COMPLY WITH IBC SECTION 1109 ACCESSORIES SHALL WITH IBC SECTION 1109 AND ANSI AND ANSI A117.1-2009 CHAPTER COMPLY WITH IBC SECTION A117.1-2003 CHAPTER 6. 6. 1109 AND ANSI ile- A117.1-2003 CHAPTER 6. SEE PLAN FOR FIXTURE PLACEMENT LESUE J. JONES SEE PLAN FOR FIXTURE PLACEMENT PARTITIONS AS INDICATED ON PLAN. PARTITIONS AS INDICATED ON PLAN. SEE PLAN FOR FIXTURE ttGV( 2 • PLACEMENT. PARTITIONS AS POIIIWID, OR INDICATED ON PLAN. 11306 t4 s 14 SEE PLAN SEE PLAN GRAB BAR TOILET PARTITION / ,' 30" MIN. �r 54" MIN. `, WHERE INDICATED r, GRAB f AR -- PER PER AN51 609 / SEE PLAN �� 36 MIN. 12" MAX. 42" MIN. ON PLANS dr d / ANSI 6)4.5.2 1= ;r / 24" MIN. 12" / URINAL SCREEN OR '� GRAB BARS -- PER '‘ '` dr �c \ \ , TOILET PARTITION WHERE m 39"-41" MIN 7L ANSI 604.5.1 to INDICATED ON PLANS w \ /-- 15" 13�1/2" ,MIN. cc FLUSH MOUNTED ` • MA:(. TOILET SEAT COVER I -'co ____T.O.. <> `► <� >\ 1� FLUSH LEVER <> T.O. c DISPENSER, ALTERNATE �. WAINSCOT / • 4 • WAINSCOT > W w \ i / SEE FINISH w w �" LOCATION n L \ SEE FINISH _ in C J a �n - SCHEDULE Ix z SCHEDULE Q in � o .w.� \ I � _ ¢ I w w a w 1- �- in 'CO M \ n 0 fX M 71 I lor-- i' °c T.O. BOWL _ o wo w g J Ji. O 0 . . ._ ro W w 0 0� ,, -N, N, N r X ' .17.:_r > 7 CO `n r; --- -a) z (NI r Vs , 1 1/4" TO 1 1/2" o n z I Z I • f ,•,„,„, ca / -47"-9" 1 co (1) 0 C� c] SURFACE OR FLUSH TOILET PAPER FLUSH VALVE • \ w ca co 0o 0) o) MOUNTED TOILET SEAT DISPENSER LOCATION, OPEN SIDE OF )6 -18 c PAPER DISPENSER EQ EQ *44" MAX FOR HANDICAPPED ACCESSIBLE ,r PARTITION AS URINAL TO 0 COVER DISPENSER BELOW GRAB BAR -- ROOM OR STALL INDICATED ON PLAN 20"+ TO 25" ° N 0' �, �;, °' URINAL ELEVATION CONFORM TO SEC. 605 OF ADA URINAL PROFILE 0 ' '. 0 C7 (0 PER ANSI 604.7 BACK WALL REACH; 48" MAX SIDE WALL REAR WALL GRAB BAR ANSI Al 17.1-2003 W FOR 20" MAX � NO SCALE REACH ,- N Ni � Lo 1 ACCESSIBLE WATER CLOSET AND GRAB BARS 2 STANDARD AND ACCESSIBLE URINAL ' 8. • 3/8" = 1'-0" 102800-01 ' 8,• 3/8" = 1'-0" 102113-02 cemo �--"- . X 0 11 IIIIIIIH1.11< k, 36" CLEAR A, A, 36" CLEAR ,i, z HAND-HELD N "' CI / SHOWER HEAD •, •, , MIRROR PER ADA ARCHITECTURE GUIDELINES CHANGING TABLE V1/1 ENGINEERING0 `� / CONTROL AREA PLANNING a SOAP DISPENSER GRAB BARS INTERIORS \ PAPER TOWEL / 1' 3" 5" MAX. T.O. < "c) < DISPENSER AND / 17"-25" J, < 18 < ' MIN. 15895 SW 72ND AVE SUITE 200 WAINSCOT- .> n > / DISPOSAL 8" MIN. > /� '� > FOLD-DOWN SEAT`' I ,, PORTLAND, OREGON 97224 SEE FINISH I„I SEMI-RECESSED IN PER VI_ SCHEDULE WALL 4 �� \ � / GUIDELINES DEDNES -- -_`� �0_ \ - —� TEL . 5 0 3 . 2 2 fi . 1 z s 5 /N. , ,\ i I r A '� 30” MIN. \ X �� FAX : 503 . 226 . 1 670 X \ SEE FIGURE 36 ,� ,�• X d ` -� N WWW . CIDAINC . COM X Q Q - Z m ill I 4 \ `r' oo X o - Ni r� I Q ,, LAVATORY TO , r' i Ni "' `I' c. CONFORM TO ANSIa, z( I I 606 -- SEE ... . \m •.�-- - �fi ----- '• — --- >� --- \--\ .-i ', `k PLAN FOR 6" MAX. ;1\1" , 1 '�' 2'' -2"'� REQUIRED NUMBER `� ' MINI '� ` 5/8" SLOPE DRINKING FOUNTAIN PAPER TOWEL FEMININE HYGIENE DISPENSER J1'-3",t AND LOCATION OF SHOWER CONTROLS SHOWER CONTROLS TO DRAIN IF REQUIRED DISPENSER/ WASTE IF REQUIRED MIN. FIXTURES SIDE WALL REAR WALL RECEPTACLE ADA LAVATORY LAVATORY PIPE ADA LAVATORY SIDE VIEW INSULATION 5 TYPICAL COUNTER LAVATORY 7 ACCESSIBLE SHOWER 8� TOILET ROOM ACCESSORY MOUTNING HEIGHTS ' 8.' 3/8" - 1'-0" 102800-03 ' 8. , 3/8" = 1'-0" 8. 3/8" = 1'-0" >m 0 O Film i— immli U) QW 0 ALL NOTEWOOD SHALL BE CLEAR E Q LACQUERED V.G. CEDAR OR 0- 0 D REDWOOD. ALL WOOD SHALL BE THE CO W SAME SPECIES. ALL FASTENERS w Et SHALL BE STAINLESS. SAND ALL LIU o SURFACES, ROUND ALL EDGES. U ) < z O y 1 -4 �,. k¢ CC 6" 1. 4" / 4" ,,2"�, TREX PLANK (COMPOSITE WOOD) z W Q 0 Co) L ) I— $ 2" ITYP. I z Lu Lr) ++ 19 A.F.F Q N ``� �� I.>J MAX. X Lu CD ., \ . ` Y O Y W � • 1" _ A 2 CC .5- „, �. - O 00 - n 2x4 STUD FACE BOARD n ,--IN -N' CEJ O T 'o 3/4” PLYWOOD ° 06* 1/4"x2" FLATBAR W/ (3) 1 4" DIA. x 1-1/2" LAG SCREWS TO 2x4 AND (4) 1/2" DIA. M.B. _KN ° THRU WOOD STUD ,k T\ 2x4 WOOD STUD AT WALL U m WOOD STUD WALL -- SEE PLAN. 16" O.C. MAX. SPACING AT BENCH r TOILET ROOM DETAILS U) U A8.4 0 0 d n ci JOB NO. 170300.03 9 TYPICAL ACCESSIBLE CHANGING BENCH © NIB P.GICIDA AU.RIGHTS RESERVED 0 ' 8. '. 1 1/2" = 1'-0" 10800-10A '' - E I f--- - '- a_- _-,-.. --- -- a l _ STRUCTURAL GENERAL NOTES ,��µL C T L�,A, PRD,�,f,} CODE CONCRETE ENGINEERED WOOD JOISTS - - , ' • 2014 OREGON STRUCTURAL SPECIALTY CODE, OSSC 2014 1. MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: FOUNDATIONS 3000 PSI .- SLABS 3000 PSI 1. DESIGN, FABRICATION, AND ERECTION IN ACCORDANCE WITH THE LATEST EDITION OF irrAir',401e.# e 13 1Z4o"4/ WALLS 4000 PSI APPLICABLE ICC-ES REPORT. CONNECTIONS AND BEARING MATERIAL TO BE SHOP DESIGN C N CRITERIA 2. CONCRETE MIX DESIGN PER ACI 318 CHAPTER 5 (BUILDING CODE REQUIREMENTS FOR CONNECTED TO JOISTS AND DESIGNED AND FURNISHED BY JOIST FABRICATOR. r�S D. SPU ` REINFORCED CONCRETE) SHALL BE SUBMITTED TO AND APPROVED BY THE ENGINEER. 2. CONTRACTOR SHALL SUBMIT DESIGN CALCULATIONS BY A CIVIL OR STRUCTURAL � � 44#//7J SOIL BEARING: 3,000 PSF ALLOWABLE FOR GENERAL FOUNDATION BEARING 3. MAXIMUM W/C RATIO FOR FOUNDATIONS AND WORK NOT EXPOSED TO VIEW 0.58 ENGINEER REGISTERED IN THE STATE OF OREGON FOR REVIEW PRIOR TO MANUFACTURE. 5,000 PSF ALLOWABLE FOR FOUNDATIONS SUPPORTING WIND MAXIMUM W/C RATIO FOR SLABS AND WORK EXPOSED TO VIEW 0.48 3. ADDITIONAL JOISTS WILL BE SUPPLIED AS REQUIRED TO SUPPORT MECHANICAL AND SEISMIC LOADS (PER GEOTECHNICAL REPORT PROVIDED BY 4. MAXIMUM SLUMP 4" PLUS OR MINUS 1". EQUIPMENT. GEOTECH SOLUTIONS INC. DATED JULY 4, 2018) I- 5. SAWCUT CONTROL JOINTS 1/4 SLAB DEPTH. 4. CONTRACTOR MAY SUBSTITUTE EQUIVALENT ENGINEERED WOOD JOISTS HAVING A m ROOF LOADS: CURRENT ICC-ES REPORT. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF cn D DEAD = 15 PSF - 6. CONCRETE AND REINFORCING TO HAVE SPECIAL INSPECTION IN ACCORDANCE WITH ALL DETAIL CHANGES. SHOP DRAWINGS SHALL INDICATE ALL DETAIL CHANGES REQUIRED. SNOW: BASE = 25 PSF OSSC 2014 SECTION 1704. OTHER CRITERIA CONSIDERED IN EVALUATION OF SUBSTITUTION REQUESTS MAY INCLUDE GROUND = 10 PSF 7. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT THAT SLABS ON FIRE RATING, SOUND TRANSMISSION DATA, ETC; CONTACT PROJECT ARCHITECT FOR LIST ROOF PARAMETERS GRADE MAY BE VIBRATED ONLY AROUND UNDER-FLOOR DUCTS, ETC. OF APPLICABLE NON-STRUCTURAL PROPERTIES. w w ►- CE = 1.0, Cr = 1.0, Is = 1.0 > N PF = 7.0 PSF + DRIFTING, 25 PSF MIN 8. CAST CLOSURE POUR AROUND COLUMNS AFTER COLUMN DEAD LOAD IS APPLIED. c>' cc z L F-- 1._ w w rn FLOOR LOADS: 9. UNLESS NOTED OTHERWISE ON DRAWINGS, ALL CONCRETE SLABS ON GRADE SHALL z z a w BE BOUNDED BY CONTROL OR CONSTRUCTION JOINTS SUCH THAT THE ENCLOSED m m o x m DEAD = 36 PSF O_ a - Cd LIVE = 80 PSF AREA DOES NOT EXCEED 400 SQUARE FEET. POST-INSTALLED CONCRETE ANCHORS q o o 10. DOWELED CONNECTIONS TO EXISTING CONCRETE TO USE "HILTI" BRAND HY-200 OR w w p rn 1. ADHESIVE w 0WIND LOADS: ca o z SIMPSON SET-XP ADHESIVE. cv1 0 BASIC WIND SPEED (3 SECOND GUST) = 120 MPH A. ADHESIVE ANCHORS SHALL BE INSTALLED BY QUALIFIED PERSONNEL TRAINED TO INSTALL ADHESIVE ANCHORS w w EXPOSURE CATEGORY = B IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND WITH STRICT ADHERENCE TO THE PROVISIONS WITHINI-o uj 0 m qh=21.93 PSF THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS w as 0 cx 01 0) NET UPLIFT=6.64 PSF (ASD) REINFORCING B. AT THE TIME OF ANCHOR INSTALLATION, IN ACCORDANCE WITH ACI 318-14 SECTION 17.1.2, ADHESIVE Q .. BASE SHEAR: 80.31K (N/S) AND 53.67K (E/W) ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS ° N - c N °' o r. ,,. C. WHERE THE AUTHORITY HAVING JURISDICTION OVER THIS PROJECT REQUIRES ADHERENCE TO ACI 318-14, W 0) - N EARTHQUAKE: 3 o 1. DEFORMED BARS ASTM A615, GRADE 60. WELDED BARS ASTM A706, GRADE 60. WELDED SECTION 17.8.2.2 INSTALLATION OF ADHESIVE ANCHORS IN HORIZONTAL TO VERTICALLY OVERHEAD to SEISMIC PARAMETERS: WIRE FABRIC PER ASTM A185, WIRE PER ASTM A82. ORIENTATION SHALL BE DONE BY A CERTIFIED ADHESIVE ANCHOR INSTALLER (AAI) AS CERTIFIED THROUGH N N "' OCCUPANCY CAT. II ACP AND IN ACCORDANCE WITH ACI AND IN ACCORDANCE WITH ACI 318-14, SECTION 17.8.2.2. PROOF IMPORTANCE FACTOR = 1.0 2. UNLESS NOTED OTHERWISE, LAP SPLICES SHALL BE CLASS "B" TENSION LAP SPLICES. MAPPED: Ss = 0.975 Si = 0.422 SITE CLASS: 0 IN ACCORDANCE WITH ACI 318, CHAPTER 12. LAP SPLICES IN COLUMNS SHALL BE STANDARD CURRENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT DESIGN: SDs = 0.721, SD1 = 0.444 COMPRESSION LAP SPLICES PER LATEST EDITION OF ACI 318. OF INSTALLATION. NOTE: THE STATE OF OREGON DOES NOT REQUIRE ADHERENCE TO ACI 318-14, SEISMIC DESIGN CATEGORY = D STAGGER ALTERNATE SPLICES A MINIMUM OF ONE LAP LENGTH. LAPS IN SECTION 17.8.2.2. FORCE RESISTING SYSTEM(S): R OMEGA CD WELDED WIRE FABRIC SHALL BE MADE SO THAT THE OVERLAP MEASURED BETWEEN INTERMEDIATE PRECAST CONC. SHEAR WALLS 4 2.5 4 OUTERMOST CROSS WIRES OF EACH FABRIC SHEET IS NOT LESS THAN THE SPACING OF 2. MECHANICAL DESIGN: R = 4 CROSS WIRES PLUS 2 INCHES. A. MECHANICAL ANCHORS SHALL BE INSTALLED BY QUALIFIED PERSONNEL TRAINED TO INSTALL MECHANICAL SEISMIC RESPONSE COEFFICIENT: Cs = 0.18 3. PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT CORNERS ANCHORS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND WITH STRICT ADHERENCE TO THE DESIGN BASE SHEAR: 125K (N-S) AND 117K (E-W) AND INTERSECTIONS OF FOOTINGS AND WALLS. REINFORCING BAR SPACINGS GIVEN ARE PROVISIONS WITHIN THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. _ DESIGNED WITH EQUIVALENT LATERAL FORCE PROCEDURE MAXIMUM ON CENTERS. ALL BARS PER CRSI SPECIFICATIONS AND HANDBOOK. DOWEL ALL VERTICAL REINFORCING TO FOUNDATION. SECURELY TIE ALL BARS IN LOCATION BEFORE PLACING CONCRETE. CONCRETE COLUMN DOWEL EMBEDMENT SHALL BE A STANDARD - COMPRESSION DOWEL EMBEDMENT LENGTH ACCORDING TO THE LATEST EDITION OF ACI 318. �+ �+ �+ 4. CLEAR CONCRETE COVERAGES AS FOLLOWS: SPECIAL INSPECTION PROGRAM = __ - GENERAL CAST AGAINST & PERMANENTLY EXPOSED TO EARTH 3" - - _ 1 EXPOSED TO EARTH OR WEATHER = 1. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE #6 OR LARGER 2" ITEM CONTINUOUS (3) PERIODIC (3) REFERENCED STANDARD COMMENTS FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. #5 OR SMALLER 1 1/2" THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE COLUMNS (TO TIES) 1 1/2" SOILS STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BEAMS (TO STIRRUPS) 1 1/2" GRADING, EXCAVATION & FILL PER GEOTECHNICAL ENGINEER ® _ _ _-- BE LIMITED TO, BRACING, SHORING OF LOADS DUE TO CONSTRUCTION EQUIPMENT, ALL OTHERS PER LATEST EDITION OF ACI 318 FINAL FOUNDATION PREPARATION PER GEOTECHNICAL ENGINEER ETC. OBSERVATION VISITS TO THE SITE BY THE A/E SHALL NOT INCLUDE INSPECTION ----- - OF THE ABOVE ITEMS. G -n- CONCRETE _ - =N G 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH 1) INSPECTION OF REINFORCING STEEL - X ACI 318: 3.5, 7.1-7.7 = DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH 2) VERIFYING USE OF REQUIRED DESIGN MIX - x X - ACI 318: CH. 4, 5.2-5.4 -4 ' L"A N N [NG A/E. MIN. REINF. BAR SPLICE LENGTHS IN CONCRETE 3) Al THE TIME FRESH CONCRETE IS SAMPLED TO ASTM C172 -- __ +__ ' • • 3. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS ESTABLISHED PER ACI 318 SECTION 12.2 & 12.3. FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM ASTM C31 - - -- -zl OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. SLUMP AND AIR CONTENT TESTS, AND DETERMINE ACI 318: 5.6, 5.8 15895 SW 72ND AVE SUITE 200 4. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH THE TEMPERATURE OF THE CONCRETE PORTLAND, OREGON 9 7224 STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDUM. BAR SIZE LAP 4) INSPECTION OF CONCRETE PLACEMENT X - ACI 318: 5.9, 5.10 T E L : 5 0 3 . 2 2 6 . 1 2 8 5 GR FOR PROPER APPLICATION TECHNIQUES FAX : 5 0 3 . 2 2 6 . 1 6 7 0 5. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, 5) EPDXY ANCHOR PLACEMENT X - PER ICC-ES REPORT FOR ANCHOR WWW , C I D A I N C . C O M MECHANICAL, ELECTRICAL AND PLUMBING WITH APPROPRIATE TRADES, DRAWINGS 13 60 22" 6) MECHANICAL ANCHOR PLACEMENT - X PER ICC-ES REPORT FOR ANCHOR AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. 6. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. HE SHALL BE RESPONSIBLE FOR 14 60 29" STRUCTURAL STEEL ALL CHANGES NECESSARY IF HE CHOOSES AN OPTION AND HE SHALL COORDINATE ALL DETAILS. 15 60 36" 1) MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS, NUTS AND WASHERS 7. WHERE ANY DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES: A. IDENTIFICATION MARKINGS CONFORM TO ASTM - X APPLICABLE ASTM MATERIAL SPECIFICATIONS; STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL 1. VALUES SHOWN ABOVE ARE FOR CLEAR COVER OF 1 BAR DIAMETER MINIMUM AND STANDARDS SPECIFIED IN THE APPROVED AISC 335 SECTION A3.4; GOVERN. CLEAR BAR SPACING OF 2 BAR DIAMETERS MINIMUM. WHERE COVER OR BAR SPACING CONSTRUCTION DOCUMENTS AISC, SECTION A3.3 8. ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW IS LESS THAN THIS INCREASE LAP LENGTH BY 50 %. B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE - X SHALL BEAR THE SEAL OF A CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE 2. NO BUNDLED BARS. 2) INSPECTION OF HIGH STRENTH BOLTING - X AISC, SECTION M2.5 STATE OF OREGON 3. ALL CONCRETE SHALL BE NORMAL WEIGHT AGGREGATE. 3) MATERIAL VERIFICATION OF STRUCTURAL STEEL 9. ALL DETAIL CUTS SHOULD BE CONSIDERED TYPICAL © LIKE CONDITIONS A. IDENTIFICATION MARKINGS CONFORM TO ASTM - - STANDARDS SPECIFIED IN THE APPROVED ASTM A 6 OR ASTM A 568 >" CONSTRUCTION DOCUMENTS CARPENTRY B. MANUFACTURER'S CERTIFIED MILL TEST REPORTS - - ASTM A 6 OR ASTM A 568 w„ limm SHOP DRAWINGS 1. ALL NAILS TO BE COMMON WIRE OR EQUIVALENT DIAMETER AND LENGTH. 4) MATERIAL VERIFICATION OF WELD FILLER MATERIAL mom H 10d COMMON = 0.148"0 x 3" A. IDENTIFICATION MARKINGS CONFORM TO ASTM - - WCC CO in SUBMIT SHOP DRAWINGS TO ARCHITECT/ENGINEER FOR THE FOLLOWING: " STANDARDS SPECIFIED IN THE APPROVED RISC 335 SECTION A3.6; (.9Z _ 16d COMMON = 0.162"0 x 3 1. STRUCTURAL AND MISCELLANEOUS STEEL INCLUDING WELD INSERTS AND ANCHORS NAILING FASTENERS NOT MEETING THESE DIMENSIONS MUST BE SUBMITTED CONSTRUCTION DOCUMENTS AISC, SECTION A3.5 CD CC 0 AS A SUBSTITUTION REQUEST AND APPROVED BY ENGINEER PRIOR TO USE. B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE - - ma- CI) M W _ 2. GLULAM BEAMS 5) INSPECTION OF WELDING - - W CO CC CI 3. FRAMING NAILS (MANUFACTURER, 2• ALL NAILING TO BE IN ACCORDANCE WITH OSSC 2014 TABLE 2304.9.1 _ a Ili z MODEL AND PHYSICAL DIMENSIONS) - MUST BE UNLESS NOTED OTHERWISE. 1) PARTIAL/COMPLETE PENETRATION GROOVE WELDS X AWS D1.1 REF, NOTE (2 & 5) < 0 SUBMITTED PRIOR TO STARTING FRAMING 2) MULTI PASS FILLET WELDS X - ¢ Z 0 ELECTRONICALLY TRANSMITTED SUBMITTALS TO CONSIST OF NOT MORE THAN (4) SEPARATE FILES, 3. ALL NAILS TO PRESSURE TREATED LUMBER SHALL BE HOT DIPPED GALVANIZED 3) SINGLE PASS FILLET WELDS > 5/16" X - AWS D1.1 REF. NOTE (2 & 4) �- CO (f� C, 4) SINGLE PASS FILLET WELDS < 5/16" - X 0 CC WITH FILE NAMES) CLEARLY IDENTIFYING EACH COMPONENT. PREFERRED FORMAT IS A SINGLE Z PDF FILE WITH FIRST PAGE BEING A COVER SHEET THAT HAS BLANK SPACE AVAILABLE FOR 4. ALL FRAMING HARDWARE TO BE SIMPSON STRONG-TIE BRAND OR EQUIVALENT 5) FLOOR AND DECK WELDS - X AWS D1.3 < Lii C! SPECIFICALLY APPROVED BY ENGINEER. EXPECTED NUMBER OF REVIEW STAMPS. STRUCTURAL WOOD 5. ALL FRAMING HARDWARE IN CONTACT WITH PRESSURE TREATED LUMBER TO BE o L ) 1.... HOT DIPPED GALVANIZED 1) NAILING, BOLTING, ANCHORING AND OTHER - X 2014 OSSC 1705.11.2 REF. NOTE (6) 63Cii) L(') FASTENING OF COMPONENTS WITHIN THE 1`» 6. LUMBER GRADES: WIND/SEISMEC FORCE-RESISTING SYSTEM o- Lii to STRUCTURAL OBSERVATIONS -GLULAM BEAMS, 24F-V8 AT CANTILEVER AND 24F-V4 AT INCLUDING 6 uj OTHER CONDITIONS; A. WOOD SHEAR WALLS E. CONTRACTOR TO NOTIFY STRUCTURAL ENGINEER TO ARRANGE FOR A STRUCTURAL OBSERVATION BY THE -ALL SOLID SAWN LUMBER GRADES NOT SPECIFIED TO BE B. WOOD DIAPHRAGM CC ENGINEER OF RECORD OR HIS REPRESENTATIVE 48 HOURS PRIOR TO COVERING UP THE FOLLOWING. DF#2 OR BETTER; C. DRAG STRUTS -ALL WOOD IN PERMANENT CONTACT WITH CONCRETE TO BE PRESSURE D. BRACES E, 1. WOOD FLOOR/ROOF DIAPHRAGM NAILING AND STRAPPING - AT EACH LEVEL TREATED. E. HOEDOWNS 7. MOISTURE CONTENT OF LUMBER TO BE S19% AT TIME OF INSTALLATION. PROGRAM FOOTNOTES: es 2. SHEAR WALL NAILING AND ANCHORAGE 8. PLYWOOD: (1.) THE ITEMS CHECKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH 2014 OSSC CHAPTER 17 BY A CERTIFIED -FLOOR SHEATHING 3/4" APA INDEX 48/24, EXPOSURE 1; SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING AGENCY. FOR MATERIAL SAMPLING AND TESTING REQUIREMENTS, ch -ROOF SHEATHING 5/8" APA INDEX 32/16, EXPOSURE 1; REFER TO THE MATERIAL SAMPLING AND TESTING SECTION, THE PROJECT SPECIFICATIONS AND THE SPECIFIC GENERAL ci -WALL SHEATHING 1/2" APA INDEX 24/0, EXPOSURE 1; NOTES SECTIONS. THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION -NAIL AS SHOWN ON FRAMING PLANS. REPORTS DIRECTLY TO THE ARCHITECT, ENGINEER, CONTRACTORS AND BUILDING OFFICIAL ANY MATERIALS WHICH FAIL TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. 9. DRILL BOLT HOLES 1/16 INCH OVERSIZE EXCEPT WHERE NOTED LARGER. SPECIAL TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. t N 10. DO NOT NOTCH OR DRILL JOISTS, BEAMS OR LOAD BEARING STUDS WITHOUT PRIOR (2.) SPECIAL INSPECTION IS NOT REQUIRED FOR WORK PERFORMED BY AN APPROVED FABRICATOR PER APPROVAL OF ARCHITECT/ENGINEER. DOUBLE UP FLOOR JOISTS UNDER PARTITIONS. 2014 OSSC 1704.2 PROVIDE 1 X 3 OR METAL CROSS BRIDGING AT MIDSPAN AT ALL JOISTS. PROVIDE 2" SOLID BLOCKING AT SUPPORT OF ALL JOISTS. DOUBLE UP STUDS AT JAMBS AND (3.) CONTINUOUS SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON THE SITE AT ALL TIMES OBSERVING � UNDER BEAMS IN BEARING WALLS. PROVIDE 2 X SOLID BLOCKING AT MID-HEIGHT THE WORK REQUIRING SPECIAL INSPECTION (2014 OSSC 1704.3). PERIODIC SPECIAL INSPECTION MEANS THAT THE GENERAL NOTES U OF BEARING STUD WALLS. SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM THAT ALL WORK REQUIRING N SPECIAL INSPECTION IS IN COMPLIANCE. U (4.) ALL WELDS SHALL BE VISUALLY INSPECTED. l _ . S 0 M (5.) ALL COMPLETE PENETRATION WELDS SHALL BE TESTED ULTRASONICALLY OR BY USING ANOTHER APPROVED METHOD. • 0 JOB NO. 170300.03 (6.) SPECIAL INSPECTION IS NOT REQUIRED WHERE FASTENER SPACING OF THE SHEATHING IS GREATER THAN 4" O.C. PERa ©2018 GIDA P.C./IDA u1 RIGHTS RESERVED j 2014 OSSC 1705.10.1 & 1705.11.2 , _ w 1 - - 0 0 GI 4 © 0 6 6.5fill 132'-10" , , FOUNDATION NOTES: ` N 4., o f �4 10" _/ I I I „ 13'-61„I 18'-11�" 15'-51„ 6'-11„ ' � 10" y (+ 4' d /1, 19'-7" J 22'-6" d, 22'-S" J 22 -6 ! 2", 2 1 2 ,,, 2 A'/ • SEE ARCHITECTURAL/MECHANICAL DRAWINGS FOR DRAINS, SLOPES, AND /•5' ' ' r' OTHER FLOOR DEPRESSIONS NOT SHOWN. 1V4rEGO .• cd o 0 0 0 0 0 0 0 0 �; • SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ELEVATIONS, AND '> Q` o �' 0 U U C. `-) �' `.) `� o WALLS NOT SHOWN. A # 6 13,sz4•4� L� & a ci ci & c c� c c� c3i L: TJS► D. p+� I • SEE SOILS REPORT FOR ALL FOUNDATION AND SLAB SUPPORT‹oi t ti ik Q ' 6 REQUIREMENTS. THIS IS TO INCLUDE ALL EXCAVATION, FILL AND FILL finis: '//7J � 0 �� c /)/ ® �� PLACEMENT REQUIREMENTS. • VERIFY ALL WINDOW AND DOOR WIDTHS AND HEIGHTS WITH — iL,1 -0 1 0 �+ __ F.O.C. �� ARCHITECTURAL DRAWINGS. I on I Q COL. • ANCHOR NON SHEARWALLS WITH 5/8"0 J-BOLTS WITH 7" EMBEDMENT 6 L ` — — J OR 5/8"o TITEN HD WITH 5" EMBED AT 32" O.C. D w E © © if E 4' 0„ rr 1' 0" W 1 FOUNDATION LEGEND F.O.C. FACE OF CONCRETE ,? wrqCONCRETE FOOTING-- SEE SCHEDULE THIS SHEET ``' ~Erd G ® COL. CENTER LINE dF COLUMN : QaCo oSS FOOTING STEP PER DETAIL 1/52.2 �_7 O � �J�`� cn :0;1 c \':( m© �, �pSIMPSONHOLD- DOWNw v0 00 a�O \ a) -1 -6 TOP OF FOOTING ELEVATION o " /T.O.F. RELATIVE TO FINISH FLOOR U o 0 0 0 SHEAR WALL FROM 1ST FLOOR TO 2ND FLOOR cocn `�' "' `�' 4 . SEE SCHEDULE ON SHEET S1.2 gh ss��6� IX+°+ ��+� yJ's, �a� ® ��}�+� ��}�'}� �+� uI ��`°}� NOTE: ALL DETAIL CUTS SHOULD BE CONSIDERED TYPICAL AT co D ��' Z•� _ `� `� CD I' c�`� © LIKE CONDITIONS. 13- cb 1:11 f� - - - rI B oLLJ F I ® COL. `t B U U I © _ _ I — I I © I I I I = �' L I Alk cc I L _ - - _I L _ _ _ J 1- cL ,— ® 1 r — B ® Z � B B J }�� I c, FOUNDATION PLAN KEYNOTES ��} G L— — o I E•-• 0 (E) 6" CONCRETE SLAB 41, 0 (E) TILT UP WALL TO REMAIN A4 © d- 8 ler h} 52.1 h41, (E) FOOTING O � T 61 OD 2c) O (N) STARS TO SECOND FLOOR PER SHEET S5.1 - ARCHITECTURE `' 0ENGINEERING (N) ELEVATOR PER 9/52.1 (6 ) REMOVE EXTERIOR SLAB AND INFILL WITH NEW 6" CONCRETE PLAN NII N G © SLAB REINFORCED W/ #4 © 18" O.C. EACH WAY1111) INTERIORS ® ® 0 o O (N) RETAINING WALL BY OTHERS 15895 SW 72ND AVE SUITE 200 �' w PORTLAND, OREGON 97224 --� I (8) (N) 4x6 © 16 O.C. WOOD STUD BEARING/SHEARWALL TO-5 -6" A.F.F. S U TEL. : 503 . 226 . 1 285 1'- J' U o Cf) 6 1'-0" REPLACE (E) CONCRETE TILT WALL PANELS BEING REMOVED T.O.F. 1111 m ® ® tl" FAX : 5 0 3 . 2 2 6 . 1 670 © - - ® f� SIM. 0 51M. ,_ w WWW . CIDAINC . COM o �oP-. C 11, � SIMW I I '''' —(j)—\\ c i ®SIM. c3 E IID 1 I - - S — - - - s _1-0-1_‘1 Z J— —1_ r I I COL. 0 - - A I • I J ` I I '0 N 5Ask \---(8) ss Ss, ss FOOTING SCHEDULE -5- \-" '-6 A.F.F. h � '''. ..N. � CO T.O.F. �'� ® © 6�7 Q 6�7 64LP J'� MARKWIDTH LENGTH DEPTH REINFORCING NOTES h�` �6,f �h m I I I n 5'-O" 7'-0" 1'-0" (8) #5 LONG AND (6) #5 TRANS. �G} I � SCO ca I I I I I I j ® B 1 7'-O" 7'-O" 1'-6" (8) #5 E.W. CO = C ' 2'-O" CONT. 1'-9" (2) #6 LONG T&B I I I I I I ! I 0 I I I I #6 0 12" 0.C. TRANSVERSE T&B D . 21'-O" 6'-0" 2'-9" (7) #6 LONG T&B >" _\, — #6 AT 12" O.C. TRANSVERSE T&B ± Ili r s E 3'-0" 3'-O" 2'-9" (3) #6 EA. WAY T&B 1 F 15'-0" 6'-O" 1'-9" (7) #6 LONG T&B w CC CC () 4 6 6.5 (16) #6 TRANSVERSE T&B 0 0 © 0 ® 0 a 0Z Ili 0 3'-0" 4'-0" 1'-9" (4) #6 LONG T&B 0CleM II O NOR 4. 1 FOUNDATION PLAN (5) #6 TRANSVERSE T&B aC) m W 1. DIMENSIONS NOTED ARE FOR INTERIOR PORTION OF FOOTING -- SEE 6/52.1 FOR D Lii ❑ CC Sil 1/8" = 1' 0" PORTION OF FOOTING ADDED TO EXTERIOR U Z 0 LI co < ❑ D z z u.i cn a o 0 p z ti W w W ECCW 4 0 JDIn 0 U w C - i n T, 9 C- CL ., FOUNDATION PLAN 0 S 1 slul 0 0 n 0 N. JOB NO. 170300.03 0 2018 GDA, P.C./CIDA ALL RIGHTS RESERVED a v a i Li o 0 0 o © 0 6 6.5 0 1111.111111111111 132'-1 O" � I . f . 4k PROF, o' . 10" I, 19'-7" 1 22'-6" I 22'-6" I 22'-6" 13,-621" 18'-11 " 1 10'-5" 1 11,-2" 1�,- 10" O1N �`-/- 1 � LEGEND I I II II II III II I II IIII I 1II IIIII II`II II II I I III I I I III I II II IIII 1II lI1 IIIIII 1I II1 1I IIfI IlI IlI iII llI iiI l l iIk Il lI Il IIl IlI lIIIl IIlI1l Il IlI Il Il iI Il l l 1 • ' .__i .__i 0 _i 0 0 0 0 � � ' ca 0 .6 " o Q F.O.C. FACE OF CONCRETE ivi J► 8 ;03° / LCi & C3J Ci C� i i 3, C� L: { ,, � 9'-112 1„ -' 8 S3.1 © SIM.M ' © 4' 6,-51„ • hr � � OA CENTERLINE WOOD SHEAR WALL--SEE SCHEDULE THIS SHEET F. OSHEAR WALL FROM TOP OF (E) TILT TO 2ND FLOOR /4 D. GP L IRES' /1O/II j 0 2z4errs 4x56 I I IVi24zI l l I I' { NI I11wY45 . . COL. ' �+ SEE SCHEDULE ON THIS SHEETm II I I IW' I5' 1 1 I // ' '4x5'1IIII ` SIMPSON HOLD—DOWN ABOVE AND BELOW FLOOR FRAMING D/ I I1 1 { 1 1 I 1 1 1 1 I 1 1 1 1 1 I CONNECTED BY THREADED ROD w _- / tiv ,,,,,,, ,,, , - - — — — — I — -I I i I I 1 1II 1 I I ,_ L.„ , ,,J , I � � „ wcn IIce LU WUDI I I I I I 1 1 1 I 10 a#000 , oo 0 Q 4x5 z.' 100 1 1 1 i i I 1 1 0 ! I I _ LU 1 I1I1 0,0,014"40 I - 1 II11 ' at Q �wna � PO I 1 ! I I I I 1 I I W CO c0 c0 cn a) OII /PI" 0 Io NOTE: ALL DETAIL CUTS SHOULD BE CONSIDERED TYPICAL AT LIKE CONDITIONS. 1-] CJ \ \ \ NI 0I00°1 W 01 CD ,- O CD o III® ' �Or NOTE: COIL STRAPS TO BE INSTALLED FLAT TO FRAMING, WITH NO ul — CN1M � ilf) II1IIII 1II1III1I1III iIIINtIII lIII 1II1I 1II1IlI II IIIl IlI iIIlI! IlI IlI IlI lI lI '1lIII 1lIII I!lI l1 iI1II iIlI ll ilIIr Ill llI llI Itl llIlIlli ll1I I 1 BUCKLING UCKLING OF EXCESS LE NGT H BETWEEN FA S TE NE RS .I11A•0 -� � 531, 2 I I � l1 18 POI4x6 ��r � `►, a.-j8 09 NWT 142468 IX W24x6 J2)x94 JIP COL.B / .4 f1W24x55 a 12 0 [ Si Is #0#40,#Alt I •N 00 WI I I 10 9 S31 FRAMING NOTES: 1 � ® 4PAP/ WlxS5' • SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF OPENINGS. 0 - - - W24x55 Ix AI c. 1I I1 • PROVIDE HEADERS PER 1 53.1 AT OPENINGS IN BEARING WALLS ® � ��- I I /ox ,000/000# el 24x 5 I � I �0 m 1 . 1 r► 9 � I® 9 I / 4�►P /// _ ' ' ' ' ' - I 1 ' / FLooR FRAMIN KEYNOTES ora A I A :AB / i„00 � 61 . .,, ,, ' I n �I nnI enIF-- iy � / I_ , O3/4" T&G PLYWOOD GLUED AND NAILED SHEATHINGARCHITECTURE � �1 ! 1 1 I 1NAIL PER SCHEDULE ENGINEERINGL _ � � N I I III ® STRONG APERPENDICULAR DLW/ 3/4" THICK3000PSI EVEROCK TOPPING PLANNING I 009rik II I 32" RED—S 0 16" O.C. ALIGN WITH STUDS INTERIORS 0l� , II IllI © FLOOR LOADING: DL=36 PSF LL=80 PSF 15895 SW 72ND AVE SUITE 200 ��PI/� I � ,I I I I © 4x6 FLAT CO 16 Q.C. PORTLAND, OREGON 97224 TEL : 503 . 226 . 1285 � �� 44I I i lI l 1 1 { 0 1 1 I I I O 2x6 © 16" O.C. WOOD STUD BEARING/SHEARWALL ON TOP OF E CONCRETE TILT WALL FAX : 503 . 226 . 1670 WWW . CIDAINC . COM I 1 I 1 I WI4155 II IIN24x5 CL. F.O.C. = O KICKER AT 4'—O" O.C. — CENTER BETWEEN JOISTS CONTRACTOR COORDINATE WITH JOIST LAYOUT .1° .:44410(1:1091°, 4 55 X 4x55 III Il M I2x55 - ' I W24x55 0 4x ® 16" O.C. WOOD STUD BEARING/SHEARWALL ON TOP OF 9 am 0 (E) CONCRETE TILT WALL 12 8 S3.2 ® ® 10NW 1 AI 0 STAIRS TO SECOND FLOOR PER S5.1 I I ® © 1 I 1 I ®SIM. 1 I I I I I I I I I I (i) ELEVATOR SIMPSON CMST14x5'—O" WITH (66) 10d EACH END AND I 1 1 I 1 1 I O 10d AT 6" O.C. THE REMAINING LENGTH 1 1 I I I I I I PROVIDE 4x6 FLAT BLOCKING BETWEEN JOISTS AS NEEDED (717)) CANOPY PER 10/S5.2 >III I I I I m JOIST MANUFACTURER TO PROVIDE ADDITIONAL JOISTS AND HEADERS II- 0 A5 REQUIRED AT MECHANICAL SHAFT ± O 6 6.50 • p CC FLOOR NAILING SCHEDULE * Maz oc o NORTH 2ND FLOOR FRAMING PLAN ZONE EDGE FIELD NOTES W m W 1Lill 4 ill) 1/8" = 1'—O" U 10d ® 6" O.C. 10d © 12" O.C. 1 U Z 0 Z O O 10d ® 6" O.C. 10d © 12" O.C. 2 LLCl) < NOTES: p 9 1. WHERE NO NAILING TAG IS GIVEN, USE ZONE 1 NAILING. Z Q 2. BLOCKED DIAPHRAGM Z W CO O NV2p Z SHEAR WALL SCHEDULE NOTES: a W (D SHEAR WALL SCHEDULE 1) ALL PLYWOOD SHEATHING EDGES SHALL BE BLOCKED WITH 2x FLAT BLOCKING AND NAILED PER SCHEDULE. Uni E 2) WALLS WITH PLYWOOD SHEATHING EACH FACE SHALL HAVE AN OFFSET PANEL JOINT LAYOUT ON CC SILL PLATER 11 OPPOSING FACES TO PROVIDE EDGE NAILING ON DIFFERENT STUDS, OR 3x FRAMING MAY BE USED WITH MARK SHEATHING PANEL EDGE NAUNG NAIUNG OF MULTI—PLY STUDS STAGGERED EDGE NAILING. 1,25 4,5,6,7,10 AT ABUTTING PANEL EDGES SIZE ANCHORAGE N 9 3) PLYWOOD SHEATHING SHALL EXTEND TO THE TOP PLATE FRAMING AT DIAPHRAGM SHEATHING HEIGHT, 05 O 15/32" PLYWOODU.O.N. AND PROVIDE COMPLETE COVERAGE TO OUTSIDE EDGES TO VERTICAL BOUNDARY MEMBERS. 10d NAILS AT 4" O.C. (2) ROWS 16d AT 6" O.C. 2x 24" O.C. ONE SIDE 4) PLYWOOD SHEATHING SHALL BE NAILED AT INTERMEDIATE FRAMING MEMBERS WITH PANEL EDGE NAILS AT 12" O.C. 0. © 15/32" PLYWOOD 10d NAILS AT 3" O.C. 5) PLYWOOD SHEATHING SHALL BE NAILED WITH COMMON NAILS. (2) ROWS 16d AT 6" O.C. 2x 16" O.C. ONE SIDE STAGGERED 6) NAIL HEADS SHALL NOT PENETRATE FACE PLY OF SHEATHING. 0 © 15/32" PLYWOOD 10d NAILS AT 2" O.C. 7) NAIL PLYWOOD SHEATHING AT BOUNDARY MEMBERS AND TOP PLATES WITH EDGE NAILING PER SCHEDULE. ONE SIDE STAGGERED (2) ROWS 16d AT 4" O.C. 2x 16" O.C. 8) SILL PLATES IN CONTACT WITH CONCRETE STEM WALLS, SLABS AND FOOTINGS SHALL BE PRESSURE TREATED. U O 15/32" PLYWOOD 10d NAILS AT 4" O.C. ,� 9) SILL PLATE ANCHORS SHALL BE 5/8"0 SIMPSON TITEN—HD SCREW ANCHORS BOTH SIDE STAGGERED NA 2x 12 O.C. WITH 5" EMBEDMENT. ALL ANCHORS SHALL HAVE 8.0.229"x3"x3" PLATE WASHERS ON TOP OF SILL PLATE. MINIMUM OF (2) ANCHORS EACH SHEAR WALL, 12" MAX FROM EACH END OF SILL PLATE. ALL w © 15/32" PLYWOOD 10d NAILS AT 2" O.C. ANCHORAGE SUBSTITUTIONS MUST BE APPROVED BY ENGINEER. FLOOR FRAMING PLAN STAGGERED NA 2x 8" O.C. , BOTH SIDE 10) WALLS SHALL BE FRAMED SUCH THAT FRAMING AT ABUTTING PANEL EDGES CONSISTS OF 3x, FLAT 2x, OR DOUBLE 2x WITH NAILING PER SHEAR WALL SCHEDULE AT ABUTTING PANEL EDGES. STAGGERED NAILING IS REQUIRED FOR FASTENING OF j ABUTTING PANEL EDGES TO THE SAME FRAMING MEMBER. S I ■ 2 11) SILL PLATE NAILING APPLIES AT SHEAR WALLS LOCATED ON TOP OF WOOD—FRAMED FLOORS. i SILL PLATE ANCHORAGE APPLIES AT SHEAR WALL CONNECTIONS TO CONCRETE STRUCTURE BELOW. JOB NO. 170300.03 F, ©2018 City P.C./G10A All RIG ITS RESERFlE1) a Iii 0 0 © 0 © 0 6 6.50 LEGEND 132'-10" I I 4'. F.O.C. FACE OF CONCRETE of f��4'�.10_) 19 -7 �, 22 -6' �, 22'-6" � 22 -6 ��6 1/, 18'-11 1/2" ! 1O'-5" 11'-2" X10 T.O.P. TOP OF PARAPETFolei0igp 8 '� y J „i J J -j J W18x35 c=5/8" " WELD SHEAR TAB TO BEAM p'V► • .co ?3,'1 C1 Uo 0 0 0 a 0 WEB PER DETAIL 2/53.2 ao- �Q Li: ci c -i c&I ci c .1 ci c� `` CAMBER . rJ C1 so, aP eArk WF BEAM SIZE I EXPIRES: 10947 I 0 ® o O INDICATES ADDITIONAL SNOW DRIFT ♦♦ I DRIFT # PSF LENGTH 0 - - - - - - . F.O.C. +DI A f 011 r 0 COL. PSF ^♦��r��'�. . - I i II II 11 II It1 I I 1111 rI 11 I I EI illT. I I I I I 1 --l. 1 A 5.6 2'-10" IB 18.0 6'-4" n 1 1 ! I I I I I I I I ! 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 r l I I I I I I I I I I l l l l V I I I ! I I I E 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I l Y k l l l l l l l l l l l l l 1 1 1 1 1 I_ LENGTH w III I IIIIIIII II I I III I I I I I I VIII . 11 I I 11 I I I I . iicc I I WOOD SHEAR WALL--SEE SCHEDULE SHEET S1.2 3 © I f l ! 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ! I I I I ! I I I I I I I E 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ! I I I I I I I I 1 I I I ! I I I I I I I t I I I I I I I LSI ® I I I I I Ill l I I I I III III I ! I I I I I I I I III I I I 1 ' SHEAR WALL FROM 2ND FLOOR TO ROOF Ix ce Z 3 O SEE SCHEDULE ON SHEET 51.2 .- z I- w v' I I I I I I I I I I I 1 ! ! I I I f I I I 1 I I I I I I I I I I I ! I I I I I I I I I ! 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 ! I ! I ! I i I I I I l E l 1 1 1 1 ! I I I I l i l l l l f l l Y l l l l 1 L,..I W d I- I . . . O c II I III IIIIII I II III I IIII II II IIII I I II II o2W oW J J fZ I I I I I I I I I I I I I I I I l Y 1 1 1 1 1 l 1 1 I I 1 I i Y 1 1 1 1 1 1 1 1 1 E f 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ! I I I I i I I 1 r I I ! I I I I I 1 I I I I I 1 1 1 1 1 1 1 1 W C.� s QROOF FRAMING NOTES: a o. lqI I I I I I I I I I I I i 1 c) 000 0 Y I I I E I 1 ! I 1 ! I ! I I I I I I I I I I ! I ! ! I I I ! I I I I ! 1 I I I I I I I I I I I I I I I I I I I i I I I I I 1 I I I ! i I I I I I I I I I I I I I I I I I I ! I I I I I I I I I 1 r-) • PROVIDE (3) 2X6 HEADERS PER 1/S4.1 AT OPENINGS IN STRUCTURAL WALLS U.N.O. ' I • WIND DESIGN CRITERIA FOR ROOF TRUSSES: ASCE 7-10, 120 MPH BASIC WIND SPEED, 0O co oO rn °' IIII I III III III 11 1 1 1 1 1 1 1 III III 11 I I I III I I IIII EXPOSURE B, OCCUPANCY CATEGORY II, COMPONENTS & CLADDING. o N rn — - m • TRUSS DESIGNER IS RESPONSIBLE FOR SPECIFICATION OF CONNECTION BETWEEN O � - - - - 1 1 I 1 I I I f l i l l l l 1 1 ! I I I 1 1 1 I I I I I 1 1 I I 1 I I 1 I 1 I 1 1 ! ! 1 1 1 ! 1 1 1 1 1 1 I I I I I I 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 ! I Y 1 1 Y I ! 1 Y I I ! I 1 1 1 Y I ! I I I © w rn r r N MULTI-PLY TRUSSES (IF USED). o .- - o 0 I I I I I I © I I I I I I I I I I I I I I I I I I 11 I I I I I I I I • CONTRACTOR COORDINATE SIZE, WEIGHT AND LOCATION 4F RTU N '— N N Lt) 1 1 1 1 1 1 1 1 1 I I I ! I I I I I I I f l l l i l l l l l l l l ! ! 1 I I k 1 1 ! I 1 I I I I I I I I III 11 II ISI I I I IIII m 3' ItIII II I IIII ! I I I I I I 1 I I r I I ! 1 1 1 1 1 1 1 1 1 I 1 I I I 0 1 N I I II 1 I I 1 I I I 1 I I 1 ,J ,-_ i2J5L 111 1 1 1 11 1 1 II 1 II I I I1 ! I Ilk 1 I ! ! I I I I I I I IL ' 2�" GLB , "x24" 1 1LjLBI6 ,J24I" 1 9 I _ ' 1 1 11 1 I J241x5� ® 1 GLB 6 "I24" COL. B - - - - I C 1 B 9 10 -� - - - ,. �� 0 ��I 0 KEYNOTES • 41. „ i '.. I I I I 1 /- 1 I I I I I I , ” NEP I 3 x 11 LVL 2.0ENIPNow �P��T I I I r I I 1 I 1 I 1 1 1 1 ®1 1 1 1 1 I - 1 I I junk1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 I 1 1 1 ! 1 1 I 1 1 I ! I 1 I 11 I 1 I I 1 1 I 31 —0 19/32" PLYWOOD SHEATHING INV i 0 /T.O.P. O NAIL W/ 10d © 6" Q.C. EDGE Sc 12" Q.C. FIELD I I I I I I I I I I ilk ® I I I I I I I I I I I �' . ,_ " STRONG AXIS PERPENDICULAR TO JOISTS I I I ! I I ! I I I I I I I ! 1 ! I ! I I I I 1 I "X11 " LVL 2.0E I I 1 I I I I I 1 I I I I E I I ! I I I I I I I I I I I ! I I I I I I I I I I I I I f I ! I I 1 I I I I I I I I I I I ' I I I I `T.O.P. " R — 1 " A T g © 20 ED L ® 6 01.0 LIGN WITH 5 UDS - - - - - ROOF LOADING: DL=17 PSF SL=25 PSF + DRIFT IIII I III III I1'11 1 1 I II 1 I l l l l 1 I I l I I ! I I E I I I I I I ! I I I 10 I I r r11 r I © 1 1 I I I I I I I I I I I f I I ! 1 I I I I I I I I I I I I I I f I I I I I I I I I I I I I 1 f I I I I I 1 I I I 1 I I I I I • 0 2x6 FLAT JOISTS © 16" O.C. fik4:( 1 1 1 IFI IIl lI 1l 1l 1l 1Il ! E lII II I I lIV lIi!I lII lII lI l I1 1 1 1I ' III 1 1II! 1 II1 ! II1 1 II1I I III II I II 1I 1! 1I 1I iI I t I II I II II II III I II 1 1 II II I 061 WOOD STUD WALLS PER S1.2 I 1^- I ° I l I ' II1 o v � © I ! GI 2x6 © 16" O.C. WOOD STUD BEARING/SHEARWALL a, SHEATHED ONE SIDE W/ 15/32" PLYWOOD NAILED • F 10d ® 6" O.C. 111 ARCHITECTURE = :t4 f 1 1, ! I 1 1 1 1 ENGINEERING © I I IU 7 f l l l l l l 1 1 1 IIII I I I I 6 (6) 2x6 DF #2 © 16" 0.C. ALIGN WITH STUDS BELOW PLANNING® I � m CO1II ® 0HSS5x5x3/8 ELEVATOR SAFETY BEAM BELOW PER 3/S3.4 INTERIORS i i l I G7 I C1 1 11 ! 1 1 I f 1 1 1 1 I r I 11 I I I I 1 I 1 I I I 11 I I C8) PROVIDEN 2x41 FIAT BLOCK!NG 1BO d ETWEEN" 0 ST UNDER STRAP 15895 SW 72ND AVE SUITE 200 Olik I I 1 I I I I I I i I I I I I I I I i I I I I I I I I I I 1 I 1 I i r I I i I I I Y I I I I I I I I 1 1 I I f I I I I I 1 I I I I I I I I I I ! I I I I I I I I E I I i I I PORTLAND, OREGON 97224 I I I IB I SIMPSON CS22x6'--10" WITH10d © 6" Q.C. TEL 5 0 3 2 2 6 1 2 8 5 I IIi � i I III I III I I II9PROVIDE2x4FLATBLOCKINGBEENJOIST UNDER STRAP F A X : 5 0 3 . 2 2 6 . 1 2 7 0 WHERE NEEDED www . clDA ! Nc . corlI i f I I k I I I 1 f i I I I I I I I l I I I I I I I E I I I I I I I f I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I k I I I f I - - � I I I I I I 1 1 ! 1 � I.� ioS I I I 11 Q .,. (io) SIMPSON CS22x13'-0" WITH 10d ® 6 6" O.C. 0111 SIMPSON CS16x2 6" WITH 10d 0 6" 0.C. _ 31'-0"/ \35'-6" F.O.C. �J 8,000LB MAX WT RTU 0 O T.O.P. T.O.P. r- ® PROVIDE ADDITIONAL JOISTS AND HEADERS AS REQUIRED O ® JOIST MANUFACTURER TO PROVIDE ADDITIONAL JOISTS AND 1 I 1 I ' ® I 1 ® HEADERS AS REQUIRED AT MECHANICAL SHAFT AND ROOF HATCH I I I fE I I I I I I 1 I I I I I I I I I f I I I 3 >im I I I I I I I I I I eeO insm 6 R ® 0 0 0 0 0 © 0 0 9 Z 0 o- Q . CD NORTHo o w I ROOF FRAMING PLAN W z o 81.3 1/8" = 1'-0" 0 L.=_ CO < - co ! I I I I z a z I i I I I I I I Q LUc" 2 Ln _ z NOTE: DO NOT INSTALL EXTERIOR WALL FINISH OVER PLYWOOD Lll c75 I I I 1 I I I 1 PRIOR TO COMPLETION OF ALL STRAPS BEING INSTALLED AND W SHEARWALL NAILING OBSERVATION CONDUCTED.E. I I W l 1 1 I -- 1 I 1 ! Lii c,, 6IX \_.7 0 ,_ .., NOTE: ALL DETAIL CUTS SHOULD BE CONSIDERED TYPICAL © I I 1 I I 1 I I AT LIKE CONDITIONS. O 0, a0L a, ak 1 1 1 I 1 1 1 I M NOTE: COIL STRAPS TO BE INSTALLED FLAT TO FRAMING, WITH NO BUCKLING OF EXCESS LENGTH BETWEEN FASTENERS. 14117 itI 1 I I I 1 I 1 U OA I I I I I I I 1 I I a I I I I I I I I t a ROOF FRAMING PLAN cr,`'' 0w IxS 1 . 3 NORS TM 2 PENTHOUSE FRAMING PLAN JOB NO. 170300.03 81.3 1/8" = 1'-0" ®2018 aaa P.C./cIDA u1 RIGHTS RESERVED 0 w BLOCK OUT AS REQ'D 1 1/2" TYP. 43 STEEL TUBE--SEE . . .1 pQ� FOUNDATION PLAN 3" tf .r. / ♦ BASE PLATE PER TABLE _ STEEL TUBE--SEE ' ? 1 4', 69 z � ♦ ♦ FOUNDATION PLAN P 0 _ , •5. . ; T-, 07:04 ! i I 1/4 BLOCK OUT AS REQ'D 5/161/ N + ♦ / CONTRACTOR OPTION: I f.......erEGO USE EPDXY ANCHORS W !____-i ° Q'SIZE AND EMBED PER SCHEDULE ♦ ♦ R1 1/4" X 1'-0" X 1'-0" Q13 ��o a�, r W/ (4) 3/4" DIA. r 'Ca /2" CLR. c' "J" BOLTS W/ 8" EMBED ' /S D. G` I o L STEEL TUBE-- FOUNDATION PLAN 1 1/2" NON-SHRINK � OPth-SEE CONCRETE SLAB--SEE PLAN CONCRETE SLAB--SEE PLAN cJ�I BLOCK OUT AS REQ'D A-A GROUT FOR REINFORCING FOR REINFORCING — -- STEEL BASE PLATE--PROVIDE SHIMS AS REQUIRED (E) TILT WALL #4DOWL x3'-0" 1- 1 1/2" NON-SHRINK GROUT i } SPACE TO MATCH REBAR m A A EMBED 4" W/ SIMPSON mm SET-XP EPDXY ADHESIVE 'J 1/8" WIDE SAW CUT OR TOOLED TOOLED EDGE-1/8" RADIUS x JOINT W/ 1" DEPTH FIM )/'SRAJ._ , ' >' I THTflt 1/2" DIA. SMOOTH BAR x 1 -6 C I—I 1 I—III—I i • ' ' ' Z z 2 -0" O.C.--GREASE AND WRAP OR `; •• . r, ? �� •� II II �p°�°Y°SO °'Oct z ! PLASTIC COVER ONE END. 1 II II��' ° II II ° °�a� o °o°° w w U) 3" TYP. ° II II ,a °p 7TL g�'°q� �d � w w m w F• w 4731 1 2" CLR. TYP. w °w / w J1 lL `�° —I�I—I�I-1� JII II p ° 3 lL 3 O o� —11 cry I cn I - �1 L3 I I IIIII p p w 6\ w 0 0- �� -- �'_, L ' • • + (E) STEM WALL--/ \ TOP REINF. MAT a • i I � PER SCHEDULE wa z I r r> � � � o o IO °°o�•�'� ° Ip��°° \ FOOTING PER PLAN I— I— ``' m ° b°° O °o \ to cn a U ° qq\°°�`,. °�� 1 1/2" FOOTING--SEE FOUNDATION PLAN W — iI II III: CLR. TYP. (E) FOOTING 1- I-1 1 1 1 1 COLUMN BASE PLATE ANCHORS ° N °' 04 N BOTTOM REINF. MAT 0 HSS6x6x1/4" FL'1 1/4"x 12"x 12" (4) 3/4" "J" BOLTS W/ 8" EMBED , WIDTH PER PLAN PER SCHEDULE Cr) T r O o HSS8x8x3/8" R1 1/4"x14"x14" (4) 3/4" "J" BOLTS W/ 8" EMBED #4 DOWL x 3'-0" MATCH FOOTING REBAR SPACING N EMBED 4" W/ SIMPSON SET-XP EPDXY ADHESIVE CONTROL JOINT--REINFORCED SLAB CONSTRUCTION JOINT INTERIOR COLUMN TO FOOTING CONN. 4 COLUMN @ WALL PANEL 3/4" = 1'-0" 03300-02 3/4" = 1'-0" 03300-03 3/4" = 1'-0" S2. 3/4" = 1 '-0" v7 w 16" ;(6) PI_I 1/4 V (8) VERT.NTH > 12 1/2" CLR. •♦ w ♦ STEEL TUBE--SEE #4 TIES ® 8" O.C. W/ (2) #4 TIES IN TOP 5" @ A.B. FOUNDATION PLAN NOTE: / STEEL TUBE--SEE o COORDINATE ALL DIMENSIONS FOUNDATION PLANci 10 11-4- di ♦ WITH ELEVATOR MANUFACTURER PER PLAN II - + . BLOCK OUT AS REQ'D BLOCK OUT AS REQ'D - - COORDINATE SIZE, TYPE AND A A LOCATION OF ALL EMBEDDED _i Q FL1 1/4" X 1'-0" X 1'-0" BASE PLATE AND PLATES AND ANGLES WITH �,I ID ♦ ♦ �� I W/ (3) 3/4" DIA. ANCHORAGE PER ELEVATOR FOOTING - - ELEVATOR AND SUMP MANUF. fil , �' (' COLUMN PER PLAN \ c3J "J" BOLTS W/ 8" EMBED I 3/S2.1 /PER 8/52.1 n WALL PER PLAN 3" v ,/' ,—,��— — ,r f 1 1/2" NON-SHRINK : I STEEL TUBE-- SEE _____\/\._ - 'r GROUT 4 • i Zrpi + Li FOUNDATION PLAN ANCHORAGE PER 3/52.1 o (E) TILT A-A - ,�--{ CONC. SLAB61 ARCHITECTURE WALL #4 DOWL x 3'-0" / \LII BLOCK OUT AS REQ D (E) TILT WALL _ \ w < ENGINEERING SPACE TO MATCH REBAR } i SPACE#TO MATCH REBAR 2 > > PLANNING EMBED 4" W/ SIMPSON 1- lL J1 -I I m _ #4 ® 2'-0" O.C.--TYP. 24' [ ANCHORAGE EMBED 4" W/ SIMPSON A A cc �-IlL "� ¢ �~ U FIN. CRA PER 4/S2.1 SET-XP EPDXY ADHESIVE SET-XP EPDXADHESIVE < A �� A ! cc I—I I 11=1 24"�-- INTERIORS F t� O s FF—111-111- 7T- 1 -7 1i_ i i 1 _ i FI'f 1 �RAr `' Q ' — I I - I 8" CONC. WALL --TYP. T I — I _ _ Z ' . 7 REINF. W/ #4 © 12" O.C. E.W. 15895 SW 72ND AVE SUITE 200 I 1- w ' I 4� f, PORTLAND, OREGON 97224 I ISI , I-I -� - 4" TYP.-� VERIFY• W/ MANUF • �•0�� a�• °•O 'o 12' CONCRETE SLAB W/ #4 ® 12" Q.C. TEL : 5 0 3 . 2 2 6 . 1 2 B 5 II II1—/-11 - - __ .°o O o I j I—I I �;;py�i ` Q II II II II °o�° (}°oo II II 4.00°° p4 O �• � '�° II IE o o c_i (�°o FAX : 50 3 . 2 2 6 . 1 670 1t I I I I . _�j _ •g ,� o � E.W. TOP AND BOTTOM lL 3 lL� °J1 �L3 —III--I 1 I (E) STEM WALL IL lL1711 —l� - www . c I D A I N c c o �+ (E) STEM —III--I I 1-11 t3 ti3 • w WALL \\\ • • , • #5 T&B CONT. 1<. � —III—I I TOP REINF. MAT • TOP REINF. MAT 1 • PER SCHEDULE PER SCHEDULE BOTTOM REINF. MAT` • o - I 8" CONC. SLAB-- REINF. PER SCHEDULE FOOTING PER PLAN o sy I C\ I W/ #5 12" O.C. FOOTING PER PLAN o • �w j WIDTH PER PLAN UJ 0 / ii\_ .r ,— V) Ac_____#4 DOWL x 3'-O" MATCH FOOTING REBAR SPACING - BOTTOM REINF. MAT - E) FOOTING co EMBED 4" W/ SIMPSON SET-XP EPDXY ADHESIVE (3) #4 DOWL x 1'-0" T&B / J WIDTH PER PLAN L PER SCHEDULE EMBED 4" W/ SIMPSON (E) FOOTING Jr 1 '. SET-XP EPDXY ADHESIVE 4 DOWL x 3 -0MATCH FOOTING REBAR SPACING # ' " /COLUMN FOOTING PER SCHEDULE EMBED 4" W/ SIMPSON SET-XP EPDXY ADHESIVE COLUMN @ WALL PANEL s i COLUMN @ WALL PANEL COLUMN @ WALL PANEL 8 ELEVATOR PIT DETAIL 03/4" = 1' 0" S2. 3/4" = 1'-0" 3/4" = 1'-0" S2. 1/2" = 1'-0" >Pm Ife 1 / 8 l'-10- 4, (N) STUD WALLCONNECTION OF WOOD SILL PLATE a W cc co ® '' -47 + 0 c�PER PLAN-\:-( PER S1.1 �I CONNECTION OF WOOD SILL PLATE 0 Z -� �I STEEL TUBE--SEE FOUNDATION PLAN ' PER S1.1 = Z C3 (N) STUD WALL a. = 0 d� BLOCK OUT AS REQ'D PER PLAN (2) #4 BARS TOP AND BOTTOM OF WALL W 0 CO li.1 0 CC J ♦• ♦ BASE PLATE AND ANCHORAGE #4 DOWELS TO MATCH AND LAP SLAB REBAR U Z O PER 4/52.1 D #4 DOWL x 3'-0" Q 22"x16" SQ PLINTH < #4 DOWL x 3'-0" SPACE TO MATCH REBAR CO p CC O Li:Q _1 �/ (8) #6 VERT. > 12 SPACE TO MATCH REBAR EMBED 4" W/ SIMPSONi. a LLI Q A-A #4 TIES © 8" 0.C. W/ (2) #4 EMBED 4" W/ SIMPSON SET-XP EPDXY ADHESIVEco 0 I 2 L TIES IN TOP 5" © A.B.`-'; f i SET-XP EPDXY ADHESIVE Z I- l'''' j . < UJ ci?) 1 - I `r4411,A.„.4.1 w JJ i STEM WALLN • •_ Z 0 13 ~ in •• V I/ 1 0.OQ]-y68O1°0 0� li / d. mila II II /oy0� O8 'OpO ii 7 . . r J cfclq()% "a0.°,).o LLI ' I og43 • I Il—�I- �(E) STEM WALL CIC l�3 PJJ I I—II1=1'11= " -717 RUN 1 N 1SLAB OVER REMOVE AS STEM WALL BEYOND I III—III—I I Q EQ EQ 4" 8" 2'_ 0" a #4 AT 18" O.C. E.W. #4 C°? 12" VERT AND O NECESSARY (E) STEM WALL e /VERIFY W/ p #4 © 12" O.C. HORIZ.05 MANUF. oI } i } 1n W/ STD. 90' HOOK ��...••••••••• "' A I A . /�— U / (E) FOOTING AND --�,�-- STEM WALL Z FIN. pRAy (E) FOOTING -f \ II I fI FIN. 1 +ffl • .NQ I— I I— #5 AT 12" O.C. E.W. T&B � F 1 (3) #5 LONG AND #5 AT 12" O.C. EW. I ! if a L- J '• \ 1 • , • • _ AT SIM. CONDITION f of AT SIM. CONDITION DEMO (E) FOOTING + i - DEMO (E) FOOTING _ ° FOUNDATION DETAILS r' g"dam VERIFY W/MANUFACTURER s S * •r` -I AND STEM WALL ` AND STEM WALL 9 1'-10" 9" FROM PLINTH m.8. /�J S2 . 1 O •Ijr 9" jr 6" ), 9" I O M 9 ELEVATOR SHAFT PLAN 10 NOT USED 11 COLUMN @ RETAINING WALL PANEL 12 RETAINING WALL PANEL JOB NO. 170300.03 S S2. 1/2" = 1'-0" S2. 3/4" = 1'-0" S2. 3/4" = 1'-0" S2. 3/4" = 1'-O" ©201aca&P.c./c2uA /a RIGHTS RESEROED p - 1.1111111111 LJ ipliNAVAidhilkik I NOTE:FOR COLUMN AT END OF WALL CONDITION W m ,wi COUNTERSINK BOLT HEADS ON NAILER AND SECURE _, , ' l �' E� /l t♦- COLUMN ANCHORAGE ii 71 .n' SHEATHING TO EACH NAILER PER SCHEDULE ON S1.1 0 PER 2/S2.2 SIM S • , I UI STEEL TUBE--SEE 3?-'.' SHEATHING EDGE NAILING AT AT SIM. CONDITION OMIT FOUNDATION PLAN C-C EACH NAILER THREADED STUDS & NAILER [(E) WALL Ai/GO BLOCK OUT AS REVD/- l.� Zfl° 44,i ATOP OF RETAINING WALL 3/4"0 THREADED STUDS AT 12" O.C. \4(\� 5 1/2" ri'l BASE PLATE AND ANCHORAGE e- . •Vs D. GPS r / 3" TYP (N PER LIMN [PER 4/S2,1 _ � //7 I _, Tf 2" 5 1/4" 3x V�ILER� I "f / (N) SLAB PER PLAN II — - n HSS POST PER PLAN i v STEM WALL BEYOND--\2 / \ C I C \ � 9„ 7 > 2" \ ♦ m CONCRETE STEM WALL I \ \ 5 1/4' FIN. � PD� '_ _ w cr \\ 1 i < I- I1/4., BASE PLATE - \ - _ I� = I 1-4 I `� A-A B fl ' „ II II —III—III-- I I \ I1 I I II II II II w w v) i~iJ \ A&B I I //VII.3/4"0 THREADED ROD c° i i =J1 LL= \ _� �_ r • • • • �• • 1 Z 00 \ �, ` CONCRETE STEM WALL _ � / T ; i o c II CONTINUOUS CONCRETE FOOTING 4s j o rn SLAB OVER STEM COI o 2'-0" MINT''''';'' lL= WALL PER 12/S2.1 > J 7 ' BARS TO MATCH AND LAP _ a o z I z FOOTING REINFORCING ` `i CONCRETE FOOTING PER PLAN v�-J X 24"— > `" (E) FOOTING ANDi In "' Cl CO CM \_24" STEM WALL CO1 CO CO `� 0 rn - rn #4DOWL x3'--0" o \ (:, \, ^� I\ SPACE TO MATCH REBAR W Q Q EMBED 4" W/ SIMPSON OVERSIZE WASHER WITH DOUBLE NUT SET-XP EPDXY ADHESIVE - N r0In ELEVATION OF STEPPED RETAINING WALL FOOTING 09 STEEL POST ANCHORAGE COLUMN @ RETAINING WALL PANEL 4 NOT USED /01/2" = 1'-O" 3/4" = 1'-O" 3/4" = 1'-0" S2. 3/4" = 1 '-O" J J J OI n4 (4 U V , STEEL TUBE--SEE 61 FOUNDATION PLAN (E) TILT WALL4 DOWL x 3'-O" ARCHITECTURE BLOCK OUT AS REQ'D SPACE TO MATCH REBAR ENGINEERING ANCHORAGE EMBED 4" W/ SIMPSON PLANNINGU PER 4/52.1 SET-XP EPDXY ADHESIVE F RA INTERIORS 1 I I'I q.I"f I I 15895 SW 72ND AVE suaE 200 _I I ,__, I1 I I 0 0p,'arr04. Q� PORTLAND, OREGON 97224 I I I I 0°9i Qq)S� Y,C' ° — - TEL : 5 0 3 . 2 2 6 . 1 2 8 5 (E) STEM WALL lL l�' 17II _ WWW . CIDAINC . COM FAX 5 0 3 - 2 2 6 1 6 7 0 \\ III—I I I-- I I • • TOP REI NE. MAT BOTTOM REINF. MAT PER SCHEDULE PER SCHEDULE FOOTING PER PLAN WIDTH PER PLAN R J/ (E) FOOTING #4 DOWL x 3'-0" MATCH FOOTING REBAR SPACING EMBED 4" W/ SIMPSON SET-XP EPDXY ADHESIVE COLUMN @ WALL PANELEi y 3/4" "ll = 1 -d Q limmis 0 Li-o U Cl) a z cc O 0- CI) M 0 DCI CC < W z O u_ CO 0 CO < 0 z CO 0 a z III EV2h. z ti a U.I cD Um!E Lo CC s as L x 7 N Q U c 1 U N NW O L a >, FOUNDATION DETAILS 0 a> V cL S S 2 . 2 M O h JOB NO. 170300.03 ua Q 2018 CSL1% P.C./CILIA All RIGHTS RESERVED 0 �....9- SPAN HEADER JACK STUD KING STUD FACE OF STEEL 2x6 WALL 'JOISTS AND SHEATHING % PBOfiti•1f,/ PLYWOOD SHEATHING-- " NOT SHOWN FOR CLARITY G ' <=5'_0 (3) 2x 1 Q (1) 2x (2) 2X 2 1/2" (2 3/4" AT SLOTTED HOLES) JOISTS AND SHEATHING _' �' WALL PERPE5'-Q"<x<15`-0" GLB 5 1/2"x9" (1) 2x (2) 2x (7--:-1 ^1/2" (1 3/4" AT SLOTTED HOLES) 1/2" NOT SHOWN FOR CLARITY . f '� y CNI f TYP 4x NAILER >15P-0" GLB 5,1"x21" (3) 2x PER PLAN r``e• •£GOA ,, 4--1 - I SHEAR PLATE PER WELD SHEAR PLATE- STEEL BEAM PER PLAN 1/2 A # 13, ,c:,, 4� ! iNt T NOTE: SCHEDULE WL + _ ^ TSS �,P� DBL 2x KING SI UD U.N.O. FASTEN PLYWOOD TO KING STUDS + ~ A325-N BOLUS-- + SEE*PLAN FOR BEAMS v i J TYP 4x NAILER D.Oom �' SEE TABLE FOR SIZEW/ DESIGNATION FASTEN TOGETHER WITH wV\7"-- ,..,.////:::STEEL BEAM PER PLAN E '1I E5:W/ PANEL EDGE NAILING + 0 o QUANTITY REQ'D + 5 ___ _ _ (2) ROWS 16d ® 8' O.C. ilk\ ;-) (CENTER ON BEAM) + = lh r + -' 1/2" PLYWOOD SPACERS \ t BEAM ORIENTATION AT SIM.-: ..400# A-- 1--- 1 4-! I w� � 2 1 2„ WALL FRAMING PER PLAN ` f 16d ® 12" O.C.--TYP RETURN TOP : ♦ R 3/8"xREQUIRED ♦ i +-4- 11. m 111. D 5/16 V \& BOTTOMS + --SEE DETAIL 2/S3.1 FOR i 1 2 CLR. ♦ BOLTED CONNECTION C + + + + + + + 4 II 11 ii + + + WALL ANCHORAGE PERS ;; + R 3/8"xREQUIRED \ p7...) ' SHEARWALL SCHEDULE ♦ 4 ♦ --SEE DETAIL 2/S3.1 FOR\ • A-A SUPPORTED BEAM SIZE PLATE THICKNESS WELD SIZE NO. OF BOLTS . �,� II + BOLTED CONNECTION 5 > t" cwn - -1: - w w Ate- W 24 3/8" 5 16" (7)-7/8" DIA. SLOT HSS COLUMN FOR R PASS THROUGH z w / / 3" MIN. w w cn , \HEADER PER SCHEDULE,--ATTACH W/ SIMPSON LCE4 W 27 OR W30 1/2" 3/8" (8)---7/8" DIA. (MAX. OVERSIZE 1/8") w w O w CLIP EACH SIDE AT EACH END (4 TOTAL) , HSS COLUMN PER PLAN / --SEE DETAIL A-A FOR (3) 2x HEADER NOTES: 1.) ALL BOLTS TO BE ASTM A325 N. UNLESS OTHERWISE NOTED ` a I TYP. of of 1-71 o id I > 2.) ALL WELDS EACH SIDE WITH E70XX ELECTRODES. DO NOT RETURN WELDS. (E) TILT WALL �-- / Lj i o NN. SIMPSON COIL STRAP PER S4.1, WHERE OCCURSk \ / 3.) HORIZONTAL SHORT SLOTTED HOLES ARE PERMITTED. 2x FLAT BLOCKING BETWEEN STUDS AT STRAP 5/16V \3 SIDES 516 LL,w w a�HSS COLUMN PER PLAN is w w o c, J (I) co o U 03 2x BLOCKING LI CO 00 03 0) rn --LOCATE AT PLYWOOD SHEATHING L6x6x3/8x8" W/ (2) 1/2"�x4" < N c * rn PANEL EDGES SIMPSON TITEN HD EACH SIDE OF COLUMN 0 ' N f JACK STUD PER SCHEDULE, U.N.O. D a 0 o FASTEN TO KING STUD WITH (2) to ROWS 16d 0 8" Q.C. TYPICAL WALL HEADER FRAMING0 STEEL BEAM CONNECTION WF BEAM TO HSS COLUMN AT WALL 4 WF BEAM AT HSS COLUMN 1" = 1'-0" 3/4" = 1'-O" 05240-09 1" = 1'-0" S3. 1" = 1'-0" (4) SIMPSON SDS25200 SCREWS TUD WALL PER PLAN + -1-\/\-7-S cv . 6x FLAT BLOCKING TO MATCH .\ + + CHORD DEPTH WITH A34 EACH END /\ -, PLYWOOD SHEATHING -- f / 4x NAILER ATTACHED W/ �� 1" 2" 1" WALL PER #12x2 3/4" © 4" O.C, 18GA BENT PLATE W/ 2\ A-A: NOT TO SCALE PLAN KING STUDS PER 1/53.1 STAGGERED EACH SIDE OF WEB IMPSON H2.5A AT 4'-0" O.C. fONT. 2) SIMPSON SD9212 SCREWS PER STUD ND SIMPSON SD9212 SCREWS AT 12 O.C. SHEATHING PER PLAN P=1264 LB SHEATHING PER PLAN x BLOCKING BETWEEN JOISTS 2x8 LEDGER W/ = 2x4 EACH END OF BLOCKINGx O JOIST OR BLOCKING BELOW (ASD WIND) L4x4x1/4"x4'JACK STUD PER 1/53.1 1 /2" S4MPSON 1 DSBETWEEBN 0 TUDS 1 4D----21-21-. ' • -4x BLOCKING BEEN JOISTS /4 \ SCREW TO EA STUDJOISTS PER PIAN 1 ` --- _ L5x3x 1/4x7 1/2"-k \-7 -j -'� 0 III 2x FLAT BLOCKING BETWEEN STUDS p � a _ 12„ 71 -'_ W/ {2) #12xT 1/2" I _ 1 \ WOOD SCREWS IN ,� / P=1528 LB ARCHITECTURE SIMPSON COIL STRAP PER S4.1, WHERE OCCURS / 2" SLOTTED HOLES A(ASD WIND) U ENGINEERING ! 6x BLOCKING AT 48" O.C. OF/ � 1 t FASTEN 2x CRIPPLE STUD PLANNING TO JACK STUD WITH (2) ROWS 16d @ 8" O.C. = 1 4 D 1 INTERIORS / 2t DOUBLE 2x WINDOW SILL U.N.O. ! ' 3" i„ WALL FRAMING 15895 SW 72ND AVE SUITE 200 PER PLAN WALL ANCHORAGE PER PORTLAND, OREGON 97224 SHEARWALL SCHEDULE TEL : 5 0 3 2 2 8 1 2 s 5 I� + + _+� + + + FAX : 5 0 3 . 2 2 6 . 1 6 7 0 __ + + WALL ANCHORAGE PER-. - ! , wwwciDaiNccO �l f r---- �� I SHEARWALL SCHEDULE ` z \ ►'� - A )7177,----- ,,,---- JOIST PER PLAN • ,* Q 4 L3X3X1/4 KICKER BLOCKING PANEL WITH 4 D © BEAM WF BEAM PER PLAN d 4x6 BOTTOM BOTTOM OF PANEL 1 1/ C> � a 1/2" PLYWOOD SHEATHING E O TILT WALL /3 SIDES (E) TILT WALL NAILED WITH 8d AT 6" O.C. -�._- 5/16 - - FIRST 3 BAYS AT 48" O.C. ALIGN WITH STUDS L5x3x 1/4x3" W/ 2" SLOTTED HOLE AND SIMPSON 1/2"0x4" TITEN HD \ SIMPSON DTT2Z W/ 1/2"0x3" EMBED AT 48" O.C. ---- THREADED ROD W/ SIMPSON AT-XP EPDXY OFFSET TO AVOID WALL ANCHORAGE C., il EACH BLOCKING PANEL TYPICAL WALL SILL FRAMING09 s JOIST AT EACH SIDE OF WF BEAM JOISTS PARALLEL TO WALL Ci3. JOISTS PERPENDICULAR TO WALL ›.1" = 1'-0" S3. 1" = 1'-0" 1„ _ 1'-0" / 1" = 1'-Q" oIII WIMM CONNECTION SIMILAR TO 2/S3.1 CONNECTION SIMILAR TO 2/53.1 SHEATHING PER PLAN -vim- SIMPSON H2.5 I- LI cc W/ (6) 7/8"0 BOLTS AT 3" O.C. \ �4x NAILER PER 6/S3.1 - -- ----- W/ (6) 7/8"0 BOLTS AT 3" O.C. - - 4x NAILER PER 6/S3.1 - ��- CO jAILER DRAIL PER ARCH WHERE OCCURS ._. EACH STUD ,------I F.- V ❑ M z 'I - PER 6/53.1 1NAILER PER 6/S3.1 C 0 _ � a0 C'3 ' BLOCKING BETWEEN JOISTS PER 6/S3.1 SHEATHING PER PLAN m W UARDRAIL PER ARCH WHERE OCCURS LU Q Z S t4- R 3/8" FULL DEPTH + J 1 Ill C? 0 ;+ ti / STIFFENER + R 3/8" FULL DEPTH CO ❑ * \ /3 SIDES + STIFFENER x BLOCKING BETWEEN JOISTS • Z Q 3 16 D \TYPICAL \ /3 SIDES SHEATHING PER PLAN 4x6 FLAT AT Q + / t 3 16 TYPICAL ELEVATOR SHAFT ZO Iii co -- IL LOW BEAM PER PLAN HIGH BEAM PER PLAN --. r (13 0 N.Lr) \ ... .. BEAM PER PLAN a Wco ONE SIDED CONNECTION ONE SIDED CONNECTION -i�M E. - ---, CC 4x NAILER PER 6/S3.1 BLOCKING BETWEEN JOISTS PER 6/S3.1 /� STAIR/ELEVATOR ! CONNECTION SIMILAR TO 2/S3.1 �+�� / SHAFT PER ARCH N W/ (6) 7/8"0 BOLTS AT 3" O.C. 4x NAILER PER 6/53.1 CONNECTION SIMILAR TO 2/53. I�� DETAIL B: BEAM AT SHAWALL / FT W/ (6) 7/8" BOLTS AT 3" 0 WF BEAM `II . .,. _ PER PLAN y\ SIMPSON H2.5 EACH STUDit fsI 1 I I - // JOIST PER PLAN j-r. {, H + + ! + DETAIL A: BEAM AT OPENING „-� + + + + S NAILER PER 6/S3.1 + + # + STAIR/ELEVATOR J + + SHAFT PER ARCH +. JOIST PER PLAN - BEAM PER PLAN FRAMING DETAILS LIU1 iiii____ \ WF BEAM PER PLAN LOW BEAM PER PLAN HIGH BEAM PER PLAN i',' TWO SIDED CONNECTION 4 TWO SIDED CONNECTION S3 . 1 ,,,, r. Ci. BEAM TO BEAM CONNECTION10 BEAM TO BEAM CONNECTION ii FRAMING @ EDGE BEAM 12 FRAMING @ EDGE BEAM DETAIL C: BEAM AT SHAFT WALLJOB NO. 170300.03 3/4" - 1'-0" S3. 3/4" = 1'-0" S3. 1" = 1'-O" S3. 1' _ 1'-o" © so,eDA P.C./ CfDA al RIGHTS RESERVED w HSS COLUMN , 1 Pnoff TYP/ 1/4" / ip '1•f L3X3x1/4"x4" TOP AND BOTTOM . • FLOOR SHEATHING FLOOR SHEATHING FLOOR SHEATHING PER PLAN (N) STUD WALL (N) STUD WALL PER PLAN (N) STUD WALL PER PLAN (N) STUD WALL HSS STRONGBACK -\, ^, ,C ti PER ELEVATION +1 .41 -�• • GO . (E)NA NW CONCRETE WALL èr(E) CONCRETE WALLVire-\ (E) CONCRETE WALL A A •9 73,Boa'.4(1 Ir STUD WALL r IT— (EI TYP\ ,♦I (E) CONC. PANEL IE"UIRES: '//7 I i : ;4- / 1/4"V ` E a TYP›<NP I> ..i....1,1 3/4" E E a E. a B / 4'' / -1-N-- / i ---r:rIL1 1 ci 1-m co 4A 4A 4A ., w D 8 8 ® (N) COLUMN-\ E ® E (N) COLUMN (N) COLUMN--- E 8 ® HSS TO HSS--DETAIL A 3/16> ♦ CD PER PLAN PER PLAN PER PLAN I m m m m m m _Jz •m m m m m n m m I I \ S \ IW/ HSt6x-4x1/4 HSS6x4x1/4 L 3x3x1/4" x THREADED LONG IM (1) HSS6x4x 1 4 E H556x4x 1 4 1 1 2" TYP 1/2" DIA. ROD. SIMPSON w w LU (E) PANEL .�' I I AT-XP EPDXY. 2'-O" O.C. w in © 6 OPENING © C ♦ C -STAGGER EACH SIDE OF HSS AT cc x z 1- © PER PLAN I LOCATIONS ABOVE OPENING ``' �`' "' E ® WV 03d- �c ® -E E a� 4- HSS STRONGBACK w w a_ w N vt M 0 Ct M x x x SECTION C-C Q_ D_ Ln x x t 1/2.,x 9„x9„ W/ (2) o o o Lii w Xa sin c08 E") XL EL() 1/2" DIA. EPDXY ANCHORS W/ SIMPSON °' ca Ln cn v) CD in conn AT—XP EPDXY AND 4" MIN. EMBED �, o Z I z 5 cn i _ 0 S 1- w C 7 ff C 7 cn _ _ ( TOP OF E) SLAB 1/ 1- c_ 'L1I 4 o CO 4B 4B 4BAt -='--- w ca 00 00 CT) rn (N) PANEL S3.2 (N) PANEL (N) PANEL ° a ° ° q I ,.I , ,. E OPENING B E OPENING Vir I g OPENING Cl N0-) ;.74- cv °' PER PLAN PER PLAN A PER PLAN 1 ❑ N . U ' 1 1 ‘ 'i i1 "�� 0 0 = - 0 0 �� HSS TO SLAB-DETAIL B 0 N N+-) "t LI) 1) CONC. PANEL ELEVATION CONC. PANEL ELEVATION ci; CONC. PANEL ELEVATION 4 HSS CONNECTIONS 411/4" = 1'-0" PANEL THICKNESS = 6" 1/4" = 1'-0" PANEL THICKNESS = 6" . 1/4" = 1'-0" PANEL THICKNESS = 6" 3. 3/4" = 1'-0" 1,, AT SIM. DO NOT ATTACH ` EQ d + WITH A34 EACH END E) CONC. PANEL COLUMN TO WALL EQ -. --,-„/\--- TUD WALLBLOCKING PER PLANTO MATCH CHORD DEPTH I \ I [ \ \ \./\ - -A 2x8 LEDGER W/ P=1214 LB _ 1/4"0 x3 1/2" SIMPSON 6x BLOCKING x BLOCKING BETWEEN JOISTS (0.6W) E) INFILL PANEL AA SDS SCREW EACH SIDE OF 1 4 D STRONG BACK BETWEEN STUDS / el SIMPSON SC20x4'-O" WITH (6) 10d EACH 1--e'h"--- v -- END AND 10d AT 6" O.C. THE REMAINDER 1 i 2x8 LEDGER BEYOND /7 P=1427 LB A (0.6W) 61 ' 1 ,, 1 / ARCHITECTURE W61 ENGINEERING 4„/SET_X 3x3x1/4" x 0'-3" LONG W/ (1) PLANNING /2" DIA. A307 THREADED ROD. SIMPSON 6x BLOCKING23" 'P EPDXY © 2'-0" O.C. 2 ` I N T E R I 0 R 5 I?1/4"x3"x7 1/2" W/ ' A— 4x6 BLOCKING WALL ANCHORAGE PER- 1/2"0x6" BOLT AND - FIRST 3 BAYS SHEARWALL SCHEDULE15895 SW 72ND AVE SUITE 200 3/161> 14 WASHER EACH SIDE <> PORTLAND, OREGON 97224 ` / /E.Q. ' TEL : 503 226 1 285 __B , 3/161> WALL FRAMING PER PLANILF A x : 5 0 3 . 2 2 x . 1 6 7 0 i / 2" ;t :Tr w w W . C I D A I N C . C O M WALL ANCHORAGE PERS a d L3X3X1/4 KICKER 1 3/4" SHEARWALL SCHEDULE \ © BEAM PER 8/S3.1 �t . e z C3 SIDES 2., it a a a a (E) TILT WALL I5/15/ 2" ii • L5x3x1/4"x2'-0" LONG W/ 3/4' HSS HEADER TO PANEL (2) #8x1 1/2" WOOD SCREWS AT 12" L5x3x1/4x3" W/ 2" SLOTTED HOLE AND .a JOISTS PER PLAN SIMPSON 12-24x1 " SELF-DRILLING X METAL SCREW j • ; STRONG BACK ANCHORAGE HSS HEADER AT INFILL (E) TILT WALL TO WALL PER 4C/S3.2 STRONG BACK ANCHORAGE WHERE OCCURS ___\/‘ TO WALL PER 4C/S3.2 HSS HEADER CONNECTION s HSS HEADER CONNECTION AT STUD WALL STRONG BACK @ JOISTS PARALLEL TO WALL s STRONG BACK @ JOISTS PERPENDICULAR TO WALL >,r, 1 1/2" = i'-o" 3. 1 1/2" = 1'-0" 1" = 1'-0" 3. 1" = 1'-0" O Elms L.L. cc ic7) ROOF SHEATHING 0 PER PLAN ii 0 Z cc 0 JOISTS AND SHEATHING 7„ \./\ C7 NOT SHOWN FOR CLARITY '� 1" S _ 0 V CO W -- TUD WALL PER PLAN 1 1/2 �. - -� (E) CONCRETE TILT CC. oLi.J o ) r 2 1/2 + FLOOR SHEATHING U Z O 1 1/2" „�� a f:. SIMPSON HUC66 HANGER W/ I PER PLAN Q CO < Q DBL 2x6 TOP PLATE x BLOCKING BETWEEN JOISTS x BLOCKING BETWEEN JOISTS• A A - ; R1/4"x5 1/2"x9" W/ f ;� AAA - f (12) 1/4 sbx1 3/4 SIMPSON TITEN 2 p < DBL 2x6 TOP PLATE---- I Z Q 11SHEATHING PER PLAN (2) 1/4"0x3" SDS n a EACH SIDE OF POST ' V ' 7 UMII 0 WALL PER PLAN 1 I _ LO I V ��- — Q STUD WALL PER PLAN NAILER GLUE-LAM HEADER , LU - LEY-- 4x PER 1/3.1 R1/4"x5 1/2"x8 1/2" KNIFE PLATE � � X CD R1/4x5 x1 -3 1/2" KNIFE PLATE W/ (4) 3/4" BOLTS W/ (2) 3/4" BOLTS LLJ IJJ E4> ' COUNTERSINK BOLT HEADS --COUNTERSINK BOLT HEADS "j - CIC 4 = _o / HEADER PER 1/S3.1 2 1 _ .3 1/2 Cn 3 F 3/8"xREQUIRED -\-- _ 08- --SEE DETAIL 2/53.1 FOR 2 ♦ . ` BOLTED CONNECTION 3 1/2" R1/4"x5 1/2"x5" ♦1 > 3 1/2 ♦ Fth j j 3 1/2" 1/41> I _* ♦ II II COLUMN PER PLAN - 1 t = I CONNECTION r—y �+ r - 3 '� A A HEADER PER 1/53.1 N I 1„ 1 4 D - I PER 11/S3.2 tg \\-BEAM PER PLAN t'1/4"x5 1/2"x5" ' 3 r to / N a — n� FRAMING DETAILS �- - V - HSS COLUMN PER PLAN 3/4"0 THREADED ' _ STUDS AT 12" O.C. I �� COLUMN PER PLAN 3x NAILER iill. n Qi, V PLAN VIEW S 3 . 2 ,c. s JOISTS PERPENDICULAR TO WALL 10 WF BEAM TO HSS COLUMN AT STUD WALLS BEAM CONNECTION @COL. 12 STOREFRONT HEADER AT COLUMN JOB NO. 170300.03 3. 1" = 1'-0" 3. 1" = 1'-o" $3.2 1" = i'-o" 83. 3/4" = 1'-0" © 2018 CIDA P.C./CIDA AUL RIGHTS RESERVED 0 w (E) CONCRETE WALL FLOOR PER PLAN (N) STUD WALLA HEATHING ‘ P (jf�rI f 4 n'�, 1h �4' d (2) 2x6 TOP PLATE (2) 2x6 TOP PLATE 4x6 ® 2'-0" O.C. Nov var X ~ 4x6 @ 2'-O" O.C. T 1 - ',� •EGO o. Q < XX :7-- PLYWOOD SHEATHING # B ?3,-P-. �� LSTA9 FIRST TWO BAYS AT 48" O.C. I _ _ • T'iS D. GPc'' „ '77- "- w I HSS10x6x3/$ I w _ /q SIMPSON HDU4 TOP AND BOTTOM © 4 -0 O.C. N" I EXPIRES: 0r ll I CC I 2x4 FLAT--ATTACH W/ PLYWOOD SHEATHING PLYWOOD SHEATHING ¢Li SIMPSON Z CLIP 2x6 BASE PLATE71 BASE PLATE N COLUMN ' ( ) 4C •Ci cc V PER PLAN , 1- I 1 m 0 L-, o r I n o J o o — o 1 I 1Xi .. I CI-- [ LU T. A WALL & SHEATHING PER PLAN ,t-a .D.,=1- 5 Li 5v) j'-.')\\<> DBL 2x TOP PLATE X (E) PANED z w SPLICE OVER CENTER LINE OF STUD Xa OPENING \ E� z z WITH SIMPSON ST2215 SIMPSON HDU4 TOP AND BOTTOM © 4'-0" O.C. PER PLANin m o ct V7 = o_ o J a: u \ WALL & SHEATHING PER PLAN I B o o Qo d � w as 1 0 1 1 0 0 I w w 0 1 ' a Z ` Z JOISTS PER PLAN ( -`f' o iCr) L a., o CI 0 CO JOIST PER PLAN i _ w co 00 C7) Cr) GLB PER PLANjrPlOjt, \ 4..4 i l* P1 Lit4 it < ''\ \ \ Z- .- a)QQ w a, .— .— - N ' N O N r'7 JOIST AT EACH SIDE OF WF BEAM PARAPET CONNECTION 3 PARAPET CONNECTION 4 CONC. PANEL ELEVATION 1" = 1' -0" 1" = 1'-0" 83.3 1" = 1'-0" 3. 1/4" - 1'-0" PANEL THICKNESS - 6" ATTACH BRACES TO STUD W/ ATTACH BRACES TO STUD W/ I . (2) 1/4"0 x3" SIMPSON SDS SCREWS (2) 1/4"0 x3" SIMPSON SDS SCREWS JOISTS AND BLOCKING + MP + N\ \ -. _ \NOT SHOWN FOR CLARITY X (2) 2x x 5'-0" (2) 2x I k - / 5 -0 TOP PLATE m< / TOP PLATE �n _ I k ) 2x8 LEDGER W/ 15/32" PLYWOOD SHEATHING 15/32" PLYWOOD SHEATHING 2x6 © 16" O.C. STUD WALL -L, '--- 1/4"o x3 1/2" SIMPSON 1V/ 10d AT 6" O.C. EDGE NAILING 2x6 © 16" O.C. STUD WALL W/ 10d AT 6" O.C. EDGE NAILINGV A-A SDS SCREW EACH SIDE OF X AND 12" O.C. FIELD NAILING Q AND 12" O.C. FIELD NAILING \ STRONG BACK Q PT 2x6 Not PT 2x6 Not v ---- TV\ All - i.o PARAPET BRACE 1/2" PLYWOOD OR OSB C° PARAPET BRACE (N) 1/2" PLYWOOD OR OSB FLOOR SHEATHING STAIR LANDING AT 2'-8" O.C. SHEATHING--NAIL W/ 10d co SHEATHING -NAIL W/ 10d 2x8 LEDGER BEYOND AT 2 - 8 O.C. A [ PER PLAN PER S5L .1 61 AT 6" O.C. EDGE NAILING AT 6" O.C. EDGE NAILING AND 12" O.C. FIELD NAILING Q 6x BLOCKING ANDci 12" O.C. FIELD NAILING 6x BLOCKING 0' \ \ - ARCHITECTURE 0' 1,1 I {1 n p N ENGINEERING fl PLANNING w c_ 11 n SIMPSON HGA1OKT i 1 :4' il EA BRACE, LOCATE (2) ROWS 16d AT , i {2) ROWS 16d AT� 3" O.C. STAGGERED 3" Q.C. STAGGERED INTERIORS ATTACH SILL PLATE W/ ON 4x6 BLOCKING ATTACH SILL PLATE W/ (2) _ 3"5 liOCESS HOLE (NOT JOIST CHORD) #12x4" LAG SCREWS AT 16" O.C. + '�`' IN H55 @ ANCHOR STAIR STRINGER EACH 15895 SW 72ND AVE SUITE 200 SIMPSON HGA1OKT 73/80x6" LAG SCREWS AT 12" O.C. 3/4"� THREADED STUDS AT 12" O.C. 3/4'� THREADED STUDS AT 12" O.C. • 2x4 FLAT BLKG AT COUNTERSINK BOLT HEADS + COUNTERSINK BOLT HEADS SIDE OF COLUMN PORTLAND, OREGON 9 7 2 2 4 EA BRACE BRACE LOCATION , ♦, 3 SIDES --i / FAX : 5 0 3 . 2 2 6 . 1 9 7 0 — ��r�., 1 4I / ��r_ CONNECTION PER 8 55.1 TEL : 5 0 3 . 2 2 6 , 1 2 8 5 V b o IMPSON LSTA12 AT 4'-0" 0.C. k. __-----11:. � I I 1251 s HSS PER 4/S3.3-\\ — 1 ♦ / HSS PER 4/S3.3-\\ =F wwwciDAiNcco �+ W/ (4) 10d EA END Z JOISTS 5/8"0x5 SIMPSON TITEN HDA + 5/8"0x5 SIMPSON TITEN HD-\ _ Z DBL 2x TOP PLATE PER PLAN IMPSON LSTA12 AT 4'-0 0-C. AT 32" O.C. AT 32" O.C. SPLICE OVER CENTER LINE W/ (4) 10d EA END OF STUD WITH SIMPSON "t4 "" \ 1�(►1 BUILDING COLUMN PER 51.1 i, ,, . ,� - ST2215 IM ® CM ® BEAM PER PLAN _�� L5x3x3/8x6" EACH SIDE 352LB (0.6W) .��JOISTS PER PLAN 352LB (0.6W} 2X4 FLAT BLOCKING BETWEEN JOISTS a a OF COLUMN JOIST PER PLAN a ATTACH WITH 3/8"0 BOLT PER MFR STRONG BACK ANCHORAGE 336LB (0.6W) 352LB (0.6W) (E) TILT WALL a TO WALL PER 4C/S3.2 (E) TILT WALL 4 --- -- , 5 PARAPET WALL FRAMINGPPARAPET WALL FRAMING JOISTS PARALLEL TO WALL s JOISTS PARALLEL TO WALL 83.3 1" = 1 -0 (63 1' = 1'-0" S3.3 1" = 1'-0" S3.3 1 = 1'-o" A— ELEVATOR SHAFT OPENING PER PLAN ± � 'HJR O n ) . .i I ❑ V LL Ma Z cc 0 JOIST PER a PLANS V m W J 5 a W CIO R1/2"x7 3/4"x7 1/2" X1/2"x7 3/4"x1'--2" Q Cn Q ^ TYP\ - TYP\ D = _ ,r - __ = Z cn LL / 1 4D -- - 1/4 o I ; - -- z U.I cr) 0 • _ R1/2"x7 1/2"x8" NAILER PER 8/S3.1 HEADER PER PLAN o 0 X17 JOIST PER PLAN W/ SIMPSON HHU48 Z 11� � STEEL BEAM PER PLAN I I HANGER EACH END X< LU — 0 n 7--- JOIST PER PIAN A-A W E 1/4/ V1/4 �/ SHEATHING PER PLANCIC 111/4"x7 1/2"x1'-2" EA. SIDE OF BEAM + CONNECTION PER 2/53.1 _ i I�1/4"x7 1/2"x7 1/2" EA. SIDE OF BEAM 3/4"0 3/4"0 THRU-BOLTS THRU-BOLTS ♦ II I if f 1 ♦ II I O, 1 -4- I 14 Ki I 7 -n I 5 Q \ i I U JOISTS AND SHEATHING ,\ I NOT SHOWN FOR CLARITY \\ 1>--<TIP. i :2 - I i # �1 1/2" 1 1/2"�_ # BEAM BUCKET SIM. 9/S3.2 "`�� + E JOISTS AND SHEATHING 3" 3" I1 I 1/4 t NOT SHOWN FOR CLARITY # _,.,_3" 3, �— 4" 11 4- _ ;_ + II T � ` ' I I I JOISTS AND SHEATHING HSS COLUMN PER PLAN I II I FRAMING DETAILS I I I NOT SHOWN FOR CLARITY I I BEAM PER PLAN W/ I I I GLB PER PLAN 2 I I SIMPSON HUCQ610-SDS AT BEAM I I I I CONNECTION PER 10/S3.3S 3 3 HSS COLUMN PER PLAN . I% ...7. s SINGLE GLB TO COL. CONNECTION co GLB TO COL. CONNECTION GLB AND WF TO COL, CONNECTION GLB TO COL. CONNECTION JOB N0. 170300.03 a3, 1" = 1'-0" . 1" = 1 '-0" 1" = 1'-0" 1" = 1'-0" O 2018 CIDA, P.C./CIDA ALL RIGHTS RESERVEDa aU 2ND FLOOR SILL PLATE--\ I I € %I I I PARAPET PER 2/S3.3 t I PROffp41,. 2x EACH SIDE OF HSS WITH -----A - DBL TOP PLATE-/ - ' (2) SIMPSON #14 SELF J _� r . HOEDOWN PER 2/S3.3 DRILLING BUGLE-HEAD SCREWS 6 BLOCKING � '� • Gro , , EACH SIDE OF HSS a ,9 1 �o° �Ci Bx POST UNDER HSS • �. G�PLYWOOD SHEATHING 472x6 BASE PLATE - / `� /S D. G�` JOIST PER PLAN ` ELEVATOR HOIST f 1/10h7 J BEAM PER PLAN CONNECTION PER 2/S3.4 (E) TILT WALL PER PLAN Wa« •-�-BLOCKING BETWEEN JOISTS A-A LSTA9 (4 48" O.C. - � a� ; � BEAM WALL PER J LSTA9 PLAN r -J m © 2x BLOCKING AT "' w <> i LI"\__DBL 2x TOP PLATE 6 a` S3.4 A 48" O.C. LN) STUD WALL' ° • 4 a. • i H2.5A AT p ,,,...,y PER PLAN BLOCKING LINES =--- --- Q w w n ul ui TOP PLATE1111 4�. ] ° •° a m 1- i x' •- ..----- WALL & SHEATHING PER PLAN CONNECTION -- q 1_ w w Z z - T - ._ - - - � ELEVATOR BY OTHERS - � a e Q cM p IX m NOTCH BEAM AROUND TOP PLATES �H2.5A AT \ 4 ° 4 O o o BEAM PER PLAN-/ ---�� - - - - - - - - BLOCKING LINES d UJ Ld 2 i z , r_ 6x6 POST BELOW BEAM ^ r ° a LEDGER TO MATCH JOISTS- w w (_' cn Q I. DEPTH W/ (2) 1/4 "x6" SDSijil i \ HOIST BEAM 4 ° ° ° u'-, o v CO 1! SCREWS EACH STUD PER PLAN - A —� - /� CO CO CD rn 1`T FULL-HEIGHT POST AT-/ �/ Q ,, -, 1i al 2x WALL PER PLN HOIST BEAM UNDER HSS 4 ._ (N CV ,- HEADER PER 1/53.1 ��I. 111 �, I 4x6 W/ 1/2" THREADED ROD. w 0 '- C o SIMPSON AT XP EPDXY AT 12" O.C. \ ` \ \ \ . tl N .- N rr] in E11 ROOF BEAM AT WALL 2 OVERBUILD AT STAIR/ELEVATOR 3 ELEVATOR OVERBUILD 4 STUD WALL TO TILT WALL 3.5/ 1/2" = 1'-o" S3.4 1- = i'-o- 77-DOUBLE DOUBLE 2x TOP PLATE NOTE: PROVIDE PLYWOOD SHIM AS REQUIRED NOTE: PROVIDE PLYWOOD SHIM AS REQUIRED' FULL HT STUD FROM ON FACE OF STUD AT STRAP 1 ON FACE OF STUD AT STRAP BOTTOM OF JOIST TO FULL HT STUD FROM TOP OF PARTIAL HT BOTTOM OF JOIST TO WALL AT JOIST CLOSEST TOP OF PARTIAL HT NOTE: PROVIDE PLYWOOD SHIM AS REQUIRED TO END OF WALL AND WALL AT END OF WALL l}" W/ (9) SIMPSON i"Ox2i" SDS AND --\„„/"\-- Ra" W/ (9) SIMPSON i"0x2'" SDS ANDON FACE OF STUD AT STRAP AT SPACING NOT TO AND AT SPACING NOT TO (8) SIMPSON 5/8"0 THREADED ROD. SIMPSON (6) SIMPSON 5/8"0 THREADED ROD. SIMPSON EXCEED 4'-0" O.C. EXCEED 4'-O" O.C. AT-XP EPDXY I AT-XP EPDXY-\-V\-- 2x4 BLOCKING 5 1/2" 3,) 1/2" '11 POST PER PLAN 7e3 3 3 / . - END POST PER PLAN BETWEEN TOP i0" I S3. "x3"x1'-11" W/ i' / CHORDS AT FULL If 11 „ -� /, !, _ SHEATHING PER PLAN • PER PLAN (2) SIMPSON 0x2 SDS AND1:1111 Ill / / HT STUD -V - • • 1 1/2" — ��1" I f �1 1/2' — 3 �P flA_SHEATHING END POST PER PLAN(R)ODIMS MPSON AT XPR PDXDi'L 3" TYP ',,3" TYP SILL PLATE AND ANCHORAGE 3 NP SILL PLATE AND ANCHORAGE ARCHITECTURE NOTE: MAX WALL HT OF `\ I 7PER SHEARWALL SCHEDULE • • 7PER SHEARWALL SCHEDULE 3" SHEATHING PER PLAN MIU 54" ABOVE FIN. FLOOR • f• ENGINEERING ANCHORAGE • ,_..� ° •`; 1 1/2" _ PER SHEARWAL/-SILL PLATE DL SCHEDULE P L A N N i N G �� + + . • 4° i 4" INTERIORS LI .....> E , 4„ 3 > 4 t • \ T , [V C 15895 SW 72ND AVE SUITE 200 5 1/2" /i2\ PORTLAND, OREGON 97224 2x4 BLOCKING i 4" ' BETWEEN BOTTOM ro 2'� ;i7-(E) O TEL : 5 0 3 . 2 2 6 . 1 285 CHORDS AT FULL ;')hi 6 1 W 1 1,'2" (E) TILT WALL ° 0 TILT WALL '- FAX : 5 0 3 2 2 6 1 6 7 D Hr STUD AND FOR a Q (2) #9x3" (2) J01ST BAYS 2' ° www c I D A I N c c o M (2) #9x3" SCREWS SCREWS TO EACH SIDE (5) r\/\—�" ° o o �� o o /-(E) TILT WALL TO JOIST CHORD TOP 2x4 BLOCKING BAYS TOTAL EACH a AND BOTTOM BETWEEN JOIST FULL. HT STUD CHORDS TOP -\--- 0 0 ," o o EQ EO AND BOTTOM `k 2 co le ;I 2�- 1 1/2 � 6" jtei1 1/2" / + + JOIST PER PLAN ATTACH BLOCKING WITH 1„ 6" je6" 1" DETAIL B: PARTIAL HT WALL SIMPSON A34 CLIPS DETAIL A: PARTIAL HT WALL PERPENDICULAR TO JOISTS PARALLEL TO JOISTS USING #9x1 1/2" SCREWS (-5- PARTIAL HT WALL AT 2ND FLOOR s HOEDOWNS AT TILT PANEL HOEDOWNS AT TILT PANEL s HOEDOWNS AT TILT PANEL ›— A321, 1 = i'_0" S3... 1 - 1 -0 1 - 1 a 3. • 1 - 1'-0" w cr in ing M z - 0 cc o CO W III CC Lai Z O COczi < 0 Z a zWCO0 o 0 Lo p.- cn STRAP PER ELEVATION 2 a CD STRAP PER ELEVATION WALL PER PLAN O WALL PER PLAN INTERIOR C>< PROVIDE 4x BLOCKING AT PROVIDE 4x BLOCKING AT 2'-O" 2'-0" 7'-3" ia_i STRAPPING AS REQUIRED INTERIOR STRAPPING AS REQUIRED1 t V. CC V. 1 0., N , �_ 91' LI k -. . 11 v� -.5 ,, ` , , 1 _ - jr-______Ih„„„ I VV..•. N I. VV I I jr I III I r1 I I X r �l �� Ire ELI:igllifiX1\\ILI . A DO I II 1 II I I II I likJ I * I I I S� "�� I �XiI I I I € IPER ELEVATION il, - - JrPER ELEVATION PER ELEVATIONJEXTERIR ETERIOR STRAP CONTINUESEXTERIOR Jr"ff PER ELEVATION u 0 4 0 STRAP PER ELEVATION V N O L I FRAMING DETAILS j , 4) 4) 4) IL 4 S3 • 4O O 0, ...... s DOUBLE STRAP AT WEST WALL 10 DOUBLE STRAP AT NORTH WALL JOB NO. 170300.03 op 3 • 1/4" = 1'-0" . , / , 0 . 1 4' = 1'-0" c zaie aati a.c./clnA ALL RIGHTS RESERVED 12 RAMING @ EDGE BEAM iiiiiIiiiiiiiiiiiiiii 3'-4" 3'-4" KEYNOTES THIS SHEET w '- .t,, / 29"-0' A.F.F.le. �� f y, /` _ .,......, �\ \ `\ .�\ \\ti• •\ \\� .,• \ \\\ \ „\ `\ \ \,\\ \ ,\ \\ \ \ \\ \ \ \ \ ,,\``� .. „_ ROOF , 2�' 1NE4' O I • \ ` \` \ \ \` \ \ \` \ \ \` \ • `` \ •� \ \ \�..:�..• \`\\\\•\\\\• \•\\\'y O SHEAR WALL PER 51.2—$1.3 _ �. �, \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\•\•,, \\ ,iiiimpr-\;:.. �;\\ \`� \�\\\\. \` ,\\�\ © (E) 6" CONCRETE TILT PANELS \\♦ \ `\ \ \ •`\\\• �\�` \`\;\• AIM , `\\\' \\`\\`., SIMPSON CMST12 WITH (42) 10d NAILS EACH END i 3,��° �� • \�\ r`u use nch� r.�d sl�eu nc�,,, \,a�Vy.•.i yZ,r,.,a ni . \ „l � ` ,,,W ,,,��, ;�\ A. `� © INSTALL STRAP EACH SIDE OF WALL PER 9/S3.4 , / t TSS Q. G P� 4 . • `\•\ • \� \ • \�\ \ ` \\* ` \` \ ` 4) TOP AND BOTTOM OF OPENING. ` •\ ` \ \ •` \ \ •` \ \ ` . \ ` \ \ \ ` \ \ ` \ \ ` \ "• ` \. \ 17"-0" A.F.F. ��`\`\ `\� \`\`\�`\`\ `\ ``• ` ....\\k-,,,•, ...,.,, -. \\ `\,, \\\. `\\ ., `\\ \\ `\\ \\ `\`\ ., `\\ ,\\\ \, \.\\,, ,, -.N., ,. \\\ •, -.\ `\\,\ `\\ ,\ `\`\ ,\ `\ '.. ..\,...„:,.. ..,` ` , `\`\\ ' 2ND FLOOR' O EXPIRES: I,4 //7 I SHEARWALL HOLDOWN PER 6/S3.4 L 1 l 0 SIMPSONREMAINDERCMST12 WITH OF LENGTH d NAILS EACH END AND 10d AT I I r INSTALL TOP AND BOTTOM OF OPENING. 1- m • SHEARWALL HOEDOWN PER 7/S3.4 w O cr i © SIMPSON CMSTC16 WITH (22) 10d NAILS EVERY OTHER HOLE 1 0 STAGGERED EACH END AND 10d © 6" O.C. STAGGERED FOR 3 REMAINDER OF LENGTHI• • • • • • • « : ` • `• « Li 0"-O" A.F.F. INSTALL TOP AND BOTTOM OF OPENING. ,x ix 12 3 3 i 1- i_ w w cn ' HN. FLK. z OSIMPSON CS14 WITH (12) 10d NAILS AS SHOWN BELOW z IiJ w c_ i � EACH END AND 10d AT 6" O.C. REMAINDER OF LENGTH 0_ -1 cr INSTALL TOP AND BOTTOM OF OPENING. 1•• •- •• '• •• '• •- '• -J, o o 1-LI vz o Lu I W w0 Cr) NOT USED 0 d z 1 z `_ / WEST SHEAR WALL ELEVATION / W SIMPSON CMSTC14 WITH (33) 10d NAILS EACH END AND U) u) a co 1/8" = 1'-0" (EXTERIOR) 0 lOd AT 6" O.C. REMAINDER OF LENGTH w oo 0o 00 0) 0) INSTALL TOP AND BOTTOM OF OPENING. Q SIMPSON - -. � 13 1(1,-, - 0 (3)1 1 I 1 ICOSCII 410 S EACH END AND D \ \ \ C. ED Go w sj * O Od6' CREMANDER0FLENGTHfQ1- a INSTALL SIMPSON CMSTC16 INTERIOR SIDE OF WALL WITH (f) - c\I ND if) (30) 10d NAILS EVERY OTHER HOLE STAGGERED EACH END 1'- 0" 1'-0" Z' 3" -0" 2'-O" Z' -0" 2'-O" ' 3" 2'-3" 1'- )" 1' 0" (SEE KEYNOTE 7 FOR NAILING PATTERN) AND 10d © 6" O.C. -f moi- / , �-,i ---t 711 .. / - _ . -/--- -,' ,4- 29"-0" A.F.F. STAGGERED FOR REMAINDER OF LENGTH I \ ROOF SEE DETAIL 10/S3.4 FOR MORE INFORMATION O \\\ \ \ \ \ INSTALL TOP AND BOTTOM OF OPENING. \ ,\n...�.,.�....�.. .,... r •C:JLLliL•.II � i i A _... --- J.L'J.✓� ,\ -tL'J' ._----� - .r .e.�ri.�..•....r�i�.�r�\\\, 00.1. r\�. . ...... �Ji i. \-WiI:J`lJ�l:Ji�L'•J•, '1"4,'.:!f...�....�x.r`•�I i-!S�!•�L'J L"li�i i` LL"J �-'\ / \ \b. ` � \ j \ \ \ \/ ` / \ ® SHEARWALL HOEDOWN PER 8/S3.4 \‘', 13 \ \ \ 10\ . 13 .\ � \ \ \ SIMPSON CS14 WI 16 10d NAI AS SHOWN IN KEYNOTE \ \ \' 00 / ( ) LS SO8 .,, .... • _,,�,, � • EACH END AND 10d AT 6 O.C. REMAINDER OF LENGTH 12 17"-0" INSTALL TOP AND BOTTOM OF OPENING. 0\ \ A.F.F. `•� �\ \\ \ \\ \\ \ 2ND FLOOR SIMPSON CMST12 WITH (26) 10d NAILS EACH END INSTALL STRAP EACH SIDE OF WALL PER 9/S3.4 ® TOP AND BOTTOM OF OPENING. ® HOLDOWN PER S1.2 TOP AND BOTTOM - 0 _____, 0 HOLDOWN PER S1.1 AND DETAIL 2/52.1 % ',,, ',,. . m 4x6 AT END OF WALL PER 4/S3,4 61 _.._,:: , .. II, 0 HEADER TO COLUMN CONNECTION SIM TOMI ARCHITECTURE 0"-0" A.F.F. ' HN. FLK. ENGINEERING PLANNING LEGEND U INTERIORS NORTH SHEAR WALL ELEVATION9 15895 SW 72ND AVE SUITE 200 1/8" = 1'-O" (EXTERIOR) O WOOD SHEAR WALL--SEE SCHEDULE ON SHEET S1.2 PORTLAND, OREGON 97224 TEL : 5 0 3 . 2 2 6 . 1 2 8 5 F A X : 5 0 3 . 2 2 6 . 1 6 7 0 I I 1 Ii I i W W W . C I D A I N C . C O M ® I o ® ® o 0 6.7 0 3' 3> 0 3,_3” 0 4 2'-3" - 2'-6" 2'-6" - - - 2 -6 2'-6" 2'-6"�t / / / .' '' 29"-0" A.F.F. / / ' 29"-0"0 " 2 6" 2' 6 2' 6 .�' /� / / �' � f / � ROOF ROOF 4111, V r I I 0 ey / \ ,8 % ,'8 j ,, 7 j ' 7 -4111111114111, 7 4.17 '4, eS O >m \ ,in , / , , , \\. ....\\\\ / Ar A 4 4 __ , ,\\.\ . .....,.. ..........�\. ....\\\\., ,.......\ \ \. ...., . \ .., 0 17 -0 A.F.F. I // // I�I//�// jjj / ® 17 -0 A.F.F. // r// 47/, // / / / / /_ / / - � , �, .._,� .,._..__ „''4:'4', � 1 1 7 ��. y', • ': i 7'� .� / , /// � / j i , ! i , ////// > � 4 � / / � � / �w/ // //�Tf/ // fT?7/// fff/- / / � � /��/ 2ND FLOOR , , f- , , / � �, � / � ., • � , � , / , , � , , / � / � / � . ��/ � / 2ND FLOOR 0 • / / / / • / , • / / / z / • / / / / / / / // / / „/ • / // • / ,/ • z / • / / • / , \ • // '. / // / IV-0” / • / / / // / • / / • // / •/// / //// / ////// 4'-0" //7 ////./- / //• /1//'• • / /' ,/ / // ' • , i• / // • / // / / // • / // / / //z• / ///1 / z '• / / 7 z /7 / ,/, IA CC CO e-:- / / , / z /._ .... ._ ,1 — .4- .,!* 1-. .,c, 1,`,./., i ...(„/„ ,:" ../, gli,/,,, 4".,_,. .,„_.. ,..., ,._,. .. .e., .4. ."1// /"/ / / / 7 • 0 - 0 Z 0 - / . ////T/ /// ,,,/, 2 m 0 a cc o , , , . , , . , „ 4- 14 ' ' / 0- /','/ /'/ • //'/'/ /r/'/ ////' //...igid / , , ../''�/'i'/„. /','/'" /_ _ 0 Ca W / / : • a s i:�s s r s:sJ„,,I...4:,, ' ' / r' ' /../ r , 1.c!1 w 0 cc z Co 0„-0” A.F.F. r.,/','J'A.,;. .... ._, /,..) .„ .„,.).0,. ,.0.,,, , //�//,',/ / ,/,/ /�,/,/�/ ,',/,/�,////�,',/�/�,/,/�/�,'// /�,/,/,/ r',/,/�,',i,/','� ” „ UI a / • /, . �� . ///�� /�//l' 0"-0" A.F.F. a COFIN. FLK. FIN. FLR.� W Z Q ZW v' a EAST SHEAR WALL ELEVATION o 0 in p z N. g- 0 1/8" = 1'-0" (EXTERIOR) < la CD 4 4 SOUTH SHEAR WALL ELEVATION n i:ii 0, S4. 1/8" = 1'-O" (EXTERIOR) 05 CC laN C f; d W I 8 d U I SHEAR WALL ELEVATIONS V 0 o S4 . 1 M O .. N. JOB NO. 170300.03 / ©2018 OR P.C./aa pa RIGHTS 13 W 1.11.11111100111111 1-__ §.14.4_, V p ! " ,+ Li C12x20.7 . law/0i, ,. HSS x dek o © 20 GA FORMLOCK DECK, VERCO OR 1 PROI 1�1; ci 1N 4 A2RGB FORMLOCK EQUIVA DECK, VERCO OR N C1 x2G7- \ ATTACH �� APPROVED EQUIVALENT, W/ 3 1/2" ® cv ® APPROVED EQUIVALENT, W/ 3 1/2" �+ F CONC. ATTACH W/ 36/4 WELD v CONC. TT CH W/ 36/4 WELD "IIII. , PATTERN (MAX. UNSHORED \ I PATTERN (MAX. UNSHORED SPAN = 6'-6") REINFORCE W/ ,, SPAN = 6'-6") REINFORCE W/ #3 AT 12" O.C. EACH WAY �/ #3 AT 12" O.C. EACH WAY ' r ,� ' /� HSS6x4x3/8 FLAT- r A $ Q *� V 6 N :HSS6x4x3/8 FLAT 'ir '1) 13,10�[�a BEAM PER S1.2 BEAM PER 51.2 ® (EMPIRES: d4'//7 I 01 / a , CI- III , N 1 -------/ A7 �/ -'' a- _,I rx20.7 N I C. ' x 6 Q �~ 10 SIM S5.1 ® m ' -i556x4x1 4 55.1 o If • • K © cn ,.1 • - / �= C12x20.7 / x W 6ct " ' I <> S N C12x20.7 j 1 .._ .. ,- . <> " v , " NEV1 - 0 0 . WL "2- I [ I a m /Alli® 1_ 1_ W W 01 .47 VP 111 a Ce Vol D_ 0 W r W W 0 L.,LXLU.I + 11 11 ® c cO Z Cr)! - V - I= h- / \ � in a � o0 20 GAB FORMLOCK DECK, VERCO OR clO co co rn rn APPROVED EQUIVALENT, W/ 3 1/2" + o r\- rn CONC. ATTACH W/ 36/4 WELD ,Z`��' o ` PATTERN (MAX. UNSHORED owo r 0 o SPAN = 6'-6") REINFORCE W/ - r v)#3 AT 12" O.C. EACH WAYF!S_ Sy � rn r N �n - FIRST FLOOR OF MAIN STAIR SECOND FLOOR OF MAIN STAIR FIRST FLOOR WEST STAIR 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0" C 1/4VI HSS BEAM PER PLAN Alk ° 1- 1/2" CLOSURE R BETWEEN STEEL STRINGER PER PLAN ® WALL PER ARCH ' ___ I STRINGERS WOOD INSERTS PER ARCH. 1 1/2" STP PIPE--VERTICAL FOR HANDRAIL/GAURDRAIL ON OUTSIDE OF STRINGER WHERE OCCURS--SPACING PER ARCH. 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PER 4/57.3 Z U.1 I TREADS PER PLAN -fes Loc. \' " ��` MI CC \ R1/2'� KNIFE PLATE STEEL STRINGER /��/� N 316 F--rIi---as SECTION A_A - ` I .. 3/16 N _ 5 - - _ / / AILER PER 6/S3.1 v ._ ,. \_ �� I 2ND FLOOR BEAM PER S1.2 \_ I.1/4"x8"x4 1/2" - A I - HSS4x2 PER PLAN - HSS COLUMN PER PLAN tc HSS COL. 1/4 I --Ar - CONNECTION TO TOP PLATE PER 11/S3.2 PER PLAN II SECTION B-B\�� j_i____. 2 ~ N ..J\ r- \ rov I,m E �•/ R 3/8��x4��x7�� W/ (2) .�'2".' u. c-k 3/8"0x2 1/2" SIMPSON TITEN--HD ANCHORS I B B s' STAIR PLANS AND rE - STAIR STRINGER PER PLAN DETAILS - I I I I I STEEL a1.-L 1. P N VIEW STRINGER S 5 . 1 0, 2 s CHANNEL TO HSS CONNECTION s WOOD STAIR FRAMING AT LANDING 10 DRAWING NAME 1i STRINGER @ SECOND FLOOR BEAM JOB N0. 170300.03 a p S5. 1" = 1'-0" S5. 1" = 1'--0" 05300-05 S5. 1 1/2" = 1'-0" 85. 1" = 1'-0" © 2018 cI, P.C./a0A AU.RIGHTS RESERVED Gi MORMISM ur t ,, ? ve z9 f8OK f 14 GAGE STEEL PAN, NOTE: WOOD TREADS AT SIM. 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