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Plans (5) BU P2016 - 00270 t� ZONING SUMMARY a KEW NSNUOTI1 0 J IF 0 N No n N € M uj NNoaN ry RELEASES 700FINGADDRESS: 15065 SW 74TH AVE. 0 O 0 0 o 00) ' 'S' PORTLAND, OREGON 97224 ` •.--i [E TAX LOTS: 2S 112AC01700 AND 2S 112DB00500 'IIf111rFER 1MEDEA <o � I -\I 1.---f E j..-..,-). SL- -.-,1 A o 0 e-ixi • _ SITE AREA: 156,928 S.F. (3.6 ACRES) - - 0 :iA D0 I OR -,. m m 3 5863AREA OF RIGHT-OF-WAY DEDICATION: 825 S.F. o ` N �� WWF •� TOTAL AREA: 153,629 S.F. 0 o ti 1 [ , , , _ irate � ---u- ZONE: I-P " ' - 8oIwm EXSITING USE: INDUSTRIAL - EXISTING, NON-CONFORMING � � o w " � 4444 PORTLAND , OREGON � Q ��� o a2a o •o• o�00 x (0 _ N o NNNNNcoNN 0 TABLE 18.530.2 N) N -� < N �" o o RN v-, >- MINIMUM LOT SIZE: NONE\\ ‘ GENERAL c. o m m a OOWNER / MINIMUM LOT WIDTH: 50' :: 330' PROVIDED • • s s 0 0 CS 1 COVER SHEET w z o IiIUDROOM LLC APPLICANT MINIMUM SETBACKS: . • o SURVEY (FOR REFERENCE) a • FLS1 FIRE LIFE AND SAFETY FRONT YARD: 35' :: 67' PROVIDED o • FLS2 FIRE LIFE AND SAFETY tai SIDE YARD: NR a > INTERSTATE ROOFING REAR YARD: 50' (ABUTS R-7) :: 287' PROVIDED \\\\\ ‘\ CML L z 15065 SW 74TH AVE MAXIMUM HEIGHT: 45' :: 29' PROPOSED • • ® • C0.0 EXISTING CONDITIONS/SURVEY J o • • o C1.0 GRADING AND EROSION CONTROL PLAN PORTLAND, OR 97224 MAXIMUM SITE COVERAGE: 75% :: 25% (APPROX.) PROPOSED _ _ _ • • C1.1 EROSION AND SEDIMENT CONTROL DETAILS - m c z z • • • • C2.0 UTILITY PLAN w mn a W a w 0 TELEPHONE: 503.684.5611 MINIMUM LANDSCAPE REQ.: 20% :: 48% PROPOSED • • • o C3.0 SITE DETAILS Q w Z o a FAX: 503.639.3056 0 • . • C3.1 CIVIL DETAILS o fhi . Qix o w CONTACT: SHELLEY METZLER, PRESIDENT •• • �• ESC1.0 EROSION AND SEDIMENT CONTROL TITLE SHEET � '� n. °° a_ c' Q SITE ACCESS CURB CUTS • •e • • ESC2.0 CLEARING, EROSION AND SEDIMENT CONTROL PLAN in04 "' "' c.0 N 00 ARCHITECT .. • • ESC2.1 UTILITY, PAVING AND FINAL STABILIZATION PLAN cIDA MINIMUM #: ACCESS WIDTH: 1 :: 3 PROVIDED • • • • ESC3.0 EROSION AND SEDIMENT CONTROL DETAILS _ INC. STRUCTURAL ENGINEER 30' :: 30' MIN. PROVIDED X 3 LOCATIONS •_ CS1.0 TITLE SHEET RECEIVED DRIVE AISLE WIDTH: 24' :: 24' MIN. PROVIDED THROUGHOUT ® . e R0.0 GENERAL NOTE SHEET �/ 15895 SW 72ND AVENUE, SUITE 200 • RO.1 EXISTING CONDITIONS & DEMOLITION PLANAPR 2017 • • • R1.0 SW 74TH AVE TYPICAL STREET SECTIONS _ PORTLAND, OREGON 97224 e • • R1.1 SW 74TH AVE PLAN AND PROFILE 10+00 TO 12+00.00 CITY OF TIGARD r� p PARKING • • o R1.2 SW 74TH AVE PLAN AND PROFILE 12+00 TO 14+75 BUILDING DIVISION TELEPHONE: 503.226. 285 • R1.3 SW 74TH AVE PLAN AND PROFILE 14+75 TO 17+25 FAX: r� OFFICE: B OCC. - 2.7 SPACES / 1000 S.F. X 6,145 S.F. = 16.6 > e R1.4 SW 74TH AVE PLAN AND PROFILE 17+25 TO 19+25 503.226. 1 i 670 STORAGE: S-1 OCC. - .8 SPACES / 1000 S.F. X 8,167 S.F. = 6.5 > l R1.5 SW 74TH AVE PLAN AND PROFILE 19+50 TO 22+00 CONTACT: JENNIFER BEATTIE / CURTIS GAGNER 241 MIN. SPACES REQUIRED - - • • R2.0 PRIVATE SITE, WATER QUALITY PLAN • • • R3.0 ONSITE CIVIL DETAILS 27 PROVIDED > OK • o • R3.1 ONSITE CIVIL DETAILS • _ R3.2 PUBLIC IMPROVEMENT DETAILS el ., ..... • R3.3 PUBLIC IMPROVEMENT DETAILS AAI ENGINEERING. CIVIL ENGINEER IMPERVIOUS AREA _ 0 R3.4 PUBLIC IMPROVEMENT DETAILS NEW BUILDING: 13,970 S.F. City of Tigard Erosion Control NEW AC PAVING: 23,342 S.F. To Schedule Inspectlorls: \\ LIGHTING61 4875 SW GRIFFITH DRIVE, SUITE 300 Call (503) 639-4175 • EL1 STREET LIGHTING ARCHITECTURE initial inspection: ENGINEERING BEAVERTON, OREGON 97005 NEW CONC PAVING: 983 S.F. Prior footing \,\\\\\\\\\� LANDSCAPE TELEPHONE: 503.620.3030 TOTAL IMPERVIOUS AREA: 38,295 S.F. Prior to final buildinglnapagtlotz • • a • • L1 TREE REMOVAL AND PROTECTION PLAN PLANNING AND FAX: 503.620.5539 EXISTING IMPERVIOUS AREA •• - • •• ® L3 PARKING a PLAN STREET TREE CANOPY PLAN I N T ERIORS TO BE DEMOLISHED 7,088 S.F. CONTACT: CRAIG HARRIS e _• L3.1 OFFSITE SWALE 15895 SW 72ND AVE SUITE 200 • • • o L4 TREE CANOPY SITE PLAN PORTLAND, OREGON 97224 • • • s L5 PLANTING DETAILS AND NOTES T E L : 5 0 3 . 2 2 6 . 4 28 5 BUILDING SUMMARY \\\\, ARCHITECTURAL FAX : 5 03 . 2 2 6 . 1 6 70 • • • • • s A0.1 SfTE DEVELOPMENT PLAN www . C I D A I N C . C 0 M JOYCE JACKSON, L.A. LANDSCAPE ARCHITECT SEE FLS SHEETS FOR DETAILED CODE SUMMARY • • s • A0.2 ENLARGED SITE DEVELOPMENT PLAN • s • • • A1.1 FIRST FLOOR PLAN CONSTRUCTION TYPE: 111-B • • o • o A1.2 SECOND FLOOR PLAN ^ LANDSCAPE ARCHITECTURE AND LAND USE PLANNING SPRINKLERED: NO • " ®^ A1.3 ROOF PLAN • • • • • A2.1 ELEVATIONS 1940 SYLVAN WAY GROSS BLDG. AREA 13,895 S.F. (1ST) + 2,568 S.F. (2ND) = 16,463 G.S.F. �• •A _i • • s A2.2 ELEVATIONS • o • A3.1 SECTIONS WEST LI N N, OR 9708 FIRE AREA, WAREHOUSE (5-1): 12,000 S.F. MAX. (903.2.9) • • • A4.1 WALL SECTIONS TELEPHONE: 503.703.86079 : • •o WALL SECTIONS A .2 DOOR SCHEDULE CONTACT: JOYCE JACKSON ANN3AUTOMATICGP _ SPRINKLER SYSTEM SHALL BE PROVIDED • ° • A6.1 EXTERIOR DETAILSCD THROUGHOUT ALL BUILDINGS CONTAINING A GROUP S-1 • • • A6.2 WINDOW TYPES & EXTERIOR DETAILS OCCUPANCY WHERE ONE OF THE FOLLOWING CONDITIONS •~ • • A6.3 EXTERIOR DETAILS EXISTS: • • • A8.1 ENLARGED STAIR PLANS & SECTIONS 1. A GROUP S-1 FIRE AREA EXCEEDS 12,000 S.F. • A8.2 ENLARGED STAIR PLANS & SECTIONS \ YORKE & CURTIS CONTRACTOR S-1 FIRE AREA AS DEFINED BY 3 HR. FIRE PARTITION: \\\�\\\\\\\\\\~\\ � INTERIOR T.I. 1 0 W • o • • • 11.1 FLOOR PLAN 7,810 SF < 12,000 S.F. = NO SPRINKLERS REQUIRED O 0 Q • • • • • T1.2 FINISH FLOOR PLANCe 4480 SW 101ST AVENUE CCB# 55644 OCCUPANT LOAD T2.1 REFLECTED PLAN = O BEAVERTON, OREGON 97005 • • e T3.2 INTERIOR ELEVATIONS St Z CC S-1 7,810 S.F. X 1/500 = i 5.6 OCC, • •• •• • 5 T3.2 INTERIOR ELEVATIONS & DETAILS H TELEPHONE: 503-646-2123 A-3 1,275 S.F. X 1/15 = 85.0 OCC. ‘'\\ STRUCTURAL STRUCTURAL C Lu I• Z • o o 50.1 STRUCTURAL NOTES Ce FAX: 503-643-5531 B 7,378 S.F. X 1/100 = 73.8 OCC. • • S1.1 FOUNDATION PLAN PRELIMINARY FIXTURE COUNT •• • • S1.2 MEZZANINE FRAMING PLAN Z CONTACT: TREVER SCHCIESLEDER BONITA RD. t!1 6 III • • 1 • S1.3 ROOF FRAMING PLAN O S-1 MEN 8 OCC. X 1 WC/100 OCC. = .08 WC .08 LAV. • • S1.4 ROOF NAILING PLAN U re I_5 WOMEN 8 OCC. X 1 WC/100 OCC. = .08 WC .08 LAV. • • 111 1.0 0 • • • S2.1 PANEL ELEVATIONS 3 t° SITE ._ o • S3.1 FOUNDATION DETAILS z A-3 MEN 43 OCC. X 1 WC/125 OCC. = .34 WC, • o • S3.2 FOUNDATION DETAILS In 0) 0 SPECIAL i�SSP�1w;T�0;d ����UIF�ED X 1 LAV/200 OCC. .22 LAV • o •• S4.1 PANEL DETAILS r State of Oregon Structural Specialty Code • o • S5.1 MEZZANINE FRAMING DETAILSII Off. ConC to and l�Reinforcing Steel �P� WOMEN 43 OCC. X 1 WC/ 65 OCC. = .66 WC, • o s S5.2 MEZZANINE FRAMING DETAILS IJJ GPS X • 1 LAV/200 ace. ,22 LAV • o 0 S6.1 ROOF FRAMING DETAILS PElBolts Installed in Concrete > • • S6.2 ROOF FRAMING DETAILS Q Immi Special Moment-Resisting Concrete Frame • g O S7.1 STAIR PLAN AND DETAILSB MEN 37 OCC. X 1 WC/ 25 OCC. = 1.48 WC • • 0 57.2 STAIR PLAN AND DETAILSZ X 1 LAV/ 40 OCC. - 93 LAV ❑ Ing Steel&Prestressing Steel Tendons - Yructura!Welding can WOMEN 37 OCC. X 1 WC/ 25 OCC. = 1.48 WC, ❑ High-Strenght Bolting gyp. X 1 WC/ 40 OCC. .93 LAY DEFERRED - ❑ Structural Masonry cL� Fire Sprinkler �..�. CITY OP TIGj D �� 4.12 WC, 2.46 LAV TOTAL REQUIRED Fire Alarm ❑ Reinforced Gypsum Concrete Sy1, Mechanical ...1C. REVIEWED FOR COD COMPLIANCE Insulating Concrete Fill 0URy,A o�� 6 WC, 6 LAV, PROVIDED Plumbing ...1.4---- El Appraved: [t✓ M it 0p Electrical 1� OTC: _____-- EI Spray Applied Fire-Resistive Materials DEFERRED SUBMITTALS Truss Engineering Pcrrnit# `� ❑ Pi;rlgs, Milled Piers and Caissons JQQ Shop Drawings ..r.._..../'. -:�� ' ' f` 2GC) Other �ldciZess: ❑ Shotcrete �4 THE FOLLOWING DESIGN/BUILD TRADES WILL BE PERMITTED SEPARATELY: d �� � NORTH DRAWINGS TO REVIEWED BY DESIGN PROFESSIONAL FOR GENERAL CONFORMANCE PRIOR TO SUBMITTAL r ,�fi t ,„_. "''""��'' Suit• :; COVER SHEET, MAPS TO JURISDICTION. A '.�EOTECHNICAL, By: r1G+ri Date: I El Special Grading, Excavation and Riling .. 0 VICINITY MAP REPORT IS REQUIRED El Smoke-Control Systems r III NO SCALE • MECHANICAL BEFORE THE FOOTING • ELECTRICAL Other inspections INSPECTION IS APPROVED • E� J SIPLMBING ---, 11.4.$-,,,.....-.1.--A :; ,:,_i ' FIRE ALARM • STOREFRONT APPROVED PLANS JOB NO. 130184.01 V • INCLUDE UN-ATTACAEDt ©2015 DIX P.C./anti ALL FIGHTS RESERVED • FLOORJaO15TS _. .SPE [W!CATION BOOK OFFICE C+OP [1CTURAL CALCS i i GEOTECH REPORT ._.MISC DOCUMENTS -_-_�,_,_._._......._.�__....._...,...a._— i BUILDING CODE SUMMARY GENERAL NOTES ei,GOVERNING CODE: 2014 OREGON STRUCTURAL SPECIALTY CODE SEE STRUCTURAL CALCULATIONS AND DRAWINGS FOR ADDITIONAL CODE REQUIREMENTS 4 OCCUPANCY TYPES (OSSC CH. 3): `t? STORAGE: S-1 SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION ANFER Y. BEAM B TRAINING ROOM: A-3 (ACCESSORY TO S-1) ELECTRICAL, MECHANICAL & PLUMBING BY SEPARATE PERMIT •\ 1 • SPRINKLERED VS. NON-SPRINKLERED: �j3, OR OCCUPANCY SEPARATION (OSSC 508.3.2): NON-SPRINKLERED REFER MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR COMPLIANCE WITH APPLICABLE CODES �(' 5883 NON-SEPARATED "e4, 1 •11• MOST RESTRICTIVE (S-1) USED FIRE EXTINGUISHERS SHALL BE LOCATED AS REQUIRED BY SECTION 906, IFC. COORDINATE FINAL LOCATION GENERAL BUILDING DATA WITH FIRE MARSHALL. CONSTRUCTION TYPE (OSSC 602) TYPE III-B BASIC ALLOWABLE BUILDING HEIGHT (TABLE 503) 55 FT GLASS USED IN DOORS OR GLAZING LOCATED WITHIN A 24" ARC OF THE NEAREST VERTICAL EDGE OF A DOOR OR IN AREAS SUBJECT TO HUMAN IMPACT OR OTHER HAZARDOUS LOCATIONS SHALL BE TEMPERED ,�© <c' BUILDING HEIGHT, PROPOSED 29' (T.O. PARAPET) OR OF AN APPROVED SAFETY GLAZING MATERIAL PER SECTION 2406, IBC. co r� cp STORAGE (S-1) OFFICE (B) LIGHT AND VENTILATION NOT INDICATED ON THESE PLANS SHALL BE PROVIDED AS PER SECTION 1203 & N o oN a N 5 0 BASIC ALLOWABLE NUMBER OF STORIES (TABLE 503) 2 STORY 3 STORY 1205 OF THE IBC. N 1-5N o BASIC ALLOWABLE AREA (TABLE 503) 17,500 SF/FLR. 19,500 SF/FLR. Q - c•4 04 a Cr w w z ALL INSULATION INDICATED ON PLANS SHALL COMPLY WITH OR EXCEED THE REQUIREMENTS iN SECTION 719, z a o m � a PROPOS ' . :ER OF _ _ - 2 IBC FOR SMOKE DENSITY AND FLAME SPREAD. � ¢ o o U < BAS � NT - NO e ROOFING MATERIAL INDICATED ON PLANS SHALL MEET OR EXCEED THE REQUIREMENTS OF SECTION 1507, IBC. i- z v) AREA MODIFICATIONS ALLOWED (FRONTAGE - SECTION 506.2) If = (364'/474' - 0.25) 30/30 = .52 m Li.l AREA MODIFICATIONS ALLOWED (SPRINKLER - SECTION 506.) NONE PROVIDE SIGN STATING "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" PER SECTION h 1008.1.8.3, IBC ON ALL LOCKING ENTRANCE DOORS--COORDINATE WITH DOOR SCHEDULE. z ADJUSTED ALLOWABLE AREA (S-1, MOST RESTRICTIVE) Aa = 17,500 SF + (17,500 x .52) = 26,564 SF 0 ACTUAL AREA 26,564 SF > 16,463 SF - COMPLIES PROVIDE EXIT ILLUMINATION AND SIGNAGE PER SECTION 1006 & SIGNAGE PER SECTION 1011 OF THE IBC. ¢ Q z o cc~ BUILD :: " BA APPLICABLE CODES: ALL WORK SHALL BE IN CONFORMANCE WITH ALL FEDERAL, STATE, AND LOCAL CODES. E ; m ( z 1- z NORTH PROPERTY LINE - : TO PR•' - INE SPECIFICATIONS AND STANDARDS SHALL MEAN, AND ARE INTENDED TO BE, THE LATEST EDITION, AMENDMENT m L 2 5 a o EAST PROPERTY LINE a65 TO PROPERTY LINE OR REVISION OF SUCH REFERENCE STANDARD IN EFFECT AS OF THE DATE OF THE CONTRACT DOCUMENTS. tLi Q i z o a' z L SOUTH PROPERTY LINE a10' TO PROPERTY LINE 0 z � ¢ 1 a -- WEST PROPERTY LINE a287' TO PROPERTY LINE CONTRACTOR SHALL COORDINATE ANY NECESSARY TESTING AND INSPECTIONS. -' 0r0 o ALL HARDWARE SHALL COMPLY WITH REQUIREMENTS OF THE ADA. 0 0 - CV M Li-) C,O I� CO FIRE RESISTIVE RATING REQUIRED FOR EXTERIOR WALL FIRE RESISTIVE RATING REQUIRED ALL DOORS AND WINDOWS SHALL COMPLY WITH APPLICABLE ENERGY CODES. BUILDING COMPONENTS (TABLE 601) BASED ON FIRE SEPARATION DISTANCE (TABLE 602) STRUCTURAL FRAME 0 WALL ORIENTATION SEPARATION DISTANCE FIRE RATING REQ'D PROVIDED EXTERIOR BEARING WALLS 2-HR* NORTH 10 < X < 30 1 HR 2 HR INTERIOR BEARING WALLS 0 EAST X > 30 HR 2 HR ENERGY CONSERVATION (OEESC) FLOOR CONSTRUCTION 0 1 SOUTH 10 < X < 30 1 HR 2 HR ROOF CONSTRUCTION 0 WEST X > 30 0 HR 2 HR *EXT. WALLS ARE TILT CONC. AND HAVE SEE COMcheck: ENVELOPE COMPLIANCE CERTIFICATES ATTACHED: FIRE RESISTANCE IN EXCESS OF 2 HOURS INSULATION SUMMARY: (MINIMUM REQUIREMENTS) MAXIMUM AREA OF EXTERIOR WALL OPENINGS (TABLE 705.8) ROOFS WALL ORIENTATION SEPARATION DISTANCE UNPROTECTED OPENINGS ALLOWED SINGLE-PLY SELF-ADHERED TPO ROOFING: INSULATION ABOVE DECK; R-20ci NORTH 25 < X < 30 70% EAST X > 30 NO LIMIT WALLS SOUTH 5 < X < 10 10% TILT CONCRETE PANELS, 7 in THICK: R-11.4ci WEST X > 30 NO LIMIT PARAPETS (OSSC 705.11): FLOOR NOT REQUIRED PER EXCEPTION 1: FIRE SEPARATE DISTANCE & EXCEPTION 6: UN-HEATED CONCRETE. SLAB EDGE: NO PERIMETER INSULATION REQUIRED % OF ALLOWED UNPROTECTED OPENINGS OPENINGS CI ' . JOINTS (OSSC 704.13): SKYLIGHT: METAL FRAME: DOUBLE PANE W/ LOW-E CLEAR, SHGC (0.7 U-FACTOR, SHGC 0.84) NOT REQUIRED PER EXCEPTION: ALLOWED UNPROTECTED OPENINGS STOREFRONT: ALUMINUM FRAME, THERMALLY BROKEN, DOUBLE PANE, LOW-E (0.29 U-FACTOR, SHGC 0.28) MI ARCHITECTURE HORIZONTAL CONTINUITY (OSSC 706.5): 706.5, EXCEPTION 1: 1 HR RATING OF PERPENDICULAR WALL FOR 4' EITHER SIDE PPG SOLARGRAY + SOLARBAN 60 (3) CLEAR) OF FIRE RATED WALL. SWINGING HOLLOW METAL DOORS: INSULATED - 0.167 U-FACTOR ENGINEERING NON-SWINGING OVERHEAD DOORS: INSULTED - 0.125 U-FACTOR PLANNINGU VERTICAL CONTINUITY (706.6): 706.5, EXCEPTION 1: FIRE RESISTIVE PLYWOOD ROOF SHEATHING FOR 4' EACH EACH SIDE I N T E R I 0 R S OF FIRE RATED WALL. THERMAL AND SOUND INSULATING MATERIALS (OSSC 719) 15895 SW 72ND AVE SUITE 200 CONCEALED INSULATION PORTLAND, OREGON 97224 - MAXIMUM FLAME SPREAD INDEX - 25 - MAXIMUM SMOKE DEVELOPED INDEX - 450 T E L : 5 0 3 . 2 2 6 . 1 2 8 5 EXPOSED INSULATION F" AX : 503 . 226 . 1 670 - MAXIMUM FLAME SPREAD INDEX - 25 - MAXIMUM SMOKE DEVELOPED INDEX - 450 W W W . c I D A I N c . c O MA AUTOMATIC SPRINKLER SYSTEMS (OSSC 903) S-1 OCCUPANCY GREATER THAN 12,000 SF REQUIRE FIRE SPRINKLERS FIRE AREA OF S--1 OCCUPANCY = 7,810 S.F. < 12,000 S.F. SPRINKLERS NOT REQUIRED - NOTE 3-HR WALL PROVIDED FOR SEPARATED FIRE AREA PORTABLE FIRE EXTINGUISHERS (OSSC 906): FIRE EXTINGUISHERS SHALL BE PROVIDED IN APPROXIMATE LOCATIONS SHOWN ON 1/FLS1, MAX 75' TRAVEL DISTANCE. QUANTITY & FINAL LOCATIONS TO BE VERIFIED WITH FIRE MARSHAL. OCCUPANCY LOAD (OSSC 1004): (11 SEE OCCUPANT LOAD TABLES ON FLS2 MEANS OF EGRESS ILLUMINATION (OSSC 1006): ILLUMINATION LEVEL (OSSC 1006.2): ■■I= MINIMUM 1 FOOT-CANDLE AT THE WALKING SURFACE LEVEL 0 W ILLUMINATION EMERGENCY POWER (OSSC 1006.3): EMERGENCY POWER SHALL BE PROVIDED FOR A DURATION OF 90-MINUTES MIN. 0 Q AREAS REQUIRED TO BE ILLUMINATED BY EMERGENCY POWER 0Ct - CORRIDORS, EXIT ENCLOSURES AND EXIT PASSAGEWAYS O - INTERIOR EXIT DISCHARGE ELEMENTS Z _ - EXTERIOR LANDINGS O F- H Qw EXIT SIGNS (OSSC 1011): C2 1 J 1 N SEE 1/FLS2 FOR LOCATIONS OF EXIT SIGNAGE r■IA Z ILLUMINATION (OSSC 1011.2): EXIT SIGNS ARE REQUIRED TO BE INTERNALLY OR EXTERNALLY rii Film J ILLUMINATED ZO < (f) 1- EXIT ACCESS (OSSC 1014): V Q COMMON PATH OF EGRESS TRAVEL (OSSC 1014.3- EXCEPTION 1): MAX. 100' TRAVEL DISTANCE (S-1; MOST RESTRICTIVE) W in in 0 EXIT ACCESS TRAVEL DISTANCE (OSSC 1016): Z CO O NON-SPRINKLERED = 200 FEET (S-1; MOST RESTRICTIVE) IIn Cr qr- ACCESSIBILITY (OSSC CHAPTER 11): SEE FLOOR PLANS AND ENLARGED PLANS FOR REQUIRED CLEARANCES AT DOORS, TOILET LIJ ROOMS AND FIXTURES SEE INTERIOR ELEVATIONS FOR REQUIRED CLEARANCES AT CABINETS AND FIXTURES limill SEE DETAILS AND INTERIOR ELEVATIONS FOR MOUNTING HEIGHTS SEE ENLARGED PLANS FOR SIGNAGE LOCATIONS SIGNAGE GRAPHICS, LOCATION & MOUNTING TO COMPLY WITH OSSC CH. 11 & ANSI A117.1 - 2003 VENTILATION (OSSC 1203): SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION (DEFERRED SUBMITTAL) VENTILATION SHALL BE IN COMPLIANCE WITH THE OMSC, INSTALLED PER SPECIFICATIONS IN TOILET ROOMS, AND OTHER AREAS INDICATED ON PLANS LIGHTING (OSSC 1205): SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION (DEFERRED SUBMITTAL) FIRE LIFE SAFETY PLAN & CODE SUMMARY FLSI JOB NO. 130184.01 ©2015 CIQA, P.C./CIM AL1.RIGHTS RESERVED A .1.-- ' 1 ' .1■1 ► t -ANT LOAD TABLE EXITS EACH - E 011111111.1111 I 0 0 0 0 0 0 1 1 ROOM I NAME OCCUPANCY TYPE LOAD FACTOR AREA LOAD REQUIRED PROVID z 1 4 • -• _ �s � � :/� '7,74.11:1d� �� 0 FEC ® 100 LOBBY B (OFFICE) 100 390 4 1 1 `` 7 ;474:1 F... 101 OPEN OFFICE B (OFFICE) 100 1295 . 13 1 2 � .�E]t Y. �JITIE� STAIR -En� OFFICE I I B (TABLES AND .�/11' ■ / I►�I! -� � - HA 1117 I DN HALL I- 102 CONFERENCE CHAIRS) 15 487 32 1 1 a �.. [ a ■ (4,4, �� 4 1♦♦ / imm __ I tis I I OFFICE I 103 STORAGE B (ACCESORY STOR.) 300 450 1 1 1 1 ' 1 ORI rlltl �� �r ' �— _ r209IIi X63■ I:: \ �� \ / I �� Ii Iff .. .; _ 104 HALL -- -- 118 - - - �, a t4t I ,C 1I —mILI= ri„ II MI 111 li 105 TRAINING ROOM A-3 (T&C) 15 1275 ; 85 2 2 / i �. I�! I� 106 STORAGE S-1 (STORAGE) 500 7598 15 1 1 1 1 ! ' ; STAR 2 -- - - - - III ST-2 107 T.R. 46 - I I o II 1D8 T.R. -- - 46cC141 ipt, � — \ OFFICE STORAGE - p r T CD <.o a N b o a r o /` I 116 I - I I 1207 1 OFFICE 11 110 OFFICE B (OFFICE) 100 90 0 tr:c`1 N N N N o N ISI N ;I/ r /1 ♦�� II I I I 111 HALL T&C - 75 I - -,Ifr 1 ;iIl !M1 I N III \/�: - 43 - - w j!.4! rx N • SII I Q a_ CD Ca CCI C13 a < 8g6-11 W �If! 1►1 ��A 113 T.R. -- - 44 - - - • r� \\` �// - \ 1 .2 `' OFFICE 5 p g 6 1 / +�� 120¢ I 114 OFFICE B (OFFICE) 100 122 1 1 1 Z a N ■ \ � / i r. 1 115 OFFICE B (OFFICE) 100 152 1 1 1 'r ♦�� ito m w 11/ : • ct I: 4,4�I „`�i II I I.; i F1F15CEf I HI 116 OFFICE B (OFFICE) 100 121 1 1 1 011°' : IR! III :# rr fir ' 117 OFFICE B (OFFICE) 100 204 2 1 1 0 I 1•\�`�/i ��` �' MI 1---,---11'1 1 I OFFICE OPEN I II 118 HALL T&C - 147 - - - 0 ¢ in z ■ \ IN ie ti, Ii I 20 I to 201E I 119 J.C. - - 70 - - - m o Z c~n • I I I ST-1 STAIR 1 - - - - - - - [Li -- m L 2 E.I o o m n11" APrAll, I- . l ©I loco. — — — — — — o ST-2 STAIR 2 Q z �`' 0 : or.. ► , HALL C TRAVEL DIST: 131' \ /. W w O w in :0 104 T ..■. XIP 3 an a m m o a ¢ I © I II 201 OPEN OFFICE B (OFFICE) 100 2487 25 1 1 N N co N co 1001/11rAir .1 A , .� oNEN f 11 � /\O I 202 T.R. - - 43 - W - - .U11 T.R. . �; 10 `/j. 1 203 T.R. - - 42 - - - ■ 1 _ ' _I Ce RACE �I I• OFFICE — y 4111% I ��0 < I 204 CONFERENCE B 15 125 8 L 114 I 11 J I :11111111111111111.1111.1111111 1 S 205 OFFICE B 100 122 1 1 O' 206 OFFICE B 100 102 1 :'..■■■■■■■ I I �101°11 .11117 207 STORAGE B (ACCESORY STOR.) 300 92 0 • MEM ®TOFFICE II ITR 7 1 I TR I � I 208 OFFICE B 100 205 2 1011° :■■■■■EMS■■ I Y 110 1 I I I 209 OFFICE B 100 206 2 ■■■■■`tea■■ TRAVEL DIST: 63' I I • V �/ I 210 HALL - - 208 - - - I• HALL• 1 -- 91 ,� / 6 ST-1 STAIR 1 - - - - - - .■■■■■■■■■■ I I TRAVELDIST. 6 - - - - - - _---_—�—*—■-.--.---_-.--_-.-.■� f ST-2 STAIR 2 11111° • NI 11111.1111111.11111111111111111111. _ F i CONFERENCE GRAND TOTAL 194 el P . rdr, 4 IROOM S+ ..r. i© CI r 1 L J I �� L_I -- _ _ _ _ _ _ ___j Iii LEC - L D !Ai" 1^irtrilyd`rli♦t II ad "ILOBBY �� 61Mit -- —� ® ® L "�" 11'. ■"�' ■■■1■' EXIT DI �0' = i► S 100' COM ION PATH OF EGRESS TRAVEL -- —� (SEE A1.4 FOR EGRESS PATH L -TING. ■ ARCHITECTURE -- ENGINEERING --Iliii o(Q1 10 o TRAVEL DIST: 7Q' STAIR 1 ■■ ■■ 3-HR RATED WALL (903.2.9) PLANNING 1■1.1►y �Ilr,.t,i�■�fIG;����IIC ST-1 I I ST-1 I 04'44++$414+44+44+44 Iff A ACI �� 1 .a� '1 I I i I N.$414+440444.44+44+,'� INTERIORS 0 -- - 0 o - o o- —J�a 44I I 74`:014.144.4 4.4si�4.4i •■ •■ ■ 1-HR RATED WALL (TABLE 1007.3, TABLE 1015.1) 15895 SW 72ND AVE SUITE 200 PORTLAND, OREGON 97224 J TEL : 5 0 3 . 2 2 6 . 1 2 8 5 / FIRE AREA - 7.810 S,F. FAX : 5 0 3 . 2 2 6 . 1 670 • S-1 NON-SPRINKLERED www . cIDAINC . 00N / • 12,000 S.F. MAX. NORTHNORTH FIRE LIFE SAFETY PLAN FIRE LIFE SAFETY SECOND FLOOR PLAN lop 1/16" = 1'-0" opHiii) 1/16" = 1'-0" E ILLUMINATED EXIT SIGN E DIRECTIONAL WHERE INDICATED ON PLANS FERC FIRE EXTINGUISHER* (CABINET) FE FIRE EXTINGUISHER* Cill (SURFACE MOUNT) Z * COORDINATE QUANTITY AND LOCATION WITH FIRE LL MARSHAL PRIOR TO INSTALLATION O j OCC. OCCUPANT LOAD SIGNAGE Q PER OSSC 1004.3 00 Ce Z firs _ O O iiimma I— NOTES D W N z ix 1. TENANT IMPROVEMENT AND INTERIORS SHOWN SHADED FOR REFERENCE. SEE T SHEETS Z FOR INTERIORS SCOPE OF WORK F" 2. THE REQUIREMENTS OF OSSC CHAPTER 7 - FIRE AND SMOKE PROTECTION FEATURES 0 SHALL APPLY TO CONSTRUCTION OF RATED ASSEMBLIES, INCLUDING 3 11 in • SHAFT ENCLOSURES, W CO 13- • PENETRATIONS, Z CO 0 • FIRE-RESISTANT JOINT SYSTEMS, 0 • OPENING PROTECTIVES, CC e-- • CONCEALED SPACES, • DUCT AND TRANSFER OPENINGS 1111 3. INTERIOR OFFICE AND FURNITURE PLAN FOR REFERENCE ONLY. SEE T-SERIES DRAWINGS FOR INTERIOR IMPROVEMENTSImim Z FIRE LIFE SAFETY PLAN & CODE SUMMARY FLS2 JOB NO. 130184.01 ©2015 CL)A, P.C./CIQA ILL RIGHTS RESERVER 456'-6" X 4 a'R-0-WW II /Y/Y //&/// ,/,/, �,lr., 25.a' �1 "MCI"" PRE-EXISTING NEW DEV G. ~ GENERAL NOTES . Ito NOT-CON e,la+ , i - ` 'Al rocsCONTRACTOR SHALL VERIFY AND CONFIRM �� S 89°51'48"W 456.54' ,� DIR D OJDIE'ER Y. BEATTIE DRAWINGS EXISTING PRIOR TO START OFOCONSTRUCTIONN . r���l } NOTIFY A CONE OF ITANY ONS DISCREPANCIESSHOWN IMPLIED MSN. '� � � • - ` SLIDING: SECONDARY •s'• D, OR 1.!!1111. 1111111111111115:1- II r.�ra fir 5�,I - EXISTING CONDITIONS BASED ON SURVEY BY 5863 t� SITE ACCESS GATE 54 i-, ANDY PARISH AND ASSOCIATES INC., LAST �. `• Ili Fr '� _ _ _ DATED 6 19 15 INCLUDED A5 SHEET OF NEW CHAINLINK FENCE �� .0.0'R-0-W- 20.0' 0.o•R o w 20.0• III / / WITH. PRIVACY SLATS SEE AO.2 FOR ENLARGED SITE PLANS AND r DETAILS cn SEE CS1 FOR PARKING COUNTS, LANDSCAPE .o `r°� cD© _� Pil .�I� PERCENTAGES, PROJECT AREA MAP, AND o o o o n o 1 i� ISTING FENCE TO BE PROJECT SQUARE FOOTAGES N N N N N N N 4111 TORACE YARDrl �; ,: = 40.0 -Z �V D N ,.- N o 8 N nj r7 EXIST! G-NON CONFOR NG �r II "• SEE CIVIL AND LANDSCAPE DRAWING PACKAGE � NESPMITTEDTOR Al TNALSITE DETAILS AND/ ®I • 9 �..�00 ¢ ¢ a o m a a /� • rr INFORMATION w � 4 D ELOPED 6 ��/ I J 3' ' o ) o_. B le:OCCUPIED AND USED DU=il I�ill'8'-6" 24'-0" 18'-6"11 G' or �� CONSTRUCTION UPON TYP. �i IP j PLETION EXSITING BUILI i I�- �• II LEGEND BANK OF FANNO CREEK • .__ OEMOLISHE fillp o II D 0 .R' STIN OFFICE '� - Alga � �t X TING FENCE r BUILDING - 0 BE REMOVED v, J E) +CAT �N • LP GAS; ro4.11":- ..w " A.0. PAVING _o z cn VEGETATED CORRIDOR BOUNDARYca ,13� 0° vo--i z : R a El RI MOV: AND RELOCATElite ' � .� m o a o 0 co { I WHEEL STOP: :, ititit.„.::::::: Z ��`' Q ® :R ST• _ GE Y �, SEE 4/A0.2 _ o z n a. ® ® " ' EXISTING �� - ONFOitt TYP. A . . . . . . . . . o cn wil o RETAINING WALL ® �4, , ECJ : �: : 18 a m a v a0USESPER �f EDTOR . . . LANDSCAPE c L,I o w inXISTII�G (� SIG /BUILD BY OTHERS) -t �.h,: . . . .SITE WALL} � `�-� �� � NALL U � ELOPED '� � S � N rn � �n co N o� ,� t�s.r (N) WASTE TRANSFERill ,010111111f z ► FIRE HYDRANT ��� P':'USED PtlIP �o STATION ` Irl �� / I � ACCESSIBLE ROUTE LOCATION / / % I , . . . h� �` �1 il OF LP GAS / • 4�r NI J,l' •. . . . 1111 'R VI ION AREA �� . . SITE DEMOLITION X{135.8' _1, ll 44. 111 STORAGE YARD I„ '�;,I/, 5a� �'• I � 60.0'R-0-W- ,,,��+►' EXI ING NON-CONFOR►ING '� / , �10 31 f B IF �1N ` USES PERMITTED TO R MAW r EXISTING TO REMAIN I 1v , I'� o 20.0i...) mON ASL LAND PREVIA SLYs ! -------`/ DEVELOP s.7 ¢ !j «terf - 1101111 ." CUR: AND 6' ' .iDEWA CLEAR VISION AREA c7 , Imo / A� m.: / // ARA;-Ip i�7y1_' Ii AIALIJiin i /i' 230 3 el o� oVilik co .5' �.•- r o� 4fi'-fi" IiiirP11. 6116eNtol•-ra .-"A._j:'"liq:...f.1: .ROU - ''r'1- cn ... _� 1 I �1 ;��>� 1► 8' PAV D -1 61 r� 48 09 - ipp- i! IGWT- F-WAY FR II r7 x{t38.3'I ��� ACCESS/TURNAROUND 0 FOR PLAN' •• CIL. (4111:1°1111111:1Miiiiii r�,,,,,i Tl� a Il� OF R IF TO C R: \111111111116....iiiiLimip,_ .�2�J: ; :��".•�iNIAIG G�4�E3 3 • • • ihi 2E7� 4ao'R-o-W- ACCESSIBLE PARKING �.5'I CENTIIR£D'•Gf�•'16=D •® ��E 20.0' 20.0' raI. ARCHITECTURE + � 110'-II" '1`OTRIr.'•QpE1VIlal'fi' I147.0'�r �1 SPACE E1-1:1 NEW OOD SPL' RAIL � r . . . . . . . � ENGINEERING I � �' � �Jt ACCESSI LE ROUTE rmi p GRADE LEVEL OVERHEAD DOOR P L A N N I N G QR VI YLRAlLF: CE � . . . . AT LAND BOU lARY RETAINING L, - >�#i, �. ;,F SYy - . . • . U 1NTERI0RSNOT 0 . R 4 HIGH- S 11 " 1� §� ' .:7; =� °'-'" x ''''; �`* � �� 1 �.-il -,1 CIVIL - D LANDSCAPE1: ::: �: � '_ Ju ':ir ' I /I ® 15895SW72ND :Ey:2SUITE200© �►,im ` >1139-3.1 j7 � ::ilit-:,,:-' ., dll ll�.��ri�'�i��� �' �-: '-I: 1:: PORTLAND, ORON97224SWALE, 0CATED �' I :'-' I-:;,:'',1::: 17i-::-:-'-:;I 7::1-1'.'iL-1 �' 1■ 'I�/MITI/ !:°;::1 0 �. TEL . 5 0 3 . 6 . 1 2 8 5 �''� �. �:�,� ;� �'� � �_� ,� :,, -y�,��� .� � l � ��� � 3 �. FIRE LANE - SEE NOTES ABOVE 10* R. _ -� �' �I I 5 IDE kREA OF FAX . 5 0 3 . 2 2 6 . 1 s o FLO E,D PLAIN S ill. v �� Yw. _ - r. y `�' I. . . . . . R G{�T- - W W W . C I D A I N C . 0 O M _ x. 1, .: . , I H OF WAY CIVIL .ND LANDSCAPE � � 109.4 ° . �' i ,.- X 147. 7 DEDICATION ,,i\. STORAC� YARD , . I *` EXI ING KION--CONFORMWG K,.: ,� t�.� �` U 'S Rfl�l(TTED TO REMAIN \ �� ,N, ON ALL LAND PREVIOUSLY .; � .. 3 Y �1 5 LAND'•CAPE BU• ER r�,� ��x `�`� :-.. °1- ;IY!!IANTIgolr100 Rv ,z " b f a , *>: . . . �� 1��'� � \ � �� ���. - r����_ o �wCO CRETE WHEELST�PS (9 FLOOD P TRAN' , • ,r t � � ��- ��_ _�' � x,� ����� � ���- f� PER 4/AO.+ - TYP. ?, ; .: Y POSTIONE 3' FROM 18 -6 ` �'�r � -� 4 - CUR- SI : ALK mit �.� 1!!!!!!!!!! :J° ' li u. s � Rll XISTIN FENCE 0 B. STO" GE ShED TY ���� -EMOV:D LL _. at. •, LEAR SIGN AR • CC Z 4! IIIILNNI �,: `Sz � � � 111 _ LA ,.,g•.¢��kr te. z` �v n r...4 si IL 00 .� -+ -`� _ �qY •S FYa'• M j a`' R it. - 111111, 'el':::,,Eil 15,_0".4'1:4AL::74::_:„4"4,1,4,74,4. Ilk -ETAINI Ili !!i; . _..., P!,-, -0-fig,M,pi- A . z A. . LS:jr oo iti NillitiNik.„ ' v iresiw, ,4±..k, 1_[ _ .4U'''.4144.F ,1:::,,,t � � cf) illiC (/) in �� r. a t ,F Sao. l! til Ill 5 (5� wilwailli , s .. CESSIBLE ROUTE U I� -E 0- e 1 .,. NY ft 41 Nif ';''-' --`-'144*.:;:::.-1-,V3,0"-Z;, '..-_:,,,kr,,1„...... , -,,,,i- .., .. , 10 Immo ill 0 l IL ®llOit� o °_' II->CE17.� - If.# LO S 89°51'43" W 489.56' PRE-EXISTING NEW DEVELOPMENT , • � - 4" 5.0E NOT-CONFORMING /////////////////////////////////////////////////��///ice//I/////////////////////////lam// FL + TO REMAIN 40 0'R-o-W- Lii „ 2ua' i _4/ 489'-7. /, / 4 Z NORTH 1 SITE PLAN / 4 • 0- 1" = 20' FIRE LIFE SAFETY NOTES SITE DEVELOPMENT PLAN LL FLASATV &R. S " PER 2014 OFC SA IRE DL Al A0.1 1. RED PAINTEDIGNGE CA URB PERPER TVFF&R. FSI LANE/NOTYPED" 2. NO PARKING PARKING LETTER PER 2014 OFC SECTION D103. JOB NO. 130184.01 3. FIRE LANE: 20'-O" WIDETURNING MINRADI. INTERIOR TRUCK TURNING RADIUS= 28'-0" EXTERIOR TRUCK US= 48'-0" ©2n�s claw" p.c/cap ALL RIGHTS RESERVED BLOCKING STEEL PLATE INSTALLED V 5'-0" A.F.F.. GENERAL NOTES eDilo ANCHORED TO WALL PER MANUFACTURER'S �` REQUIREMENTS SEE CS1 FOR PARKING COUNTS, LANDSCAPE PERCENTAGES, PROJECT AREA MAP, AND %IDIOMU. BEARE 1" STEEL TUBE FRAME PROJECT SQUARE FOOTAGES �_ "e� .4. G SEE CIVIL AND LANDSCAPE DRAWING PACKAGE FOR ADDITIONAL SITE DETAILS AND INFORMATION P4•' � OR ‘4SECIIQN/aEtAnoH PLANVIEW---TYP. UM. ROUND TOP v 07t• la NOTE: ,� SEE SITE PLAN FOR LOCATION 1" STEEL TUBE FRAME ��© / -- POWERED COAT COLOR TBD ! „,isoi, <\� CNei I I fi" STD. STEEL BOLLARD N C N N Q Q Q a IcNi PIPE- CONCRETE _- im ... n.rirr�..... V1www L FILLED N o o N �y r� rte`' `�' '� o 1�� ,I 4 111 J cV 2 I ¢ EmmmW W CJ D_ U o M 07 U ¢ 'O 4" TYP. WALL 3• -� ¢ opU �72 zFINISH FLOOR OR �' " 8" a� � FINISH GRADEy , 2"rt 4. ��4. cc w9 3/4" 1 16 GAUGE16 GAUGE zoSTE> L CRADLE rn STEEL CRADLEII / CONCRETE -18" oIII N / syr NOTES: / ¢ zSTEEL Pi� I I Q HANDICAPLUEw Nzmillm SIDE VIEW INSTALL WITH 12" GROUNDTOPVIEW ppcc v D PLAN A1'OR A.F.F.. I SPIKES (AC INSTALLAl1ON) l_c!): wANCHORED TO WALL � U o Q PER MANUFACTURER'S ¢ �_ o SURFACE FLANGE REQUIREMENTS uj o a m LI Q o Cr) MOUNT v� SECTION ],, 16" DIA. 0 - N u, co 1 BICYCLE RACK 2 WALL MOUNTED BICYCLE RACK s BOLLARD DETAIL 4 PRECAST CONCRETE WHEEL STOP ' 0. 3/4" = 1'--0" 02580-08 ' 0. N.T.S. 0. 1/2" = 1'-0" 0 SCALE: N.T.S. ol 61 _ ARCHITECTURE U ENGINEERING PLANNING INTERIORS 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 (19 z LL oW 0 a Leif z � = o 0 1-= -zt E z LIQti W :5 z (f, o Q ILL' I— ' °(0 Q z CD o Ln CC n- 11.1.1 W I- z ENLARGED SITE DEVELOPMENT PLAN A012 JOB NO. 130184.01 0 2015 CI041. P.C./CIDA Nl RIGHTS RESERVED imain Aim, CI (Y.) D1:11 0 00) , 's T LEGEND d� EWER U. BUTTE `1 / , I 127 -0 ; _ 101 ROOM NUMBER �• * °° '' / • 25'-0" 25'-0" 25'-d" 20'-0"11' 'll 32'-0" / 101-A DOOR NUMBER 3 'I ' D: OR ` 7'-6" 12'-0" R.O. 5'-6" 7'-6" 12'-0" R.O. 5'-6" dr 7'-6" 12'-0" R.O. 5'-6" ji, 5'-0" 11'-0' R.O. 4'-0" 4'-10" '-4" 6'-8" 12 6 R_0. 4 -8 I R-101A RECITE NUMBER 14 ‘•t'lt / / OF i I �r -I- - - - - - - �, I �m 3-HR RATED FIRE PARTITION (WALL TYPE G) I 1PJ ¢ � 1-HR RATED FIRE PARTITION (WALL TYPE H) 4� <ci 1 c v B I PJ c V o IPJ c V U 1 I PJ O ¢ C N I ------ CONCRETE TILT PANEL WALL t_ to ( n to co d PJ • 106-E I 106-F 1 I 1 I 1 ------, i ' ' simmima ------ �o 106- I CMU WALL0.1 STUD WALL N "-' "' a o 0 0 7) O 24 -0" 9 -10 1/ 1)' 5 1/2" N CC J c~n w Lu C N y TMP 101 - HALL OFFICE A GRADE LEVEL OVERHEAD DOOR z aid : UP 118 i17 p Q 0 O U g 4'-0" ---- ---- x PJ PANEL JOINT Z 6 MM m� -- • I `1 I _ �„ �� i ID I INTERIOR T.I. - SEPARATE PERMIT m I • I■■rl■■! -- I N w Ii I m_m_ I -I-HB HOSE BIB a o a. - - - - ] __'I M.�■ letilF.51: I �MI= 4811111111111. ... _ F- Q 0 I I I I III I ] 1112111 • U I Q < inm �, tx "' L- - - - J I L - - - - J I L- - - - J - I ST-2 : I ,- Q V) I— z I .. I • FLOOR PLAN GENERAL NOTES c, D Q s Q ct ' 1. CONTRACTOR SHALL VERIFY AND CONFIRM ALL CONDITIONS AND DIMENSIONS " J ¢ o I I OFFICE Q I� n w o L v� I o' AND NOTIFY ARCHITECT AND/OR ENGINEER OF ANY DISCREPANCIES PRIOR TO Q rZ U o 116 I START OF WORK. I if) I In N r7 -4- (C) co N. a0 `-' - IN 2. FIRE EXTINGUISHERS SHALL BE LOCATED AS REQUIRED BY SECTION 906, IFC. I I TRAINING SEE FLS PLAN FOR APPROXIMATE LOCATIONS. COORDINATE FINAL LOCATION : I ROOM I WITH FIRE MARSHALL. I 105 - - MC 3. ALL INSULATION INDICATED ON PLANS SHALL COMPLY WITH OR EXCEED THE PJ I I I I PJI " ----- --- REQUIREMENTS IN SECTION 719, IBC FOR SMOKE DENSITY AND FLAME SPREAD. �� - - - - - - - - - - - - - --- ------------- --- - ------ - -- - _--- _--- - - -- - ----- � 0 I ° 4. PROVIDE SIGN STATING "DOOR SHALL REMAIN UNLOCKED WHILE OCCUPIED" OFFICE ` PER SECTION 1008.1.8.3, IBC ON ALL LOCKING EXTERIOR I 115 DOORS--COORDINATE WITH DOOR SCHEDULE. I 5. PROVIDE EXIT ILLUMINATION AND SIGNAGE PER SECTION 1006 & SIGNAGE PER SECTION 1011 OF' THE IBC. r+ : I IIIZO 6. APPLICABLE CODES: ALL WORK SHALL BE IN CONFORMANCE WITH ALL I ; c.I FEDERAL, STATE, AND LOCAL CODES. SPECIFICATIONS AND STANDARDS SHALL MEAN, AND ARE INTENDED TO BE, THE LATEST EDITION, AMENDMENT OR 0 I I T REVISION OF SUCH REFERENCE STANDARD IN EFFECT AS OF THE DATE OF IN411( WAREHOUSE I THE CONTRACT DOCUMENTS. © 106 _ _ TYP. . - 1 r1 _ 1 _ 17) o r - r - - - - � NO STORAGE r � —1 °' oo O Mr lo '� L I L I ABOVE 12' L I �' r A2.1 PARTITION SCHEDULE61 - - -- J I - - _.._. ....._ J -_ ^..-.- J I r HALL I I _ n 104 IIII ARCHITECTURE 1 II OPEN NOTE - PROVIDE WATER RESISTANT GYP. BD. AT WET LOCATIONS I I - r I- i �I 7 r - - - - 1 OFFICE 1) ENGINEERING . , --"' EXTERIOR CONCRETE WALL: PLANNING - J.0 107 1 08 OFFICE N A •-•-;7.---,777,7r CONCRETE TILT PANEL PER STRUCTURAL WITH 1 5/8" 25 GA. METAL FURRING INTERIORS - ' 119 -. I ( , 114 _ - . . .-- . . STUDS AT 24" O.C. WITH 5/8" GYP. BD. TO 6" ABOVE SUSPENDED CEILING. • - I� ,J CONTINUOUS XPS INSULATION PER ENERGY CODE SUMMARY. FULL HEIGHT I , I 15895 SW 72ND AVE SUITE 200 PORTLAND, OREGON 97224 T E L : 5 0 3 . 2 2 6 . 1 2 8 5 71'-0" 24'-4" 31'-8" CONCRETE WALL: FAX 5 0 3 2 2 6 1 6 7 0 PJ PJ-- -- ---- __---__ 1____Eli_______________,_ I B ----------- --------- • �------------- ------- ---------------- --- � --�----�-�-------- CONC:a E TILT PANEL PER STRUCTURAL </;�1] Wel`TR , 1 - PARTIAL HEIGHT WALL STAIR: N �.�y_ 'I C ���d��i�AdrtYeirir�' 350S162-33 20 GA. STEEL STUDS AT 16" O.C.. SEE 1/A8.1 FOR HEIGHTS. 5/8" ■.- I GYP. BD. EACH FACE. SOUND BATT INSULATION FULL STUD WALL CAVITY DEPTH � j:gg IJ 'I6 1OFFICE 1 A HEIGHT. I0 - I STORAGE ,- In ,� - - - A3.1 I ; - 103 i-� �� : HALL 17 -10-1,2 ' 13'-5 1/2" E ��4444444�14 3—HOUR FIRE WALL: - I `" I fit 11'-8" _ I Aj!!II ,,,___ N 600S162-43 18 GA. GALV. STEEL STUDS ® 24" O.C. WITH NOMINAL 5" THICK B OSP' I I I PJ I I i`"I ;, MINERAL WOOL INSULATION BAITS, FRICTION FIT BETWEEN STUDS & o ; ; 1 mar I __ FLOOR/CEILING RUNNERS. 2 LAYERS GYP. BD. W/ 25 GA FURRING CHANNEL �' I I - I__ _ _ - APPLIED ONE SIDE AND 3 LAYERS 4" GYP. BD. OTHER SIDE. GYP. BD. TO BEC.11 I r - - - ^ r- r- ` 1 I 102 -i-____ _ INSTALLED WITH 1-1/4" LONG TYPE S SELF-DRILLING, SELF TAPPING STEEL o I I I I I I I I N-I 1�==== I -� a rn SCREWS SPACED 8" O.C. ALONG THE PERIMETER AND 12" O.C. IN THE FIELD. L _ _ _ _ J L__ _ L_ _ _ _J 1----::: I -L J SCREWS ALONG SIDE JOINTS OFFSET 4". JOINTS COVERED WITH JOINT �■■rr� I --- 9 1/2" I 18'-6 1/2" _. COMPOUND AND PAPER OR MESH TAPE. SCREW HEADS COVERED WITH JOINT ] CONFERENCE U ROOM ----- ^ - LOBBY i COMPOUND. (UL-U455) 1 102 B ' - -dill UP I �j -CF) O I. .I 100 F 1-HOUR FIRE WALL: zI ,- All, , 5/8" TYPE 'X' GYPSUM BOARD APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE Ct ' - i I A2 1 3 5/8" 16 GA. METAL STUDS AT 16" O.C. WITH 1-1/4" TYPE W DRYWALL SCREWS L` Q 106-A0 I I I0 i I o 1 ` `D 11 .11 I B i) 12" O.C. (STAGGER JOINTS ONE STUD BAY EACH SIDE) - (UL-U419) CC Z i 0 o; I I TYP. - I I PJ o }'-` Zo ��� _ - CI----------------- -------------------- - - - --------- -------- ------ --- I--- -------- --- -- STAIR _ ¢- -" - "_ __.._.--.-._.-- --W-Nt ----------- 3.A INTERIOR CONCRETE WALL W/ FURRING: �` •� PJ I 106-D I 106-C • I 106-B • I I sT 1 II. o 1 B °1 G ,... i,: CONCRETE TILT PANEL PER STRUCTURAL WITH 4" 25 GA. METAL FURRING STUDS M U.1 Z 0 "�'''''".."'*:*.:'' AT 24" O.C. WITH 5/8" GYP. BD. TO 6" ABOVE SUSPENDED CEILING. Et -� HB c a B PJ a o PJ c • PJ l PJ ).aI-- EEJ'1 -----� ri,- 1-- A 1 1 1 o < r -9' 15'-0" R.O. ,-9)( 3Eno 11) 0 7 -6 �. 12 -0 R.O. 5'-6" 7 -6 / 12 -0 R.0 5 -6' 7 -6' / 12'-0" R.O. S'-6" X 5'-0" 1 1'-0" R.O. 4 -0' 11 -6 20'-6" Z Q ,c iT 25'-O" 25'-O" 25'-O" lil20'-O" 32'-O" / / KEYNOTESLn CC Ln oLIJ O6" CONCRETE BOLLARDS SEE DETAIL 3/A0.2 W 2 © ELECTRICAL PANELS Z 3 A3.1 A3.1 0 4x8 SKYLIGHT ABOVE NORTH O WALL MOUNTED BIKE RACK - SEE DETAIL 2/A0.2 1 FIRST FLOOR PLAN A1.1 1/8" = 1'-O" FIRST FLOOR PLAN A1.1 JOB NO. 130184.01 ©2015 CDA, P.C./ODA ALL RIGHTS RESERVED Alk 0 B 0 Mr D0 0 40) h 110# a'. 44 127,-O" i ; LEGEND SII II. BEAM 1"11 25'-0" 25'-O" 25'-O" 20'-O" 32'-O" �� Oa'n't, 1/' i( • I I ! 1 I 101 ROOM NUMBER tAL P0' D, OR I 1 I 4'-10" 12'-6" r 4'-8"/ 101-A DOOR NUMBER St 3863 • �• g IR-101A RECITE NUMBER - I ® 3-HR RATED FIRE PARTITION (WALL TYPE G) B IPJ IPJ IPJ A I PJ g - - 1-HR RATED FIRE PARTITION (WALL TYPE H) 14© <0 [ — \ Cl CO CO tO PJ o Li: 201-A PJ `� CONCRETE TILT PANEL WALL Q a N N N I I I 24'-O" I �`" �" 9'-10 1/2 I 20'-5 1/2" ����� CMU WALL N (15 o- o Ni ri n I I I CC J W L�i.l Ir N 0 HALL STUD WALL a m m m I I DN �� 210 � IX 2 % S o m co r a I I ■ I 9 ' I OFFIC p GRADE LEVEL OVERHEAD DOOR - ¢ p o I I a I I 209 I Wirr I Z � t I I I 1 I _ PJ PANEL JOINT m ti w I I ■ I Ill .. I �— INTERIOR T.I. - SEPARATE PERMIT■r-- I �- -� I24I o J I I • i I r� Q cl Z Ir 1 L� ; 1 I ST-2 K' '712 0 Z 1=- z I - - .. - I II FLOOR PLAN GENERAL NOTES 00 ix w Q I I o Q - n 13- I I ■ I OFFICE 2 1. CONTRACTOR SHALL VERIFY AND CONFIRM ALL CONDITIONS AND DIMENSIONS a in W 1C O STORAGE 208 A CD AND NOTIFY ARCHITECT AND/OR ENGINEER OF ANY DISCREPANCIES PRIOR TO W Q v a m a o I I 207 I r START OF WORK. cn (11 - N r'S .ct Lel co r` CCI - 2. FIRE EXTINGUISHERS SHALL BE LOCATED AS REQUIRED BY SECTION 906, IFC. I 1 0 SEE FLS PLAN FOR APPROXIMATE LOCATIONS. COORDINATE FINAL LOCATION WITH FIRE MARSHALL. I I ■ ! OFFIC' 11 C1 O PJ ■ 3. REQUIREMENTS IN SECTION 71IBC FOR SMOKE DENSITY AND FLAME SPREAD. - I 20- 1 II _ - PJ 1 I I ■ I 4. PROVIDE SIGN STATING "DOOR SHALL REMAIN UNLOCKED WHILE OCCUPIED" I a I PER SECTION 1008.1.8.3, IBC ON ALL LOCKING EXTERIOR IDOORS--COORDINATE WITH DOOR SCHEDULE. I 1 ■ I OPEN TO 5. PROVIDE EXIT ILLUMINATION AND SIGNAGE PER SECTION 1006 & SIGNAGE PER I ■ I STRUCTURE OFF!. `°SECTION 1011 OF THE IBC. ABOVE 205 `" 6. APPLICABLE CODES: ALL WORK SHALL BE IN CONFORMANCE WITH ALL I ■ I _ FEDERAL, STATE, AND LOCAL CODES. SPECIFICATIONS AND STANDARDS SHALL I © ■ I OPEN MEAN, AND ARE INTENDED TO BE, THE LATEST EDITION, AMENDMENT OR i . OFFICE REVISION OF SUCH REFERENCE STANDARD IN EFFECT AS OF THE DATE OF fil NP I I N 201 _‘c _ z THE CONTRACT DOCUMENTS. Allalk 7 — 7 F — --I I— — —1 • ■ I I in -c) Ali MIT L_. _J I_ _I I_ _1 I I I I 61 ARCHITECTURE WAREHOUSE I co PARTITION SCHEDULE ENGINEERING 103 � N NOTE - PROVIDE WATER RESISTANT GYP. BD. AT WET LOCATIONS PLANNING CONF20 ENCE INTERIORS OPEN TO BELOW I I 2igEXTERIOR CONCRETE WALL: I 1 ■ I E ,. 15895 SW 72ND AVE SUITE 200 ■ , -\c A i, ,, ,; CONCRETE TILT PANEL PER STRUCTURAL WITH 1 5/8" 25 GA. METAL FURRING 71 -O' I • I 24 -0' ii_11 32 —a�� -Lo PORTLAND, OREGON 97224 PJ P J 10 STUDS AT 24" O.C. WITH 5/8" GYP. BD. TO 6" ABOVE SUSPENDED CEILING. TEL : 5 0 3 . 2 2 6 . 1 2 8 5 CONTINUOUS XPS INSULATION PER ENERGY CODE SUMMARY. FULL HEIGHT — - - - - — FAX 5 0 3 2 2 s 1 6 7 d I I I WWW . C I D A I N C . C O M — — Tom;! 10 - '"� B CONCRETE WALL: s. 202 , 203 CONC:a E TILT PANEL PER STRUCTURAL 1 f a I I SI 'I _ PARTIAL HEIGHT WALL STAIR: I I I I J A3.1 C et., tater4WMUI 2X4 WOOD STUDS AT 16" O.C.. SEE 1/A8.1 FOR HEIGHTS. 5/8" GYP. BO. EACH FACE. SOUND BATT INSULATION FULL STUD WALL CAVITY DEPTH AND HEIGHT. ! I � © A A ! I o I ( - _. _. I I I DNit I _ 3-HOUR FIRE WALL: ► ►rn►rr►r r E �� ��f`�u�t<uf� 600S162-43 18 GA. GALV. STEEL STUDS ® 24' O.C. WITH NOMINAL 5" THICK I --.I \ o MINERAL WOOL INSULATION BATTS, FRICTION FIT BETWEEN STUDS & Co9 I II \ I LOBBY r, FLOOR/CEILING RUNNERS. 2 LAYERS i" GYP. BD. W/ 25 GA FURRING CHANNEL H _I H I H — iiI I \ 100 �' APPLIED ONE SIDE AND3 LAYERS i" GYP. BD. OTHER SIDE. GYP. BD. TO BE Z ■ INSTALLED WITH 1-1/4" LONG TYPE S SELF-DRLLUNG, SELF TAPPING STEEL I LL I I • I OPEN TOzBELOW SCREWS SPACED 8" O.C. ALONG THE PERIMETER AND 12" O.C. IN THE FIELD. B \ SCREWS ALONG SIDE JOINTS OFFSET 4". JOINTS COVERED WITH JOINT W ■ 9 I COMPOUND AND PAPER OR MESH TAPE. SCREW HEADS COVERED WITH JOINT0 • '� 1 j ! COMPOUND. (UL-U455) Q I I I 1 I/ \ r �tt�nn► t 1-HOUR FIRE WALL:/ak O� O Ce ■ I ' .I F u1G�.�.���.u��1'i 5/8" TYPE 'X' GYPSUM BOARD APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE Q I ■ I I _ = : \ P© 3.9 3 5/8" 16 GA. METAL STUDS AT 16" O.C. WITH 1-1/4" TYPE W DRYWALL SCREWS O CC - - - EST7 1- 1— re47 -ar� 12 O.C. (STAGGER JOINTS ONE STUD BAY EACH SIDE) (UL-U419) .. - 7I 4r 44044.44.444.+$4.4*P , oo F� �' Q PJ �s4#44.�a,.ri���4,�i���ei�.�4oi�.�4e B I1/4.___ \ 0 0 N w�Or444s!%i!e!%isVwlr!s!%.442M• = W Z ix LTJ PJ I PJ I PJ I I PJ a i I I _ _ J I KEYNOTES Z Q V) at O GUARD RAIL 3 O 25'-O" ir 25'-0" 25'-O" 20'-O" ir I 11'-6" 20'-6" I W �- Z Cn 0 SKYROOFLIGHT ABOVE W ( } ICIDI UNI L!') CC Fill Alk 32'_O' © ACCESS HATCH 2 3 Z A3.1 A3.1 NORTH C)r1 SECOND FLOOR PLAN A1.1 1/8" . 1'-0" SECOND FLOOR PLAN A1.2 JOB NO. 130184.01 ©2015 ao& P.C./CIM ALC Ran RESERVED GENERAL NOTES 1. VERTICAL PLANE BETWEEN UPPER AND LOWER TO BE FIRE-RATED. SEE SECTIONS. ep , S. 2. SEE SECTIONS FOR CONC. TILT PANEL HEIGHTS, FRAMING HEIGHTS AND PARAPET `� HEIGHTS. .1]!rl1�k UE • DCI 0 0 3. OPENINGS IN ROOF ARE NOT ALLOWED WITHIN 4' WIDE FIRE-RATED ZONE. ' gia003_6_L A5863 °R 127 -QIt 25'-0" 25'-O" 25'-O" 20'-0" 32'-O" 1 LEGEND X44 < PER AND I (0 ,..0 ,T opCDr,DOWNSPOUSCUPT I I { I I ,� I I SCUPPER AND 25'-Q" I 29'-0" I T.O. HIGH PARPAPET; Q'-0" q o N N o CV 25'-d" 20 -0 " DOWNSPOUT T.O.P. I I ! I 25 -0 I LOW PARAPETI I TOP OF PARAPET Lin f• oN N T.O. LOW PARAPET TOS SEE SECTIONS / N NiI_ N d r� T.O.P - ix fQ ^ LI c° .- _ P J PJ PJ PJ v PJ o o • PJ \ (Y-0" TOP OF SHEATHING a a o LJ ¢ M \,/ Vi \./ V/ V/ / T.O.S. z o t 4111 rr F- cn I CRICKET, TYR; PRE-FINISHED SHEET METAL m TAPERED XPS; SLOPE PARAPET COPING, TYP. 29'-Q„ 1/2" PER FOOT MIN. o U I � T.O.P NNNN o z cin � _. m z I- z I 1 51 O m O — _ _ f TILT CONCRETE x Q 'x w z o c Z w I- `- r SHEAR AND FIRE WALL Q z Ii - o 1 I I 1 I Q � w o L - - - J i L - - ; o o a m cLE5 08 cilj 'a I I* I I I 1 CRICKET; SLOPE ACHIEVED BY I 1all SLOPING STRUCTURE: "/„.— SINGLE PLY TPO 1/4" PER FOOT MIN. ROOFING MEMBRANE; SELF-ADHERED ROOF I 25'-O" HATCH PJ I I / T'O'P PJ Nr V' 0 Z\ n i 1 HVAC I w✓ o ,_ (TBD) SINGLE PLY TPO oo o — — — — — ROOFING MEMBRANE; 4 Lzi •• L_ / SELF-ADHERED oo i oW 25'-1/2" fikill o. cn T.O.S SHIPS LADDER \* I 1 I 25'-B" I I I61 SLOPE: T.O.S 1/4" PER FOOT _ ARCHITECTURE AI < ' © " ° 1111 O I i i 1 T fl po ENGINEERING NVMISill A2.1 co r- - - - - 7 ;11 V) PLANNING 111111111 - i _'_ { I HVAC I INTERIORS SKYLIGHT, TYP. I (TBD) - 15895 SW 72ND AVE suaE 200 PORTLAND, OREGON 97224 25'-O"7 I I CRICKET, TYP. I TEL : 503 . 226 . 1265 T.O.P I I TAPERED XPS I FAX : 5 0 3 . 2 2 6 . 1 6 7 0 SLOPE i" PER WWW . CIDAINC . 001.1 FOOT. 4 I I I I I PJ PJ f I I S.M. GUTTER AND I I DOWNSPOUT WITH SPLASH PAN ON LOWER ROOF, TYP. I I I of 2 1 1 I I A3.1 29 -Q 2LI E I I A6.1 T.O.P f I 1 OP Z I I I Uni - - f I I 1 I W I 1 { IN As.10-- in L - - - - J O 0 ce , _----- Z CC 11 0 I 1 INo. Q I ' I T.O. HIGH PARAPET: N. SEE SECTIONS m W Z 22'-4" 25'-0" 29' 0" I- T.O. LOW PARAPET: I I I fl>! _ _ SEE SECTIONS I T.O.S � I LOW PARAPET PJ PJ \ 3.9 z < V) H PJ PJ PJ PJ ■11111111111111111111111111�11111l1 Z a 1111111111111111111111L \c°4 C.:!:,) \''' --\- 1., ul o I25'-0" I ENTRY CANOPY WITHCD L I T.O.P I I COMPOSITION SHINGLES 10 I I 2 I li N- 1 I I A6.1 S.M. GUTTER AND I DOWNSPOUT LLI AftI A2.1 Z 0 F 2 3 A3.1 A3.1 NORTH ROOF PLAN * 119 1/8" = 1'-0" ROOF PLAN A1.3 JOB NO. 130184.01 ©2015 at, P.C./CILUI ALL Ron RESERVED . . 0 0 io 0 0 0 el) i %. I 1 ;S MEER Y. BEATTE 4.0. PRE-FINISHED SHEET i I I I %• , ` • I METAL EAVE COPING 3 i, oa ALUMINUM :: /A SCUPPENSHEET T.O, ROOF MEMBRANE ,PARAPET CONG i I 4 li2" REVEAL 2.1 i i i 1 $ 29'-0" CONCRETE T.O. PARAPET L LIGHT FIXTURE, TYP. TILT-UP PANEL P3: COLOR TBD 1 !' C T.O. PAPT C.0t (ani Y 2i'-0" P2: COLOR TBD __ _ -- — -- N N o a o o N N T.O. OPENING -- -- — u.; <e n _- N M " p p O r; P3: COLOR TBD >- J w i C N a ¢ D m m m s fx X15'-0" — — = T _ ¢ ¢ o o 4 B.O. OPENING — 14 0" Z wo P3: COLOR TBD O.H. DOOR r Lij di 8'-10" o © z T.O. OPENING CD o r,0 \\ \\ N / G r LL, m } d 0 / / W _ w Q fx U / $FINISH FLOOR _ ' FINISH FLQO� ° � � � ¢ � � ca Q I L HOLLOW METAL DOOR g o © a� m Q a ¢ A ALUMINUM STOREFRONT SYSTEM /6\ SECTIONAL OVERHEAD ��� CAST IRON RWL TO 6', - N rn nr In n CO DOOR, TYP. TYPE. el) WEST ELEVATION 1/8" = 1'-0" 0 CO 0 3.9 I illgo( ; , 1 1 1 1 1 SHEET METAL 1 PARAPET COPING 1 CONCRETE I I ROOF MEMBRANE i i 1 TILT-UP PANEL 1 I I I IIIIII ARCHITECTURE U ENGINEERING PLANNING COLOR TBD P3: COLOR TBD 'NNNP L A N N I N G I — 25'-0"4, INTERIORS T.O. PARAPET 15895 SW 72ND AVE SUITE 200 PORTLAND, OREGON 97224 P3: COLOR TBD TEL : 503 . 22 6 . 1 285 LIGHT FIXTURE, TYP. FAX : 5 a 3 . 2 2 b 1 6 7 a WWW . C I D A I N C . C O M C=2 �1 / pii CD\ / / (119 j FINISH FLOOR- H1-1 HOLLOW METAL DOOR — E - z U oW oix oQIX 2 O SOUTH ELEVATION P "sr 041 011) Z CC� 1/8" = 1'_O" E z ix t,-, 1••• -Lc, Z / E-- Ix i. Lo 0 CO Q Z CO LO CC W IiiiiZ ELEVATIONS A2.2 JOB NO. 130184.01 ©2015 Opti P.C./CIDA ALL RIGHTS RESERVED 0 0 DCO 0 o et, ., • r�. 40‘. 40e" 1 i i I AI 1 1 .9R M. KATIE a? 3 .11. ,, at • NV NW Iiir , ,t. $+ 29'-Off / ,• T.O. PARAPET 1 f' 4444 <0 - ilr 111" 111Pr 1por ..1: . •• ••• • . . . . . 0000 .. CO CO ' ', 0000 o0 a0 ..° � a a i N N N N N �y p N I I in N f` a5 VUHU N CN WARELij$+ 12' 0" T.O. CONC. TOPPINGlamLJ I • ��' j'1/ 1110110' �' NI ■ OFF CE I STORAGE LiQ I 1011 103I • �, 01^ ::: I — - 4 Cfl ceN + 0'-0" 1. I F . -, W Ca_ e' . E U T.O. CONC. FLOOR ;, �.. . x t_ _. I- ' w 2 a IX z a p v) W ck E5 O E - � — VIM ""/ W o ci ate. m CI.. o 0 Ih 1i) .- N t) d- t€) CO N CO SECTION .31 1/8- = 1'-O" 0 0 0 3.9 1 1 1 1 1 1 1 1 1el 1 1 1 I 1I 2 1 1 1 1 1 A4.21 I I I I + 29'-0" $T.O. PARAPET ( _ - . + 25'-0" I 1 = • T.O. PARAPET 1 1 1 .. _..A _—__...� ...-vv.�.D'.!�-..v.•• ,...--:L:._:. tE':QO....x.I.x.::Q•::::0..�:mss.:::!:Neo .m.�� �f—�" ..v'w4�:.�.'�:��:•i i::�L��i•.�.•••0000 �...w.•s int 4: _ 77 $+ 20 -00 ... .::..._.::::e.::...:i:::::•s.�.- ❖:::•a:._ ..:.ti❖:.ea:•:......r.-..v.....v... �� ���� T.O. ROOF SHEATHING �,.,0000:.:.-0000-. V ARCHITECTUR T.O. ROOF SHEATHING li _�-�� -- V�-���_����� $+ 14'-0" T.O. DOOR OPENING ( WAREHOUSE _ NLANNrN e TERt0R ` 106 15895 SW 72ND AVE SUITE 200 PORTLAND. OREGON 97224 `1'" TEL : 5 03 . 2 2 6 . 1 2 8 5 IF A X : 5 0 3 . 2 2 6 . 1 6 7 0 WWW . C I D A I N C . C O M 40+ 01-0" i 1 [ T.O. CONC. FLOOR I.. SECTION CID 09 1/8- = 1'-0" Z 0 0 0 3.9 0 LL 0 w 1 I I O IX 0 Q 1 I ICt I Z 1 IOW 6 = 1 1 f i 411111 1- lit 1 '1 1 / WNZ Q I I T.O. PARAPET F- Iimm J Z +� I-- 0 _.... .. . . • • -.-- + VARIES .•..o❖..•.. .❖o•..❖•.06.44..---- ... .........m...............,...❖ ..... . . . . ...•....,......... -....-------.......a.... ._ ... ....._. ...0,0.0... 00...,. .....,.................... .............. ... .....-•-.--0-..0......,,... ... .......-.-.-.-........... ..... ...,...---...........,...,... O c T.O. ROOF SHEATHING 3 F"'" (.0 O -1 all MINI z O STAIRinn IC , ST-2 iia OPEN 1.1111 OFFICE_ + 12'-0" 201 LOBBY ., EMI T.O. CONC. TOPPING I I I A I I I I I I I I I I l l I I I I I I l l I l ! I I l 1 1 I I l I • 100 Z lin OPEN � i -- � +• 16.. ._ I OFFICE I.1_,'.1 �� AIN I 111 M al MI& e i. • r� 1.-• ' .11,, IPIEM, 101 ���� • ���i��i S• f I 1 ■; • •.III. + o'—o" R I Fess' . . . _ .. _ - . . i .. I $T.O. CONC. FLOOR j --:t, .'Y .00 MINI SECTIONS SECTION 4111 1/8" = 1'-0" A3111111 JOB NO. 130184.01 ©2015 CID%P.C./CIDA All.RKiMS RESERVED J . eD r0 ,. c.2 c•y AGER M. KATIE BOTTOM OF ROOF 14 GA. SLOTTED • III ,, 1 °ti-L,STR ROOFTURE TRACK CONNECTED • TO STUD t , OR 00, ea. Muir aioor *CifAl s it 410 0 0 ?), f____1 ___ ___ _ _ _ _ N ' tO to • i1i - ocv O N N _- • N r N O N N ►') 31:: '4 1 >- _J N W O`Lti a' N = I I ( �� N lit J �" C� O m V gye Q N FILL VOID W/ I d `` ¢ W a PRE-FINISHED CAP It - MINERAL FIBER , tijoz �+� PRE-FINISHED CAP FLASHING FLASHING �` INSULATION , HR RATED '= v' PUTTY L W Mr MAIMMANI '`� FLASHING �,, itilY CONCRETE TILT WALL -- BEYONDLo Z 29,-0" _ I FLASHING I _ 29'-0„ I ♦ ,/ o T.O. PARAPET— I TPO SINGLE PLY, TPO SINGLE PLY, c) 0 ;;;:4 / —T.O. PARAPET ♦ L R SELF-ADHERED SELF-ADHERED GUTTER ¢ o Z V) a TPO SINGLE PLY, ROOFING MEMBRANE I N ROOFING MEMBRANE ® ��\�. [~ m 5;-) c~n I J SELF-ADHERED METAL STUD WALL- Q cn Z C z ROOFING MEMBRANE TAPERED XPS INSULATION AT I FOR WALL TYPE w ' S % z �, o , 8 • IXPS RIGID INSULATION CRICKETS AND SIZE SEE I•- a cn z ow Ix z w " ' XPS RIGID INSULATION I j XPS RIGID INSULATION I SHEET A1.1 n a ¢ o a I 1116. I (3) LAYERS i" GYP. °w w a mu' Q w o w N �� 7 ROOF SHEATHING, SEE ROOF SHEATHING, SEE ROOF SHEATHING, BD. - FOR N �� 4? STRUCTURAL STRUCTURAL :�_ _� SEE STRUCTURAL / I ° , !!!!!!!!�' ►������������ — — 5'-0" A1.1 SEE SHEET _ .- cv r� In ca o0 TYPE N `� 1 Or ��T�'���►r��� ��`����� ��1; I T.O. PARAPET •�•S`,�♦'�•�'••��• ! TPO SINGLE PLY, 1��' �! / 1 TPO SINGLE PLY, TPO SINGLE PLY, REVEAL • —;,.�; SELF-ADHERED �'� z A SELF-ADHERED I j SELF-ADHERED • TRUSSES, SEE STRUCTURALL ROOFING MEMBRANE ROOFING MEMBRANE J ROOFING MEMBRANE \ // XPS RIGID INSULATION XPS RIGID INSULATION / °a. I I / +- XPS RIGID INSULATION CONCRETE TILT PANEL ,. / ROOF SHEATHING, SEE ROOF SHEATHING STRUCTURALL/ / i -- Al SEE STRUCTURAL I _ _ ROOF SHEATHING, SEE AI ' . �� �`!��`�`� ji►4,/t- '� f�!!' ' '!'o'!'*�'1 ,►lh�� �f+�� �� ���♦it STRUCTURAL`` I !1►!!!!!4,/t- or ►l�►!!!! ♦ �' ►!!!! SUSPENDED ACOUSTICAL CEILING . I �� K JOIST - SEE STRUCTURAL ►�C 4—- 0 I ` ► _ ! J 4 4 ,.\\. t ,.... . : •; FIXED WINDOW . ' O''' . �. =i. ill _ - :. : ARCHITECTURE EXTERIOR INTERIOR 13" LIGHTWEIGHT . WALL SCHEDULE �� II ENGINEERING CONCRETE TOPPING INTERIOR PLENUM : ' moi, _ __ _ OVER i" PLYWOOD �•wi' Vi - P L A N N[N G FLOOR DECK .. ►w moi' ►'� mow+ __ _ = =+ = INTERIORS 1�, 15895 SW 72ND AVE SUITE 200 1.^ `,, mow' I . r� :'moPORTLAND, OREGON 97224 !° • mow, TEL : 503 . 226 . 1285 FAX : 5 0 3 . 2 2 6 . 1 670 r ? ' • : :' .� WWW . CIDAINC . COM \ :� 4` 13" LIGHTWEIGHT '' ' Vii+ • . 13" LIGHTWEIGHT .. CONCRETE TOPPING , =w; CONCRETE TOPPING OVER i" PLYWOOD `. OVER " PLYWOOD • FLOOR DECK %' . �; 13" LIGHTWEIGHT FLOOR DECK 12'-6' '' _ - 12'-6" • _ CONCRETE TOPPING ;, s ► /// " •" SUSPENDED CEILING , � SUSPENDED CEILING • 12 -o . OVER r PLYWOOD 12.-0" _ _ 2ND FLOOR 4 FLOOR DECK 2ND FLOOR 12 -0 — — �_ :.. 2ND FLOOR y • Vii' t. I f .. �. ii+ 3HR WALL <---' ��; PER A1.1 Ca9 Ark A / 4 • st• VI t TJI — SEE STRUCTURAL • TJI - SEE STRUCTURAL •. . Z t TJI - SEE STRUCTURAL ►.� moi' 1 ,9 �� W21 X44 BEAM - SEE STRUCTURAL si; I f I •i, LI. SUSPENDED ACOUSTICAL • °, % %+ 0 * CEILING SUSPENDED ACOUSTICAL CEILING—/e EILING - w , WOO .4 i : IX 0 44IC 4 et 11 I 'i+ Zrr = O i 0t E Wz,,,, oEXTERIOR INTERIOR � INTERIOR CONFERENCE INTERIOR , : 17) F."w CONFERENCE mow H Q ' El < (/) I— ► mow i.,1 • O FIXED WINDOW ^ +� 7 �i : �� W 0 . CO 0 CONCRETE PANEL A6.2 HERE WHERE OCCURS-_� ) OCCURS • :w CCmow+ 1111 40. 'i+ I— CONCRETE SLAB FLOOR ,: s! CONCRETE SLAB FLOOR �% � � „ ' Vii+ CONCRETE � SLAB FLOOR 0'-0" _ .1- 0'-0" _ �� r ► + FIN. FLR. ■■ • • — — - — + .►. ..•.. • �4 •. 9. . . FIN. FLR. • ' • F' .• ° I ♦ °a .• ♦ • •. .4 a a a t • ° ° \., ,.. , a.,/ ° . .. FIN. FLR. ° •. . a • • IF P C .' •jl�..M�f fir- NOTE: NOTE: • •o - NOTE COORDINATE SUSPENEDED COORDINATE SUSPENEDED SECTION PART OF CEILING HEIGHT WITH CEILING HEIGHT WITH WALLTERIOR T I INTERIOR T.I. INTERIOR T.I. WALL SECTIONS A4.1 1 WALL SECTION @ EXTERIOR TILT AM WALL SECTION @ INTERIOR TILT WALL SECTION 4 WALL SECTION @ 3 HOUR WALL JOB NO. 1301$4.01 ' 4. 1/2" = 1'-0" MD, 1/2" = 1'-0" OA 1/2" = 1'-0" ' 4. 1/2" = 1'-0" )2015 ODA P.C./ODA ALL RODS RESERVED a•m u n I a in al a a i A el I) I -s *` .4:11hall N. BEAM '+' D, OR��,, 3� S>sB3 �'�► A4111 3.90 OF % QQ . co �Q <i) NrT '- tan h 3'-8" N N N/ / NNN ce. N N O p N N In EE I I A N N = D 0 o m CO 0 tx �C PRE-FINISHED CAP FLASHING ¢ o z 001-IJ w � a 1- 2 PO SINGLE PLY,----,,J , ,, a L a. ROOFING -ADHEREDISELN-N. ►� T.O. PARAPET '� o XPS RIGID INSULATION ¢ z N SF:: PRE-FINISHED (L CAP FLASHING ROOF SHEATHING, �`' m o 0 z - SEE STRUCTURALI W _ 1 w �ir' ¢ 11 Q < z z Ci � 4N... , n Z (X 20 a PRE-FINISHED CAP FLASHING ♦♦�:�►,��'�♦�•'���~���:�� o o o_ m a U o a FLASHING 25'-p" 25'-0" +���A��i =,...........--..-....-...i .., ..., MOIR M. BEAM . DOOR SCHEDULE HARDWARE TYPES •;;Im ,,i JD, OR V \C STOREFRONT BEYOND \ TYPE OPENING DOOR FRAME ASSEMBLY NOTE: FINAL HARDWARE FUNCTION & SECURITY "..0 *I* FACE OF CONCRETE PANEL -_... e , 5 853 l A 1,1 U4. HEIGHT THICK. mArt. FINISH mAn. FINISH HDWR FIRE RATING NOTES NO. REQUIREMENTS TO BE REVIEWED WITH OWNER 1 .0-A • 3'-• 7'-0" 1-3/4" r •,_ A ANODIZED AL ANODIZED A 1 100-A ALUMINUM STOREFRONT • -• . -• 7'-0" 1-3/4" dap /6\ PAINTED HM PAINTED D 1H R 101-A TYP&A TYP&B HOLLOW METAL DOOR AND FRAME DOOR SYSTEM 102-A B 3'-0" 7'-0" ' 1-3/4" STAINED HM PAINTED B 102-A 103-A B 3'-0" 7'-0" 1-3/4" SC STAINED H M PAINTED F 103-A 1-1/2 PR PIVOT HINGE 1-1/2 PR BUTTS 441 <° 'e.--- z,.. .,,,, 2 :121:*"" 104-A // /. B ; HM /03 , // PAINTED HM .,/ .A'A PAINTED E i 3HR 104-A 1 EA. CONCEALED CLOSER -g!7 } 1 Ek WEATHER STRIPPING 1 EA. OFFICE LOCKSET 1 Ek WALL STOP CO CO (g) CO (40 AL/GL ANODIZED AL ANODIZED A -- 1 105-A 1 EA. ADA 'THRESHOLD 1 SET SILENCERS 3 rs CN Csl " C*4 fa C) '-- C•1 INTERIOR 106-A B 3'-0" 7'-0" 1-3/4" HM PAINTED HM PAINTED C -- 1 106-A 1 EA. MORTISE CYLINDER A _ (...4 0 INTERIOR ZIERIOR ui ri" csj(6 N: 106-B C 12'-0" 14'-0" STL PAINTED G -- 107-A 1 EA. PULL oi - o 0 Ki c‘i P) SLOPE CONCRETE SLAB SLOPED CONCRETE SLAB 106-C C 12'-0" 14'-0" STL PAINTED -- — G --INTERIOR 108-A 1 EA. EXIT DEVICE >- —J ' ce uj LA j LA- 0 ALUMINUM THRESHOLD TO MEET ADA ALUMINUM THRESHOLD 106-D C 12'-0" 14'-0" STL PAINTED -- -- G -- 109-A < ce 03 co LLJ = ce FINISH / _ ' D ScDmcxlik) < ACCESSIBILITY STANDARDS—SET IN TO MEET ADA / / / / ../, ., / / • FLOOR < 8 ji. ACCESSIBIUTY 106-E C 12'-0' 14 -0" STL PAINTED -- -- G 109-B CONTINUOUS BED OF SEALANT — / EXTERIOR WALKWAY — STANDARDS-- SET IN 106-F C 12'-0" 14'-0" STL PAINTED -- , -- G -- 110-A z inw —...—=-,.. • BED OF SEALANT 106-G C 12'--0" ' 14'-0" STL PAINTED -- -- G -- , ' - 4• .-4.,A.,-...-.....w-dww, 1/ " 2MAX r-4" 1- '' PAI k.T I P. 1 11-A c) .mmft TypE.c TYPECO m uLJ.. el ' ' • !. - 9 1 MAX. 3'-0"EXTERIOR WALKWAY 201-• B -0 7 -0 -3 4' S "•IN D H "Al ED D 4R 01-A Li.J a. i / •. ." . , 1 i PR Burrs 1 i PR Burrs z „ , /6\ 1 EA SURFACE CLOSER 1 SET SMOKE GASKETS o INTERIOR FLOOR FINISH TABLE NOTES: ABBREVIATIONS 1 EA ADA THRESHOLD 1 EA PASSAGE LATCHSET c ) 1.= (-) 1. PROVIDE PANIC HARDWARE AL ALUMINUM WEATHERSTRIPING & SWEEP 1 EA SURFACE CLOSER o z R GL GLASS 1 EA STOREROOM LOCKSET 1 EA WALL PROTECTION ai 2 Z 1(75 SC SOLID CORE WOOD 1 EXIT DEVICE - m ›. < (1) 0 '= g w S ix 2P , 0 --V\---- HC HOLLOW CORE WOOD —V i_ ce 0 L.L.icc < u..i GENERAL NOTES: HM HOLLOW METAL 1. ALL DOOR HARDWARE TO MEET ADA REQUIREMENTS HMKD HOLLOW METAL KNOCK-DOWN o ..-0 a m ce 0 2. COORDINATE KEYING OF ALL DOORS WITH OWNER FOR PR PAIR (TOTAL OPENING WIDTH INDICATED) a ii3 (:. i..-1 w L)..i . ix La a LLI (f) PROPER USE AND OPERATION. AC ALARM CONTACT u) TWEE TYPEF (n - c4 Pe) .(1- L0 (0 N c0 HOLLOW MTL. DOOR @ THRESHOLDALUMINUM STOREFRONT DOOR @ THRESHOLD 10 1-1/2 PR. BUTTS 1-1/2 PR. BUTTS (NI 431 3" = V-0" 08100-03 4311 3" = 1"-0" 08100-05 " " 0 INT 1 EA. SURFACE CLOSER 1 EA. STOREROOM LOCKSET 7 't W 4' re) "w" "W" ET 4' 1 SET SILENCERS 1 EA. STORAGE LOCKS1 SET SILENCERS . • • 1 EA. WALL STOP IIIIIIIIIIIIIIIIIIII 3-1/2" il 6 1 I ItZP 10 IIIIIIIIIIIIIIIIIIII 2= 11--- 1 7= %SF .4 ..' 111111111111111111 CONCRETE TILT-UP WALL PANEL - 0 INT - 42 1/4" cTYPEG 3/4" CHAMFER i 1111111111111111111 9 A 1 _ . OVERHEAD DOOR HARDWARE BACKER ROD AND SEALANT a EXTERIOR 111 NW 0 EXTERIOR IIIIIIIIIIIIIII IllIF INCLUDE THE FOLLOWING: -LOCK WEB= 1/4" SHIM VP • • --POWER OPERATED OPENER HOLLOW METAL DOOR 41111 -U L325 ENTRAPMENT SAFETY DEVICE • 41 4 'Al tct- s'.. ''r)\,s• DM= GLAZING ALUMINUM STOREFRONT ®STOREFRONT 0 FLUSH B Vir 0 EXTERIOR . OVERHEAD 61 IN =tam H i -amillz _, <, L ._ -- \ 1 ” - 113 ,3mam LI n 4 C•i AIM 'ILWRITill11111. U - 4 NTERLOR ' i I to- L.) ---, 7 DOOR & HARDWARE SCHEDULES & TYPES SEE 9/A2.2 FPR EXT. LOATION DETAIL CALLOUTS 15895 SW 72ND AVE SUITE 200 I v) .-Ck... PORTLAND, OREGON 97224 4 ' L ____1 5. NOT TO SCALE • TEL : 5 0 3 . 2 2 6 . 1 2 8 5 4 FAX : 5 0 3 . 2 2 6 . 1 6 7 0 0 \ v HOLLOW METAL FRAME STOREFRONT DOOR WWW . CIDAINC . 0 0 M LLJ i C4' • (HOLLOW METAL DOOR AT SIM. CONDITION) ,.. 4. BACKER ROD AND SEALANT NOTE: HEAD CONDITION SIMILAR I NsN,Ns ... < L.) v) NUM WRAP GYP. BD. TO HOLLOW METAL FRAME MEE FURRED WALL WHERE OCCURS HOLLOW MTL. DOOR NOTE: HEAD CONDITION SIMILAR ALUMINUM DOOR IC•i/ @ CONC. EXT. WALL 6 JAMB AND HEAD Z 0131 3" = 1'-0" 08100-02 ' 5. 3" = 1'-0" Um IX ix z Cr = 0 CONCRETE TILT-UP WALL PANEL 0 I-- Nt ,...; L../ 2 z , ce z o < w I— na= 1/8" BENT GALVANIZED STEEL PLATE 0 IX WITH 1/2" x 4" N.W.S. AT 1'-0" illimmLO 0 0.C.- TO 4'-O" AFF Z CO 0 • I.0 IOC ' .1 11.-.....„....--4 4 LLII GYP. BD. i- c.) 4 D iy -L___51 11.111111 20017) 1, _ _r-— Z W isi rill STEEL STUDS PER PLAN v) 4 lirs612-22fflani ...•057". '' < A TIMELY FRAME - 11 I \ INTERIOR .4. TYPICAL OVERHEAD DOOR AND li 1 - I I DOOR SCHEDULE & TRACK- BY MANUFACTURER - DETAILS PROVIDE HIGH WIND REINFORCEMENT 11.-----11 JAMB CONDITION. DOOR PER SCHEDULE A5:11 9 OVERHEAD DOOR JAMB @ CONC. PANEL 10 TYPICAL INTERIOR DOOR DETAIL JOB NO. 130184.01 • 5. 3" = 1'-0" 08360-01 ' 5. 3" = 1'-0" 08200-050 ©2015 CIDA,P.C./CIDA NI MODS RESETtE0 Lamemei TPO ROOFING - LAP MGUTTERETAL FLASHING OVER FLASHING 1 A .................. .....-7\ 2X NAILER "0 CONT. METAL FLASHING CAP CONT. METAL FLASHING CAP ' PRE-ENGINEERED SLOPE 1/4" „ ; SKYLGHTINSULATED-- FIELD VERIFY EXACT MEM �' SLOPE 1/4" _ ,�O -0 OR 32 -O_ A.F.F. �l `� • - - , , M LOCATION TO FIT WITHIN PANELIZED y IR .� �. 1 " " ROOF SYSTEM tAk D, °R • '■ _ PER ROOF PLAN 4 DOWNSPOUT .. x11 . c° $d 24 O.C. 3as63 ti� ` r'�`j��' • f f • (OR PER MANUI- SINGLE LAYER �1L' OF �r►`Z • �� iI CONCRETE TILT MEMBRANE SELF-HEALING RUBBER hi 1IBJ3/4 �� PANEL BEYOND RECOMMENDATIONS) n vz SKYLIGHT COUNTER FLASHING v 3/4 r 1 P.T. 2 x 10 `s SHEET METAL COUNTER FLASHING CURB-- ATTACH TO W/ DRIP co ,o Ail C CONT. 3x8 P.T. NAILER r Z-:)-CONT.3x8 P.T. NAILER ' ROOF 6d TOE NAILS(TH 5`V `~ N N `� N N `� --�- END OF CONC. WALL . 7P0 ROOFING - 6" Q.C. AROUND P N e,,, N N 0 , END OF p CONC. WALL ROOFING FLASHING ► EXTEND UP WALL PERIMETER-- J N "� N = ROOFING p �'"` SIMPSON LSTA12 z o= w W w s U z `� EACH CORNER ¢ o co 0 a - x - �- SHEET METAL FLASHING x a 4 SPLASH BLOCK CONNECTING CURB ¢ v > w ¢ M a, m 0 4" MIN. TPO ROOFING -- SEAL ALL O =' �r►- 74 2x FRAMING / z LJ �►- MEMBER-- BUTT / cn 00 1� TO ® CORNERS 7EDGES PER MANUF. \_ °° p > > a 0 FACE NAIL Wj (3) RECOMMENDATIONS a 444 4 t, , 16d z ►;;;;;;;; Ie.*.;;;;; < TPO ROOFING ;;,�;;;;;;♦ t io P CI azNo ° CONCRETE WALL 4 \( . ;��►;;;;, ,;;;;;7►;;;;;;;�;�►;;;;;;;;,�;� -5 z ;400 ;;;;;;;; • a !i W W Cf: LAC O W O W N Do n a a co a EE ) RIGLET -SET IN 2 PARAPET FLASHING @ TILT-UP WALL 3 GUTTER @ ROOF TRANSITION 4 SKYLIGHT CURB o MASTIC ' 6. 1 1/2" = 1'-0" 07620-05 ' 6. 1 1/2" = 1'-0" ' 6. 3"=1'-O" 07810-01 --T-4 I— . Va VC7 END OF ROOFING > Z FLASHING x TPO ROOFING 7 �_�__����� p 1 2 A6.1 vp CONCRETE WALL _ _ - COUNTER FLASHING 4 p 1 1 I y2"` 3" 3" /2"y CENTER LINE OF SCUPPER AND 4 DOWNSPOUT TPO ROOFING LAP OVER > SCUPPER LINER V ; � SEALANT TOP OF ROOF L0> / / / / / f / / PIPE OR CONDUIT PENETRATION - METAL SCUPPER LINERIII __ ARCHITECTURE BIRD SCREEN STAINLESS STEEL CLAMP _ e v n p PREFORMED TOP BOOT SIZED 1 ._ _Lunailit TO MATCH PIPE OR CONDUIT t / . i TPO ROOFING SYSTEM 1 FLASHING @ INTERMEDIATE CONCRETE WALL I I �- _ INTERIOR ` 15895 SW 72ND AVE SUITE 240 24 . 6. 1 1/2- , -0 ---- ' I C! ►++++' ►+ + TEL : PORTLAND, 3 OREGON 228 5 4" DOWNSPOUT --,.. _ * �;♦;�+ �++; FAX s 0 3 . 2 2 6 . 1 6 7 0 ;�;♦;�;♦;♦; C° =BE •�•�5���, WWW . CIDAINC . COM I f / / / / / / BIRD SCREEN ItaagE b NOTE: SEE DETAIL 11/A2.1 FOR VERTICAL DIMENSIONS 4 " MIN. 4" DOWNSPOUT NOTE: SET ENTIRE SCUPPER /� ASSEMBLY IN MASTIC VA \ Imo. 0 V)" SCUPPER AND DOWNSPOUT - ELEVATION 7 SCUPPER CONDUCTOR HEAD AND DOWNSPOUT 8 TYPICAL ROOF PENETRATION DETAIL Z 1 1/2" = 1'-O" 07710-02 MODIFIED ` 6. 1 1/2" = 1'-0" 07710-01 MODIFIED ' 6. 1 1/2" = 1'-O" Ili 0 w 0 < iX T.O. REVEAL = 0 PER ELEVATION o I- I=R04F SCUTTLE � U1 � D P ACCESS SHIPS LADDER �it-- - I-- 7,,,,'"'---.--***-/:-.."-'-'' r' �C �' A6.1 v M ), I 1,it 1—. in o tMIN. `r Z CO O ROOF HATCH CURB d N 1/2" x 2-1/2" FLAT BAR RAIL– — _. CC LO r WITH INTERNAL CAP z TVP. A 3/4" TPO ROOFING FLASHING INSULATED ROOF HATCH COVER / BENT PLATE 8-1/2" x 3" x 3" x 0. V V ' LLI ,,� �� z 3/16" W/ 3/8" x 3" LAG SCREWS T.O. REVEAL S F-. Il��p�•��0�������1,,4,.�.��?it - /73/4„ INTO SOLID BLOCKING-- TVP. PEf�, ELEVATION TPO ROOFING -- ilt „ i , 11‘00) B.O. REVEAL ►�#�#moi►'#'#�'# N ■ EXTEND UP RIGID 1 RIGID FIBER INSULATION AT F B.O. REVEAL ►#j########�#�j i CURB INSULATION i o -'r - --3 Mlrr_. PER ELEVATION -�-- >l#####♦ ��� ALL SIDES BENT PLATE o ®"® 3/4" i PE EVATION ►######♦ DIA PIPE RUNG- TVP. ��#__,_, .�#, Ai • ' i SOLID WOOD w - - - -te=a 2X FRAMING BLOCKING "' o XK1 <0 %!! ♦ /� ►moi, > TPO ROOFING mri,„40 O ..< V b. A. A. A a L 2" x 2" x 3/16" W/ 3/$" x 3" ► !I Ilk —"��—'""--"'r----��� > LAG SCREWS INTO SOLID BLOCKING ��!4 FINISH FLOOR ,145. ill PLYWOOD DECKING PER STRUCTURAL .I`� 3+��#####################4 • • • !!1110 #########�############e ROOF DETAILS 1! /2 _0 / �o!iiI A6.1 9 ROOF HATCH 10 ROOF ACCESS LADDER 11 TYPICAL REVEALS 12 SHIP LADDER 6. 1 1/2" = 1'-0" ' 6. 1/4" = 1'-0" 05515-01 ' 6. N.T.S. ' 6. 3/4" = 1'-O" JOB NO. 130184.01 ©2015 ODA,P.C./CDA ALL RIGHTS RESERVED / 15'-D" ' 9'-11'' / 6'-4" / / 12'-6" / / 2'-5" 5'-1" / 5'-1" / 2'-5" / / 3 2' 3 -1" / 3'-1" 3'-2" / 4 �S © 5H7T . i A:.2 or- IA6.2 A6.2 LEGEND .SER U. BERME \ : \ I \ .,,_• \ : \ I i i � • II E ]ill I I T TEMPERED GLAZING c. -,• IsesI OR I © f I - ���+++ 1.0 - 5 A6.2 A6.2 A6.2 \ \ \ • 4414 <0 E. io / / A6.2 A6.2 \.A...6.3/ N (Ni N �oO c. 0.1c No 5'-6" 5'-6" o o CONCRETE TILT PANEL Q c"I I I, CONCRETE TILT PANELA5 iT 2) 1 / CONCRETE TILT PANEL (`A 5 ® A6.2 A6.2 A6.2 Zaao mic;8 : - ¢ CV ¢ J Qm _ S ce z 0 / IN N5 © w T //// T T T A6.2 -0 A6.2 a1 A6.2 A6.2 0 - A6.2 w Q° a z z m c4 o o T � rn -a) 2'-10� cci w � ¢ w � ¢ � v n T SILL oMa � 5 r .\ T T �_ T a �� Et o o I \ N Milltilliii I I �6.2/ W LLJ u) d d tl m O �U D ¢ T T I -(N3 J0'--0" \\ 0E6 O'-0" I `�'-`�" O'-O" N 0'-0" N (n r N f<} ¢ LO cD CO IF \ \ FIN.FLR� \ 1 P.FIN.FLR. YFIN.FLR� \ FIN.FLR�`�` FIN.FLR. � O /A\ 2 fi/ \ A6.2 2 /�e A EA22 ONTY = 1CI NOT USED 0_3) QNTY = 1 0 QNTY = 1 D QNTY = 1 0 QNTY = 5 CONCRETE TILT-UP WALL PANEL 3/4" CHAMFER BACKER ROD AND SEALANT 11 -D' " 011.1 1/4" SHIM / 3'-4 / 5'-6" I 2'-3" 3'-3" 5 I 5 ,./!..%6.2A6.2 ela �x \ C n 5 I 1 5 a -�! -a.,.__. _ , _ _ 61 -- A6.2 -I A6.2 m 1 8IOR B 1M148B `.\ �N� ARCHITECTURE cn co TEMPERED INSULATED GLAZING TEMPERED INSULATED GLAZING - \\ N ,`\ ENGINEERING ap \ o I \ a 4 ALUMINUM STOREFRONT SYSTEM ALUMINUM STOREFRONT SYSTEM oo �`, - `t T V\`\ PLANNING --i I Ill SHIM AS REQUIRED / SHIM AS REQUIRED r` // _ ) INTERIORS S • GLAZING 7 - I- SET FLASHING AND SILL FRAME -�� SET FLASHING AND SILL FRAME • �_ 15895 SW 72ND AVE SUITE 200 IN SEALANT BED ^? IN SEALANT BED /` /` A' \ / I T T PORTLAND, OREGON 97224 m • .♦♦...+ ALUMINUM STOREFRONT SYSTEM Q` ��� - SEALANT AND BACKER ROD I SEALANT AND BACKER ROD 0'-0" ,// 0�_0» N TEL : 5 O 3 . 2 2 6 . 1 2 s 5 a 'h' �- FIN.FL �FIN.FLR\ \ FAX : 503 . 226 . 1670 a CONCRETE AT SIM. CONDITION p www . cIDAINC . COM BACKER ROD AND SEALANT -zi II FURRED WALL WHERE OCCURS a FLASHING AT STOREFRONT SILL - FLASHING AT STOREFRONT SILL - 1 6 2 m \ a COLOR TO MATCH STOREFRONT D COLOR TO MATCH STOREFRONT A5.1 A A6.2 A5 1 a VA 4 0 FINISH GRADE e QNTY 4 7- 2 C6.1) QNTY = 1 1�lQB CONCRETE FLOOR SLAB NOTE: HEAD CONDITION SIMILAR ALUMINUM STOREFRONT Cil 5 @ CONC. WALL 6(: ALUM. SF SILL @ FIN. FLR. 7 ALUM. SF SILL Z ' 6. 3" = 1'-0" 08100-09 6. 3" = 1'-0" ' 6 3" = 1'-O" Lim oW CONCRETE TILT WALL 0 O Q Ct SEE STRUCTURAL FOR Zgra = O HANGER TYPES AND 0 CONNECTIONS 0____ .` i" PLYWOOD SHEATHING = N o Umi Z CIi) --_n - GLULAM COLUMN PER SHINGLED ROOFING , " -� A STRUCTURAL z V) l- ib 13'-8" f - BY INTERSTATE O U :---� UIRLLUjruRBAALSE CONNECTION PER 0 T.O. ROOF ) J f 7 ] 7 J ROOFING / -1-1 O l l I A SHINGLED ROOFING - BY i ''. -r PEEL & STICK FLASHING Co Lo 0 •• A III INTERSTATE ROOFING O W �rl �>� �� Y r rr r1 Z CO O O LO 10'-0" -c,,. CC 1- B.O. BEAM _� GLU--LAM BEAM 2x4 JOIST - - WEATHER TREATED AT END 2X6 WEATHER 2X6 WEATHER p I I ° LLII - SEE STRUCTURAL GUTTER TREATED JOISTS TREATED JOISTS DImilill I I r. / 11 VI- -I ° '` 5X9 GLU-LAM BEAM II I b CONCRETE PLINTH � / O // _ GLU-LAM COLUMN O II i - - WEATHER TREATED �� N �i D A 7 V 4 - WEATHER TREATED -=1-� GLU-LAM BEAM "rn / I� - SEE STRUCTURAL 140 4. 3'-0" //�' I I CONNECTION PER - SEE STRUCTURAL I� _ ,� u y ,� u y I o CONCRETE PLINTH \N I CONCRETE PLINTH STRUCTURAL ♦ - -� L- i I IJP °p V D \\\ I I FLASHING - TO ---'' 4 FIN. FLOOR \ `\ I I COVER TOP OF - GLUCAN - SEE WEATHER TREATED ^ 2'-3" 2'-0"! 2'-D" 2'-0" 2'-0" 2'-0" 2'-3'L \ a q a 40 1 j EXPOSED WOOD STRUCTURAL GLU-LAM COLUMN / / / / / / / 'II _ _r /'- BEAM CONNECTION PER - SEE STRUCTURAL Q ' CE q CE r ° v v 12 STRUCTURAL / 14 -0 / \ WINDOW TYPES & A6.2 COLUMN PER PLAN /\ 1'-6" If EXTERIOR DETAILS V 9 A6.2 A .2 6s ENLARGED CANOPY ELEVATION 10 CANOPY @ CONCRETE TILT 11 CANOPY PLAN 12 CONCRETE PLINTH . 1/4" = -0" ' 6. 1" = 1'-0" ' 6. 1/4" = 1'-0" ' 6. 1" = 1'-0" JOB NO. 130184.01 1' 0 2015 MA P.C,X1DA MA.RIGHTS RESERVED a rs item `` JENNIFER IL BARE .1• 11 3 • • D. OR 14p 5863 r$11 OF • 4< 1 O T N N " O ONN N N N g N O Cr N N M >- IX 0 N = Q O V O W Z � H (/) � W 4. Z IL O i= cn U 0 Z (!j cc_ c Q [n Z H Z FW- 0: v W E w a a A;Z 3 O 0 0_ CO 0_ 0 p Q — N fes] In CO r•-• 00 1 NOT USED 2 NOT USED 3 NOT USED 6. 3" = 1'-0" ' 6. 3" = 1'-0" ' 6. 3" = i'-0" 61 ARCHITECTURE ENGINEERING PLANNING INTERIORS 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 0 lul s NOT USED 7 NOT USED Z 6. 1" = 1'-0" ' 6. 1" = 1'--0" 0 W o ix 0 " = O I- o W N2 2 V c La CO FM. 111 z EXTERIOR DETAILS A6.3 A, JOB NO. 130184.01 O201 „ yI 'r'• 3.7. 21 V\ METAL WALL BRACKET @ 5'-0" O.C. '0 , 4., 1'-0" MAX.-- PAINT TO MATCH HANDRAIL ^ ..e_ A , v I /�`/- 1-1/4"0 STD. STEEL PIPE HANDRAIL -- PAINT PARTITION AS SCHEDULED -- SEE .�l1EFR Y. �ATiE PLANS FOR TYPE �� y r r loI r44s0°'.44% D, OR 3863 E� tli -ro I17)4 I1 1/2" OF1r t412'-0"I2ND FLOOR BASE WHERE OCCURS-- SEE FINISH SCHEDULE 1/4"• PROVIDE RADIUS RETURNS TO WALL x / - 0 HANDRAIL ENDS AND PLUG ENDS 4114:144 <0 `° Z 1 < I a 1 1/2" LIGHTWEIGHT CONCRETE TOPPING AT 2ND FLOOR CD CO CC, CD - 8 iiir c° T.O. HANDRAIL OM s� cO r; Ni 3/4" PLYWOOD FLOOR DECK ABOVE NOSE OF TREAD N Q c•' '�' ay (NI 5'-8 1/2" Q c a L►' wcam w 0 LANDINGce WOOD BEAM PER PLAN 1-1/4" STD. STEEL PIPE HANDRAIL Z ¢ `'� o Fc ¢ c� w OA ` �^ , 1 o Z w 3/4" PLYWOOD STAIR TREAD ") - 1 HANDRAIL BRACKET 5 -O Q.C. m w op MAX. a. L`\��- "' y"=�Y,=y- 1/2" PLYWOOD STAIR RISER o 1ST FLOOR (3) #14 X 3 1 2" WOOD SCREWS �- STRINGER PER 12/A8.1 / m a v) 1 EACH HANDRAIL BRACKET r - v) z I- z %o Ty�7y E m z ,�I o � o8 c� N z w a w ilk ?'� —` SEE - S7.1 FOR STRUCTURAL 4x8 WOOD BLOCKING ALONG LENGTH o o = ¢ Et 0 - W CONNECTIONS OF WALL WHERE APPLICABLE o w w N 5/8" GYP. BD. (0o o a Cc.) 1L (.) d w - N 1) ' to cD (- 00 2 SECTION THROUGH ST-2 3 ST-2 @ TOP LANDING 4 TYPICAL STEEL HANDRAIL @ STUD WALL ' 8. 1/4" = 1'-'0" ' 8. 1" — 1'—O" + 3" = ' 8. r-0" 05520-01 21'-11" 4'-4" 8'-3" 9'-1 1/2" • 11" 1" LANDINGI'-0 ‘11 il 9T 0 11" ® f_0. 4 II F.0 F. 'f;-,:i2 1-1/4"0 STD. STEEL PIPE HANDRAIL -- PAINT r.' '---- --- PARTIAL HEIGHT WALL - 42" 1/2" RADIUS i ix 1111111ABOVE NOSING OF STAIR STRINGER PER 12/A8.1 a' = T UP - TREADS N N 0 �1 1/2" PLYWOOD STAIR _ :. STAIR BEYOND RISERS -- TYP. 9-� LI o as z _ _ _��� - �lw ARCHITECTURE ci ENGINEERING z _ IC STRINGER PER 12/A8.1 " � Lu 0 "Cr) -01 - 3/4 PLYWOOD STAIR _ 3/4" PLYWOOD FLOOR SHEATHING TREADS - TYP. _ ' P L A N N I N G i N r ) AT LANDING 1<l INTERIORS - 1 0 1 \\ ci , w �I » r� �� �� ff ,r DO NOT OVERCUT iy 15895 SW 72ND AVE SUITE 200 MN �_—__. STAIR STRINGERS AT 1� PORTLAND, OREGON 97224 C3r� - 'm■ Ii 11 11 11 11 Ii 1 II 11 II 11 11 11 1 II II NOTCHES ` TEL 5 0 3 2 2 6 1 2 8 5 LZ FAX . 5 0 3 . 2 2 6 . 1 6 7 0 I1 I 0 ` ' _1 WWW . C I D A I N C . C O M 7'-8 1/2" 6'_1°' 3 -5 1/2 4'-8" LZ A �2 ., � _ 4144 . 2X8 JOIST 16" O.C.--- WOOD BEAM PER PLAN 5/8" GYP. BD. AT UNDERSIDE OF STRINGERS 1/2" PLYWOOD STAIR RISER 3/4" PLYWOOD STAIR TREAD C.9 6 ST-2 PLAN @ 1ST FLOOR 7 ST-2 @ MID. LANDING 8 ST-2 TREAD & RISER DETAIL Z ' 8. 1/4" = 1'—O" ` 8. 1" = 1'-0" 05510-02 ' 8. 1-1/2" = 1'—Q" Um 0 W .17:— \ GYP. BD, CAP �~ i O a Ce TOP METAL TRACK 1 1/4"0 0 STD. STEEL fir = 0 1-1/4"0 STD. STEEL PIPE HANDRAIL -- PAINT -\-- / PIPE HANDRAIL PER PLAN VIEW OF HANDRAIL, 1 1 2„ O5 I—. ' 7 ii 4/A8.1 /, ^� I 1 -0 METAL WALL BRACKET 0 5 -0 Q.C. 5 Z 12 MAX.-- PAINT TO MATCH HANDRAIL la A6.1 F- F.e.F. _ 0 < F'." ( V IX z zo in O __ z z N 3 �� w o W \ °� PARTITION HEIGHT CTU© WALL SEE A1�1R w Z Cn O N J a a 1-HR FIRE RATED in = I 4 0i -up FOR DESCRIPTION PLYWOOD STAIR TREADS a STUD WALL PER O CC 1- - z = M, o PARTITION TYPE LU I ;� • ^t 'F' - SEE A1.1 0 °' rn g I "' FOR DESCRIPTION N STRINGER PER 12/A8,1 _ moo- : 1 x 2X4 PT NAILER PLATE W/ 1/2"0 X LTS12 @ 32" O.C. Z -,t = cI - • DN 5" EXPANSION ANCHORS 0 12" " _ d- ¢ O.C. (4) 1 1/4" X 14 �� '4 \ . •/O/f////////f//1//f////lTlTl/I/T/I////f/TI/T/T/f/f/D/!!!!/////!!!!!!//////!!!!!////!!!!//////!//f!!//l/!/!!!///!!//////////!////f/fffl//// /////////� TI M B ERSTRAN D LSL STRINGERS 0.1 - 11 11 11 1 I 11 11 11 11 II 1111 1 II 11 II 11 I I __^,_ 1 a I ' I I i 1'-0" toi 1 4'-4" 9'-2" 7'-2 1/2 __________! LANDING '� 10T 0 11" / LANDING / o j 21'-11" r .4 - a a a d c \ a d ° —V\--/- EQ. / EQ. /- EQ. J� a a PER PLAN STAIR PLANS AND / CONCRETE SLAB 4X4 BLOCKING © 32" O.C. / SECTIONS ALIGN W/LTS STRAPS 9 ST-2 PLAN @ 2ND FLOOR 11 ST-2 @ BASE rii ST-2 - CROSS SECTION n A8.1 JOB NO. 130184.01 ' 8. 1/4" - 1'-0" ' 8. 1" = 1'-0" 8. 1" = 1'-0" 0 201. .., . •' - .r RESERVED Ali V - S.S. TOP RAIL / 1'-0" / 40) i s ' o 3'-6" A.F.F. S.S. TOP RAILlay ` ♦ 4 a S.S. VERT. POST T.O. GUARDRAIL a d CONCRETE TILT WALL FER .:. BUTTE d Ode 1/4" STEEL CABLES $3'-O" A.F.F. 1 1/4" 0 CONTINUOUS HANDRAIL d 0 ' • I I e o T.O. HANDRAIL �p I d d D� OR I �\ 4 4 c ` 1/4" 0 STEEL CABLES (ALT. ° G r� �� \ a 4 1/4'' S.S. ROD) Q d 1 1/2' 12' a" T \ ° �� w 1 1/2 X 1 1/2 X 1/4 d a 1/4" ND FLOOR — d STEEL TUBE VERTICALS A7 4d. / PROVIDE RADIUS RETURNS TO WALL 44 IS o ° — � i 4 -0 O.C. MAX. HANDRAIL ENDS AND PLUG ENDS <D 7 ~ c CD o \ O c 'CDC4 O CO 14441 n (O al I NI i� % 'd ° -`-`\' r .���¢ Q d d T.O. HANDRAIL tj r�i N r N __ 1 1/2" LIGHTWEIGHT oro ABOVE NOSE OF TREAD `� o N CV "' °° ♦ o ` 0 d a o -V CONCRETE adi _ ,a8 2 \ ro i!o' o „ 4 d 1-1/4" STD. STEEL PIPE HANDRAIL z ad ¢ o w ; ���!�.i:� 4 0 3/4 PLYWOOD FLOOR I. b > w �� DECKING _ oniI0 z w L • ♦�• -� STEEL STRINGER I. cn ca .�� „ s a l ''` ' m I I " ,. 3'-5 - - - - ��i_ _ LwY�rr�J \ d 1- HANDRAIL BRACKET CO 5 -0 O.C. � �; •NDING // `�ti _ . 4 - --►rl------- \ I d 4 ,I MAX. a in Q 1/2"0 STEEL ROD -- WELD .. z 4 EA. END AT STRINGER L o in _-_ - BEAM PER STRUCTURAL . • • • . 4. N Q U GLULAM PER STRUCTURAL • 21 4 ¢ z n 0'-0" _- r , CONCRETE WALL PER PLAN WELDED PAN WITH CONCRETE a • < m ce ce ST FLOOR �' ° ` \ — SEE STRUCTURALI o Q cn Z z E >..ix 9 O O CC Ainli 4 • d \ a 4 (3) 1/4" O.D. SIMPSON TITEN CONCRETE o z ct m o I= o a - d EACH HANDRAIL BRACKET ( w Q CC D M _ NV d o Q 6 a m O 8 Q UI +- [V V) d• u-) CO n CO 1 SECTION THROUGH ST-1 2 CABLE GUARDRAIL AT 2ND FLOOR LOBBY 3 ST-1 @ TOP LANDING 4 TYPICAL STEEL HANDRAIL @ CONCRETE TILT • 8. 1/4" = 1'-O" 8. 1" = 1'—o" ' 8. 1" = i'-o" . 8. 3" = 1'-0" S.S. TOP RAIL 1/4" 0 STEEL CABLES (ALT. 1/4" S.S. ROD) STEEL ,I 1-1/4"0 STEEL PIPE STRINGER 12 S.S. TOP RAIL HANDRAIL -- PAINT A8.2 3'-6" A.F.F., / 2X2X3 16 F.O.F. 1 1/2" `14-� T.O. GUARDRAIL ' POSTS VERTICAL \ ,\ \ \ PROVIDE RADIUS RETURNS TO WALL ® CLR.�� \ �� 3'-0" A.F.F. �- y T.O. HANDRAIL <>—*- HANDRAIL ENDS AND PLUG ENDS ") ° _ z -, 0 wc> ' mac - tea\ � . ! 1 1/2 X 1 1/2 X 1/4 d a _ ° \ , ' .��� STEEL TUBE VERTICALS AT Q LLI 1 1-1/4C141 " STD. STEEL PIPE HANDRAIL ' .' . 4 -0 O.C. MAX. / 1'_0" /2 1 2" cn - ARCHITECTURE I - _ \ HANDRAIL BRACKET ® 5'-0" O.C. MAX. o WELDED PAN WITH CONCRETE X Z a, �` 1� • ' I/ . . ENGINEERING ca 1 Ln - SEE STRUCTURAL o \ i S.S. VERT. POST w • � � \ o � a illi" 1 2"0 STET=L ROD --- WELD - PLANNING 1/4 0 STEEL CABLES • • • • EA END AT STRINGER0 ° Ell:' YU INTERIORS I • UP 1 w ' . / 4a oa I N, r`) ' �� 1 d o a 4 J 15895 SW 72ND AVE SUITE 200 ` a PORTLAND, OREGON 97224 .� \ \ ' ° '- � LIGHTWEIGHT CONCRETE 11" MIN., SEE PLAN TEL : 5 0 3 . 2 2 6 . 1 2 8 5 F.O.F. 0 ,' / ji,1"/ FAX : 5 0 3 . 2 2 6 . 1 6 7 0 ,1 , 7 o WWW . CIDAINC . COM 5'-1 1 2 4'-7 \ 4 .--� WELDED PAN WITH CONCRETE - SEE STRUCTURAL � / LANDING / 5T �1 ?" / a a 20'-4" ! \ \ + 1/2" 0 WELDED STEEL BAR - SEE STRUCTURAL u_/- 1 E t�� COMPOSITE DECKING 4 e • � J ( : STEEL ANGLE PER STRUCTURAL STEEL TUBE PER I� STRUCTURAL �/ s ST-1 PLAN @ 1ST FLOOR 6 RAILING AT STAIR 7 SECTION AT MID LANDING _ 8 ST-1 TREAD & RISER DETAIL Z 8. 1/4" = i'-o" ` 8. 1" = 1'-0" 8. 1" = i'-o" ` 8. 3" = i'_0" DTL-113 sit11s1• UMIN 0w Ce 0 a S.S. TOP RAIL OCe 1/4" 0 STEEL CABLES (ALT. 1/4" S.S. ROD) O I— r- _ fl19'- 10 1/2" r f / Z All ce o / 6'-0 1/2" / 12'_10" / A43'-6" ABOVE NOSING � Immo I: :5 LANDING 1'-0., 14T CO 11" 1,_0, T.O. GUARDRAIL ♦ / -- Z Q F.O.F. 1-1/4"0 STEEL PIPE A8.2 O \ HANDRAIL PAINT U O Nce 3 -0 A.F.F. = ZCiv) o N DN $7.0. HANDRAIL 1,-0„ I • 0 1 1/4" STD PIPE HANDRAIL f o pCC 11.0 v r 1 1/2 X 1 1/2 X / 1 • • • a- 1/4 STEEL TUBE UNI • Viz _ \ `` VERTICALS AT 4'-O" 4 ° I 1 z 0, it ! O.G. MAX. • Elm // WELDED PAN WITH LDZ IN As.2 / CONCRETE - SEE • • Q • aw . -4 / STRUCTURAL / 1 In �i �' / 1/2"0 STEEL ROD -- ,� _ • 1 1/2 X 1 1/2 X 1/4 / 6 •7 STEEL TUBE VERTICALS AT I • / WELD EA. END AT / - /// \ \ ,�, 1 // STRINGERgill / a4 4' O" O.C. MAX. F.O.F. STEEL STRINGER CONCRETE FILLED STEEL PAN STAIR C12x20.7 , 12 / TREAD TYPICAL _ CONCRETE SLAB I A8.2 I / / r \ \ _ l e".7' r I jr. . d . . I • 4 -4 1/2" / 9"1, 4'-4 1/2"4 4 / ` • 4 ` -� STAIR PLANS AND / -6 / SECTIONS 6 A8.2 9 ST-1 PLAN @ 2ND FLOOR 11 SECTION AT BOTTOM LANDING 12 ST-1 - CROSS SECTION JOB NO. 130184.01 • 8. 1/4" = 1'-0" 55. 1" = 1'-a" . 8. 3/4" = 1'-a" 05712-06 ©201 • .,i - •..- RESERVED r 11 6 - T1.1 TYP. CDTYP. DOOR SCI DUCE HARDWARE SCHEDULE 7' S 1/2f, 13'-0" 7'-5 1/2n 1 3'-0" - 400) ' 1110# La_' DOOR # DOOR HARDWARE OPENING WIDTH DOOR DOOR DOOR FRAME NOTES DOOR # TYPE 1 TYPE 2 TYPE 3 'S� 0 --, -. • � -` o TYPE GROUP x HEIGHT THICKNESS MATERIAL FINISH MATERIAL OP 40* --- ' �.- .--.----, ' 1�- - -- -- k`, , - 1 1 1/2 PAIR BUTTS 1 1/2 PAIR BUTTS 1 1/2 PAIR BUTTS �� M. BA� t2 :n - �1 FOF �� FOF r FOF / 3 104-A B 1 3'-0"x7'-O" 1 3/4" SC WD STAINED HMK -- 104-A -� �� , ' !- 105-A B 1 3'-0"x7'-0" 1 3/4" SC WD STAINED HMK -- 105-A 1 EACH PRIVACY LOCKSET * I NI / \ ` HALL OFFICE 1 EA. OFFICE LOCKSET WITH OCCUPANCY INDICATOR 1 EA. STOREROOM LOCKSET 'F ' , OR i:ill: ,� ,' �_` 118 117 DN HALL A 107-A A 2 3'-0"x7'-0" 1 3/4" SC WD STAINED HMK -- 107-A +<4 / s t 1 ' _ T =_ j:U 210 OFFICE 108-A A 2 3'-0"x7'-O" 1 3/4" SC WD STAINED HMK -- 108-A( ' } 4 r ��� A i i filos `i 1nnn __ - 1EACH USEX TOILET ROOM \; a 110-A B 1 3 -0x7 -0 1 3/4 SC WD STAINED HMK 110-A 1 EA. CLOSER 1 SET SILENCERS / .,a � ACCESSIBILITY SIGN r 1 MINKMINK VI r ■' MEL. II© Y 112-A A 2 3'-0"x7'-0" 1 3/4" SC WD STAINED HMK -- 112-A ' \ �� ;47......._. ,.---- EE Pr.'- ME flfl: a113-A A 2 3'-0"x7'-0" 1 3/4" SC WD STAINED HMK -- 113-A' Q1 17- r `i ® �� ®209 A ! �� ® 1 SET SILENCERS 1 EACH CLOSER o c,-- o o C- n o �� ��, a_ . ��. . .,. TYP. �� �� ..,:..,,.. 114-A B 1 -- , .. p �r �� 3'-0"x7'-0" 1 3/4" SC WD STAINED HMK 114-A �+ "' N N a o N 1 - ;.r . CNI N Ir + 1,\ r ° �' A A TYP, 115-A B 1 3'-0"x7'-0" 1 3/4" SC WD STAINED HMK -- 115-ALCC T N o o CNI ri i IIIU!: r 0 1 O _ n -_ 1 EA. WALL STOP 1 SET SILENCERS >- CC N y 116-A B 1 3'-0"x7'-0" 1 3/4 SC WD STAINED HMK 116-A . w w ca co w z ! "` \ y " / 1 6-A STORAGE *O7-A FOF� 4:00 117-A B 1 3'--0"x7'-O" 1 3/4" SC WD STAINED HMK -- 117-A za ¢ ct a o w Q m ' FFICE in 207 OFFICE - CD 1 EA. WALL STOP o o v �= IP' CP F n 1low j_. >.� .._. --- --- _-- -_- ... w > _a z_._ _m. T._. A ROOM # ROOM E FLOG BASE COLIN NOTES 4 . \ 1. All WALL WALL WALL HEIGHT '/►• `-; I ! I - I 100 LOBBY LVT-1 RB-1 PT-2, PT-1 • PT-1 PT-1 - OPEN *� :21-:\ , \\\ \ 1 I - �lEli!(■>ER M. BFJITIE�•. \ " HALL ! I PT 4 0 A .�� •� UP I .;..%.\ ; OFFICE I 210 - � ,,`` 1\ 1 - �:.�� I DN 1101 OPEN OFFICE CPT-1/ RB-1 PT-3 PT-1 PT-4 PT-1 CL-2 g'-0'♦ ° � a� ::\ 11i �,\s ,, --- � �v.�. ! 117 " � I ,I ,\ . � I OFFICE I I " r'� 1 ,; `� si _ 209 102 CONFERENCE CPT-1 RB-1 PT-2 PT-3 PT-1 PT-1 CL-1 10 -0 its - k ��+. �\,. I ROOM � 1 \• s- .4 �� MUNI II II i 1 \ tom,moo . ! =lie 1 ! I I I - - - - w S `1\�� 1 �1M ; 1 103 STORAGE VCT-1 RB-1 PT-1 PT-1 PT 1 PT 1 CL 2 9'-0" �`` \ \• <0 ���� IPM; 1I I 04 HALL LVT 1 RB 1 PT 4 PT 1 PT 1 PT 1 CL-1 g'--0" �� � ���`� \��i WIN - t : t 105 TRAINING ROOM LVT-1 RB-1 PT-1 PT-3 PT-4 PT-1 CL-2 10'-0" - ���© • \4lin \`� ." to _. - - - - - - - - N N N O T N M.M t 4. , \ 106 WAREHOUSE N N �\ r+ \ I i = 1a7 TR SV-1 RB 2 WC 1 WC 1 WC 1 WC 1 CL 1 9 —a N N-! \� PT-2 PT-2 PT-2 PT-2 x � \ OFFICE Illi - [■■11F 11y■■IIL111■ a - m w w = -1` \ ��" 116 ! s 108 TR SV-1 RB-2 WC-1 WC-1 WC-1 WC-1 CL-1 g'-0" - � a CD Q m 0 a ��. ,�*. II III`ii3i1.� Q w -i\ � \+ ��, .`� i I PT-2 PT-2 PT-2 PT-2 E■■■■■i■■■■1l p p w m � � 11.. �.� 1■■■■■I■■■■1 I 110 OFFICE CPT-1 RB-1 PT-1 PT-1 PT-1 PT-3 CL-2 9'-0" -- Z o � ,1141W � \, / lint 111 HALL LVT-1 RB-1 PT-1 PT-1 PT-2 PT-1 CL-2 g'-0" w : '1M , ‘.'N'N,'A V A .;;w, ; - - m - 1E il ill 1 w j ♦ ` r. .. 112 TR SV-1 RB-2 WC-1/ WC-1/ -1 W - CL-1 - ;;�` 44' :\ �\ ., \ , I ' OFFICE -`` J PT-2 PT-2 WPT-2 PT-2 0 �i F 1 ' 206 li :j �\ �1 — I 113 TR SV-1 RB-2 WC-1/ WC-1/ WC-1/ WC-1/ CL-1 g'-0" - ¢ z cn ‘ � \ ' �. 1�• \ \ r ' I PT-2 PT-2 PT-2 PT-2 m O (/7 ��� \� ' 1 OFFICE - g 114 OFFICE CPT-1 RB-1 PT-1 PT-1 PT-1 PT-3 CL-2 9'-0" - al 9 o 8 \ r •\ it A;, ►\I 3= 1 ¢ z ¢ v .\ • � . 115 w [� w 1�� .ti • \� \1_ '� 115 OFFICE CPT-1 RB 1 PT-1 PT-1 PT-1 PT-2 CL-2 9.-0" c� a o q . ilik `�,.��•S..° \-3'4;4 f E - - - - - - ,_ „ _ D 0 CI 4 m CL U ate.\ 1, -. I I 116 OFFICE CPT 1 RB 1 PT 1 PT-1 PT 1 PT 3 CL 2 - •. \ .._ !0.`,.ti ih.' ``. ;.,,,�,.: -n.r ,� - OFFICE I g a �, �\ N r� u� co t` CO \"- ��, ��` ��\ '\��`� � .2 OFFICE ; I 205 t „ - �� \��� / \ l I I 117 OFFICE CPT-1 R8-1 PT-1 PT-1 : =: PT4 CL-2 : =:LVT-1 RB-1 PT-1 PT-3, PT-1, CL-2 " 0 PT-4 PT-2 L=I w���� \,�,`� . ;• \ :1 lig JC SV-1 RB--2 FRP-1/ FRP--1/ FRP--1/ FRP-1/ CL-1 9'-0" \_"-* �� 1 -- PT-1 PT-1 PT-1 PT-1 1111 .. � ` I . _ `\ #----7\ 201 OPEN OFFICE CPT-1 RB-1 PT-2 PT-1 PT-1 PT-1 CL-2 9.-0"-z_...:.��...I//..�-_,.�kii/� -.._�,.l'..._ �� ;i� �_._. �,`� Ni � i PT-4 s 0A. /// 1//// / :I1/ // ',: Io : CONFERENCE - /;�% ,,//j/// i • .r<Iy r ^ rLMgt i ��� \/j 204 1 i 202 TR SV-1 RB-2 WC-1/ WC-1/ WC-1/ WC-1/ CL-1 9 -0 <); I PT-2 PT-2 PT-2 PT-2 // ram r%- / // / / ' tit203 TR SV-1 RB-2 WC-1/ WC-1/ WC--1/ WC-1/ CL-1 9'-o"-////// //;I,zi //// ' �ar7' // OFFICEI i - ' / / �I ' - ! PT-2 PT-2 PT-2 PT-2 _ :�,. ._ -_ ,,..,a. _ ,, .ark rte. 114 II 11 ' II 1Nil 0 I I -■iI■i'I■.iiiiii iiii.■isawwLailI lOil I I �, 4/ r-a fl204 CONFERENCE - -1 -1 - - - - - '■■I■■_I■■I■■I■■I■■I■■I■■;■■■■■■■I OPEN OFFICE CPT-1 RB PT PT 1 PT 1 PT 3 CL 2 g'-p" __._ ......._._.....__.__..__,__liiii■i■ ill 101 ' 'It OPEN OFFICE ROOM el :IMIIIIMHEINNIMMMI••• '! I 205 OFFICE CPT-1 RB-1 PT-1 PT-1 PT-1 PT-3 CL-2 :!'I! !'I!'I!l-!;I!l!lI!iliiI ■■■■■■■■■■■ ,..- - : ,ice L, ,t - 1■i�■omENN11■■ r r - '� `if'r / I f L{.��Il1MEME■■ �'�' I'�� 1= _ _ _,_ - _ 206 OFFICE CPT-1 RB-1 PT-1 PT-1 PT-1 PT-3 CL-2 g -p"iiNii iiia■i■■■ Ian - , I g �` ; °// : )` 61 :■■■■■■■■■■■■■■■■■■■■■■■■ 1,r151'I ...i,*ma \� - 9 ■■■■■■■■■■■■■■■■■■■■■■■■ '�' , I, — P , 4f " _ 1_ ,I / �� �'r ,'; j -�-�1 k 207 STORAGE VCT-1 RB-1 PT-1 PT-1 PT-1 PT-1 CL-2 g -p ARCHITECTURE ii -■.I■.i..u.l■.I..I..i......i■■E ' /: ' ¢ r ■■I■■I■■I■■I■■I■■I■■I■■�■■■■k■■■■ L; J.:--. .5.- --.....r:. �.. , 1 // j I ►::: OFFICE 'i //, ENGINEERING �iiiimiaiima-a ai■ii■iiaimi■■■■ , / j 208 OFFICE CPT-1 RB-1 PT-1 PT-1 PT-1 PT-4 CL-2 9.-0" -■■I■■I■■I■■I■■I■.`�IIi�Trfnil■■■■■1111III, ti 110 .:.�. ' r =.,, =I: PLANNING I ladaalaiiiinii •iiiiililiiMIIII \ NA I \J �/ „ ^■■■■■■■■■■■Va=.i■■■■■■�Pit, A. 209 OFFICE CPT RB 1 PT-1 P l PT-1 PT-4 CL-2 9.-0" i rimin=:------------------- " . L \�, . \ 0 ; 5 INTERIORS 4� ��-- ` L \\N\ ,- 11 i��IgallI■■I■■I■■I■■I■■I■■■■■■i] I=1 �� DN ; 210 HALL CPT-1 RB-1 PT-1 PT-2 PT-1 PT-1 CL-2 g 00 - ._.L-PI1 II. .II II II. I LIR_ I I I_. _._._. �\ ,I - - 15895 AN 72ND AVE SUITE 200 PORTLAND, OREGON 97224 .I � . .� ��. .��. ��� ..n . a NOTES: TEL : 503 . 226 . 1265 ! �� \ �� _��I 1' FAX : 5 0 3 . 2 2 6 . 1 6 7 0 - CONFERENCE ROOM k. N 2. SEE FINISH PLAN FOR PAINT LOCATION I 102 1,'-\ "e t t www , c I D A I N C . C 0 �I h J��/..._ i p`diaida�iaarri-, L'N, \ ; \ N . UST OF FNISI S ' FLOORS BAS x. WALLS CEILINGS CASEWORK 1.111\011 41111�ti I ■�[♦ = ''1li_� Il� CPT-1 RB-1 'T-1 (FIELD) CL-1 PL-1 (VERTICAL ,I �1 CARPET TILE, MILLIKEN, 4" COVED RUBBER BASE, +:ENJAMIN MOORE PAINT PAINTED GYP. BOARD, SURFACES), NEVAMAR, 1. i ,■M MEM :••-- — COLOR FIELD PATINA, ROPPE, 110 BROWN 0, CLASSIC GRAY OC-23 BENJAMIN MOORE PAINT BREVE WZ0054T O I ��I`�1�I " i �`��\ PAT145 EBONY WOOD CO, CLASSIC GRAY OC-23 It -' . o a X4.41,41••••+;4`4.,0+#�4• SV-1 RB-2 PT-2 (ACCENT) CL-2 PL-2 (COUNTERTOPS), - - I. 1�11.11.11.11.II�II1II■II I i �����oeeie4e4v$40,4v 0444.4v•44 $4.4.4* SHEET VINYL, JOHNSONITE, 6" COVED RUBBER BASE, BENJAMIN MOORE PAINT 2x4 ACOUSTICAL CEILING WILSONART, BASKET CD ��� ^, i r������4r��������."���������� . ACCZENT CONCRETE, DARK ROPPE, LIGHT BROWN 147 CO, PEARL CW-640 TILE WEAVING 101 4965-38 n .n n� BROWN 25005 Z ATH1'H LVT-1 PT-3 (ACCENT) PL-3 (VERTICAL Z LUXURY VINYL TILE, BENJAMIN MOORE PAINT SURFACES), FORMICA, 41 FIRST FLOOR FINISH PLAN 2 SECOND FLOOR FINISH PLAN MOHAWK, BARNwdQD CO, APOLLO BLUE CW-645SALVAGE PLANKED ELM LL T1.2 1/8" = 1'-0" 4 T1.2 1/8" = 1'-.O" CHESTNUT P001 S •t NOTUSED6 NMPAINT 80e NOT USED p 0: E._. FINISH PLAN GENERAL NOTES FINISH PLAN KEYNOTES STAIRS, FINISH TBD CAVALCADE SOUTHNAT650 ll N o NOTE: ALL ACCESSIBLE TOILET STALLS AND ACCESSORIES Z 1. ALL HATCHES SHOWN FOR REPRESENTATIONAL PURPOSES 0 WHITE BOARD WALLCOVERING, WOLF GORDON WINK OR SIMILAR SHALL COMPLY WITH IBC SECTION 1109 AND ANSI FRP-1 (WAINSCOT To Q-1 (COUNTERTOPS), N Q ONLY. FLOORING PATTERNING AND DIRECTIONS TO BE 4'--0" A.F.F.) MAR PENIAL CALACATTA J DETERMINED. VENDING MACHINES, BY OWNER, PROVIDE WATER/POWER/DRAIN AS A117.1-2003 CHAPTER 6. ' Z TBD BQ827-OP � � H 2. ALL FINISHES TO BE APPROVED BY TENANT. © REQUIRED - COORDINATE WITH OWNER-SELECTED MODELSSEE PLAN FOR FIXTURE PLACEMENT. PARTITIONS AS 0 Ce INDICATED ON PLAN. 1.0 0 (p 0- FINISH FLOOR PLAN LEGEND z Cn 0 CORRIDOR MIRROR CC 1--- 101 ROOM NAME & NUMBER GRAB BAR PT-2 SOAP DISPENSER 12" MAX.AX.y 42" MIN. 36" MIN. PER ANSI 609 30" MIN. W ` SEE PLAN PAPER TOWEL / 39"-41" 24" MIN. 12" � . . � . . . . . � PT-3 / GRAB BARS -- PER / / DISPENSER AND ANSI 604.5.1 MIN - Z DISPOSAL FLUSH \ .IMIMI�lili»IMIIMIMIMI=1=1. PT-4 MOUNTED TO i (114. "�i FLUSH MOUNTED WALL TOILET SEAT 00 z - \ T.O. S COVER DISPENSER, II WAINSCOT y WAINSCOT A ' CPT-1 /��/ 5V-1 �� ALTERNATE 0 \ \ SEE FINISH C ---%•-• '.EE FINISH /////// 4 LOCATION _ T SCHEDULEx _ SCHEDULE / LAVATORY TO j I I Z 1 - CONFORM TO to I rrs ?I_ 1111■■ t 70 ■■ ADAAG 31,32 \ �,\'r-,11 LVT-1 �� VCT-1 LAVATORY PIPE _ r' /4, �' " 11`V t 1 1/4" TO 1 1/2 11 CO ,,,N\ 1111■■■■ INSULATION MUMf (---7"-9" \ T\ \ \ \ \ 1 1/2" FINISH PLAN & FINISH SURFACE OR FLUSH TOILET PAPER FLUSH VALVE SCHEDULE MOUNTED TOILET SEAT DISPENSER OPEN SIDE OF 6'-18' EQ. EQ. COVER DISPENSER LOCATION, BELOW ROOM OR STALL ��.� ADA LAVATORY SIDE VIEW ADA SIDE WALL GRAB BAR -- PER ADA REAR WALL �B AR STANDARD REAR WALL 604.7 NO SCALE 10 ADA ACCESSIBLE TOILET ROOM DETAILS JOB NO. 130184.01 T1.2 3/8" = 1'-0" 102800-01/02 ©2015 C1u, P.C./CI)A ALL RIGHTS RESERVED 1111111111111111111 Nk I - I ,,'"• f I I I o 0 I . ,..I MIIMMiliahltall E/ : tom11111 .1.1 lial UP ra DN-1 • :. - • • I' mu: _W - ®■ • OFFICE • i M11111111111 NN _ . II 8 II � 3 58631 % It OF % im EN. L] 21C -' sil II•II•� �a:i MINII Inh,_ NE Millj MI! MI 0,61.F.5: , maw, ......i. 111.1 mil' Oilliirill f ; cOIll mo a. Q N1OrQ a — n r �I •. I. - ' .. ■• ■■ ■• R,.ter- tri prj N I� n N r N N N N C:3 O N N Q p N N M 5 ipmwmpan '.�; 111111M9 ffaiiIM ' ,. 9 -0 g'- OFFICE r �' _ �� III 1111 2p a .< . ,_ Li, . . a w U I . - - J � STORA E CI 1, < c., , Lii -§ . cn � 3 I �� Q W - w Li I. ). mimilali Iili�� MEI II -=MI .. 01-rfCio _r____ Q L ! =IIM'wimm /e11.111=F III 910 ,: , 1111 NMG m ° Z I Q z Z ! 11.11===. .... PI 101-R \ t /1 �_ i , 9 -0 _ o z ix -e a 1= o a / #0 I,, OPEN OFF C£ w o o a m oo r ---- OFFIC 201 1 - Ui N M d u7 cp 1� co t _ Ui . I las `_2 HO" 4 F . 1 11111 1 III ill EilI �'L'SII� is E o HALL g'_ '' ® 1a� i i i :iI3i, a �1p', w I _i: . . : Ilr, 1 • . IFJC -o:r. 9'-0, oF-. OP It CE - 1 119 107. E 108 �� 9 • LI QM V - L i - 6" 25 GA. STEEL JOISTS AT 2'-0" o. a 1 • 9 f I �� II g'-0" 1 0.C. UNLESS NOTED OTHERWISE I ( rlf - , ni4Ie p CONFERENCE ������������������������� - - - 204 ���,�/����,/1����/�����A TRo oTR I 112 113. T% dR ....JO.. j 4)RA E ►:e In ■II.. I 202 J I `20361 ■1p3 � �0, 9 -0 , IIM illi Mo o I � �' .®0�� S,^0® ■ ARCHITECTURE iii, �� . $ CEILING PER PLAN I. Ill 111111111111111 ■ i�ipo o ENGINEERING SOUND ATTENUATION BATT FULLPLANNING i/li CAVITY BETWEEN JOISTS �iimegolwapo-,..1. ri 1 � - ' 7' INTERIORS ii ♦ 5/8 GYP. BD. I1 � � 15895 SW 72ND AVE SUITE 200 -" -" PORTLAND, OREGON 97224 o ` o o o -. - ►� METAL STUD PARTITION PER PLAN I fir" �. TEL : 5 0 3 . 22 fi 1 285 ' 1° -°0 A silli Al 40. 4 U E2 fitt El' : 1 � FAX 5 0 3 2 2 6 1 6 7 0 _ l ;yl ►� WWW . CIDAINC . CON : .. wan-4L•BB :� Mrig; �+ fi , BASE PER SCHEDULE ° o �' P OP N • BQ'IE _ � BOTTOM TRACK TO FLOOR WITH I ;, `%�a ,1. POWDER DRIVEN ANCHORS AT 4'-0" WANE` MIMI, = . liilia t- 11. ' . (MAX) 0.C. AND AT CORNERS AND -. R�w= =1 ME, �- ►� ENDS j CONFERENCE ROOM: 11111. III III # s rr ' ' 1 102 JI MIL II I It E E El 'J E i of of o� ei ei gi — ei ��4.,eeeeeieeeieee1ee ei Q CD i !ee e1e4e1eee eeee ee a 4*+e'�'ee WALL TYPE 'B' NOT USED Z Q FIRST FLOOR RCP SECOND FLOOR RCP , 3/4" = 1'--0" 092900-07 3" = 1'-0" 4 r 1/4" = 1'-0" 1/4" = 1'-0" W PROJECT � o NORTH NORTH ---/r— INT. OR EXT. WALL ROOF OR FLOOR DECK 0 0 a NOTE: re SUSPENDED CEILINGS TO BE 12 GA. HANGER WIRES c. 4'-O" `' INSTALLED WITH BERC2 O.C. (TYP.) z CC I-"' SYSTEM BY ARMSTRONG AS COMPRESSION BRACE, SEE = 0 REFLECTED CEILING GENERAL NOTES RCP LEGEND - SEE GN1 FOR SPECIFIC FIXTURES _ DUCT SHOWN, APPROVED EQUAL SCHEDULE 0NOTE 10 CLIP SYSTEM OR PRESCRIPTIVE 0 tet' 1. THIS DRAWING 1S DIAGRAMMATIC AND FOR DESIGN PURPOSES ONLY. CORRIDOR METHOD PER OSSC 803.9.1.1 / .__. 12 GA. SPLAYED BRACE WIRES WN. Z 101 ROOM NAME & NUMBER m i 2X4 DIRECT/INDIRECT RECESSED LED - TYP. IX LIGHT CONNECTED TO EMERGENCY POWER AND ASTM 635 & 636 i (TYP.) MAXIMUM ANGLE FROM 2. JUNCTION BOXES TO BE PAINTED TO MATCH ADJACENT SURFACE. �. HORIZONTAL IS 45 DEGREES 6Elm - SUPPLY NOTE 5 m �. II" y Z (f'} 3. VERIFY ALL BUILDING SHELL CONDITIONS - REPORT ANY CONFLICTS OR NEW PAINTED GYP BD. CEILING NOTE 3 OTE 4 NOTE 9 t II `�,! '� CROSS TEE 0 0 RECESSED CAN LIGHT FIXTURE f NOTE 6 ADVERSE CONDITIONS TO ARCHITECT. NOTE: �`� 3 Lo O ._ ® EXHAUST FAN/LIGHT ALL W111111611 IRE TO BE NO. 12 (0 a' GAUGE. CONNECTIONS TO BE MAIN TEE Z Cn LO REFLECTED CEILING PLAN KEYNOTES NEW 2X4 ACOUSTICAL CEILING TILE 0 F FIRE EXTINGUISHER NOTE 1 3 TURN MINIMUM WITHIN 3 NOTE 2 NOTE 11,12 INCHES OF THE CONNECTION CC O NOT USED - EGRESS PATH OF TRAVEL n •, . N NOTE 7• ,, UNI © NOT USED +. �' ACCENT PENDANT LIGHT CLUSTER p E ILLUMINATED EXIT SIGN ( NOTE 8 Imilli © ROOF ACCESS ABOVE - SEE ARCHITECTURAL DRAWINGS NOTES: FASTENER SCHEDULE 2X4 DIRECT/INDIRECT RECESSED LED 0 E DIRECTIONAL ILLUMINATED EXIT SIGN 1. 7/8" WALL MOLDING. ATTACH TO PERIMETER WALLS CONSTRUCTION TYPE FASTENER REQUIREMENTS LIGHT 2. 2" BERC (BEAM END RETAINING CLIP) AT INTERSECTION OF EACH GRID BAR TO WALL SUPPORT. ATTACH BERC TO GRID ON 2 ADJACENT WOOD 1/4" X 3" SCREW EYES ----_---WALLS. PROVIDE 1/2" CLEARANCE ON UNATTACHED BERC. STEEL DECK PRE DROP WIRES, CMI DC1 OR DC, 2-1/4" METEAL DECK o LINEAR LED LIGHT FIXTURE 3. PERIMETER HANGER WIRES - WITHIN 8" OF ALL WALL ON ALL TERMINAL ENDS OF CROSS RUNNERS AND MAIN RUNNERS. SCREW EYES 4. SUSPENSION WIRES AT 4'-O" ON CENTER. SOFT ANNEALED GALVANIZED POST TENSIONED CONCRETE PRE DROP WIRES, EMBEDS, 1/4" X 3/4" METAL HIT ANCHORS 5. VERTICAL STRUT FASTENED TO MAIN RUNNER AND EXTENDED TO THE STRUCTURAL FRAME. 12'-0" O.C. EACH WAY CAST IN PLACE CONCRETE PRE DROP WIRES, EMBEDS, 1/4" X 3/4" METAL HIT ANCHORS 6. HORIZONTAL RESTRAINTS SECURED TO MAIN RUNNER WITHIN 2" OF CROSS RUNNER. INSTALL 4 AT 90' ANGLE FROM EACH OTHER AND AT ANGLE LESS THAN 45' FROM THE PLANE OF THE CEILING. 7. HEAVY DUTY SUSPENDED CEILING SYSTEM - MAIN RUNNERS AND CROSS RUNNERS COMPRESSION STRUT SCHEDULE 8. ACOUSTICAL CEILING PANELS - 24" X 48" X 5/8" LAY-IN. (24" X 24" WHERE INDICATED ON PLANS) MAX. LENGTH OF STRUT STRUT REQUIREMENTS 9. TRAPEZE DUCTWORK AND OTHER LARGE OBSTRUCTIONS, COUNTER SLOPE. 5'-10" 1/2' DIA. CONDUIT (EMT) 10. CONNECTION DEVICE TO HAVE 180# CAPACITY. 7'-8" 3/4" DIA. CONDUIT (EMT) 11. LIGHT FIXTURES MUST BE ATTACHED TO SUSPENSION SYSTEM. FIXTURES WEIGHING LESS THAN 561bs MUST HAVE (2) 12-GAUGE WIRES 91-9" 1" DIA. CONDUIT (EMT) AT DIAGONAL CORNERS. HEAVIER FIXTURES MUST BE SUPPORTED INDEPENDANTLY FROM THE BUILDING STRUCTURE. PENDANT LIGHTS MUST12'_0" SINGLE 1-5/8" X 20 GA METAL STUD REFLECTED CEILING BE SUPPORTED DIRECTLY FROM THE STRUCTURE WITH A 9-GAUGE WIRE REGARDLESS OF WEIGHT. 15'-0" BACK TO BACK 1-5/8" X 20 GA METAL STUDS PLANS & DETAILS 12. MECHANICAL DEVICES MUST BE ATTACHED TO MAIN BEAMS AND CROSS TEES. DEVICES WEIGHING LESS THAN 20Ibs DO NOT REQUIRE SAFETY WIRES. DEVICES WEIGHING 20-56Ibs REQUIRE (2) 12-GAUGE WIRES AT DIAGONAL CORNERS. HEAVIER FIXTURES MUST BE 13'-6" SINGLE 2-1/2" X 20 GA METAL STUD SUPPORTED INDEPENDANTLY FROM THE BUILDING STRUCTURE. 15'-O" BACK TO BACK 2-1/2" X 20 GA METAL STUDS T2.1 11 LATERAL BRACING FOR HEAVY-DUTY SUSPENDED CEILING T2. 3/4" = 1'--0" 095123-01 CLIP PROVIDE HEAVY DUTY CEILING SUSPENSION SYSTEM CONFORMING TO THE REQUIREMENTS OPF JOB NO. 130184.01 ASTM C-635-00. ©2015 CIA P.C./CIM All RIGHTS RESERVED ti ti - GENERAL NOTES s a \\ 1 1. ALL CONDITIONS TO BE FIELD VERIFIED. NOTIFY WE OF ANY DISCREPANCIES PRIOR TO WORK. INFERM. BEAM \ / t00, \ / i1 *11 \ . 0 \\ // ELEVATION KEYNOTES '• Ms OR �. 0O�EN 0 �. ti'/r •`� Q /\ PAINTED GYP. BD. PER SCHEDULE ADA GRAB BARS p401..___ 0 _� "PIS" ___liEa a a�AO- --. / \ RB-1, 4 BASE PER SCHEDULE 0TOILET PAPER DISPENSER al_�' / \ UM' 0PL-1, P LAM VERTICAL CASEWORK 0 ADA ACCESSIBLE WATER CLOSET ,D114141111 <° 2 �C115N�. / \ �� ' 5 6 0 PL-2, P LAMK COUNTERTOP AND 40 cv N N 3 N o r N S WHERE SHOWN to (.0 0 co r -..........j1 " TOILET SEAT COVER DISPENSER o c} o a 0" MIN. BACKSPLASH WHERE SHOWN „ �; `y N ELEVATION A ELEVATION B /3 f " T.3.2 ' „ ELEVATION A ELEVATION 0 0 WC-1 TO 4$ A.F.F. Tri r c f r r" CLEAR 1 -0 4 EQ © 11 -5 cv o o r) -qv- 0Q-1, QUARTZ COUNTERTOP N cNv ir / ` 0 PAPER TOWEL DISPENSER/RECEPTACLE J N w w a= _ ' 0 0 ADA ACCESSIBLE SINK = a o co m /% MIRROR ¢ Q ¢ c0i > w \ • O MICROWAVE - TENANT PROVIDED, Q ca ", �/ 0 CONTRACTOR INSTALLED. PROVIDE POWER 0 3" VALANCE TO MATCH CABINETRY z p �, 1 2 0 AI / <- X X X \ OIL 0 REFRIGERATOR - TENANT PROVIDED. T3.2 0 ` —7--\ /- %- " OK 4 0164 0 (E) COLUMN TO BE FURRED wA) �y .�y \ 0 CONTRACTOR INSTALLED. PROVIDE ccLa AI0 � '� U D _ � 0 POWER/WATER AS NECESSARY . PL-1 MAILBOXES g c+ �' !'! i4) .l0 ADA HEIGHT DISHWASHER - TENANT 0PRINTER - TENANT PROVIDED, CONTRACTOR �- I _ - - - - / ;� _- PROVIDED, CONTRACTOR INSTALLED. ..- •i . .:T. 6 "' t o - - ' A /ft'\ PQ v / 0 I - ..�I PROVIDE POWER/WATER AS a a `� / • PL_3P_LAMVERTICALCASEWORK K m Z z - \ f / NECESSARY - PROVIDE LOCKS WHERE SHOWN - m > Z - a o 1 1-11-J �' u u I.. i (-- aw e sr -4— 41 \ OPEN 0 - N i' N / 2 0At ADA HEIGHT UNDERCOUNTER REF �► NOT USED F v=i Z z �. / i (X w Os Q w �} • , TENANT PROVIDED, CONTRACTOR 4 Z w o a. � 8 -/ .5/4 +/- 2 _g 3 -6" ,li 2 EQ ® 5'-0" 2'-0" 3'_0" ,'-6 -3/ INSTAL I FD. PROVIDE POWER T{ALL-MOUNTED F{RE EXTINGUISHER PER 0 = ¢ m ct o / / 0 PL-1 LOCKABLE STORAGE CABINET `ii/ w w . c a w o w co ELEVATIi C ELEVATIOND 1'-4„ J CLEAR ELEVATION C ELEVATION B CODE REQUIREMENTS D o o a m o_ c..) o a 0 161RECEPTION COFFEE STATION TOILET ROOM 112 & 202 (MIRROR 113 & 203) 0 RB-2, 6" BASE PER SCHEDULE to N In .l- 1 1/4" = 1'-0" 0 1/4" = 1'-0" 0 1/4" = 1'-0" SOAP DISPENSER 0 0 / 0 // %, / 0 01%. ( 11 0 \ WI Lai __. $ \ Iii; 0 lomm• \ 0 \ IP Ns ii:MINI4 lam 411).N. 13.2 6 13.2 _ , /\ —3 6 c / / fA / / ELEVATION A ELEVATION B V) - } 3'-0" 1'-6" 4 EQ C�? 12'-1" 4 EQ t�D 12'-4" - i i 0 _ NTERIOR 0 // —" � _ - _ __ ,� - .4 __ Z _ /' �\ 15895SW72ND AVE SUITE 200 / f � _ _ _ _ \ 11111111100° POI PORTLAND, OREGON 97224 / -5 -7-7 - 7 7 - 7-� '7 '7 \ 7" 7 7 �. 7-- - \ TEL : 503 . 226 . 1 285 I' FAX : 503 . 226 . 1870 da000 0 \ / d O110 0 Q \ <> WWW C I D A I N C C O M ) I —1Arv. '-L_ASIIP:4 Olt ''.-1-"HiTr 1 PrAil I 'fis 14) 0 \ CID � � -. -. � .. • . � ... � � " „-ft., „,041',... i0 '"'"''". ''' X '''''' '. '."`'''. '""').(''". � \"'"' 0 / IMITINCIPIT) \ NZ \1 © N../ _ N-• / OP I I 11 1001 - 7-) -41.1440."' / 11111111111111111111111111.1111111111111111 / 4 EQ @I 12'-0" 4 EQ © 12'-3" ELEVATION C FL.EVATION 0 A A A MAIL/COPY 0 6 LIBRARY HALLWAY STORAGE 8 TOILET ROOM 107 (MIRROR 108) CIS 1/4" = 1'-o" T3. 1/4" = 1'-O" 1/4" = 1'-O" T3. 1/4" = 1'-O" .I_ Z um, 0 W ,...01x O Q oe CC = o = W h Z et f%1 II—• z 0 1._ U Ix (0 Cl. z O O CC r A6 6 A 9 10 6 T3.2 A T3.2 `y 5 11.11118 �►'/ -11" 3'-4 4 EQ © 9'-6" 3 EQ ® 7'-7" T3.2 / 2 -9 /1 1-80/ 2!"—8 / 2 $ 06 -0 -7" �i�imilil 6 ,a�`�' � .r _ a ilk iproip Iti 71 n Ar‘ PM X � � ,..._ __......_4' "/' JOAN N• 6 \ t ,10 "Pm PIR"71),SINOP L 0 1.l U -7 7- `C litu--7" 4Per NA 7 7 7 7 ellir . tp pos4 \ -\\ 0 1 _..... 4-1, 411141111Nia edit6 I 8 a tl �P6 1 Prilt fit mpr / „ n, , .4, it ,....._ _A AL_ i OM, Pliw.............„,.... . 0 �� _.. - ) of F - = -w e+ R K / 2 `fiijf] r,,. 2 / N / - \ / \ / a -Ad low N �l INTERIOR ELEVATIONS _ ” 2'-0" 3'-0" 4 EQ ® 9'-6" 6 2'-10., 2 -10 ,-6" 3'-0" 2'-0" 2 _g CLEAR s TRAINING ROOM CLE 10 COFFEE OPEN OFFICE 201 11 CONFERENCE 204 12 PRINT OPEN OFFICE 201 T3.1 T3. 1/4. . 1'-o" T3. 1/4" = 1'-O" T3. 1/4" = 1'-O" T3. 1/4" = 1'-0" JOB NO. 130184.01 6 0 2015 CO,P,C./CIDA ALL RIGHTS RESERVED CABINET NOTES GENERAL NOTES 1. VERIFY DIMENSION IN FIELD PRIOR TO FABRICATION 1. ALL CONDITIONS TO BE FIELD VERIFIED. NOTIFY A/E OF ANY DISCREPANCIES PRIOR TO WORK. S 2. FILLER PANELS TO MATCH CABINET FACE ' MATERIAL ,.L PLASTIC LAMINATE (TYPE TBD) COUNTER ELEVATION KEYNOTES + a = E! E, TYP. ;1111 k, u • 2'-10" IN _ r PLASTIC LAMINATE (TY'E TBI) AT ALL /6\ 't• 1� oR 1+ 0" VERT. EXTERIOR SURFACES TYP. W/ PLASTIC LAMINATE (TYPE TBD) COUNTER a PAINTED GYP. BD. PER SCHEDULE 0ADA ACCESSIBLE WATER CLOSET 5853 �► : tALUMINUM REVEALS AS INDICATED ON 4 t COVATIONS TOP W/ 4" SIDE AND BACKSPLASH, FLAT ii, RB-i, 4" BASE PER SCHEDULE 0 TOILET SEAT COVER DISPENSER OF %+ T3.2 \ \ PRIME AND PAINT GYP. BD. AT LOBBY SIDE EDGE, TYP. 0 PL-i, P-LAM VERTICAL CASEWORK 41) WC-1 TO 48" A.F.F. N \ ONLY (NO PLAM) / 2'-1" / PROVIDE BLOCKING AT LOCATIONS SHOWN PROVIDE LOCKS WHERE SHOWN a /\ �.. /� s /� e Q ~` 2'-1" _ 111 PL-2, P-LAM COUNTERTOP AND 4" 0PAPER TOWEL DISPENSER/RECEPTACLE 4441 �`¢ .¢. ¢ ¢ '� PROVIDE BLOCKING AT LOCATIONS SHOWN _ BACKSPLASH WHERE SHOWN + co u, a co / \ / \ / \ / \ \ (.-\ •-- ,. _ \ \ -- - -_ EDGE WIRE (TYP.} LOCATE 1-1/2" FROM TOP OQ-i, QUARTZCOUNTERTOP Q} MIRROR N 3 N N o o r' 6 \ WIRE PULLS LOCATE 1-1/2" FROM TOP NN N N 3" VALANCE TO MATCH CABINETRY N Fav BOX EDGE (TYP.) FILE ADA ACCESSIBLE SINK Iri tri N N / \ / \ / \ / \ _-- --J MELAMINE AT ALL CABINET INTERIORS TYP. MELAMINE AT AlALL CABINET INTERIORS TYP. 41) (E) COLUMN TO BE FURRED cv - a o N 0i M Iii MICROWAVE - TENANT PROVIDED, >' w w z in n Rn z N ` - BO - PLASTIC LAMINATE (TYPE TBD) AT ALL t c - - - - J ! E ! r ALL 0I \ 1 l / ' tet----- --" - __,--1 ;110" �1"" 6 oZ POWER/WATER AS NECESSARY o N ® _ f- "V ` m - 'Jr I CABEUNG/PHONE/DATA I @ PL-3, P-LAM VERTICAL CASE OR 2 I �' 4" ADA HEIGHT DISHWASHER - TENANT PROVIDE LOCKS WHERE SHOWN x w .���� RUBBER BASE (TYPE TBD) \ 0 w > V V V \ ,� PROVIDED, CONTRACTOR INSTALLED. ► . NOT USED z 4 EQ © 12'-0" \ \ ,� �1i� ii \ \ I PROVIDE POWER/WATER AS a / ,r ,r NECESSARY A -M+0 I - I ISHER PER ADA HEIGHT UNDERCOUNTER REF - mow_ CODE REQUIREMENTS 3 a m o N I- le) HALLWAY 210 RECEPTION DRAWER SECTION RECEPTION FILE DRAWER SECTION �iI TENANT D. PR ED, CONTRACTOR - PARTITION - FINISH TBD INSTALLED. PROVIDE POWER m 2 E o 2 a 1/4" = 1'-0" 3/4" = i'-0" 064023-068 3/4" = 1'-0" 064023-08A @ PL-1 LOCKABLE STORAGE CABINET 0 RB-2, 6" ADA ATTACHED TOE KICK Ir < a ce Z w 0 RB-2, 6 " BASE PER SCHEDULE 0 ADA URINAL ° z ce m a b. a p m SOAP DISPENSER 0 DUAL ADA ACCESSIBLE DRINKING FOUNTAIN N a o a_ m a o a a 0 ADA GRAB BARS @ WATER CLOSET 0 N In et. In co r• 00 TOILET PAPER DISPENSER A A A � 6 A 6 A PLASTIC LAMINATE (TYPE TBD) AT ALL - . PLASTIC LAMINATE (TYPE TBD) AT ALL PLASTIC LAMINATE (TYPE TBD) AT ALL EXPOSED EXTERIOR SURFACES TYP. PLASTIC LAMINATE (TYPE TBD) AT ALL EXPOSED EXTERIOR SURFACES TYP. EXPOSED EXTERIOR SURFACES TYP. EXPOSED EXTERIOR SURFACES TYP. -\ ----�i \ ^"' `\ p-,-”,- -\ SHELF PIN HOLES 0 1" O.C. TYP. W/ ADJ. • • SHELF PIN HOLES 1"® O.C. TYP. W/ ADJ. • • , > SHELF PIN HOLES 1"® 0.C. TYP. W/ ADJ. I • PLASTIC LAMINATE (TYPE TBD) SHELVES • I PLASTIC LAMINATE (TYPE TBD) SHELVES • • PLASTIC LAMINATE (TYPE TBD) SHELVES • • ► - -• .( • r • �- WIRE PULLS - LOCATE 1-1/2" FROM - WIRE PULLS - LOCATE 1-1/2" FROM • VERTICAL EDGE (TYP.) • - • •�" WIRE PULLS - LOCATE 1-1/2" FROM c° VERTICAL EDGE TYP. c° C3 - I co I • • I (TYP.) ! • • VERTICAL EDGE (TYP.) w I I I • • N _M-�_1 MELAMINE ALL INTERIOR SURFACES N • _' MELAMINE ALL INTERIOR SURFACES CO N ' `�' - • - - - • � � • r .1 . _ • � MELAMINE RLL INTERIOR SURFACES • • • i WIRE PULLS - LOCATE 1-1/2" FROM • • PLASTIC LAMINATE COUNTER TOP W/ 4" I 1 • / " ' SIDEANDBACKSPLASH, BULLNOSE PROFILEo - I E WIRE PULLS - LOCATE 1-1 2 FROM \ VERTICAL EDGE (TYP.) -\ B K5 LASH, ULLNOS A VERTICAL EDGE (TYP.) 1111 - 1'-1" 4 1'-1" EDGE, TYP. 1'-1" 1'-1" -0 _ /— PLASTIC LAMINATE (TYPE TBD) COUNTER /- il' / " PLASTIC LAMINATE (TYPE TBD) COUNTER • 'e TOP W/ 4" SIDE AND BACKSPLASH, FLAT LOW PROFILE SINK - PROVIDE DRAIN PIPE , TOP W/ 4" SIDE AND BACKSPLASH, FLAT 4 r o EDGE, TYP. o INSULATION COVER. NEDGE, TYP, IN _IN �, 2 -1 PROVIDE FIRE TREATED BLOCKING AT s a PROVIDE BLOCKING AT LOCATIONS SHOWN _ N fi E R 10 R LOCATIONS SHOWN 2 -1 / PROVIDE BLOCKING AS REQUIRED. 2/-1" �- 15895 SW 72ND AVE SUITE 200 MELAMINE AT ALL CABINET INTERIORS TYP. r `` \ \ =:��v MELAMINE AT ALL CABINET INTERIORS TYP. PORTLAND. OREGON 97224 \ i _ - _ \ INSULATED EXPOSED DRAIN & NOT WATER - ;"' TEL : 5 0 3 . 2 2 6 . 1 2 8 5 .. --1 I - SUPPLY PIPINGS a FAX : 5 0 3 . 2 2 6 . 1 6 7 0 ___ - _- -J I PLASTIC LAMINATE (TYPE TBD) AT ALL ` PLASTIC LAMINATE (TYPE TBD) AT ALL I PLASTIC LAMINATE (TYPE TBD) AT ALL WWW . C I D A I N C . C 0 M U5 VERT. EXTERIOR SURFACES TYP. "v- VERT. EXTERIOR SURFACES TYP. 0 • • EXPOSED EXTERIOR SURFACES fiYP. • • SHELF PIN HOLES ', 1" O.C. TYP. W/ ADJ. L • • SHELF PIN HOLES 0 1" O.C. TYP. W/ ADJ. o ¢ ' ' I PLASTIC LAMINATE (TYPE TBD) SHELF o MELAMINE AT ALL INTERIOR SURFACES TYP. o '` ` ` ` PLASTIC LAMINATE (TYPE TBD) SHELF N 3 ! 4" RUBBER BASE (TYPE TBD) N 4" RUBBER BASE (TYPE TBD) 4" RUBBER BASE (TYPE TBD) o , • • I o z NI- .4.21- /r i t jrr t( \ \ ji:lf .\ ‘l 21'3' N.. . . itWALL AND BASE CABINET SECTION s CABINET SECTION AT SINK (( 11[10 WALL AND BASE CABINET SECTION s WALL AND BASE CABINET SECTION (1119 3/4" = 1'-0" 064023-06 T3 3/4" = 1`-0" 064023-04 3/4" = 1'-O" 064023-06 T3 3/4" = 1'-O" 064023-06 Z I.i.. 2'-8" W l \ PLASTIC LAMINATE VALANCE 0 �'' A iii, TO MATCH CABINET ° Q i 0ce • • O V PLASTIC LAMINATE (TYPE TBD) AT ALL ' ' I PLASTIC LAMINATE PER C 1-- e. PLASTIC LAMINATE (TYPE TBD) AT ALL EXPOSED EXTERIOR SURFACES TYP. - I SCHEDULE AT ALL F'- �' CI EXPOSED EXTERIOR SURFACES TYP. EXPOSED EXTERIOR V ui P'`► ----- _ WIRE PULLS - LOCATE 1-1/2" FROM • • SURFACES TYP. Z • • ' SHELF PIN HOLES ® 1" O.C. TYP. W/ ADJ. o `ii -r,,, VERTICAL EDGE (TYP.) I I g �► 17) illum • PLASTIC LAMINATE (TYPE TBD) SHELVES I MELAMINE ALL INTERIOR SURFACES TYP. • • SHELF PIN HOLES 1" Z (f) I'll- r -• - • • O.C. TYP. W/ ADJ. CX WIRE PULLS - LOCATE 1-1/2" FROM \ • PLASTIC LAMINATE U Ll) O • • i VERTICAL EDGE (TYP.) - - ==1 SHELVES WIsm POWER OUTLET FOR MICROWAVE tQ C,L • �!. MELAMINE ALL INTERIOR SURFACESc6 MELAMINE ALL INTERIOR Z CO Q • • I _ PLASTIC LAMINATE AT ALL INTERIOR • SURFACEStn • I • • I t° I SURFACES • • CCv.. \ 1 1 i WIRE PULLS - LOCATE 1-1/2" FROM • • WIRE PULLS - LOCATE ---- VERTICAL EDGE (TYP.) - • 1-1/2" FROM TOP EDGE U.111 1'-1' f- PLASTIC LAMINATE (TYPE TBD) COUNTER •' 1 -6" f o (TYP.) MI TOP W/ 4" SIDE AND BACKSPLASH, FLAT PLASTIC LAMINATE (TYPE TBD) COUNTER a, • • bTOP W/ 4" SIDE AND BACKSPLASH, FLAT `3 • • Z IN . EDGE, TYP. o EDGE, TYP. • • " 2'-1" PROVIDE FIRE TREATED BLOCKING AT N IN 21-1" ; imammitiman STRUCTURAL GENERAL NOTES ` CODE STEEL JOISTS AND JOIST GIRDERS METALS rc0.1 i �110i 4 • 2014 OREGON STRUCTURAL SPECIALTY CODE, OSSC 2014 f� ` 1. ALL JOISTS SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH 1. MISCELLANEOUS STRUCTURAL STEEL TO BE ASTM A36, FY=36 KSI, UNLESS NOTED - ,,j . - ; PE pt THE LATEST EDITION OF THE STANDARD SPECIFICATIONS OF THE STEEL JOIST INSTITUTE. ALL WELDING PER STEEL JOIST INSTITUTE (SJI) STANDARDS. OTHERWISE. , INSPECTED - NOTED liv � " ' DESIGN CRITERIA COMPLIANCE WITH SJI STANDARDS MAY BE WAIVED IF ALL WELDS ARE 2. STRUCTURAL STEEL BEAMS TO BE ASTM 992, FY=50 KSI, UNLESS � g BY AN INDEPENDENT TESTING LAB. OTHERWISE. e✓,�, '. 13,2013 , �' 502500 PSF ALLOWABLE FOR GENERAL FOUNDATION BEARING PER GEOTECH SOLUTIONS INC. 2. JOIST SIZES INDICATED ON PLANS ARE MINIMUMS. JOIST MANUFACTURER SHALL 3. TUBES TO BE ASTM A500, FY=46 KSI; PIPES ASTM A501, FY=36 KSI. �5' D. G A 5/31/15 DESIGN AND SUBMIT CALCULATIONS AND DRAWINGS SEALED BY A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF OREGON FOR ALL JOISTS. 4. BOLTS TO BE ASTM A325, UNLESS NOTED OTHERWISE. [EXPIRES: ,40/047 ROOF LOADS: JOIST MANUFACTURER SHALL DESIGN AND SUBMIT CALCULATIONS AND DRAWINGS SEALED BY A 5. WELDING TO BE BY CERTIFIED WELDERS USING E70XX ELECTRODES IN ACCORDANCE DEAD; WAREHOUSE =22 PSF CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF OREGON FOR ALL WITH AWS STANDARDS. ���� OFFICE = 25 PSF JOIST GIRDERS. CALCULATIONS SHALL INCLUDE DEFLECTION AND CAMBER 6. ALL STEEL TO HAVE SHOP COAT. <1) REQUIREMENTS. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO _ .- _ _ SNOW: BASE = 25 PSF SPAN/240 (ROOF) AND SPAN 360 (FLOOR). TOTAL LOAD DEFLECTIONS SHALL BE 7. STEEL FABRICATOR TO SUBMIT SHOP DRAWINGS TO A/E FOR REVIEW PRIOR TO 3 C•' o Q E o Q GROUND = 15 PSF LIMITED TO SPAN/180 (ROOF & SPAN/240 (FLOOR) ALL JOISTS AND JOIST GIRDERS AT FABRICATION. N �, N cv N N N THE ROOF SHALL BE CAMBERED FOR THE DESIGN DEAD LOAD. MANUFACTURER Ld 01 - c`i no 0 o N "' ROOF PARAMETERS SHALL ADD ADDITIONAL WEB MEMBERS AS REQUIRED AND ADJUST CHORD AND WEB 8. STEEL WASHERS TO BE USED AT ALL BOLTED CONDITIONS. I- N CE = 0.9, CT = 1.0, Is = 1.0 SIZES ACCORDINGLY, BUT SHALL NOT ALTER THE DEPTH OF JOISTS. 9. BRACING RODS TO BE INSTALLED TAUT; ONE STANDARD TURNBUCKLE PER ROD MAY a Dr = m m n CC Cc w = c> PF = 10 PSF + DRIFTING, 25 PSF MINz ¢ a °' w a 3. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR REVIEW BE USED. ¢ ¢ o o LIJ < FLOOR LOADS: PRIOR TO MANUFACTURE. SHOP DRAWINGS AND CALCULATIONS SHALL INCLUDE 10. LATEST AISC, SJI, AND AWS CODES APPLY. ALL CONSTRUCTION PER LATEST AISC z c, DEAD = 34.8 PSF DETAILS OF ANY OPTIONAL FIELD SPLICES AND OF HIGH STRENGTH BOLTS. IF HANDBOOK. N LIVE = 80 PSF COMPLETE PENETRATION WELDS ARE UTILIZED, CONTRACTOR SHALL RETAIN AN11. ALL CONCRETE SCREWS SHALL BE "SIMPSON TITEN-HD" ANCHORS OR APPROVED EQUAL cc- Lj INDEPENDENT TESTING LAB TO CERTIFY COMPLIANCE WITH A.LS.C. AND AWS w WIND LOADS: SPECIFICATIONS RESPECTIVELY. WITH ICC-ES RATING FOR MATERIAL INTO WHICH INSTALLATION TAKES PLACE. z BASIC WIND SPEED (3 SECOND GUST) = 120 MPH 4. ALL CONCENTRATED LOADS TO STEEL JOISTS SHALL OCCUR WITHIN 6" OF A PANEL 12. ALL ADHESIVE ANCHORS TO BE ASTM A36 W/ "HILTI" BRAND HY200 OR 0 EXPOSURE CATEGORY = B POINT. SIMPSON SET-XP ADHESIVE. N qh=22.22PSF a a o (i) ce NET UPLIFT=7 PSF 0.6(W) 13. ALL REFERENCE TO HEADED STUDS SHALL INDICATE AUTOMATIC WELDED HEADED EARTHQUAKE: CONCRETE STUDS (NELSON OR EQUIVALENT). w , m z w ¢ c o CO CR z o z 0_ SEISMIC PARAMETERS: 14. SEE SPECIFICATIONS AND ARCHITECTURAL DRAWINGS FOR FINISH/PAINT ON EXPOSED o z Et m n � o '' OCCUPANCY CAT. II 1. MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: FOUNDATIONS 3000 PSI COLUMN AND CONNECTION HARDWARE. " -' a cc 0 C7 - IMPORTANCE FACTOR = 1.0 SLABS 4000 PSI MAPPED: Ss = 0.968, Si = 0.420 SITE CLASS: F WALLS 4000 PSI w a a o Q DESIGN: Sos = 0.606, Sol = 0.672 2. SLAB ON GRADE CONCRETE TO HAVE MAXIMUM WATER/CEMENT RATIO OF 0.45. 0 cv M �- to (0 N00 SEISMIC DESIGN CATEGORY = E OVERSTRENGTH FACTORS c ROOF LEVEL REDUCED BY 0.5 PER ASCE 7-10 TABLE 12.2-1 FOOTNOTE G REMAINDER OF CONCRETE TO HAVE MAX. WATER/CEMENT RATIOS PER ACI 318 TABLE COLD-FORMED STEEL FRAMING WAREHOUSE FORCE RESISTING SYSTEM R OMEGA Co 5.4 (PROPORTIONING ON THE BASIS OF FIELD EXPERIENCE AND/OR TRIAL MIXTURES). INTERMEDIATE PRECAST CONC. SHEAR WALL 4 2.0 4 3. CONCRETE MIX FOR ALL INTERIOR CONCRETE SLABS ON GRADE SHALL DESIGN: R = 4 INCLUDE SHRINKAGE REDUCING ADMIXTURE "ECLIPSE FLOOR 200" AT 0.5GAL/GY 1. ALL COLD-FORMED STEEL FRAMING SHALL BE FABRICATED AND ERECTED IN SEISMIC RESPONSE COEFFICIENT: Cs = 0.151 ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE WAREHOUSE DESIGN BASE SHEAR AT ROOF LEVEL: 70.85K 4. MAXIMUM SLUMP 4" PLUS OR MINUS 1". WITH THE LATEST EDITION OF SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED OFFICE DESIGN BASE SHEAR AT ROOF LEVEL: 85.9KSTEEL STRUCTURAL MEMBERS BY THE AMERICAN IRON AND STEEL INSTITUTE. OFFICE DESIGN BASE SHEAR AT FLOORLEVEL: 58.52K 5. SAWCUT CONTROL JOINTS 1/4 SLAB DEPTH. DESIGNED WITH EQUIVALENT LATERAL FORCE PROCEDURE 6. CONCRETE AND REINFORCING TO HAVE SPECIAL INSPECTION IN ACCORDANCE WITH 2. STEEL FOR ALL 14 AND 16 GAGE STUDS AND JOISTS, AND FOR ALL DIAGONAL OSSC 2014 SECTION 1704. TENSION STRAPS SHALL HAVE A MINIMUM YIELD STRENGTH OF 50,000 PSI. STEEL FOR ALL 18 AND 20 GAGE STUDS AND JOISTS, AND FOR ALL GAGES OF TRACK, 7. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT THAT SLABS ON ACCESSORIES AND BRIDGING SHALL HAVE A MINIMUM YIELD STRENGTH OF 30,000 FOUNDATION GRADE MAY BE VIBRATED ONLY AROUND UNDER-FLOOR DUCTS, ETC. PSI. STEEL SHALL BE GALVANIZED AT LOCATIONS EXPOSED TO WEATHER AND 8. CAST CLOSURE POUR AROUND COLUMNS AFTER COLUMN DEAD LOAD IS APPLIED. WHENEVER NOTED ON THE DRAWINGS. - 1. FOOTINGS TO BEAR ON UNDISTURBED NATIVE SOIL OR STRUCTURAL FILL 3. ALL STUDS SHALL BE SECURELY SEATED FOR FULL END BEARING ON TOP AND PER GEOTECHNICAL REPORT. 9. UNLESS NOTED OTHERWISE ON DRAWINGS, ALL CONCRETE SLABS ON GRADE SHALL BOTTOM TRACK. UNLESS NOTED OTHERWISE, PROVIDE DOUBLE STUDS AT ALL BE BOUNDED BY CONTROL OR CONSTRUCTION JOINTS SUCH THAT THE ENCLOSED JAMBS, CORNERS, INTERSECTIONS, BEAM BEARINGS AND JOIST BEARINGS. 2. BOTTOM OF FOOTINGS TO BE A MINIMUM OF 18" BELOW FINISHED GRADE. AREA DOES NOT EXCEED 625 SQUARE FEET. BRIDGING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATION WITH THE FOLLOWING MINIMUM REQUIREMENTS: GENERAL REINFORCING FOR LESS NON-BEARING OREQUALTO 10'- " HI BRIDGING AND MID-HEIGHT5'-O" 0.C.O.0 WALLS MAXIUM FOR - WALLS GREATER THAN 10'-Q" HIGH. FOR BEARING WALLS, PROVIDE 1. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE 1. DEFORMED BARS ASTM A615, GRADE 60. WELDED BARS ASTM A706, GRADE 60. WELDED BRIDGING EQUALLY SPACED AT 4'-0" MAXIMUM. IN ADDITION, BRIDGING ,RCHITECTURE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. WIRE FABRIC PER ASTM A185, WIRE PER ASTM A82. SHALL BE PROVIDED AT ROOF LINES AND ELSEWHERE AS NOTED ON THE THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE „ " DRAWINGS, SOLID BLOCKING SHALL BE INSTALLED IN LIEU OF BRIDGING = ENGINEERING STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT 2. UNLESS NOTED OTHERWISE, LAP SPLICES SHALL BE CLASS B TENSION LAP SPLICES. WHERE NOTED ON THE DRAWINGS. BE LIMITED TO, BRACING, SHORING OF LOADS DUE TO CONSTRUCTION EQUIPMENT, IN ACCORDANCE WITH ACI 318, CHAPTER 12. LAP SPLICES IN COLUMNS SHALL BE STANDARD LA N N [N G ETC. OBSERVATION VISITS TO THE SITE BY THE A/E SHALL NOT INCLUDE INSPECTION COMPRESSION LAP SPLICES PER LATEST EDITION OF ACI 318. 4. STEEL STUD WALLS: NT E R TORS OF THE ABOVE ITEMS. STAGGER ALTERNATE SPLICES A MINIMUM OF ONE LAP LENGTH. LAPS IN STEEL STUD WALLS SHALL BE 18 GAGE 0 16" O.C. UNLESS NOTED OTHERWISE ON - - - WELDED WIRE FABRIC SHALL BE MADE SO THAT THE OVERLAP MEASURED BETWEEN PLANS. TRACK ANCHOR BOLTS SHALL BE 1/2" DIAMETER PLACED NOT TO EXCEED 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH OUTERMOST CROSS WIRES OF EACH FABRIC SHEET IS NOT LESS THAN THE SPACING OF 4'-0" O.C. UNLESS NOTED OTHERWISE. ANCHOR BOLTS SHALL BE PLACED AT ALL 15895 SW 72ND AVE SUITE 200 DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH CROSS WIRES PLUS 2 INCHES. JAMBS, CORNERS, INTERSECTIONS AND WALL ENDS. ALL BOTTOM TRACKS SHALL PORTLAND, OREGON 9 7224 A/E. 3. PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT CORNERS HAVE A MINIMUM OF 2 ANCHOR BOLTS. TEL : s o 3 . 2 2 s . 1 x a 5 FAX : 5 0 3 . 2 2 6 . 1 6 7 0 3. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS AND INTERSECTIONS OF FOOTINGS AND WALLS. REINFORCING BAR SPACINGS GIVEN ARE 5. ALL WELDING SHALL BE PERFORMED BY WELDERS EXPERIENCED IN LIGHT GAGE WWW . C I D A I N C . C o M OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. MAXIMUM ON CENTERS. ALL BARS PER CRSI SPECIFICATIONS AND HANDBOOK. DOWEL ALL STEEL FRAMING WORK. VERTICAL REINFORCING TO FOUNDATION. SECURELY TIE ALL BARS IN LOCATION BEFORE 4. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH PLACING CONCRETE. CONCRETE COLUMN DOWEL EMBEDMENT SHALL BE A STANDARD STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDUM. COMPRESSION DOWEL EMBEDMENT LENGTH ACCORDING TO THE LATEST EDITION OF ACI 318. 5. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, 4. CLEAR CONCRETE COVERAGES AS FOLLOWS: CARPENTRY MECHANICAL, ELECTRICAL AND PLUMBING WITH APPROPRIATE TRADES, DRAWINGS CAST AGAINST & PERMANENTLY EXPOSED TO EARTH 3" 1. ALL NAILS TO BE COMMON WIRE OR EQUIVALENT DIAMETER AND LENGTH. AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. EXPOSED TO EARTH OR WEATHER 2" 2. ALL NAILING TO BE IN ACCORDANCE WITH OSSC 2014 TABLE 2304.9.1 6. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. HE SHALL BE RESPONSIBLE FOR #5 OR SMALLER 1 1/2" UNLESS NOTED OTHERWISE. ALL CHANGES NECESSARY IF HE CHOOSES AN OPTION AND HE SHALL COORDINATE COLUMNS (TO TIES) 1 1/2" ALL DETAILS. BEAMS (TO STIRRUPS) 1 1/2" 3. ALL NAILS TO PRESSURE TREATED LUMBER SHALL BE HOT DIPPED GALVANIZED 7. WHERE ANY DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL ALL OTHERS PER LATEST EDITION OF ACI 318 4. ALL FRAMING HARDWARE TO BE SIMPSON STRONG-TIE BRAND OR EQUIVALENT Col STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL SPECIFICALLY APPROVED BY ENGINEER. Z GOVERN. MIN. REINF. BAR SPLICE LENGTHS IN CONCRETE 5. ALL FRAMING HARDWARE IN CONTACT WITH PRESSURE TREATED LUMBER TO BE HOT DIPPED GALVANIZED >r� 8. ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW ESTABLISHED PER ACI 318 SECTION 12.2 & 12.3. `■I. SHALL BEAR THE SEAL OF A CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE 6. LUMBER GRADES: W STATE OF OREGON -ALL SOLID SAWN LUMBER GRADES NOT SPECIFIED TO BE 0 DF#2 OR BETTER; �' 9. ALL DETAIL CUTS SHOULD BE CONSIDERED TYPICAL 0 LIKE CONDITIONS TENSION BARS COMP. BARS -ALL WOOD IN PERMANENT CONTACT WITH CONCRETE TO BE PRESSURE a 0 Q f c = 3,000 PSI f'c = 4,000 PSI f c = 5,000 PSI f'c TREATED. U. ' 7. PLYWOOD: ZZ SHOP DRAWINGS REGULAR TOP REGULAR TOP REGULAR TOP -FLOOR SHEATHING 3 4" APA INDEX 48 24, EXPOSURE 1; IX , SUBMIT SHOP DRAWINGS TO ARCHITECT/ENGINEER FOR THE FOLLOWING: BAR SIZE CLASS CLASS CLASS CLASS CLASS CLASS ENCLOSED -ROOF SHEATHING 5/8" APA INDEX 32/16, EXPOSURE 1;-WALU Lu d' !0 GR B B B B B B OPEN WITH TIES -NAILL AS SHOWN OHING N FRAMING APA PLANSDEX 4/0, EXPOSURE 1; r. Z 1. TILT-UP WALLS 1322" 28" 19" 24" 17" 22" 12" 12" DRILLINCHOVERSIZEEXCEPT WHERE NOTEDARGER 60 8. BOLT HOLES 1 16 L . 2. REINFORCING STEEL / ZJ 3. STRUCTURAL AND MISCELLANEOUS STEEL INCLUDING WELD INSERTS AND ANCHORS C 0 ~ #4 60 29" 37" 25" 33" 23" 29" 15" 13" 0 It 4. STEEL JOISTS AND JOIST GIRDERS limo LO Q 15 60 36" 47" 31" 40" 28" 36" 19" 16" w (0 LL . Z CO o STRUCTURAL OBSERVATIONS 16 60 43" 56" 37" 48" 34" 43" 23" 19" in CC n-- CONTRACTOR TO NOTIFY STRUCTURAL ENGINEER TO ARRANGE FOR A STRUCTURAL OBSERVATION 17 60 63" 81" 54" 71" 49" 63" 27" 22" ' 11.11 BY THE ENGINEER OF RECORD OR HIS REPRESENTATIVE 48 HOURS PRIOR TO COVERING UP THE FOLLOWING. 1, REINFORCING FOR TILT-UP PANELS 13 60 71" 93" 62" 81" 56" 72" 30" 25" 111.11. 1Z2. NAILING AND STRAPPING AT 2ND FLOOR 19 60 81" 105" 70" 91" 63" 81" 34" 29" 3. NAILING AND STRAPPING AT ROOF LEVEL #10 60 91" 118" 79" 102" 71" 92" 39" 32" 111 60 101" 131" 87" 113" 78" 102" 43" 36" NOTES: 1. TOP BARS ARE ANY HORIZONTAL BARS PLACED SO THAT MORE THAN 12" OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE REINFORCEMENT 2. UNLESS NOTED OTHERWISE, LAP SPLICES IN CONCRETE BEAMS, SLABS AND WALLS SHALL BE CLASS "B" TENSION LAP SPLICES AND LAP SPLICES IN CONCRETE COLUMNS SHALL BE COMPRESSION LAP SPLICES 3. ALL REINFORCING SHALL BE UNCOATED. STRUCTURAL NOTES 4. VALUES SHOWN ABOVE ARE FOR CLEAR COVER OF 1 BAR DIAMETER MINIMUM AND CLEAR BAR SPACING OF 2 BAR DIAMETERS MINIMUM. WHERE COVER OR BAR SPACING IS LESS THAN THIS INCREASE LAP LENGTH BY 50 %. 80111 5. NO BUNDLED BARS. 6. ALL CONCRETE SHALL BE NORMAL WEIGHT AGGREGATE. JOB NO. 130184.01 ©2015 CIDA, P.C./CIDA ALL RIGHTS RESERVED ! MELD!INGS OUNDATION NOTE : , 0 B 0 CD) 0 CF) • SEE FOR DRAINS, SLOPES,NOT • a ,y�j,!'��`, / T 127,-0" 1 / OTHER FLOOR DEPRESSIONS NOT SHOWN. • SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ELEVATIONS, AND WALLS �/ E op�� NOT SHOWN. / 25'-0" 25'-0" j 25'-0" / 20'-0" j 32'-0" / • SEE SOILS REPORT FOR ALL FOUNDATION AND SLAB SUPPORT riles REQUIREMENTS. THIS IS TO INCLUDE ALL EXCAVATION, FILL AND FILL r'! ,• m o 0 0 (3 m PLACEMENT REQUIREMENTS. r 6. 73 'zoos 44. Ci �' �-' " - o - o • DRAWINGS. ALL WINDOW AND DOOR WIDTHS AND HEIGHTS WITH ARCHITECTURAL ,7S � , ei a- c' a- el a- LL a_ ,L • TOP OF PERIMETER FTG IS 1'-6" BELOW FINISHED FLOOR U.N.O. ON PLAN 4 • TOP AT INTERIOR FTG IS 1'-6" BELOW FINISHED FLOOR U.N.O. ON PLAN EXPIRES: \/' S3.1 ❑ 1:::) 1J [ji 1444 < � 1 � � � � � r � � � > >' � - � 1 F. B. 1 � o o � o o � '� o IFOUNDATION PLAN KEYNOTESr LI L N :NI N N N 07. N S3.1 5r I ( 1 6" CONCRETE SLAB ON SUBGRADE PER GEOTECH REPORT v i. N o 0 o M, --\ S3.1 II I c, W WITH #4 © 20" O.C. E.W. >- N a `" `" _ 1'-6" 0 6" CONCRETE CLOSURE SLAB ON SUBGRADE PER GEOTECH REPORT n a Goa mo m co c=.) rx 0 B.F.F. I- I 17-0 I CP o REINFORCE WITH #4 t 20" O.C. E.W.--SEE DETAIL 4/S3.1 Q Q ¢ v W w Q D I -----I I Q COLUMN BLOCKOUT -- SEE DETAIL 3/S3.1 z a t I * tis N , a,___ # `rt-5 0 CONTROL/CONSTRUCTION JOINTS ® 25'-0" MAX. ® RATIOS L _ __ s N.T.E. 2:1 AND 625 SQ.FT.--SEE DETAILS 1/S3.1 AND 2/S3.1 ILI a z 1'-6" 0 0 r - R B.F.F. + i - ; © © NOT USED D. �I I I . [ 1 , I a r� z cn -- --J 1 I "' Q EDGE OF FLOOR ABOVE w m 'I 0 o CIO 3mz ,� w1= caF.O.C, -- - - - -� I 0 0 6x6 CANOPY POST PER 11/S3.1 a z x m o � c °- -- C' t ¢ Q O o - 120S3. A © o0 L,� o m a 12 WOOD STAIR PER ARCH w a o a- OD Li] o o ¢ " N D I In �� y3, ys '5, ys� B.F.F. ° 0STEEL STAIR PER 2/S7.1 N SN sem+ s�� s� n s ysss�6�3 +��p �`�� ����p S3.1 1;, +, - 54 , 0 362S162-43 STEEL STUD WALL © 16" O.C. 8 0 #4x4'-O" BAR AT EA. CORNER OF BLOCKOUT NOT --1 Dt. ��y , - 0 INTERSECTED BY CONTROL JOINT--LOCATE AT SLAB MID-DEPTH `P.J. 80 _ S3.1 LEGEND , F.O.B. FACE OF BUILDING (WALL PANEL) I 1'-6" 0 0 2 yss 1'-6" «' c,. COL. CENTER LINE OF COLUMN B.F.F. S3.2 ` . B.F.F. I© +� n CONCRETE FOOTING-- SEE SCHEDULE THIS SHEET 411 r D. 7 o o /100.00' SPOT ELEVATION D 0 "co 0 / 100.00' TOP OF CONCRETE014 1&2 'Ss I 3 /T.O.F. FOOTING ELEVATION n 53.1 `s+�, 1,_6" I 53'1 B.F.F. BELOW FINISH FLOOR - _- -- ARCHITECTUR3 0 0 sr B.F.F. I FE-3 - AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL ENGINEERING O (SHAFT OF COLUMN AND CONNECTION TO c yTS, y,s, I B.F.F." ass A F.O.C. ,,,,,+, I 00 STRUCTURE ONLY, DOES NOT APPLY d' 6' 6' 'I d TO BASECONNECTION) NT.ER[0 6+� �d+i +�+� j I P.J. PANEL JOINT 15895 SW 72ND AVE SUITE 200 6) 0 ( c9 © BB S3.1 I 5'-0 - PORTLAND, OREGON 97224 Q C / / TEL : 5 0 3 . 2 2 6 . 1 2 8 5 4 ') - C4L� FAX : 503 . 226 . 1 670 53., `� J 0 FOOTING SCHEDULE WWW . 5 i D A 1 N C . C O 0 3 0 18> ����6+� S3.1 / 5,`0, // ,-0„ / - MARK WIDTH LENGTH DEPTH REINFORCING NOTE NVW . ITI 2'-0" CONT. 1'.-Q" (4) #5 LONGITUDINAL T&B 1 «� #5 TIES © 12" -co n \1'-6"B.F.F. SI0 ® 3'-0" CONT. 1'-6" (6(6) 6#5 LONGITUDINAL LONGITUDINAL TOP BOTTOM -- - 14 ' 5 TIES 12" S3.1 # ._0.. 2 APJ r - C.) 11) - - 8 �C 2'-6" CONT. 1,_0" {5} #6 __ LONGITUDINAL T&B ,4 / /1 S3.2 COL. #5 TIES ® 12" Cii9 't'�- -_, �'" - - -4, - - - A. -I of 1) THICKENED SLAB FOOTING : C ,,'-6" I z 17 to .1-----x1 B.F.F. I ---_-_-;�I 3 LF.�_ - NII S3.2 0 Imilmx - --- 1{ I r7 10 I WM.i' ` i ' I - H , N o� i- N111.11 all 8 O j CP I ir t.e. CC = 0 7 "-� - ------__ ._---------------1----i -----------------------------L---- ---- ---------------------- I----I----------------------I-- -------- E- z ----- 3.9 i m Lu e 1 II 411.\-- 3' .. 0 --- I I r- I VP '� 1 r---, I 9A �- F.O.B.B N N H Q _1 9 16- VP ,i, 11 6 13 r� 12 ad I n 11 1'_6" A 9C i-q) tlo o 7 N V < V) 1.-- U IX QF... Lo O NEVB.F.F, �' ® U i Nitir 1 NISF I E '-3" 14'-O" el /3'--3"/ CD a_ ZCO O / 11'-6" 20'-6" in NOA CC NORTH U.I 1 PARTIAL FOUNDATION PLANCO C II- iir S1.1 1/8" - 1'-4" Z FOUNDATION PLAN 81.1 JOB NO. 130184.01 2015 ODA, P.c./aDA ALL RIGHTS RESERVED 0 0 ' 110133113N` c� ;,"' � 1111111111111111111111111111 igs � .. I 127'-0"0 ® 0 4! " r25'-O" 25'-O" 25'-O" 20'-O" 32 -O ) ? fArf ` j j ! m8; v m e,' I3, ao 1, 0 0 0 0 'Iclti- EXPIRES: ' 7=111 Cji 1 3 C A S7.1 S5,1 S3 ---- -- F.O.B. 0 (0 1111 <-0 7 1 1 3 I 1 I 1--I--1 I 1 1 i �` o\ " N N N N O - --74'6Z rig Pte} "16 s R e-- _ __ - - ... N N N N M ► _ ›c:2Ewwwzo r Q tl. CD O CaCID U to I I GLB5.5x15" w'"'; _ :X . ""i _ < Q Q o o Lu < m I I in \ Z 8 N in m CC W { I ILit j 12 o 1 I 1 I J S5.1 7 le_ 6'_2.1 _ L � J 16 I _ ,,� w °° z cc I- z I I _ �© - > OD o o o P: [/N� — -� - °�n- - - 4 I- N Z w rx Z a _ o w T 3 X____ - - - S5.1 0 w o cto o w w o w < 1111, ; S5.2 _ .I!') A _ D C� m Ct V C� Q 93 VW U) sNIn '4- in (.0I� DO .0 i I . 0 .:44::- 0 0 '!,-,-7;•.-7-'• \ -- 0 0 " ,---:.-1 -'..- �!`+�E N ,c1:4__ ---x'. 10 E 0 .4.6._ m - - - - C.9 0 Ask 0 - - I AMP - - 15 I I I Xcc, — — — — - ' ' - - a - - 0 - ARCHITECTURE f ! _ _ ENGINEERING 0 ill Ln m— L-ANNFNG _ _ _ c, INTERIORS _ _ 15895 SW 72ND AVE SUITE 200 1 1 EI I ( `- '- -481 - PORTLAND, OREGON 97224 TEL : 5 0 3 . 2 2 6 . 1 2 8 5 - ---- -4 _..-_----_.-.---...------------------ -----------------------_.._--..-.__-4.__.._..-----_..._------------------- ---------------------- ---__ .__—__ .______ ____ . - - _ COL. \ -_ CIO ------------- FAX • 5 0 3 2 2 8 1 6 7 0 WWW . C I D A I N C . C O M I I I - - - 1 , 1 554.1 - - - - - - 1 I 1 I 1 18 .N 1 , 1 L 1 , 1 ill - 03 1 I 1 - 7 • E — - - 1 I 1 , I I I .._ _ .� _ __ J ,,,e9----) 14 I I '—`�, Co/ I I I © GLB5.5x22.5" ,, Z 11 558.1 0 M I I I S5.1 I .. ' ' SI 1 , I I I D S5.1 0 W I , I I I 0Li_ Q i 1 4 I I I cr 6 f = O I , I I I lo t— 9 I I I 9B I z ce t t t t t t t t ..— ._.. .._...... —.._.. I�� �i, ♦ ♦ 4 ~ a- S7.1 Di F.O.B.1 ! 2 9Av., ,v iX 11.... 0 O 1 f 1 t I I I I ! I z o in 1 1CC %-- NORTH MI *al) SECOND FLOOR FRAMING PLAN 00 1/8" = 1'-0" I'm" PLAN KEYNOTES FRAMING NOTES: Z O 3/4" T&G PLYWOOD SHEATHING WITH 1 1/2" CONCRETE TOPPING Q " • SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF OPENINGS. NAIL PER SCHEDULE JOIST TO JOIST STRAPPING, SIMPSON CS14x3 -O W/ (20) 10d EACH END • T.O. STEEL ELEVATION IS FINISH FLOOR ELEVATION MINUS 5 1/2" © 16" RED-I90 AT 16" O.C. ATTACH TO GLB WITH MIT416 O SIMPSON EGQ5.50-SDS HANGER • PROVIDE COLUMN CLOSURES AND GIRDER FILLERS ARE REQUIRED TO © FLOOR COLUMN BELOW PER S1.1 0 PURLIN TO PURLIN STRAPPING: COMPLETE DECKING. SIMPSON MSTC48B3x3'-0" 0 10'-O" O.C. W/ (8) 10d SIMPSON CS14x4'-O" 0 10'-0" O.C. W/ (12) 10d EACH END Q FULL HEIGHT COLUMN TO ROOF PER 51.1 RUN BEAM CONTINUOUS OVER COLUMN FLOOR NAILING SCHEDULE 0 SECOND FLOOR FRAMING PLAN PURLIN TO PURLIN STRAPPING: ZONE EDGE FIELD DIAPHRAGM NOTES 0 SIMPSON CS14x13'-6" W/ (13) 10d EACH END 0 10d 0 4" O.C. 10d 0 12" O.C. BLOCKED 1 SPACE @ 6'-O" O.C. 2 10d 0 6" O.C. 10d 0 12" O.C. BLOCKED - S11.2 Q NAIL PLYWOOD TO GIRDER W/ (2) ROWS OF lOd'S 0 4" O.C. FLOOR NAILING SCHEDULE NOTES: 1) 10d t0 2 1/2" O.C. AT DIAPHRAGM BOUNDARY FOR THE FIRST 2'-0" FROM GRID A JOB NO. 130184.01 ©2015 CIDA,P.C./CII1I Ail RIGHTS RESERVED L C 7'�:-� 0 B 0 o0 9 KEYNOTES `'�`�, i jet �, / 127'-o- / O 19/32"AIL PER SCHEDULE OR 8' x 10' SHEATHING �!"! ePv 25'-0" 25'-0" 25'-0" 20'-0" 32'-0" / ,�",ip+/ / / " 0.C. 5'_0"/ ! / / 02x6 NO. 2 DFL SUBPURLINS ® 2'-0" O.C. W SIMPSON f / HF26N HANGERS EACH END, TYPICAL U.N.O. Mrs _ 4' (9) SPACES 0 10 -0 OF Ci13,2fl° c- ci -4 -? -. -. o *7© FRAMING FOR ROOF HATCH PER 3/S6.2 his D. GN A IEXPIRES: '40(7 10 9 6 11 0 CANOPY BELOW c) 56.1 56,1C) 56,1 (✓ `5) S6.1 4441Fp SKYLIGHT -- FRAMING PER 3/56.2 , 0 / I I t t , `0 O e-- 0 r r - N r O 70 70 O 7O IL N N oA B B A B STEEL JOISTS AT 10'-0" O.C. >n ri N N NN.*N)---.. qty C/� N I- O O a N N}.-.i ' .-.I I I 1 10 © 0 3x6 © 2'-Q" O.C. SUBPURLINS W/ SIMPSON HF36N HANGERS EACH END NI m _ CC L.; w M 0 0 o a ca m c_) 0 a .c� 0 0 a s \, M 0 S6.1 HIGH Q BRACE BEAM AT MIDSPAN--SEE 6/S6.2 ¢ 0o 0 0 m Lii SII I vl I vl I I I - - _ _ - - z a 30K10 (250/500) Ii- Ln Lai 0 0 0 0 --� r• •-� NOT USED M N N (n O Y pY 0 0 A A 0 0l �I MOI d�1 MI d�-I SI I S6.1 \ z M 0 a _ _ o a o ra~` LOW t9 1111 in Ln19 - 0COLUMN BRACE PER 4/S5.2 t-, 1= o I I tQ - o , L a 16ali i 01 ! I of t 01 of ofNW -- I ¢ a z to o L J 0 0 0 0 30K10 (250/500) - M m >._ z o p o 0 H a z w CC Q w S6.1 I I a z m n 1 Q a I I O J Q M aC0 O WaCS6.2Ark 0 ao- © S6.1 DN CI Can d d Q 0 0 41111 6.1 _ O I .- N M d If) co N CO _ Xx© 30K10 (250/500)8 JOIST/GIRDER LOADING NOTES: I I I I I 1 I I 1 c'.11 N® S6.1 * EXTRA CONCENTRATED LOADS ON STEEL JOISTS OR JOIST GIRDERS ARE 0 -0 1 .16K 17.16K 1 .16K 1 .16K 1 .16K 17L 1 .16K 1 .16K 17.16K o ••• COL. INDICATED AS +_._,.K, LOADS SHOWN ARE IN ADDITION TO THE TYPICAL LOADING 24G 2N 17.16K 24G 2N 17.16K 24G 2N 17.16K 24G 2N 17.16K P.J. * LOADS DUE TO SNOW DRIFT ARE NOT INCLUDED IN UNIFORM LOADING _ _ _ _ _ _ SHOWN ON PLAN AND SHOULD BE ADDED CUMULATIVELY TO THESE VALUES 1 I i 1 56,1 1 1 t , , 30K10 (250/500) - atik * ALL JOISTS SHALL BE CAPABLE OF SUPPORTING AN ADDITIONAL 500LB POINT / 10'-0" ! o S6.1 0 o 5 56.2 LOAD AT ANY TOP CHORD PANEL POINT IN ADDITION TO ALL OTHER LOADING r` SI i �i I I I S6.1 * ALL JOISTS SHALL BE CAPABLE OF SUPPORTING AN ADDITIONAL 375LB POINT N A LOAD AT ANY BOTTOM CHORD PANEL POINT IN ADDITION TO ALL OTHER LOADING 0 0 0 0 o 0 0 0 a 0 AO _ O * STEEL JOISTS AND JOIST GIRDERS SHALL BE DESIGNED FOR O oI 1 a I N 0IN N v'1 iK10 (250/500) AN 7.5 PSF NET WIND UPLIFT LOAD U.N.O. 111 Lo O MI 0in M 0co I 1 0cNi NI NI c=� ' - _ , �o * DESIGN STEEL JOISTS FOR A TENSION AND COMPRESSION FORCE OF 5.1 K DD. v1 �, I vl r i 1 v + i I �t N 01 VI 7 OI (ASD) DUE TO SEISMIC LOADING U.N.O. O I O , I 01 , I O O O) O a 0 Y I ,-- I Y 'I I- Y Y j M - M M L _ _ _--J 0 1 _ ___ _ 1 ro 0 I I L J r07 0M ►`i _o * DESIGN STEEL JOIST GIRDERS FOR A TENSION AND COMPRESSION FORCE OF I 1 1 I I I I I I 3 ., 16.6K (ASD) DUE TO SEISMIC LOADING U.N.O. ARCHITECTURE p * STEEL ROOF JOIST INCLUDING NAILER BEARING SEATS SHALL BE 5 1/2" HIGH AT - 30K1 (250/500) ALL "LH" JOISTS AND 5 1/2" AT "K" JOISTS. STEEL GIRDER SEATS SHALL BE 7 1/2" HIGH ENGINEERING' U4 LANN [NG I I I 1 I t 1 I IIF * AXIAL LOADS INDICATED IN TOP CHORD OF JOISTS/GIRDERS ARE WIND. THEY 10 o P HAVE BEEN FACTORED PER APPLICABLE CODE SECTIONS TO ALLOWABLE STRESS (ht T ER L O R S �� LEVELS, WITH NO ADDITIONAL STRESS INCREASES ALLOWED, DESIGN JOISTS/ 8 GIRDERS FOR THIS LOADING IN ADDITION TO ALL OTHER REQUIRED LOADS i i 1 i 1 I i I i 15895 SW 72ND AVE SU7727: * BRIDGING AT JOISTS NOT SHOWN FOR CLARITY. JOIST MANUFACTURER SHALL PORTLAND, OREGON 56.1 all 30K10 250500 TEL : 5 0 3 . 2 2 6 . 1 2 8 5 ( / ) PROVIDE BRIDGING PER LATEST STEEL JOIST INSTITUTE REQUIREMENTS PROVIDE -0 1 .16K 1 .16K 17.16K 1 .16K 1 .16K J16K 1 ,16K _� , .16K 17.16K ®OPP _ COL. 3 ADDITIONAL LINE OF HORIZONTAL BRIDGING NEAR END PANELS AS REQUIRED F A X : 5 0 3 . 2 2 6 . 1 6 7 0 24G 2N 17.16K 24G 2N 17.16K 24G 2N 17.16K 24G 2N 17,16K P.J. FOR UPLIFT DUE TO WIND. CIDAINCCOM �� 1 4 * LIMIT STEEL JOIST AND JOIST GIRDER TOTAL LOAD DEFLECTION TO L/180 6.1 ga - LIMIT STEEL JOIST AND JOIST GIRDER LIVE LOAD DEFLECTION TO L/240 I I ^I i I I I IS6.2 0 56.1 WV * CAMBER JOIST AND JOIST GIRDERS PER SJI SPECIFICATIONS l 1I I 18 - - -11 30K10 (250/500) - - FOR JOISTS/GIRDERS ADJACENT TO EXTERIOR WALLS PROVIDE NO CAMBER OR 0 O NO NI I �1 I I I CAMBER FOR ACTUAL DEAD LOAD AT TIME OF EDGE ANGLE ATTACHMENT TO WALL. 56,1 LOW - 0 0 Lo * COORDINATE SPRINKLER SYSTEM LOADING WITH SELECTED MANUFACTURER o NIN 0 N _0 N N o * JOIST MANUFACTURER TO DESIGN FOR ADDITIONAL LOADS FROM MECHANICAL UNITS �t 01 . .I MI d-I I . .I st-I NI-I 10 .- \. \ _ 0 PRIOR TO MANUFACTURING JOISTS 14 O Y o 0 0 0 0 0 56.1 8 N N N N N to N HIGH v v .� v , v v v - - _. .- _ - r _01 -- - --- I 01 I I I 01 I I _01 0_I 0 1 30K 1 O (250/500)0 0 oI9 ��j I 0 1 I 0 1 I 0 0 1 D z 01 NI M L J M J OM L J0 0 M M S6.1 1 0 I I I I I I D 7 ROOF FRAMING NOTES: iii.. w 30K10 (250/500 * COORDINATE ALL ROOF SUPPORTED EQUIPMENT WITH CONTRACTOR PRIOR 0 > 1 1 1 I I I I - - - - - - B - TO FABRICATION OF JOISTS AND GIRDERS. PROVIDE ADDITIONAL FRAMING c > _ AS NECESSARY. PROVIDE SHOP DRAWINGS SHOWING EQUIPMENT SIZE, 0 Q ai Am - 0 A WEIGHT AND LOCATION. V" = O mw.1111111111111111r 56.1 1M I I i 1 * BRIDGING AT JOISTS NOT SHOWN FOR CLARITY. PROVIDE BRIDGING AS Z l- _ __ ___.__-__-w-_ _ _ 3.9 SPECIFIED BY JOIST MANUFACTURER.--COORDINATE BRIDGING LOCATIONS -- I I I I 96 -------- WITH SPRINKLER MAINS. U a0 `7czr� ------ '� ---- 1 1 1 1 I 1 1 * FOR ROOFTOP ELEVATIONS SEE ARCHITECHTURAL SHEETS = ILLI Z t: ---- I _ 1 I I I I I I i-------- F.O.C. ' N.0 * COORDINATE LOCATION AND WEIGHT OF ALL SPRINKLER MAINS I j 1 13 i 12 g ! 10 11 6 10 I LARGER THAN 3" DIAMETER W/ JOIST MANUFACTURER PRIOR Z (f) �. a< I I 56,1 I S6.1 S6.1 I I 9C 9A I TO FABRICATION OF JOISTS AND GIRDERS U I- 10 m to 0 56 2 56.2 I La Z CO O I LO CC I- NORTH 1 ROOF FRAMING PLAN I,.1 S1.3 1/8" = 1'-D" 0 0 Ilm". z LEGEND F.O.B. FACE OF BUILDING COL. CENTER LINE OF COLUMN 28LH(450/225) SNOW LOAD (PLF) TOTAL LOAD (PLF) PSF GIST DEPTH ROOF FRAMING PLAN 0 'w INDICATES ADDITIONAL SNOW DRIFT m. . S'13 ��� *�`' .r DRIFT PSF LENGTH A 13 4'-6" LENGTH B 15 5'-3" JOB NO. 130184.01 0 2015 ODA,P.C./CIDA ALL RIGHTS RESERVED 11111111111111111.11.1 0 0 0 D 0 0 vouteektip LEGEND , 1 , , ��, 127 —O F.O.B. FACE OF BUILDINGt , . �, 25'-0" , 25'-0" / 25'—O" / 20'-0" j 32'-0" c. COL CENTER LINE OF COLUMN 4017#Arir f r c3 � 25'-0" f �i G,Q •. 3,Io° , - N. o -4' o 'iS D. GAG` A a a a a L,_ KEYNOTES [EXPIRES: ,41(77 I c/ `.) p SUBPURLIN TO SUBPURLIN STRAPPING: ��4 Gc0 F.O.C. N. O SIMPSON CS14x3'-0" WI (10) 10d EACH END C CO I I 140 SPACE C� 8'-0" O.C. 0 FIRST JOIST & ® 16'—O" O.C. CO SECOND JOIST o1,3; 3 o N 5 � PROVIDE 3x FRAMING AT STRAPS. `�' N � ��`' N N � o p r7 SUBPURLIN ilip-' 41 TO SUBPURLIN STRAPPING: `�' �; 0 SIMPSON CS14x3'-0" W/ (10) 10d EACH ENDSPACE „� a `y PROVIDE@3x' FRAMING AST SITRAPSOIST & t 12'-0" O.C. COSECOND JOIST Z a ¢ o w M C.) > w <C -, 0 0 ••• lO. PROVIDNAIL E 4OxOBL4D 0CKINIGDPERWDETAIL 3/S6./ (2) ROWS OF 10d'S CD2 " O.C. z oPn Li 0 \&.aw a 1 0 JOIST TO JOIST STRAPPING, SIMPSON CMST16x2'-3" W/ (14) lad EACH END w > o r �� 16 i i i i i i a o z vC`'i F-- i I L J L J • -,.,M� L m 0 G) -- -- ----� 'I 1,.1 m < cn q I O C , w x N Z Lu 0_ Q Lai tJ 0 z x E o h- a ° .-- v._ 1 . • w w . c w o w vn 0 o o a m a. o o ¢ ► / ROOF NAILING SCHEDULE 0 0 ZONE EDGE FIELD DIAPHRAGM NOTES — a I I ° I IiI COL.° a N.---- 2 - P.J. 1 10d 0 4" O.C. 1Od 0 12" O.C. BLOCKED 0 0 10d ® 6" 0.C, 10d Q 12" 0.C. BLOCKED - 0 ROOF NAILING SCHEDULE NOTES: 1) 3x FRAMING REQUIRED AT PANEL EDGES x ca �- Ilek _ 1 I 1 1 15 i i t i i C I i t I "r0 ID 1 1 M CJ I 1 1 1 1 I1.11 L J L J - Ali _ •RCHITECTUR 3 1 = IN ERIOR 15695 SW 72ND AVE SUITE 200 © © PORTLAND, OREGON 97224 TEL : 5 0 3 . 2 2 6 . 1 2 6 5 _ COL, _ FAX : 5 0 3 . 2 2 6 . 1 670 Q I ° I I I ° \--O P.J. 0 W W W . C I D A I N C . C O M Nk , 14 — r --i 1- --1 20 CII , $ Z t i I I i i i i �� ► r) L J L I L J Ili p Q Ugi 1 . \ W 41610 0 E 4111, 4 " '44 ce IIP (Or rel e0k,IllhdlhdlhdP = 0 \ ____________r___ 3.9 9B________________________________________________________ ___ ___ ___ ___ ___ ___ _ lo, re o m uji Z . ...... E F.O.C.— sL Z Il J 13 t 12 Clij 10 ! 9C 9A ; g <IC fCe I I i I Q , , I I I I I I ZFI'CO Q a. 1 LO CC 1"" NORTH 13 ROOF NAILING PLAN €11 0 W z ROOF FRAMING PLAN 81.4 JOB NO. 130184.01 ©2015 ODA, P.C./CIDA ALL RIDERS RESERVED ° A 0 E==3 0 0 I 0gaww -=�- _ 1■■■i �_ �er �.riili -M ___. /111b, MUNE BUM 1111 . .� -- EP/somoninimminwi O © • �... L1o4III1IIL anownw ***IiirptivrAMOVI mill Ow MEM 0 — 0 = 0 11:1 0 IIIMNII IIIMMINIIIII 06b e 0 • iv REINFORCING PER i mom �' .", Clip)._ +3' Q. G� A . WO . 0 1 EXPIRES: ' C/1 , _ NM • • ;• —n ���■11����•��, ______ 1�1■�rl�1�t•ImI�I . -� irim1�1N111����u■�•w►1•••0 ' ` O ; mili ` 6 0 REINFORCING PER ilow ��44410 0 a, <0 sI U f 1 i r . i11w��1Mr'1•���N rem! --iii1r111IIMIrM■1 O o 0 0 . 0 0 0 r i �i -. CNI a O NO ^ O -� �� .moi _� NN tj r•s • • o �.�� = 116Ala e ---=aPlikoIPq---- IP =moiAMIN . IMINIIII CSI CV NO O ryiIII • V ilir ..�. NNW 1=1•1111111n 1111,4=1 =MI r.-.i►' = M111111111111111 A�•sr•• rte. r�. k71111r M — D LLI LLI W S. 0 ,..,.... . U IX AMER NM= 0 MM. a ' 11r iIIIIIMINI �i = 0 0 Q < V } Lei Q MUM MI 111101M O w • - i ��� MI Ali (f7 1 ' w 01:\_1LI0 ti A t I n _-f > 96 A �cLo P N D Q 52 Z N I_ c".15 ~ Z WEST INTERIOR ELEVATION NORTH INTERIOR ELEVATIONEll W ca Z I- D= [/,), W L1' Z W 0101/8" = 1'-0" (PANEL THICKNESS = 7 1 j4"} 1/8" = 1'-O" (PANEL THICKNESS = 7 1 j4"} cL a z "' Q W 0 o �ILI m � 0 0 a co Wy .- c� t') it) to h ) a o 0 0 o 0 0 o o a E miros 0 0 .. ' REINFORCING PER , ‘ , AIL 0 I mom. Immo , EOM I U 0 0'� STTIIIIIIIIIIII AIM' /■■\MIMI : I' 1 .= 0 0 MIS E1. L /■fit ,.■■ ■■■■ REINFORCING PER `�� E■■/ ' ■■I VIM ��■/ 12 1 O i` 0 . • ' :I1 MOM.... IIINIMM0IIIIIIIIN ,,,, .—� / MINIM 0 0 0 1111111111111111111 MEM . .�� 0 -- wa .•�. . I ..�MEM ARCHITECTURE 1111111111111111=•.l• .moi y MUM 11111111111111•11 1..1. - ENGINEERING I PLANN [NG (9,), 9C 10 in 12 13 0 14 15 16 NIER[ORS 15895 SW 72ND AVE SUITE 200 PORTLAND, OREGON 97224 EAST INTERIOR ELEVATION 4 SOUTH INTERIOR ELEVATION TEL : 5 O 3 . 2 2 6 . 12 8 5 FAX : 5 0 3 . 2 2 6 . 1 6 7 0 S2. 1/8" = 1'-0" (PANEL THICKNESS = 7 1/4") 82. 1/8" = 1'-0" (PANEL THICKNESS = 7 1/4") WWW . C I D A I N C . C 0 M 4 0 2 1 KEYNOTES I . I 0 (6) #5 VERTICAL REINFORCING E.F. EQUALLY SPACED ® Nir 0 (5) #5 VERTICAL REINFORCING E.F. EQUALLY SPACED 1C5( i Q (3) #6 VERTICAL REINFORCING E.F. EQUALLY SPACED - 0 I I I0 Z 0 (6) #6 VERTICAL REINFORCING E.F. EQUALLY SPACED I .. ----)1 ! 1 r 0 (3) #5 AT 8" O.C. VERTICAL REINFORCING E.F. EACH SIDE OF \ / \ / DOORWAYS, TYPICAL VERTICAL REINFORCING REMAINDER OF PANEL LI- 5 60##3 x II n TIES © 6" O.C.--EXTEND 2'-0" ABOVE & BELOW OPENINGS Lii S5.2 E F0 0 Wj REMAINDER ® 24" O.C.--SEE DETAIL 5/S5.1 O (--- ‘ �. / 0 #3 x.I II TIES © 8" O.C. FIRST 4'-O" FROM EA. EDGE OF p 0 ce "Q t rr OPENING Wj REMAINDER ® 16" O.C.--SEE DETAIL 7/S5.1 t,�.. _ _ / 0 (2) #5 HORIZONTAL REINFORCING E.F. AT 9" O.C. Z ���� ° REVEAL/EMBRICK PER ARCH. Uci Igor ce E 0 ROOF LINE V) 111111. 3 0 (4) #5 VERTICAL REINFORCING E.F. EQUALLY SPACED o0 -� U I I r<, En 4 • n 18 19 5 ) 20 'S� Z W Q In Cr 9INTERIOR PANEL SOUTH ELEVATION0W 1/8" = 1'-O" (PANEL THICKNESS = 7 1/4") 111— Z PANEL GENERAL NOTES PANEL ELEVATIONS DEPICT REINFORCING FOR TYPICAL PANEL * WHERE ONE LAYER OF REINFORCING IS REQUIRED, PLACE * AT LOCATIONS WHERE SPECIAL REINFORCING IS NOT NOTED TYPES. SUBMIT SHOP DRAWINGS FOR ALL PANELS INDICATING VERTICAL REINFORCING IN CENTER OF PANEL WITH HORIZONTAL ON ELEVATIONS PROVIDE THE FOLLOWING MINIMUM REINFORCING: EQ, i,EC).1, REINFORCEMENT NOTED ON PLANS, ELEVATIONS, AND DETAILS, STEEL TOWARD OUTSIDE FACE. VERTICAL REINFORCING--#5 0 14" O.C.. AT CENTERLINE OF PANEL. AS WELL AS ANY ADDITIONAL REINFORCEMENT REQUIRED FOR WHERE REINFORCEMENT IS SPECIFIED IN EACH FACE: HORIZONTAL REINFORCING--#5 0 14 O.C. TIED TO CENTERLINE LIFTING OR INSTALLATION. - PROVIDE 1 1/2" CLEAR TO EXTERIOR FACE OF ALL PANELS VERTICAL BARS LEGEND 11 WITH REVEAL. A PANEL LEG IS THE DISTANCE FROM THE PANEL JOINT TO THE SEE ARCHITECTURAL DRAWINGS FOR PANEL OPENINGS AND PROVIDE 3/4" CLEAR TO EXTERIOR FACE OF PANEL PANEL PANEL DIMENSIONS EDGE OF THE NEAREST OPENING OR THE DISTANCE BETWEEN PANELS WITHOUT REVEAL. PANEL OPENINGS--SEE DIAGRAM: A GRID LINE NUMBER LEG - LEG /LEG, PANEL ELEVASTIONS * - PROVIDE 3/4" CLEAR TO INTERIOR FACE OF ALL PANELS. PANEL ELEVATIONS SHOWN ON THIS SHEET DO NOT SHOW ALL - WHERE HORIZONTAL AND VERTICAL STEEL ARE PLACED * THE PANEL REINFORCING SHOWN ON THE STRUCTURAL n PANEL NUMBER TYPICAL PERIMETER REINFORCING WHICH IS SHOWN ON DETAIL AT EACH FACE BEND HORIZONTAL BARS INSIDE VERTICAL DRAWINGS ACCOUNT FOR SERVICE STRESSES WHICH OCCUR 3/S3.2 AND IS IN ADDITION TO REINFORCING SHOWN ON THIS BARS MAINTAINING ABOVE CLEARANCE AT ALL OTHER .1 SHEET LOCATIONS. AFTER THE BUILDING IS COMPLETE-- THE CONTRACTOR SHALL 82 SEE DETAIL 3/S3.2 FOR LOCATION OF PANEL REINFORCING DESIGN AND PROVIDE ADDITIONAL PANEL REINFORCING AND 0 KEYNOTE SEE SPECIFICATIONS FOR CONCRETE AND REINFORCING STEEL STRONGBACKS AS REQUIRED FOR LIFTING, ERECTING, AND REVEAL CONDITION JOB NO. 130184.01 REQUIREMENTS AND FOR MINIMUM CONCRETE STRENGTHS AT * OTHER STRESSES WHICH MAY OCCUR BEFORE THE BUILDING AI " W/ REINFORCING TIME OF PANEL LIFTING AND AT 28 DAYS SEE DETAILS ON SHEET 53.1 AND S4.1 FOR ADDED REINFORCING AND IS COMPLETE ■■■ #5 014 O.C. E.W. PANEL 0 WALL 0 2015 CIDA,P.c-IaDA AL RIGHTS RESEW@ EMBEDDED ANGLES, PLATES, ETC. 1■1, BLOCK OUT AS REQ'D 1 1/2" TYP. :kic.,7STEEL TUBE--SEE / FOUNDATION PLAN0+,./<" 4+��101:13tr. ♦ BASE PLATE PER TABLE NOTE: ALL EXPOSED STEEL BELOW GRADE �,a. 1 N !frI'��� SHALL BE COATED WITH ASPHALTIC EMULSION. C ' SHIM UNDER PANEL AS REQUIRED FOR LEVEL CONTRACTOR OPTION: 40" ;jr , . .• PE BEARING--GROUT SOLID ALONG PANEL AT FTG. DRILL & EPDXY #4 x LONG--EMBED 4" �/r ♦ # FOR FULL BEARING ON FOOTING U.N.O. AT 2'-O" O.C. 1'` 9. r, • 1/41/ \. / STEEL TUBE SEE FOUNDATION PLAN _j__1 0. #4x12"I AT 2'-O" O.C. f G,Q r '•. �3 jog , g,L 4o" 8 D. GP4 BLOCK OUT AS REVDer c� STEEL BASE PLATE---PROVIDE EXPERTS: '' .i ( o8 SHIMS AS REQUIRED -� CONCRETE SLAB—SEE PLAN FOR REINFORCING �I� 1 1/2" NON-SHRINK GROUT 141© <0 REBAR TO MATCH AND LAP HOOK BARS-- CONCRETE SLAB--SEE PLAN FORGRADE BEAM--SEE FOUNDATION PLAN EXTEND THROUGH CONSTRUCTION JOINT o REINFORCING TOOLED EDGE--1/8" RADIUS • FULL DEVELOPMENT LENGHT o0 a cv N o a o 0 CN J-... CONCRETE SLAB CONSTRUCTIONicc N n n NCNI 1 2" DIA. 5MOOTH BAR x 1'-6" ® ` •• "."--- 7 JOINT AT CLOSURE } J Q CNI 1/8" WIDE SAW CUT OR TOOLED 2 -0" O.C.--GREASE AND WRAP OR CONTR. OPTION: USE EPDXY SLAB Q cr n m m w = ,t JOINT W 1 1 2" DEPTH z IZ $$ } .D ❑. m / / PLASTIC COVER ONE END. O 0 ANCHORS OR SIMPSON I, • • • • • < z ¢ o m i (PICK JOINT DEPTH FROM TABLE BELOW) o°°�obo STRONG BOLT WEDGE ANCHORS Q ¢ p O v -a w —III—I TO MATCH SIZE AND EMBED po�$°o off; o$ ao*;Fo$ " " \ z o 1- 3 TYP. Lu a_ - < _ - CALLED OUT IN TABLE FINISH GRAD R •t L4x4x3/8 xl'6 W/ (3) 5/8" u, Lu 1 1/2" CLR. TYP. Lu _ `' `�` ao DBA AT 7 1 2" O.C. 1- / NOTE: AT CLOSURE SLAB \ Hu FF ____'_ SEE DETAIL 4 S3.1 FOR REINF. LLi II —JI I I—I I I-44T .°� •4th' --- / IE : fl. •� TI f 1 -I Z III I II ,I I k- . 7-=Illi III I 1 1/2" 7 1/2 ' 7 1/2" 1 1/2' w CL C \ O,��o M� ACROSS JOINT `\ • c II 1 It M 1/2"xl 1/2"x9" '� * )1 j I o \ c�p0�•�• o p ' ° oA v a ±1" GROUT Ii 1 ri L ° �?,°o ��• CLR.1 /2"TYP. 1/4 9„ ` ,.-FOOTING PER PLAN \ < oEin o v`'icc cn — II—III— f=111--- L CONTRACTOR ALTERNATE: �� \ m � oo IT U R1/2"x3"x12" W/(2) 5/8"0x10 1/2" DBA AT 8" O.C. n z Ir m 0 I a —1 I—I USE PNA DIAMOND DOWELS CO Q w z z 19" O.C. COLUMN BASE PLATE ANCHORS ,`� © w o w in HSS 5x5x1/4" R 1/2x11 x11 (4) 3/4" "J" BOLTS W/ 8" EMBED • • • • ! D o r.S a c a_ (..) o „ " .1 In 11 HSS 6x6x3/8" R 1/2 x12 x12 (4) 3/4" J BOLTS W/ 8" EMBED (/) - cV M d- u] t0 h co /7617— CONTROL 16CONTROL JOINT--REINFORCED SLAB0 CONSTRUCTION JOINT INTERIOR COLUMN TO FOOTING CONN. 4 PANEL TO FOOTING CONNECTION 3/4" = 1'-0" 03300-02 3/4" = 1'-O" 03300-03 3/4" = 1'-O" 03300-10A S3. 3/4" = 1'-0" 03470-03 / 1/4 N SIM. CONDITION: 33 SIDES OCCURS AT END OF INTERIOR WALL PANEL 1/41/ SEE 12/S3.1 FOR SIM CONDITION WALL BEYOND WALL BEYOND # GRID - CONCRETE WALL PANEL-- 'No 1I GROUT SOLID BELOW, TYP. CONCRETE WALL PANEL rtig + + f nilli:11( &1 FOOTING--SEE FOUNDATION PLAN STEEL -- 7 AFTER WELDING COAT WITH WALL THICKNESS 1/2" CLR. COL. SEE ASPHALTIC EMULSION (TYPICAL) PLUS 4" FOUNDATION PLAN 61. 36" #4 DOWELS AT 12" O.C. x 12"r- I 'f AND BOLTS PER 3/S3.1 A-A Ell ARCHITECTURE 36" CONCRETE SLAB ENGINEERING - - - - - - - - - - - - - - —h- - . CONNECTION AT FOOTING #4 DOWELS AT 12" O.C. x 12" ` 11) PLANNING I TOOLED EDGECONCRETE SLAB TOOLED EDGE CONCRETE SLAB L.- FINISH GRADE FINISH GRADE i I P INTERIORS SLOPE DOWN 1/2" A /11111111111111 * • • f • • • • • • ,-G IIIW 15895 SW 72ND AVE SUITE 200 . . CONNECTION PER 4/S3.1 U.N.Q. —� �---� I I!� — F1N RA PORTLAND, OREGON 97224 :r — - - — - — - — - — \ JOINT • I • o` sAt.). . 5 '°.ro +, $ CONNECTION ® PANEL END BEYOND • I • ` 'o a�t,,:l$ ..,e ,; S$ r CONNECTION ® PANEL END BEYOND i —15 � �T- I vs do0$;.26$ 'Ooo�;�o: " TEL : 5 0 3 . 2 2 6 . 1 2 8 5 • • I 8 Po, r d�a SEE DETAIL 4/S3.1 I I o •• p°ooC1 SEE DETAIL 4/S3.1 :111=111=111= �•. ab ° a.: * 1 1/2 NON-SHRINK F A X : 5 0 3 . 2 2 6 . 1 6 7 0 • Q] •4f°� p• Q7' ; • •Ctr ZI 1— i 1 1-1 I.---.-1 � � • •- GROUT W W W C I D A I N C C 0 ISI I KII=TI 1= r1= I I I— _ — - -III—I l , ±1" GROUT I -III—I ±1" GROUT —III-1 I 1—I FOOTING PER PLAN •J• •J• H II - - - - - - • - - - - - - - —\- - CONNECTION AT FOOTING FOOTING--SEE FOUNDATION PLAN FOOTING--SEE FOUNDATION PLAN k\ • 1 II • II • 7 r7 LL, LL, LL ..;/.\— 3" CLR. • • • 3" CLR: • H • • • • • • • • CED WALL/FOOTING PLAN s CONC. FTG. @OVERHEAD DOOR OPENING .7 CONC. FTG @ PERSONNEL DOOR OPENING s COLUMN @ WALL PANEL Z S3. 3/4 " = 1'--O" S3. 3/4" = 1'-0" S33/4" = 1'-0" OR STOREFRONT S3. 3/4" = 1'-0" ILL 0 w y 1'-6" y0 O < SQUARE PLINTH Ct O GRID Z CC = O Q. CONN. 1'-6" 016 O H .. f \ AFTER WELDING COAT WITH �'�' r0 N Z ASPHALTIC EMULSION (TYP.) -----�— y limm 4ci Z z I SIMPSON CB5-6 0 (n }- (HDG FINISH) 1 COLUMN PER PLAN U IX 0 L Iiii LoO 'i' 31 R AND BOLTS PER 3/S3.1 3 (D o_ - 0 GRID SEE 8/S3.1 FOR COL. TO Z CO a T -.- (2) #4 TIE AT TOP OF PLINTH in �__ PLATE ATTACHMENT \ - - WALL PER PLAN .,,c4- __ #4 TIES @ 10" O.C. 0: fit'-'° 11\- ") I SLAB WHERE fSLAB PER PLAN 3 1/2" I B OCCURS -�/- I-I. 0 - - - - - - - - - ' � CONNECTION AT FOOTING L- Z f + pip p p • • • WALL ,��aQO�pO�.fvO H°°p �. 00 0 ? EQ U.N.O. EQ U.N.O. CONNECTION PER DETAIL 4/S3.1 -"a: ° (i** 9b%.4* 1* ;�, �` • ■ COL / / / 1 r--Ti 1—I �— FOOTING 2/53.2 # 4 --1 1 I--III 1 1 2" • ; � SIDEWALK PER 1/2 CLR. / I\---- "\\\,..\ • ,\ • • CIVIL DRAWINGS TYP. V FOOTING (SEE FOUNDATION PLAN) IL. 1-1 I E I I iI CONCRETE WALL PANEL--GROUT co\ 1.-L 1= FOUNDATION DETAILS SOLID BELOW, TYPICAL in 1 #4 DOWEL AT EACH S3.1 3'-0" CORNER OF PLINTH 9 WALL/FOOTING PLAN AT CORNER 10 INTERIOR TILT WALL AT FOOTING 11 COLUMN AT F OTING (4) #4 EACH WAY 12 INTERIOR COLUMN AT FOOTING JOB NO. 130184.01 83. 3/4" - 1'-0" S3. 3/4" = 1'-0" S3. 3/4" = 1'-0" S3. 3/4" = 1'-0" ©2015 MA, P.C./CDA ALL RIGHTS RESERVED 1.111111.11111111*;4fle ,,iRLCT[:p4, ____vA__ -,,c,":1,E • 17,..?.. • •7-SLAB PER PLAN /i,, 6, '- 13,�.an SLAB PER PLAN �� TTS D. G�'� / STUD WALL PER PLAN i ' [EXPIRES: -/efr7 HSS5x5x3/8 ��© BASE PLATE--PROVIDEr`FOOTING REBAR PERILSHIMS AS REQUIRED CNJ oN Q o oN NTIES PER SCHEDULE SCHEDULE1 1/2" NON-SHRINK GROUT5LAB/FOOTING PER PLAN 2CLR 7- FOCOHEIDULE EBAR PERSLAB/FOOTING PER PLAN j amwm2„ CLR f_•_._.\\\\ • 7._ • • •2CLR 2" CLR )/ oI_ 10IIII/STEEL m L`i • • • • — • • • o I I I I 7 • •s •• •• 3" CLR \ I II II z w 11 l! o 3" CLR �� . . J 2 -6 m zov~i tx 2'-O" w } © :c2c. ~- zo if' \ 'f / 3'-0 TIES PER SCHEDULE z r� a a 4'-0„ D 0 � < m a 0 -4P-- / / D o mLLI U o a- ao a v) 0 - N re") U'7 co I-- v0 1 STUD WALL FOOTING GRADE BEAM B GRADE BEAM C 4 ENTRY COLUMN FOOTING . 1" - 1'-0" 1" = 1'-0" 1" = 1'-0" S3. 1" = 1'-0" (2) #4 CONT. @ TOP OF WALL ♦,,. e--- / cD • • • / \/ \ \ Ui • �°�,°c•��� a�,,d��.�� '$gad� II 111 • } 1 PAVINGn'll z 61 >., • ARCHITECTURE o ENGINEERING 1 PLANNING 6" CONCRETE WALL WITH #4 Q 12" O.C. INTERIORS • E.W. WITH STD 90 DEG. HOOK--INSTALL AT RAMP SIDE ONLY 6" CONCRETE WALL WITH #4 ® 12" O.C. 15895 SW 72ND AVE SUITE 200 E.W. WITH STD 90 DEC. HOOK--INSTALL PORTLAND, OREGON 97224 \, AT RAMP SIDE ONLY L . 1 - FAX : 5 0 3 . 2 2 6 . 1 6 7 0 W W W . C I D A I N C . C 0 M Cff • 1 • • I cc Q U 1 I - \ 8" 6„ 2'-8„ (B) / / / 3'-10" (D) / 6 (011 C9s WALL DETAIL Z S3. 3/4" = 1'-0" ILL 0 w a0 0 a IX Z CCz o 1_ o W z ix 163 F.. 3: :5 0a U cC 1_ LOQ (.p CL z CO 0 CC W I- z FOUNDATION DETAILS S3.2 JOB NO. 130184.01 © 2015 C1DA, P.C./C1DA ALL RIGHTS RESERVED 1.111111111.111111.0 9" 1' t iii 7" ` , • y • �1 r► ,,�t,.„. 1 N �f/ � {2) #5 @ 3" O.C. ,�• (2) #5 @ 8" O.C. t � � #5 A706 GR. 60W CONT. CHORD �1.6 ROOF LINE �� �� -4- • h 8" 8" / (1/4} 4 1/2" TIE REINFORCING @ 4" Q.C. *' PE ;�: � ' .� ' (SEE SCHEDULE FOR QUANTITY) LA j ,► / TENSION TIE REINFORCING--SEE . /16V # /16V " 3 DETAIL 3/S4.1 : I ♦ ,. ,....„, __ r -_ '_==_ 2 - 54.1 Cr,A •. 13,'1�Q �, ,-,P 1/2"x3"x6" L 3x3x3/8 x 1'-0" 4„ TIS D. c31 A CONNECTION A CONNECTION D to , . =.7.a= M E 'Zt--- r : ini -\\_ PLASTIC SLEEVE OVER CHORD 0 -- 1 1 �, 1 10„ 14,. co I X444 < �+ / / , BARS 3'-0" AT EA. END TYP. T (2) #4x4'-Q" LONG AT CORNER to to n *„� (2) #5 @ 3" O.C. 10 1/2"Ak / L2x2x 1/4 x 1 -4 OF OPENING--IVP. (� EXISTING 0 a 0 o �'` 0 N o _. AND FUTURE OPENINGS. N `� N N a N 2'-0" TYP. 1 xi -1 1 fN r N o 0 ri . i 63 j / (2)#5 AROUND OPENING--EXTEND } J N 04 N z 7 / I/ 2 -0 PAST OPENING--TYP. © EXISTING c ce = w i,.i v L 2x2x3/8 x 6" LONG °` "- -,, ' �.. I , SCHEDULE OF �/ \I 1 z a z ,- CONNECTION -/ AND FUTURE OPENINGS. ¢ o- < o } m � � B x 9" @ SIM. V QUANTITY OF' BARS - -� y N. (2} #5 @ 8" O.C. ELEVATION TYPICAL U.N.O. (2) I V _WrUP PANEL EDGE--TYP. zi CONNEC - A CONC. W�P 1/2"x3"x12" • • 7 <> < 1 12„ DRYPACK AFTER WELDING L - '- I W G q Z Z \2" MIN. `y/� ' I 1 i 0 I >z o a o - A SECTION A-A v) z a Ce o n_ w 0 0 PLAN DRYPACK AFTER WELDING W 0 0 aa.. CO 0__ 0 a in (n r N Pr) Nt til t4 N CO 1 WELD CONNECTIONS 2 WELD CONNECTIONS 3 TYPICAL CHORD TIE 4 TYP. PANEL REINFORCING W/ TENSION TIE 84. 3" = 1'-0" 03470-20 84. 3" = 1'-0" 03470-21 S4. 1 1/2" = 1'-0" 03470-256 4. 1/8" = 1'-0" 03470-26 Ark SPECIAL REINFORCING-- OOF LINE CONC. WALL PANEL SEE ELEVATONS SHEET M wto I- I 0 ;,� w -- ::::::::Na - _ - - - _ CONNECTIONS I0EREINFORCING--SEE\ .7", DETAIL 3/S4.111 EXTERIOR INTERIOR c LU 1 1/2" CLR. w w _- TENSION TIE REINFORCING--SEE - c DETAIL 3/S4.1 - - w` 34„ ARCHITECTURE 3/4" CHAMFER - TYP. « ELEVATION - NOT TO SCALE 11) NGINEERING TIES W/ 90' HOOKS � (2NER \ ------ OF) OPENING--TYP @TEXCOT NG P__L A N 1•I N 0 --SEE ELEVATION FOR SIZE AND SPACING ,�►' FLOOR LIN AND FUTURE OPENINGS. CONNECTION BN T E R I O R S (CONTRACTOR OPTION: IT IS ACCEPTABLE 3/4" = INTERIOR TO USE CLOSED TIES INSTEAD OF (2) ELEVATION - NOT TO SCALE t Z; _ _ _ - - - - � (2}#5 AROUND OPENING--EXTEND • PIECE TIES) 2 ,f FP. 2'-0" PAST OPENING--TYP. @ EXISTING 15895 SW 72ND AVE SUITE 200 t CONNECTION A I AND FUTURE OPENINGS. PORTLAND. OREGON 97224 0 REINF. EA. FACE EXTERIOR INTERIOR � �\I I T E L : 5 0 3 . 2 2 6 . 1 2 8 5 td- Z --SEE ELEVATION FOR SIZE AND SPACING /\ ,'TT`- {2}#5 CONT. AT PANEL EDGE--TYP. INTERIOR FAX : 5 0 3 . 2 2 6 . 1 6 7 0 1 1/2 *v Ow- I I CONNECTION B WWW . CIDAINC . COM In / / CLR. I TILT-UP CONC. WALL PANEL � / io • • 5/3 6 I ••7 K.I FLOOR LINE • • • '} cc w �, • , • •a. CONNECTION B I I 0 �-_ 1. 1 --L - • ,_- -- 1 1/2/ . CLR. Z-----K. �� /'I ZINO.- in 3/4" MAX. REVEAL 3/4" DIA. ROUND BAR Zr: • • '"� PANEL LEG REINFORCING x 6" LONG 3/4" DIA. RxOUE" LONG (5/16)k3/4" CHAMFER--TYP. Crl SHEAR REINFORCING I PANEL CONNECTION @ EXTERIOR CORNER 7 TYP. PANEL REINFORCING W/ TENSION TIE CD PANEL CONNECTION @ EXTERIOR CORNER Z S4. 1 1/2 = 1 -O S4. 1 1/2 = 1 -0 03470-23 S4. 1/$ = 1 -o 1 1/2" = 1'-0" 03470-23 Uwe0 > 8 0 < CX o Cr 1— R N IX L L Z 11111M 0 < I-- in c" LAI z CO 0 CC r L I— z PANEL DETAILS 84.1 JOB NO. 130184.01 0 2015 CIA, P.C./CIDA ALL RIGHTS RESERVED 11111.11.11111.111111 FACE OF STEEL - ATTACH , 4:001111 2x6 OR XW/ SIMPSON 4 FLAT KZ2 CLIPS ING J'�' ' '� 111ID/ 7..r ,� --LOCATE BELOW STRAPPING / �f• , ."-- -./..-:-..1/2" (2 3/4" AT SLOTTED HOLES) " LI.? ' • PE " 7 :.--1 1/2" (1 3/4" AT SLOTTED HOLES) STRAP PER PLAN PLYWOOD SHEATHING PLYWOOD SHEATHING f„ , S FLOOR SHEATHING PER PLAN (12) 10d TO FIRST BLOCK 6 4' / / WELD SHEAR PLATE-- ,r)G,e, •, t3,�.00 ,� �� W/ *SEE PLAN FOR ESIG DESIGNATION MS 1. 'i3 D. GAG' A + SHEAR PLATE PER EXPIRES: ,�o � • SCHEDULE W k P.T. 4x12 LEDGER W (2 1/2” DIA. SIMPSON � � /r� + SEEA32TA BOLTS-- _---_—_—_____- TITEN HD ANCHORS W4 1/2" MISEE TABLE FOR SIZE 10d 6" O.C. EMBED--SPACE CO16 O.C. �14� <0 ._ 7.-) tn 17\ I.'.+ -- liz - T-T T-T- Tlif77 1 ..._ MIIIJIMPUMINIIJMNOWN•1111t (C) CO 3" 3" O N N N N N N 2 1/2" RETURN i • • ' i',4= t `� 4" NOTE: ANCHOR FOR HOLDOWN IS IN ADDITION } oCs12. o 747)N �j X z 1/2" CLR. TOP/& BOTT. Ill, �a TO ANCHORS FOR LEDGER—CONTRACTOR TO Q °; _ 516ril COORDINATE HOEDOWN ANCHOR LOCATION TO z ¢ a fl w m ce < JOISTS PER PLAN MAINTAIN MINIMUM 6" SPACING FROM LEDGER o o SUPPORTED BEAM SIZE PLATE THICKNESS WELD SIZE NO. OF BOLTS P.T. 4x8 LEDGER Wj 1 f2 DIA. SIMPSON ` ANCHORS z o W 8 OR W10 1/4" 1 4" {2}--3f4" DIA. TITEN HD ANCHORS Wj 4 1 " / / SIMPSON MITS1.81/16 HANGERS EMBED--SPACE CO 48" Q.C. �' W 12, C12, OR W 14 1/4" 1/4" (3)--3/4" DIA. W/ STIFFENERS TRUSS JOIST PER PLAN cc LJ W 16 3/8" 5/16" (4)--7/8" DIA. 5/8" DIA. ANCHOR BOLTS W/ HiLTI SIMPSON HTT4 AT 4'-0" O.C. W/ 5/8"0 DIA. EPDXY z W 18 3/8" 5/16" (5)--7/8" DIA. HY200 EPDXY Wj 5" MIN EMBED ANCHOR EMBED 5" WITH EPDXY ADHESIVE P GLU-LAM BEAM PER PLAN (INSTALL W/ A WASHER) N W 21 3/8" 5/16" (6)--7/8" DIA. -� V' 3/8" " 4x6 BLOCKING 2x6x21" BLOCKING EA. SIDE OF JOIST W/ 3 m 0 �' cn W 24 5/16" (7)--7/8�� DIA. " (3) ROWS OF 10d BOX NAILS AT 3" O.C. ``' , o N o z W 27 OR W30 1/2" 3/8" (8)--7/8 DIA. SIMPSON HTT4 AT 4'-0" O.C. W E m Q z , 8 Lu cc Co Q g 0' O W 33 1/2" 3/8" (9)--7/8" DIA. o z uj _ o a °" '- NOTES: 1.) ALL BOLTS TO BE ASTM A325 N. UNLESS OTHERWISE NOTED w Q w o w in 2.) ALL WELDS EACH SIDE WITH E70XX ELECTRODES. DO NOT RETURN WELDS. CONCRETE WALL CONCRETE TILT WALL D °� a �' °� 3.) HORIZONTAL SHORT SLOTTED HOLES ARE PERMITTED. 4.) BEAMS DESIGNATED WITH * ARE TO BE WELDED AS SHOWN ABOVE 1 STEEL BEAM CONNECTION 0 JOISTS AT GLB . CONNECTION @ WALL PANEL 4 CONNECTION @ WALL PANEL S5. 3/4" = 1'-0" 05240-09 1" = 1'-0" S5. 1" = 1'-0" S5. 1" = 1'-0" A 4x NAILER WITH 3/4"0 ANCHORSR 1/2"x19"x5 1/2" WITH 6" EMBED AT 24" O.C. (2) 3j4 0x6" HWS - -•••�- 4„ �� 0 -- I 0( 1/4" FULL DEPTH BLOCKING FIRST (2) BAYS FROM WALL 10 1/2" WITH (4) 3/4"0 x6" HWS 2')t ��®�—i R 1 2"x6"x5 1 2" © 32" Q.C. -- �J/ / / MSTC48B3 - 2 1/2" Ir-- i I,1/2"x6 1/4"x1'-2" --------3, (2) #6x6'-O" DBA _ /-CONCRETE TOPPING PER PLAN R 3/8" " x6xGLULAM DEPTH MINUS 1/2" , TYP• TYP. , W/ (2) 3/4" DIA. M.B.--SLOT END SHEATHING PER PLAN 1/4 � 1/4 r OF BEAM AS REVD, DAP BOLTS FLUSH i' lril 2" ON EXTERIOR FACE ANT A0 LSIMPSON MSTAM24 STRAP /1 I/ er , , / , / , 7 1 f 11 i - ENGlNEERIN 4x8 FLAT BLACKING 1/4 r I 11 TRUSS JOIST PER PLAN 1/4 r11 11 r•�---- 2 1/2",i2 1/2 - IZIXIMM ►" ) t1/4"x6 1 j4"x1'-2" EA. SIDE OF BEAM 2" VERTICALLY SLOTTED HOLE .<> -� '��'«--� 2 1/2" / -....- JOIST PER PLAN 3/4 0 0 0 0 0 --4 NTERIOR " 15e95 SW 72ND AVE SUITE zao THRU-BOLTS __ PORTLAND, OREGON 97224 ---U TEL : 503 . 226 . 1 285 ..\-WALL PER PLANes> . n----. ♦ FAX : 5 0 3 . 2 2 6 . 1 670 II CS14 II 1/4x7"x1'-8" ;/, .r.. .,1 „ I II II �} �} JOISTS AND SHEATHING « WWW . CIDAINC . COM / EACH SIDE OF BEAM „ NOT SHOWN FOR CLARITY g ♦, ___ri :ER/ (4)33/4'1 DA.xTHROUGH BOLTS . 1` ..•: • •I 3 II .. EXISTING CONCRETE WALL V • • .° r. . • a 1 . . ;I�. . . 41* : . .°, 41i. . .o.T I ..` + I I ♦ \\.....\-- 1 EDGEGOF WALLPLAN 3 ��77/ .MSTC48B3 I ♦ I I 9 A , / I II I I I GLULAM BEAM PER PLAN II E I I "" In jr I I I 41118 (15 -1%/d- A-- 11/2"x6 1/4"x7" 9 FLOOR TO WALLr-oi BEAM TO COL. CONNECTION WALL FRAMING WF BEAM AT END OF WALL 1" = 1'-o" S5. 1" = 1'-a" 1" = 1'-0" S5. 1" = 1'-0" Q1-1..-1 O Q cc" ce Z = O O CC � RAIL PER ARCH V r►, 6.3 GLB PER PLAN WITH EGQ5.50-SDS HANGER IJJ E fx FLOOR SHEATHING PER PLAN7 4x NAILER WITH 3/4"0 ANCHORS fj WITH 6" EMBED AT 24" O.C. � Z (/) F. LIGHT GAGE FURRING 3/4"0 THREADED STUDS AT 24" O.C. (2) 3/8" TITEN-HD WITH LIGHT GAGE FURRING WEB STIFFENERS 0 rx WALL PER ARCH. 6" EMBED AT 3" O.C. FULL DEPTH BLOCKING FIRST (2) BAYS FROM WALL WALL PER ARCH. I I 3I'm ilk} (� ' i JOIST PER PLAN CSA 32 O.C. JOIST PER PLAN • ` • • 1 R1" 4"x10" CONCRETE TOPPING PER PLAN LVL OR LSL RIM BOARD ZCO 0 4x NAILER I 4x NAILER II ' ,5 3/4�r 4" SHEATHING PER PLAN " JOIST PER PLAN �j ��� cc T" ' • • . • <> BEAM PER PLAN [W4 ♦ a (2) "3/8 0x5 LAGS , ` ` T- AT 3 O.C. 4 SHEATHING PER ARCH riUJI + + 10" '$ -i- y 4 A 1 1/2" Fill" a 1 .� + SHEATHING PER ARCH 00 I t.4. i A35 ( 16" O.C. N. I < .if._ 1 i A Z f i I imm\ 1 1/2- y GLB PER PLAN -"/ RUN CONTINUOUSLY (2) 3/8" TITEN-HD WITH 11 OVER COLUMN 6" EMBED AT 6" O.C. E (2) 3/4"0 THROUGH BOLTSALL PER PLAN DEFLECTION TRACK AT 6" O.C. -ALIGN STUDS UNDER JOISTS CONNECTION OVER COLUMN _ - --'r1 CLR COLUMN CAP PER 6/S5.1 \ JOIST PER PLAN I I WALL PER PLAN -___I_ JOISTS AND SHEATHING i MEZZANINE ETAI MING NOT SHOWN FOR CLARITY 8511 ro") DRAG BEAM TO COLUMN CONNECTION ric5 JOIST TO INTERIOR WALL 11 FLOOR TO WALL 12 JOIST TO STAIR WALL JOB NO. 130184.01 S5. 1" = 1'-0" 05210-06 S5. 1" = 1'-0" 05210-06 S5. 1" = v-c" S5. 1" = 1'-O" ©2015 ODA, P.C./CIDA AU.RIGHTS RESERVED V HSS COLUMN--PER PLAN R. 3/8"x5"x10" SHEARPLATE W/ (3) I , W/ R 3/8" COLUMN CAP W/ �R cTv` RI 3/4 DIA. BOLTS1/2" CLR. A WF BEAM PER PLAN ALL AROUND BUTT WELD ' i$k1 1`RQ"' 4' R 5/8" x 0'-8" x PANEL ' SLOT HSS COLUMN FOR R PASS THROUGH �5r �'4 ' 'THICKNESS W/(2) 3/4"0 (MAX. OVERSIZE1/8") 4., fl....., x 6'-0" DBA 111/1;; --- CS16x48" @ 4'-0" O.C, i PE ♦ 1/2"--TYPAi, A--/-, LOCKING PER 10/5.1 ,Oi _ � ♦ i i � < WF DRAG BEAM PER PLAN FLOOR .SHEATHING !',i ,� •-� q, BEAM t I _ > ill ; TYP. L " " PER PLAN HSS 3x3x1/4 BRACE– G� '. 13,7pt1,�,,♦ ` 1/4R 3/4 x11 x REQUIRED° Iti 5/161 iW/ BOLTS PER 1/S5.1 LIGHT GAGE FURRING WEB STIFFENERS JOISTS PER PLAN JOISTS PER PLAN riS D. GP". `N �, �'I' �—� WALL PER ARCH. AT BLOCKING ,r.nr.r� r� 2x FLAT BLOCKING [EXPIRES: EQ. EQ. R 1/2"x3"x6" –– * /�? eMa eMa � �„ 1 3/4"x16" LSL RIM JOIST � -�'i - ,�, '"-"---------- 5/16 '""`` THREE , �'i' – T – –_ 4 �1�� 5/16> 11 SIDES TYP. SIMPSON A35 EA BLOCK V/4 I +– I rO r ;oh516 Tiik / � HSS 5x5x1/4 AT N N 04 N N NNENp OF PANEL „ FIRST PANEL POINT, N ^o o Na� A-A ,�' TYP A35 16 O.C. CONN. TO JOISTS J cK a m 4 1 ” 5 16 T T PER 9/S6.2 d �- m w N 0 ti /2 / m w z R 3 8"x5"x10" SHEARPLATE W 2 1 2" CLR. ... T ¢ Q ao > w ;/ 3/4" DIA. OLTS / WF BEAM PER PLAN ` " " om oR 3/8"x5"x REQUIRED SHEATHING PER ARCH 1 3/4 x16 cn W BOLTS PER 1 S5.1 LSL BL4,CKING , Cw/ / AT 4 -q O.C. a ♦ , , ! Ii�l r !.. , , .. , , r l Z kl + No. It Ii N U A . __ + `5/16 .,, JOIST GIRDER PER PLAN / II w m ii,a 2 z /THREE o= w °z w R 8" x 0'-8" PANEL77‹ SIDES TYP. f d Z ,�",_, z o a R 1/2 x3 x6 5/16 THIC - • ) 3/4"0 ' 'I COLUMN PER PLAN CD . � a m c x 6'-0" DBA ► �_ W o a a_ m a o L WF (LOW) PER PLAN 5167 0 .- cs4 in "4" LO (0 S CO 1 DRAG STRUT CONNECTION DRAG BEAM AT HSS COLUMNJOIST TO STAIR WALL 4 ROOF DECK AND KICKER AT COLUMN \§,1?/ 1" = 1'-0" 1" = 1'-o" ell) 1" = 1'-o" S5. 1" = 1'-O" 10 1/2" R1/4"x1'-1i"x1'-4" WITH (4) 3/4"0 x6" HWS MI 2" VI TYP. IL [ iILI 11 /� 1/4 r 1._0„ " " is v 1 3t WF (LOW) PER PLAN R ill 3/8 x5 x11 SHEARPLATE kill/ (5) k 1/2 CLR. 7/8" DIA. A325-N ERECTION BOLTS - - LAI � 2 - - ARCHITECTURE • _. ENGINEERING 7.- R 3/8"x5"x REQUIRED - • CANNING y ,; W/ BOLTS PER 1/55.1 1/4 r 2" VERTICALLY SLOTTED HOLE - �' � 5/16I/ — r�IERcaRs A. -} , r r , - ' r 15895 SW 72ND AVE SUITE 200 R 5 8" x 1'-O" PANEL >� -_� PORTLAND, OREGON 97224 THIC' - • 2) 3/4"0 R 1/2"x3 1/4"x10" c * „„/// �'� ” TEL : 5 0 3 2 2 6 . 1 2 8 5 x 6 -o DBA ► <> * * ----•-�y 1► VT - - THREE " www . cIDAINc . coM _ 5 16 T * 5/1617 C R1/4x7 x 1 -2 / SIDES TYP. \ + EACH SIDE OF BEAM 1 ( 1, I CONCRETE WALL / 4 1/2" WF (LOW) PER PLAN GLULAM BEAM PER PLAN R1/2"x6 1/4"x7" C.9 IfillDRAG BEAM AT HSS COLUMN s DRAG BEAM AT HSS COLUMN GLB AT WALL Z ) 1" = 1'-O" S5. 1" = 1'-O" 1" = 1'-o" O °Ixo < Ct T O o C T w C. N. II I W Z cr LI Immo 23: :5 z 0 F-- ..cgc 0 ce W (.00.. CO oEt N- W W 1- z MEZZANINE FRAMING DETAILS S5.2 JOB NO. 130184.01 0 2015 cm, P.C./CIDA ALL RIGHTS RESEMD ROOF SHEATHING o R 7 8"x2"x9" CENTERED WOOD NAILER PER 4/S6.1 ``' �S�"',/ I N 4. , ..� BOUNDARY NAILING PER ROOF v ? OVER COLUMN--RECESS 1/2" PLAN VIEW o PLAN DIAGRAM - ,.)„,e--4 PE = ' STRAP AS REQ'D PER PLAN ��,_ � � :�j���,,, ''""` wC3/4" X 12" WIDE2)STEELDA gyp w ROOF SHEATHING " 4 TYP. 1/4 ; 1�2„ ERECTION OLTS 5'�GAGE 1/8 2" c4 SUBPURLIN o SUBPURLIN W/ SIMPSON "F" %, 5 �3,'�a°� �� i f • / t , , 7 , , , , , , , ,�_ BLOCKING ATTACHMENT , , ► PLAN VIEW -•1` TO SUBPURLIN JOIST HANGER--TYP. �!8 0. �� (WHERE OCCURS)- SEE 3/S6.1 ' ` V STRAPPING AS STRAP Q 2 ROWS 10d C� 2.5" O.C. REQ'D PER PLAN EXPIRES: ® / •<:* i .<* I 'I! ,� 4x WOOD BLOCKING BETWEEN t►rf STEEL JOISTS ��© ■ co co �' co co STEEL JOIST GIRDER TO BEIL DESIGNED FOR TOP PLYWOOD SHEATHING o 0 0 o h o CHORD COMPRESSION OR N cci5 N N c N N N - N h0 O N j N) C TENSION FORCE DUE TO N S > WIND AND SEISMIC--SEE 41114/ „ ill 1 1 2'1 ROOF FRAMING PLAN. ' ' ' ' ' " T ,,$. ' ' -0 �' FOR CONTRACTOR ALTERNATE m °- ¢ o w w 4 / I SEE DETAIL 7/S6.1 3x DEL Not WOOD NAILER - o o = z " TYP. , ; ♦ a #14 >x 1 1/2" WOOD SCREWS AT N TY1 ._ ._._ -%- ,,,,8).„A,1.4111111 3/16 N a ¢ 1 -4 O.C. EACH SIDE STAGGERED w ma �� ,� (#1 4��x 1 1/2" WOOD SCREWS AT a 1 0 0.C. EACH SIDE STAGGERED I-, STEEL JOIST GIRDER %�- AT SIM. CONDITION) "' zo '- ' ' STEEL ECHOIS GIRDER 3/8" " " " W/ TEEL JOIST cn ~ TOP DIA. LAG SCREW 3" EMBED c ) c)P 4„ RD BOTTOM CHORD BRACE- 1'-0" O.0 EACH SIDE } _ TYP. BY JOIST MANUFACTURER AND R 3 16 x4 x4 SPACE AT WF AT SIM. GOND. Q i, z v 1/4 > / R 3/4"x4"x6" w In z z � DO NOT WELD TO OF GIRDER STAGGERED � > o 0 0 � }} 0 m 0'_ Z W m U ta! m d BOTTOM CHORD OF GIRDER) a id z0 � m a t- E o SEE PLAN FOR EXTENT w a o c cl a 0 a q. OF BLOCKING V) (n .-- N t+) tf) to h 00 1 STEEL JOIST GIRDER @ TOP OF STEEL COL. 2 JOISTS AT JOIST GIRDER 3 TYPICAL BLOCKING ATTACHMENT 4 SUBPURLINS AT JOIST Se. 1" = 1'-0" 05210-05 86.1 1" = 1'-0" 05210-39 S6. 1" = 1'-0" 05230-01 S6.1 1" = 1*-0" 05210-34 11 STRAP AS REQ'D PER PLAN- TYp NAILER PER 3/S6.1 SEE 2/S6.1 FOR ADDITIONAL WALL ANCHOR PER 11/S6.1 1/8> 2" JOIST PER PLAN INFORMATION 4x NAILER PER 3/S6.1 - - - - .sr -S- -- - --� BOTH TYPICAL PANEL REINFORCING _ SIDES 1/4 V 4" _ NOT SHOWN FOR CLARITY - _ __ WB PER PLAN / - ERECTION BOLTS AS REQ'D CONCRETE TILT PANEL = SHEATHING 1 BY OTHERS 5" GAGE 7 0f ____ R 3/4"x12"x12" tM ARCH{TEGTUR� DEFLECTION TRACK / ROOF SHEATHING --- 2 ROWS 10d ® 4" O.C. - _ PANEL EDGE NAILING PER PLAN r 1111) _�f , 6005162-43 © 16" O.C. 4x WOOD BLOCKING BETWEEN PLAN VIEW STEEL JOISTS KTERCQR� WITH SHEATHING PER ARCH 111.1111 CONCRETE WALL PANEL-- �---- I I REINFORCING NOT SHOWN PLYWOOD SHEATHING L FOR CLARITY NAILER PER ��� I ttmo 15895 SW 72ND AVE SUITE 200 �n``it�tatn� 3 56.1 1 1 f2'� PORTLAND, OREGON 97224 SUBPURLINS PER PLAN L3X3X1/4 KICKER PER 9/S6.2 11 ;t1.1 - T E L : 5 0 3 . 2 2 6 . 1 2 8 5 C�? BEAM AT MIDPO{NT _`_____ -- - = l! L 3x3x 1/4" x 4" LONG W j F A x : 5 4 3 . 2 2 8 . 1 x 7 0 III P.T. 4 x 6 WOOD LEDGER ----"r""" 5 16 5/8 x4" CONCRETE SCREW WWW . C I D A I N C . C 0 M ----EWA W/ 3/4"o SIMPSON TITEN-HD W c' / Vil II 1111 T 6 ANCHORS W/ 5" EMBED © 24" O.C. TYP. ! SEE PLAN FOR EXTENT 3/16 2-6 �i �� x < OF BLOCKING 1 ,A. N Q -401/ WF BEAM PER PLAN111 I 4X NAILER ATTACH W/ PARAPET CONDITION .��„�, , 1/2"0 THREADED STUDS "' 3 SIDES 3/16 CSD 4'-0" O.C. MAX STEEL JOIST GIRDER R 1/4"x 4"x9" EA. SIDE OF R 3/4"x6"x6" (DO NOT WELD DEFLECTION TRACK TOP CHORD il BLOCKING W/ (2) 3/4"0 1 j4 BOTTOM CHORD OF GIRDER) THRU-BOLTS--PROVIDE (2) CONN. PER JOIST BAY H.S.S. COLUMN CED s JOIST TO INTERIOR WALL 6 WOOD PLATE/LEDGER BETWEEN JOISTS 7 ALTERNATE BLOCKING ATTACHMENT s STEEL JOIST GIRDER T L Z O COLUMN � WALL �,.. S6.1 i" = 1'-0" S6. 1" = 1'-0" 05210-30 S6. 1" = 1'-0" S6. 1" = 1'-0" 05210-06 Umn 0 > IICC 0 STRAPPING PER PLAN TOP PLATE PER ARCHITECTURAL Ls. CX NOT = O TOP ON ANGLE OCCURS 1/2" LOWER STEEL JOIST TO BE TYPICAL PANEL REINFORCING p CC E- ON EMBED PLATES THAN TYPICAL DESIGNED FOR TOP 'T NOT SHOWN FOR CLARITY F= 't ^ CONN. PER 10/S6.1 CHORD COMPRESSION OR , hCi TENSION FORCE DUE TO . 1I . Wz WIND AND SEISMIC--SEEA It SIMPSON HTT4 W/ 5/8" DIA. t"' 1.11.1 J --�-- CONCRETE PANEL ROOF FRAMING PLAN. ---�-- L� THREADED RODS W/ 5" MIN. EMBED. � Z � � -+/ -� BOUNDARY NAILING 5". AND SIMPSON SET-XP EPDXY. BOT -I I O 77SPACE {� 4'-0" O.C. SIDES 1 4 4" 4X NAILER ATTACH W/ U Ct BOTH L 5x5x3/8" x 6" LONG W/ 3/8" STIFFENER BOTH L 5x5x3/8" x 8" LONG STRAP / 1/2"0 THREADED STUDS �,j"") 3/161/ 3 -1 2i" MIN LENGTH OF FASTENERS TO ® 4'-0" O.C. MAX S1-- SIDES 3/16 V 3" " 1 2" --2 TOTAL SIDES RAT/MID SPOINTNER .- --. .--i. "------------- --' -- 1 _ 3X FRAMING NAILER PER 3/S6.1-N. ,� " W -" ' F - t_12/far SQ. W j {4} 3/4" DIA. x 4" HWS 1/2" R i/2"x 12" SQ. W/ (4) 3 j4"x4" T -= T I T R 1 j2 x5 x9 Z 011) } _ u,r(� WHERE OCCURS in (1ea,. 1/2„ MWS AT 9" O.C. EA. WAY CONNECTION PER 2/S5.2CC 1.--. ? - --TOP OF ANGLE �� - -TOP OF ANGLE _,___ ♦ TYP. N ' am 5/16111 ....0 ,/ 7" El" S. 1/4 if ---� 1/4 I! ,,;____:in, h - '--� 1/2" -� 1/2- SIMPSON HF36N Al 3x LEDGER PER 6/S6.1 DRAG BEAM PER PLAN 111z // // HF26N AT (2x) TYP. 0 TY . / 01 1/41/ 1/4 V t . 11 � / ,� " " 3x SUBPURLINS 5 161 C C TYR 1 R 1/2 x4 x1 0 WI 1 3/4 DIA. -325-N 5/16 2 1/2"-1 BOLT CENTERED IN 2" 13/16"x1 3/4" HOLE EQ I EQ NON-BOLTED _; -__ +''^''.` SIDE ONLY 3/16 r ►�I_1� __J i___ �,. '� R 1/2"x5"x1'-9" W/ 3/4" STIFFENER 1 1/2" J l'I �� ,'_' NOTE: �� R AT MID POINT ___ _ _ _ __ IF THE EDGE OF A NON-JOINT EMBED R 3/4" STIFFENER 91 111111111--- FALLS WITHIN 4" OF A PANEL EMBED USE JOINT CONDITION EMBEDS PER 9/S6.1 AT MID POINT '4,,,,,„,..i....„:: H.S.S. COLUMN I � ROOF FRAMING DETAILS (DO NOT WELD BOTTOM 1 1/2" 0 ` n I HORD OF GIRDER) e 2� V 861 9 STEEL JOIST AT WALL PANEL JOINT 10 STEEL JOIST AT WALL PANEL 11 SUBPURLIN CONN. TO WALL AT PARAPET 12 DRAG BEAM TO COLUMN @ WALL JOB No. 130184.01 S6. 1" = 1'-O" 86. 1" = 1'-0" 05220-01 S6. 1" = i'-D" 86. 1" = 1*-0" 05210-06 0 2015 CEA,P.C./ODA ALL RIGHTS RESERVE) 10'-0" MAX. ii NAILER PER 3/S6.1 c.,. 1 aN.4, ,jam 2 SIMPSON 846 HANGERS P POINT LOAD FROM RTU %`A , , '' E S6, n'P• f ETC. APPLIED TO TOP ' ir�,/� , '" 4x6 CHORD 411 OF EMBED PLATE r 3" OR ~ •s Fe!�'' t 56.1 OF JOIST GIRDER t ' Art G -. )3,206 44- x X 6 W2.1 X W2.1 WWF / 1/21/8 V <TYP ?' , rx EXTEND W2.1 ABOVE, BELOW AND • 4x6 GREATER L1 1 2x1 FIELD VERTICAL N TYP. TO THE SIDES OF BLACKOUT 1 4 3" I V - D. G x / I �. EXPIRES: ' / �1/2" CENTER UNDER GIRDER � � r f � � � � � - f � f f� � \\` `� / ,0' CLR II o /// ,� co :14:444:23:4414:: „.4. ___ to 2x SUBPURLIN WITH JB26 HANGER AT HEADER NN N o<Dcm iC 1� N/ ,== vxN CN IX = c} 1 1/2” STEEL JOIST GIRDER TO BE �� i i i - / / - ¢ " 0 w i �2"i L1 1 2x1 1 2 FIELD VERTICAL �' zz ow ilk �„� DESIGNED FOR TOP CHORD 03" OR / '_ `/t COMPRESSION OR TENSION i i I '� I w Lj FORCE DUE TO WIND AND 3 4 2" L 5x5x5/16 x18 _---- GREATER SIESMIC--SEE ROOF FRAMING ,�' / / °' 1 NOTES g" (3) 5/8" DIA. x 6" NELSON \ �-SUSPENDED LOAD APPLIED `` zz EE EE NOTE: TO BOTT. CHORD �_ -�, / H Ap D STUDS P N ONLY POINT LOADS SHOWN ON FRAMING Ir 1 r-v PLAN TO BE APPLIED TO OPEN WEB �_ N R (4) #5 x 24" GR. 60W A706 DECK tzt w z 1- z DO NOT WELD -i -- WELDED TO EACH ANGLE W/ �� JOIST. fp a . Q TO GIRDER . w 0- ' ¢ w La ¢ w 0 SUPPORTS m 3/16 1 DIST. FROM TIP OF LEG Q w z z a 0WHERE LOADS ARE APPLIED AT A DISTANCE OF o 0 d m o GREATER THAN 3" FROM A PANEL POINT, PROVIDE o w D: L o w CQ w N I--- Li 1/2x1 1/2x3/16 FIELD VERTICAL ONE SIDE TO = o o a n- V o O 4x6 TO JOIST REINFORCE JOIST. TYP. (� - N M d' U7 Cp 1� CO 1" - 1'-0" 1 JOIST GIRDER AT WALL PANEL 2 JOIST GIRDER SEAT CONNECTION c--a- LARGE OPENINGS IN PLYWOOD ROOF DECKING 4 TYPICAL JOIST REINFORCEMENT AT POINT LOAD 86.2 1" = 1'-O" 86.2 1" = 1'-0" 0 1/2" = 1'-a" 6. 1" = 1'-0" NOTE: PROVIDE PROTECTION OF THE SCREWS TO MOISTURE AND DAMAGE (4) #10x1/2" LONG TEK _ SCREWS PER CLIP AT BASE OF STEEL JOIST PER PLAN HVAC UNIT AND AT CURB CAULKING - MECH UNIT PER PLAN 1?.. 1/4"x5"x5" 16GAx6"CLIP AT EA. SIDE OF UNIT n KICKER PER PLAN 1V —t r, --�;-- STEEL BEAM PER PLAN R #12 SCREWS AT 12" O.C. �' I j L 3x3x1 4"--SEE PLAN - ARCHITECTURE FOR LOCATION ] e (A RIGID INSULATION �{ I PL A-N K[N r METAL CURB PER . 1/4"x5"x5" _ UNIT SUPPLIER 4x8 SUBPURLIN 1/4", 1" RETUR _ i.N 1 ER t O R (16GAMIN) EACH SIDE OF UNITIfIr , _p WORKING POINT FLASHING , W/ B48 HANGER TYP. 15895 sw 7-2:ND AVE SUITE 200 1/4", ....,trio�`_-- PORTLAND, OREGON 97224 "H'� J 1"` -OA.�` TEL . 503 . 228 1 285 16 1" RETURNS FAX : 503 . 228 . 1 870 1/4 ' W W W . C I D A I N C . C O M DETAIL A 111\ DETAIL B TYP. 1/4 , )10001 4x6 W/ B46 HANGER JOIST REINFORCEMENT PER 4/S6.2 r► ► A ii C,..9 re\ MECHANICAL UNIT ATTACHMENT s KICKER @ STEEL BEAM (Th NOT USED ria NOT USED Z 9. 1" = 1'-0" 86. 1" = 1'-0" 86. 1" = 1'-0" S6. 1" = 1'-0" U 0 '' '.' Et 0 JOIST TOP CHORD ® II jr = O SS6x3x1/4" jf I6 1 Z CC 1...... 4x4x 1/4" '!x0 -4 I d 1/2" V V SHEATHING PER PLAN I- THRU-BOLTS A A = uj P'`• z IX A ' A-A B-B Mk , .--...__ II" ? .al ����� M%I v S6.2 " ° XZ SIMPSON U26 � � (,� }- �r—IQ�� —. � 1/4 I --� SLOPE HANGER / 4 \+- H + U r,...rP=±2.6 K _- " ,� " —ZI �„(, 0 81/4x5 1/2 x8 � 41.li 15/32 PLYWOOD ROOF DECKING PER PLAN -0011--- __-'1 P. NNZ CO Ot° a" 101 Ztf j, ----10 �' PLYWOOD SHEATHING LEDGER LO 1/4 _____,/,,-00-04- -------- 2x4 OUTRIGGERS CC �•- A 2x4 BLACKING AT END JOIST /- " �/� 2x8 AT 24 O.C. TYP. � ,,,,,„ 1--- 1/4r -- 2x6 END JOIST /�' •----- f%� PT 4x8 LEDGER o. R1/2"x6 1/4"x10" BIRDSMOUTH CUT //�/ EMBED EPDXY <} i Al <. Z BIRDSMOUTH CUT �� ANCHORS AT I + r 24" O.C. i'.. ■ L3X3X 1 4 KICKER J ,. B B cN3�, " / ;� GLB5.5x9 1/4wir _�1/2" MAX. BEAM �/� 1/4" PP _11� i i . --�'' SIMPSON H3 EACH JOIST __W� NOTES: SIMPSON H3 EACH JOIST 1 :I LOADS SHOWN ARE TO (2) JOISTS4 , j --� 2x6 JOISTS {� DISTRIBUTE TO JOIST PROPORTIONALLY I ---`' 24" O.C. BASED ON DISTANCE FROM KICKER 2x4 JOIST AT END COLUMN PER PLAN R1/4"x6"x9" BEAM BEYOND PER PLAN 4. / f ROOF FRAMING DETAILS GLB5.5x9" W/ SIMPSONJ (2) 81/2"x6 1/4"x10" GL65.5x9" W/ SIMPSON PANEL OPENING P=±1.3 K GLT6 HANGER AT EACH END W/ (2) 1/2"x5" HWS AT 7" •. GLT6 HANGER AT EACH END COLUMN PER PLAN A\ _r_vN_____ S6 A-A .2 9 KICKER AT BEAM io CANOPY ri.i CANOPY RAKE 12 CANOPY EMBED ELEVATION JOB NO. 130184.01 86. 1" = 1'-0" SB. 1" = 1'-0" S6. 1" = 1'-0" S6. 1" = 1'-O" Q 2015 co. ac./aw ALL RIGHTS RESERVED STAIR FRAMING KEYNOTES 2 �qW1 cT t'k I 20 GA B FORMLOOK DECK, VERCO OR APPROVED 111111111111111111.111111115 ' ii0.) 1 ,nvIij 41 0 EQUIVALENT, W/ 4" CONC. (TOTAL THICKNESS). UNOE ,A d, ATTACH PER MANUS. RECOMMENDATIONS AND REINF. W/ �. 6 #3 cE 20" O.C. EA. WAY S7,2 # T 0 HSS4x4x1/4 STAIR COLUMNS, TYP ' / G, . 13,'O ,�yt� 0 NOT USED 1EXPIRES: '44y/7 1 577.2 (c.,141141 VP STAIR LANDING, CONCRETE N N "' ca.� o N N OVER STEEL DECK N �O o o 3 SIDES 3/16V 1111111TIMIMMTI N vCC - ww Ct D ? amoCLa a L 4x3x 1/4 x 3" (LLH) W/ (1) rD3 4_ 1 i , Q a o > 0 m 3/8"0 HOT DIPPED GALVANIZED OR - z w STAINLESS STEEL I /MA co v) / EPDXY ANCHORS EMBED 2 1/2" W/ 4 • STEEL STRINGER PER PLAN ci tai • r`: � N SIMPSON SET-XP EPDXY di Lu 0 o a o N N N T ' e • J \ Z x xCV CNI x L2x2x1/4" CONT.--CONNECT o 3/16" CLOSURE PLATE AT BOTTOM 11THSTEEL BEAM 1 v v U --BUTT WELD ALL AROUND 'rN PER 7/57.1 ¢ o z N o z z w � � z � a � o • • • • F � s z z : Q 0 z '-'-I 0Q,8 o°°J0 •."° ° z Lu m 0a 1- o TILT PANEL {pc �40°$° ;'• fl a ppl�yy a. 0 a Ct 8.°0 °�.o' °0 s*0 .1,1 W (� a o a m a a o (n SLAB PER PLAN ' N (..0 S7.1 STRINGER @ SLAB rAti DECK CONNECTION TO STRINGER OPP. (RI1" = 1'-0" ..7.y' 05300-07 HSS6x2x 1/4 6 8 NW OPP. ® 1. 7 0 N T S7.1 N U h. 76. ' 4 x . S7.1 N A. \ p 6 N ° A nD . I \ C12x20.7 e ANGLE PER 7/S7.1 El - •RCHITECTURa E STAIR LANDING, CONCRETE U mentE ammamNORTHii‘ NORTH USED NC iIN �� - idalk �1 1/2n = 1 STAIR ONE PLAN L2x2x1/4" CONT. • OVER STEEL DECK PER PLAN N 1 E R[o R n r-0as � 1/2" = 1'-0" .d _ -, 4 , :.,4� t � .-• 4 •. .4 � _ � Y � � � 15895 SW 72ND AVE SUITE 200 1 PORTLAND, OREGON 97224 II • SWIM=• TEL : 5 0 3 . 2 2 8 . 1 2 8 5 A---- E: :1 L2x2x1/4" CONT. FAX : 5 0 3 . 2 2 6 . 1 6 7 0 `, W W W . C I D A I N C . C O M • STAIR LANDING, CONCRETE _ OVER STEEL DECK PER PLAN • 41 1(11.15 ,iiii -1111A11111111 ...... • 3/16> 2-12 BEAM PER PLAN-- CONNECTION TO CHANNEL L2x2x1/4" CONT.--TYP. BEAM PER PLAN--CONNECTION \ PER 7/57.1 TO CHANNEL PER DET. 7/S7.1 3/16r 2-12 1/4V .9 iiME�® 1 2" CLOSURE BETWEEN STEEL STAIR FRAMING AT LANDING s TEEL STAIR FRAMING AT LANDING LLZ T STRINGERS R 1" = 1'-0" 05300-05 S7. Sr, = 1'-0" 05300-05 I 0 W HSS BEAM PER PLAN O 0 Q Le STEEL STRINGER PER PLAN 1 4 R3 1/2x9x1/4"--CONNECT CLOSURE PLATE C-C PER 1/S5.1 0 '4" Ca 774 " � III � Z ilk, HSS COLUMN PER PLAN , . r . - . kr -X 1/4 T J /"► 1/4 V U < � ..mmlimmailrikiry r / CHANNEL PER PLAN 1/21?..1/4x3 1/2"x9"--CONNECT Imm W 0 CL0 / STEEL STRINGER- PER 1/S5.1 CO CD SEE STRINGER DETAIL A-A Z L2x2x1 4�� CONT. CHANNEL PER PLAN Ln STAIR LANDING, CONCRETE CLOSURE PLATE-- 1/4V --- V .- I3C N- OVER STEEL DECK STRINGER A-A SEE CLOSURE PLATE DTL. C-C A-A Lii 3/16> 2-12 3/16> 2012' STAIR LANDING, CONCRETE ( : 4 Immi / L 2x2x1/4" CONT. OVER STEEL DECK PER PLAN Z • 14/ --r-r- a STAIR LANDING, CONCRETE / OVER STEEL DECK PER PLAN HSS BEAM II CHANNEL ]• � iT A --/ (WHERE OCCURS) STEEL STRINGER PER ER PER PLAN PPSN PLAN >• Tuna j 0 HSit � 'I - �� �i S BM 1 4> STEEL STRINGER- / STAIR PLAN AND 3 1/4"i\ SEE STRINGER DETAIL B-B DETAILS STRINGER B-B CHANNEL BEYOND S7•1 A ri-'\ DECK/BEAM CONNECTION TO STRINGER s STEEL STAIR FRAMING AT INTERMEDIATE LANDING s STRINGER TO COLUMN ria NOT USED JOB N0. 130184.01 S7. 1" = 1'-0" S7. 1" = 1'—a" S7. 1" = 1'—D" Wy 1" = 1'-0" ©2015 CI(, P.C./CIDA ALL RIGHTS RESERVED i.tbil _.4,,,' 4‘ ' 14.1. . , g40.7,10/ r aj t I. "SD. G `' A MIRES: ' 0 / .eea C O N N O cq N (O T OcN O cv O N tri N O 0 O O N N r7 ?- -1 N Or 0_' N 2 d 0. 0 0 m m C=.) tX O Q O O Q Q O > O iX O O W Z O L F- CCM LJ a Z O U Q A Z N 0_ O ~ w - q (7) OZE i= F- Z H x m Z W Cr Z w O C] d p CZE Q M CC O mca Q a a a o < A A e N r4) -4- Ln co N 0D NOT USED 2 NOT USED (-3- NOT USED (7%). NOT USED T: 1" = 1'-0" S7. 1" = 1'-0" Ty 1" = 1'-o" S7. 1" = 1'-0" 7 amrimiiii i 1111-jaliMIIMI II (2) #12x3" SCREWS 4x NAILER WITH 3/4"0 ANCHORS HANDRAIL/GAURDRAIL WITH 6" EMBED AT 24" O.C. STEEL STRINGER ON STRINGER PER ARCHCI A—A FULL DEPTH BLOCKING FIRST (2) BAYS 14GA CONC. ___Arf - FILLED STEEL 5/16 r ARCHITECTURE 1/4 C2-12 FROM WALL ® 32 O.C. PAN ENGINEERING A CONCRETE TOPPING PER PLAN _PLAKN1NG SHEATHING PER PLAN —— _ NIERIORS STAIRS AND STRINGER V 4 . • `�, 15895 SW 72ND AVE SUITE 200 PORTLAND, OREGON 97224 TEL : 503 . 226 . 1285 "7/7:„..,„,,, FA.....„; • 1 FAX 503 226 1670 lIMI-441 0•7777 W W W . C I D A I N C . C 0 M A .'1411111111111,• i,,,,,,," JOIST PER PLAN 41111k EYP. WALL PER PLAN 7. 1/4 T 1-10 a CI ra"") NOT USED 6 STAIR STRINGER TO WALL STAIR PAN WELDING Z S7. 1" = 1'-0" S7 1" = 1'-0" 1" = 1'-0" T 0 iji - gxu.O Q Q IX C7 Cr = o H T r. I-1 Z IX ri-, II-- :5 z to 1.... ix WImo ( � CO in CC T I- z STAIR PLAN AND DETAILS 87.2 JOB NO. 130184.01 0 2015 ODA P.C./CIDA AU.RIGHTS RESERVED