Plans PROJECT SUMMARY 4FF%CE COPY PROJECT DIRECTORY VICINITY MAP ® . 3 , I L
PROJECT ADDRESS 11555 SW DURHAM ROAD I TIGARD, OR 197224 OWNER ARCHITECT ARCHITECTURE, LLC
styLEGAL DESCRIPTION R2081779-1998-128 PARTITION PLAT L�O�T 1 HARSCH INVESTMENT PROPERTIES MELYNDA RETALLACK �GARD �`` "'}� 2808 NE MLK, ste G
YEAR BUILT 1951 3 INK:BUILT ARCHITECTURE PROJECT SITE
I' 'L.D FOR CODE C() I',--1` NCE 1620 SW TAYLOR ST, STE 300 2808 NE MLK BLVD, STE G 544 eoq� k�Fpland �,,_ PORTLAND, OR 97212
SITE AREA 4.67 ACRES \� I PORTLAND, OR 97205 PORTLAND OR 97212 ,.,r �o) �.$ 503.454.6793
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CONSTRUCTION TYPE IIIB FULLY FIRE SPRINKURED c , ) GENERAL CONTRACTOR 4P°
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OCCUPANCY B(D6), M(B2) 11.,c-4S 1'>v l^he..w\-,,,r• PACIFIC CREST STRUCTURES INC. Y SW DURHAM ROAD ` SAD. f�'
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FLOORS/HEIGHT 1 STORY • CCB#66995 g ,a.. w "/ �, ';. C
te: ii aE-, c4 17750 SW UPPER BOONES FERRY RD., #190 Q �
AREA OF WORK 1,530 SF(B2)+2,148 SF(D6)=3.678 SF To} , DURHAM, OR 97224
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SCOPE OF WORK DESCRIPTION: RE V
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. MODIFY EXISTING RESTROOMS IN B2. APPLICABLE CODES + REGULATIONS
NOTE: PLANS PRINT FULL SIZE AT 11X17 NO V 1 9 2019
SEPARATE PERMITS ZONING+DEVELOPMENT CITY OF TIGARD-TITLE 18 COMM. DEV. CODE SHEET INDEX 'C`I`l O, T..,`p0
BUILDING CODE 2014 OREGON STRUCTURAL SPECIALTY CODE , _ ING DIVIS,"s ,,
ELECTRICAL SUBMITTED UNDER SEPARATE COVER MECHANICAL CODE 2014 OREGON MECHANICAL SPECIALTY CODE ARCHITECTURAL m
FIRE SPRINKLER -SUBMITTED UNDER SEPARATE COVER
MECHANICAL-SUBMITTED UNDER SEPARATE COVER PLUMBING CODE 2017 OREGON PLUMBING SPECIALTY CODE A0.00 PROJECT INFO AND VICINITY MAP
PLUMBING-SUBMITTED UNDER SEPARATE COVER A1.00 SITE PLAN AND CODE ANALYSIS U..1
ELECTRICAL CODE 2017 OREGON ELECTRICAL SPECIALTY CODE
A2.10 EXISTING AND DEMO PLANS - LT
ACCESSIBILITY STANDARDS 2014 OSSC, ICC/ANSI 117.1 2009 A2.20 NEW WCYAK PLANS = H
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PROJECT GENERAL NOTES A4.00 CEILING AND WALL DETAILS Cr) o W
A5.00 ADA DETAILS- DOORS AND CLEARANCES I 0-
1. DRAWINGS ARE DIAGRAMMATIC AND DO NOT NECESSARILY DEPICT ALL MATERIALS IN ALL INSTANCES. A5.01 ADA DETAILS-PLUMBNG FIXT.AND MOUNTING HTS. r: Q
2. DO NOT SCALE DRAWINGS;WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. O a
3. CONTRACTOR TO VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND PURCHASE OF MATERIALS.ANY VALIDITY OF PERMIT w N
DISCREPANCIES BETWEEN FIELD MEASUREMENTS AND DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE THE ISSUANCE OF A PERMIT I Y OF TIPAor (X 2 Q
ARCHITECT. BASED ON CONSTRUCTION I- _
4. ALL DIMENSIONS ARE FROM FACE OF FRAMING OR GRID UNLESS OTHERWISE NOTED.SEE ASSEMBLIES WHERE APPLICABLE. DOCUMENTS AND OTHER Aper®ved by PanningLC) CC
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5. DRAWINGS REPRESENT THE FINISHED STRUCTURE,THEY DO NOT INDICATE METHOD OF CONSTRUCTION. CONTRACTOR SHALL ASSUME DATA SHALL NOT PREVENT Date: 1 t 9 z p O
RESPONSIBILITY FOR DETERMINING APPROPRIATE METHOD AND SEQUENCE OF CONSTRUCTION. THE CODE OFFICIAL FROM
initials: J CD
6. DETAILS NOTED AS"TYPICAL"OR"TYP"APPLY IN ALL CASES UNLESS SPECIFICALLY REFERENCED. DETAILS THAT ARE SPECIFICALLY REQUIRING THE CORRECTION J ;a,. I vii p
REFERENCED SHALL TAKE PRECEDENCE OVER ALL OTHER GENERAL OR TYPICAL NOTES. OF ERRORS. OSSC 105.4 _JLi Q
7. CONTRACTOR SHALL ENSURE THAT ALL WORK IS EXECUTED IN COMPLIANCE WITH ALL GOVERNING CODES,STANDARDS AND REGULATIONS. < , C.9
8. CONTRACTOR TO COORDINATE AND PROVIDE ALL CODE REQUIRED SIGNAGE UNLESS OTHERWISE INDICATED. ABBREVIATIONS I I-=
9. PROVIDE ACCESS PANELS AS REQUIRED. LOCATION, FINISH,AND TYPE SHALL BE APPROVED BY ARCHITECT PRIOR TO OBTAINING AND AFF ABOVE FINISH FLOOR INSUL INSULATION
INSTALLING. MATCH RATING TO ASSEMBLY IN WHICH THEY ARE INSTALLED AND PROVIDE SMOKE SEALS WHERE RATINGS ARE REQUIRED. AOS BOTTOM INT INTERIOR DATE: 11/01/2019
Q BO BOTTOM OF MFR MANUFACTURER
10. ALL RATED ASSEMBLIES SHALL BE CONSTRUCTED TO PREVENT THE MOVEMENT OF HOT FLAME OR GASES PER OSSC SECTION 709.6.ALL CLNG CEILING MAX MAXIMUM g2-D6 DEMO
PENETRATIONS THROUGH RATED ASSEMBLIES SHALL BE FIRESTOPPED. q CNT MIN MINIMUM
CL CEE CONTROL MIL METAL
11. CONTRACTOR TO PROVIDE SAFETY GLAZING AT ALL LOCATIONS REQUIRED BY CODE AND SHALL BE PERMANENTLY LABELED WITH THE CLR CLEAR NIC NOT IN CONTRACT REVISIONS
MANUFACTURER'S NAME AND TEST APPROVAL INFORMATION. SEE WINDOW AND DOOR SCHEDULE. CONT CONCRETE OAE OR CONT
EQUAL
CONT CONTINUOUS OC ONN CENTECENTER
12. ALL MECHANICAL, ELECTRICAL,AND PLUMBING TO BE DESIGN-BUILD UNLESS OTHERWISE INDICATED. CONTRACTOR TO PROVIDE ALL DIMS DIMENSIONS OF/CI OWNER FURNISHED,CONTRACTOR INSTALLED
g DOCUMENTATION INCLUDING SHOP DRAWINGS THAT ARE NECESSARY FOR CONSTRUCTION AND PERMITS. PROVIDE SYSTEM DESIGN ELEV ELEVATION OF/OI OWNER FURNISHED,OWNER INSTALLED
Q EQ EQUAL OPH OPPOSITE HAND
DRAWINGS TO ARCHITECT FOR REVIEW IN PRIOR TO PERMIT SUBMITTAL. (E) EXISTING PT PRESSURE TREATED
EXT EXTERIOR RD ROOF DRAIN
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13. ALL SUBSITUTIONS TO BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRIOR TO CONSTRUCTION. FD FLOOR DRAIN RO ROUGH OPENING PROJECT INFO AND
14. PROVIDE SHOP DRAWINGS FOR ALL CASEWORK. VERIFY MATERIALS&PRODUCTS TO BE SUBMITTED FOR REVIEW WITH THE ARCHITECT. FE FIRE EXTINGUISHER SD SMOKE DETECTOR
15. CONTRACTOR TO KEEP AREA OF WORK FREE OF TRASH AND DEBRIS ON A DAILY BASIS, PROVIDE FOR ON-SITE RESTROOM FACILITIES AND FF FINISHED FLOOR SF SQUARE FOOT(FEET) VICINITY MAPFO FACE OF SS STAINLESS STEEL
o MAKE ANY OTHER NECESSARY PROVISIONS TO PROTECT FINISHED ELEMENTS AND MAINTAIN A CLEAN, SECURE,AND WEATHER-MANAGED GA GAUGE SIM SIMILAR
N WORK SITE. PROVIDE EROSION CONTROL AND DEBRIS MANAGEMENT AS NECESSARY PER LOCAL CODES. Gs GYPSUM BOARD To TOP OF
co HM HOLLOW METAL TYP TYPICAL
16. CONTRACTOR TO PROVIDE ABATEMENT AND POLLUTION CONTROL AS NECESSARY FOR ALL REMOVED MATERIALS. HT HEIGHT UON UNLESS OTHERWISE NOTED A0 . 0'0
17. COORDINATE AND PROVIDE COMPLIANT MODIFICATIONS TO EXISTING FIRE ALARM AND/OR FIRE SPRINKLER SYSTEMS AS REQUIRED. VIF VERIFY IN FIELD
BUILDING CODE ANALYSIS ;B „ ( L T
OSSC STRUCTURAL SPECIALTY CODE(OSSC)2014
/"--- %.„. i 1 r—T---- CONSTRUCTION TYPE: IIIB,SPRINKLERED ARCHITECTURE, LLC
I (E)OCCUPANCY GROUPS: M(B2) 2808 NE MLK,ste G
/ BUILDING HEIGHT: 1-STORY PORTLAND, OR 97212
E Cl. ) (E)BUILDING AREA: 13,583 SF+/-(B),
/ ( ALLOWABLE BLDG.AREA: 19,000 SF(PER TABLE 503) 503.454.6793
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AREA OF WORK: 1,530 SF(B2)
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I I a l f G I I I I NO SEPARATION REQUIRED. c,..***
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1008.1.9.3 EXCEPTION 2: .;11:11:1:4611: `
(E)ADAPARKING �� • '#
WHERE LOCKS AND LATCHES ARE PROVIDED AT MAIN EXTERIOR DOORS, ".'
INT SPACES TO REMAIN, , "" 5/ '` TYp, PROVIDE SIGNAGE STATING"THIS DOOR TO REMAIN UNLOCKED WHENIr
69 BUILDING IS OCCUPIED" At
OF 00
1A� 1014.3 COMMON PATH OF TRAVEL REQUIRED:MAX 75'
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TABLE 1015.1 62
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NUMBER OF EXITS REQUIRED: TBD
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WATER CLOSET 2. 0 0 12, o C _ _ _ 3 (E)CONSTRUCTION TO BE REMOVED CONDUIT, PIPING AND WIRING 2808 NE MLK,ste G
LAVATORY Iti 2 2 2 0 COMPLETE COMPLETE. PORTLAND, OR 97212
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TY( P. WALL DETAILS. PORTLAND, OR 97212
B. ALL DAMAGED,ALTERED,OR REWORKED 503.454.6793
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TWO FIXTURE HANGING AT
LATERAL WALL OPPOSITE CORNERS SECURED 2808 NE MLK, ste G
BRACE ABOVE TO STRUCTURE
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DIRECTIONS TO '11111V TWO(2)MAIN 503.454.6793
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PROVIDE ADJACENT WALL 0,1450 POWDER ACTUATED DRIVE PIN WITH REQUIREMENTS ARE FOR LIGHT FIXTURES WEIGHING 56 LBS.OR LESS.LIGHT FIXTURES
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3 5/8" 25 362 S 125-18 16" 16'-2" 12'-2" O W N
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SIDES W/#6 TYPE S DRYWALL SCREWS AT 12"O.C.FOR STUDS AT 24"OC AND '
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2. HEIGHT LIMITS ARE LESS WHERE SHEATHING IS ON ONE SIDE.PROVIDE DATE: 11/01/2019
BLOCKING OR STRAPPING ON OPPOSITE SIDE(NON-COMPOSITE VALUES).
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