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Plans (27) BUP2021 -00195 ( REVISION ) OFFICE COPY APPROVED REVISION AFC p aoa l - Co i9S" � & ,� OR OF TIGARD, OREGON Z WI LSAL LLC OWNER w o PROJECT DESCRIPTION W � w d of O 6 6 7286 SW ASCOT CT PROPOSED PROJECT SCOPE IS A 864 SF ADDITION TO INFILL AN EXISTING DRIVE TROUGH. Z E F= U PORTLAND, OREGON, 97225 SITE AND PARKING ARE EXISTING TO REMAIN. o L w LL w w 0 o � (T): (503) 709-6975 s a RELEASES a o CONTACT: WILLIAM FLOBERG o o z m O o Z g a 0 0 0 0 0 F C C N F m - Z Q 7 D 0 m _ N N N N N O Q Q J HC COMMERCIAL LLC CONTRACTOR D - o ry o o rr N n � LEGAL DESCRIPTION - COVER SHEET 1 1 125 SW BARBUR BLVD CCB #: 158061 SITE ADDRESS: 11675 SW Pacific Hwy • 01010 • CSI COVER SHEET TAX LOT ID: 1 S 136CD00101 PORTLAND, OR 97219 ARCHITECTURAL TAX MAP: IS136CD • • • • A0.1 ARCHITECTURAL SITE PLAN TELEPHONE: 503-624-7100 • • • • AIA DEMOLITION PLAN CONTACT: JOE HUGHES • • A1.1 FLOOR PLAN AND RCP • • • • A2.1 ELEVATIONS • A3.1 WALL SECTIONS • A4.1 EXTERIOR DETAILS • • A5.1 DOOR AND STOREFRONT TYPES AND DETAILS C I DA, INC. ARCHITECT/ STRUCTURAL ENGINEER DEFERRED SUBMITTALS STRUCTURAL • S0.1 STRUCTURAL GENERAL NOTES FIRE ALARM • S0.2 STRUCTURAL NOTES 15895 SW 72ND AVE, SUITE 200 MECHANICAL • SIA FOUNDATION PLAN , ELECTRICAL • S3.1 FRAMINGTION DETAILS PORTLAND, OREGON 97224 (T): (503) 226- 1285 ARCITTECTURE (F): (503) 226- 1670 ENGINEERING CONTACT / APPLICANT: LESLIE JONES u INTERIORS I 15895 SW 72ND AVE SUITE 200 B PORTLAND, OREGON 97224 T E L : 5 0 3 2 2 6 1 2 8 5 ZONING CODE INFORMATION ENERGY CONSERVATION FRT°ti�Gq� SITE � vV E A X 5 13 . 2 WWW , C D A 1 N C C O M ti PG���c ZONE: GENERAL COMMERCIAL PARKING- EXISTING: SEE ENVELOPE COMPLIANCE FORMS ATTACHED: (PRESCRIPTIVE METHOD) SW PFAFFLE ST Q ON SITE (EXCLUSIVE USE) 9 SPACES ENVELOPE AREA: INCLUDES AREA OF SCOPE ONLY, LOT AREA: 14,392.2 SF ADJACENT(RECIPROCAL) 39 SPACES TOTAL EXISTING 48 SPACES INSULATION SUMMARY: (MINIMUM REQUIREMENTS) BUILDING AREA ROOFS EXISTING: 2,593 SF PARKING- REQUIRED: EXISTING BUILT UP ASPHALT SYSTEM SW DART OUTH ST PROPOSED: 3,457 SF NEW MEDICAL OFFICE USE: WITH R-49 BATT INSULATION BELOW DECK 3.9 SPACES/ 1000 SF= (3.9)X(3.457) = 13.5 SPACES BUILDING USE WALLS EXISTING: OFFICE BANK EXISTING ADJACENT FOOD ESTABLISHMENT: R-21 BATT TYP.CAVITY INSULATION PROPOSED: MEDICAL OFFICE 7 SPACES/ 1000 SF = (7) X(3.4+/-) = 23.8 SPACES R-13 BATT CAVITY INSULATION AT INFILL AND FURRED WALLS. NO NEW IMPERVIOUS AREA PROPOSED TOTAL REQUIRED-38 SPACES OPENINGS NO CHANGE TO PARKING LAYOUT PROPOSED. STOREFRONT:ALUMINUM FRAME,THERMAL BROKEN, DOUBLE PANE, LOW-E: SOLERBAN 60 a SETBACKS: EXISTING PARKING MEETS REQUIREMENT (BASIS OF DESIGN)(U-FACTOR.39,SHGC 0.41) FRONT: 0 SIDE STREET: 0 FOUNDATION Z SIDE/REAR 0 OR 20'AT R-ZONE R-10 2" RIGID PERIMETER INSULATION NOTES: z - ALL INSULATION MATERIALS TO INCLUDE IDENTIFICATION MARK INCLUDE R/U VALUES o = O - FENESTRATION PRODUCTS TO BE LABELED WITH U-FACTOR, SHGC,VT AND LEAKAGE RATINGS. m BUILDING CODE ANALYSIS LABELS TO COMPLY WITH NFRC 200, TEMPORARY LABELS MUST NOT BE REMOVED PRIOR TO L INSPECTION = w LL W AIR BARRIERS TO BE INSTALLED AT ENVELOPE WALLS PER MANUFACTURER'S 0 u U cf� DESIGN CODE: 2019 OREGON STRUCTURAL SPECIALTY CODE(OSSC) PORTABLE FIRE EXTINGUISHERS:(OSSC 906) RECOMMENDATIONS. AIR BARRIERS TO BE CONTINUOUS. Q Q O FIRE EXTINGUISHERS SHALL BE PROVIDED WITH MAX 75'TRAVEL DISTANCE. • PROVIDE AIR BARRIER TEST OF ALL BUILDING ENVELOPE AREAS: w Q CONSTRUCTION TYPE: V-B CONSTRUCTION. • TEST TO BE COMPLETED IN ACCORDANCE WITH ASTM E779 OR APPROVED EQUAL CONTRACTOR TO VERIFY QUANTITY&FINAL LOCATIONS WITH FIRE MARSHAL • AIR BARRIER TEST REPORT SHALL BE SUBMITTED TO JURISDICTION ONCE TEST IS COMPLETED � • IF TEST RESULTS EXCEED 0.4 CFM/FT2 AT 0.3 IN. THEN VISUALLY INSPECT AIR BARRIER AND NORTH FIRE PROTECTION SYSTEMS: (E)SPRINKLERED FIRE ALARM&DETECTION SYSTEM:(OSSC 907) w (/) Q PROVIDE FIRE ALARM SYSTEM COMPLYING W/FIRE CODE AND NFPA 72 SEAL NOTED SOURCES PO LEAKAGE. V 1 VICINITY N I TY MAP = _ • SUBMIT FOLLOW-UP REPORT TO JURISDICTION NOTING CORRECTIVE MEASURES. N Ln cs� NO SCALE '. BASIC ALLOWABLE AREAS AT(OSSC TABLE 506.2): OCCUPANT LOAD:(OSSC 1004) \.O B 76,000 SF/FLOOR BUSINESS LOAD FACTOR 150 -_ BUILDING AREA: 3,457 SF EXISTING BUILDINGS AND STRUCTURES(OSSC 3401.4.1): TOTAL OCCUPANT LOAD:24 MATERIALS ALREADY IN USE IN A BUILDING IN COMPLIANCE WITH REQUIREMENTS GENERAL NOTES OR APPROVALS IN EFFECT AT THE TIME OF THEIR ERECTION OR INSTALLATION MEANS OF EGRESS SIZING:(OSSC 10053) SHALL BE PERMITTED TO REMAIN IN USE UNLESS DETERMINED BY THE BUILDING REQUIRED CAPACITY BASED ON OCC.LOAD. OFFICIAL TO BE UNSAFE PER SECTION 116. 24 OCCUPANTS X .15 IN =4.56 IN I. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL CODE REQUIREMENTS 36"OPENING PROVIDED 2. ELECTRICAL&MECHANICAL BY SEPARATE PERMIT BUILDING COMPONENTS:(OSSC TABLES 601 AND 602) 3. REFER TO MECHANICAL, ELECTRICAL,AND PLUMBING DRAWINGS FOR COMPLIANCE WITH APPLICABLE CODES STRUCTURAL FRAME: NO REQUIREMENT NUMBER OF EXITS AND EXIT CONFIGURATION:(OSSC 1007) 4. FIRE EXTINGUISHERS SHALL BE LOCATED AS REQUIRED BY SECTION 906, IFC. COORDINATE FINAL LOCATION WITH FIRE EXTERIOR BEARING WALLS: NO REQUIREMENT 2 EXITS PROVIDED MARSHALL REPLACE EXISTING EXTINGUISHERS AS NEEDED. INTERIOR NON-BEARING PARTITIONS: NO REQUIREMENT 5. GLASS USED IN DOORS OR GLAZING LOCATED WITHIN A 24"ARC OF THE NEAREST VERTICAL EDGE OF A DOOR OR IN I FO ILLUMINATION LEVEL MINIMUM FOOT-CANDLE AT THE WALKING SURFACE LEVEL v FLOOR CONSTRUCTION: NO REQUIREMENT MEANS OF EGRESS ILLUMINATION:( 1008) AREAS SUBJECT TO HUMAN IMPACT OR OTHER HAZARDOUS LOCATIONS SHALL BE TEMPERED OR OF AN APPROVED ROOF CONSTRUCTION: NO REQUIREMENT SAFETY GLAZING MATERIAL PER SECTION 2406, IBC. _ ILLUMINATION EMERGENCY POWER EMERGENCY POWER SHALL BE PROVIDED FOR A DURATION OF 90-MINUTES MIN. 6. LIGHT AND VENTILATION NOT INDICATED ON THESE PLANS SHALL BE PROVIDED AS PER SECTION 1203& 1205 OF THE IBC. r OPENINGS:(OSSC 705.8) AREAS REQUIRED TO BE ILLUMINATED BY EMERGENCY POWER 7. ALL INSULATION INDICATED ON PLANS SHALL COMPLY WITH OR EXCEED THE REQUIREMENTS IN SECTION 719, IBC FOR o EXCEPTION 2. BUILDINGS WHOSE EXTERIOR BEARING WALLS,EXTERIOR NON - CORRIDORS, EXIT ENCLOSURES AND EXIT PASSAGEWAYS SMOKE DENSITY AND FLAME SPREAD. z BEARING INTERIOR EXIT DISCHARGE ELEMENTS B. PROVIDE SIGN STATING"THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED"PER SECTION 1010.1.9.4, IBC WALLS AND EXTERIOR PRIMARY STRUCTURAL FRAME ARE NOT - EXTERIOR LANDINGS ON ALL LOCKING ENTRANCE DOORS--COORDINATE WITH DOOR SCHEDULE. REQUIRED TO BE FIRE-RESISTANCE RATED SHALL BE PERMITTED TO HAVE UNLIMITED UNPROTECTED OPENINGS. SIGNAGE:(OSSC I I 1 1) 9. PROVIDE EXIT ILLUMINATION AND SIGNAGE PER SECTION 1006 8, SIGNAGE PER SECTION 1011 OF THE IBC. COVER SHEET SIGNAGE GRAPHICS, LOCATION& MOUNTING TO COMPLY WITH OSSC CHAPTER 10. APPLICABLE CODES:ALL WORK SHALL BE IN CONFORMANCE WITH ALL FEDERAL,STATE,AND LOCAL CODES. THERMAL AND SOUND INSULATION MATERIALS(OSSC 720) 11& ICC/ANSI A 117.I-2003. SPECIFICATIONS AND STANDARDS SHALL MEAN,AND ARE INTENDED TO BE,THE LATEST EDITION,AMENDMENT OR CONCEALED INSULATION EXPOSED INSULATION REVISION OF SUCH REFERENCE STANDARD IN EFFECT AS OF THE DATE OF THE CONTRACT DOCUMENTS. -MAX FLAME SPREAD INDEX-25 -MAX FLAME SPREAD INDEX-25 EXIT SIGNS:(OSSC 1013.1.1) 11. CONTRACTOR SHALL COORDINATE ANY NECESSARY TESTING AND INSPECTIONS. a� -MAX SMOKE DEVELOPED INDEX-450 -MAX SMOKE DEVELOPED INDEX-450 EXIT SIGNS ARE NOT REQUIRED IN ROOMS OR AREAS THAT REQUIRE ONLY ONE 12, ALL HARDWARE SHALL COMPLY WITH REQUIREMENTS OF THE ADA. s EXIT OR EXIT ACCESS. 13, ALL DOORS AND WINDOWS SHALL COMPLY WITH APPLICABLE ENERGY CODES JOB NO. 210085.01 INTERIOR WALL&CEILING FINISH REQUIREMENTS BY OCCUPANCY: (FABLE 803.13) OCCUPANCY EXITS CORRIDORS ROOMS/ENCLODED AREA ©2021 ODA,P.CKIDA ALL RIGHTS RESERVED $ B B C C 9 e�lv KEYNOTES LEGEND GENERAL NOTES lee� I'/ . O1 CMU WALL TO REMAIN O WALL TO REMAIN 16 DRINKING FOUNTAIN -- REMOVAL TO BE (E)WALL TO REMAIN I. CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS SHOWN OR IMPLIED ON DRAWINGS PRIOR TO START OR COORDINATED WITH FUTURE TENANT IMPROVEMENT OF CONSTRUCTION. NOTIFY A/E OF ANY DISCREPANCIES. OCONCRETE CURB ISLAND TO BE REMOVED 10 STORAGE SHELVING TO BE REMOVED (E)WALL TO BE REMOVED 2. APPLICABLE CODES:ALL WORK SHALL BE IN CONFORMANCE WITH ALL FEDERAL.STATE,AND LOCAL CODES. ALL CODE OF17 POWER/DATA/TELEPHONE RACEWAY TO BE REMOVED REFERENCES IN THE DRAWINGS AND SPECIFICATIONS SHALL MEAN,AND ARE INTENDED TO BE,THE LATEST EDITION, 11 COORDINATE REMOVAL OF EQUIPMENT AMENDMENT OR REVISION OF SUCH REFERENCED STANDARD IN EFFECT AS OF THE DATE OF THE CONTRACT DOCUMENTS. 4OZOEBEV TOREFRONT TO BE 12 COORDINATE REMOVAL OF NIGHT DEPOSITORY 1 S (�VAULTED CEILING TO REMAIN 3. CONTRACTOR SHALL 4. COORDINATE SALVAGEOAORDINATE ALL ND/OR REUSE OF MATERIA S WITH OWNERD TESTING AND PECTIONS. 19 BEAM TO REMAIN 5. PERMITTED UNDER SEPARATE PERMIT 13 COORDINATE REMOVAL OF ASPHALT FOR FOOTING 5 AND SLAB CONSTRUCTION--SEE STRUCTURAL 20 SIDING AT(E) OVERHANG TO BE REMOVED DRAWINGS FOR MORE INFORMATION 6 COLUMN TO REMAIN 21 WALLS,CASEWORK,DOORS AND FIXTURES 14 VESTIBULE TO REMAIN TO BE REMOVED 7 CONCRETE WALL TO BE REMOVED L O 15 RECEPTION STATION TO BE REMOVED —^ O8 ROOF ACCESS LADDER TO REMAIN O O 0 O E F J >y � 0 Z w w w 9 0 CL D c o _ a N O O O p a $ _ � O O O O N M d LO 20 I I I I I I � 13 20 i i 20 I -- I I --- --- ---- --- ---- i I 3 I I S3.1 I — — — — — ' - ---- ---C- -------- --- ! j - - - -- -------------- ------ -------------------- ' - - - - - - - -I - - - - - - - - - - - - - II L___ ________ __J I I u 1 u 1 It / 1-1 = u I NJ 7 F R 1 0 R S� 8 n I IL---j $ n IL___J1 15895 SW 72ND AVE SUITE 200 ��` 1\V JI I Ir I1 PORTLAND, OREGON 97224 I, T E L 5 0 3 . 2 2 6 . 1 2 8 5 1 11 7 C' 1 11 I I 9 1 1 Id L 11 6 I II ' 9 Ir --� j 6 19 1 11 II FAX : 503 . 226 . 1 670 I I L---�T�� I I J-I 1 I� 21 W W W C I D A I N C C O M j 6 i=I `yii JF Eg=n -=C7 C,=ih'7y ��?y ; 7 rT'� I I x I It L; 1-�O 1'11 1 , > I I , �_________- 10 1 i �� rr �� i ------ 18 I I 1 1 21 6 / / / '' I I 6 11 i ; II 11 I 1 L ii 16 17 6 19 I 9 / s II i i I 15 . . . ; = O o V v O 1 ' / \ LL. Q `y 'i / \ Lu 0 N QS lJ / n Ln 3 / � - - - - - - - - - - - - - s DEMOLITION SHELL PLAN 2 DEMOLITION REFLECTED CEILING PLAN DEMOLITION SHELL 4 PLAN&RCP /8" = 1'-0" NOTE: DEMOLITION WORK UNDER SEPARATE PERMIT: BUP2021-00160 1/8" = I'-0" NOTE: DEMOLITION WORK UNDER SEPARATE PERMIT:BUP2021-00160 0 Al e0 JOB NO.210085.01 ©2021 ODA P.C/CIDA ALL RIGHTS RESERVED '.. 9 KEYNOTES WALL TYPES LEGEND GENERAL NOTES • ALL INSULATION VALUES ARE MINIMUM R-VALUES. INSULATION TO FILL ENTIRE STUD tie Oi (N)SERVICE/EGRESS DOOR AND CONCRETE LANDING CAVITY AND MEET OSSC SMOKE DEVELOPMENT AND FLAME SPREAD REQUIREMENTS- OA NEW STOREFRONT--SEE TYPES A5.1 I. CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS SHOWN OR IMPLIED ON DRAWINGS PRIOR TO START SEE CS I FOR MORE INFORMATION OF CONSTRUCTION. NOTIFY A/E OF ANY DISCREPANCIES. 151E J. JOSS O (N) SIDING PER ELEVATIONS A2.1 101-A NEW DOOR--SEE TYPES A5.1 2. APPLICABLE CODES:ALL WORK SHALL BE IN CONFORMANCE WITH ALL FEDERAL,STATE,AND LOCAL CODES. ALL CODE EXTERIOR WALL O -2X6 WOOD STUDS WITH PLYWOOD SHEATHING AND SELF REFERENCES IN THE DRAWINGS AND SPECIFICATIONS SHALL MEAN,AND ARE INTENDED TO BE,THE LATEST EDITION,, •(E) COLUMN TO BE MODIFIED--SEE STRUCTURAL DRAWINGS FOR MODIFICATIONS ADHERING AIR AND MOISTURE BARRIER INTERIOR 5/8"GYP.BR FULL HEIGHT. (E)WALL TO REMAIN AMENDMENT OR REVISION OF SUCH REFERENCED STANDARD IN EFFECT AS OF THE DATE OF THE CONTRACT DOCUMENTS. OR 11 PROVIDE R-21 INSULATION FULL CAVITY TO MEET OEESC NOTED ON CSI. 3. CONTRACTOR SHALL COORDINATE ALL REQUIRED TESTING AND INSPECTIONS. AA 70{ 4 (E) ROOF ACCESS LADDER EXTERIOR FINISH:SEE ELEVATIONS A2.1 -------- (E)WALL TO BE REMOVED 4. COORDINATE SALVAGE AND/OR REUSE OF MATERIALS WITH OWNER 7 5. ALL DOOR HARDWARE SHALL MEET THE REQUIREMENTS OF ANSI A 117.1 2009 EDITION AND THE ADA, VOF 5 (E) BEAM EXTERIOR INFILL WALL-2X4 WOOD STUDS WITH PLYWOOD SHEATHING PER (N)WALL-SEE WALL TYPES THIS SHEET 6. FIRE EXTINGUISHERS SHALL BE LOCATED AS REQUIRED BY SECTION 906 DEC AND APPROVED BY LOCAL FIRE MARSHALL B❑ STRUCTURAL DRAWINGS AND SELF ADHERING AIR AND MOISTURE BARRIER 7. LIGHT AND VENTILATION NOT INDICATED ON THESE PLANS SHALL BE PROVIDED AS PER SECTION 1203& 1205 OSSC. 6 VAULTED CEILING PROVIDE R-13 INSULATION FULL CAVITY TO MEET OEESC NOTED ON CS 1.INTERIOR 8. PROVIDE EXIT ILLUMINATION AND SIGNAGE PER SECTION 1006&SIGNAGE PER SECTION 101 1 OF THE OSSC, 7O ROOF UNE ABOVE SIDE ABUTS TYPE C FURRING WALL EXTERIOR FINISH:SEE ELEVATIONS A2.1 9. ALL DIMENSIONS ARE TO FACE OF FINISH UNLESS NOTED OTHERWISE. FURRING WALL-2X4 WOOD STUDS WITH VAPOR BARRIER INTERIOR 5/8"GYP.BR O (N)COLUMN PER STRUCTURAL DRAWINGSC FULL HEIGHT.PROVIDE R-13 INSULATION FULL CAVITY TO MEET OEESC NOTED ON CS 1. O (N) GYP. BD.CEILING Z 10 (N)BEAM PER STRUCTURAL L 0 w wa O O Z O A2.I 2 _ a O cr 36'-0"VFY.(EXST.CMU WALL) O ? z w w w O 4' 33'-4"VFY. 4 m A5.1 9 N o o 0 0 2 0 F) � In � A C C C 4 01-AI A 9 N M � 1 3 A 53.1 — — — — — — — — — — — — — — — — — — — — — — — _ I XI LL ARCHITECTURE ENGINEERING o �• 5 • R Si 15895 SW 72ND AVE SUITE 200 24 TEL : : 5 0 3 . 22 6 28 OREGON 1225 ■lR 7--� 5 F A X : 5 0 3 . 2 2 6 . 1 6 7 0 Z \ / W W W C I D A I N C C O M / 3 I / II // OCC. LOAD: I / 7 7 I / O U L7 J LL w 0 LLL U O Lu OL c — — — — — — — — — — J J W GL Ln / I ( � A2.I 0 0 8 z PROPOSED SHELL PLAN 2 PROPOSED REFLECTED CEILING PLAN SHELL PLAN& s REFLECTED CEILING 8" = I'-0" NOTE:TENANT IMPROVEMENT TO BE PERMITTED SEPARATELY. 1/8" = 1'-0" NOTE:TENANT IMPROVEMENT TO BE PERMITTED SEPARATELY. PLAN d� Al . ryryry JOB NO. 210085.01 ©2021 ODA P CJODA ALL RIGHTS RESERVED w ELEVATION GENERAL NOTES KEYNOTES Li I. DEPICTION OF EXISTING CONDITIONS BASED ON PROVIDED DOCUMENTATION. O1 864 SF ADDITION -- INFILL(E) DRIVE THROUGH AA ��jpg OR CONTRACTOR TO VERIFY ALL CONDITIONS SHOWN OR IMPLIED N HOR NTAL OMPOSITE SIDING TO MATCH EXISTING THROUGHOUT THE DRAWINGS AND NOTIFY ARCHITECT AND/OR ENGINEER OF ANY DISCREPANCY. 2 EXISTING/ RELOCATED WINDOWS 2. APPLICABLE CODES:ALL WORK SHALL BE IN CONFORMANCE WITH ALL FEDERAL, STATE,AND LOCAL CODES. SPECIFICATIONS AND STANDARDS SHALL MEAN, W l S R DOOR AND ARE INTENDED TO BE,THE LATEST EDITION,AMENDMENT OR REVISION OF SUCH REFERENCE STANDARD IN EFFECT AS OF THE DATE OF THE CONTRACT 4O EXISTING PYLON SIGNAGE TO REMAIN DOCUMENTS. ONEW HORIZONTAL COMPOSITE SIDING AT EXISTING ROOF FRAMING SIDING TO MATCH NEW ADJACENT. PAINT:TBD Z O F � w � d � PROJECT SCOPE O Q O _ � 0 w w o t - 5 ? m L L t o o N o 0 1 I a � o 0 o ao = 1 J1C—I 1=1 11=1 11= II I I-t 1=1 1=1 1=1 I -T=(I i— =1 1=1 -1 -1 -1 1=1 -1 -1 I-1 f=��_ _ — — — I— -1 -1 I —Tll=1 =1 I -1 11= 11=1 -1 I- -1 I- = — I I I I -1 - N "' - - I — � — — II III=111—J�—Jjl j�[ �_J�=1�III=1L(—III�II—III-I=III�J1—II —IT —11T —jZl T�III—III=1�=1 J1-1 II�1-jl—III—T_ I —1�— — j� �1�—Itl�l��—IIE - -T�Tr 1 SOUTHEAST ELEVATION - PROPOSED ARCH TL-C.-Ull1 PROJECT SCOPE PROJECT SCOPE ♦ / I 1 1 I I 15895 SW 72ND AVE SUITE 200 PORTLAND, OREGON 97224 5 I 1 T E L : 5 0 7 2 2 6 . 1 2 9 5 I I I I 1 F A X 5 0 3 2 2 6 1 6 7 0 W W W . C I D A I N C C O M 3 i t I 1 = I _=�I I�I — _I=1 2 WEST ELEVATION - PROPOSED 3 EAST ELEVATION - PROPOSED 1/81, o„ d = Z o v O w u- � o � Q O w J J N W PROJECT SCOPE _ _ _ - - — — — — - - - - - - - - - - - -------------- I O❑E] O �O_ - - - - — — s _ L� ILi-IlI III llC �_ LT iTf 1ZI _II � IIII=111 IT_I III III T� I—JJ� I. T I-1 H 11Tf—��—ITI- -17f I. 111. .1Tf. .1Tf-1Tl.:.l I I. .f11.:.1T1ITl=1 1 =1 I 1=1 1=1 — 1 - - 1 -1 III=(=I II I T�-111-1 I r I -1T i I11T1 - I f(:iT1Tf: r I . I I TI rt — . I -1 �—�I L .:. 1 I_I II I.:.�I I :T111 . 1Tf .:iTHTI.:TIMI ISI 11-1 I :T1iTi�1TfI f 1=1I7f—�I I 4 NORTH ELEVATION - PROPOSED s SOUTH ELEVATION - NO CHANGE THIS FACADE ELEVATIONS- PROPOSED 0 A2 . 1 JOB NO. 210085.01 02021 ODA RCADDA ALL R1GE4TS RESERVED 9 VAPOR BARRIER BATT INSULATION PER PLANS BATT INSULATION PER PLANS DOOR SCHEDULE GYP. BD. EXTERIOR SHEATHING PER STRUCTURAL 4e TYPE OPENING DOOR FRAME ASSEMBLY Lim WEATHER- RESISTIVE AIR BARRIER-- 2X4 WOOD STUD FURRING I ! ATTACH W/PLASTIC CAP FASTENERS PER N0. TYPE WIDTH HEIGHT T 3/4 MA7'L FINISH MAT'L FINISH HDWR FIRE RATING NOTES / INTERIOR WALL PER PLANS i ! MANUF. INSTRUCTIONS- LAP 4"MIN. 101-A A 3 -0 7 -0 1-3 4 HM PAINT HM PAINT 1 -- -- POIIIlA1D� OR SPRAY APPLIED BITUMENOUS j VERTICAL FURRING STRIPS 11106 — — — — — — DAMP PROOFING @ INT.SIDE j ` COMPOSITE SIDING PER ELEVATIONS A2.1 OF (E) CMU j TABLE NOTES: ABBREVIATIONS j .I SELF ADHERED MEMBRANE FLASHING 1 AL ALUMINUM CONT. SEALANT II LAP OVER HEAD FLASHING GL GLASS j j�j HM WELDED HOLLOW METAL GYP.SILL BELOW I N z STL STEEL (INSULATED) VAPOR " STL• STEEL PANEL FLUSH, INSULATED --------------- ( ) ALUMINUM STOREFRONT SYSTEM BARRIER SHIM SHIM j ' HARDWARE SCHEDULE DOOR TYPES ! ! CONTINUOUS VENT STRIP AND INSECT Z TYPE 1: GENERAL NOTES: SCREEN -- INSTALL TOP FACE UP ! INT. FINISH - r 1 1/2 PR EA BUTTS 1. ALL HARDWARE SHALL COMPLY WITH CONTINUOUS STARTER STRIP 1 ENTRANCE LOCKSET THE REQUIREMENTS OF THE ADA. O 0 z O BACKER ROD 1 WEATHERSTRIPPING E FLASHING-- COLOR TO MATCH AND SEALANT, PRE-FINISHED SHEET METAL HEAD 1 THRESHOLD 2. DOORS SHALL BE OPENABLE FROM O ~ g TYP. STOREFRONT THE INSIDE WITHOUT THE USE OFA KEY OR SPECIAL KNOWLEDGE OR 0 z (D EFFORT. 0 Z z C INT. FINISH CONT. SEALANT AND BACKER ROD DOOR AS SCHEDULED w w w O 3. COORDINATE KEYING OF ALL DOORS (E) MASONRY WALL EXTERIOR WITH OWNER FOR PROPER USE AND BEYOND } ? m OPERATION. N O o 4. COORDINATE FINAL HARDWARE WITH n o o a NOTE: HEAD CONDITION SIMILAR TENANT FOR APPROPRIATE FUNCTION. o a o o 0 N N M It h 12'-3"VEY. 1 ALUMINUM STOREFRONT -- JAMB @ E MASONRY 2 HOLLOW MTL. DOOR -- HEADER (EXISTING R.O.) 5. 3" = 1'-0" 5. 3" = 1'-0" EQ. EQ. EQ. > 1-- O A (E)ALUMINUM STOREFRONT 1 EXTERIOR INTERIOR COUNT: 1 --- IN. FINISH , VAPOR BARRIER ALUMINUM STOREFRONT SYSTEM INTERIOR SELF ADHERED MEMBRANE BATT INSULATION PER P NS 6'-3"VFY. GYP. BD.JAMB BEYOND I (EXISTING R.O.) 1/2„ DOUBLE STUDS AT JA SHIM EQ, EQ. EQ. EQ, u I N T r R 1 0 R Si CONT, SEALANT SHIM CONT. SEALANT AND BACKER ROD j EXTERIOR SHEATHIII PER STRUCTURAL D e95 sw 72ND Ave SUITE 200 � Z .-. PORTLAND. OREGON 97224 2X4 WOOD STUD FURRING ! WEATHER- RESISTIV R BARRIER-- > CONT. SILL FLASHING L__________-_________ Fn O E s o s . z z b . 285 W/END DAMNS WALL PER PLANS — — ATTACH W/PLASTIC P FASTENERS PER r d ! j MANUF.INSTRUCTION - LAP 4"MIN. r 5 A x s o 3 . z z a . e 7 c INTERIOR FINISH FEIE// :[:E SET FLASHING IN ! j VERTICAL FURRING STRI CONTINUOUS BED OF www n SEALANT BATT INSULATION PER PLANS EXTERIOR COMPOSITE SIDING PER ATIONS A2.1 j ! (E) MASONRY WALL VAPOR BARRIER FRY"J"MOULDING ! i CONT. BACKER ROD AND SEALANT j SPRAY APPLIED BITUMENOUS DOOR AS SCHEDU D DAMP PROOFING @ INT.SIDE OF(E) CMU (E)ALUMINUM STOREFRONT B COUNT: I s ALUMINUM STOREFRONT -- SILL @ E MASONRY s HOLLOW MTL. DOOR -- JAMB STOREFRONT TYPES 5. 3"- 1,_o" 5. 3" = I. o. 5.1 1/4" - 11-01, Z VAPOR BARRIER d 0 LL oU (7 BATT INSULATION PER PLANS LLJ w L _ CL INT. FINISH O U. Q O INTERIOR 2X4 WOOD STUDS FURRING WALL w Q PER PLANS FACE OF(E)WALL d SELF ADHERED MEMBRANE J < - - - - - - — w (/) CONT. SEALANT v=i Ln _ GYP. SILL BELOW HOLLOW METAL DOOR AND FRAME F— 2X4 WOOD STUDS INFILL WALL PER PLANS SHIM INTERIOR EXTERIOR ALUMINUM THRESHOLD TO MEET ADA j ACCESSIBILITY STANDARDS--SET IN CONTINUOUS BED OF SEALANT ALUMINUM STOREFRONT SYSTEM (N) CONCRETE LANDING--4" r C (E) MASONRY WALL BEYOND R a4 b EXTERIOR CONT. SEALANT AND BACKER ROD Z INTERIOR VERTICAL FURRING STRIPS FLOOR FINISH COMPOSITE SIDING PER ELEVATIONS A2.1 v GRAVEL--2" o WEATHER- RESISTIVE AIR BARRIER--ATTACH W/PLASTIC CAP DOOR&STOREFRONT FASTENERS PER MANUF. INSTRUCTIONS-LAP 4" MIN, EARTH TYPES AND DETAILS NOTE: HEAD CONDITION SIMILAR-- PROVIDE CONT.VENT AND BUG SCREEN AT HEAD CONDITION A 5 . 1 y s ALUMINUM STOREFRONT -- JAMB @ INFILL WALL 10 HOLLOW MTL. DOOR @ THRESHOLD / N LANDING JOB NO. 210085.01 5. 3" = I'-0" 5. 3" = I'-0" 02021 ODA.RCIODA ALL RIGHTS RESERVED 9