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A6.2 ARCHITECTURAL DETAILS
A63 ARCHITECTURAL DETAILS
A6.4 ARCHITECTURAL DETAILS
I The Adrienne TIGARD OREGON (�U A,\/- ��- �� U U DETAILS
A6.6 ROOF GARDEN DETAILS 2
U 11 A7.1 INT RIOR ELEVATIONS
UUM A7.2 INTERIOR ELEVATIONS THE ADRIENNE
A ,1 INTERIOR DETAILS
A3.2 INTERIOR DETAILS
A .3 INTERIOR DETAILS 7148 SAN GONZAGA STREET
A9.1 ASSEMBLIES T•IGARD, OREGON 97223
UUM A9,2 SCHEDULES /WINDOW TYPES
A9 F% ISH P L S
A .4 FINISH PLANS 2
S ,1 r) AWING INDEX AND ABBREVIATIONS
SO.2 CENERAL STRUCTURAL NOTES <
S .3 GENE L STRUCTURAL NOTES qty o -figard
SOA GENERALSTRUCTURALNOTES A, d Plans
SO.5 SPECIAL INSPECTIONS AND TESTING
S0.6 SPECIAL INSPECTIONS AND TESTING / mDat PROJECT DIRECTORY r
6 VICINITY PLAN S2.1 FOUNDATION FLAN
THE ADRIENNE
SYMBOL DESCRIPTION S SECOND FLOOR;: . ;. { ,, � ''� :«x R FRA INC PLAN
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3250 SW HUNZIKER ST. FINISH TAG-SEE FINISH SCHEDULE ON S62 STEEL DETAILS
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BASED ON THE 7U SEC. 1014,3 COMMON PATH: S E A
R-2: EXCEPT, 1 - 126`MAX: 84' PROVIDED I
ITEM VALUE: DESCRIPTION: SCOTTI EDWARDS ARCHITECTURE LLP
OCCUPANCY: SEC. 1015.1 EXIT AND EXIT ACCESS:
SEC 302 OCCUPANCY: B, R-2 PROFESSIONAL (2) EXITS OR EXIT ACCESS DOORWAYS 2525 E. Burnside St., Portland, OR 97214
OFFICE - REQUIRED FROM ANY SPACE WHERE:
RESIDENTIAL @OCCUPANT LOAD EXCEEDS TABLE 1015.1 phone:(503) 226-3617 www.sealip.com
®COMMON PATH EXCEEDS 1014.3
CONSTRUCTION TYPE: a REQUIRED BY 1015.3, 1015.4 AND 1015.5
SEC 602 CONSTRUCTION TYPE,- TYPE V-B, FULLY -SPRINKLERED
SEC. 1015,2 EXIT ARRANGEMENT:
ALLOWABLE AREA: WHERE MULTIPLE EXITS REQ., SHALL BE SEPARATED BY NOT LESS THAN 1/3
TABLE 503 BASIC ALLOWABLE AREA: B: 9,000 SF (2 STORY) THEM . OVERALL DIAGONAL
R-2 7,000 SF (2 STORY)40'-0" MAX
PROPOSED: 11,336 SF -OK TABLE 1016.1 EXIT TRAVEL DISTANCE:
B OCCUPANCIES, SPRINKLED = 300'
AREA MODIFICATIONS: R OCCUPANCY, SPRINKLED = 250'
SEC 504.2 SPRINKLER INCREASE MAX HEIGHT (40') + 20' - 60' CENTREXCONSTRUCTION, INC,
MAX STORIES (2) + 1 = 3 TABLE 1017.1 CORRIDOR FIRE RATING, AVIATION GO MMER GI/kL - INDUSTRIAL
SEC 506,3 SPRINKLER INCREASE TABLE 503 AREA (7,000) + 200% = 21,000 SF B OCCUPANCIES, SPRINKLED = 0 HR
R OCCUPANCY. SPRINKLED 1/2 HR
SEC 508.3.2 NON-SEPARATED OCCUPANCIES:
MOST RESTRICTIVE PROVISIONS OF SECTION 403 AND TABLE 1021.1 MIN. NUMBER OF EXITS:
CHAPTER 9 SHALL APPLY TO ENTIRE BUILDING- SEE 1-500 OCCUPANTS = 2 EXITS
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5063 ABOVE._�R-2 MOST RESTRICTIVE OCCUPANCY
SEC 1021.2 SINGLE EXITS rETER F"i.rMRIMM
TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES- B .- R 1 HR MIN. TABLE 1021.2 STORIES WITH 1 EXIT
4(SPRINKLED) B OCC.: IST STORY: 49 OCC MAX& 75' TRAVEL DISTANCE.
2 O T. r 1) RTLAND,OREGON
SEC 508.4.4.1 REQUIRED SEPARATIONS SHALL BE FIRE BARRIERS OR HORIZONTAL B OCC: 2ND STORY: 29 OCC & 75' TRAVEL DISTANCE.
LICENSE#;41,966
ASSEMBLIES. DIST.
SEC. 1022 EXIT ENCLOSURE YES <4 STORIES = 1-HR FIRE BARRIER
AREA/OCCUPANCY: NEW TOTAL LOAD OCCUPANTS
FIRST FLOOR: ACCESSIBILITY:
AREA W/ B OCC. 2,097 SF 2,097 SF 100 GROSS 21 SEC 11011 ACCESSIBILITY: ALL NEW SITE AND BUILDING COMPONENTS SHALL Digitally signed by Peter Grimm
AREA'B'/ B OCC, 0 SF 380 SF 100 GROSS 4 COMPLY WITH THE REQUIREMENTS OF THIS SECTION PER THE 1991 Date: 2014,05.08 15:57:59-07'00'
AREA'C' (LOBBY) 2'25 SF 225 SF N/A N/A AMERICANS WITH DISABILITIES ACT, AND ALL CURRENT ORS
SUBTOTAL: 2,865 SF 2,865 SF 25 AMENDMENTS.
SECOND FLOOR: ENERGY CONSERVATION:
OCC.
LO 2
AREA'C'/R-2 OCC, 3,460 SF 3,460 SF 200 GROSS 18 BUILDING ENVELOPE: ALL NEW ENVELOPE COMPONENTS SHALL MEET
C 1 0 100
1 025 SF 1 02_5 SF 100 GROSS 8 OR EXCEED THE FOLLOWING REQUIREMENT,
8 S
8 S
SECOND
=4,485 SF 4,485 SF 26 CONTRACTOR SHALL PROVIDE SUBMITTALS TO DEMONSTRATE
THIRD FLOOR, COMPLIANCE, AND ALL COMPONENTS SHALL BE LABELED PER CODE
AR.EA'C'/ R 1-2 OCC. 4,485 SF _4,.485SF..200_GROSS 23 REQUIREMENTS, THE ADRIENNE
ROOF DECK: COMPONENT: REQUIREMENT:
AREAW/A OCC. 635 SF 635 SF 15 NET 45 2 WINDOWS (UP TO 30%) U 0.46
7148 SW GONZAGA STREET
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1 11 1 �9
BUILDfINGTOTA=L: 11,971 SF 11,971 SF 119 SHADING COEFFICIENT 0.40 TIGARD, OREGON 97223
DOORS U 0.80
MIXED USE AND OCCUPANCIES: ROOFS R 38 min.
SEC 508
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WALLS - MASONRY* R-11.4 ci -OR-
SECOND
OR-
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THI MASONRY W/INTEGRAL
INSULATION -ALL CORES FILLED; AT
FIRE RESISTANCE: LEAST 50% FILLED W/ VERMICULITE
TABLE 601 FIRE RESISTANCE RATING FOR BUILDING ELEMENTS: OR EQUIVALENT FILL INSULATION,
STRUCTURAL FRAME, 0 HOURS
BEARING WALLS, WALLS - FRAME R-13 + R 3,8ci -OR-
-EXTERIOR: 0 HOURS U 0.51 GROUP R
-INTERIOR: 0 HOURS
NON-BEARING PARTITIONS: OHOURS
FLOOR CONSTRUCTION: 0 HOURS
ROOF CONSTRUCTION: OHOURS PLUMBING RNIA(TURES:
TABLE 602 EXTERIOR WALLS BASED ON P.L. -'EAST WALL 1 HR RATED (0'-10')
FIRE RESISTANCE:
SEC 705.2 PROJECTIONS: PLUMBING FIXTURES:
-SHALL NOT EXTEND BEYOND A POINT 1/3 THE DISTANCE TO THE LOT LINE FROM TABLE 29-A PLUMBING FIXTURES REQUIRED
ASSUMED VERTICAL PLANE:
- MORE THAN 12" INTO AREAS WHERE OPENINGS ARE PROHIBITED, 2865/200 15 OCC 2= 7.5 EA.
TABLE 705.8 EXTERIOR WALL OPENINGS, (F.S.D. = FIRE SEPARATION DISTANCE)
F.S.D. UNPROTECTED PROTECTED OCC WC LAV
0-3' NIP NIP BUSINESS B 8 OCC. 1M 1F 1Mj1F
3-5' NIP 15% *
5-10, 10% 25% * TOTAL WC/LAV REQ'D.: MEN: 1 WC& 1 LAV
*5'41 AT 1ST FLOOR E. PROPERTY LINE: 4'-9 1/2" @ 2ND/3RD FLR E. PROPERTY LINE WOMEN: 1 WC& 1 LAV
SEC 705.11 PARAPETS YES 2 OFFICESECONDF OR
1,0 S LO
SEC 705.11.1 PARAPET CONSTRUCTION SAME FIRE RATING AS REQUIRED FOR 0
1,025 SF 1200 6 OCC 12 3 EA,
FIRE SEPARATION DISTANCE. NON TOTLWC/LAV
0
TOTAL WC/LAV REO'D.: MEN: 1 WC & 1 LAV
COMUBSTIBLE MATERIAL FOR THE TOP 18" WOMEN: 1 WC & 1 LAV
SEC 706 FIRE WALLS: N/A
SEC 707 FIRE BARRIERS, YES
SEC 708 SHAFT ENCLOSURES: YES- ELEVATOR HOISTWAY, EGRESS STAIR,
MECHANICAL CHASE (CONNECTS 3 STORIES)
SEC 709 FIRE PARTITIONS:
BETWEEN DWELLING UNITS 1/2 HOUR PER 709.3 EXCEPTION 2
CORRIDOR WALL 1/2 HOUR PER 709.3 EXCEPTION 1
BETWEEN R-2 AND B 1 HOUR
SEC 710 SMOKE BARRIERS: N/A � 05/08/14 REVISION 2
SEC 711 SMOKE PARTITIONS: NIA
SEC 712 HORIZONTAL ASSEMBLIES: 1ST AND 2ND FLOOR SEPARATION = I-HR PER
508.4 10/18/13 PLAN CHECK COMMENTS
DWELLING UNIT SEPARATION 1/2-HR PER 712.3 EXCPT.
SEC 715 OPENING PROTECTION: FIRE BARRIERS = 1-HR FIRE PARTITIONS = 20 IN
TABLE 1005.1 EGRESS WIDTH:32" MIN REQ'D 103 OCC x 0,2" = 20.6"TOTAL EGRESS WIDTH Dr wing-
READ PER TABLE 1005-1.1. MIN REQD EXIT
WIDTH OF 32" GOVERNS FOR EACH READ EXIT, ABBREVIATIONS
(SEE ALSO CHAPTER 11 FOR 36" MIN, ADA
WIDTH) AND NOTES
INTERIOR FINISHES:
TABLE 803,5 MIN, FLAME SPREAD RATING: (SPRINKLED)
B & M: EXIT ENCLOSURES B
CORRIDORS C
ROOMS& ENCLOSED SPACES C
R-2: EXIT ENCLOSURES C Job No: 1310
CORRIDORS & EXITWAYS C Date: 8/1/13
STAIRWAYS
SEC. 10091 STAIRWAY WIDTH: OCC. LOAD < 50 - 36"Mlk 48" PROVIDED Sheet O.
SEC, 10093 RISERS: 7"MAXIMUM 7" PROVIDED
TREADS: 19"MINIMUM 11" PROVIDED
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PROPERTY LINE-SEE SITE PLAN
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SCOTTI EDWARDS ARCHITECTURE LLP
2525 E. Burnside St., Portland, OR 97214
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METAL CAP FLASHING. MATCH SIDING
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206A BATHROOM T-1 T-1 PT-7 P-7 P-7 P-7A `- 205A1 LIVING ROOM PR 3'-0"X 6'-8" SG H MFGR MFGR W11 MFGR 12 Digitally signed by Pater Grimm
207A BATHROOM T-1 T-1 PT-8 P-8 P-8 P-8A cq0206A1 TOILET ROOM 2'-8"X 6'-8" SC C PT- PCT PT- 13 POCKET DOOR Date: 2014,05.08 15:59;14-07'00'
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FRAME TYPES206D1 OFFICE 3'-0"X T-0" S A PT- TIMELY 1 MFGR
1/4" = 1'-0" 207D1 BATHROOM S-0"X T-0"' S C PT- TIMELY 1 MFGR tOOCC. INDICATOR208D1 BATHROOM 3` 0"X T-0" S C PT- TIMEL 1 MFGR INDICATOR #==
209D1 WORKROOM (2) 2'-0"X T-0" SC C PT- GWB 1 MFGR KROWN HARDWARE
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1 05/08/14 REVISION 2
a 10/18113 PLAN CHECK COMMENTS
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GENERAL NOTES
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OFFICE WALLS P-1 2525 E, Burnside fit,® Portland, OR 97214
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-----_--------—
STYLE MFR,- TIERRA SOL MFR.: AEP SPAN MINI-V BEAM X 4" HIGH SOLID HARWOOD WSti: EASED EDGE
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COAST GREY AVIATION COMMERCIAL - INDUSTRIAL
DESIGNATION: B-2 DESIGNATION: PT-9 ACCENT WALL DESIGNATION: MP-2 ACCENT METAL
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4 WOOD CABINETS STYLE
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FINISH: SEMI-GLOSS COLOR: DESIGNATION: WD-1 (LIGHT SCHEME) COLOR: I ----_—
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CLEAR FINISH i,
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DESIGNATION: B-4 MFR.: ARCHITECTURAL PANEL C=
--------------- ------------------------------------------------
STYLE: X 4" HIGH SOLID HARWOOD %�FWEEASED EDGE
WOOD CABINETS: DESIGNATION AP-1 ----------
COLOR PT-X COLOR: DESIGNATION: WD-2 (DARK SCHEME) MFR.: TRESPA METEON
A- ------ ------
FINISH:' SEMI-GLOSS ERRKWGW AMERICAN WALNUT STYLE: L\
----------- ------ Digitally signed by Peter Grimm
-----------
DESIGNATION: PT-12 ACCENT WALL FINISH: CLEAR FINISH COLOR, STONE BEIGE ---------- ---------- ------
---------------
MFR,:
Date: 2014,05.0815:59:22-07"00'
CONCRETE
------- STYLE:
DESIGNATION: CONC-1 (POLISHED)
WOOD FLOORING EXTERIOR MASONRY -------
COLOR: ------------- -------- - ---------------
MFR.:
DESIGNATION,' WF-1 (LIGHT SCHEME) DESIGNATION: BR-1 (BRICK) -------------
COLOR: DESIGNATION: PT-13 ACCENT WALL MFR. KENTWOOD MFR.- MUTUAL MATERIALS
MFR,: ERRKWGW: ORIGINALS, ENGINEERED STYLE:
------------
DESIGNATION: CONC-2 (CLEAR-SEALED) STYLE: COLOR: BRUSHED ASH, SANDERSON COLOR: EBONY
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MFR.: COLOR: --
COLOR,
WOOD FLOORING DESIGNATION: CMU-1 (CMU BLOCK)
DESIGNATION: PT-14 ACCENT WALL DESIGNATION: WF-2 (DARK SCHEME) MFR: MUTUAL
----------- -------------- --------------
TR THE ADRIENNE
MFR,: MFR_ KENTWOOD MATERIALS -----------
L-71 ------- _j
CARPET STYLE: STYLE: ORIGINALS, ENGINEERED STYLE SMOOTH FACE
DESIGNATION: CPT-1 COLOR: COLOR� AMERICAN WALNUT, COLOR
MFR.: MOHAWK GROUP/LEES NATURAL ELITE
STYLE: BRAIN POWER#GL1 36 DESIGNATION, PT-15 ACCENT WALL EXTERIOR- - CONCRETE- - 7148 SW GONZAGA STREET
COLOR: #138 CRAFTINESS MFR,: DESIGNATION: CONC-3
STYLE, WALK-OFF MFR: TI ARD, OREGON 97223
DESIGNATION. CPT-2 (LIGHT SCHEME) COLOR: DESIGNATION:I - - - WOM-1 STYLE:
MFR,: MASLAND MFR,: COLOR, FIRST FLOOR FINISH PLAN Cif
STYLE: MILHOUSE#7914 DESIGNATION: PT-16 ACCENT WALL STYLE: - 1 1/8" V-0" 0
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MFR.: FORBO MFR. IT
DESIGNATION: WT-3 (DARK SCHEME) STYLE: FD
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COLOR: #3252 SPARROWCOLOR: STYLE: GLASSHUES, 3" x 12" FINISHES FIIS
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DESIGNATION: PT-1 GEN, OFFICE WALLS MFR.: WILSONART MFR.: STATEMENTS TILE COLOR:
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REF. 50.2 THRU SOA. PLYWOOD ROOF SHEATHING.ATTACH REF. 1/57.1.
1 10d NAILS @ 6"oc.AT PLYWOOD
2. REF.ARCH. DWGS, FOR ROOF EDGES AND 1 '° .c. AT INTERMEDIATE
ELEVATIONS AND SURFS. SUPPORTS REF. 1157.3. Job e 213043
3. REF. 57.1, 57.2 AND 57.3 FOR TYPICAL INDICATES STEP IN ELEVATION.
WOOD DETAILS. ate: 10{21113
4. FL. INDICATES TOP OF SHEATHING 7. INDICATES 2x6 @ 16"o.c.STUD LOAD Sheet 4.
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STAGGER PANEL
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CONT, GALV. SIMPSON STC GLIM
TYP,
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com
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AS REQUIRED
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REF. PLAN WALL STUD WALL OR BEAMS
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Consulting
PROVIDE "GAP AT ALL PANEL JOINTS, 111 SW 5th Avenue
FLOOR JOIST NON-BEARING REF. GENERAL STRUCTURAL NOTES FOR Suite 2500
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RF.F.ARCH. DOUBLE TOP PL CRIPPLE STUD TO NOT PERMITTED,
ALIGN /TRIM STUD
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FENCE POST"
SIMPSON RPS28
GL BEAM TO ON EACH PL 3" V-4"
4@f 1 P 0@f
1 MAXMIN. MIN.
CONNECTION AT FENCE POST-
NOTCH
TOP PL PLAN VIEW
NOTES-ES-
1. PPW"DENOTES WIDTH OF WOOD MEMBER,
2. SILL PL NOTES. SIMPSON SSI.5 AT ALL
A. WHERE NOTCH IS GREATER THAN NOTED, NOTCHES UP TO 2%"
LOAD BEARING WALLS PROVIDE ADDITIONAL ANCHOR BOLT EACH -�
SIDE OF NOTCH.
OPENING WIDTH HEADER SILL TRIMMER B. WHERE BOLT IS LESS THAN 1"GLR. FROM W/3
EDGE, PROVIDE ADDITIONAL ANCHOR BOLT. MAk
EQ. MSHEAR WALL 0'-0"TO 4f®0" 6x6 (2)2x (2)2x C. ALL OVER SIZED BOLT BOLES(HOLES 1I 1 4/3/14
SHEATHING 4`-1"T® -0" 6X (2)2x (2) x GREATER THAN X16" +ANCHOR BOLT O} - SIMPSON RPS2
REF. PLAN AND 1/S7.1
REF'.ARCH. FOR 6'-1"@ AND LARGER CONTACT ST RLIGTEJ L ENGINEER SHALL BE FILLED oaf EPDXY FOR TIGHT FIT. fWll t .
PLYWOOD SHEATHING 3, TOP PLATE STUD NOTE:
SIDE DRILLED HOLE SCHEDULE WOOD DETAILS
A NON-LOAD BEARING WALLS WHERE NOTCHED OR DRILLED HOLE EXCEEDSa _ MEMBER MAX. HOLE O
..__ _____P________ _ a b__...,_.m_-a__ ____Pm ALLOWABLE; �' JOIST W/
TOP PL: CONTACT KPFF CONSULTING TOP PL, SILL
OPENING WIDTH HEADER SILL TRIMMER ENGINEERS. AND W6
OFFSET STUDS POPmO@' TO 6P OP@ {2I 2x6 {2) � {2�2� STUD: REPLACE STUD. STUD SOLE
U.N.O. INP N PLAN VIEW
SHEATHING -1-`AND LARGER CONTACT STRUCTURAL ENGINEER 4. ALL HOLES TO BE DRILLED, NOT SAWN.
P>ARCH. Job a 213043
. ALL NOTCHES TO HAVE CORNERS PRE-DRILLED. s�@@
GLR, ate: 10/21/13
ELEVATIONSTUD
NOTES AND Sheet Oe
4 TYPICAL HEADER / SILL DETAIL 2 NOTCHES AT WOOD FRAMING .- 703
d 99=1 R-011 111=11_0f9