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INDEX,
APPLICABLE CODE: BUILDING/SITE INFORMATION:
PROJECT CONSULTANTS
2010 OREGON STRUCTURAL SPECIALTY CODE(0009), BASED ON THE INTERNATIONAL BUILDING CODE (IBC) PROJECT DRAWINGS:
2010 OREGON FIRE CODE(OFC), BASED ON THE 2009 INTERNATIONAL FIREIRE CODE(IFC) GOVERNING AGENCY: CITY OF TIGARD
2010 OREGON MECHANICAL SPECIALTY CODE(OMSC), BASED ON THE 2009 INTERNATIONAL MECHANICAL CODE (IMC)
TENANT: AND THE 2009 INTERNATIONAL FUEL GAS CODE(IFGC) ORDNINANCE: CDC CT(COMMUNITY DEVELOPMENT CODE OF THE CITY OF TIGARD) AO.1 PROJECT/CODE SUMMARY INFORMATION
2011 OREGON PLUMBING SPECIALTY CODE(OPSC), BASED ON THE 2010 UNIFORM PLUMBING CODE(UPC) 1.) ZONE: MUE-1 (MIXED USE EMPLOYMENT 1)
GREENBURG DENTAL 2011 OREGON ELECTRIC SPECIALTY CODE(OESC), BASED ON THE NATIONAL ELECTRICAL CODE(NEC) 2.) PERMITTED USE: EXISTING TENANT-COMMERCIAL OFFICE AO.2 STRUCTURAL GENERAL NOTES
DR. LINH TRAN PROJECT DESCRIPTION: 3.) MAX. BUILDING HEIGHT: EXISTING BUILDING HEIGHT TO REMAIN UNCHANGED A2.0 FIRE & LIFE SAFETY PLAN AND NOTES
9370 SW GREENBURG RD STE 603 PROJECT SCOPE IS AN INTERIOR TENANT IMPROVEMENT TO AN EXISTING, ONE-STORY COMMERCIAL BUILDING. THE TENANT IS 4.) TOTAL BUILDING AREA: SEE BLDG. CODE SUMMARY 7,414.3 SQ. FT. (EXISTING BUILDING AREA TO REMAIN UNCHANGED) /�
TIGARD , OR 97224 EXISTING. PROJECT CONSISTS OF NEW NON-LOAD-BEARING INTERIOR WALLS,AND NEW FINISHES. THIS PERMIT SET INCLUDES TENANT AREA: 1.726.2 SQ. FT. SQ. FT. SITE DRAWINGS
COMPILE tE ARCHITECTURAL DRAWINGS. M/E/P DRAWINGS ARE DEFERRED SUBMITTALS AND ARE BIDDER/DESIGNED.
5.) TOTAL SITE AREA: 227,420.5 SQ. FT. (5.22 ACRES) A1.0 ARCHITECTURAL SITE PLAN
ARCHITECT: 6.) OFF-STREET PARKING SPACES REQUIRED: EXISTING BUILDING AREA, USE AND EXISTING PARKING TO
REMAIN UNCHANGED
PURE ARCHITECTURE, AIA BUILDING CODE SUMMARY: 9.) LANSCAPING&YARD REQUIREMENTS: EXISTING BUILDING AREA,USE AND EXISTING PARKING AND ARCHITECTURAL DRAW 1 N G S
2440 LAUREL AVE NE LANDSCAPING TO REMAIN UNCHANGED
1.) CONSTRUCTION TYPES: V-B
SALEM, OR 97301 A3.0 ARCHITECTURAL FLOOR PLAN
PH: 503.763.9641
z.> OCCUPANCY CLASSIFICATIONS: B{OFFICE) A4.0 DOOR & FINISH SCHEDULES AND DETAILS
FAX: 267.392.7157 3.) SPRINKLED: NO
CONTACT: PETER LYLE STRAUHAL 4.) ALLOWED NUMBER OF STORIES/BLDG. HEIGHT: 40 FEET,2 STORIES
EMAIL: peter@purearch.com EXISTING STORIES/BLDG. HEIGHT: EXISTING BUILDING HEIGHT AND NUMBER OF STORIES TO REMAIN UNCHANGED
GENERALCONTRACTOR: 5.) FIRE RESISTIVE REQUIREMENTS: (TABLE 601) NO CHANGE TO BUILDING HEIGHT, STORIES,AREA, OR USE. PLUMBING D RAW I N G S
7.) AREA OF OPENINGS: (TABLE 705.8) UNLIMITED UNPROTECTED OPENINGS ALLOWED.
BROOKLAKE INDUSTRIES, LLC a.) BASIC TABULAR ALLOWABLE AREA: BOCC.,TYPE V-B:9,000s.F. MODIFICATIONS TO THE PLUMBING SYSTEM FOR THIS PROJECT ARE TO BEBIDDER/DESIGNED. THE PLUMBING PLANS ARE NOT A PART OF THESE
4870 BROOKLAKE RD NE ACTUAL GROSS FLOOR AREA: 7,233.0 SQ. FT.
BROOKS, OR 97305 CANOPY AREA: 181.3 SQ. FT. DOCUMENTS AND WILL BE SUBMITTED AT A LATER DATE. BIDDDER/DESIGNER IS
PH: 503.559.5975 TOTAL BUILDING AREA: 7,414.3 SQ. FT. (EXISTING BUILDING AREA TO REMAIN UNCHANGED) RESPONSIBLE FOR OBTAINING A PERMIT PRIOR TO CONSTRUCTION. PLUMBING
FAX: 503.393.2946 TENANT AREA: EXISTING: 992.9 SQ, FT. SQ. FT.
WORK TO MEET ALL APPLICABLE CODES. DEFERRED SUBMITTAL: I.B.C. SECTION
CONTACT: DAN SULLENGER PROPOSED: 1.726.2 SQ. FT. SQ. FT. (INCLUSION OF EXISTING INTERIOR SPACE FROM 106.3.4.2. PURE ARCHITECTURE, AIA ASSUMES NO RESPONSIBILITY FOR THE
ANOTHER TENANT SPACE OF 647.4 SQ.FT,) INFORMATION CONTAINED IN THE PLUMBING DRAWINGS.
EMAIL: dan@brooklakeindustries.com 9.) MEANS OF EGRESS: SEE FIRE&LIFE SAFETY FLOOR PLAN,SHEET A2.0, FOR EGRESS LOCATIONS,
EXIT SIGNS AND ADD'L FIRE. LIFE&SAFETY REQUIREMENTS
10.) DRAFTSTOPS: REQUIRED PER NOTE. SEE FLOOR PLAN SHEET A3.0.
12.) SPECIAL INSPECTIONS: PER OSSC SECTION 1704-SEE STRUCT. NOTES, SHEET A0.2 ELECTRICAL DRAWINGS13.) PLUMBING FIXTURE REQUIREMENTS: OCCUPIED SPACE: MODIFICATIONS TO THE ELECTRICAL SYSTEM FOR THIS PROJECT ARE TO BE
WATER CLOSETS LAVATORIES BIDDER/DESIGNED. THE ELECTRICAL PLANS ARE NOT A PART OF THESE
CLASSIFICATION: OCCUPANCY OCCUPANTS MALE FEMALE MALE FEMALE DRINK. FOUNT. OTHER DOCUMENTS AND WILL BE SUBMITTED AT A LATER DATE. BIDDDER/DESIGNER IS
RESPONSIBLE FOR OBTAINING A PERMIT PRIOR TO CONSTRUCTION. ELECTRICAL
OFFICE B 10 1 - WORK TO MEET ALL APPLICABLE CODES. DEFERRED SUBMITTAL: I.B.C. SECTION
NOTES: 1. OSSC SEC. 2902.3- EXCEPTION#1 . 106.3.4.2. PURE ARCHITECTURE, AIA ASSUMES NO RESPONSIBILITY FOR THE
INFORMATION CONTAINED IN THE ELECTRICAL DRAWINGS.
MECHANICAL DRAWINGS
MODIFICATIONS TO THE MECHANICAL SYSTEM FOR THIS PROJECT ARE TO BE
BIDDER/DESIGNED. THE MECHANICAL PLANS ARE NOT A PART OF THESE
DOCUMENTS AND WILL BE SUBMITTED AT A LATER DATE. BIDDDER/DESIGNER IS
RESPONSIBLE FOR OBTAINING A PERMIT PRIOR TO CONSTRUCTION. MECHANICAL
WORK TO MEET ALL APPLICABLE CODES. DEFERRED SUBMITTAL: I.B.C. SECTION
106.3.4.2. PURE ARCHITECTURE, AIA ASSUMES NO RESPONSIBILITY FOR THE
INFORMATION CONTAINED IN THE MECHANICAL DRAWINGS.
FIRE PROTECTION DRAWINGS
MODIFICATIONS TO THE FIRE PROTECTION ELEMENTS FOR THIS PROJECT ARE TO
BE BIDDER/DESIGNED. THE REVISED FIRE PROTECTION ELEMENTS ARE TO
BE DESIGNED BY A FIRE PROTECTION ENGINEER REGISTERED IN THE
STATE OF OREGON. THE FIRE PROTECTION PLANS ARE NOT A PART OF THESE
DOCUMENTS AND WILL BE SUBMITTED AT A LATER DATE. BIDDER/DESIGNER IS
RESPONSIBLE FOR OBTAINING A PERMIT PRIOR TO CONSTRUCTION. FIRE
PROTECTION WORK TO MEET ALL APPLICABLE CODES. PURE ARCHITECTURE, AIA
ASSUMES NO RESPONSIBILITY FOR THE INFORMATION CONTAINED IN THE FIRE
PROTECTION DRAWINGS. DEFERRED SUBMITTAL: OSSC SECTION 106.3.4.2.
NOTE: SUBMITTAL DOCUMENTS INCLUDING BUT NOT LIMITED TO THE
ITEMS LISTED ABOVE SHALL BE SUBMITTED TO PURE ARCHITECTURE, AIA,
THE ARCHITECT OF RECORD. AFTER REVIEWING THAT SUBMITTALS ARE IN
GENERAL CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS, THE
ARCHITECT WILL RETURN SUBMITTALS BACK TO THE CONTRACTOR. THE
CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPROVAL FROM THE
LOCAL JURISDICTION(S) PRIOR TO CONSTRUCTION/INSTALLATION.
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PURE architecture, AIA COVER
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c C TIGARD, OR 97224 2440 Laurel Avcnue NE, Salem, OR 97301
9�` OF ��` ph: 503.763.9641 fax: 503.371.1640 DATE: 03-26-13
STRUCTURAL NOTES
STRUCTURAL AND MISCELLANEOUS STEEL
GENERAL
1 . DETAILING, FABRICATION AND ERECTION OF STEEL TO CONFORM TO THE STEEL CONSTRUCTION
1 . THESE NOTES SET MINIMUM STANDARDS FOR CONSTRUCTION. THE DRAWINGS GOVERN OVER MANUAL OF THE AISC.
THESE NOTES TO THE EXTENT SHOWN. COORDINATE THESE DRAWINGS WITH ARCHITECTURAL 2. ALL STEEL TO BE A36 EXCEPT AS NOTED.
SPECIFICATIONS AND NOTIFY LEWIS & VAN VLEET INC. ENGINEERS (LVI) OF ANY DISCREPANCIES 3. ALL WIDE FLANGE AND WT SECTIONS TO BE A992.
PRIOR TO BEGINNING WORK. 4. ALL WELDS TO BE MADE WITH E70XX ELECTRODES BY WELDERS CERTIFIED BY AWS STANDARDS.
2. THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR USE IN CONSTRUCTION OF THE ASHLEY'S 5. UNLESS NOTED OTHERWISE, ALL BOLTS TO BE A325N FOR STEEL TO STEEL CONNECTIONS AND REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION
FURNITURE T.I PROJECT LOCATED IN CLACKAMAS, OR. POSSESSION OF THESE DRAWINGS DOES NOT A307 FOR ANCHOR BOLTS AND CONNECTIONS TO WOOD. ALL STEEL TO STEEL CONNECTIONS TO BE
GRANT LICENSE TO CONSTRUCT OR FABRICATE THE WHOLE OR PARTS OF THIS PROJECT IN OTHER SNUG TIGHT ONLY. TORQUEING OF BOLTS NOT REQUIRED UNLESS SPECIFICALLY NOTED IN DETAIL.
LOCATIONS. PROVIDE STANDARD PLATE WASHERS UNDER ALL BOLT HEADS AND NUTS BEARING ON WOOD. ALL VERIFICATION AND INSPECTION CONTINUOUS PERIODIC VERIFY REFERENCED IBC
3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON DRAWINGS AND IN FIELD.
ANCHOR BOLTS IN CONTACT WITH PRESSURE TREATED WOOD TO BE HOT DIPPED GALVANIZED. STANDARD REFERENCE
COORDINATE LOCATIONS OF OPENINGS THROUGH FLOORS, ROOFS, AND WALLS WITH ARCHITECTURAL, 6. ALL STRUCTURAL TUBING TO BE ASTM A500 GRADE B, FY = 46 KSI. ALL STEEL PIPE TO BE 1. Material verification of high-strength G. Identification markings to conform to ASTM - X - Applicable ASTM material -
MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS. NOTIFY ENGINEER OF ANY DISCREPANCIES. ASTM A501 ( FY = 36 KSI) OR ASTM A53, TYPE E OR S, GRADE B ( FY = 35 KSI). bolts, nuts and washers: standards specified in the approved specifications; AISC 360,
construction documents. Section A3.3
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL TEMPORARY SUPPORT PRIOR TO 7. ALL LIGHT GAUGE STEEL 54 MIL AND HEAVIER SHALL BE FORMED FROM STEEL WITH A FY - 50 b. Manufacturer's certificate of compliance - x - -
COMPLETION OF THE VERTICAL AND LATERAL LOAD SYSTEMS. LVI HAS NOT BEEN RETAINED TO KSI. LIGHT GAUGE STEEL 43 MIL AND LIGHTER SHALL BE FORMED FROM STEEL WITH A FY = 33 required.
PROVIDE ANY SERVICES PERTAINING TO JOB SITE SAFETY PRECAUTIONS, OR TO REVIEW MEANS, KSI. DETAIL AND FABRICATE ALL LIGHT GAUGE STEEL PER AISI STANDARDS. ALL LIGHT GAUGE 2. Inspection of high-strength bolting: a. Bearing-type connections. - X - AISC 360 Section M2.5 1704.3.3
METHODS TECHNIQUES, SEQUENCES, OR PROCEDURES FOR PERFORMING THE WORK. UNLESS WE ARE STEEL SECTIONS INDICATED ON DRAWINGS TO PER THE STEEL STUD MANUFACTURERS ASSOCIATION b. Slip-critical connections (turn of nut with - X -
SPECIFICALLY RETAINED AND COMPENSATED TO DO OTHERWISE, OUR WORK IS LIMITED TO THE SPECIFICATION. ALL SECTIONS TO BE 'S125' SECTIONS UNLESS OTHERWISE INDICATED ON DRAWINGS. matchmaking, direct tension indicator,
DESIGN OF WORK DESCRIBED ON OUR DRAWINGS. PROVIDE 54 MIL THICKNESS MATERIAL MINIMUM AT ALL SECTIONS WHICH ARE INDICATED ON THEalternate fastener)
C. Slip-critical connection (calibrated wrench X - -
5. WHERE REFERENCE IS MADE TO ACI, AISC, ASTM, OR OTHER STANDARDS OR CODES, THE LATEST DRAWINGS TO BE WELDED. turn of nut without matchmaking)
EDITION SHALL APPLY. 8. DO NOT OVERSIZE DRILLED OR PUNCHED HOLES WITH A TORCH.
6. INSPECTION AND OR JOB SUPERVISION IS NOT PROVIDED BY LVI. 9. ALL WELDED REINFORCING NOTED TO BE ASTM GRADE A706. ALL HEADED STUD ANCHORS TO BE 3. Material verification of structural a. Identification markings to conform to ASTM - - X ASTM A 6 or ASTM A 568 1708.4
7. ALL WORK SHALL BE IN STRICT COMPLIANCE WITH THE LATEST EDITION OF THE INTERNATIONAL NELSON OR APPROVED EQUAL. WELD ALL STUDDED ANCHORS AND REINFORCING NOTED, ALL steel: coanstrructionpdoclumentsed in he approved
BUILDING CODE (IBC) AND ALL OTHER STATE AND LOCAL CODES WHICH APPLY AROUND, WITH 1 /4" FILLET WELD FOR 1 /2" DIAMETER ANCHORS, 5/16" FILLET WELD FOR 3/4" b. Manufacturers' certified mill test reports. - - X ASTM A 6 or ASTM A 568
8. ANY MECHANICAL EQUIPMENT, PIPING, DUCTWORK, ETC. WHICH APPLIES A LOAD OF 150 POUNDS DIAMETER ANCHORS, AND 3/8" FILLET WELD FOR 1 " DIAMETER ANCHORS, OR ALTERNATELY, USE A 4. Material verification of weld filler a. Identification markings to conform to AWS - - x AISC 360, Section A3.5
OR MORE SHALL BE HUNG FROM A SYSTEM APPROVED BY LVI. NELSON STUD WELDING UNIT. materials: specification in the approved construction
documents.
10. ALL FASTENERS (HANGERS, CLIPS, SCREWS, NAILS, BOLTS, WASHERS ETC.) IN CONTACT WITH b. Manufacturer's certificate of compliance - - X
DESIGN CRITERIA PRESSURE TREATED OR FIRE TREATED WOOD TO BE STAINLESS STEEL OR HOT DIPPED GALVANIZED required
MATERIAL. DO NOT MIX STAINLESS STEEL AND GALVANIZED STEEL IN THE SAME CONNECTION. 5. Inspection of welding: a. Structural steel:
1 . SEISMIC LOAD: 11 . PROVIDE SHOP DRAWINGS OF ALL STRUCTURAL STEEL ITEMS TO ENGINEER FOR REVIEW PRIOR TO 1) Complete and - -
c. 000UPANCY CATEGORY: I, IMPORTANCE FACTOR: 1 .0 FABRICATION. welds. Patial penetration groove X
b. SITE CLASS D 2) Multipass fillet welds. X - - AWS D1.1 1704.3.1
c. SPECTRAL RESPONSE COEFFICIENTS: SDS_ 3) single-pass fillet welds > 5/16" X 725, SD1 =.385 4 Single-pass fillet welds < 5/16" - X -
d. SEISMIC DESIGN CATEGORY: D STRUCTURAL SPECIAL INSPECTIONS 5) Floor and deck welds. - X - AWS D1.3 -
b. Reinforcing steel: - - -
1) Verification of weldability of - X -
THE FOLLOWING SPECIAL INSPECTIONS ARE REQUIRED AND SHALL BE PERFORMED BY A QUALIFIED reinforcing steel other than ASTM
WOOD FRAMING INDEPENDENT TESTING AGENCY IN COMPLIANCE WITH THE REQUIREMENTS OF IBC CHAPTER 17. THE
TESTING AGENCY SHALL PROVIDE COPIES OF ALL TEST REPORTS TO THE PROJECT ENGINEER IN A Inspection of steel frame joint Details such as bracing and stiffening. - x - 1704.3.2
1 . ALL LUMBER TO BE SPECIES AND MINIMUM GRADES AS FOLLOWS (UNLESS OTHERWISE NOTED TIMELY MANNER. ADDITIONAL SPECIAL INSPECTIONS FOR NON-STRUCTURAL ELEMENTS NOT LISTED IN details for compliance with Member locations. x
IN DRAWINGS: THIS SECTION ARE TO BE PER THE PROJECT SPECIFICATIONS. approved construction documents: Application of joint details at each connection. - X
----------------------------
A. JOISTS, RAFTERS, ------ -----DOUGLAS FIR #2 1 . SPECIAL INSPECTION IS REQUIRED FOR ALL STRUCTURAL WELDING AND HIGH STRENGTH BOLTING
B. BEAMS AND STRINGERS, 4X AND LARGER----------------DOUGLAS FIR #1 UNLESS WELDING IS PERFORMED IN A SHOP APPROVED BY THE BUILDING OFFICIAL. ALL FIELD
C. BUCKS, BLOCKING, BRIDGING & MISC.-------------DOUG. FIR OR HEM FIR #3 WELDING REQUIRES SPECIAL INSPECTION.
D. 2 X 4 STUDS--------------------------DOUG. FIR "STUD" OR "STD" 2. SPECIAL INSPECTION IS REQUIRED OF ALL DRILLED EPDXY ANCHORS IN CONCRETE. INSPECTION
E. 2 X 6 STUDS AND LARGER-------------------DOUGLAS FIR #2 TO BE CONTINUOUS DURING THE ANCHOR INSTALLATION TO INSURE INSTALLATION MEETS ALL
F. SILLS, LEDGERS, PLATES, ETC. IN CONTACT W/ CONCRETE--P.T. DOUGLAS FIR #2 (UNLESS MANUFACTURER'S INSTRUCTIONS AND MINIMUM EMBEDMENT NOTED ON DRAWINGS.
NOTED OTHERWISE ONPLANS) 3. PERIODIC SPECIAL INSPECTION IS REQUIRED OF THE ANCHORAGE OF SUSPENDED CEILINGS,
G. POSTS-----------------------------------DOUGLAS FIR #1 ACCESS FLOORS, AND STEEL STORAGE RACKS 8 FEET OR TALLER. THE ANCHORAGE SHALL BE IN
2. ROOF, FLOOR, AND WALL SHEATHING TO BE APA RATED SHEATHING, EXPOSURE 1 , CONFORMING COMPLIANCE WITH APPROVED DETAILS PROVIDED BY THE COMPONENT MANUFACTURER.
TO APA PERFORMANCE STANDARD PS 1 -83 AND TO ICC NER-108. SEE DRAWINGS FOR REQUIRED
THICKNESS OF SHEATHING AND/OR SPAN RATING. INSTALL ROOF AND FLOOR SHEATHING WITH LONG
DIMENSION PERPENDICULAR TO SUPPORTS AND STAGGER END JOINTS (UNLESS NOTED OTHERWISE ON
DRAWINGS). USE SPACER TOOL TO ENSURE 1 /8" END AND EDGE JOINTS, INCLUDING TONGUE AND
GROOVE JOINTS. INSTALL 2 X 4 OR THICKER BLOCKING AT UNSUPPORTED JOINTS IN WALL
SHEATHING. BLOCK ROOF OR FLOOR SHEATHING WHERE NOTED ON DRAWINGS. COLD FORMED STEEL:
3. FRAMING HARDWARE TO BE SIMPSON OR PRIOR APPROVED EQUAL. FILL ALL NAIL HOLES UNLESS
NOTED OTHERWISE IN DRAWINGS OR MANUFACTURER'S LITERATURE. USE LARGEST NAIL SIZE 1 .1 . ALL COLD FORMED STEEL STUDS, JOIST, TRACK & MISC. SHAPES MILL CERTIFIED STEEL TO MEET:
INDICATED IN MANUFACTURER'S LITERATURE. PROVIDE HARDWARE SIZE TO MATCH MEMBER SIZE (I.E. 1 .1 .1 . ASTM A653 SS GRD 50 54 - 97 MIL GALV. STEEL
'HU410' HANGER FOR 4X10 HEADER, 'LSSU28' FOR 2X8 RAFTER, ETC.).
4. ALL BOLT HEADS AND NUTS BEARING ON WOOD TO BE PROVIDED WITH A WASHER. 1 .1 .2. ASTM A653 SS GRD 33 18 - 43 MIL GALV. STEEL
5. ALL FASTENERS (HANGERS, CLIPS, SCREWS, NAILS, BOLTS, WASHERS ETC.) IN CONTACT WITH 1 .1 .3. EXTERIOR MEMBERS - G60 MINIMUM
PRESSURE TREATED OR FIRE TREATED WOOD TO BE STAINLESS STEEL OR HOT DIPPED GALVANIZED
MATERIAL. DO NOT MIX STAINLESS STEEL AND GALVANIZED STEEL IN THE SAME CONNECTION. 1 .2. ALL STEEL STUDS, JOIST & TRACK SHALL HAVE A LEGIBLE LABEL, STAMP OR EMBOSSMENT, AT A
6. ALL. NAILING TO BE PER IBC TABLE 2304.9.1 . OBTAIN ENGINEER'S PRIOR APPROVAL FOR ALL MAXIMUM OF 48" O.C., INDICATING THE MANUFACTURER'S NAME, LOGO OR INITIALS, ICBO EVALUATION
PROPRIETARY NAILING OR STAPLING SYSTEMS. SERVICE REPORT NUMBER, THE MATERIAL BASE METAL THICKNESS (UNCOATED) IN .001 in. AND THE
7. ALL NAILS TO BE COMMON WIRE UNLESS NOTED OTHERWISE. STAPLES ARE NOT AN ACCEPTABLE YIELD STRENGTH IF DIFFERENT THAN 33 ksi.
SUBSTITUTE WITHOUT ENGINEER'S PRIOR WRITTEN APPROVAL. MINIMUM NAIL DIAMETERS ARE AS
FOLLOWS: 1 .3. MINIMUM SECTION PROPERTIES: (PER SSMA, ICC-ES ER4943-P)
c. 8D = .131 "
b. 10D = .148" 1 .4. STUDS AND TRACKS THAT COMPRISE A HEADER, STRONGBACK OR SILL SHALL NOT BE SPLICED.
c. 12D = .148"
d. 16D = .162" 1 .5. EXTERIOR AND INTERIOR FINISH MATERIAL SHALL NOT BRIDGE DEFLECTION (COMPENSATION CHANNEL)
e. 20D = .192"
JOINTS.
8. CUTTING AND NOTCHING OF JOISTS IS NOT PERMITTED WITHOUT ENGINEER'S PRIOR APPROVAL. 1 .6. SCREW VALUES USED IN DESIGN MEET THE AISI SPECIFICATION E4 FOR SCREW CONNECTIONS.
ONE INCH DIAMETER HOLES MAY BE DRILLED IN THE CENTER 1 /3 OF THE MEMBER DEPTH, BUT ALL SCREWS TO CONFORM TO SAE J78.
OTHER HOLES TO BE APPROVED PRIOR TO DRILLING. 1 .7. THE NOMINAL STRENGTH OF THE SCREWS TESTED IN ACCORDANCE WITH SECTION F1 (A) OF THE 1996
9. STUDS MAY BE NOTCHED IN THE LOWER 1 /5 OF THE HEIGHT OF STUD FOR ELECTRIC CONDUIT EDITION OF THE AISI "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL
AND PLUMBING PIPES, BUT NO PART OF THE NOTCH IS TO BE GREATER THAN 1 /4 OF STUD DEPTH. MEMBERS" SHALL NOT BE LESS THAN:
HOLES WITH DIAMETERS UP TO 1 /3 OF STUD DEPTH MAY BE DRILLED IN STUD.
10. LAMINATED BEAMS TO BE DOUGLAS FIR (FB= 24 KSI) PER RITC 117 SPECIFICATION. UNLESS 1 .8. WELDING PER AWS D1 .3 SPECIFICATIONS FOR WELDING SHEET STEEL IN STRUCTURES. WELDS TO BE
NOTED OTHERWISE, SIMPLE SPAN BEAMS TO BE COMBINATION 24F-V4 AND ALL OTHER BEAMS INSPECTED PER IBC 1704 & 1707.6. MINIMUM E60XX ELECTRODES - ALL WELDS OF GALVANIZED STEEL
(BEAMS CANTILEVERED OR CONTINUOUS OVER SUPPORTS, ETC.) TO BE 24F-V8. APPEARANCE SHALL BE TOUCHED UP WITH A ZINC RICH PRIMER.
GRADE TO BE ARCHITECTURAL FOR ALL BEAMS EXPOSED TO VIEW AND INDUSTRIAL ELSEWHERE, 1 .9. FOR MATERIALS LESS THAN OR EQUAL TO 0.1242" THICK, DRAWINGS SHOW NOMINAL WELD SIZE. FOR
UNLESS NOTED OTHERWISE IN DRAWINGS. AITC OR APA/EWS CERTIFICATE REQUIRED. USE SUCH MATERIALS THE EFFECTIVE THROAT OF WELDS SHALL NOT BE LESS THAN THE THICKNESS OF THE
WATERPROOF GLUE. THINNEST CONNECTED PART.
DRILLED ANCHOR BOLTS
1 . ALL DRILLED ANCHOR BOLTS IN CONTACT WITH PRESSURE TREATED WOOD TO BE HOT DIPPED NOTE:
GALVANIZED OR STAINLESS STEEL. ALL FASTENERS IN CONTACT WITH PRESSURE TREATED OR FIRE TREATED WOOD TO BE STAINLESS STEEL
2. ALL DRILLED EPDXY ANCHORS IN CONCRETE TO BE "HIT-RE500" ANCHOR BY HILTI (ICC OR HOT DIPPED GALVANIZED MATERIAL. THIS INCLUDES NAILS, SCREWS, BOLTS, ANCHOR BOLTS,
#ESR-2322) ONLY. OTHER EPDXY DOWELS WITH WRITTEN APPROVAL OF ENGINEER ONLY. WASHERS, HANGERS, HURRICANE CLIPS AND OTHER METALS IN CONTACT WITH SILL PLATES, LEDGERS AND
INSTALL ALL ANCHORS PER MANUFACTURER'S INSTRUCTIONS USING ASTM A615 GRADE 60 DOWELS OTHER PRESSURE TREATED WOOD.
UNLESS NOTED OTHERWISE ON PLANS. PROVIDE MINIMUM EDGE DISTANCE AND SPACING INDICATED
BY MANUFACTURER FOR ANCHOR SIZE NOTED UNLESS OTHERWISE INDICATED ON DRAWINGS.
PROVIDE MINIMUM EMBEDMENT NOTED ON PLANS. ALL DRILLED EPDXY ANCHORS REQUIRE SPECIAL
INSPECTION DURING INSTALLATION.
3. SEE DRAWINGS FOR ANCHOR TYPES INDICATED. ALL ANCHORS NOTED AS "DRILLED ANCHOR
BOLTS" ON DRAWINGS MAY BE MECHANICAL OR EPDXY ANCHORS AT CONTRACTOR'S OPTION. ALL
ANCHORS NOTED AS "DRILLED EPDXY ANCHORS" TO BE ONLY EPDXY ANCHORS. SUBSTITUTING
DRILLED ANCHORS FOR CAST ANCHORS OR CAST ANCHORS FOR DRILLED ANCHORS IS ACCEPTABLE
WITH WRITTEN APPROVAL OF ENGINEER ONLY.
4. CONTRACTORS WISHING TO SUBSTITUTE ALTERNATE MANUFACTURER'S OF ANCHORS SHOULD ,���D �A706. A NEW TENANT IMPROVEMENT
SUBMIT WRITTEN REQUEST, INCLUDING CURRENT ICC REPORTS, TO ENGINEER FOR APPROVAL. BROOK LAKE INDUSTRY �� a. FOR FOR GREENBURG DENTALAOm2
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N 89d01 09 W 179.34 SALEM, OREGO �
220.00 BROOKS, OR 97305 clj► = 9370 SW GREENBURG RD, SUITE 603 Peter Lyle Strau hal, AIA, Leed AP SCALE: V=30'-0"
CCB#: 97286 ��� TIGARD, OR 97224 2440 Laurel Avenue NE, Salem, OR 97301
CC OF ph: 503.763.9641, fax: 503.371.1640 DATE: 03-26-13
OPERATORY#4-116 COMMON
PATH OF TRAVEL DISTANCE_
38'-3"
OPERATORY#4 OPERATORY#3
116 114
LU
_ . w
J L
HALL 2FT
101 XRAY
COMPRESSOR
112 113
i 1
i
HYGIENE
111
ET` #
HALL } ��
10
Exit: 32"NET `L�' _ ■
OPERATORY#4- 116 F.E:L'. �`
EXIT ACCESS TRAVEL WAITING RM. I CROSS HATCHED AREAS PATH OF EGRESS.
DISTANCE= 123'-5" 102 L THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE,SHALL BE ILLUMINATED AT
ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. THE
f MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAT 1 FOOT-CANDLE(11
HALL lux)AT THE FLOOR LEVEL.
104 xit: 32"NET.
LAB PATH OF EGRESS WIDTHS SHALL BE PER OSSC TABLE 1005.1 &SEC. 1017.2.
E < 110
Exit: 32"NET —
1
Exit: 38 NET.
RECEPTION
103
OFFICE I'Exit: 32"NET, OPERATORY#2 EXITING GENERAL NOTES.■
EXIST. EXIST. 106 � 109
WOMENS M`FNS 1. NOTE:
EXIT DOORS MUST BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR
_ ANY SPECIAL KNOWLEDGE OR EFFORT. MAIN ENTRY DOORS a@ WAITING RM.-102 MAY
BE EQUIPPED W/KEY-LOCKING DEVICES W/THE INCLUSION OF A SIGN ON OR
Exit: 42"NET. ADJACENT TO THE DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN THE
BUILDING IS OCCUPIED."
2. FIRE EXTINGUISHERS: COORDINATE LOCATIONS OF ALL FIRE EXTINGUISHERS WITH FIRE
`E� MARSHALL PRIOR TO ROUGH-IN, F.E.C. INDICATES FIRE
EXTINGUISHER LOCATION IN RECESSED CABINET SEE DETAIL
2/A4.0.
Exit: 32""NET.
rs
L
FIRE EXTINGUISHERS SHALL BE MOUNTED GREATER THAN 4"MIN.
Exit: 32"NET. E & LESS THAN 60" MAX. A.F.F. PER OFC AND SHALL BE ACCESSIBLE
AND READILY IDENTIFIABLE FORM THEIR SURROUNDINGS, PER
- - OPERATORY#1 OSSC.
- 108 F---
3. EMERGENCY LIGHTING: SEE BIDDER/DESIGNED ELECTRICAL LIGHTING PLAN FOR MEANS
BREAK RM. OF EGRESS LIGHTING AND EXIT SIGN LOCATIONS. MEANS OF
10$ EGRESS LIGHTING SHALL MEET ALL APPLICABLE PORTIONS OF
OSSC SECTION 1006 AND EXIT SIGNS SHALL MEET OSSC SECTION
1011.
2. TRAVEL DISTANCES:
- MAXIMUM TRAVEL DISTANCE: MAX. ALLOWED: OCC.TYPE B: 75'-0"
-- — -- - (COMMON PATH OF TRAVEL
- - PER OSSC SEC. 1014.3,) PROPOSEDq@ OPERATORY#4-116): 38'-3"
I
RECORDS RM, I MAXIMUM TRAVEL DISTANCE: MAX. ALLOWED: OCC.TYPE B: 200'-0"
107 ! (EXIT ACCESS TRAVEL DISTANCE
PER OSSC SEC. 1016.1.) PROPOSED;@ OPERATORY#4-116): 123'-5"
GREENBURG DENTAL TENANT AREA
OCCUPANT LOAD / EXITING SCHEDULE
Tmim F1 LIF AF TY PLAN OCCUPANCY EXITS
SLE. 1 /8"
i_��� AREA
w
f'1 (SQ. FT.) INDIV. EXITING EXIT EXIT EXIT WIDTH
OCCUPANCY OCCUPANCY RM. cc vOGCUP. REQ'D PROVIDED
BY GROUP BY ROOM NO. a o OCCUP.
TABLE 1004.1.2 TABLE 1004.1.2 0 LOAD LOAD
(G} - GROSS
U. (N) - NET REQ'D. PROVIDED
BUSINESS AREAS DENTAL OFFICE 1ST FLR. 100 1,296.4 SQ. FT. 13 - 1 2 32" +32"
ASSEMBLY, UNCONCENTRATED WAITING AREA 102 15 222.2 SQ. FT. 15 22 1 2 32" +32"
ASSEMBLY. UNCONCENTRATED BREAK RM. 105 15 101.4 SQ. FT. 7 13 1 2 32" +32"
TOTAL TENANT OCCUPANT LOAD 35
OCCUPANCY LOAD / EXIT SCHEDULE REMARKS:
1 ACCESSORY ASSEMBLY AREAS(MEETING AREA THAT ARE 50 OCC. OR LESS ARE NOT CONSIDERED SEPARATE
OCCUPANCIES PER OSSC 303.1, EXCEPTION 2.
2. OCCUPANT LOADS FROM ACCESSORY SPACES SHALL BE ADDED TO THE PRIMARY SPACE THROUGH WHICH THE
OCCUPANTS ARE EXITING PER OSSC 1004.1.
3. EXIT WIDTHS PROVIDED/REQUIRED AS NOTED IN THE OCCUPANT LOAD/EXITING SCHEDULES ARE TO BE A"NET"MIN.
CLEAR WIDTH.
4. PER TABLE 508.3.3, FOOTNOTE'b3'-NO SEPARATION REQUIRED FOR STORAGE ROOM(S)UNDER 1,000 SQ.FT.
c�ED ArQ� ANEW TENANT IMPROVEMENT
BROOK LAKE INDUSTRY �`� tiiA2o0
FOR GREENBURG DENTAL
DAN S U L L E N G E R W' ETER LE ST UHAL c�
4870 BROOKLAKE RD NE PROJECT ADDRESS: PURE architecture AIA EXITING PLAN
BROOKS, OR 97305 SALEM, kEG4 `y ?
� � 9370 SW GREENBURG RD STE 603 Peter Lyle Strauhal, AIA, Leed AP SCALE: 1/4" = 1'-0"
CCB#: 97286f TIGARD , OR 97224 2440 Laurel Avenue NE, Salem, OR 97301
''�
�C 0F �� ph: 503.763.9641, fax: 503.371.1640 DATE: 03-25-13
31'-2" 01
1010
EXISTING CEILING GRID
n n n n n
DEMOLITION
sRASHs, �Y ��� KEY NOTES:
�o �- OPERATO Y#4 115 STERILIZATION CENTER O PERATORY#i
'n\ 116
A %% ` .
REMOVE WALLS PER PLAN. PREPARE FLOORS AND
SEE WALL TYPES FOR \
7 CEILINGS TO RECEIVE NEW FINISHES.
U o
ADD L INFO.. � �
STERILIZATION
E CENTER
115
�- - DEMOLITION PLAN
OPERATORY#4 3,-Q„ 7 \ �1 1 j/ 8'
116 OPERATORY#3 GENERAL NOTES:
sr.
U F2AWLf2S f r2AYS/ UFtAWLW SHARPS/ 7 6'+
EXISTING LEASE SPACE / XRAY CAB rRASH 114 / N1
X-7Y" r
_ 1. AS SELECTED BY TENANT, FLOOR COVERINGS IN n9,,,�, , , .,_, ,. � �, , < . d., , ,
TO REMAIN UNCHANGED �3 THE EXISTING SUB-FLOOR IS TO BE CLEANED AND
7 TENANT AREAS TO BE REMOVED IN THEIR ENTIRETY. ,-.;r;,, ,,, ,. ,�, „
UL
PREPARED PER MANUFACTURER'S SPECIFICATIONS
[A L\
HALL > O � FOR RECEIVING NEW FLOOR COVERING.
101 b
1 1018 3 J C� 2. AS REQUIRED: REMOVE ALL ABANDONED
COMPRESSOR `r' THERMOSTATS AND CONTROLLERS FOR THE HVAC XRAY COMPRESSOR
2 6 A 6 t A N \ XRAY 113 SYSTEM. PATCH WALLS AS REQUIRED. 112 113
112 3. AS REQUIRED: REMOVE ALL ABANDONED ELECTRICAL
OUTLETS SWITCHES AND RELATED COMPONENTS IN
Q ,W11 11 -4 6 3,. 5'-2" AREAS OF DEMOLITION. W
4. AS REQUIRED: CAP ALL ABANDONED PLUMBING PIPING
11'-7Y" BELOW FINISH FLOOR AND PATCH AS REQUIRED.ell, --
HALL
11
HALL
102 /{ 104 HYGIENE 1 4 HYGIENE
,
HALL WAITING RM. / HALL WAITING NM.
100 102 LEGEND: 1QQ 10
NEW CEILING GRID f
EXISTING WALL TO REMAIN
U-) 14'-8Y2"
8'-1Y"
4
EXISTING WALL TO BE REMOVED
I'
\
9 """ NEW WOOD STUD WALL PER WALL TYPES.
LAB LAB
110
110
FLOOR PLAN KEY NOTES:
EXISTING BATHROOMS ALIGN EDGE OF NEW WALL FINISH W/EDGE OF EXISTING WINDOW FINISH,
TO REMAIN UNCHANGEQ�
RECEPTION OFFICE OPERATORY#29 RECEPTION OFFICE OPERATORY#2
103 105 109 co EXISTING ELECTRICAL PANEL TO REMAIN UNCHANGED. 103 105 109
EXIST. °' O BREAK ROOM CASEWORK. CASEWORK SHALL MEET ALL STATE EXIST.
EXIST. WOMENS °' � ACCESSIBILITY BUILDING CODE REQUIREMENTS, INCLUDING BUT NOT EXIST. W--p�-€NS
MENS 9'-2Y" 8`-1" 11 -3Y" MENS '
LIMITED TO 34"MAX.COUNTER/SINK RIM HEIGHT X 36"MIN. CLR. WIDE
REMOVABLE BASE AND LOWER CABINET FACE CENTERED ON SINK, FOR
WHEEL CHAIR KNEE&TOE CLEARANCES,. SUB-CONTRACTOR TO PROVIDE
\ SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION.
OEXISTING 34" HIGH RECEPTION COUNTER TO REMAIN.
O NEW WINDOW FRAME,VERIFY TYPE W/CLIENT, SEE
E 4.0
<� ALIGN NEW WALL FINISH W/EXISTING WALL FINISH.
106Ao / A O NEW 8'-0"TALL PARTITION WALL, FOR BRACING, SEE 4 & 4 U
C y <$} CONTRACTOR TO COORDINATE W/TENANT PLACEMENT OF RELOCATED
i� p l - LIGHT FIXTURES.
0
60
BREAK RM. ` T.I . FLOOR PLAN GEN. N CMT ES: BREAK RM. \\ 10
OPBERATORY#1
1Q6 i y EXISTING CEILING GRID
� REC RDS RM.\ � OPERATORY#1
107 108 1. ALL ELECTRICAL AND DATA OUTLETS TO BE MOUNTED 15"A.F.F, RECORDS RM. \
\ UNLESS OTHERWISE NOTED (U.O.N.). 1 ��
2. VERIFY LOCATION OF ALL WD 2x BLOCKING REQUIRED FOR OWNER
EQUIPMENT, ACCESSORIES AND CASEWORK.
3. ALL DIMENSIONS TO FACE OF STUD, U.O.N.
14'-9" 5'-1" 12'-3" 4. REFER TO BIDDER/DESIGNED ELECTRICAL AND MECHANICAL DRAWINGS
FOR ADDITIONAL INFORMATION.
EXISTING LEASE SPACE 5. ALL JAMB FRAMING @ HINGE SIDE OF DOOR TO BE 3", UNLESS
TO REMAIN UNCHANGED OTHERWISE NOTED.
6_ VERIFY LOCATION OF PHONE/DATA BRD..AND PROVIDE 3/4"
PLYWOOD ON WALL AS REQUIRED.
7. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR
PROCEQUESTIEDING AREA OF REQUIREDE DIMENSIONS FOR IWORK. PRIOR TO
olm A CHIT CT L FLOO PLAN8. VERIFY ALL CASEWORK REQUIREMENTS&FINISHES WITH E N ILIN PLAN
SCALE : 1 /4" V-011 OWNER/TENANT.
=
CONTRACTOR DEMOLITION PLAN NOTES : SCALE : 1 /4" 11-011 REFLECTED CEILING REFLECTED CEILING
1. THE CONTRACTOR SHALL VISIT AND BECOME FAMILIAR WITH THE JOB SITE AND WITH EXISTING 13. ALL SURPLUS EQUIPMENT AND MATERIALS ARE THE PROPERTY OF THE OWNER. THE PLAN GENERAL NOTES: PLAN LEGEND:
CONDITIONS WHICH MAY IMPACT THE WORK PRIOR TO BIDDING. CONTRACTOR SHALL COORDINATE WITH THE OWNER THE DISPOSAL OF ANY AND ALL
SURPLUSES.
1. IF PERTINENT: SEE ELECTRICAL BIDDER/DESIGNED DRAWINGS FOR LIGHT EXISTING 2'X 4'SUSPENDED
2. THE CONTRACTORS SHALL OBTAIN ALL NECESSARY PERMITS AND SHALL PAY ALL REQUIRED FEES 14. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH APPLICABLE OR.-O.S.H.A. FIXTURE SCHEDULE. ELECTRICAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY CEILING TILE SYSTEM
FOR THE WORK. STANDARDS BOTH FOR ALL EMPLOYEES AND THE GENERAL PUBLIC. NOTE: FIELD DISCREPANCIES.
3. ALL WORK SHALL COMPLY WITH ALL APPLICABLE LOCAL,STATE AND NATIONAL CODES AND PROVIDE FIRE BLOCKING AT 10'-0" INTERVALS BOTH 2, IF PERTINENT: SEE H.V.A. C. BIDDER/DESIGNED DRAWINGS FOR LOCATIONS OF
ORDINANCES. 15. PRIOR TO BEGINNING ANY DEMOLITION, A SURVEY OF THE PROPOSED DEMOLITION SHALL BE MADE VERTICAL AND HORIZONTAL IN THE FOLLOWING LOCATIONS: ALL GRILLES. MECHANICAL CONTRACTOR TO COORDINATE LOCATION OF EXISTING 2'X 4'EMERGENCY
BY THE CONTRACTOR TO DETERMINE THE CONNECTIONS, AND AS BUILT CONDITIONS OF THE AREA GRILLES WITH THE ELECTRICAL LIGHTING PLAN. NOTIFY ARCHITECT OF ANY LIGHT
1. CONCEALED STUD WALLS AND FURRED SPACES. FIELD DISCREPANCIES.
4. CONTRACTOR IS TO COMPLY WITH ALL APPLICABLE CODES AND LOCAL ORDINANCES TO BE DISMANTLED. THE CONTRACTOR SHALL NOTIFY DEFFENBAUGH ASSOCIATES PRIOR TO
CONCERNING DEMOLITION OPERATIONS AND REFUSE REMOVAL AND DISPOSAL. CONTRACTOR PROCEEDING WITH DEMOLITION OF ANY CONDITION WHICH MIGHT CAUSE THE COLLAPSE OF ANY 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED 3. SUSPENDED CEILING SYSTEM SHOWN IS FOR REFERENCE ONLY. IF CHANGES TO
TO PAY ALL DUMPING FEES. PORTION OF THE BUILDING OR POSE A DANGER TO PUBLIC SAFETY. VERTICAL AND HORIZONTAL SPACES SUCH AS OCCURS THE SUSPENDED CEILING ARE MADE: A COMPLETE STRUCTURAL ANALYSES OF
AT SOFFITS, DROP CEILINGS, AND COVE CEILINGS. THE CEILING BRACING SYSTEM WILL BE PROVIDED AS A DEFERRED SUBMITTAL
BY THE ACOUSTICAL CEILING SUBCONTRACTOR IN ACCORDANCE W/OSSC SEC.
5. CONTRACT DOCUMENTS WHICH DESCRIBE EXISTING CONDITIONS ARE BASED ON DRAWINGS AND 3. ALL WOOD FRAMED PARTITIONS TO BE FRAMED 6"ABOVE 1613.1 &ASCE 7-05(SECTION 13.5.6.2.2).
OBSERVATIONS,AND ARE NOT BASED ON EXTENSIVE FIELD MEASUREMENTS, OPENING 16. REMOVE EXISTING PLUMBING, ELECTRICAL AND MECHANICAL IN DEMOLISHED WALLS, FLOORS AND SUSPENDED CEILING HEIGHT OR AS NOTED IN WALL TYPES.
CONCEALED CONDITIONS OR EXCAVATION OF BURIED ITEMS. THE DEMOLITION DRAWINGS ARE CEILINGS. NOTE THE FOLLOWING ITEMS. 4. IF CHANGES TO THE SUSPENDED CEILING ARE MADE: THE ACOUSTICAL CEILING
INTENDED AS A GUIDE TO THE CONTRACTOR WHO SHALL VERIFY ACTUAL CONDITIONS ON THE FIRE BLOCK CONSTRUCTION: SUBCONTRACTOR IS RESPONSIBLE FOR OBTAINING SUBSTANTIATING
JOB SITE. NEITHER THE OWNER NOR THE ARCHITECT WARRANT THE DEMOLITION DRAWINGS TO A. REMOVE/CAP ALL PLUMBING PIPING BELOW FINISH FLOOR LINE AS REQUIRED. SHALL CONSIST OF 2 INCHES NOMINAL LUMBER OR TWO ENGINEERING DOCUMENTATION PROVIDING FOR USING PERIMETER CLIPS TO
BE COMPLETE OR WITHOUT ERROR. THIS NOTE APPLIES TO ALL WORK OF ALL TRADES. THICKNESSES OF 1-INCH NOMINAL LUMBER W/BROKEN SATISFY 2"CLOSURE ANGLE REQUIREMENTS.
LAP JOINTS.
B. CAP FLOOR DRAINS AS REQUIRED, PATCH AND INFILL W/CONC. AS REQUIRED, 5. CEILING FINISHES AND/OR COLORS PER OWNER/ARCHITECT/TENANT.
6. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AT THE SITE AND SHALL NOTIFY THE C. REMOVE ALL ABANDONED ELECTRICAL LINES AND REMOVE BACK TO PANEL.
ARCHITECT IMMEDIATELY OF ANY UNCERTAINTIES OR DISCREPANCIES.
D. HVAC DUCTS TO REMAIN SHALL BE RESECURED TO ROOF STRUCTURE AS
REQUIRED.
7. THE CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES AT THE SITE, PROTECT THEM FROM
DAMAGE AND REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO CONSTRUCTION.
17. DETERMINE IF ANY TYPE OF HAZARDOUS CHEMICALS, FLAMMABLE MATERIALS OR SIMILAR
DANGEROUS SUBSTANCE, INCLUDING ASBESTOS, HAVE BEEN USED IN ANY PIPES.WHEN THE
PRESENCE OF SUCH SUBSTANCE IS APPARENT OR SUSPECT,TESTING AND PURGING SHALL BE
8. DO NOT CLOSE OR OBSTRUCT PEDESTRIAN OR VEHICULAR ACCESS EXCEPT WHERE AUTHORIZED PERFORMED AND THE HAZARD REMOVED OR ELIMINATED BEFORE DEMOLITION STARTS OR
OR INDICATED ON THE DRAWINGS. CONTINUES.
9. THE CONTRACTOR SHALL PROVIDE TEMPORARY BARRICADING NECESSARY TO ENSURE THE
HEALTH AND SAFETY OF ALL WHO ENTER THE DEMOLITION AREA DURING THE CONSTRUCTION. 18, CONTRACTOR SHALL MAINTAIN AT LEAST MINIMUM LIGHTING IN DEMO SPACES AS REQUIRED TO
PREVENT INJURY OR HARM.
10. THE CONTRACTOR SHALL,AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATION OF 19, PATCH EXISTING CONCRETE DECK AS REQUIRED FOR THE APPLICATIONS OF NEWLY INDICATED
WASTE MATERIALS OR RUBBISH CAUSED BY THE WORK. AT THE COMPLETION OF THE WORK, FINISHES.
CONTRACTOR SHALL REMOVE ALL WASTE MATERIALS,AND RUBBISH FROM AND ABOUT THE
PROJECT AS WELL AS ALL TOOLS, CONSTRUCTION EQUIPMENT AND MACHINERY. 20. EXISTING WALLS TO REMAIN SHALL BE REPAIRED AND REFINISHED AS REQUIRED TO PROVIDE (�
A UNIFORM SURFACE, MATCHING ADJACENT NEW SURFACES FOR THE APPLICATION OF NEWLY t` ,U 1� A NEW TENANT IMPROVEMENT
INDICATED FINISHES. BROOK LAKE INDUSTRY yiA3o0
11. PROVIDE PROTECTION AND CONDUCT DEMOLITION OPERATIONS TO PREVENT INJURY OR DAMAGE /� FOR G RE E N B U RG DENTAL
TO PERSONS OR PROPERTY, PROTECT SPACE ADJACENT TO DEMOLITION WORK. PROTECT 21. THE PUBLIC SHALL BE PROTECTED FROM DEMOLITION MATERIAL, DUST, FUMES, ETC. BY DAN S U L L E N G E R ETER LEST URAL
EXISTING WALL, FLOOR AND CEILING FINISHES TO REMAIN. CONTAIN ALL CONSTRUCTION DUST IN BARRIERS AND/OR PLASTIC SHEETS AS REQUIRED. DEMOLITION WORK SHALL CEASE IF THE
WORK AREA. PUBLIC IS ENDANGERED IN ANY WAY. PURE
architecture,
��� FLOOR PLANS
4870 BROOKLAKE RD NE SALEM, OREGO PROJECT ADDRESS: 11 11 ,
12. ALL ITEMS TAKEN OUT DURING DEMOLITION NOT TO BE SALVAGED FOR OWNER OR REUSED IN BROOKS, OR 97305
22. CONTRACTOR TO NOTIFY ADJACENT TENANTS PRIOR TO ANY DEMOLITION WORK IS TO START. Y 9370 SW GREENBURG RD STE 603 Peter L le Strauhal, AIA, Leed AP SCALE: 1/4" = 1 -0"
THE WORK SHALL BE REMOVED FROM THE PROPERTY. CCB#: 97286 » TIGARD , OR 97224 2440 Laurel Avenue NE, Salem, OR 97301
C OF 0� ph: 503.763.9641, fax: 503.371.1640 DATE: 03-25-13
GLAZING SCHED. NOTES: FINISH SCHEDULE
DOOR SCHEDULE 1 HOLLOW METAL DOOR&WINDOW FRAME SUB-CONTRACTOR GENERAL NOTES: FINISH SCHEDULE
SUBMIT SHOP DRAWINGS TO SHOW PROFILES, CAULKING,ANDD IS
RESPONSIBLE FOR MEETING LOADING CONDITIONS&FASTENER
REQUIREMENTS. A. NEW GYPSUM WALLBOARD FINISH TO MATCH EXISTING WALL FINISH
DOOR FRAME DETAILS 2. PROVIDE TEMPERED GLAZING IN FIXED PANELS ADJACENT TO DOORS AS CLOSE AS POSSIBLE,APPROVED SAMPLE REQUIRED BEFORE ROOM FLOOR WALLS CEILING
WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A APPLICATION.
24-INCH ARCH OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED
DR. ROOM NAME SIZE TYPE AT'L. GLASS FINISH TYPE MAT'L. HDV11' POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING B. ALL ACCESS PANELS, COVER PLATES, ETC. TO BE PAINTED TO MATCH RM. ROOM N. WALL E. WALL S. WALL W. WALL
NO. GLASS FIN. HEAD JAMB HRESH. GROUP LABEL REMARKS IS LESS THAN 60-INCHES ABOVE THE WALKING SURFACE. THE WALL COLOR. NO. NAME MAT L. BASE MAT'L. MAT'L. MAT`L. MAT'L. MAT L. HEIGHT REMARKS
C. PAINT TO BE: MILLER, SHERWIN-WILLIAMS, OR APPROVED EQUAL.
101A HALL EXISTING X 100 HALL F-1 B-1 W-3 W-3 W-3 W-3 C-1 10'-0" -
u� 3. AND WHERE: GLAZING IN AN INDIVIDUAL FIXED PANEL THAT MEETS
1d1A HALL EXISTING w Q ANY OF THE FOLLOWING CRITERIA: D. ALL INTERIOR GLAZING TO BE CLEAR, UNLESS OTHERWISE NOTED. 101 HALL F-2 B-2 W-2 W-3 W-3 W-3 C-1 10'-0"
101A HALL EXISTING U • EXPOSED AREA OF AN INDIVIDUAL PANE IS GREATER E. VERIFY THE PAINT SCHEME THROUGHOUT W/OWNER/TENANT. 102 WAITING ROOM F-2 B-2 W-1/W-2 W-1 W-1 W-2 G-2 10'-0"
THAN 9 SQ. FT.
102 WAITING ROOM < EXISTING 0 •1. F. PATCH AND REPAIR ALL DAMAGED WALL SURFACES AS REQUIRED 103 RECEPTION F-2 B-2 W-1 W-1 W-1 W-1 C-1 10'-0"
rwafy Q EXPOSED BOTTOM EDGE IS LESS THAN 18-INCHES PRIOR TO APPLICATION OF NEW WALL PAINT.
105 OFFICE EXISTING Q Q 0 ABOVE THE FLOOR 104 HALL F-2 B-2 W-1 W-1 W-1/W-2 W-1/W-2 C-1 10'-0"
106A BREAK RM. EXISTING o Q O • EXPOSED TOP EDGE IS GREATER THAN 36-INCHES G. SEE REFLECTED CEILING PLAN, SHEET A3.0, FOR ADD'L INFORMATION.
I- 105 OFFICE F-2 B-2 W-1 W-1 W-1 W-1 C-1 10'-0"
Of cn ABOVE THE FLOOR
106B BREAK RM. PR. V-6"X T-0" B SCWD - STAIN 1 H.M. - PAINT 1/A4.0 1/A4.0 - = Q oN "
- • ONE OF MORE WALKING SURFACES ARE WITHIN H. INTERIOR HOLLOW METAL FRAMES TO BE PAINTED WITH (2)COATS 106 BREAK RM. F-3 B-3 W-2 W-1 W-1 W-1 C-1 10'-0
o - 36-INCHES HORIZONTALLY OF THE PLANE OF THE OF SEMI-GLOSS WALL PAINT, COLOR TO BE VERIFIED W/
111 HYGIENE EXISTING Q Q GLAZING. OWNER/TENANT. "
107 RECORDS RM. F-1 B-1 W-1 W-1 W-1 W-1 C-1 10'-0
113 COMPRESSOR 3'-0"X T-0" A SCWD - PAINT 1 H.M. - PAINT 1/A4.0 1/A4.0 - _ • IN ALL DOOR LITES 108 OPERATORY#1 F-2 B-2 W-1 W-1 W-1 W-1 C-1 10'-0"
• ABOVE ALL DOOR OPENINGS J. VERIFY W/OWNER LOCATION OF ALL ACOUSTICAL BATT INSULATION
H.M. = HOLLOW METAL SCWD =SOLID CORE WOOD DOOR IN CEILING, WHERE ACOUS, INSULATION OCCURS ABOVE CEILING, 109 OPERATORY#2 F-2 B-2 W-1 W-1 W-1 W-1 C-1 10'-0"
PROVIDE 6" SOUND INSULATION, PLACE INSULATION TIGHT TO 110 LAB F-2 B-2 W-1 W-1 W-1 W-1 C-1 10'-0"
DOOR SCHEDULE GEN. NOTES: HARDWARE NOTES: PERIMETER WALL INSULATION: OWENS-CORNING SONOBATT
INSULATION. 111 HYGIENE F-2 B-2 W-1 W-1 W-1 W-1 C-1 10'-0"
1. VERIFY DOOR TYPES W/TENANT PRIOR TO ORDERING. 112 XRAY F-2 B-2 W-2 W-1 W-2 W-2 C-1 10'-0"
A. HANDLES, PULLS, LOCKS,AND OTHER OPERATING DEVICES ON HANDLES, PULLS,
LOCKS,AND OTHER OPERATING DEVICES ON SHALL HAVE LEVER OR OTHER SHAPE 113 COMPRESSOR F-3 B-3 W-1 W-1 W-2 W-2 C-1 10'-0"
PERMITTNG OPERATIONDOOR SCHEDULE REMARKS: GRASP NIG P PINCHING ORBTWISTINGOTO OPERATE THE FORCE REQUIRED TO ACTIVATE 114 OPERATORY#3 F-2 B-2 W-1 W-2 W-2 W-1 C-1 10'-0R ARM PRESSURE AND NOT REQUIRING TIGHT "
SUCH EQUIPMENT. OTHER THAN EXTERIOR DOORS,THERE SHALL BE NO GREATER 115 STERILAZATION F-2 B-2 W-2 W-2 W-2 W-1 C-1 10'-0"
1. PROVIDE A READILY VISIBLE, DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING,"THIS DOOR THAN 5-POUNDS FORCE(2.22 N). DOORS SHALL COMPLY WITH I.B.C. SEC'S. 1003.1.8,
MUST REMAIN UNLOCKED DURING BUSINESS HOURS."THE SIGN SHALL BE IN LETTERS NOT LESS 1003.3.1.9 , 1009.3& 1009.9.9 116 OPERATORY#4 F-2 B-2 W-2 W-2 W-2 W-1 C-1 10'-0"
THAN 1 INCH HIGH AND A CONTRASTING BACKGROUND.WHEN UNLOCKED,THE SINGLE DOOR OR
BOTH LEAVES OF A PAIR OF DOORS MUST BE FREE TO SWING WITHOUT ANY OPERATION OF ANY B. ALL NON-FERROUS HINGES TO BE STAINLESS STEEL.
LATCHING DEVICE. C. ALL DOOR HARDWARE ITEMS TO BE SPECIFIED BY THE DOOR HARDWARE SUPPLIER
AND APPROVED BY THE BUILDING TENANT/ARCHITECT.ALL DOOR HARDWARE SHALL
MEET REQUIREMENTS OF APPLICABLE BUILDING CODES. FIN 1 S E E S i
D. PROVIDE HARDWARE THAT IS READILY OPENABLE FROM THE EGRESS SIDE WITHOUT
THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT, PER OSSC. SEC. 1008.1.8.
FLOOR: WALLS.
BA E. CEILINGS:
F-1 EXISTING TO REMAIN (EX) B-1 EXISTING BASE TO REMAIN. W-1 EXISTING WALLS TO REMAIN C-1 EXISTING 2'x 4'SUSPENDED ACOUSTICAL
DOOR 2xDOORB-2 4 INCH CARPET BASE TO BE SELECTED UNCHANGED. CEILING TILE, CEILING GRID AS SHOWN
HEIGHT HEICaHT 2" DOOR 2-0 F-2 CARPET-COLOR TO BE SELECTED BY BY TENANT. W-2 PAINT-/PREMIUM GRADE LATEX/ ON REFLECTED CEILING PLAN
PER PER WIDTH 2 TENANT-(C) B-3 ROPPE-- 4 INCH STANDARD COVE BASE SATIN-GLOSS ENAMEL/2 COATS OVER C-2 NEW 2'x 4' SUSPENDED ACOUSTICAL
fV N RUBBER/ROLLS ONLY COLOR TO BE PRIMER-COLOR TO BE SELECTED BY CEILING TILE, CEILING GRID AS SHOWN
SCHED. SCHED. I
F-3 SHEET VINYL-COLOR TO BE SELECTED BY SELECTED BY TENANT. TENANT. ON REFLECTED CEILING PLAN
TENANT(V)
o W-3 PAINT-/PREMIUM GRADE LATEX/
H.M. DOOR& FRAME PER MANUF. REQUIREMENTS.
3: _j F 3 Cl) SATIN-GLOSS ENAMEL/ 1 COATS OVER
%5 :D0 S.1 PER SCHED. FIRE EXTINGUISHER, SEE WALL TYPES PRIMER-COLOR TO BE SELECTED BY
D d C7 w FOR ADD'N INFORMATION
_ = U iv CAULK-JAMB &HEAD INSTALL IN OPENING TENANT.
O (n C/) � N `�
o
ui
°na °ate o
F.F F.F. F.F. FRAME ANCHOR
Q NOTE:
SEE DETAIL 2/A5.1 FOR FIRE EXTINGUISHER
A B 2 CABINETS RECESSED WITH IN 1-HOUR
SEE WALL TYPES FOR RATED WALLS.
DOOR TYPES.
H.M. FRAME TYPES: ADD'LINFORMATION
SCALE: 114"=1'-0" SCALE: 1/4" = 1'-01' H.M. DOOR JAMB/HEAD DTL. 2 FIRE EXTINGUISHER CAEINET DTL.
A4.0 SCALE: 3" = 1'-0" 4.0 SCALE: 3" = 1'-0" MIS024c
DBL. 2x4 TOP PL. CONT.
BETWEEN POSTS(NO (2)- 16d
SPLICES) PER PLAN
17�max zHighest point of sink
rim and counter
8" mini 48" min �
17" min \
x
PROVIDE STUD EA. SIDE 2x4 STUD @ co M CU Door Hardware
OF POST @ 16"O.C. 16" O.C. ^ / a co o '0o d
N "' \ \ X' X Elec/Comm.
17" min 06" max 19" max E co Receptacles
/ / '` `
co ,;1-
elevation
elevation plan v U") E
ADAAG FIG. 32 wall hung type Cn
accessibility at Environmental & Other controls,dispensers
WALLL FRAMING accessible lavatories Receptacles, and other operable equipment
PER PLAN
114"PL.x3-1/2"x10"w/(2) 1/2°x6"LAG
LAVATORY CLEARANCES MOUNTING HEIGHTS
BOLTS INTO TO SOLID BLOCKING
BELOW 3116"
PER STATE OF OREGON CHAPTER 11 ACCESSIBILITY
NOTE: FIXTURES&ACCESSORIES ARE SHOWN FOR GRAPHIC PURPOSES ONLY
V v
K4 A . D ■ A . 'I C H E M A T i C D I A G R A M S NOTE: ALL WALLS THIS PROJECT ARE T BE WALL
J - TYPE 1 , WALL HEIGHT Z, UNLESS OTHERWISE NOTED.
2x4 P.T. PL. W/(2) 16d NAILS EMBED ANCHORS 4"MIN. '4■� SCALE: N. T. S.
@ 9"O.C. (SCREWS MAY BE
SUBSTITUTED) EXISTING CONC. SLAB WALL TYPES GENERAL NOTES: W A L L TYPES :
2' 1. PROVIDE SOUND BATTS IN THE FOLLOWING LOCATIONS:
3
PARTIAL HEIGHT WALL POST DTL. GLASS, PER SCHED. 0 INTERIOR FULL HT. WALLS SEPARATING TENANT SPACES
• VERIFY W/OWNER ALL WALLS TO RECEIVE SOUND BATT
4. SCALE: 1" _ 1'-0" INSULATION U.O.N.
J 2. ALL INTERIOR FINISH TYPES AND LOCATIONS TO BE VERIFIED }" TYPE "X" GYP. WALL BRD.
EA. SIDE
Q WITH BUILDING OWNER AND TENANT PRIOR TO ORDERING.
W WOOD. STUDS, SEE BELOW
w 3. INSULATION: FOR TYPE AND SPACING
NOTE:X=12"IF DOOR HAS NOTE: Y=48" MIN.IF DOOR NOTE: Y=48" MIN.IF DOOR rn ALL INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS
BOTH CLOSER AND LATCH HAS BOTH LATCH AND CLOSER HAS CLOSER VAPOR BARRIERS OR BREATHER PAPERS INSTALLED WITHIN ACOUS. INSUL. TO FILL STUD CAVITY
FLOOR-CEILING ASSEMBLIES, WALLS CRAWL SPACES OR
PER WALL TYPE GENERAL NOTES
54" MN. ATTICS, SHALL HAVE A FLAME-SPREAD RATING NOT TO
---- CAULK ALL AROUND EXCEED 25 AND A SMOKE DENSITY NOT TO EXCEED 450
WHEN TESTED IN ACCORDANCE WITH IBC CHAPTER 8.
BOTH SIDES �+ �+
X ( PUSFISIDE HUSH SIDE ? PU HSIDE H.M. FRAME-SEE WHEN SUCH MATERIALS ARE INSTALLED IN CONCEALED ') 2 X 4 #2 D.F. WOOD STUDS C 16** O■ C.
> <v N N 24" MI FRAME TYPES SPACES OF TYPE V CONSTRUCTION AND ARE PROVIDED SO
THAT THE FACING IS INSTALLED IN SUBSTANTIAL CONTACT
J WITH THE UNEXPOSED SURFACE OF THE CEILING, FLOOR OR A
H.M. WIN. JAMB (HEAD/ SILL SIM.)_
I M.� WALL FINISH, THE FLAME-SPREAD AND SMOKE-DEVELOPED 2 2 x 4 ##2 D.F. WOOD STUDS a@ 16" O■ C.
LIMITATIONS DO NOT APPLY TO FACINGS.
4. SCALE: 3" - 1'-0" (SAME AS '1' EXCEPT REMOVE SOUND INSULATION)
4. STEEL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS (IF ./�/,
SUBSTITUTED, CONTRACTOR RESPONSIBLE FOR VERIFYING 2 x 6 #�2 D.F. WOOD STUDS a@ 16" O■ C.
MTL. STUD GAUGE WITH A STRUCTURAL ENGINEER PRIOR 3
PULL SIDE PULL SIDE PULL SIDE SSMA 350S125-33 MTL. STUD BRACE TO INSTALLATION). (SAME AS '1' EXCEPT REPLACE 2x4 WOOD STUDS
PER PLAN -COPE END AND
TO EXIST, ROOF STRUCTURE ATTACH
#8 SCREWS.
5, ALL NEW NON-FULL HEIGHT INTERIOR PARTITION WALLS
SHALL BE BRACED @ 6'4" FROM WALL INTERSECTIONS & WALL HEIGHTS :
Z } 6'-0" O.C. MIN W/2x4 D.F. #2 OR BTR. WOOD FRAMING
� Z CONNECTED DIAGONALLY TO THE ROOF STRUCTURE ��
24" PRE ERRED X N 24" I COPE END OF BRACE&ATTACH ABOVE. NAILING: (2) 16d NAILS @ EACH END OF BRACE. WALL UP TO 6 ABOVE HIGHEST CLING.
18" MIN. TO WOOD STUD w/(2)#12 SCREWS X
NOTE: IF Y=60",THEN X=36" NOTE: Y=54" IF DOOR HAS CLOSER ''` WALL, UP TO ROOF FRAMING
IF Y=54",THEN X=42"
NEW PARTITION WALL, PER NOTE: THE WALL FRAMING MAY STOP Y
PLAN J BELOW THE SUSPENDED CEILING TILES
(a) (c) (c) PROVIDED THAT THE TILES ARE CUT WALL UP TO UNDERSIDE OF CEILING
FRONT APPROACH ES-SWINGING DOORS HINGE SIDE APPROACHES-SWINGING DOORS LATCH SIDE APPROACHES-SWINGING DOORS AWAY AS REQUIRED TO ATTACH BRACING
FIRE BLOCKING,AS REQ'D PER THE WALL TYPE NOTES. Z
DIRECTION OF APPROACH
D ftx A NEW TENANT IMPROVEMENT
NOTE_ ALL DOORS IN ALCOVES SHALLCCMPLYWITHTHE : BROOK LAKE INDUSTRYA4mO
�� FOR GREENBURG DENTAL
CLEARANCES FOR FRONT APPROACHES CEILING, PER PLAN
DAN S U L L E N G E E ETER LE ST UHAL
6 (MIN.) MANEUVERING CLEARANCES AT DOORSK�7 PARTIAL HEIGHT WALL BRACE DTL. 4870 BROOKLAKE RD NE SALEM, OREGO PROJECT ADDRESS: PURE arhite�ture, AIA SITE
A4.0 SCALE: N. T. S. 4-a SCALE: 3" = 1'-0" BROOKS, OR 97305 ��► �Q= 9370 SW GREENBURG RD STE 603 Peter Lyle Strauhal, AIA, Leed AP SCALE: N.T.S.
CCB#: 97286 '�J' �v TIGARD , OR 97224 2440 Laurel Avenue NE, Salem, OR 97301
F OF &� ph: 503.763.9641, fax: 503.371.1640 DATE: 03-07-13