Plans (9) B U P2016 - 00204
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MAY 21 2016 '�
TENANT IMPROVEMENT for BUILDINGDIVI3RION �� #3082 �
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MARTIN UV. HANSON '''''
FINANCIAL PLANNERS NORTHWEST BUILDING LOCATION •
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PROJECT NARRATIVE `�
,; �--�-, � ',uEi: _ -' - PROJECT # 16300
PROJECT CONSISTS OF MINOR ALTERATION WORK TO 1 ,812 SF OF EXISTING OFFICE - ' �� =� i � � -i � . ,.
SPACE. WORK SHALL INCLUDE BUT NOT BE LIMITED TO DRYWALL/METAL STUDS, I 1 NIL- ii �J � �16 �•� ,, . , , (
DOORS/FRAMES AND PAINTING. ALL WORK TO MEET ADA REQUIREMENTS. : 1 ++ 1: Lr1
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A-2 DEMOLITION PLAN & NOTES CITYoF'r�G"'� Q
REVIEWED FOR CODE COMPLIANCE
A-3 PARTITION & POWER PLAN & NOTES OTC; f
A-4 CEILING PLAN & NOTES pe�=�Address: 6____ ___14 ',, .6____ ___14 ',, . ,-•,ao r,1
A-5 SPECIFICATIONSw
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TENANT INFORMATION i����,��i �a• Or
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TENANT: FINANCIAL PLANNERS NORTHWEST L - _ , ._ J REVISION
OCCUPANCY: B �' CITY OFTIGARD 1
Approved by Planning 2 .
FLOOR AREA: 1 ,812 SF OFFICE Date: (0 /-Li / ia
Initials: mss
DATE : 06/1 6/1 6
BUILDING PLAN ZED PERMIT/BID SET
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DEMOLITION NOTES: W z E. p J
D1 REMOVE EXISTING PARTITION & DISPOSE OF; U CY) 1
D2 REMOVE EXISTING FLOOR FINISH & BASE- PREP WALLS FOR NEW � LL a<_ 1-- 0_
BASE INSTALLATION;
13f REMOVE EXISTING DOOR/FRAME/RELITE AND SALVAGE FOR REVISION
REUSE;
D4 REMOVE EXISTING CABINETRY AND DISPOSE OF; 1
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DEMOLITION PLAN DATE : 06/16/16
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x CARPET LOOP PILE: ��i O OFFICE 3 � � 11 U � II I�I i �� � � Iri' LP LP-1 MOHAWK GROUP CROSS KNIT BC375 / B1375 - 859 FOUND OBJECT, D� CO
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OIGENERALDATA O9F1NISHES ��� 3082
1 . ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE LATEST EDITION OF THE UNIFORM BUILDING GENERAL
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CODE. AS AMENDED BY THE STATE OF OREGON AND ALL OTHER STATE OR LOCAL CODE REQUIREMENTS THAT 1 . ALL GYPSUM BOARD TO BE A MINIMUM OF 5/8" THICK VERTICALLY ATTACHED TO METAL STUDS 24" O.C. WITH 1" a . MARTIN W. HANSOM
APPLY. TYPE S-12 SCREWS 12" O.C. UNLESS OTHERWISE NOTED. / -m.
2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS AND AT THE EXISTING 2. ALL OFFICE GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND 2 FINISH COATS WITH SANDING BETWEEN FINISH cf) C ' CO AS, OREGON , .
BUILDING AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING THE WORK. COATS. APPLY USG SHEETROCK BRAND FIRST COAT. PAINT AS INDICATED. � Q
3. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL PERFORM DUE DILIGENCE INSPECTION OF ALL EXISTING 3. ALL OTHER GYPSUM BOARD TO RECEIVE ON TAPE COAT AND 1 FINISH COAT WITH SANDING AFTER FINISH COAT. �,� OF
0-1 '-%
CONDITIONS PRIOR TO SUBMITTAL OF A PROPOSAL. SUBMITTAL OF A PROPOSAL SHALL BE CONSIDERED PAINT AS INDICATED.
CONFIRMATION THAT SUCH INSPECTION HAS BEEN MADE, AND NO FURTHER COMPENSATION SHALL BE DUE THE
CONTRACTOR FOR CLAIMS ARISING AS A RESULT OF FAILURE TO PERFORM SUCH INSPECTION. 4. PROVIDE ACOUSTIC GASKETS WHERE WALL INTERSECTS MULLIONS OR GLAZING. PROJECT # 16300
4. FURNISH ALL NEW MATERIALS EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. 5. ACOUSTICAL CEILING SYSTEMS: SUSPENSION SYSTEM TO BE EXPOSED METAL T-BAR, PRE FINISHED WHITE, TO H
COMPLY WITH U. S. O. STANDARDS. INSTALL LATERAL BRACING PER CODE.
5. THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES. U � T >1.WALL CONSTRUCTION MATERIALS W co 71- I"'
6. CONTRACTOR SHALL KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS INCLUDING ~ N flu
1 . PROVIDE STUDS, TRACKS, BRACING, FASTENING AND OTHER ACCESSORIES NECESSARY FOR COMPLETE U 6111
DOCK ACCESS AREAS. FLOORS TO BE SWEPT OR VACUUMED DAILY. INSTALLATION. U � Q W
7. CONTRACTOR SHALL KEEP THE ROOF FREE OF DEBRIS (I.E. NAILS, SCREWS) AT ALL TIMES. 2. FRAMING MEMBERS SHALL HAVE THE STRUCTURAL PROPERTIES INDICATED WHERE PHYSICAL STRUCTURAL � Y ,..C;
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PROPERTIES ARE NOT INDICATED, THEY SHALL BE AS NECESSARY TO WITHSTAND ALL IMPOSED LOADS. DESIGN Q � N I� 0
8. ALL DIMENSIONS ARE TO FACE OF SHEET ROCK UNLESS OTHERWISE NOTED. T Li
FRAMING IN ACCORDANCE WITH AISI SG-673. Z Q � n
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9. CONFIRM SIZES OF ALL OPENINGS REQUIRED FOR THE INSTALLATION OF ALL STRUCTURAL, MECHANICAL, � � � p � 0 i_
ELECTRICAL AND PLUMBING WORK PRIOR TO FRAMING OR CUTTING FOR INSTALLATION. 3.G60.OLD-FORMED FRAMING SHALL BE GALVANIZED METAL CONFORMING TO ASTM A446/A 446 M GRADE A (33000 PSI) (n � CC CO N z
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- 4 10. LEAVE THE PROJECT CLEAN AND READY FOR OCCUPANCY BY THE OWNER. 1 � o N N � N
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4. PROVIDE THE LISTED GYPSUM BOARD PRODUCTS BY U.S. GYPSUM, GEORGIA PACIFIC, NATIONAL GYPSUM OR AN
11 . PROVIDE RECORD DRAWINGS OF THE WORK AT THE CONCLUSION OF CONSTRUCTION. RECORD DRAWINGS MAY APPROVED EQUAL. z Z C� � m H
BE IN THE FORM OF TWO MARKED-UP COPIES OF CONSTRUCTION DOCUMENTS. DELIVER RECORD DRAWINGS TO THE � Q co�(j U
ARCHITECT. 5. STANDARD GYPSUM BOARD SHALL BE 5/8" THICK WITH TAPERED EDGES CONFORMING TO ASTM C-36. � O 'l
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12. IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT THE CONTRACTOR PROVIDES A COMPLETE, FUNCTIONING 6. WATER RESISTANT GYPSUM BOARD SHALL BE 5/8" THICK WITH TAPERED EDGES. CONFORMING TO ASTM C-630. Q � 0 = X a
PROJECT INCLUDING ALL GENERAL, MECHANICAL AND ELECTRICAL CONSTRUCTION REQUIRED TO FULFILL THAT7. CEMENT BACKER BOARD SHALL BE •i/2" THICK WITH SQUARE, REINFORCED, SMOOTH EDGES. PROVIDE DUROCK r a. a LLQ
INTENT. ALL ITEMS REQUIRED SHALL BE FURNISHED AND INSTALLED, REGARDLESS OF WHETHER OR NOT SHOWN ON BRAND CEMENT BOARD OR APPROVED EQUAL.
THE DRAWINGS.
8. TRIM ACCESSORIES SHALL COMPLY WITH ASTM C-1047. ~
13. ITEMS OR WORK NOT TO BE FURNISHED OR ACCOMPLISHED BY THE CONTRACTOR ARE NOTED "N.LC.". Cr)
14. "ALIGN" AS USED IN THESE DOCUMENTS, MEANS TO ALIGN THE FINISHED FACE OF ELEMENTS IN THE SAME PLANE, 12 FURNISHINGS (ONE OF THE FOLLOWING OR COMBINATION)
EITHER IMMEDIATELY ADJACENT TO ONE ANOTHER OR ACROSS AN OPENING. 1 . CONTRACTOR TO CLEAN / REFURBISH EXISTING BUILDING STANDARD BLINDS AT ALL EXTERIOR GLASS. = p
15. DO NOT DISASSEMBLE SETS OF CONSTRUCTION DRAWINGS. DRAWINGS ARE INTERRELATED. 2. CONTRACTOR TO REPLACE BUILDING STANDARD BLINDS AT ALL EXTERIOR GLASS AND PROVIDE BUILDING CC W �
STANDARD BLINDS TO MATCH AT NEW EXTERIOR GLASS. BLINDS SHALL BE PER CURRENT PACTRUST STANDARD O H.
16. THE CONTRACTOR SHALL SUBMIT COMPLETE SHOP DRAWINGS FOR MILLWORK, SPECIAL SYSTEMS, AND (WHITE, VERTICAL, NON-PERFORATED.). z Z
MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS (INCLUDING FIRE PROTECTION SYSTEMS) WHEN REQUIRED BY CD W
PACTRUST. SUBMIT A MINIMUM OF TWO COPIES OF ALL SHOP DRAWINGS FOR REVIEW AND APPROVAL. ONE COPY 3. CONTRACTOR TO PROVIDE BUILDING STANDARD BLINDS AT ALL EXTERIOR GLASS. OC 01171-
WILL BE RETAINED BY PACTRUST AND ONE COPY WILL BE RETURNED TO THE CONTRACTOR. LLJ F- < N
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17. THE DESIGN OF FIRE PROTECTION SYSTEMS IS THE RESPONSIBILITY OF THE FIRE PROTECTION SYSTEMS GENERAL Z � O CONTRACTOR. ALL FIRE PROTECTION SYSTEMS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED BY 1 . PROVIDE LABEL FOR EACH CIRCUIT AT PANEL FOR IDENTIFICATION PURPOSES. THERMOSTAT LOCATIONS TO BE � O �
THE APPROPRIATE JURISDICTION FOR THE DESIGN OF THIS TYPE OF SYSTEM. COORDINATE INTERFACE WITH _I ('f �
EXISTING BUILDING SYSTEMS AND WITH BUILDING OWNER. REVIEWED BY OWNER PRIOR TO INSTALLATION. CL. cc w 0
18. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION SEQUENCING WITH THE BUILDING OWNER AND 2. ELECTRICAL CONTRACTOR TO PROVIDE EMERGENCY LIGHTING IN PATH SHOWN ON PLAN EQUAL TO 1-FOOT 0 Q � CI) z
SCHEDULE ALL SERVICE INTERRUPTIONS OUTSIDE NORMAL BUSINESS HOURS TO MINIMIZE INCONVENIENCE TO CANDLE.
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3. TELECOMMUNICATION SYSTEM BY FUTURE TENANT. W z LI 0
08 DOORS AND WINDOWS 4. LIGHTING ENERGY MANAGEMENT IS REQUIRED IN OFFICE AREAS 5,000 SF AND LARGER. a z Q � 0
1 . RE-USE EXISTING DOORS AND FRAMES WHERE POSSIBLE. � � 0_ T 0_
5. OCCUPANCY CONTROL DEVICES SHALL BE LEVITON OR WATT STOP.
2. ALL DOORS SHALL BE SOLID CORE WOOD UNLESS NOTED OTHERWISE. REVISION
OFFICE LIGHTING
3. DOOR HARDWARE SHALL BE SCHLAGE AL SERIES U.N.O. 1 . OFFICE LIGHT FIXTURES - LITHONIA 2PM3N G B 3 32 18LD MVOLT GEB101S
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4. ALL INTERIOR GLAZING SHALL BE TEMPERED. 2 .
DATE : 06/16/16
PERMIT/BID SET
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REQUIRED ROOF UCTURE AT 10'-0" OC WHERE � MARTIN#3082
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DATE : 06/16/16
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WALL BASE DETAIL PERMIT/BID SET
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