Plans (11) BU P2016 - 00162
1 J 2 13 14 15 16 17 18 19 110 111 112 113 114 115 116 117
18 I 19 — 04-18-2016 150538 A-001
DRAWN BY: NV
CHECKED BY: DC
Hi:cif vED
OFFICE REMODEL & SMOKE BARRIER TAX MAP&LOT:
2S102DA00401
MAY 12 2016
TIGARD POLICE DEPARTMENTCITY ND1 ASO 0'-3°
BUILDING
�IVSIO Line is 3 inches at full scale
(if not 3 inches then scale accordingly)
BLDG CODE DATA PREPARED FOR:
N _ PROJECT DESCRIPTION: N
- Convert (E) fire barrier around (E) detention facility TIGARD POLICE DEPARTMENT
to a smoke barrier. 13125 SW Hall Blvd.,Tigard,
-Convert two office spaces into one larger open
office area OR 97223
- Convert 4 offices into 1 large office and 2 small
offices
- Project does not include change of occupancy,
shell work,structural work, or plumbing work
-Enclosing detention area with smoke barriers
M allows it to be classified as a "B"occupancy under M
-
Section 304.2.
[L___,
-Entire facility can be classified as ad
"B"occupancy
-I 1 -r -r JA-----H with no separation of occupancies required.
-Fora fully sprinklered"B"occupancy, no fire-
I .--)
resistance rating is required at corridor walls per
ecialty Code
Table 1018.1.
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APPLICABLE CODES:
0 T 4 Oregon Mecha n Structural
cap Spec ally Code O�'TIGARD
014 Oregon Fire Code
REVIEWED FOR CODE COMPLIAN
2014 Oregon Electrical Specialty Code Approved: t C1cs d1-°.1") 1\L
1 --.._.zrjOCCUPANCY CLASSIFICATIONS: OTC; [ J
B Office Areas Permit#: '1��. 1., 210'-` 16_-_,-7
--------------------- --------------- ---- Address: 2��` t��.`
CONSTRUCTION TYPE: IIIB Suite#: OFFICE REMODEL &
L---
J— �- ' FULLY SPRINKLERED?: Yes By: �1i..4L Date: (lc,
I_ = I — , BLDG AREA: SMOKE BARRIER
°rL I No change building area proposed
I -
I I BLDG HEIGHT: OFFICE COPY
I I 1 No change proposed
A-102
J! Imo+ BLDG & OCCUPANCY SEPARATIONS:
1 4 1 AREA OF WORK All B, no separation required
•
PLUMBING FIXTURES:
— I I No change to occupancies or occupant load this T TIGARD POLICE
1 I (---, ,L-- .Q 0 I 1-1- project.
1. ,:\ i I i DEPARTMENT
iI
13125 SW Hall Blvd., Tigard, OR
1—",_ \\ 1 I D� 11 I 97223
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j. II — IF '^ " IGENERAL REQUIREMENTS .4\11D ;
1 _ - 1. CONTRACTOR SHALL PROVIDE ELECTRICAL, MECHANICAL, PLUMBING,ALARM,
AND SPRINKLER DRAWINGS AND DETAILS AS REQUIRED FOR PERMITS. c
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6 2. PLAN DIMENSIONS ARE TO FACE OF FINISHED WALL UNLESS NOTED ) w' >
A-101 OTHERWISE. Q 4
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°' I r s SHEET REVISION REVISION REVISION KERRY W. VANDERZANDEN
a~o NUMBER SHEET NAME NUMBER DATE COMMENT
o F A-001 COVER SHEET F ARCHITECT, P.C.
u-) - A-002 FIRE RATG & EGRESS PLANS
0
A-003 CONSTRUCTION REQS 13981 N. MAIN STREET
U ,
A-101 OFFICE REMODEL BANKS, OREGON 97106
o A-102 SMOKE BARRIER/DETAILS
o --xj _ J� (503) 319-7666/ (503) 324-0883 FAX
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o I IIII'' /1� PROJECT NUMBER; 150538
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1 12 13 14 15 I6 I7 18 19 110 I11 112 f 13 114 115 116 117 118 119
I 1 12 13 1 4 15 1 6 17 18 19 I 10 1 11 112 113 114 I 15 I 16 1 17 118 I 19 I 04-18-2016 150538 A-002
CODE SUMMARY CODE SUMMARY DRAWN BY: NV
CHECKED BY: DC
Construction Type: IIIB Occupancies: B Construction Type: IIIB Occupancies: B
TAX MAP&LOT:
Height: 1 story, no change Proposed Area: No change Height: 1 story, no change Proposed Area: No change 2S102DA00401
Mezzanine?: No Mezzanines Basement?: No Basement Mezzanine?: No Mezzanines Basement?: No Basement
Abbreviations Used: Corr Corridor Cons Type Construction Type Abbreviations Used: Corr Corridor Cons Type Construction Type 0'-3"
FRR Fire-Resistance Rated FSD Fire Separation Distance FRR Fire-Resistance Rated FSD Fire Separation Distance Line is 3 inches at full scale
Occ Occupancy, Occupant Occ's Occupants Occ Occupancy, Occupant Occ's Occupants (if not 3 inches then scale accordingly)
MoE Means of Egress WC Water Closet MoE Means of Egress WC Water Closet
Lay Lavatory, hand washing sink DF Drinking Fountain Lay Lavatory, hand washing sink DF Drinking Fountain PREPARED FOR:
Reqs Requirements Reqd Required Reqs Requirements Reqd Required
N RELATED RELATED NI
TOPIC ISSUE AS APPLIES TO THIS PROJECT SECTIONS TOPIC ISSUE AS APPLIES TO THIS PROJECT SECTIONS
CHAPTER 03 TIGARD POLICE DEPARTMENT
CH 3 OCCUPANCY What occupancies are existing? B CHAPTER 13 13125 SW Hall Blvd., Tigard,
CH 3 OCCUPANCY Do any existing occupancies change under the No CH 13 ENERGY Does existing building meet current energy code There is no modification or addtion to building shell or type of OR 97223
proposed design? EFFICIENCY requirements? conditioning
CH 3 OCCUPANCY Are new occupancies added under this project? No
CH 3 OCCUPANCY What occupancy classification need to be The lock-up facility delineated by the new smoke barrier 304.2 CHAPTER 24
clarified based on specific exceptions, criteria, meets the requirements of OSSC Section 304.2 to be CH 24 GLAZING Is Safety Glazing reqd for this project? One new relite location requires safety glazing at interior 2406.4
rvi accessory, or incidental uses? considered a B occupancy. Separated by smoke barrier, Room 34 per section 2406.Any glazing within doors is M
sprinklered,smoke detection system& occupant load not required to be safety glazing
greater than 5.
CHAPTER 29
CHAPTER 05 CH 29 PLUMBING How many water closets are required for male Number of occupants is not increased as a result of this Table 2902.1
CH 5 BLDG HEIGHT Does the existing structure and use comply with Yes, per Table 503, for B occupancy and Cons Type IIIB with 503 and female users for completed facility? project
&AREA current code for allowable areas? sprinklers, and frontage,the allowable area calculates to CH 29 PLUMBING How many lays are required for male and female Number of occupants is not increased as a result of this Table 2902.1
71,250sf per story. The actual area is 36,000sf. users for completed facility? project
CH 5 BLDG HEIGHT Is there a change to an existing use that affects No
&AREA allowable area at existing structure?
LL
— CH 5 BLDG HEIGHT Is there an increase to the height or area of the No —
&AREA existing structure?
CHAPTER 06
CH 6 TYPES OF What is the construction type? IIIB 602.3 60
CONSTRUCTION 12/33
CH 6 TYPES OF Rating of primary structural frame? 0 hrs Table 601 _ __ - `` __ .
CONSTRUCTION OFFICE REMODEL &
K OFFICE
CH 6 TYPES OF Rating of exterior bearing walls? 2 hrs Table 601 OFFICE OFFICE OFFICE OFFICE OFFICE K
— CONSTRUCTION — SMOKE BARRIER
CH 6 TYPES OF Rating of interior bearing walls? 0 hrs Table 601 146 SF 146 SF 148 SF 145 SF 221 SF 176 SF
CONSTRUCTION 100sflocc 100sf/occ 100sf/occ 100sf/occ 100sf/occ 100sf/occ
CH 6 TYPES OF Rating of exterior non-bearing walls&partitions? 0 hrs Table 601 2 Occ 2 Occ2 Occ --- 2 Occ 3 Occ - 2 Occ
CONSTRUCTION
CH 6 TYPES OF Rating of interior non-bearing walls & partitions? 0 hrs Table 601 OFFICE z
CONSTRUCTION
CH 6 TYPES OF Rating of floor construciton &associated 0 hrs Table 601 756 SF
CONSTRUCTION secondary members? 100sf/occ ? rT)
— CH 6 TYPES OF Ratingof roof framingand associated secondary0 hrs -1)
Table 601 4 Occ t J TIGARD POLICE
\� CONFERENCE
CONSTRUCTION members?
CH 6 TYPES OF Rating of exterior walls based on fire separation For a B occupancy with IIIB construction and a fire separation Table 602 OFFICE OFFICE OFFICE OFFICE OFFICE
STOR 256 SF DEPARTMENT
CONSTRUCTION distance? distance of>30' no rating for exterior walls is required per 15sf/occ
131 SF 185 SF 118 SF 129 SF 139 SF
Table 602 17 Occ
64 SF 100sf/occ 100sf/occ 100sf/occ 100sf/occ 100sf/occ 13125 SW Hall Blvd., Tigard, OR
300sf/occ 2 Occ 2 Occ 2 Occ 2 Occ 2 Occ
CHAPTER 07 1 Occ97223
CH 7 FIRE Exterior Walls? No new or modified exterior walls
RESISTANCE ! •,I �R- BOOKING 1f .DIN' i STORAGE H
—" CH 7 FIRE Smoke Barrier? Required to enclose lock-up area from floor to underside of 709 I)] _
RESISTANCE roof sheathing. Includes 1 hr rated wall construction HOLDING 97 SF 100 SF ---') __
SALLY PORT — 97 SF
(existing). Roof assembly is not required to be rated for IIIB 100sf/occ - 100sf/occ
1 Occ �1 Occ OFFICE 300sf/occ
construction. ! 23 SFAll ' 1 Occa
511 SF
CH 7 FIRE Openings? Smoke barriers require 20min doors, D-20 door vision panels 716 cl
200sf/occ 100sf/occ 1----'J rl
4i'..11
RESISTANCE and 45min relites 3 Occ 1 Occ • • 154 SF ?°.: LCH 7 FIRE Penetrations? All penetraions in smoke barrier to be sealed with approved 714.5 ., I12 Of/occc
RESISTANCE through penetration firestop system 1 1 , �, co
_ �_CH 7 FIRE Joints? Fire-resistant joint system not required at roof that are not 715 STORAGE STOR ISTORAGE JAN ,MUG I --- ` >
a c RESISTANCE part of a fire resistance rated assembly. - • \ RR _�` ' c •17- CH 7 FIRE Ducts and air transfer opening? Listed smoke dampers required at each duct penetration of 717 93 SF 56 SF 84 SF 86 SF HILLORE •
///``` OFFICE a, a
m RESISTANCE the smoke barrier 300sf/occ -"300sf/occ ' 300sf/occ j 100sf/occ Y
Y 1 Occt �tr —1 Occ 1 Occ 1 Occ.
E CHAPTER 09 60
238 SF 1�Cz oN _
100sf/occ
p CH 9 FIRE Is building to be fully sprinklered? Partially Existing fully sprinklered. Heads to be relocated as required 12/33 3 Occ
OFO' O ¢`
1.
a_ PROTECTION sprinklered? where interior partitions are re-configured REQ'D EGRESS WIDTH FOR DOORS CALCULATED AT '" i , 0%
'2 0.2" PER OCCUPANT II I I
co
i= CHAPTER 10 UTILITY \OPEN OFFICE I OFFICE --7---
KERRY W. VANDERZANDEN
SUM OF ALL OCCUPANT LOADS TO
F CH 10 EGRESS What is the occupant load for the proposed See Egress&Occupant Load Plan 1005THIS POINT 306 SF I 97 SF OFFICE F
o uses? 12 4082' 100sf/occ ,; loosf/occ — ARCHITECT, P.C.
CH 10 EGRESS Minimum required corridor width? 44"throughout as corridors serve an occupant load greater Table 1018.2 2 4/32 - -4 Occ 1 Occ 144 SF
p than 50. 1 2 Occ
c 13981 N. MAIN STREET
✓ CH 10 EGRESS Is any doorway reqd to be greater than 32" or No, the greatest concentration of occupant load is 60 and 1005 S-----)
r BANKS, OREGON 97106
0) any corridor req'd to be greater than 44" by requires 60 x 0.2"= 12" EXIT WIDTH (INCHES) REQ D/ WOMEN
a)
Section 1005? PROVIDED
LOCKERS (503) 319-7666/ (503) 324-0883 FAX
3 CH 10 EGRESS Is emergency power required for egress Yes, interior corridors and exterior landings require backup 1006.3 - — — EGRESS PATH r—r COPIER RECORDS
E illumination? power per Section 1006.3 246 SF -
a)
• E CH 10 EGRESS What is the maximum allowable common path of 100' 1014.3 50sf/occ 184 SF REVISIONS:
cn_ COMMON PATH —,5 Occ - 100sf/occ 88 SF E
a) egress travel? CONFERENCE 2 occ 100sf/occ No. Date Description
iii CH 10 EGRESS What is the maximum allowable exit access 300' 1016 COMMON PATH OF EGRESS TRAVEL 800 SF 1 Occ .
m travel distance? LIBRARY
a)
)c CH 10 EGRESS Do any spaces require 2 or more MoE? If yes, No spaces modified in current scope of work require 2 or 1015 751100' 15sf/occ /tom RR .
Ewhat is the reqd separation of exit accesses? more MoE EXIT ACCESS TRAVEL DISTANCE 54 Occ
t 243 SF
p CH 10 EGRESS How many exits are required from the building? If No additional exits required per this project Table 1021.2 100sf/occ
a- 2 or more,what is the required separation of (2) i - 3 Occ
co exits? END OF COMMON PATH
(N) RECORDS
I= D 261101'
• - CHAPTER 11 1 ® �_
co CUMULATIVE OCCUPANT LOAD TO . Ii PROPERTY T _
Lr) CH 11 Is the existing portion of the structure fully Yes, existing building is fully accessible — - 0 - — THIS POINT __—_._ x 640 SF
Li-) CLERK__ PROCESSING INTER 100sflocc
ACCESSIBILITY Accessible (as defined by Chapter 2 & 11)? r--- r J 7 Occ
CH 11 What new elements are made to comply with All new work is fully accessible I �I ,
ACCESSIBILITY Accessibility Requirements? INTERNALLY ILLUMINATED EXIT SIGN I 175 SF 77 SF � 72 SF
® (EXST'G UNO) 100sf/occ 100sf/occ i; 15sf/occ
ti
5 occ
a NEW SMOKE BARRIER / I . 2 Occ 1 Occ ' PROJECT NUMBER: 150538
o CHAPTER 12 ,� .. _1 5) J
CH 12 INTERIOR How are space ventilation requirements met? Existing mechanical ventilation1
o ENVIRONMENT _ (N) Ti-itJrt=_
c DATE: 04-18 2016
fl -
--
1 - -I PERMIT SET
aRR
45 MEN LOCKERS STORAGEI SHEET TITLE:
o 636 SF - ` � ENTRY - 12/
212 SF
-12
L_
33
I _ _
50sf/occ 3 RR = (� FIRE RATG & EGRESS
j 13 Occ 1 1 Occ cc c
O B ____- - ------ c r �.._"�. �� B
PLANS
2 8
SHEET NUMBER:
N
M EGRESS PLAN
0
N 3/32"= 1'-0" Am002
0
4 A A
ri I2 13 14 I5 I6 I7 I8 I9 I 10 I 11 112 I13 114 115 I 16 I 17 I18 I 19 I
J 1 12 13 I 4 15 16 17 1 8 I 9 I 10 I 11 I 12 I 13 I 14 I 15 I 16 L 17 I 18 I 19 - 04-18-2016 150538 A-003
0100 00-GENERAL REQUIREMENTS I. EXTERIOR WALKS AND SLABS. (if indicated) 3. Framing lumber shall be Douglas Fir/Larch,S4S,grade stamped by WCLIB or WWPA. Lumber shall 1. Glue laminated beams shall be 24F-V4 DF/L,compression perpendicular to grain to be 650 psi,dry E. Before final payment from Owner,systems shall be tested for required operation,and corrections DRAWN BY: NV
A. When accompanied by structural drawings and specifications prepared by a registered Engineer, 1. Concrete sidewalks,aprons,and curbs in Right-of-Way per current applicable governmental be"green"unless indicated dried.Lumber to be exposed shall have grade stamp oriented away from use(moisture content less than 16%in service conditions),industrial grade at concealed locations, made as required, by qualified contractor.Provide all systems and devices free of faults.. CHECKED BY: DC
where those requirements conflict with the requirements below,structural drawings and ordinances. view. architectural grade at exposed locations, 2 coats of sealer that bond to the surface of the member, F. Mount switches at 48"above floor to center,outlets at 15"to center, unless otherwise indicated.
specifications shall takeprecedence. 4. All woodplates in contact with concrete or masonryshall be hem-fir#2pressure treated unless waterproof glue,manufactured and certified per the American Institute of Timber Construction TAX MAP&LOT:
P 2. Texture walkway locations indicated for accessible traffic warning according to requirements of G. Light fixtures in contact with insulation to be insulation coverage(IC)rated,and sealed airtight to
B. When accompanied by specifications prepared for this project and bound within a Project Manual,or authority having jurisdiction. noted otherwise. (AITC),ANSI/AITC A190.1,ASTM D3737,and certification stamped. No white speck permitted. gypsum wall board or other finish. 2S102DA00401
issued by Addendum,where those requirements conflict with the requirements below,the Project 3. Provide preformed exterior expansion joint,conforming to ASTM D1751 for asphalt saturated 5. All prefabricated metal timber connectors and hangers shall be fully bolted and/or nailed as 2. Glue laminated columns shall be combination No.3. DF/L, industrial grade,AITC certification,dry H. Provide manual switch lighting control for each 2000 square feet(maximum)within any given office
Manual requirements shall take precedence. fiberboard,3/8"thick minimum,length and depth sufficient to fully separate the contact surfaces,at indicated by manufacturer,unless noted otherwise.All connectors,hangers and fasteners shall be use(moisture content less than 16%in service conditions),2 coats of sealer. space enclosed by full height partitions, unless noted otherwise.
C. Conform to minimum standards of current edition of the International BuildingCode as amended by20 foot maximum spacing and where slab abuts another slab, isolated slab,or wall. corrosion protected per manufacturer's recommendations. 3. Ease edges on glue laminated beams to be compatible with steel at connections. 0'-3" 9
P g I. Provide programmable automatic shut-off relay controls,overriding local switching, in interior office
state and local jurisdicitons and all other applicable construction codes,local ordinances,and 4. Unless noted otherwise,pitch exposed slab surfaces at 2%slope for drainage and provide medium 6. Simpson prefabricated metal timber connectors noted.Other types of metal connectors shall be F. FINISH INTERIOR WOODWORK rooms larger that 2000 sf, PCI'Control Keeper'or approved equivalent.
regulations. submitted to Architect for royal. Line is 3 inches at full scale
g broom non-slip surfaces in cross direction of travel. pp 1. Provide finish items indicated including stairs and railings, bases,casements,trim and moldings J. Provide photoelectric outdoor lighting timer control on all exterior lighting circuits,unless otherwise (if not 3 inches then scale accordingly)
D. Coordinate with local governing agencies and with serving utilities for all permits,regulations for 5. Provide tooled crack control joints at 5 foot centers each way maximum. 7. Sill plate to be anchored to foundation with 1/2 inch diameter x 7 inch embedment hot dipped without visible defects in materials or workmanship. indicated.
work on public property and for utility services.Water service backflow devices must be tested by galvanized anchor bolts at 4'-0"O.C. maximum unless noted otherwise. Provide 2 bolts minimum per 2. Comply with AWI'Custom Grade'minimum standards and specifications.
6. Concrete testing is not required for non-structural fully supported sitework concrete(walkways). p yK. Provide signs reading"AREA OF REFUGE"at doors that provide access to adjacent Areas of Refuge PREPARED FOR:
certified tester for all applications. member, 12 inches from ends maximum.Torque nuts short of crushing wood. 3. Use quarter-sawn hardwood stock for clear finished work, species as selected,or Alder, Birch or per IBC Section 1007.6 Signs shall be illuminated at areas required by Section 1011 to have exit signs.
E. The drawings and specifications represent the finished structure.The Contractor shall review and be 8. All bolt heads or nuts bearing on wood to have standard washers. Bolt holes in wood shall be a White Pine for painted work. Provide 2-way communication at Areas of Refuge to meet Sections 1007.8.1 and 1007.8.2, Housing
N 040000-MASONRY N
- fully familiarized with all Drawings and Specifications prior to starting the Work.Confusing,obscured minimum of 1/32 inch to a maximum of 1/16 inch larger than the bolt. 4. Work using molded fiber reinforced plastic or fiberglass elements also to comply with above Devices Inc.ADA 100 or approved equivalent. -
or vague information,or unresolvable dimensions,shall be brought to the attention of theproject A. REFERENCES
gg 9. All lag bolts shall have pilot holes as per section 11.1.3 of the National Design Specification for workmanship standards. L. Provide emergency egress lighting where indicated. System shall provide required lighting for 90 TIGARD POLICE DEPARTM ENT
Architect immediately. Larger scale detail dimensions override smaller.Do not scale drawings. 1.ASTM International (ASTM)C90(Latest Version)Standard Specification for Loadbearing Concrete wood constructionNDS . Provide washers under heads at wood. Refer to section 11.1 of the NDS
( ) minutes minimum. 13125 SW Hall Blvd., Tigard
F. Contractor shall investigate existing conditions and report discrepancies or potential problems to Masonry Units for additional installation instructions of dowel-type fasteners.
Architect immediately. 2.ASTM International (ASTM)C270(Latest Version)Standard Specification for Mortar for Unit 08 00 00-OPENINGS M. Provide 1 foot-candle minimum emergency egress light level in exitways. OR 97223 ,
project p 10. All nails shall be common and nailing shall be per the nailing schedule unless noted otherwise.
G. The Contractor is responsible for construction methods and safeguards duringconstruction(IBC MasonryA. Install packaged unit doors,windows and skylights per manufacturers printed instructions and N. Where exterior egress lighting is indicated or required by code, provide 1 foot-candle minimum light
p Nail sizes shall be as follows unless noted otherwise: 50'
Chapter 33 .The Contractor shall determine where and how temporary precautionary measures shall 3.ASTM International (ASTM)C 476(Latest Version)Standard Specification for Grout for MasonryAAMA/WDMA/CSA 101/I.S.2/A440, latest editions with all updates.Include sealant bedding joint at level within of exterior wall with light fixtures equipped with battery back-up and trickle charger,
p ) p y p u Y p 6D NAIL:0,113 inch dia.X 2 inches long with min. Head dia. 17/64 in nail flange. sufficient for 90 minute emergency operation.Emergency egress lighting to comply with IBC Chapter
be used and to inspect same in the field.Construction loads upon the structure shall not be in excess 4.The Masonry Society(TMS)602 (Latest Edition)Specification for Masonry Structures - 8D NAIL:0.131 inch dia.X 2 1/2 inches long with min. Head dia.9/32 in. 10 Section 1006.
B. Provide safety or tempered glass at locations within 24 inches of a door edge,60 inches of a walking
of the design loads(50 psf floor,25 psf roof unless otherwise indicated). 5.The Masonry Society(TMS)402 (Latest Edition)Building Code Requirements for Masonry - 10D NAIL:0.148 inch dia.X 3 inch long with min. Head dia.5/16 in. surface, and within 18 inches of a walking surface separate of a door.
M H. Special Inspections:The Contractor shall provide notice as required by Structural Drawings and Structures M
Specifications for scheduling of special inspections.Where not otherwise indicated, provide 5 - 12D NAIL:0.148 inch dia.X 3%inches with min.Head dia.5/16 in C. Provide exterior,heat envelope windows with low'e'coated,tinted, insulating glass,SHGC<0.40,U -
B. SUBMITTALS - 16D NAIL:0.162 inch dia.X 3 Y2 inches with min head dia. 11/32 in. <0.46 at metal frames,U<0.35 at all others.
business days notice for all special inspections.The Owner will provide required special inspections
1.Submit shop drawings,product data,and samples,as applies,for the following items:Concrete
by a qualified testing agency.Test reports will be reviewed by the Engineer and approved by the 11. Minimum nailing shall be with common nails(galvanized at and adjacent to exterior)in D. If not otherwise indicated, provide ANSI/BHMA light commercial (Grade 2)hardware minimum with
building official.Re-inspections caused by initial failure will be provided by the Contractor. Masonry Units(CMU),Grout Mix Design,Mortar,CMU Reinforcing Steel. accordance with IBC Table 2304.9.1 and other tables or schedules as indicated. Nail shear wall and return bend lever handled type lock and latchsets. All locksets to have"always exit"function,except
Contractor shall bear any costs of such re-inspections. C. PRODUCTS roof diaphragm perimeters with'edge'spaced nailing. where deadbolts are indicated.
1. Masonry materials shall conform to the requirements of TMS 602 except as modified by the 12. Install all framing Schedule structural observations by Engineer a minimum of 7 days prior. members level,plumb, rigid,and true to line. E. Sectional doors at heated spaces shall be insulated (R-5 Minimum).
requirements of these construction drawings and specifications. 13. Lapends of double plates 24 inches minimum. F. Where indicated,install swinging fire-rated doors per manufacturer's instructions with closers, panic
J. Provide new commercial quality products throughout,except where noted otherwise. All
manufactured products shall be installed,cleaned,and commissioned in accordance with 2.CONCRETE MASONRY UNITS(CMU):Medium weight sand units and 115 lbs per cubic foot 14. Provide double studs at openings. bars and intumescent smoke seals, Pemko HSS 2000 or equivalent. Provide intumescent glazing tape
conforming to ASTM C90 with linear drying shrinkage limited to 0.065%and rate of absorption not at vision lites. Always operable manufacturer's printed instructions. 15. Do not splice individual framing members. y p able lever handle latchsets acceptable at occupancies other than"A"andL L
- exceeding 0.035 ounces of water per sq.in.of surface at the time of placement. Minimum "E" unless noted otherwise. -
K. Dispose of all excavation, demolition,excess,and waste materials off site unless otherwise noted. compressive strength of masonry,f m=1500 psi on net area by method of proportion. Type and color 16. Install beams,joists, rafters, and headers with bottom edge free of defects affecting tensile
Dispose of hazardous materials in accordance with disposal requirements of authorities having as selected from manufacturer's standard. strength. G. Seal,caulk,gasket or weatherstrip site-constructed doors and windows to limit air leakage and
jurisdiction. infiltration. Manufactured doors,windows, and storefront assemblies shall meet current Oregon
3.HOLLOW BRICK UNITS(HBU):Clayor shale units conformingto ASTM C 625,type and color as 17. All wood shall be minimum 6 inches above ground unless pressure treated.
( ) Energy Efficiency Specialty Code requirements for air leakage and thermal performance.
L. Contractor requests for redesign of the work shall be performed at contractor's expense,including selected from manufacturer's standard. 18. Do not notch or drill(other than attachment devices)timber or engineered wood products
re-engineering and redesign of related systems and assemblies.Contractor shall maintain schedule H. Provide products,components,and attachments sufficient to withstand stated wind load.
4. MORTAR:All mortar to conform to ASTM C270,Type S. without written approval of the Engineer of Record.
and complete the project within the time required by the Contract Documents including the timeI. Mount operable window hardware within accessible reach ranges according to ICC/ANSI
required for redesign. 5.GROUT:Fine grout conforming to ASTM C476 with a minimum compressive strength of 2,000 psi at 19. Fabricate and install members for full required bearing. Do not shim.
q g A117.1-2003. Operable door hardware shall be located not lower than 34 inches and not higher than
28 days. OFFICE REMODEL &
M. Cut,fit,or patch where required to complete the work or to make its parts fit together properly. 20. Notch all sloped rafters for 1 1/2 inch x 2 1/2 inch minimum bearing at supports,or provide metal 4g inches above finished floor.
6.REINFORCING STEEL BARS:ASTM A615 Grade 60. bearing tie connector.
Restore these areas to the condition existing prior to cutting,fitting,and patching. J. Doors with closers must be operable with a maximum 15 lb unlatch force,30 lb to initiate movement
K 7.LOOSE FILL INSULATION: "Perlite" loosegranular insulation. 21. Rest wood tightly on bearing surface,not on bolts or nails. and 15 lb to complete opening. K SMOKE BARRIER
N. Contractor shall coordinate delivery,unloading,and storage of products and materials. Store p p Hing.
products and materials according to manufacturer's printed instructions and protect from damage by 8.MISCELLANEOUS ANCHORS AND INSERTS:Epoxy or zinc coated steel,stainless steel or 22. Provide additional framing and blocking as required for all plumbing, sprinklers,heating, K. Provide metal door frames with welded miter joints and removable spreader bar unless indicated as
the elements. Maintain temperature and humidity within ranges specified by manufacturer's printed non-ferrous. ventilating,electrical, handrails,grab bars,door stops,casework,and similar shown or specified for 'KD.'
instructions. 9.FLASHINGS:If not otherwise indicated 26 gauge(minimum) attachment to framing.
g g galvanized steel at exposed areas. L. Fire rated doors for use in exit passageways and exit enclosures shall not exceed 450 degrees F
0. Where specified items, products,or materials include the words"or equivalent,""or approved Stainless steel sheet at through-wall or concealed locations. 23. Provide solid blocking at bearing points, except where nailed to rim joist. Provide cross bridging transmitted temperature above ambient at the end of a 30 min standard fire test exposure.
equivalent," "or equivalent by other manufacturer," "or equal,"or"as approved by Architect"submit 10. EXPANSION JOINTS: Flanged neoprene strip, in vertical joint,spaced as indicated. (or solid blocking)at 8 feet on center for all joists and rafters,unless both edges are restrained the M. Deadbolts are not permitted unless specifically indicated.
for Architect approval according to submittal requirements and procedures. full length of span.
11.WATER REPELLENT SEALER: BASF Enviroseal Double 7 or approved equivalent by other N. Locate doors 4"from adjacent perpendicular wall to hinge plate unless noted otherwise.
P. Substitutions: Requests for alternative products,equipment, materials,or manufacturers or other 24. Install nominal 2 inch full depth fire blocking at top and bottom of stairs and landings,story lines,
manufacturer. O. Determine U-factors of windows,doors,and skylights per NFRC 100 or the commercial size category
requirements for items that do not include an example of equivalency language as noted above,must ceilings and at 10 feet on center at concealed spaces.Double block fire walls perpendicular to joists
12. PROTECTION BOARD:As required to protect waterproofing at or below grade. or rafters. values listed in Chapter 15 of the 2009 ASHRAE Handbook of Fundamentals.
- be approved by substitution request prior to award of contract. Substitutions after award of contract
D. T I G A R D POLICE
are not permitted. EXECUTION 25. Secure interior wall sill plates at concrete with 0.145 inch diameter Hilti'X DNI" powder actuated P. The temporary label affixed to fenestration products shall not be removed prior to inspection.
Q. Submit items required for review by Architect or Engineer on forms provided,or approved by, 1.All CMU to be constructed in accordance with IBC chapter 21 and TMS 602. fasteners,embedded 1 1/4 inch minimum at 32 inch centers, unless otherwise indicated.
Architect or Engineer(as applies). Submit the number of copies required by Contractor plus 2. Allow 2. Lay CMU dry. Lay brick saturated with dry surfaces. 26. Provide double joists under partitions parallel to framing and each side of floor and roof 09 00 00-FINISHES DEPARTMENT
sufficient time for review, return,resubmittal and second review. Allow 5 business days minimum for 3.Clean all masonry units and support surfaces. openings. A. Unless otherwise indicated provide 5/8"Type'X'gypsum wallboard for all interior work. Use exterior
each review. 4.Completely cover the bedding area of the units at all bed,head and web joints with mortar(100% B. PRESSURE TREATED LUMBER gypsum sheathing or equivalent moisture resistant products in exterior or wet-prone areas. 13125 SW Hall Blvd., Tigard, OR
R. At final cleanup: Wash and polish all hard surface items,clean all dust and debris from all accessible mortar filling is required). 1. All structural wood members exposed to weather or as required by IBC section 2304.11 shall be B. Provide at least 2 typical anchors in any section of sill plate or stud wall bottom track. 97223
surfaces,vacuum carpets,sweep and damp mop hard surface floors,clean lamp lenses,install new 5. Unit masonry shall be laid in running bond (common),with shallow concave tooled joints, unless preservative treated in accordance with American Wood Protection Association using(ACQ,CA-B, C. Where non-load bearing interior partitions are not otherwise specified or detailed on architectural or
filters in forced air duct work,clear exterior debris, rake level finish graded earthwork,and broom otherwise indicated. Provide returns,caps and other special shaped units as indicated or required. DOT)standard U1 and M4 for species, product, preservative, and end use. structural drawings,framing shall comply with IBC Chapter 22 Section 2211 for steel framing and
H clean exterior decks or slabs. 6.Masonry shall be laid plumb,true to line,with uniform joints to maintain pattern both vertically 2. Retention amounts shall be as required for AWPA use category standards for structural Chapter 23 Section 2308 for wood framing. H
and horizontally,and with level courses accurately spaced. Lay out courses with symmetrical vertical applications as follows: D. Provide 6 inch high integral cove base in toilet,shower or bath rooms scheduled for resilient sheet
02 00 00-EXISTING CONDITIONS joint patterns between corners.Distribute"fillers" symmetrically at each panel. a. For above ground applications retention of 0.25 lbs.per cubic foot of ACQ or 0.10 lbs.per cubic flooring.
C
individual unit shall be set level and square to the unitmodule so that no variation in the �j,,
al
A. Verify locations of all underground utilities.Call Utilities Notification Center 1(800)332-2344 before 7.Each e e q foot of CA-B based on AWPA use category standards UC1, UC2, UC3A, UC3B. E. Provide water resistant gypsum wallboard and impermeable finishes(0.06 FRP or G.P. plastic 011) 1�l/j'/ ► -a
any groundwork. surrounding mortar joint can be noticed, and so that uniform joint shadows will be cast. b. For ground contact,or fresh water immersion applications,retention of 0.40 lbs. per cubic foot of laminate)at fixture wall and walls adjacent to lavatories,water closets or urinals in public or "C'�� a N
B. Consult a geotechnical engineer to establish conditions,materials and procedures for wet season 8.Fill all holes,replace all defective face shells,tuck point for uniform mortar joints, "holy stone" ACQ or 0.25 lbs.per cubic foot of CA-B based on AWPA use category standards UC4A, UC4B. multi-occupant toilet or bath rooms. Ar ,4‘
L-
a)
work. surface projections. Clean all exposed surfaces,free of mortar droppings,mortar"scum", c. For in ground structural applications retention of 0.60 lbs. per cubic foot of ACQ or 0.31 lbs.per F. Seal all interior concrete slabs not scheduled for other finish.Fill sawcut control joints with sealant. -0
efforescence and all foreign material. cubic foot of CA-B based on AWPA use category standard UC4B. G. Install'heavy duty'ceiling tee grid suspension system per ASTM C635 and C636 for seismic restraint. j03 00 00 CONCRETE 9.REINFORCING STEEL: d. For above ground,continuously protected from liquid water applications(sill plate)retention of Provide 2 inch wall angle at perimeter.Attach grid at 2 adjacent walls, maintaining 3/4 inch edge'cl .°2- A. INSTALLATION: Unless indicated otherwise, mixing,placing,and curing of concrete shall be in a. Placement:Where not otherwise indicated, place rebar as follows: 0.25 lbs. per cubic foot of ACQ or 0.10 lbs. per cubic foot of CA-B based on AWPA use category clearance of acoustic panels at opposite walls. Provide seismic separation at ceiling areas over 2500 G vstandards UC1 UC2. SF• HIUS*Er;)iitY.77.411/40EN:ci-i.4
E + �i� w 0_
a3 accordance with the American Concrete Institute ACI 318 and IBC Section 1903,ready mix concrete (2)#4 in grouted lintel over openings I'
a) per ASTM C94 Standard Specifications for Read Mixed Concrete with minimum compressive 3. Fasteners in contact withpreservative-treated material shall beprotected in accordance with IBC H. Provide resilient floor finish transition strips,typical. Locate at centerline of doors and where ,� Y }'
P Y P (2)#4 in grouted cells at and wall ends ,� ej
ej
o strength of 3000 psi at 28 days(4000 at tilt-up wall panels).Water/Cement ratio of 0.45 maximum, Section 2304.9.5. Timber connectors/fasteners in contact with preservative-treated material shall indicated. t
E (2)#4 in grouted bond beams at sills and top of walls V o uE except footing shall be 0.50 maximum. Provide 5%(+/-1%)air entrainment in exterior concrete slabs. have protective coatings as recommended by connector/fastener manufacturer. I. Provide finished resilient base in roll stock,groove and bend around corners. OF a N u
Use non chlorine based accelerators only. Provide adequate drainage retainingstructures, b. Provide minimum#5 vertical bar at 48 inches O.C.and at corners and intersections. Provide two p
a q g 4. All laminated veneer lumber,oriented strand lumber,glue laminated lumber exposed to weather J. Interior wall and ceiling finish materials shall be classified according to ASTM E84 and shall meet the
a- (foundation walls, retaining walls and similar). #4 horizontal bars at 48 inches O.C. Provide corner bars at intersections,corners,and at each
and subject to decay,shall be preservative treated in accordance with the manufacturer's limits of IBC Table 803.9
1:2 horizontal bar.
co B. STANDARDS: Conform to ACI 301,ACI 315 and ACI 318(moderate temperature),ACI 305R(hot recommendations for preservative materials,retention rates,and end use. Laminated timbers shall
tc. Extend all reinforcing steel a minimum of 24 inches beyond edges of opening. Provide matching
weather),ACI 306R(cold weather)and current state building code requirements. corner bars for all bond beams. Center vertical reinforcing steel at center line of wall unless indicated be preservative treated in accordance with IBC section 2304.11.3. 10 00 00-SPECIALTIES KERRY VV. VAN DERZAN DE N
co F C. VAPOR BARRIER: If not otherwise indicated, provide 10 mil fabric reinforced plastic vapor barrier, 5. All trimmed sections,cuts,or holes in pressure treated materials shall be treated with copper F
Lo• - otherwise. A. Comply with ICC/ANSI A117.1-2009 in the preparation,type and location of toilet/bath room ARCHITECT, P.C.
o conforming to ASTM E 1745,(Stego Wrap or equivalent),directly under interior slabs.Seal napthenate, in accordance with AWPA standard M4. For additional requirements,see IBC section
tod. Lap horizontal reinforcement ends 50 diameters minimum. accessories.
penetrations and 6"lapped edges with manufacturer's sealing tape. 2304.11 for protection against decay and termites.
O e. Restrain reinforcement with wire-tying or prefabricated positioners to prevent movement from B. Verify location of fire extinguisher cabinets shown with fire marshal having jurisdiction.Provide
O D. SLAB REINFORCEMENT:If not otherwise indicated, minimum slab reinforcement shall be mesh or C. SHEATHING 13981 N. MAIN STREET
construction loads and during placement of mortar and grout. additional board mounted fire extinguishers as may be required.Select cabinet recess type based on
reinforcing steel as follows: 1. All sheathingshall be APA rated group1,exposure 1 in compliance with voluntaryproduct
0 p p stud depth. BANKS, OREGON 97106
f. Discontinue reinforcement at expansion joints as indicated
0 1. Mesh reinforcing:WWF 6x6-W2.9xW2.9 conforming to ASTM A185.Lap sides and ends of mesh standards document PS1 and document PS2 as follows: C. Provide form fitting sink and lavatory insulation kits on hot water and waste piping:TrueBro "Nandi (503) 319-7666 (503) 324-0883 FAX
g. Do not wet set reinforcement.
a) reinforcement not less than one mesh plus 2 inches. - 15/32 (1/2' nominal)sheathing to be C-D with span rating of 32/16 Lay-guard', "Basin-guard,Broccar'Trap Wrap'or approved equal.
E 2. Bar reinforcing:#3 Grade 60 rebar at 18" centers each way. Lapbars 18"minimum. Cut alternate 10. GROUTING
19/32"(5/8" nominal)to be C-D with span rating of 40/20 D. Provide Best Bath Systems#NWR collapsible water retainer at accessible showers(as occurs).
a) bars at control joints. a. Grout pour height shall not exceed the limits of TMS 402. Provide cleanouts at grout pour heights
greaterft than 5 feet. - 23/32" (3/4" nominal)sheathing to be C-D with span rating of 48/24 E. Provide recessed'Knox-Box'3200 Series or other key vault approved by the Fire Marshal,where
u, E E. REINFORCING STEEL E REVISIONS:
ivb. Grout lifts shall not exceed 5 feet in height. 2. Use 15/32 inch thick APA span rated 32/16 at walls and roof unless noted otherwise. indicated or otherwise required by code. -
1. Place reinforcing steel in accordance with CRSI"Manual of Standard Practice and ACI 315,latest 3. All floor sheathing to be tongue and groove,APA'Sturd I Floor'to span 24 inches for 3/4 inch thick No. Date Description
co edition.Lap bars as indicated.Secure against displacement. c. Consolidate each grouted cell with mechanical vibrator immediately after grout placement.
ca and 48 inches for 11/8 inch thick. Glue all floor sheathing with structural adhesive,3M-5200 or 2100 00-FIRE SUPPRESSION
m 2. Bars: Deformed steel bars of sizes indicated conformingto ASTM A615,grade 60,clean and free Reconsolidate by mechanical vibration after initial water loss and settlement has occurred.
Y approved equivalent,at all supports. A. Fire protection piping and components to comply with national,state and local codes throughout.
0 of loose rust or other condition that reduces bond. Rebar for welding per ASTM A706. d. High lift grouting not permitted except as approved by Engineer of Record (EOR). Submit detailed -.-
0 to EOR far approval of high lift grouting requests. 4. Unless otherwise specified by the panel manufacturer,provide a minimum gap of 1/8 inch B. Provide a complete wet fire sprinkler system (dry system at nonconditioned spaces),as indicated,for
C/) 3. Lapped bar splice length minimums(unless noted otherwise):55 diameters at straight splices,40 plansbetween all sheathing panels. occupancy in accordance with NFPA 13 and local fire marshal's requirements.Submit copy of permit
O diameters at corners. e. Grout solid all cells containing anchors or rebar,or where drilled-in anchors are indicated.Grout - • --
a. 5. Provide nominal 2x blocking at panel edges at all sheathing,shear walls,and gable end trusses drawings with head locations to Architect for review.
4. Frame openings with at least 2 bars at sides,above and below and extending2' 6"beyond edges all cells with reinforcement. Grout bond beams simultaneously with lift below.
Y g unless noted otherwise.
co of openings. Request special instructions for special conditions. f. Maintain grout spaces clean and clear until grouting. Fully grout intended spaces.Stop vertical C. Provide freeze protection for piping in areas exterior of building insulation envelope.
1= D grout pours 1/2"below the top of the topmost unit. D. SHOP FABRICATED STRUCTURAL WOOD D
co- 5. Provide corner bars same size and spacings as horizontal. Bend reinforcing cold. Do not weld. 1. Structural composite lumber to comply with ASTM D5456. -
co g. Rodding is not an acceptable means of grout consolidation. 23 00 00-HEATING.VENTILATING,AND AIR CONDITIONING
Ln F. CONCRETE ACCESSORIES AND CEMENTICIOUS PRODUCTS.
o 2. TJI,2.0E Parallam, 1.9E Microllam and Timberstrand to be as manufactured by ilevel,a
1.0 11. Cleanouts A. Conform to all applicable codes, laws and ordinances. Brace ducts per ANSI/SMACNA Seismic Support
1. Provide anchor bolts cast into concrete conforming to ASTM A307,minimum,or other as Weyerhaeuser business,with International Code Council (ICC) research approval. Manuals.
Q indicated. Provide hoop ties,thrust plates or other accessories as indicated or required. a. At grout pours exceeding 5 feet in height,provide cleanouts at every vertical bar and at 32"on
3. Joists to be complete with bearing shoes,blocking,web stiffeners and bridging as required. B. Comply with current state building code for required outside air ventilation design criteria.
`-� 2. Non-shrink grout to conform to ASTM A-1107,5000 psi at 28 days. Install under base plates after center maximum spacing for solid grouted masonry. p Y g q g
N 4. Additional blocking as required for uplift shall be provided by manufacturer. C. Vent all exhaust fans to exterior with appropriate weather ro
column is erected. b. Construct cleanouts with an opening of sufficient size to permit removal of debris,with aweatherproof hoods.
1.5 5. Equivalent products of other manufacturers not permitted except by substitution request. Submit
•2 3. Tilt-up panel pick-up attachments design by others. Design shall be by Engineer licensed in the minimum opening dimension of 3 inches. D. Provide independant ventilation/exhaust fan and ductwork for elevator machine rooms, as
` c. Cleanouts shall be adequately sealed after inspection and before groutingto resistgrout pressure. substitution request according to Division 01 General Requirements not less than seven(7)days prior applicable. PROJECT NUMBER: 150538
n state of the project. q Y p to bidding.
o G. FORMING CONCRETE 12. Mortar:Discard unused mortar after 2 1/2 hours of initial mixing. E. Submit intended location of exterior HVAC condensers,wall louvers, and vents to Architect for DATE: 04-18-2016
6. All wood trusses shall comply with IBC Section 2303.4,except as otherwise noted. Trusses shall
1. Form to provide plumb,level, and square shapes unless noted otherwise.Form to sizes,locations, 13. Hot and cold weather construction requirements per ACI 530.1/ASCE 6/TMS 602 specifications not exceed a total load deflection of L/360. review. CPERMIT SET
Q- and grades shown on drawings. Provide chamfer or fillet inserts at all edges above slab line. shall apply. F. Mount thermostats and other control devices between 15 and 48 inches above floor line at areas
2 7. Truss manufacturer shall furnish complete engineering and shop drawings with a registered free of obstructions,48 inch maximum height at obstructions up to 20 inches deep,44 inch
0 2. Ensure that reinforcement is protected by2"of concrete cover at formed surfaces and 3"at earth. 14. Temporary bracing of masonry walls is the responsibility of the Contractor.
professional engineer's seal in the state where the project is being constructed. Show clearly all
'cl") Center slab reinforcingbyconcrete dobies. 15. Moistureprotection:Unless indicated otherwise, seal abovegrade unpainted exterior masonrymaximum height at obstructions up to 25 inches deep. Do not install over obstructions greater than SHEET TITLE:
p bracing for truss compressive members and required connections.All connection plates shall develop
with water repellant sealer. Seal masonrybelowgrade or exposed25 inches deep.
3. Place construction and contraction joints as indicated on drawings. p to soil with two coats waterproof the full stress of the wood members.
O G. Provide Oregon Non-residential Energy Code Calculations on applicable form sheets.
P. H. PLACING &CURING CONCRETE. emulsion. Apply per manufacturer's printed instructions. 8. Shop drawings shall be provided with the shipment of trusses delivered to the job site and shall
a)
1. Place concrete in conformance to ACI 318 and IBC Section 1903,within temperature range not 16. Fill all non-grouted CMU or HBU cells with loose granular insulation. include,at a minimum,the information specified in IBC Section 2303.4.
D below 50 degrees F and not above 85 degrees F at time ofpour.In freezingweather, provide suitable 17.Miscellaneous anchors and inserts:Install anchors,flashings,and other embedded items as the 26 00 00 ELECTRICAL CONSTRUCTION REQS
g g 9. Metal-plate-connected wood trusses shall be manufactured and designed as required by ANSI/TPI
U means to maintain the concrete at a temperature not lower than 50 degrees F for three days. work progresses. 1(latest edition). A. Electrical lighting and device plans are diagrammatic with intent to show only point of use equipment
B 2. Place construction joints when pour is interrupted,as required byACI 318. 10. Each manufacturer of trusses usingmetal plate connectors shall retain an approved agency to and control requirements.System design by others. Coordinate installation of telephone,signal, B
p q pp g y computer,control and other similar wiring with Owner.
3. Locate contraction joints in reinforced slabs every 20'-0" (max)each direction. For unreinforced 06 00 00-WOOD, PLASTICS,AND COMPOSITES make unscheduled inspections of all truss manufacturing and delivery operations.
< slabs,contraction joints shall be spaced at 36 times slab thickness(maximum). Fill joints with sealant A. WOOD FRAMING 11. The truss manufacturer shall submit certificates from an independent testing company that all B. Install in accordance with current Oregon Electrical Specialty Code and requirements of electrical
m utility. SHEET NUMBER:
v; (unless noted otherwise). 1. Wood framing shall comply with IBC Section 2304. trusses delivered to the job site conform to approved shop drawings. Cost of all test certificates shall
N be borne bythe truss manufacturer. C. Electrical materials and equipment to be U.L.approved and installed by licensed electrician.
r� 4. Construction and contraction joint sealant:At areas exposed to truck or forklift traffic,fill with
2. All structural wood columns and beams to be Douglas Fir/Larch(DF/L)#1 unless noted otherwise.
D. Design and provide service and distribution system to equipment indicated on electrical schematic
o Sure Fil J52 or equivalent(Shore A Hardness 80 minimum). All other areas fill with Stkaflex-1c SL(or All joists, purlins,and girts to be DF/L#2 and better unless noted otherwise.All blocking and E. GLUE LAMINATED BEAMS
TO; approved equivalent), non-structural framing to be construction grade and better. plan and to mechanical contractor's heating,ventilating and air conditioning system.Submit intendedA.00 3
(NI
location of exterior panels to Architect for review. Panels will not be allowed on the 2 most
co 5. Wood float and steel trowel all interior slabs monolithically,free of depressions or projections.
• A Surface tolerance shall be±1/4" in 10 feet. prominent building elevations. A
7 1 I I I I I I I 1 1 I 1 I
1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 15 1 16 1 17 1 18 1 19
1 12 13 14 15 16 17 1 8 1- 9 110 111 112 113 114 115 116 17 118 119 - 04-18-2016 150538 A-101
•
KEYED NOTES DRAWN BY: NV
CHECKED BY: DC
r-02.18
02.01 REMOVE &SALVAGE RELITE FOR RELOCATION TAX MAP&LOT:
rt� 02.02 DEMO DOOR 2S102DA00401
Il I I 02.03 DEMO PORTION OF WALL AS REQ'D FOR RELOCATED
I I J p Q I WINDOW
-.� I� H I 02.04 DEMO PORTION OF LOAD-BEARING WALL AS REQ'D FOR 0' 3"
II NEW OPENING TO ACCOMMODATE NEW LOCKERS I ILine is 3 inches at full scale
02.05 DEMO LOCKERS. DEMO OPENING TO CEILING HEIGHT
02.05 0� 02.g4 o � 02.01 � � (if not 3 inches then scale accordingly)
I I 1 02.06 DEMO PORTION OF WALL AS REQ'D FOR NEW 3/0 x 7/0
6o w --�' OPENING
R-- I I ( L._p I > .---T1 I I' 02.10 REMOVE &SALVAGE LIGHT FIXTUREPREPARED FOR:
II \ H-H /' H 1 /' II
02.11 DEMO LIGHT FIXTURE
II
N II I I III 02.13 REMOVE WALL. EXSTG WALL ASSUMED TO NOT BE N
II \\ -I--1 // II I /� II I I
I\....._0 I I I I I I I 02.13 LOAD-BEARING.VERIFY IN FIELD. CONTACT AOR TIGARD POLICE DEPARTMENT
11 ti 1 --- --� i --ai i \ L---� I r __ 111------11
- ----� - IMMEDIATELY IF OTHERWISE. 13125 SW Hall Blvd., Tigard,
t 41-- 02.15 RELOCATE SPRINKLER AS REQ'D OR 97223
2.02 02.03 02.02 2.-9 1/2" 3'-0" 02.02 02.01 02.16 REMOVE (E) CEILING GRID
02.06
02.17 DEMO LAY IN ACOUSTIC CEILING
02.18 REMOVE & SALVAGE UPPER& LOWER CABINETS &
COUNTERTOP FOR REINSTALLATION @ NEW PROCESSING
ROOM
M - 03.01 18"SQ x 12"DEEP CONC FTG W/(2)#4 RESTL EACH WAY 3" M
1
I CLR @ BTM
fl 174 11 I I 03.02 2'-3"SQ x 12"DEEP CONC FTG W/(3)#4 RESTL EACH WAY 3"
OFFICE
CLR @ BTM
1 FPLAN - DEMOLITION 5 OFFICE PLAN - DEMOLITION 06.01 OF BEDBL AM. x6FAPOSTEN W/10d x81FROM1/2" , ILS FA CE OF POST TO EDGE
1/4 1 -0 1/4" 1 -0
10' 2" 8'-0" 9' 6" 8' 6" 3' 0" 5'-2" 06.02 3 1/8"x 9"GLULAM BEAM ABOVE CEILING.
/ 1L f / f f 06.03 NEW DBL 2x6 POST W/SIMPSON ST2215 EA SIDE W/10d x 1
NO WORK THIS NO WORK THIS 1/2" NAILS
t - SIDE OF WALL SIDE OF WALL 3.02 06.04 5 1/8"x 13 1/2"GLULAM BEAM ABOVE CEILING
0 03.01 - r 06.05 (N)SOFFIT, FLUSH W/(E) CL'G GRID
NI 06.06 FRAME ROUGH OPENING TO ACCOMMODATE (N) LOCKERS.
;�- I ® ® f i
L - J 2'-0" I I � 1 � OPENING WIDTH PER PLANS, VERIFY HEIGHT W/OWNER
/ / L - �`- 06.08 DOUBLE KING STUD
10.02 +_.
09.03 08.03 (N) HM DOOR& FRAME W/PANIC HARDWARE,THUMB PULL&
PROPERTY 08.03Ali VISION LITE. MATCH EXIST'G FINISHES
CLERKLi,o‘ 9.01 w PROCESSING INTER 08.04 RELOCATED RELITE OFFICE REMODEL &
--� 08.05 (E) DOOR. PROVIDE NEW 24"x 30"TEMPERED SGL PANE LITE
K -10.01 I OPEN OFFICE KIT K
U 12.01.--
_
2.01 9.07 9,03 _ LI- 20 08.06 (N)DUTCH DOOR& HM FRAME W/DOUBLE LOCKSET
SMOKE BARRIER
-
o 0--09.08 iY 08.07 (N) 3'x3' HM RELITE W/SAFETY GLAZING. HEAD HEIGHT TO
U w r-09.07-71 1 °' > 9.07 MATCH DOOR
�-09.0709.01 \e_ 09.0 09.01 INFILL/EXTEND WALL. MATCH EXSTG CONS & FINISH.
/ 03.01 - 09.01 1 -0 I
/r 09.02 DROPPED ACOUSTIC CEILING THROUGHOUT, PATCH OR
�'� _IT; : I-- i i_ I 1�- 1___: S V..1
____J REPLACE TO ALIGN W/ADJACENT ROOM
09.03 NEW NON-LOAD BEARING PARTITION FROM FLOOR TO CLG.
L - J 08.05 362S137-33 @ 24"OC W/SOUND ATTENUATION BATT
1 8.06 18.04 •8.04 19.01
- 09.03 INSULATION. TIGARD POLICE
3'-9" 2'-0" 4'-1" . 2'-10" 9'-3" 3'-0" 2'-9' 3'-0 5-2 �-
,? / / / / / / / . 1 / / _. - 09.04 PROVIDE NEW GWB CEILING (PAINTED). INSTALL 5/8" GWB
`i, �, 27'-8" / 08.07 03.02 71 1 EXSTG CLG.37-33 MTL JOISTS @ 24" OC. MATCH HEIGHT AT DEPARTMENT
08,03 - I /
- � I 29._3�� / 09.06 PARTIAL HEIGHT WALL TO 54"AFF 13125 SW Hall Blvd., Tigard, OR
t -_ ____.._ _._ _ .F-I_____ _-._._-__ . -_ I ® I X VERIFY 09.07 NEW CARPET&BASE THROUGHOUT THIS ROOM a d , ga ,
- p f -� I _.- __ ___._.�_ �-" I I 09.08 PATCH CARPET THIS AREA. MATCH EXSTG IF POSSIBLE. 97223
NO WORK THIS SIDE OF WALL SUBMIT OPTIONS OTHERWISE.
2 OFFICE PLAN - NEW 6 OFFICE PLAN - NEW 10.01 THRU WW
ALL LOCKERS, OWNER FURNISHED OWNER
H 1/4"= 1'-0" 1/4" = 1' 0" INSTALLED.VERIFY REQD CLEAR WIDTH W/OWNER. H
10.02 CONFIRM ADEQUATE DISTANCE FOR LOCKER DOOR SWING
12.01 REINSTALL SALVAGED CABINETS & COUNTERTOP. MODIFY
OD I AS REQ'D TO PROVIDE REQ'D CLEARANCES @ LOCKERS ��''C./�1
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21.01 RELOCATE/ADD FIRE SPRINKLER HEADS AS REQ'D o
23.01 HVAC GRILLES AS REQD. FINAL HVAC DESIGN BY OTHERS. N t ' ag
26.02 RELOCATE/REPLACE LIGHT FIXTURE AS REQ'D
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I I I 26.03 (N) ILLUMINATED EXIT SIGN W/BATTERY BACK-UP w' >
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I // I PER OWNER
ALL WALLS TO BE FINISHED SMOOTH & PAINTED AFFECTED
/ I 02.11 i , / @
- - ; I / L--� L ® -1-r - '-- AREAS.SPEC PER OWNER
1 // I I II • REPLACE 2x2 ACOUSTIDAMAGED OR KERRY W. VANDERZANDEN
c00 o F - ;LI -4.
/ /r1 I 2.05 02.04 II -'.2.: II AS REQ'D. MATCH EXISTING STYLE & FINISH F
I- 02.10 __ _ _ • SUSPENDED GRID TO BE HEAVY DUTY SYSTEM TO MATCH -
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I --'1-� - - F- 'I� - � -- EXISTING FOR APPEARANCE
ARCHITECT, P.C.
--__-I �- \ \ \ I �/ 02.1•
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/� 13981 N. MAIN STREET
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, BANKS, OREGON 97106
DOORS (503) 319-7666/ (503) 324-0883 FAX
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4
1 • HARDWARE TO BE LEVER OPERATED,ALWAYS OPERABLE FROM
e‘ IEGRESS SIDE. LOCK FUNCTION AND KEYING AS SELECTED BY
- r I I OWNER E REVISIONS:
°' I I I I I I I I • PROVIDE SMOKE SEAL @ DOORS IN SMOKE BARRIER. PROVIDE No. Date Description
.L
OFFICE CEILING PLAN - DEMOLITION OFFICE CEILING PLAN - DEMOLITION
SOUNDS SEALS @ALL OTHER NEW DOORS
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3 7
(0 10'-7" 7'-7" 9'-6" 11,-6„ 5'-2" SERVICES
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�� • ADD OR RELOCATE (E)ALARM NOTIFICATION APPLIANCES AS
°' 6.08 -� REQ'D BY APPLICABLE CODES. PERMIT BY CONTRACTOR
I- D 6.01 06.08 26.03 • ADD OR RELOCATE SPRINKLER HEADS AS REQ'D BY CURRENT r'
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N • (E) CL'G (N) CL'G •
BLDG CODE. PERMIT BY CONTRACTOR.
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F 'ns °'- • ALL HVAC &THERMAL CONTROLS BY OTHERS. CONTRACTOR
•Q ; _r :• ;�: Y� 3.0 06.02 C.H. -0 C.H. -0 06.03 _.
CONSTRUCTION. W/OWNER& HVAC CONTRACTOR DURING
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X I _ '� TO COORDINATE NTRA
- .,�;`::•.-:.:=0,:-'-.••, :.;•;:;j, . - AIL
PROVIDE INDEPENDENT LIGHT SWITCHING FOR EACH ROOM
• CONTRACTOR TO PROVIDE ELECTRICAL PERMIT
° 1 I • RELOCATION OF SECURITY CAMERA SYSTEM BY OWNER.
Lr PROJECT NUMBER: 150538
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04-18-2016
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.i:: -; 26. 4 4.',I ;:::, � MINI\ C DATE:
1,. • r•',,)^ ,^._: A-102 19.02-
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_ 21.01 GENERAL NOTES
:1 ,Z15 ,:' - 23.01'-t.v.„..,„ ...., , , "� >';`a- ,C H. 9'-0"VIE I w
-i. , ,• - •�, fir. - '��-•� 06i� 06.0 C.H. 10'-0"VIF > SHEET TITLE:
26.02
ALL DIMENSIONS TO EXSTG COMPONENTS ARE
L __..,. ___,M . -.. it_��j J _ • BEFORE ORDERING DOORS AND FRAMES, CONFIRM SECURITY
a, FEATURES AND LOCKING DEVICES WITH OWNER.
g 06.08 $6.04 C.H. 9'-0" (VIF) X C.H. 9'-0" (VIF)
__ _ �__ , _ .� OFFICE REMODEL
�.H. 10' 0"VIF I _ I • B
r` 66.03 I I
SHEET NUMBER:
�r - _ �. 3 .�_ I•.08 18' 10" 10' S„
1----i----7--I n 26.03 i • VERIFY VERIFY
N OFFICE CEILING PLAN - NEW OFFICE CEILING PLAN - NEW
1/4" = 1'-0" 1/4"= 1'-0"
f A A
-1 1 12 I3 14 15 16 17 I8 I9 110 In 112 113 114 I15 116 117 118 119 (�
1 12 13 14 15 16 17 1 8 19 110 111 112 113 114 115 116 17 118 119 04-18-2016 150538 A-102
LEGEND DRAWN BY: NV
[ . CHECKED BY: DC
08
.01
.7-77-----/-7 �� 14-1I1
-......_-. . _ 6 r. . _�f / r— s_ ` - - s_ - -' - s_ - - - s_ - '- - s .L - - 5- -0- - s' - - - s- -' - - 5- - - - s-� — -s- - - -s— (E) FULL HEIGHTCMU WALL. PROTECT ALL TA2S102DA00401
-.G-- ' '� f OPEN'GS& PENETRATIONS IN ACCORDANCE W/
PROVIDE NOMINAL 2x BLOCKING AT r 1 ^` i SMOKE BARRIER CONSTRUCTION FOR FULL HT
I ALL GAPS IN (E) TOP PLATE & (E) / V y'
BLOCKING @ EITHER SIDE OF WALL ►/ ►/ 1---
7 OF WALL FROM FLOOR SLAB TO UNDERSIDE OF 0'-3"
9 / (2)#5 BARS IN BOND �I -.)
I ROOF SHT'G ›'
`'*., ►/ e o ►/ BEAM AT TOP
08.02\\ -1-- ---: 1 line is 3 inches at full scale
WI (if not 3 inches then scale accordingly)
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(E) 2x HEADER& BLOCKING '
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I
PREPARED FOR:
v ►/ ►/ IGENERAL NOTES
N 's (E)SALLY PORT I N
— i X OPEN TO STRUCTURE I c-a- I
1 X �_ `f A. UPGRADE(E) FIRE DAMPERS AT(N)SMOKE BARRIER TO TIGARD POLICE DEPARTMENT
X I 1 FIRE/SMOKE DAMPERS.CONNECT TO BLDG SMOKE DETECTION 13125 SW Hall Blvd.,Tigard,
(E) ROOF TRUSSES �/ ►� 1 SYSTEM AS REQD BY CODE FOR SMOKE BARRIER PENETRATIONS.
AT ALL THROUGH WALL PENETRATIONS / •►'1 WHERE REQD, INFILL CMU BLOCK WALL I r-- (E) HALLWAY OR 97223
1 1 FROM TOP OF(E)WALL TO UNDERSIDE OF
PROVIDE APPROVED FIRESTOP SYSTEM IN ►/ ►4 - 5, - - -9"D
1t �,
LAY-INIC
ACCORDANCE W/UL 1479 FOR AIR LEAKAGE. ' / , (E) ROOF SHEATHING. W I+ �M ACOUSTIC CLG
• L-RATING AT 0.30" (7.47 Pa)OF WATER IN ►1 REINFORCING: `Ii f I
M AMBIENT& ELEVATED TEMPERATURE / o • HORIZ:(1)#5 @ 4'OC (25" LAPS) &6" `I Eco)! / 09.05 o I
—
TESTS SHALL NOT EXCEED 5.0 CFM/SF OF 1 Zo w EMBED @ EXSTG WALL I / 0 I M
OPENING or LEAKAGE OF 50 CFM FOR V > • VERT: (1)#5 @ 4'OC(25" LAPS) &6" 1 f '' KEYED NOTES
100SF OF WALL AREA ►/ EMBED @EXSTG WALL T
• F-RATING=1 HOUR,MIN 1 _ S 'F I
►/ I I 04.01 EXTEND CMU WALL TO UNDERSIDE OF STRUCTURE, GROUT
1 II SOLID. SEE WALL SECTION FOR ADDITONAL INFORMATION
I
I 08.01 DOOR REQUIRED TO BE 20 MIN RATED W/SMOKE SEAL&
I CLOSER. CONFIRM EXISTING,ADD OR REPLACE AS REQ'D.
j>
l'' 4 I GLAZING WITHIN DOOR REQ'D TO BE 20 MIN RATED.!' 1 >- I I CONFIRM EXISTING, REPLACE AS REQ'D �
i
L` j 08.02 (E)ACCESS HATCH ABOVE, CONFIRM 20 MIN RATING &
o i I PROVIDE SMOKE SEAL
SECONDARY BARRIER ABOVE T-BAR V - o 09.05 EXSTG GWB CEILING THROUGHOUT. CUT AS REQUIRED TO
EXISTS AT SOME LOCATIONS. / 00 ' I COMPLETE WORK. PATCH TO MATCH EXISTING & PAINT
REMOVE AS REQD FOR ACCESS TO ►/ ►/ I -��� I CEILING THROUGHOUT AFFECTED ROOM. (E) LOW VOLTAGE
WORK. DO NOT PATCH OR REPLACE. I CABLING IS LAID DIRECTLY ON TOP OF GYP BD.TAKE
NOT REQD FOR CODE COMPLIANCE ' ' I o NECESSARY PRECAUTIONS TO DETERMINE LOCATION OF OFFICE REMODEL &
UNDER CURRENT CODE. / / I 08.01 08.01 I CABLING AND ENSURE IT IS PROTECTED FROM DAMAGE
' THROUGHOUT THE PROJECT.
K f .i /-1N. _r - -S- - - --^5- - —S- - —5- -I —5- - —S- - - -S- - - -S- - - -S- - - -S- - - -S- 1 I K
— SMOKE BARRIER
► >< / (E) HALLWAY
e / LAY-IN ACOUSTIC CLG
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64 X
JatCEILING CORRIDOR ►
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- TIGARD POLICE
(E) SUSPENDED GYP BD CLG ON V
ROOMSAINRM 20 MI
N AREA x SMOKE BARRIER PLAN HATDEPARTMENT
x 1/4"= 1.-0" 13125 SW Hall Blvd., Tigard, OR
(E) CMU WALL CONSTRUCTION X
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I I 13981 N. MAIN STREET
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I (503) 319-7666/ (503) 324-0883 FAX
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cC E ` / I E REVISIONS:
I I EXSTG CLG No. Date Description
EXSTG CLG SYSTEM TO PATCH/EXTEND EXSTGCLG SYSTEMr. AS REQD
C° ►4 REMAIN. PATCH AS REQD
r ` I
AT AREA OF WORK. `
` I I
REMOVE WALL—0.-1
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' I PER PLAN
Q, ►�,t 4 m 20 GA MTL FRMG
1-° ►4 ►4 @ 16 OC p
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TT `: PROJECT NUMBER: 150538
a.
2 SMOKE BARRIER WALL SECTION ,41- _. ,c DATE: 04-18-2016
PORTION OF EXSTG WALL 1I I PERMIT SET
CI.
2 TO BE REMOVED FOR NEW z
o LOCKER LOCATION i i Q
c CL SHEET TITLE:
O I I a.CC
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BEAM DETAIL @ LOCKERS s BARRIER/DETAILS
1 1/2" = 1'-0"
2
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SHEET NUMBER:
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