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' 1) SYSTEM TO BE IN COMPLIANCE WITH CHAPTER 11 (REFRIGERATION) OF 2014 OREGON Z "m N z
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OWNER
CODE SUMMARY:
QCD-Quality Custom Distribution
7319 SW Kable Lane
BUILDING CODE SUMMARY:
Tigard, Oregon 97224
CODE SECTION REQUIREMENT: COMPLIANCE:
Phone: (602) 265-4331
100 Building Code: 2014 OSSC (Oregon Structural Specialty Code) ,
Contact: Bradley Hartel PROJECT NAME
Based on the 2012 IBC (International Building Code) 25 13 E-Mail: bhartel@qualitycustomdistribution.com QCD
100 Fire Code: 2014 OFC (Oregon Fire Code),
Based on the 2012 International fire code 34-0"
302 Occupancy Group: S-2: Low-hazard Storage-PRIMARY USE ENGINEER 2015 BUILDING
B: Business Group (Office)-SECONDARY USE I IMPROVEMENTS
507 Building area limitations With four 60 foot sideyards and automatic sprinkler system the G VLM K En Inee'�rin + Desi n
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' Portland, Oregon 97239
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Phone: (503) 222-4453 7319 SW KABLE LANE
901 Fire Sprinklers: Yes
Contact: Brad DeMeyer, Jason Sahlin TIGARD, OREGON
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CANNING AND ZONING SUMMARY: ,
jasons@vlmk.com
Jurisdiction: City of Tigard, Oregon
CONTRACTOR
Land Use Zone: I-L (Light Industrial)
Legal Description: -- �
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Street Address and Cross Streets: 7319 Southwest Kable Lane (E) PERMIT INTAKE 4-17-2015�_____,
Building Area: 97,500 S.F. FREEZER (E) COOLER SIERRA Construction Co. NW, Inc.
Overlay zone: N/A
I (E) OPEN WAREHOUSE (S-2)
Wetlands N/A 1700 SE 11th Ave., Suite 120 REVISIONS
Floodplain: N/A i
Portland, Oregon 97214 ® DATE DESCRIPTION
(481-01) I CO Phone: (503) 285-4310
NOTE: CHANGE OF OCCUPANCY IN OPEN WAREHOUSE (S-2) TO BECOME �
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CY W i I I I i (E) OFFICE 'B'
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(108 0 ) City of Tigard
INSTALL PER THE LEGEND BELOW. _______________________ _�
—'—"�—'— EGRESS PATH. PROVIDE MEANS OF EGRESS ILLUMINATION IN ACCORDANCE WITH IBC SECTION 1006.
L-� I J 13125 SW Hall Blvd.
SEE ELECTRICAL PLAN (BY OTHERS) i i i i i i I i Tigard, Oregon 97223
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GENERAL SPECIFICATIONS DIVISION 3 - CONCRETE E.2. Doweled Joints-Wet sawn joints with dowel baskets: B.10. Headed steel stud connectors: VLMK
QUALITY CUSTOM DISTRIBUTION E.2.a. Provide wire suspension type basket for poured in place dowel baskets. B.10.a. Shall be Nelson Granular flux-filled headed studs or prior approved equal and be made from
E.2.b. Dowels to be saw cut from hot rolled steel bar r ASTM A36 to within 3/16 inch of specified C-1015 cold rolled carbon steel and shalt conform to ASTM A108, Grades 1015-1020 with a ENGINEERING + DESIGN
7319 SW KABLE LANE, TIGARD, OREGON A. GENERAL length. � � minimum tensile strength of 60,000 psi.
A.1. All work n comply with ACI codes and standards. B.10.b. Studs to be automatically end welded with a stud welding un. Alternate welding procedures 3933 SW Kell Avenue
E.2.c. Side frame supports fabricated from 1/4 inch diameter cold drawn wire per ASTM A108 grade Y 9 9 9 P Y
DIVISION 1 - GENERAL A.2. Inspections/testing: 1010- 1020. may be used only with prior written approval from the Engineer. Stud Welding, Inspection and Portland, Oregon 97239
A.2.a. Owner will provide a part-time concrete inspector and will conduct laboratory tests as requiredTesting shall conform to AWS D1.1.
E.2.d. Lightly grease full length of dowels. 503.222.4453
A. These specifications are general in nature and are intended to set minimum standards for construction and to verify compliance with the project Specifications. Contractor shall be solely responsible for C. POST INSTALLED ANCHOR BOLTS
materials. Quality of materials and details of installation shall, at a minimum, comply with established industry compliance with the Specifications. E.2.e. Assemblies should be manufactured so that they stack on top of each other for transportation VLMK.COM
and product manufacturer's standards. Higher standards,where stated in theses specifications, in submitted and remain stable under concrete placement. ADHESIVE ANCHORS: RECOMMENDED
P 9 P A.2.b. Contractor shall be responsible for any extra concrete sampling or testing such as field cured
literature,or on Drawings shall govern. Workmanship shall be maintained at good quality by the General cylinders for determining strength for lifting panels,etc. E.21End round dowel cannot be placed closer than 12 inches to the joint intersection. MATERIAL PRODUCT INSTALL TEMP(°F) REPORT#
Contractor. A.3. Tolerances: E.2.g. Approved Products: Round Dowel Basket assembly as manufactured by PNA Construction Concrete Simpson SET-XP Epoxy Adhesive Anchor 50- 110 ICC ESR-2508
B. Design criteria: A.3.a. Floors: Technologies, Inc. (800)542-021. Concrete Simpson AT-XP Adhesive Anchor 14-68+(100 MAX) IAPMO ER-263
B.1. Floor Live Loads(per IBC 1603.1.1) A.3.a.1. Local Flatness/Levelness: Except as set forth in Paragraph A.3.a.5. below,the entire E.3. Doweled Joints-Cold joint with loose dowels: Concrete Hilti HIT-RE 500-SD Adhesive Anchor 41 - 104 ICC ESR-2322
2nd Floor N/A slab shall conform to the following minimum F-number requirements: E.3.a. Take precautions to maintain square alignment both horizontal and vertical. Concrete Hilti HIT-HY 200 Adhesive Anchor 14-86+ (104 MAX) ICC ESR-3187
Mezzanine N/A A.3.a.2. Specified Overall Values: OAFF=40/OAFL=30 E.3.b. All dowel material to be saw cut or ground smooth to maintain cross-section at ends. Concrete Powers Pure 110+ Epoxy Anchor 50- 104 ICC ESR-3298
B.2. Roof Snow Load (per IBC 1603.1.3) A.3.a.3. Minimum Local Values: MLFF=20/MLFL= 15 E.3.c. Lightly grease full length of dowel. Concrete Powers AC100+Gold Adhesive Anchor 14-86+(104 MAX) ICC ESR-2582
Flat-Roof Snow Load (Pf) 25 psf A.3.a.4. General conformity to design grade: Except as set forth in Paragraph 3 below,the F. EPDXY FILLED CONTROL JOINTS Masonry Simpson SET-XP Adhesive Anchor 50- 110 IAPMO ER-265
Snow Exposure Factor (Ce) 1.0 entire random traffic floor shall fall within plus or minus 1/2 inches of its specified F.1. Fill all sawn floor slab control joints with epoxy-or at locations indicated in plans. Masonry Simpson AT-XP Adhesive Anchor 14-68+ (104 MAX) IAPMO ER-281
Snow Load Importance Factor (Is) 1.0 elevation. F.2. Approved Products: Masonry Hilti HIT-HY 70 Adhesive Anchor 23-68+ (104 MAX) ICC ESR-2682
Thermal Factor (Ct) 1.0 A.3.a.5. Exceptions: Both the overall and a minimum local FL levelness tolerances set forth F.2.a. New Slabs: EXPANSION ANCHORS:
above shall not apply to any slab that is to be inclined or cambered. Similarly no FL
6.3. Wind Load (per IBC 1603.1.4) levelness tolerances will be applied to any unshored elevated construction. F.2.a.1. EUCO 700, Euclid Chemical Co. MATERIAL PRODUCT REPORT#
Ultimate Design Wind Speed (Vult) 120 mph A.3.a.6. Testing: All floor flatness, levelness, and grade conformity tests shall be made at the F.2.a.2. EDGE-PRO XL, Metzger McGuire Concrete Simpson Strong-Bolt 2 Wedge Anchor ICC ESR-3037
Nominal Design Wind Speed (Vasd) 93 mph Owner's expense on each newly installed slab within 16 hours after completion of the F.2.b. Existing Slabs: Concrete Hilti Kwik Bolt TZ Anchor ICC ESR-1917
Risk Category II final troweling operation. FF and FL tests shall be conducted in accordance with F.2.b.1. MM-80, Metzger McGuire Concrete Powers Power-Stud+SD2 Anchor ICC ESR-2502
Wind Exposure B
ASTM E1155-87. Grade conformity tests shall be made using either an optical or F.3. Installation Instructions: Masonry Simpson Wedge-All Anchor ICC ESR-1396
laser level. Results of all floor tolerance tests, including a formal notice of acceptance
Internal Pressure Coefficient (GCpi) ±0.18 or rejection of the work shall be provided to the contractor within 24 hours after data F.3.a. Delay installation of epoxy joint filler material as long as practicable(minimum of 90 days Masonry Hilti Kwik Bolt 3 Anchor ICC ESR-1385
6.4. Earthquake Design Data(per IBC 1603.1.5)
collection. following slab pour). Do not install epoxy joint filler until authorized to do so by the Engineer. Masonry Powers Power-Stud+SDI Anchor ICC ESR-2966
Seismic Importance Factor (le) 1.0 A.3.a.7. Remedy for Out-of-Tolerance Work: The entire slab shall be subdivided into Minimum F.3.b. Prior to filling joints, remove temporary backer rod, dean joint interior surfaces by re-sawing SCREW ANCHORS:
Local Floor Sections bounded either by the column and hall-column lines, or the with dry blade;and blowing out all loose debris with compressed air,augmented by mechanical
Risk Category 11 scraping as necessary to remove stubborn particulates. MATERIAL PRODUCT REPORT#
construction and control joints,whichever subdivision yields the smaller areas. All
Mapped Spectral Response Accelerations Ss=96.8% S1 =42.0% minimum local floor sections measuring at or above both the MLFF and MLFL number F.3.c. Do not fill joint with silica sand to seal off joint base unless specifically authorized by Engineer. Concrete Simpson Titen HD Screw Anchor ICC ESR-2713
Site Class D shall be accepted for F-number compliance as constructed.All minimum local floor F.3.d. Mix epoxy in quantities that can be used while remaining pourable. Concrete Hilti Kwik HUS-EZ Screw Anchor ICC ESR-3027
Design Spectral Response Coefficients Sds=71.8% Sd1 =44.2% sections that fail to meet or exceed both specified minimum local F-numbers shall be F.3.e. Install epoxy in dean joints(do not partially filI joint with sand or other fillers)to level near top of Masonry Simpson Titen HD Screw Anchor ICC ESR-1056
removed and replaced. No remedies for defective minimum local floor sections other
Seismic Design Category D than removal and replacement of slabs will be permitted unless otherwise agreed to slab. Allow to sag into joint. Masonry Hilti Kwik HUS-EZ Screw Anchor ICC ESR-3027
C. CODES AND STANDARDS by Owner/Engineer. F.3.f. Epoxy installation shall be completed in two separate passes with the first pass filling the joint to C.1. Other anchors are acceptable only with prior written approval of Engineer. Install all anchors per
C.1. International Building Code: 2012 Edition as amended by the State of Oregon(2014 Oregon Structural B. FORMWORK AND SHORING within one half inch of the floor surface. After a minimum of sixty minutes the second pass is manufacturer's instructions. Provide minimum embedment and spacing unless noted otherwise on
Specialty Code). B.1. Contractor shall be solely responsible for providing the necessary formwork and shoring suitable for the installed, overfilling the joint to obtain a positive crown appearance. Drawings. Special inspection of anchor installation is required unless specifically noted otherwise on
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C.2. Contractor to comply with all state and local codes, ordinances and standards. conditions involved and compatible with the finished appearances. F. D. WELDING
C.3. Wherever codes,ordinances, standards, etc., are referred to in this Specification, it shall be assumed to B.2. Ground Forms: To the extent practical all isolated footings should be ground formed or partially ground G. CONCRETE CURING AND SEALER PROJECT NAME
be the latest edition unless otherwise specifically identified. formed. Clean all ground formed footings of loose debris and use caution during concrete placing to G.1. Preparation: All forms and excavations to be moistened before placing concrete. D.1. All welds to be made by certified welders to AWS standards with E70XX electrodes. Contractor shall n C D
avoid cave-ins. pay special attention to the means and methods of construction they anticipate employing on the t+(
D. OPTIONS AND ALTERNATE MATERIALS G.2. Curing Compounds and Liquid Hardeners: project. Some welds shown as shop welds may need to be field welds to aid erection.
DA. "Alternates"refer to bid instructions for"Alternates" requested with proposals. Contractors may also B.3. Chairs for reinforcing steel shall be adequate to securely support and hold reinforcing steel in place. G.2.a. Contractor shall submit proposed curing and sealer/hardener corn
q p p y p po g pounds for approval 2 weeks E. SHOP FINISH
submit proposals for use of other alternate materials and methods for approval. Allow minimum of 5 For concrete slab on grade and tilt wall panels reinforcing shall be supported at not greater than 6'-0"on prior to initial slab on grade pour.
days for review of proposed alternates. center for#5 bars or larger. For tilt wall panel reinforcing shown each face on Drawings,the top bar G.2.b. CuringCompound: Li uid- membrane-forming curing compound complyingwith ASTM E.1. Shop prime all exposed surfaces(not to be embedded in concrete)with manufacturer's standard grey 2015 BUILDING
shall adequately be supported using metal chairs. Po q type g g Po
q y pp gprimer. Red oxide primer will not be allowed. IMPROVEMENTS
D.2. "Options"shown of the Drawings may be used at Contractor's discretion. C309,Type 1, Class A. Provide material that has a maximum volatile organic compound(1/OC)
"substitutions". C. CONCRETE MIX/MATERIAL of 350 mg per liter. E.2. Do not paint metals within 1 inch of areas to be welded.
D.3. See Instructions to Bidders for provisions relating to substitutions . Do not include in bid proposals any
substitutions not previously approved by the Engineer except as additional"Alternates", listed C.1. Strength: Average 28 day concrete strength determined by job cast lab cured cylinder to be as G.2.c. Approved Products: E.3. Touch up paint in field at welds or location where paint has been removed or damaged.
separately on the proposal forms. indicated below plus increase depending on the plant's standard deviation as specified in ACI 318. G.2.c.1. Day-Chem Rez Cure, Dayton Superior E.4. Any steel inserts protruding from concrete work to be ground flush, primed and painted.
D.4. Where Specifications state"or approved equal", "or as approved", etc.,the General Contractor shall Provide mix designs to the Engineer for all concrete to be used. Clearly label all mix designs for F. COLD-FORMED STEEL STUD BEARING WALLS
proposed area of use. G.2.c.2. Spartan Cote WBII(VOC),The Burke Company
obtain Engineer's prior approval prior to incorporating into the Project. See Instructions to Bidders for P F.1. All products are to be manufactured b Y the current members of the Steel Stud Manufacturers 7319 SW KABLE LANE
provisions relating to"substitutions". C.2. Minimum Mix Requirements: G.2.c.3. Eucx�cure VOX,The Euclid Chemical Company
E. SHOP DRAWINGS AND SUBMITTALS LOCATION MIN. COMP. SLUMP MIN. CEMENT ADMIXTURES G.3. Liquid hardeners(Alternate#"", see bid instructions): Water-based chemically-reactive penetrating
Association (SSMA). Installation shall be in accordance with the current ICC report(ESR-3064P).
sealer and hardener. F.2. Cold-formed steel framing shall be installed in accordance with ASTM C754. TIGARD, OREGON
E.1. Submit shop drawings of portions of the work indicated in individual sections of this Specification. STRENGTH (a) CONTENT F.3. Unless otherwise noted in Drawings, steel stud wall tracks are to be attached to concrete floors with
Submittals of items not indicated may or may not be reviewed at Engineers option. A partial list of G.3.a. Approved Products: 9
Y Y 9� P P Footings and Stemwalls 3,000 PSI 0"-5" 470 LB None minimum 0.145 inch diameter x 1 inch penetration powder actuated fasteners(PAFs)spaced at 16
required shop drawings is as follows: Industrial Slab on Grade 3,500 PSI 2"-4- 517 LB (b), (e) G.3.a.1. Ashford Formula, Curecrete Distribution, Inc. inches on center.
E.1.a. Structural steel and miscellaneous steel. G.3.a.2. Day-Chem Sure Hard(J-17 VOC), Dayton Superior F.4. Unless otherwise noted in Drawings,steel studs are to be 60OS162-43 sections with minimum section
(a)- Slump exceeding specified limits shall not be incorporated in the project except by written 9
E.1.b. Concrete mix designs. approval from Engineer. G.3.a.3. Duro-Nox, Nox-Crete Products Group properties(gross)as follows: Ix=2.316 in^4, Sx=0.772 in^3 and A=0.447 in^2. Studs to bear on full
EA.c. All reinforcing steel. (b)- WRA=water reducing agent. G.3.a.4. Euco Diamond Hard,The Euclid Chemical Company width of top and bottom track.
E.2. For bidder designed items(Deferred Submittals),the drawings and calculations shall bear the stamp of (c)- AE=air entrainment
G.3.b. Contractor to verify compatibility of all bond breakers,curing compounds and liquid hardeners F.5. Unless otherwise noted in Drawings, stud spacing to be 16 inches on center.
with other finishes. PERMIT INTAKE 4-17-2015
an engineer(product engineer)registered in the state where the project is located. Such drawings shall F.6. Wall covering materials and attachment to be per IBC Chapter 25.
(d)- Up to 1 1/2 percent calcium chloride allowed during cold weather.
certify that the drawings have not deviated from the VLMK design Drawings in any way,or shall call to G.4. Execution: F.7. Galvanized coating to be G60 minimum.
the attention of VLMK that the product engineer has deviated from the VLMK design Drawings. Such (e)- Pozzutec 20 required for concrete placed below 40 degrees Fahrenheit. G.4.a. Slabs-on-Grade: REVISIONS
F.8. Connections:
deviation may be cause for rejecting the shop drawings. See Drawings for items classified as Deferred C.3. Use Type I Cement, per ASTM C150 unless otherwise approved. G.4.a.1. All slabs on rade shall be cured using non-insulated blankets unless warranted b F.8.a. Welding is acceptable where indicated on the Drawings. All welds of galvanized steel shall be
Submittals. 9 9 ( Y gg g ® DATE DESCRIPTION
CA. Aggregate per ASTM C33. Use 3/4 inch minus unless otherwise noted or approved. cold weather). The blankets are to be Transguard 4000 or prior approved equal. The touched up with a zinc-rich paint.
E.3. Submittals to be provided at least 3 weeks prior to beginning fabrication. C.5. Water ReducingAgent WRA shall be Pol heed R-1 or Duracem 55 minimum 6 oz. r 100 pounds curingblankets shall be left in lace for a minimum of four da Use care in securing g ( ) Polyheed P g F.8.b. Unless otherwise noted in Drawings, use#12 screws(16 gauge and heavier),#10 screws(18
E.4. General Contractor to review submittals before transmitting to Engineer,and place his review stamp, cement). Comply with ASTM C494. all edges.
date,and marks on all copies. and 20 gauge)and#8 screws(22 gauge)to connect cold-formed steel framing. Screws to be
C.6. Industrial slabs on grade include the following mix requirements: G.4.a.2. Seal interior slabs with two coats of curing compound. Apply first coat immediately self tapping and drilling from one of the following:
E.5. Mechanical equipment, mechanical and sprinkler piping larger than 2 inches in diameter or any other after curing blankets are removed. Spray edges as soon as forms are removed.
items producing a hanger or support load of over 50 pounds shall be hung b a system approved b C.6.a. Aggregate size to be 1 1/2 inch minus. Do not use 3/4 inch minus aggregate. STEEL STUD FASTENERS Report#
P 9 9 PP P 9 Y Y PP Y Apply second coat perpendicular to first coat when all trades are finished just prior to
VLMK. An hanger or support producing a load over 200 pounds shall have additional framing installed C.6.b. Submit a combined gradation analysis for mix design. 1 1/2 inch aggregate shall constitute a Hilti Kwik-Pro Self-Drilling Screws ICC ESR-2196
Y 9 PP P 9 P 9� occupancy. Floor is to be cleaned and mechanically citrus-scrubbed before the
to transfer these loads to the main structural beams or wall unless otherwise approved. minimum of 5 percent in the gradation(i.e.5 percent retained on the 1 1/2 inch sieve). second coat. If a liquid hardener is installed,follow manufacturer's instructions prior to ITW Buildtex Teks Self-Drilling Screws ICC ESR-1976
E.6. Where required, seismic bracing for mechanical and electrical equipment,sprinkler piping or other C.6.c. Maximum water allowed is 250 pounds per cubic yard unless otherwise approved by Engineer. installation.
P P P g F.8.c. Place screws with minimum spacing and edge distance of 3 screw diameters, unless otherwise
non-structural components shall be provided by the contractor in accordance with Chapter 13 of ASCE C.7. Air entrainment(AE)shall comply with ASTM C260 and shall be used only where specified and/or G.4.b. Footings: Single coat. Apply as soon as bleed water is gone. noted on Drawings. Provide minimum length for screw to penetrate beyond fastened members
7-10. Structural calculations and details stamped by a licensed engineer shall be submitted to VLMK approved by Engineer. G.4.c. Wet Curing/Membrane Curing: All slab on grade concrete to be wet cured using blankets by at least two full diameter threads.
for review. C.8. Accelerators: Pozzutec 20 non-chloride for components exposed to weather in the completed structure described above. Membrane curing only allowed with prior approval by the Engineer. F.8.d. Bolts to be placed in pre-drilled holes in compliance with AISI North American Specification,
E.7. VLMK will review and mark-up a maximum of(3)Three copies of submittals.The contractor will be (walls,exterior paving,etc.),calcium chloride in the interior slabs on grade. Quantity(dosage)to beG.4.d. Hot Weather/Cold Weather Procedures: Take special precautions as appropriate during
Section E3A. Standard hole sizes should not exceed the bolt diameter+ 1/32"for bolts less
responsible for duplicating mark-ups if additional copies are required. Submittals will be stamped and determined by Contractor and approval obtained from Engineer before use of accelerators. adverse weather conditions to achieve proper finish and curing. Review placing procedures than 1/2"diameter,or bolt diameter+ 1/16"for bolts 1/2"diameter and greater. Oversized or
returned to General Contractor within two weeks for copying and distribution. C.9. Place and cure all concrete per ACI codes and standards. with Engineer when 24 hour forecasted temperatures are below 40 degrees Fahrenheit or slotted holes should not be used unless specifically noted on Drawings.
F. SPECIAL INSPECTION AND TESTS C.10. Provide control joints in all interior slabs on grade as shown on plans. above 80 degrees Fahrenheit. In addition to ACI recommended procedures, provide water F.8.e. Poweder actuated fasteners(PAFs)to be used to connect cold formed steel framing to concrete
F.1. Special inspections and tests as required by Engineer or local jurisdictions are to be performed by an sprinkler on all slabs and flat work when temperatures exceed 80 degrees CA 1. Sleeves, pipes or conduit of aluminum shall not be embedded in structural concrete unless effectively
Fahrenheit. or steel to be one of the following:
POWDER ACTUATED FASTENERS (PAFs) Report#
independent testing agency and paid for by the Owner. Contractor to verify requirements for testing coated.
with the Engineer priorbeginning project and will be responsible for contacting testing agency with D. REINFORCING DIVISION 4 - MASONRY Hilti X-U Universal Knurled Shank Fasteners(0.157"diameter) ICC ESR-2269 RU G T URq
adequate prior notice and to allow full access to work.
a F.2. Provide Engineer with copy of all inspection and testing reports. Fax report on the same day if D.I. All reinforcing to be ASTM A615 Grade 60 unless otherwise noted. Powers 0.300 Head Drive Pins(0.145"diameter) ICC ESR-2024 RED PRpFF3s�
N irregularities are noted. D.2. Use only A706 weldable rebar if rebar is to be welded. Use only low hydrogen electrodes. All welding A. NONE. �`� IN �o
F.3. Testing performed at Contractor's option or re-testing of previously noted irregularities to be paid for by to be in compliance with AWS D1.4.
DIVISION 6 - WOOD � �' 3 '� 9
N the Contractor. D.3. Fabricate and install reinforcing steel according to the Manual of Standard Practice for Detailing DIVISION 5 - METAL /17/15
Reinforced Concrete Structures-ACI Standard 315. 0 G �,
a D.4. Install rebar in slabs on grade with castle chairs or prior approved equal. Do not use concrete dobies. A. NONE. °
3 DIVISION 2 - SITE WORK see Drawings for size. 4/ 15, 2°
A. GENERAL 1
P 9 9 9 A.1. All structural members to be detailed,fabricated and erected in accordance with the latest edition of DIVISION 7 - THERMAL AND MOISTURE PROTECTION SON G• SP��
m D.5. La all bars in continuous and intersecting footings 2'-0"or 40 bar diameters whichever is rester.
A. FILL MATERIALS AND INSTALLATION D.6. Extend reinforcing inch owall anslab edges. Standards. umsop drawings of columns anmiscellaneous steel.
Z to within 1 ih f ll d lb dAISC StndrdSubmit hdild iEXPIRES: 6/30/20 16
C A.1. Compaction: A.2. All bidder design structurals stems to include plans and calculations stamped by an engineer A. CAULKING AND SEALING
a A.1.a. Selection of compaction equipment and processes shall be the sole responsibility of theregistered in the governing jurisdiction.
E. CONTROL JOINTS AND EXPANSION JOINTS A.1. Caulk all joints between concrete panels,wood siding Contractor. ) p g panels, dissimilar materials, and around all door DATE
E.1. Sawn Control Joints see Drawings for locations): A.3. Unless otherwise noted, Contractor will be required to provide a separate permit for bidder design APRIL 2015
( 9 ) and window frames and all other locations as required for weather tightness.
a` A.1.b. Prepare areas to receive"Engineered"or"Select"fill by compacting subgrade. If subgrade structural systems.
to E.1.a. All sawn joints to be cut using a"Soffcut"saw. A.2. Applier to examine joints prior to installation. Remove foreign material and moisture. Proceeding with SCALE PROJ.NO.
moisture content is not suitable, confer with Engineer and condition material to near"optimum" B. MATERIALS work signals acceptance of surfaces. AS NOTED 2015oo2a
CL and compact. E.1.b. Saw cuts to be made prior to cracking. Cut as soon as possible after initial set of concrete has
occurred. B.1. All steel W sections to be ASTM A992 typical unless otherwise noted. A.3. Provide backup vinyl or rubber filler rods on all joints over 3/8 inch in depth. Backup rods to be
A.1.c. Install material(except topsoil)in lifts not to exceed 8 inches(loose)and compact with suitable DRAWN CHECKED
oequipment. E.1.c. Saw to 1/5 slab depth as soon as work can proceed without raveling. B.2. All steel plate,angles, channels, etc.to be ASTM A36 typical unless otherwise noted. minimum of 1 1/2 times joint width. Comply with caulking manufacturer's recommendations. BD JS
AAA. Minimum Density(per ASTM D1557)as follows: E.1.d. All sawn joints are to be filled with a closed cell foam backer rod immediately following cutting of 6.3. Steel Pipe ASTM A53(Fy=35 ksi),Type E or S,or ASTM A501 (Fy=36 ksi). A.4. Caulking color to match adjacent materials. Obtain Engineer's color approval prior to ordering.
3 the joints(same day). Backer rod to be 3/8 inch diameter and installed flush with the top of the B.4. Structural tubing to be ASTM A500 Grade B(Fy=46 ksi rectangular, Fy=42 ksi round). A.5. Apply exposed caulking after painting or mask caulking beads to prevent painting over except as noted
o A.1.d.1. APPLICATION(See note 3 below) COMPACTION
Beneath foundations g5% slab. B.5. Unless otherwise noted, bolts to be A325N for steel to steel connections. at exterior plywood siding. Verify compatibility with paint if caulking applied after. SPECIFICATIONS
o B.6. Anchor bolts and wood connections to be A307. Provide standard plate washers under all bolt heads A.6. Materials: AND SPECIAL
N Beneath floor slabs 95/o
o and nuts in contact with wood. A.6.a. Concrete and Masonry Wall Joints: Low modulus,two-part non-sag polyurethane rubber.
B.7. Anchor rods to be ASTM 1554, Grade 36 unless otherwise noted. A.6.b. Door and Window Frames: Silicone rubber, non-acid, porous type at joints abutting concrete or INSPECTION
b B.8. Lag bolts in wood to be SAE J429 Grade 1 with minimum dimensions meeting ANSI/ASME B.18.2.1. masonry,acid non-porous type elsewhere.
cm
A.6.c. Plywood Siding: Silicone rubber, aintable, apply prior to painting and tool smooth.
B.9. Light gauge steel 16 gauge and heavier shalt be formed from steel of ASTM A1003 ST50H with Yw 9� P PP Y P P 9
g (Fy=50 ksi). Light gauge steel 18 gauge and lighter shall be formed from ASTM A1003 ST33H with A.6.d. Penetrations at Fire Walls: 3/8 inch gap around penetration, provide safing insulation and fire
(Fy=33 ksi). Detail and fabricate light gauge steel per AISI Standards. caulking,Thermafiber(USG)or approved'. A3w0
B. CONCRETE SEALER(At Window/Door Openings and Slab Edges) B.3. Conform to IBC Flame Spread requirement. VLMK
B.I. Silane clear sealer with minimum 15 percent solids. B.4. Provide(5),five-foot wide,full building height paint-outs of exterior wall showing all colors for Engineer's CODE REQUIRED SPECIAL INSPECTION AND MATERIALS TESTING PROGRAM SPECIAL INSPECTION PROGRAM NOTES:
B.2. Apply to all opening edges in concrete tilt-up panels for doors and windows, prior to frame installation. approval before starting work. ENGINEERING + DESIGN
B.5. Interior: SOILS AND FOUNDATION SUBGRADE: COMMENTS DURATION INSPECTION AGENCY 1. DURATION REFERS TO TIME AND FREQUENCY OF INSPECTION FOR THE PORTIONS OF WORK
6.3. Coordinate with paint manufacturer to verify adhesion between paint and concrete sealer, prior to INDICATED.
applying. B.5.a. General-one coat acrylic primer, one coat airless spray(off-white latex)on: FILL MATERIAL,PLACEMENT AND COMPACTION REF.GEOTECHNICAL REPORT P TESTING LAB C=CONTINUOUS INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT ALL TIMES, 3933 SW Kelly Avenue
B.4. Coordinate with window manufacturer to verify adhesion between window caulking and concrete sealer, B.5.a.1. Inside face of the exterior concrete walls. OBSERVING THE WORK REQUIRING SPECIAL INSPECTION. Portland, Oregon 97239
prior to applying. GRADING AND SUBGRADE COMPACTION REF.PROJECT SPECIFICATIONS P TESTING LAB P=PERIODIC INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS
6.5.a.2. Gypsum board walls in the warehouse including-warehouse side of offices. 503.222.4453
NECESSARY TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN
B.5. Notify Engineer of any discrepancies as to where application is required. B.5.a.3. Electrical,telephone and riser room walls. FOOTING EXCAVATION AND COMPACTION P TESTING LAB CONFORMANCE WITH APPROVED PERMIT DRAWINGS AND SPECIFICATIONS. VLMK.COM
C. INSULATION B.5.b. Concrete Masonry Block, Interior walls: CONCRETE:
C.1. Exterior Wall and Soffit Insulation: Fiberglass blanket with R-value as shown on Drawings-or as2. THE INSPECTION AGENCIES ARE AS FOLLOWS:
6.5.b.1. Block Filler: Provide block filler material at a rate of one gallon per 75 square feet of VERIFY USE OF ENGINEER APPROVED CONCRETE MIX DESIGNS P TESTING LAB
required by governing codes. May require thickness equal to stud depth and a layer of continuous rigid wall area, or as recommended by manufacturer. ENGINEER: VLMK CONSULTING ENGINEERS
insulation over face of studs. Blanket to be faced on conditioned side with Kraft barrier where covered. B.5.b.2. Elastomeric Coating: Two coats Of Acrylic Elastomeric Coating. Total dry film FOOTING FORMWORK AND REINFORCING PLACEMENT P TESTING LAB GEOTECHNICAL: NIA
C.2. Perimeter Insulation: Rigid urethane or extruded Polystyrene with minimum R-6.2. Install at exterior thickness not less than 15 mils,or as recommended by manufacturer. PLACING OF REINFORCING FOR SLAB-0N-GRADE P TESTING LAB TESTING LAB: TO BE DETERMINED
perimeter of interior slabs where indicated. At slab over insulation, provide pre-molded filler with vinyl or TESTING LAB SHALL PERFORM INSPECTIONS OF ALL PORTIONS OF WORK DESIGNATED IN THE
butyl cap flush with floor except where covered by wall furring. 6.5.c. Gypsum Board Finished Areas,except Water Resistant: One coat acrylic primer. Two coats Of -0PROGRAM. THE SELECTED INSPECTION AGENCY SHALL BE AN ACCREDITED,APPROVED SPECIAL
latex acrylic paint, eggshell. PLACING OF CONCRETE FOR REINFORCED SLAB-ON-GRADE SEE NOTE 6,ITEM A C TESTING LAB INSPECTION AGENCY EMPLOYED BY THE OWNER OR OWNER'S AGENT,NOT THE CONTRACTOR OR
C.3. Interior Insulation: Unfaced fiberglass blanket(faced where separating conditioned space from SUB CONTRACTOR,PER I.B.C.SECTION 1704.1. THE SPECIAL INSPECTORS DUTIES REGARDING THE
non-conditioned space)to match wall thickness at following locations and as noted on Drawings. 6.5.d. Gypsum Board,Water Resistant: One coat acrylic primer. Two coats interior alkyd enamel, POST-INSTALLED ADHESIVE ANCHORS,RODS AND DOWELS IN PER ICC EVALUATION REPORT C TESTING LAB PORTIONS OF WORK ARE DESCRIBED IN CHAPTER 17 OF THE I.B.C.. THE SPECIAL INSPECTOR
semi-gloss. CONCRETE,PLACED HORIZONTALLY OR UPWARDLY INCLINED SEE NOTE 6,ITEM B SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE,TO THE SATISFACTION
C.3.a. Office perimeter Walls abutting Warehouse Space. S O
C
E SI
E
ST
OSTOF THE BUILDING OFFICIAL,FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR
6.5.e. Wood Doors, Frames and Trim: First coat stain. Two coats lacquer or varnish.
POST-INSTALLED ADHESIVE ANCHORS,RODAND DOWELS IN PER ICC EVALUATION REPORT
C.3.b. Restroom walls. P TESTING LAB OPERATION REQUIRING SPECIAL INSPECTION.
6.5.f. Metal Doors and Frames: Spot prime as necessary. Two coats Alkyd Exterior Enamel, CONCRETE,PLACED DOWNWARDLY INCLINED SEE NOTE 6,ITEM B
C.3.c. Demising walls separating tenant areas. Semi-Gloss.
C.3.d. Floors Of mezzanines between office and warehouse. POST-INSTALLED EXPANSION/WEDGE ANCHORS IN CONCRETE PER ICC EVALUATION REPORT p TESTING LAB 3. PRIOR TO THE BEGINNING OF CONSTRUCTION,THE ARCHITECT(OR ENGINEER)SHALL CALL A
B.5.g. Color of metal registers, grilles, ladders, railings, electrical cabinets, piping,conduit,etc.,to SEE NOTE 6,ITEM B PRE-CONSTRUCTION MEETING WITH THE ARCHITECT,ENGINEER,BUILDING OFFICIAL,
C.3.e. Where faced insulation is required,vapor barrier to be placed toward conditioned side of wall or match adjacent surfaces. CONTRACTOR,AND SPECIAL INSPECTORS TO REVIEW THE SPECIAL INSPECTION REQUIREMENTS.
ceiling. C. FLOOR COVERING POST-INSTALLED SCREW ANCHORS IN CONCRETE PER ICC EVALUATION REPORT P TESTING LAB THE STRUCTURAL OBSERVATION REQUIREMENTS SHALL ALSO BE DISCUSSED DURING THIS
SEE NOTE 6,ITEM B MEETING.
C.I. Carpet: By Owner.
DIVISION 8 - DOORS AND WINDOWS STRUCTURAL WELDING AND HIGH-STRENGTH BOLTING: 4. DUTIES OF THE SPECIAL INSPECTOR TO INCLUDE,BUT ARE NOT LIMITED TO:
DIVISION 10 - SPECIALTIES MATERIAL VERIFICATION OF STRUCTURAL STEEL,DECKING, A. ACKNOWLEDGE THE SPECIAL INSPECTION PROGRAM AND THE SPECIAL INSPECTION AND
HIGH STRENGTH BOLTS,NUTS AND WASHERS,ANCHOR P TESTING LAB TESTING AGREEMENT,PROVIDED BY THE LOCAL JURISDICTION.
A. METAL DOOR FRAMES RODS,AND WELD FILLER MATERIALS B. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH THE
A.1. 18 gauge full depth Of wall with welded comers and anchors to suit wall structure. APPROVED PERMIT DRAWINGS AND SPECIFICATIONS. ALL DISCREPANCIES SHALL BE BROUGHT
A. SIGNS SINGLE PASS FILLET WELDS 5/16"AND SMALLER P TESTING LAB TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION,THEN,IF
A.2. Finish: Factory baked on primer. Paint as noted On Drawings. UNCORRECTED,TO THE ENGINEER AND TO THE BUILDING OFFICIAL.
A.1. Engraved Plastic Door Plaques: VERIFY ALL BOLTS INSTALLED
A.3. Provide longer door frame for notched slab edge condition at warehouse doors where noted. A.1.a. Follow requirements and use materials as required to comply with current ADAAG standards. HIGH STRENGTH A325N AND A49ON BOLT INSTALLATION TO'SNUG TIGHT CONDITION P TESTING LAB C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO
A.4. Re-light and sidelight frames where indicated on Drawings to be of matching type and profile and finish. Place ADAAG disabled symbol at all accessible toilet room doors per jurisdiction requirements. THE BUILDING OFFICIAL,ARCHITECT,ENGINEER,CONTRACTOR,AND(OTHER DESIGNATED
P Y P 1 � PARTIES),IN A TIMELY MANNER,AS ESTABLISHED AT THE PRE-CONSTRUCTION MEETING.
A.5. Fire resistive construction where noted on drawing. Entire assembly to be U.L. listed and Factory A.1.b. Manufacturer's standard 1 inch high letter style with message as indicated below: D. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING WHETHER THE WORK
Mutual approved. REQUIRING SPECIAL INSPECTION WAS INSPECTED,AND WHETHER THE WORK IS IN GENERAL
A.1.15.1. Men's Restroom CONFORMANCE WITH THE APPROVED PERMIT DRAWINGS AND SPECIFICATIONS AND THE
A.6. Approved Manufacturers: A.1.b.2. Women's Restroom APPLICABLE WORKMANSHIP PROVISIONS OF THE INTERNATIONAL BUILDING CODE.
A.6.a. Amweld A.1.b.3. Conference Room
A.6.b. Steelcraft 5. DUTIES OF THE CONTRACTOR INCLUDE,BUT ARE NOT LIMITED TO:
A.1.b.4. Manager NOTIFY THE SPECIAL INSPECTOR THAT THE WORK IS READY FOR INSPECTION AT LEAST 24
A.6.c. Republic A.1.b.5. Janitor DEFERRED STRUCTURAL SUBMITTAL (BIDDER DESIGN) A. HOURS BEFORE SUCH INSPECTION.
A.6.d. Curries A.2. Post-Mounted Accessible(handicap)Parking Signs: See DIVISION 2,ACCESSIBLE(HANDICAP) FREEZER BOX B. ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN ACCESSIBLE AND EXPOSED UNTIL
B. METAL FRAMES-KNOCK-DOWN OPTION (Interior Only) SIGNAGE. IT HAS BEEN OBSERVED AND INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR PROJECT NAME
B.1. 18 gauge knockdown door frames with interlocked comers full depth of wall with snap attached metal A.3. At all exterior pedestrian doors that are not part of accessible route to building, provide sign mounted on AND APPROVED BY THE BUILDING OFFICIAL. (�(�'C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT DRAWINGS AND `Q"D
casing trim. Frames to be Timely or as approved. Frames to be labeled if noted at door schedule. door with legend: ACCESSIBLE ROUTE in 3 inch high letters and directional arrow toward nearest SPECIFICATIONS AT THE JOB SITE.
Frames to be factory finished in color selected from full range. accessible door. D. MAINTAIN AT THE JOB SITE,COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR.
B.2. Re-light and sidelight frames where indicated on Drawings to be of matching type and profile with screw 2015 BUILDING
attached hollow metal stops. Match finish of door frames. DIVISION 11 - EQUIPMENT 6. THE FOLLOWING INSPECTIONS AND TESTING REQUIREMENTS SHALL BE PERFORMED IN ADDITION
C. WOOD DOORS TO THOSE REQUIRED BY THE I.B.C.: IMPROVEMENTS
C.1. 1 3/4 inch thick solid core or particle board core as shown on Drawings and reinforced for hardware. A. None A. CONCRETE INSPECTION AND TESTING REQUIREMENTS ARE AS FOLLOWS:
C.2. Premium grade(stain grade)mahogany.stained and varnished. Color per schedule. 1) CONTINUOUS OBSERVATION OF SLAB ON GRADE AND TILT WALL PANEL CONCRETE
C.3. Premium rade stain rade birch,stained and varnished. Color per schedule. DIVISION 12 - FURNISHINGS DEFERRED SUBMITTAL NOTE: PLACEMENT IS REQUIRED.
9 ( grade) 2) OBTAIN(4)TEST CYLINDERS FOR EACH 100 CUBIC YARDS PLACED(OR PORTION THEREOF
C.3. Premium grade(stain grade)maple, stained and varnished. Color per schedule. A. None SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER IF LESS THAN 100 CUBIC YARDS ARE PLACED). BREAK(1)CYLINDER AT 7 DAYS AND(2)
OF RECORD,AFTER REVIEW AND SUBJECT TO BEING IN GENERAL CONFORMANCE WITH THE CONTRACT DOCUMENTS, CYLINDERS AT 28 DAYS. (IF THE FIRST 28 DAY CYLINDER BREAK IS LESS THAN REQUIRED
CA. Paint grade birch. Color per schedule. THE ENGINEER WILL RETURN THE SUBMITTAL TO THE CONTRACTOR. THE CONTRACTOR SHALL THEN FORWARD THE STRENGTH,HOLD(2)CYLINDERS FOR 56 DAY BREAK)HOLD 4TH CYLINDER FOR 56 DAY 7319 SW KABLE LANE
SUBMITTAL TO THE BUILDING DEPARTMENT. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL BREAK. BREAK 4TH CYLINDER ONLY IF REQUIRED STRENGTH IS NOT MET WITH(2)
C.5. Doors to be labeled (fire rated)where noted at door schedule. DIVISION 13 - SPECIAL CONSTRUCTION THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. CYLINDERS AT 28 DAYS. TIGARD, OREGON
D. STOREFRONT-None. 3) VERIFY THAT THE APPROVED MIX DESIGNS ARE BEING DELIVERED TO THE SITE. BATCH
TICKETS SHOULD BE CHECKED FOR ALL TRUCKS ENTERING THE SITE.
E. FINISH HARDWARE A. FREEZER BOX BY OTHERS.
E.I. Materials: B. POST INSTALLED ANCHORS IN CONCRETE SHALL BE INSPECTED AS FOLLOWS:
1) PROVIDE'CONTINUOUS'OR'PERIODIC'INSPECTION AS INDICATED IN THE SPECIAL
EA.b. Closer-L N.a. Butts-Stanley INSPECTIDIVISION 14 - CONVEYING SYSTEMS MANUFACON TABLE(THIS SHEET). INSPECTIONS ARE TO BE IN ACCORDANCE TURER'S CURRENT PRODUCT EVALUATION REPORT AND INSTALLATION IH THE
.1
INSTRUCTIONS.
E.1.c. Locks-Schlage, Levon or Rhodes Design 2) A COPY OF THE EVALUATION REPORT AND INSTALLATION INSTRUCTIONS ARE TO BE
E.1.d. Flush Bolts-Ives A. NONE. MAINTAINED ON THE JOB SITE. ICC EVALUATION REPORTS ARE AVAILABLE ONLINE AT PERMIT INTAKE 4-17-2015
WWWACC-ES.ORG,AND IAPMO EVALUATIONS REPORTS ARE AVAILABLE AT
EA.e. Cylinder-Schlage WWW.IAPMOES.ORG.
E.11 Stops-Ives DIVISION 15 - MECHANICAL 3) WHERE PERIODIC!INSPECTION IS ALLOWED: REVISIONS
EA.g. Thresholds&Weather strip-PEMKO • THE SPECIAL INSPECTOR MUST BE ON SITE INITIALLY DURING ANCHOR
INSTALLATION TO VERIFY MATERIALS AND PROCEDURES AS REQUIRED BY THE ® DATE DESCRIPTION
EA.h. Push pulls&Kick plates-Tice A. GENERAL -Bidder Design System. EVALUATION REPORT.
SUBSEQUENT INSTALLATIONS OF THE SAME ANCHOR TYPE AND SIZE BY THE SAME
E.2. Coordinate butt size with requirements of Frames. • CONSTRUCTION PERSONNEL ARE PERMITTED TO BE PERIODICALLY INSPECTED.
E.3. All hardware to be U.S.26D(626)finish(Satin Chrome)except where otherwise noted. DIVISION 16 - ELECTRICAL • A NEW INITIAL INSPECTION SHALL BE MADE FOR ANY CHANGE IN PERSONNEL
F. KEYING PERFORMING THE ANCHOR INSTALLATION OR CHANGE IN THE ANCHOR PRODUCT
F.1. Locks of all doors shall be master keyed to a single system. BEING INSTALLED.
A. GENERAL-Bidder Design System. • FOR ONGOING INSTALLATIONS OVER AN EXTENDED PERIOD,THE SPECIAL
F.2. Prepare a keying schedule and coordinate with Owner prior to keying locks. INSPECTOR MUST MAKE REGULAR INSPECTIONS TO CONFIRM CORRECT HANDLING
F.3. Provide a minimum of 2 marked keys for each lock in buildings,each master and grand master. Deliver AND INSTALLATION. IF DISCREPANCIES ARE NOTED,CONTINUOUS INSPECTION
SHOULD BE PROVIDED FOR ALL SUBSEQUENT ANCHORS.
keys,with permanent keying schedule showing key marks and doors operated,t0 Owner prior to 4) ADHESIVE ANCHORS IN CONCRETE SHALL ADDITIONALLY CONFORM TO THE FOLLOWING:
occupancy. . CONCRETE IS TO HAVE A MINIMUM AGE OF 21 DAYS AT THE TIME OF ANCHOR
G. HARDWARE SCHEDULE
INSTALLATION.
G.1. See Drawings. • CONTINUOUS INSPECTION IS REQUIRED FOR ALL ADHESIVE ANCHORS INSTALLED IN
A HORIZONTAL TO VERTICAL OVERHEAD ORIENTATION(NOT REQUIRED FOR SLAB
DOWELS).
DIVISION 9 - FINISHES • INSTALLATION OF ADHESIVE ANCHORS IN A HORIZONTAL TO VERTICAL OVERHEAD
ORIENTATION ARE TO BE DONE BY A CERTIFIED ADHESIVE ANCHOR INSTALLER
(AAI)AS CERTIFIED THROUGH ACI AND IN ACCORDANCE WITH ACI 318-11,SECTION
A. GYPSUM BOARD-INTERIOR APPLICATIONS: D.9.2.2. (NOT REQUIRED IN OREGON).
• ADHESIVE ANCHORS INSTALLED IN A HORIZONTAL TO VERTICAL OVERHEAD
A.1. Interior Board: 5/8 inch thick, U.S. Gypsum or Kaiser. ORIENTATION ARE TO UTILIZE A PISTON PLUG OR RETAINING CAP IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. U C T U
R,q
A.2. Water Resistant Board: 5/8 inch thick, U.S. Gypsum or Kaiser. Provide at restroom walls and within 4 C' R Q PROF �
a feet of sinks. FSS
N A. 3. Type X Board: Provide at fire walls, separation walls and demising walls and as otherwise indicated. �c�5�, 1 N ,p /�9
A.4. Gypsum Soffit Board: 5/8 inch thick, U.S. Gypsum Exterior Gypsum Board. 3
N A.5. Accessories:
/17/15
Q A.5.a. Provide metal comer beads and fasteners as required. Provide square metal edge beads at all `� G oo�
exposed board edges and where abutting dissimilar materials.
� A.5.b. Provide metal"L"bead at sill to storefront connection and caulk.
SON C. S Pkv
m
Z A.5.c. Provide 3/8 inch gap at all fire wall penetrations for caulking. EXPIRES: 6/30/2016
C
A.6. Finish:
$ A.6.a. Tape,fill and sand for smooth finish at all soffits and interior exposed surfaces except as noted
c below. DATE APRIL 2015
a A.6.b. Interior walls at warehouse, electrical and riser rooms and walls above finish ceilings to be fire
SCALE PROJ.NO.
m taped only. AS NOTED 20150024
cn A.6.c. Maximum deviation from true flat to be 1/8 inch in 10 feet.
a B. PAINT DRAWN CHECKED
BD JS
o B.1. Approved Manufacturers:
N
B.1.a. Miller
o B.1.b. Pittsburgh
SPECIFICATIONS
o BA.c. Rodda
C14 B.1.d. Pratt&Lambert AND SPECIAL
o BA.e. ICI Dulux
INSPECTION
B.1.f. Olympic
V
0
W
B.1.g. Sherwin-Williams
g BA.h. Dunn-Edwards
� B.2. All colors and sheen as selected.
A3w