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SPECIFICATIONS E. PROJECT CLOSE-OUT 9. TRENCHING
I. As won as Contractor feels project is near substantial cr let'on, he will notify A"chitect a. For urwdergrcund piping, electrical conduits. etc.. shall be done by the trade installing the
PROJECT INFORMATION who will inspect project and prepare punchiest listing those items still to be finished pipes. conduits. etc. Backfilling of trenches shall conform to the requirements for compacted fill.
under terns of Contract.
10. CLEANING MD SURPLUS MATERIALI
2. Fin.l inspection will be made by Architect within reasonable time after requested by Contractor. a. Conduct work in en orderly manner and so as not to create nuisance. Dirt shall not be permitted
PROJECT: Chance-Siemens Dental Clinic
Third and Laurel Street equipment manuals andguarantees will be delivered to Owner with acceptance of project. to accumulate on streets or sidewalks.
Port Angeles. Washington 98362 3. All equiliame
F. INSPECTlOM AND TESTS b. Remove from the site and legally dispose of mill debris and excavated ereterial nat required for 1 : 1 :
fill. No rubbish or debris shall be buried on the site.
ARCHITECT: 0lsoh-Rowe Architects. A.I.A. 1. BUILDING CODE 1
4224 Sixth Ave. S.E.. Bldg. IS Conform to requirements of Uniform Building Code and County •'rdinances. C. SITEORAINAGEe UTILITIES
lacey. Washington 48503 1. GENERAL
2. NOTICES
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Notefy Architect not less than 7? hours beton Drxe!edino beyond the following constreaction phas.s• a. Scope:
GENERAL CONTRACTOR: Zeigler Construction Company a, After footing trenches ere dug but before footings are poured. Complete all site drainage and utility work as shown on tie Drawings and as specified herein.
1414 185th N.E. b. Alter reinforcing steel and one side of-enncrete wall forms are in place but before wall
Bellevue. Washington 98008 forms are enclosed. b. Coordination!
c. After structural members, roughframing, sheathing, mechanical and electrical rough-ins byopeerae and coordinate the work with the various subcontractors whose work might be affected '
q• by operations.
are complete, but before insulation. interior and exterior finishing materials are installed.
GENERAL CONDITIONS OF TNE_COIITIt#CT d. After finishing materials are installed, but before painting and decorating work is started. c. General Requirements: _ _
e. Substantial completion.
Generally, all requirements for laying out. shoring and/or bracing, excaratfng, filling and = I
TABLE OF Ail"FICLES f. final inspection. protection of adjacent areas that are applicable to this work shall be as specified in
Section EXCAVATION, BACKFILLING AND GRADING. ;{
listed herein by title only. Contractor to make himself familiar with text. Copies may be examined a ' ,�
at the office of Olson-Rowe/Architects • Planners, or at the office of Zeigler Construction Company. 0IVISION-1 D. PAVING •
The form of General Conditions for this work shall be "General Conditions of the Contract for Construction".
SITE 1. GENERAL ! t
as published by the American institute of Architect,. Document No. A201, April 1976 edition. . _ te
a. Scope:
A. DEMOLITI_Q11 paving work as shown on Drawings and as specified herein.
1. Contract Documents 8 Time Complete all
2. Architect 9. Payment and Completion I• GENERAL
3. Owner 10. Protection of Persons and Property D. Preliminary York: /
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4. Contractor II. Insurance a. Scope of Work: Make careful inspection of excavated surface on which paving is to be placed and a check on /
S. Subcontractors 12. Changes in the Work Provide all demolition and removal of existing structure as shown on Drawings and/'r bottom and top grades of paving throughout the paved area prior to starting work under this
6. Separate Contracts 13. Uncovering and Correction of work described herein. Section.
7. Miscellaneous Provisions 14. Termination of the Contract
b. Penvits: c. Coordination:
Comply with all laws and regulations governing the work of this section and obtain all required Coordinate work and cooperate with any other trades whose work relates to paving in any way.
oIVISION 1 permits and pay all fees fir same.
d. Workmanship:
GENERAL REQUIRE!ENTS C. Precautions. Apply paving in true planes to eliminate depressions or "fat" spots. Carefully warp changes in
Execute all demolition work in an orderly and careful manner with due consideration for all exis- slope. Carefully hand compact and roll with proper heat around building projections so chat
A. SUNMRY Of. THE WORK tine structures. including aeey parts of the surrounding areas. which are to remain. Protect any compaction and texture matches machi,ie compaction. Mask building before placing concrete primer
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Provide all architectural, structural, mechanical, 6 electrical work for the Chance-Siemens Dental existing active service lines encountered, notify An hitett immediately for disposition instruc- to prevent staining exposed building surfaces, and prevent staining curbs. Permit no traffic
tions. on paving until it has reached atmospheric temperature. C
Clinic as shower on the Drawings and as described in the Specifications. O
After execution. by Owner and Contractor, of the Agreement. the Contractor shall commence work 2. DI SFO5ITION OF REMOVED MATERIAL e. Daomage:
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on this project upon notice from Owner to proceed. a. All material removed under this section shall become the property of the Contractor and shall D•• Repair any damage to finished pavement surface that may result frac subsequent construction
promptly removed from the site. Do not ,tore or perrit debris to accumulate on the site. to a smooth, true and uniform surface at no extra cost to Owner.
P. SCHEDULES AND REPORTSli I
3. DEMOLITION WORp f. Weather Limitations:
1. 1pROING Oi THESE SPECIFICATIONS Do not produce pavement mixture when the subgrade, subbase or base courses are frozen or show
These specifications are generally of the abbreviated car "streamlined" type and frequently a. Concrete Foundations and Concrete Walks: any evidence of excess moisture nor when moisture on the surface to be paved would prevent
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include incomplete sentences, Words such es 'shall', 'soil be'. "the Contractor shall". Remove portions if existing concrete foundations and concrete walk as shownnn hawing.. proper bond.
and similar mandatory phrases and the words 'of", "the "a", 'an", and "all" shall be B. EXCAVATING5 9ACK:_ILL_ING AND GRADING q. Clean-Up:
supplied by inference in the same wanner as they are in a note on the Drawings. The Con- On completion of work, remove all excess materials, equipment and debris; dispose of away from
el
tractor shall provide all items listed and perform all operations required, and shall fur- 1. GENERAL
eish all laba. Si:vpe:
pi , materials, equipment, services, end incidentals required for their completion. premises. Leave all work in clean condition.
2. ARBREYIATiOMs Perform all excavating, backfilling and grading as shown on the Drawings and as specified E. SiD.J,G
herein 1. GENERAL
For purposes of abbreviations, the words "install and/or erect and/or connect and/or apply
in accordance with the menufecturer's written recommendations" shall not, in all cases. be b. Conditions at Site: a. Scope: (6 41111C
repeated hereinafter in these specifications. However, in all cases, each and every item. Visit the site. Examine and note all conditions as to the character and extent of work involved. Provide all shoring work as required for this Project.
materiel and/or equipment shall be installed and/or erected and/or connected and/or applied i
strictly in accordance with the manufacturer's written recommendations. c. Permits, Ordinances: b. General Requirements:
Procure and pay for all necessary permits or .ertiticates required by local authorities having Provide temporary shoring, bulkheading, etc. as necessary to properly contain all banks. and
ASTM: Amer Society for Testing Materials, Philadelphia. rrennsylvanie .jurisdiction over the work. Comply with all applicable Federal. State and Local ordinances. sides of exc.•vations. and to protect adjacent structures, curbs. streets, utilities and the like.
ASA : Americo. Standards Association, New York, New York
AISC: American Institute of Steel Construction 2. TESTS, INSPECTIONS AND SUPERVISION Comply with all local building and safety codes.
ACI : American Concrete Institute. Detroit. Michigan
AIEE: American Institute of Electrical Engineers, New York. New York a. General Contractor shall lay out all lines and levels. Make every effort to preserve stakes.
For any shoring not specially designed by Arc!+itect, sweet detailed efestyns of proposed shoring
ASME: American Society of Mechanical Engineers, New York. New York b. General Contractor shall give the work his personal supervision. In his absence he shall leave to Architect for review before starting work. Architect and Owner do not assume responsibility
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CS : Commercial Standard of U.S. Department of Coerce, Washington, D.C. a responsible representative in charge who shall have the authority to receive and execute for such designs. In any case assume sole responsibility for shoring operations and make good
iRE : Uniform Building Code of irternationel Conference of Building Orfi:ials. orders train the Architect or his representative. any damage caused by the work or its failure. Lk.
Los Angeles. California. 1979 edition. i
3. REQUIRED INSPECTIONS 3. FOUNDATION INFORMATION Any lumber, shoring to remain in place shell be pressure treated with an approved preservative.
All as required by local building authority. a. Maintain all bench marks, control monuments and ;take.. whether newly established oy Surveyor Shoring and bulkheading shall be so located and designed as to provide adequate space for exca- • a
or previously existing. Protect from damage and dislocatinn. if necessary to disturb eai't.inq vation, construction and removals.
4. SCHEDULE OF REQUIRED TESTS bench marks, re-establish In a safe place.
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2, PROTECTIONOCE
Domestic water system. sanitary waste and vent systems. central oxygen and nitrous oxide Piping h. If any discrepancies are found by Contracto, between the Drawings and actual conditions at the
system. site• Architect reserves the right to make such minor adjustments in work specified as necessary a. Protect and support all water, sewer, gas and other pipes and electric wires encountered in this
to accomplish the intent of the Contract Documents, without increased colt to Owner. work and immediately notify the persons owing same, granting them pportun 'y to take such 10
5. SAMPLES AND SHOP DRAWINGS additional precautions as they may deem necessary.
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s drawl 4. EXiSTIMG UTILITIES
a. Submissions of
she/.` nimb. Any damage to adjoining properties, streets, or utilities, causes by any work under this Seection
Npi regu�rei- a. Where existing utilities not shown on the Drawings are encountered. support. Shore up. protect shall be repaired and restored to original condition at Contractor's expense. E . 9
same and immediately notify Architect. Allow entrance, opportunity and ample time for measures
b. Submission of wimples necessary for continuance and/or relocation of such sewices. Q
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Spe wade directly to office of Architect. DIVISION 3 nJ
b. Cut and cap all street connections encountered in the escavatinq along property line and mark -
C. TEMPORMY FACILITIES location so they can subsequently be located and reconnected aS required. CONCRETE
1. PARKING Of CONTRACTORS AiD SUBCONTRACTORS5. ADJACENT PROPERTY r
Vehicles shall be certain to park within those well defined parking areas or as directed by A'
•
Owner. Prime Contractor shall be fully responsible for protection of existing trees and planting A. Restore any damage to .djacent properties, streets, and the like .aused by operations of Contractor. 1WORK BY OTHERS
from damage by his employees' and/or subcontractors' vehicles• his employees, subcontractors and suppliers. to original condition without additional Cost to Owner. Hangers, inserts, sleeving for mechanical and electrical work; notify those responsible of proper time.
for placing.
2. 141.1.TELEPHONE 6. PUMPING AND DRAINAGE ha installed at Contractor's option during construction. If installed, Contractor shall pay
cherges a. Keep all excavations, pits. trenches, footings, etc.. entirely free from water. i. CONW
CONCRETE WORK
Conform to requirements of Uniform Building Code. 2 h.
3. TOILET FACILITIES b. Protect excavations from rain of water from any source during construction. Use suitable pumpingZi
1111
equipment or other means as required by conditions. B. CONCRETEfORMIDRK
Contractor shall provide adequate toilet facilities for his employees and/or subcontractors 1. PLYWOOD FORMS w
daring constrwctlow. Locate where directed. Keep In sanitary conditi0n. Remove when directed c. When operations are interrupted by unfavorable weather conditions, prepare areas by grading and3/{" B-B Concrete Form. Class I and mei, and OFPA grade stamped and labeled. Arrange joints as
aha disinfect pe�risets. compaction to avoid ponding and erosion. approved and/or detailed. Use for all exposed exterior and interior concrete surfaces. Set forms 4
4. ELECTRICAL SERVICE by instruments, all joints tight, all vertical joints plumb.
IIwill be provided by Owner for Contractor's use. 1. EXISTING LANDSCAPING
a. Any tree which is not noted to be removed on the Drawings shall be assumed to remain All reasonable 2. FORK TIES hem
S. WATER SERVICE care shall be used to protect these trees and their root structures during excavation. See 3.b. Provide approved metal type form ties. Space per manufacturer's recommendations per rate of peer 6 ID
Ower to provide water used during construction. Take care not to waste. Provide all temporary this section. Notify Architect of any trees that are in the way of construction and removal of employed. Wire tics and wood spacers not permitted-
connections. hose nozzles; disconnect and remove same on completion of work. such trees is desired. 3. CORING N
0• Gl II1M III' B. EXCAVATION Provide boxes for coring walls for mechanical, electrical work. Sizes and locations as directed by
supplement Article 4.15.1 of the General Conditions by adding the following: a. Excavate to depths noted on Drawings, as required for proper complet,on of all footings and mechanical and electrical subcontractors. I le
'Altar all trades have completed their work and just before occupancy. the General other subgrade level work, and cut to sufficient size to Provide ample room for construction of a CIWEER
forms, shoring, and bulkheading a. required. Cheater external corners of concrete with 45' 1/4" faced triangle strip placed in wood and plywood
Mark Ceatrecter shall:
forms'
1. Ya[eNlm interior of building. b. Backfill any excess excavation under foo'ings with concrete at Contractor's expense.
1 2. Nand dust and clean shelving sod cabinets. 5. TREATMENT OF FORiMS
1. Clean finish floor and floor covering. c. Shore and brace excavations where necessary to prevent caw-ins, and in accordance with all
Cat with approved lacquer-base form treatxmermt on exposed concrete. A.L. Morn "Ferm111m'. or approved.
4. Womb glass on both Bidet. and
safety and laws and codes. Fere oil not Permitted.
1 5. Leave building perfectly clean and really for occupancy."
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6. FONM REMOVAL DIVISION 5 2. Certificate of Compliance with Specifications and Building Department requirements prepared
Remsave all wood and plywood fords, creeds and screams stakes, and al; shoring and form supports. k1000 6 PLASTICS 1'y an approved testing laboratory which will provide continuous inspection of all menufactur-
Coesult Architect before removing forms. shores. and supports as to time for removal. Coeforw Ing or fabrication.
to WIC. Section 2606 (b). A. ROUGH CARPENTRY
3. I.C.B.O. (UGC) research recommendations of the complete ,trvs-joist unit.
7. RE-USE OF FORMS 1. GENERAL II
Withdraw projecting nails. Clean concrete from contact surfaces. Obtain Architect's approval Provide complete carpentry work as indicated. Conform to UBC renuirements for materials, methods and 4. Drawings indicating type of construction. fastening details. bridging and bracing details. I
before re•gsieig. attachments. unless otherwise noted. erection diagram, etc.
C. eOMLATE REINFOR NT 1. GRADING RULES AND SIZES 2. DELIVERY
1. GARS a. Sawn lumber
ASTM A615.741. A616-72, A617-74 $ A)06-74 Western Mood Products Association, each piece of lumber to bear grading stamp. marixiwe•••••••Limmal
Transportation araC Handling: +
D. Plywood Deliver to obsite complete. ready for installat on and undamaged in any manner.
40.000 psi 04 sonless otherwise note!. Auerican Plywood Association, U.S. Product Standard PS 1-74, each piece to bear grade trademark.
3. INSTALLATION
2, � c. Glued-laminated
A,mierican in-titute of Tinder Construction Standard Specification. By General Contractor per Sectlen A.
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s. Clean thorowyhiy of all bond reducing coatings and/or rust before plac'ng, 4. PROTECTION
3. MOISTURFraming CONTENT Field application of Penta Seal or approved on all exposed surfaces. se -
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h, Maintain concrete cover as follows: Framing lumber: 15: K.O. Finish Lumber: Its K.U. /
9 under and at sires of�ting bars: 2 inches at earth face of retaining walls end other C. FINISH CARPENTRY
wells as indicated. 4. STORAGE
Pile all lumber off ground. Cover all exposed surfaces with Visqueen, 1. INTERIOR FINISH LUMBER AND MILLWORK
r C. Support steel as required to maintain position. Place steel accurately, straight and true.
Footing dowels to match wall steel. Stop 24" above footing. Extend all vertical bars to within 5. PROTECTION a- Oak i
2" of wall top. Place top wall bar 4" from wall top, e4 bars each side and each corner of Protect all materials from damage by water and all ether causes. Cover as required and/or directed.
Window sills clear
opening; extend 2 feet beyond. Leave all work clean and defect fere at final cagietior. Door frames clear ";
Horizontal bars to run at same heights continuously around building. Base clear I s
6. PAINTER'S SAMPLES 4
b. Plywood . lig';
3. SPLICES Furnish painter with samples of all wood materials to receive stain finish. _
P4 x 24" x 24" bar at all corners and/or intersections of walls and of footing, unless otherwise noted. Douglas Fir 1/2" APA M.D.O. Ext.
Splice bars with 24" lap; stagger in adjacent bars. 7. LUMBER PATTERNS
Provide patterns as indicated, surfaced faces unless otherwise noted. "Z. W000 TRIM INSTALLATION. ALL CABINET WORK
4. TIES a. Gemmel
16 gauge black annealed wire ties at all splices. intersections. 02 horizontal ties. 10" o.c. vertical S. WORKMANSHIP Provide all wood trim and cabinetry as shown on Drawings.
bars. Best workmanshipby .:armful,
competent workmen.
0. CAST-EN-PLACE CONCRETE 9. FRAMING AND SHEATHING Interior
a. Structural framing lumber Jo not deliver materials to site until building is enclosed, heated and dried cut. Miter corners
1. Provide F of all end; longest lengths possible; scarf joints. Secure with finishing nails; set for puttying.
Provide all concrete work as indicated and including that required for mechanical and alae tri,el work.ERAL
Beams: DougTss it 'construction" grade unless noted otherwise on drawings. Concealed Columns: scribe to abutting surfaces.
Conforme to L$C and ACI requirements. All work 3 ibuglas Fir "Standard". Exposed Columns: Douglas Fir "Construction". Ceiling Joists: Douglas
.000 psi compressive strength. Fir "Standard or Hemlock K-D 'Construction". Steps, plates. blocking. bridging: Douglas Fir
'Standard or Hemlock K-D 'Construction". Prates on concrete: treated Douglas Fir Hemlock. Installation of finish hardwareedand/or
2. EMBEDDED ITEMS
Install M rare specified required to complete building. Mount at heights noted in
wall Sheathing: 1/2" cox Plywood with exterior glue. Root: 5/8" CDs Plywood, or as shown on Division P. Adjust movable parts to operate perfectly at time of final inspection. Make further
install inserts and/or embedded items as indicated and required to receive alL work. install anchor Drawings. Floor joists and root rafters: as noted on drawings• adjustments required during one year guarantee period. Deliver to Owner all keys after further
II
bolts as indicated. Verify sleeves for mechanical end electrical work.
10. RDIIGH HARDWARE operation of each key and lock; change combination of any lock for which keys are lost or missing;
3. MATERIALSProvide as necessary to accomplish strong, permanent structure. Sizes and quantities as required by all special tools required to install, Raintain and/or adjust hardware items.
a. Portland Earth
ASTM 0150-72 $ C59S-72. UBC and;or as approved. Before painting, staining or decorating work is •,torted, retiyhten all
connections and trim excess stock. Jam threaded connections to prevent loosening. All attachments int• DIVISION 7
b exposed framing to be hot dipped galvanized. co
71a for walls and slabs. a. Frac.inq anchors: "Taco" 18 gauge, galvanized. !rip-L•Grio, or approved.a/MTHERIML 6 MOISTURE PROTECTION ♦.m
b. Joist hangers_ "Teco" lsgauge. galvanized, "b' Grip. or approved.
C. Water c. Post caps: T, o" 16 gauge. galvanized. Provide two at top and bottom of column unless otherwise A. DAMPPROCFING
Orinkaole. detailed to' welded steel anchors- 1. BITUMINOUS DAItPPR+JOFING 0
d. Rails: FS FF-N-130; predrill holes to 751 of nail's diameter where necessary to prevent splitting
d. Colorl for exterior slabs o{wood. Unless otherwise noted, ail framing nailing to be smooth bright steel wire nails. a. Delivery of materials
A.C. horn black. 1 qt. per cubit yard. e. Belts: ASTM A-307 hexagonal head-holes;in structural uemDers to be 1/32" t" 1/15" oversize. Deriver in unbroken packages, manufacturer's original labels therinn-
ffie standard cut washers where head or nut contacts wood. After installation, cut belts flush
t. t with nuts; remove burrs. b. Surface_�irtyaration
As approved.
f. Lai screw;-: ASTM A-307 hexagonal heads. Predrill holes in structural members to 1/32" to 1/1f" Brusl"i off loose particles. patch hole: and cracks. Put surfaces in fit condition for dampproofing. I 111
oversize. For shank, 75: of diameter for threaded portion. Use standard cut washer where head
F. rising liquid contacts wood. c. Material
S and wTKs - West's "Floor Hardener and Johns-lanville, F1'ntkote, ATCO, asphaltic emulsion.
Sealer", Hillyard'a "Chemseal", or approved. 11. W000 PRESERVATIVE
9• 11'4:1:qn jOiAt3 Cuprinal Green no. 10. Dertwnrth Cu. for concealed work. Pentachlorophenal. Wood life, for exposed d. Application
iaapregnated 1/2" thick; 15 feet apart in exterior slabs. work. Apply without adulteration in two (2) heavy coats with brush or spray in continuous coating.
a. Application: Two heavy brush coats on all wood in contact with concrete masonry. Treat ends of No pinholes, surface breaks.
4. NIXING
columns. exposed beams. joists after cutting.
li
a. Ready Mix b. Pressure treatment: For sill. foundation plates, plates in contact with concrete, or elsewhere as e. Areas to De covered
ASTIi C94-72, _ 00 psi. Walls: Si sacks cement per cubic yard. Slabs: 5 sacks cement oar noted on 1)rawinga, impregnate with Pentachlorophenol in oil per 118C Standard 25-17, Exterior surfaces of concrete walls Extend from 2" below finish grade down to and including /�
cubicyard. Water: 6gallons per sack of ctops and sides of footings. Take special care to fill junction of wall and footing.
earerit, including moisture in aggregate. Slump: 7 t 4 12. FELT PAPER
inches.
15e asphalt saturated felt under wood plates on concrete. P. BUILDING INSULATION i
o. PLACING 1, GENERAL
Temperature of concrete: over 6D'F. Temperature of air: over 40 F., unless AC! cold weather 13. RDIIr,H CARPENTRY WORKMIANSHIP Provide thermal insulation, work as indicated. Manufacturers labels required on each piece.
requirements for mixing, placingand curinga. Carefully layout, cut, fit and erect framing to tree lines, olumb and level. Secure with .uffic-
are strictly followed. Verify satisfactory completion of lent nail., spike,. bolts to insure rigidity and permanence. Proviee for installation and support
1. 'VIERIAL
all mechanical tests on concealed work. Clean forms bearing surfaces, steel of all debris, rater, of all equipment and fixtures. Do not cut, notch, drill stew Lural nrmiixr•. without approval. Cutouts a. Roof ioi{ts
and/or frost. Deposit within one hour after water added to mix, Deposit in final position to avoid will be confined to center thirds of spans and or center line of member. Members shall be perfectlyOwens-Corning "Fiberglas" or U.S.G. Blown Rockrmool R-30, min, 9" kraft face.
re-handling or flowing. Continuous pours between section/panels/construction joints. Deposit walls in straight and shall be continuous except where splice details are shown.
12" layers until complete. Compact with internal vibrators and hand spading to prevent voids and honey b. Plates on concrete b. Walls
combs. Coat Previously Poured surfaces with bonding agent prior to continuing.
Level- foundation top for full bearing. Set on sheathing paper. Secure bearieq wall Plates with ,YwansWills-Corning "Fiberglas' R-11, min. 3" foil face. (.. mom
anchor bolts with washers - size and spacing shown on drawings. with 5'-0" mrxioum spacing and two at
Slab tolerances: 1/8" in 10 feet. Prier approval of Architect required for construction joints in walls. each corner• intersection. splice. c. Crawl spice
6. FINISHING C. Weltend partition framingCrawl Corning "Fiberglas" R-11 batt.
a. Coll Set studs l6 o.c., unless noted otherwise. Double top plates, stagger joints 4'-0' , lap corners. O
top or tops of footings. level to yield cans}ono contact. Stitch with 16d spikes 16' o.c. Triple studs at corners, intersections. Double stud at .iamb of 3. YgRkMf,NSH[P
b. Exterior slabs other than those indicated as exposed aggregate, light broom finish, straight lines. openings. Fire stopping B'-J" o.s . maximum full stud width. locate to serve as sheathing joing Apply in all joist framing exposed , weather. Apply blanket insulatioi, oehind heat and water pipes.
not wavy. 1/8" per foot gross slope. Float to slopes. edge to 1/4" radius. edges and screeds; blocking at exterior walls. Review door and window deteila for framing at openings. it
float edger marks off surface. ducts. Place with vapor barrier face toward wa-m side of room. leave 1" clear between Insulation
d. Roof framing • il
7. CURING teams: where plate tops are flush with beam tops, splice with 3 wide x 18" long 18 gauge gal- and ceiling surfacing. Fit ends and sides tightly; secure at intervals as reguirel to prevent sagging •w Maintain fallowing concrete temperatures: vanized strap with four 16d spikes Into plate and •oto beam or as indicated on Drawings. and infiltration, esiiecially at joist roofs. Pack all voids around openings and et fire stops, withouta. With Type 1 cewment: 50"F. for 1 days. Joists: Set with crown up. double headers and trimmrers. Lap and spike together ovr bearing breaking continuity of venting area above insulation. EC *
With Type II timer!; 50°F. for 2 days. unless noted otherwise. Vent all roofs and overhangs. Space for eluruing. piping and C• SHEET MEAL WORK J
b. Protect all surfaces from sun, rind, rain, Traffic, freezing weather. recessed lights. m
C. Keep forms wet until remained. e. Sheathing I. METAL ROOF FLASHINF, AND TRIM m
moo': Apply with tong dimension horizontal. Start with full sweet at sill plate, stagger end a. Genera!
. i
8. CLEANING AND REPAIRING joints. Secure with Rd common nails at spacing shown on �rewimis at sheet perimeter and Provide all sheet metal work as indicated, required for eate,t' t ob. This shell include all
lii!
9h j W
Complete the following wore immediately after form removal. 12" o.c. in middle. items not specifically mentioned In other specifications sections. All material to be best
a. Form t(IE hobs f. Blocking commercial
Fill with comment mortar mixed dryas ruuT1 width of spaces. Provide for support of all fixtures. finishes. Solid blocking between quality. Verify dimensions at building prior to fabrication. 0
Practical; ram solid and finish flush to match adjacent ?xl blockingfor anis^
Surfaces. foists over all bearing 7" less in height than joists. D q- b. Materials W
b. ye{� tawal is g. Bridgingba manned steel: 4nnco "Zincgrip" Republic "U-lay", Copper Bearing. if supplied with
` Bac cross bridging 10'-0" o.c. for roof joists. or metal bridging as approved. Patntgrip or Painilek finish, prepainting treatment noted below may be omitted. t2 1-
iii t1T with anent mortar mixed dry as practical; rem solid and finish flush to match adjacent h. Sacking
surfaces.
C. std_ surfaces 3rnvide all wood backing, furring, stripping or blocking as indicated or required for installation Lead: ASTM B-29, Gradell. 2 lbs. per square foot.
and attachment of all hardware and work for all other trades. Plasti. cement: Asbestos and asphalt product by Johns-Manville or Carey. `m
'Fins; patch to match adjacent surfaces. Leave surfaces clean, smooth and straight.
d. Patch and/Or caulk around all embedded items. B. PREFABRICATED STRUCTURAL_WOOD Nails: Same material as metal.
9. SPECIALLY FINISHED CONCRETE
Exposed sp�ryeste concrete, materials same as listed1. GENERAL Shop Painting: Clean withi
gasoline. Coal with copper sulphate solution, 8 oz. to gallon of
under Par. D. Subpar. 3., except replace 300r a. Scope of Work: water. Let set for 12 hours; dust off with stiff brush. Paint all surfaces with one coat of
sand with 3001 S/8" minus gravel per cubic yard. Ru sol C/S retardant. For finishing. float and Design. manufacture. and deliver prefabricated flat tr•us-joist units and prefabricated pitched red lead. Touch up damaged areas.
edit see as betels finish slabs. Spray with retardant; cover with kraft paper. Remove layer of roof trusses as shown on Drawings and/or described herein. ID !Irl
retarded mortar with water jet and stiff brush to uniformly expose and clean mortar off surfaces of c. work_-_anship
aggregate. Spray with curing liquid. b. Standards: (T) General: Break lines, edges s;,awn and true. Reinforce as required for stiffness. Allow for It
Conform to all requirements of UBC and of local building authority having jurisdiction. expanslon, contraction of metal and adjacent materials. *lints and seams neatly fr.rmed and N
finished. Surfaces free from waves and buckles. Nike exterior work permanently watertight. N
DIVISION 4 c. Acceptable Manufacturer: Set in mastic. Foran to details and/or as approved.
MASONRY
Flat je.•es: Trus Joist Corporation - 9777 West Chinden Blvd., Boise, Idaho or approved with glit
approval prior to bid. (t) Fine and counterflashin3: Eposed workoy - 26 gauge. Concealed work - 24 gauge. Shop
Ne Mart This Division soTder corners; 12 longeach 1 Use concealed fasteners where possible. Where
DIVISION 5 d. Submittals: necessary to expose nails, use large head nails capped with mastic. Bed joints, splices in
METALS Provide (4) copies of the following: cement; lap 3 inches; nails 6" apart maximum or as requ M ed by roofing manufacturer. Extendkik, .I) A
A. MISCELLANEOUS METAL 1. Complete stress analysis of each truss design and test load data prepared under supervision at least 6" onto roofs and walls.
• of a State of Washington Registered Professional Engineer. (5i boar and window flashing: Extend 2" up vertical surtaces, babied finish construction.
1 6ENERAi. ProvTd'e on all door, w ndow, other opens-qs•
iro.ide all miuellamitotms steal aAe trop rprk as Indlcatrd. Conform th A15C requirements. ASTM A-36 steel.
2, WOIIOIIrISHIP rii Fl"
VIIMENNOINMIIIIIIII
Mt1Mrs p11fiedperAlb to prrfOmsiwortasindicatN. Fullpenetrationmelds, continuous back bead,
j� fw l l length.
•
Tull soldered blades. Weatherproof2. PRODUCTS
(4) L��!l1vvfgn and air intake 20 gauge stepped blade design. C. Doors s f sheet vinyl fluorin Armstrong vinyl codon, heavy gauge (.090") "Palestra" series.
Ramowblot 1/4` ga iiiiired scraee. frame. (mTynn- son GJ-W825. Provide one or each doer leaf in building. Mount on vertical Y g:
surfaces to solid blocking at known height. 3. INSTAIlATION
(S) Ve�itilator_V Provide as shorn oe Drawings. d. Thresholds a. Inspect subfloor surface for imperf.ctions which will adversely affect final work. M4ke all
6eaco,Reese. Zero with interlocking weather and sound seal. Set in full bed of gestic. Leave repairs to surface as required.
2. KIIIIISPOUTS free of burns. defects. Provide for each exterior and/or each hollow metal door.
a. DwnSeeels e. Closers b. Install in accordance with manufacturers' printed directions.
Torn as shown an Drawings of 18 gauge material. interior: Russwin 2800 Series.
b. Finish Exterior: Russwin 2810 Series. c. Wash with neutral cleaner after floor covering and bases have been set sufficiently.
Paint to match adjacent materials.
' GLASS AND GLAIING D. CARPETING
D. CAULKiNG AND SEALANTS1 GENERAL a .,
1. GENERAL
1. GENERAL Provide all glass and plastic glazing work as indicated. Conform to Flat Glass Jobber's Glazing Provide and install carpeting In all roams and areas shown on the Drawings. Submit samples of
Provide all caulking work as indicated or required around windows and door frames, and places Manual, Verify glass size in field. Work under cover if raining. Temperature above 40 F. Double carpet in manufacturers' standard line of colors for Architect's selection.
noted on Drawings. or as required to obtain watertight ronstructinn. glazed or trifle glazed as indicated or directed. Wood stooped windows to have 7/R" or 1" insulated.
2. lATE111A15 Size as indicated. 2. PRODUCTS
irff].-
A. Caulking comOOund a. Carpet
Elastic, non-staining, A.C. Horn "Vutcatex", Pecora compound. Pacific putty "Pers-Seal". 2. MATERIALS To be., Jutectwining. staticwicontrol,iefire retardant.
Finest 'Elastic-Seal". a. Clear glass To be selected by Owner with Architect's approval.
h.S 1. lifts oP to 100 united inches or 7 sq. ft. 3/16' crystal for lite; up I'D 45 sq. ft.
b. Color of caeIneend D. Adhesives and Seam carpet
_ ;
and alp transdns and sidelites at doors. 1/4" polished Plate for liter over 45 square feet. As recorsmen ed by carpet manufacturer.
tt a jacent surfaces unless directed otherwise. All glass to be insulated glass, "Envision". "Millgard", "Bell "Twinseal' . I W
3. INSTALLATION
c. Caulking primer b. Mastic for Glazing Lay carpet following recommended procedures furnished by the manufacturers. Miminum of seams. Use 1 1 - . ;
Nior as recoammeeded by manufacturer of caulking compound. Metal windows: DAP 1012 glazing compound, or snap on beads. no small carpet strips. -won
d. Caulking stop 1. WORKMANSHIP Remove spots, smears, stains. etc. immediately with a material recommended by manufacturer. Sweep .
Owens-Corning "Fiberglas Caulking Stop". or approved. a General and vacuum carpet surfaces c;ean of all foreign material. ^L�
Prepare surfaces for complete mastic adhesion. Thoroughly clean glass and frames of dirt. E PAIY_TI.G
3. WORKMNISNi? dust. Embed glass to achieve a cowOlete, permanent, watertight seal. Butt outside stops
a. Preparation snugly and secure witi galvanized nails ;paced to prevent infiltration and distortion. 1. STANDARDS
Dake sure that spaces to be caulked are clean and dry. Priee porous surfaces before caulking. Set nails for puttying. Set interior glass dry unless noted. Conform to the minimus standaon for materials and work as set forth in the "Architectural Specification
Manual - Painting, Wallcovering and Gypsum Wallboard Finishing', latest edition, published by the
b. Caalkim1 b. Cleanien Painting and Decorating Contractors of America hereinafter referred to as "ASM".
Follow manufacturer's directions for mixing and applying compound. Apply with gun having nozzle i eve glass labels after approval. Clean glass and adjacent surfaces on both sides. Replace
of proper size. Use sufficient pressure to fill joints and voids solid. Superficial pointing all glass broken prior to final completion. 2. MATERIALS
leer
with skin bead not acceptable. Highest quality products manufactured by Benjamin Moore. Cowman-Campbell, DuPont. Fuller, National
c. Guarantee Lead, Olympic Stain. Parker, Pittsburgh. Pratt i Lambert, Preservative Paint. Sherwin-Williams or
C. Claming Contractor shall an hereby does guarantee ylazing to be weathertight against ordinary wear and approved.
live excess cgmeo:and and leave surface neat. smooth and clean. Complete work prior to usage for period of two years from and afte" final acceptance of the building. This guarantee
beginning of paimti..g and decorating work. is an extension of the one-year guarantee of all work called for it the General Cond�tiocs. 3. EXECUTION
E Conform to ASM, standards for preparation of surfaces. appliication, and cleaning. ,,++
SKYLIGHTS E. METH WINDOWS -. AL1M•1MUM 4. EXTERIOR PAINTING AND FINISH SCNSDULE V g
1. GENERAL 1. GENERAL The titles and code numbers used hereinafter refer to the ASM manual unless otherwise noted for type
Provide •�
all skylights as indicated/detaileu on Drawings. Provide cue'plete alumioum window work. Fixed or sliding, as indicated or directed. Verify all of iurfa coeitinqq and_grade Provider the work a shwn on Drawings and scheduled hereinbelow. Submit W
2. �11SS dimensions by taking field dimensions; proper fit and attachment to adjcininq work is required. saeples of menufa't4rer' for color Scec,ion by Architect. 4.a
lit
Tampered, insulated. Untinted - Non reflecting. 2. MATERIALS EEa. x 1 4-A, custom grade. flat. one color. Use this finish on metal doors, frames, flashings, etc.
Fentron Series 730 w/ther+mal barrier as in.icated nr directed, or appooved, vinyl plastic weather b. Ferrous Metal.
A ...
3. INSTALLATION stripping, bronze anodized aluminum finish. Miter corners, dress and furnish to match ad acen` surfaces. Ext. 12-A, custom grade. semi-gloss• one color. Use this finish on pipe handrails.
Contractor to fabricate and secure in an approved watertight manner leaving no unsupported glass
span of more than 25". 3. INSTALLATIOI4 c. Traffic Marking: CO
F. CEDAR SHINGLE ROOFING AND SIDING Set as detailed and according to window n+anufacturer's directions to achieve weather tight in- Ext. 8-9, premium grade. two colors. Use this finish on driveways and parking surfaces. ,j'
stallation. Set in mastic. Leave work operating perfectly. scratch and defect free until final d. Wood Shingles, Roofing and Siding: o
1 GENERAL completion. Clean at final completion. Ext. 4-A, custom grade, color to be selected by Architect.
Provide and install all cedar shingle roofing as indicated on Drawings. 5. INTERIOR PAINTING AND FINISH SCHEDULE
2. MATERIALS DIVISION•9 The titles and code numbers used hereinafter refer to ASM manual unless otherwise noted for type of
A Label western red cedar shingles. G.-ode No. 1 in 16 inch or 18 inch length. 12 lb. asbestos FINISHES surface, coating, and grade. Provide the work as shown on Drawings and scheduled hereinbelow. Submit
building felt underlayment for roofing, 15 lb. :wilding felt for walls. samples of menufacturer for color selection by Architect.
3. INSTALLATION A. GYPSUM DRYWALL a. Woodwork:
Conform to method of construction for expo-er+ fastening per Uniform Building Code and UBC 1. GENERAL int. 1-G, McCloskey Tungseal Penetrating Wood Stain and finish, color as selected by Architect.
el
Standard 32-14 for special Purpose roofing. Provide gypsum wallboard flni;hes and texturing work es indicated and directed. Conform to u.S.';. Use this finish on all standing end running trim, doors and frames, window trim, etc. where stain A
Gypsur Drywall Handbook. Cover all surfaces of framing. including closets, recesses. surfaces is scheduled. ori
behind cabinets. Store in watertight location, off floor. b. Gypsum Wallboard: . Co)
DIVISION. b Int. 3-F, custom grade, semi-gloss. Use this finish on all walls and ceilings where "paint" is
ODORS i WINDOWS 2. MATERIALS scheduled.
Gypsum Wallboard: 5/8' USG regular for all new work, application as required, Nails- 1-5/R'
A. METAL DOORS AND FRAMES 5d cement coated for 1/:" S 5/8" GIB. Metal trim USG at corners shall be ''urabead Mo. 101 size es c. Galvanized Metals:
required; at abutting construction 200 B. Joint treatment shall be USG Permratape ;ystem. Int. 13-A. premium grade. semi-gloss. Use this finish on all galvanized metals.
1. GENERAL
Provide all hollow nm
metal doors and pressed steel door frames shown on Drawings. Conform tc corercio• 3. WORKMANSHIP d. Int.
ExposedFerrousMetal:
standard CS 242-62. a. We11Doa�d 1127-A,, premium Timm, semi-gloss. Use this finish on all metal doors, frames, etc.. Ann,
Temperature of ;'ace - 50 to 70 F. for two days before, during and after installation. are not nalvanized. J
2. MATERIALS Apply perpendicular to framing. Accurately Cut. fit; stagger end joints on same side of i, WAh COVERING
wall, and on opposite sides of wall. Sand all cut edges; butt joints loosely. No Joints
Full flush-hollow steel construction,designed inch thickness. Design thick.as shown eond Drawings. Lights 1. GEnERAL
shall be as shown on Drawings and forglass up to 1/4" Pressed steel frame with to occur on or within 12" of jambs of openings.
ng16Scope of work: ems
r.":11711(."".."."1")
minimum R/8 inch atop - fabricate with 16 gauge steel. Provide and install field applied wall surfacing where shr+wn on Drawings. Submit samples of
3. INSTALLATION b. NSif ail
nails 3/8" to 5/8" from edge of sheets. Stagger along joints; space nails 1" o.c. guximmae manufacturers standard range for color selection by Architect.
Bottom clearance to be as required at threshold to seal against weather and noise. Dimple slightly below surface; do not break paper. Mail from center of sheet and work toward
edges. 2. MATERIALS 1b)
B WOO DOORS a. Same as resilient floor covering for Wainscot ;48" high) el around in toilets. Refer to Q
c. Notal trim Division 9. Section C.
1 GENERALrovidall wood doors as indicatedma
and/or scheduled. Conform to C" crcial Standards (CS) noted. APP straight and true. Miter corners neatly. Set snugly to abutting construction. Lengths b. Trim:
as long as possible: joints flush. Aluminum cap. trim, finish to suit selected. Q •
Water resistant glue CS-SS, Type I and i!. Match face veneers of double doors, panels over doe-s.
d. Joint Creatment c. Vinyl Wall Covering: 0
2. MATERIALS Temperature 55 to 70 F. Apply to all joints intersections, over metal trim. flange. nailheads. byheavy9
r 1 KOrolite as manufactured B.F.B. Goodrich. For wear walls as indicted or. Drawings. �
a. Panel and sash door
1mPson r Co. flush door, interior doors. 1-3/4" solid core oak, scuffs. Properly prepare surfaces. Apply first coat and embed type, let dry. App y second coot ICI
and feather edges. Let dry. Apply third coat of thinner consistency and, after drying, sand 3. INSTALLATION amt
3. INSTALLATION slightly to insure smooth surface with inconspicuous joints. Do not stain adjacent material. kefer to Division 3, Section C for installation of Wainscot in toilets. For vinyl wall covering, r
o §
Bottom clearances &s follows: Keep floor surfaces free of excess joint material. install as recommended by manufacturer'.
3/8" at resilient flooring and carpet. e. Texturing W
As reeuired at thresholds to seal against weather. Aoply io roams, surfaces as indicated and/or directed. Provide all texturing in Base Bid. Mask DIVISION 10
•
C. FINISH WIROWARE and protect all adjacent materials. Obtain sharp division between types of textures. Completely SPECIALTIES
1. GENERAL cover all wallboard surfaces. Spray apply all textures in two coat application. Apply uniformly.
Light texture il.T.j: Mix joint cement compound; spray to obtain well peaked stipple. A. TOILET- AND BATH ACCESSORIES
Furnish complete finish hardware work as indicated and/or required for proper operating, fastening,
M tem
locking of ail movable parts. Submit schedule. Obtain Architect's approval of all work before 1. MIRRORS
ordering. List all catalogued cuts of all specifications deviations. f. Cleaning Pittsburoh. or approved, copper backed- standard silvering. 1/4" thick x sizes as indicated on
Pack and mark each door separately; include necessary fastenings, instructions and special tools. surfs es, adjacent surfaces to completely remove debris, splatters. leave H airs and other Drawings. W
surfaces, spaces in proper condition for application of other materials. :011Key all cylinders as scheduled. Nester and grandmaster as directed; furnish two ;2) keys for each 2. TOILET PAPER MOLDER t
lock. B. ACOUSTICAL TREATMENT 815 Cweco
Factory represeifative for iocksets shall instruct Contractor on proper method of installation and
shall adjust all items at job completion. 1. GENERAL
Provide acoustical work as indicated. 3. TOWEL DISPENSER
2. iATERIALS
Bobrick 83803 for handicapped restrooms; Cweco 990W for other applications. g Impw
Firm name listed first is preferred; other firms may be submitted for substitution. Subcontractor 2. MATERIALS VP
to verify all hardware with Architect before ordering. All finishes to be US 10. a. Suspension system 4. GRAB BARS
EmeMia Tee grid, white painted cold roller' steel members with appropriate hanger wire, ties Tubular Specialties •2040/R-1
14114
e. But and carrying channels.
5. SOAP UISPENSER
Ii♦ger. lkKfarrey• Lawrence. Stanley. All butts to permit iuli open door to clear trim. Boraxo 37
1.1/2 pair per door. b. Acoustical ceiliet units
tire
l�iwstneisj hniboarWr, /4" x 48'' x 5/8' lay-in units. Fissured design.
rom head rabbet to top of hinge, 10" from finish floor to bottom of bottom hinge. 6. SiGNS
Middle hinge centered equally between top sod bottom hinges. 3. INSTALLATION Forencliff (men; women)
b. kilts and lateNllets Install ceiling units in lcvel plane with straight line courses. Place units to bear all arounu J
on suspension system. f
main. - Austin Series• Exterior - Ashford Series. Provide on all exterior doors DIVISION 11 �' names,
alike. 2-3/4' becksct. C. RESILIENT FLOORING
Strike
15R-m jpe with lip protection as required to clear trim, from. Dummy knobs to match latchset. I. GENERAL EQUIPMENT
Functions es iMwceted, &prove!. Mamnting: 38' to knob center. Provide and install sheet vinyl flooring with self coved base shown on Drawings. Submit manufacturer's Work this Division to be coordinated by Burkhart Dental Supply C . Oki
. standard range of color samples for selection by the Architect.
It I..„.4:.. ,
Mil ��lt►il�►t11 11i1I1 IlG►i[t►.; ► 1� ttleli!tfrit(m!t►tL►►I,IkL(tlk�ilthIiiiI.�tlti.la�.1
DIY'SIOM 12 D. SOIL AND WASTE SYSTEM Fixtures shall be carefully located and neatly installed. Verify mounting height; with Owner if not , '
se FIiINMLSMINf,S I. WIRRAL
shown on Drawings. Permanently connect identified neutral of lighting systeees and -.onduit systesi to
Conform to Code. State end local health department rrgufrements. Securely went all work as required to men water service. Double locknut all conduit entering panel boxes and exercise care to insure
A. WINDOW BLINDS protestpiping sagging, continuity of grounding connections throughout job.
support, pf in without sa g, damage. Caulk aratti9 pipes through sleeves; watertight.
"�
I.
« *� �i r 2. MATFRIAL S E. LIGHTING FIXTURES
o
"rovIe and Inst•,. tined: res specified and noted on Drawings. Full height and width of See Par. Be. this Division. Provide as indicated
•inebw. Approve color selection with Architect. on fixture schedule,
Verify maximum 7 watts/s.f. Conform to Washington State Energy Code. t
2. MATERIALS
3, WORKMANSHIP
`f Cawdor "wavier+' or Kirsch 'Flexalum Decor Blinds". Extend cost iron pipe 5 feet beyond building wells. At turns, use largest angle pf ie possifle. locate
sleanouts where piping changes direction, as required, to comDleteiy ..lean lines.
3. INSTALUITION 4. TESTS _ I I
Install with maximum 1/2" clear on each side of blind according to aeanufacturers instructions. Perform all tests before concealing any work, repair leaks, In absence of Code requirceents, ase following
Meant securely to window head, method: fill system with water from 10 ft. high standpipe. Let stand 14 hour without appreciable
drop in water level. ENO, SPECIFICATIiNS = 1
?, I j
in
DIY-ISION lj o. CLEANING
Flush soil and waste system with clean ..ata•r: then fill with disinfecting chlorine solution as required
SPECIAL CONSTRUCTION by local sanitation department. Retlush with clean water.
li_______
No wort this Division.
F. CENTRAL OXYGEN & NITROUS OXIDE PIPING YSTEN
DIVISI-51'57-NS 14 r.
CONY IgG S 57-NS I. GENERAL it
No work this Division. — Furnish and install copper tubing. Conform to Dutldinq and fire Lodes. State and local health
department requirements. Securely mount all work as required to support, protect piping without
DIVIsiioh 15 sagging, damage. Caulk around pipes through sleeves; watertight.
VECFNNIt/e1 t. MATERIALS
A. f.ENERAL__PROYe.ISIONS__COCFS AND_STA_MDARDS a. Use type "K" or "I Pre-cleaned, degr►ased, capped copper tubing.
1. GENERAL o. Use 1/7" O.D. tubing for oxygen lines.
Provide complete mechanical work as necessary; e.cend from serving utilities to and throughout project c. Use 3/8" 0.0. tubing for nit:-aus oxide lines.
Facility to achieve complete and operating systems. Contract'r to provide all materials and labor,
except labor as noted in Par. 3 below. d. Use silver solder at all joints. elder wast ha
d. paint of at least i000 F. ll
e. Mark pipelines every 20 feet. Blue for nitrous oxide. Green far ,.xygen.
2. PERMITS f. install q ui.k �'onnect Loxes and tank room manifold supplied by dental 'Sealer.
Provide permits and pay all costs to complete work, incl.'ding charges by utilities companies for
connection of services.
3, TEST SYSTEM FOR LEAKS
3. WORK BY OTHERS a. Use water pumped dry ritrogen
Earthwork and concrete b. General Contractor; this contractor to direct and coo-dinete layout. Wiring
and hook-up to eleetrcc motors and controls by Electrical Contractor, D. Fill system to 150 n.i.
c. Disconnect nitrogen tank. .i
4. CODES
All material,. workranship and design shell confcirm to leefoll:wing codes, requirements: Uniform d. System should hold pressure for 24 hours. Allow h psi for temperature 'Sifferenees.
Building and Plumbing Codes; focal, state ordinances, codes, r.wtlatlnnc; tetirerel Board of Fire
4. FIRTHFR INFORMATION
0
Underwriters lahnratories; local serving utilities; American Gas Association. ,anform to City of
Port Angeles requirements. Refer to "Standard for Nonflamsgble Medical Gas Systems NEPA 56 F and 'nanufirturer's inctaliati .
literature.
we
5. MATERIALS o
New and in original containers. (act' item to be by same manufacturer throughout project. F. PLUNBiNG FIXTURES AND TRIM 0
6. DRAWINGS I. GENERAL
CS Cti
Are dtaeramr•atic with locations approximately as shown; exact locations a,eo mounting heights of all Locate and set neatly, accurately. lieiglet as directed if not noted. Provide all fixtesrYs with
work subject to Arcnicect's approval. Verify all dimensions of work. ' i lulling furred ,partes. fillings and trim, as selected. Color as selected.
chases as required. Coordinate and verify mechanical work with wcrk .if all other trades. Plumbing Fixture Schedule:
7. CUTTING AND FiTTINS Lavatory - Ko11Ter'K-205-F. Self-Rimini), Farmington, color as selected. w!a!l fittings, or approved.
Water Closet to satisfy handicapped requirement by Kohler or approved. 1421)
Carefully cut, fit for neat appearance. eo not cut structural framing members without approval. Hose Bibb - frost proof type by Kohler or approve-i.
Coordinate ro•iting of all ;Perk to avoid structural elements and/or conflict with other work.
G. HEATINGVENTILATION AND AIR CONDITIONING SYSTEMS / ED
8. WDRVMANSNiP 1. GENERAl. E
Best quality. neater completed. Conceal a'l piping except as noted. Exposed work to run parallelProvide and install a complete heati ventilatingand air conditio in system as herein s
or perpendicular to adjacent surfaces. !lean up all debris. Do not cut, thread pipe over unprotected ng• q y pacified.
slabs. surfaces. Set all sleeves, .Poxes for work in concrete. Before final acceptan•.e. demonstrate Comply with all codes (including Mashington State Energy Code) and ordinances governing work. ID 4CC
to Architect's satisfaction that systems function properly. L. MAiER1AL
q. GUARANTEESa. liens Puma:
2 d.
Provide written ouarantee of sat.sfactc eret,on of all parts of mechanical systems. and repair, from r and outdoor units as supplied by Carrier, Lennox, xlestinghouse or approved. Size as
may to ermined by required temperature range and ventilation revuiranwnts set forth by code. All areas
re-adjustment withnu" additional charge ny defective material or workmanship furnished which
show itself within on" year from date of •.,�al acceptance. to be served by heat pump. Provide "Economizer fresh air system.
10. FINAL SUBMITTAL TO JiNEk b. txhaust Fan/Toilet AreaiShower Area:
Furnish and install complete seedling exhaust fan system. Fans shall be
One complete set of any special tools,hay-. identify use. One set marked up drawings showing exact (i) Fan: Nutone Model 9817 or approved.
route. locations. and depth of all water 5 sewer lines. One bound set of al! maintenance and operating c. Ductwork:
manuals, eaantefacturer's guarantees. Two copies of guarantees.
All sheet metal shall be galvanized steel nr sheet aluminum•. ranges and assembly shill be in
S. BASIC IATERIAIS ANC }ETlgOS strict accordance with SMACNA guidelines. Supply registers shall be anndieed aluminum and shall
1 iatHERAL have moveable vanes and an adjustable downer with et screw for locking. `
Return air grilles shall be anodized fixed 40 deflection and opposed blade dampers. 1 i
Prs.ride complete plu bieg and drainage work. Contractor to provide all materials and all labor. Provide duct layout drawing for review by Architect.
moms
Prior to starting work. verify all existing and/or proposed inverts and elevations of public,
private utilities and coordinate with new work to maintain 21 grade on new work. Provide riser d. leemperaturc Controls:
diagram as required fur building permit. Provide all automatic temperature controls as required far control of heating, cooling, and
i
2. MATERIALS ventilation system. Provide "Deadband" controls for H? Pamsystem. provide time clock controls
for all heating and i+YAC. N
All materials to meet or exceed all applicable sacks and requlatiins.
a. Pip�ets and_ fitt_lle DIVISION 16
~ells. pT stic pipe S.D.W.V. schedule 40. standard weight galvanized. N
(1) A.8.5. Flasttc,pipe: All storw,weste, drain, and vent lines. ELECTRICAL •
(2) CrYvanizia—steel with gelranized malleable iron fittings: All hot and cold water lines, Q
&'dulc ;67 —— A. BASIC MATERIALS AND METHODS
(5) r. ger eprion: Except for work in concrete, the following streamline products may be used:
5e) l with yellow markings: Waste, drain, vent Sones above ground. amm. On
I• GENERAL
(D) Type K with green markings rater lines below ground; hard tenger for exposed waterel
provide complete electrical work as indicated. d ver
lanes above graifs are dttyranwxatt:, dimensions. door swings,
ted. and locations of all outlets shall be checked and verified on the fob. Right is swerved to wqake
ork
r,
(c) Type L with blue markings: Concealed ester lines above ground. reasonable changes in location local• eug -in without additional expense to t. -labeled.All work shall
(d) Fittings: Above ground solder ioints, below ground conform to code. conform to Vational, State and electrical codes. All equipment to be :J.L. Notch
(4) Vent Fla h1n9s: 4 lb. smelt lead, 12 inches f square. Turn dors 1 inch into pips, structural members only as approved. Conceal all wirt.q rues in construction. Provide panel diagram
(3 �mtDpsl rim end pt !n3: Chrome plated escutcheon, supplies, trap, with cleanout plug,
as requiree by City Light. gofer to dental equipment �.unplier diacran, for spec ific electrical loads W
stops. Ttops on a supply pipes at each fixture. and locations `or dental equipment. 2
.. I
C. WATER SUPPLY sySTEli e. MAiLRI:LS w
I. GENERAL a. General
Conform to Code. State and local health department requirements. Securely mount all equipment to solid All materials hall be mer, free from defects, of quality :pec hied herein and on the Drawings,
blocking. Co-ordinate blocking requirements with Contractor. Mang work as required tc support, protect an approved and listed by Underwriter's Laboratories, Inc. nor the purposes for which ;hey are
piping without sagging, damage. Csulk around pipes through sleeves; watertight. to be use... Each type of material shall be of same make and quality throughout work. Refer to w
Dental (giro/lent Supplier diagram for special requirements for dental equipment.
2. MATERIALS D. Raceway's t
See Paragraph 32. this Divislpe. Cliff conduit in concrete and underoroind. Conceal
9 Farr dnduit elsewhere. all conduit and wiring. 1
Mot water l Tank size and circulating pump size as required for immediate delivery of hot c. Wire and CableI
water at a outlets.
Cjn7wi 6
�r —NNonoral Electric Code requirements. 1 a
3. MORKPAII5HIP O. Wiring devices t
Air (isobar 12" long each hot and cold pipe at each fixture and at ends of runs. Layout work to enable Tibe Ivory. Arrow tines, Wlie.t mechanical flush tumbler.(isobar
systems to be drained through fixtures. stop and waste valve in chamber at building. Extend watts 10" Plug receptacle, weatherproof (grounding typal Duplex receptacle, rated 15 amp. 125 volt AC.
above roof; penetrate roof no closer than 5 feet from fascia; conceal offsets if required, combine 1-were grounding with--2 gasket spring- covers (P75 04500 cover).
. vents where possiele for least amount of roof p*neteations - verify roof penetrations with Architect. e. Wtring_devices and plates
4. TESTS rryent ivory Tor?lush devices aid pressed steel plates for surface devises.
LI
Perform all tests defer* concealing any work; repair leeks. In absence of Code requirements, use J. INSTALLATION
following .tthoe: place under hydrostatic test of 125 psi for 24 hours without drop In pressure.
Mounting height of outlet boxes, unless otherwise noted on Drawings, shall be as follow::
S. CIEANINi Switch in wall: 48" above floor to bottom of box.
Flush with clea,i water. Then fill with disinfecting chlorine solutinn as required by local health Convenience outlet in wall, vertical position: *12" above floor to bottom of box; *42" tt 316" high �;
depar hent. cabinets.
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