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MAY 25 1, 1990 i GwNoP`/ o� ✓COAL a�,GV�''es Two WALL, -- --- -- ___ ---- -_ md r � 101 -- - -=xxrsssuazz sr V x; � • - - _.--_ L�4 --_. o- �`, l.GG K OUTS j N DE� i --; - , N, �J �- N3T nlJ 01 Fj 0 LO Ll�Yv1T �PLt�a �YSTCM - � j i I r - ---• - -- � u7 ----- - - A - _� L co — � � � Lo amp womp r � � � �/4 . 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P 1 . 1 This building is designed according to, and to be she General Conditions of tlt . Contract for 1 . Label each docelment PROJECT RECORD in 2-.inch Const_ructiun of Builcring , + built in compliance with, the 1982 Edition Uniform + r A. I .A . Documents A-201 high printed letters. [F Building Code with Oregon Amendments . G� � -� A August 1916 Edition, is hereby made a part -)i this 2 . Keep record documents current.. ?� DIVISION 1 GENERAL RE?QUIREMENTS Job Notebook, even though no'-- !_,ereto attached , .3Do not permanently conceal any work until - -- 1 . 2 The project is to meet the requirements of all City required information has beer recorded . 1 - �f Tigard zoning and development standards. rC� 01000 SUMMARY OF WORK 01(115 SUPiLEMENTAL GENERAL COrJDI`IIONS 4 . Contract Drawings : Legibly mark to record �n 1 . 3 Public streets sidewalks , curbs and utilities are to actual construction: ✓ i A. INSURANCE REQUIREMENTS ' A. This project includes preparation of the site and be constructed to City of Tigard standards. a . Depths of various elements of faunuation in p j p p relation to door elevation. construction of site improvements within the contract ill TL,e Contractor ' s insurance r.equirPments spec.ificed in limits; specified construction of a one--tory, wood Articles 11 . 1 of the General Conditions shall riot 010711 GUARAWTEES b. Horizontal and vertical location -- underground utilities and appurtenances framed retail building of approximately 5 , 600 square have limits of less than the following: referenced to permanent. surface feet , and construction of a 2 , 700 sq. ft. separately 1111 work on this project shall be guaranteed to be free defects in materials and workmanship for period of improvements . „� cr, 0,designed 7-Eleven convenience store. Project includes a. Workmen ' s Compensation to the full extent from P a p C . Location of internal utilities and j ♦ E ) � paving and on and off site improvements as noted on required by applicable laws. one year fro►n date of final acceptance '_, the Owner . �/ f Defective work and materials shall be replaced by the appurtenances concealed in construction � 7 O sheet (IA-1 U') (unshaded areas) . b. Employer ' s Liability Insurance with a limit o_ referenced to visible and accessible d� responsible subcontractor at no cost to tte Owner . See $2. 0 ,000 , f features of structure. rij `0 Drawings and separate specifications of a 7-Eleven C. Comprehensive Genera'. Liability Insurance, also Section 01700 CONTRACT CLOSEOUT. d. Field changes of dimension and detail . [.L, N retail store , model 6040R, are included with retail including Contractor ' s protective, comp eted r 01080 CHANGE ORDERS space drawings and are a part: of the contract , operations and contractual covering : t ' on of 7-Eleven drawings are noted on 7- Any adjustment of the Scope of Work after the Contract is 1 . 5 . Submittal : At completion � : project, deliver recordCIO Modification 9 �r will be accomplished b Chante ..'oder, with a documents including as builts to Architect . Eleven drawings. BODILY II4JURY WITH LIMITS OF: signet F Y � � � $500 , 000 each person reasonable allowance for Contractor ' s overt.e,:d and profit E3. fc�r an .'eletior.s or additions not to exceed fifteen CONTRACTOR' S/SUBCONTRACTORS ' CLOSEOUT SUBMITTALS AND s $750 , 000 each occurrence y B. EXTENT AND QUALITY OF THE WORK $750 , 000 a percent ( 15%) of the ad;ustment RESPONSIBILITIES aggregate products F The intent of they Drawings and Job Notebook is to PROPERTY DAMAGE WITH LIMITS OF: 01090 CONSTRUCTION SCHEDULE ' . 1 Evidence of Compliance with Requirements of --- - Governing Authorities : show the general quality standards expected and the $750 ,000 each occurrence 1. 1 Time �s of the essence: A construction schedule of a. Certificate of Occupancy method of accomplishing the work, even though each $750 , 000 aggregate protective individual instance or detail may not be specifically $750 , 000 aggregate products March 12 to occupancy by June 18 is required for the b. Certificate of Inspection shown. The essence of this Contract is completeness `750 000 a convenience and retail Gtores . A penalty of one 1 . Mechanical Work p aggregate contractual of the work . Each subcontractor shall furnish all hundred dollars ;`, 10(`) per day will be assessed 2 . Electrical Work materials, parts , labor, equipment, services and Comprehensive Automobile Liability Insurance, beyond that date unless through no fault of the p general contractor construction is delayed beyond the 1 . 2 Waiver of Lien forms from Contractor ,Sub-Contractors superintendence to perform all work to be dose in the including o!;`rati.on of owner , non-owned and g and Suppliers releasing Owner from further monetary best standards and practices of the articular craft hired automobiles and oth(,r vehicles covering : June 18 date. Occupancy requires streets and p p g : obligation after final Payment. or trade involved. sidewalks to be in. BOI.ILY INJURY WITH LIMITS OF : When not otherwise ,ihown or specified , all materials $500 , 000 each person 1 . 2 A Echedule of the work progress shall be furnished 1 . 3 Tests the fallowing systems shall d : mama-le and any dedeficienciesnc shall be installed in accordance with manufacturer ' s $750 , 000 each occurence the Owner. and Architect by the Contract^r before work deficiencies shall be promptly corrected : specifications and recommendations. begins showing the anticipated date of start and a. aitary system water system Sanitary PROPERTY DAMAGE WITH LIMITS OF : substantial completion of construction with each b. S or Item listed. It is recommended that the C. Mechanical (HVAC) system, units and controls r C. REVIEW OF WORK $750 , 000 each occurrence- ma 7 sc:�Iedule be of the "Critical Path" !method. d. Any other specific items Or systems noted in this Job Notebook or in Mechanical or Electrical Each contractor/subcontractor shall verify all Property insurance upon the entire work at the Divisions. dimensions , clearances, supports or code requirements site to the full insurable completed project B. SHOP DRAWINGS which pertain to his area of work. Notify Architect value thereof. This insurance shall include 1 . 1 Shop Drawings be to Architect only 1 . 4 Manufacturer ' s .,jarranties on all equipment furnished ngs are to e submitted of any discrepancies before beginning work. the interest of the Owner, the Contractor, under this contract. Subcontractors , Sub-Subcontractors in the work through General Contractor. Do not submit directly No work of any nature shall be covered or enclosed and shall insure against the perils of fire and to consulti.nq engineerings. 1 . 5 Manufacturer ' s operating instructions and maintenance until properly inspected, tested , and approved as extended coverage and shall include "all risk" manuals for all equipment furnished under this required b building officials , Architect and insurnace for physical loss or damage including 1 . 2 All Shop Drawings es be checked G far accuracy, q Y 9 P Y 9 9 contract. Engineers. without duplication c;f coverage, theft, dimensions , quantities , etc. , by General Contractor vandalism, and malicious mischief . If not (prior to submission to Architect) and be stamped or 1 . 6 Project Record Drawings , flow diagrams , riser covered under all risk insurance or otherwise signed indicating approval . diagrams , HVAC air balancing reports , value labels 01010 CONTRACTS AND ADDRESSES provided in the Contract Documents , the and electrical panel schedules. Contractor shall. effect and maintain similar 1 . 3 Submit four (4) copies of Shop Drawings to Architect A. OWNER: Bedford :roperties property insurance on portions of the work for approval prior to fabricating any material or P P Y P 1 . 7 Final Cleaning of all work and surfaces installed Portland, OR stored off the site or in transit when such proceeding with the Work. All work shall be in ■� � accordance with approved Shop Drawings and samples. under this contract to Owner ' s satisfaction. Repair , Emaq Phone: 257-0716 portions of the work are to be included in an patch or touch-up all scracched or marred surfaces to Application for Payment . Owner ' s satisfaction. B. ARCHITECT: Architects Van Lom A. I .A. 1 . 4 Architect ' s approval of Shop Drawings shall not 34 N.W. First St. , Suite 309 1 . 2 The stated limits are minimal only. In any event, eliminate Contractor ' s responsibility for errors in END OF DIVISION 1 Portland , OR the Contractor is fully responsible for all 'loses , Shop Drawing co-ordination. Phone : 226-0590 wh(,ther adequately covered by insurance or not. DIVISION 2 SITE WORK 1 . 5 SCHEDULE OF REQUIRED SHOP DRAWINGS AND SAMPLES - - -- � C. STRUCTURAL & Van Domelen/Looijenga & 1 . 3 All such policies shall also name the Archite(.:t, his 0220 EARTHWORK CIVIL Associates ConsulLatlr.S and the Owner as additional insureds and Section 3 Steel Reinforcing ENGINEERING 3933 S.W. Kelly Avenue shall indemnify same against negligent acts of. the 5 Metal Fabrications A. MATERIALS (D Portland, OR 9', 201 Contractor (luring the construction process . 6 Prefabricated Structural Wood b 8 Wood Doors Phone: 222-4453 8 Finish Hardware (hardware schedale) 1 . 1 Fill. under footings and concrete slabs to be 1 . 4 All such policies of insurance shall contain a washed sand or 3/4" minus gravel , washed, 0 D. MECHANICAL/ To be bidder designed provision that the same shall not be cancelled or 9 Painting (samples only)10 Specialti,2s screened, graded and compacted. ELECTRICAL: and installed . altered nor the amount of coverage reduced until at east 10 days after notice of such cancellation, 1 . 2 Granular material for excavation and at footling IL G. LANDSCAPE- Oregon Landscaping Maintenance alteration or reductioin has been mailed to the Owner 01500 TEMPORARY F;ICILITIES AND CONTROLS drains to be free-draining sand, or pit run gravel , 16075 S .W. Upper Boones Ferry Rd. and the Architect. 1 . 1 The General Contractor shall provide all temporary 3/4" minus. Tigard, OR 97221 Phone: 684-1450 1 . 5 Such policies of insurance shall be written by facilities , job phone , light and power, water , heat and sanitary facilities required for the conduction B. EXCAVATION companies satisfactory to the Owner . Contractor F. SURVEY & LAND Pettijohn Engineering Co. , Inc. shall not commence work under this agreement until of work and the health and safety of all employees . 1 . 1 Building site proper. is to be cleaned of surface and - PARTITIONING P. 0. Box 13387 satisfactory evidence that such insurance has been A job office, storage space, and space for all bur,ed obstructions and stripped of vegetation, Portland , OR 97213 delivered to and approved by the Owner and Architect. construction documents is to to provided , debris stockpiled, topsoil and existing fill soils , Phone: 282-0901 remove fill soils to native rsoi1s (Approximately `� A ]. . 6 The form of policy for this coverage shall be 1 . 2 The General Contractor shall comply fully with all Completed Value. laws rind regulations dealing with the health and 1 ' -0" to 2 ' 0" ) . Q-- W safety of its employees and the public in gent-ral ane c . 2 Grade to elevations and grades shown or. Drawings . ('1012 BIDDING shall be solely responsible to see that the work is d 1 . 7 If by the terms of this insurance and mandatory Landscape areas shall be grades to 6" below finish A. BIDDING: deductibles are required, or if the Contractor should conducted in a safe manner. Contractor to provide grades . The "Invitation to Bid" as issued by the elect, with the concurrence of the Owner, to increase all necessary temporary barricades , support for walls O Arhitect ' s office is hereby made a part. of the mandatory deductible amount. or purchase this and floors prior to completion of vert-'-cal and 1 . 3 Excavate for footings to a minimum of l ' -6" below lateral load syr Ovid During cons .ruction, these documents. General construction bids insurance %lith voluntary deductible amounts , the final finish grade. Excavate for all footings toContractor she y_ provide adequate security and, f ire , , - , - „ are through invitation only. Contractor shall be responsible for payment of the natural grace which varies 1 0 to 2 G below amount of the deductible in the e•yent of e paid protection. existing grade. See soils report for verification. B. BID BOND: claim. 1 . 3 General Contractor shall protect existing utilities , A Bid Bond equal to ten percent ( 10%) of the total structure: , streets , or parking areas on adjacent X11 - and shall not block or disrupt access to 1 . 4 Do not excavate closes than 2 : 1 slope between bid quote must accompany the proposal. . B. PERMITS AND FEES: properties P footings. mid adjacent properties. Low C. PERFORMANCE BOND: 1 . 1 The Owner will file the Construction Document: with 1 . 5 Trenching for utililties to be as narrow as possible . A Performance Bond and Labor and Materials Payment the required building depar-tmpnts for their Alar 1 . 4 General Contractor and Sub-Contractors shall not let Bond in an amount equal to 100$ of the sub-bid amount review. The General Contractor shall secure and pay construction debris <3ccumulate on the site. Prior to Excavate 6 inches below bottom grade of sewer pipes will be required by the Owner. for the general building permit and any removal. from the site, debris shall be stored in a under parking lots and hack fill with sand or pea jurisdictional permits , surcharges or. development sale moaner. g D. REJECTION OF BIDS : fees . Mechanical , Plumbing , and Electrical. C. FILL Q \ The Owner reserves the right to reject any or all Subcontractors shall secure and Fay for their 01600 MATERIAL AND EQUIPMENT PROTECTION bids and to waive any informalities or irregularities respective building permits . 1 . 1 All fill under concrete slabs , footings and paving to in any bid received or to request or reject any sub- All materials shall be stored in an adequate manner so as bid. 1 . 2 The (;eneral Contractor , or the effected to prevent damage to them by equipment, workmen, weather , be compacted to 9ma of maximum density per b Subcontrt,ctor , shall file all supplemental documents and other normal hazards . Materials which absorb moisture A.A.S .W.T.O. T-180 in maximum 6" lifts . JOB No. - E. ADDENDA: required due to changes in the work and shall obtain shall be stored off the ground , or in enclosed areas and 1 . 2. All f.i-11 under footings, if required , to be concrete _ approval of same. shall he properly covered for protection. of same strength as footing . Dat : _e_ 1 . 1 Any Addenda issue'. by the Architect before bid ING opening will become a part of the Contract Documents 01030 FIELD ENGINF,ET01700 CONTRACT CLOSEOUT „ kev :! _ - 1 . 3 Minimum 6 compacted graded gravel or clean sand with to the same extent as though it were originally - A. PROJECT RECORD DOCUMENTS 6 mill visqueen varpor barr.'i�r covered with a ?." included herein. The Contractor is responsible for setting all grades , layer of clean sand at all slab on grade conditions '- lines and dimensions . The Contractor shall examine the within a building. 1 . 2 The General Contractor is reminded that it is site to verify existing grades and conditions and notify 1 . 1 Maintenance of Documents : Maintain a job site, one his responsibility to see that all the Architect of. any discrepancies before starting any copy of : 02250 SOILS TREATMENT _ Subcontractors from whom he accepted bids , are work, 1 . Contract Documents (General cons' :ucti.on plus � � aware of and have seen all addenda which mechanical and electrical ) Treat soil under paving and sidewalks with soil ster. ilart , related to work on which they are bidding 01050 COORDINATION Manobor Chlorate. along with noting his receipt of the addenda - - 2 . Job Notebook on the Bid Proposal to avoid disqualification. 1 . 1 The Contractor will cooperate in every way with the 3 . Addenda 02500 SIT]? l)RAINF.GE No extras will be allowed for failure to have Owner tc permit the full use of the existing 4 . Reviewed Shop Drawings - - - seen any item in the addendum. facilities duringthe time of construction. 5 . Change Orders 6 . other Modifications to Contract J. . 1 Provide corrugated plastic tubing in continuous 01013 CONTRACT 7 . Field Test Recor:"a lengths , p,?rf.orted at footings , with nylon silk 1 . 2 The Contractor is responsible for the coordination of screen around perforated tubing. Install on, and all phases of the work under this Contract. This backfill ! with, granular material . Sheet Nr 'Cho' successful general contractor is to supply three includes coordination of. Mechanical and Electrical 1 . 2 Do slot use record docLments for construction copies of A. I .A. Document A101 "Standard Form of Agreement with each other arca with other work. purposes . 1 . 2 Divert: surface water away from building foundations JOB Between Owner and Contractor for a Stipulated Sum" as at minimum of 2% slope. contract form for his project. 1 . 3 Make documents available at all times for inspection ®T E�o by Architect and Owner . °I 10 lug , ..�.......- � �. � ., � • �n . -,.,r,► 1 ` ',,,,�illi. � ,...,,,�1►,r„�,,,,,,� I ! ! � � � ! ! !, l i g ,J I i l l l l l l l i l l l i l l l l ; ,,,.,y...._-illi_. illi �.• •,,.�,,,,,.............�...._....,.�1►.,.-. :,:a..:• . • i � ., 11�� NOTE: IF THIS MICROFILMED I 1 I I J I I 5 ( I / � I p DRAWING, LESS CLEAR THAN THIS NOME, IT IS DUE TO OF THE ORIGINAI THEDRAM QUALMg Z Z LZ 9b 4Z Z bZ Z IZ Z lC T L1 1 T 1�I Ei I iTl I 8 ING. i t l� ��� i i ► ►��i•iiii�ili,li i � ii ,ii�iiii i i «iil�i�iiiiiliii ii��liiii iiiiliiiliiiiliiii liiili�iiiiiilii�ii��iliiii iiiiliiiiiiiiliiiii iilii,i iiiiliii��, �llellliiiilli.i��il��Illi iiilii,ii►, i ml� ii�.liiiilii,Ililli iiiil�� i 25 ' 1990 I 1 B. MATERIAL/QUALITY ASSURANCE ktLTAl �C DIVISiUN 7 THERMAL AND MOISTURE PROTECTION 1 . 5 Valley and waterways shall receivE- an extra layer of 0260Q _PAVING AND SURFACING 1 . 1 A-36 structure' steel to be fabl:icated in accordance 07190 VAPOR BARRIERS/RF Perma-Ply at least 36" wide. „ A . PAVING with A. I .S.C. Manual and U .B.C. Standard 2i-2 . -- - -- -- 1 . .1 gtrip parking areas to native soils . Recompact to 1 . 2 Structural tubing to conform to A . S.T.M. A500 or 1 . 1 Provide 6 mill polyethylene film "visqueen" under i , 6 Roofing contractor responsible for installation of 90% density with suitable fill material , to adequate A501 , A-36 . interior slabs. (Lap 6 inches at. joints . ) Cover flashings , cants , roof penetration metals and subgrade elevation to receive gravel base. with 2 sand course prior to concrete pour . All rrechani-cal equipment supports .1 . 3 Anchors and bolts to conform to A. S.T.M. 307 penitrations to be sealed. 1 . 2 Proof roll subgrade with power roller , spray sub- 0"1900 JOIS^ SEALANTS • grade wi.t.h weed control . Install 6" of ;:ompacted 1 1 . 4 Expansion anchors to be Philips 1372 or similar 1 . 2 Provide asphalt saturated non-perforated building ----- ------- 1/2" minus gravel rolle.l to 90% density, A .A.S.H.O. parabola or dynabol.t . paper , 1r lb. on walls , installed shingle-style. P . GENERAL Modified Compaction. Provide 30 lb. paper under cap flashing. 1 . 5 Welding per A.W. S. specifications #D1 . 1 . Use E 6: :CX 1 . 1 Caulk all exterior joints to 1 . 3 Provide 3" thi-•k 3/4" minus leveling coarse of fine or 70XX electrodes. 07200 INSULATION j provide watertight and airtight seal . graded crushed r��cl; and spray with weed control . 1 depth shall be filled�p i 2locationso4­ 0'.C� " C. INSTALLATION Provide following insulation at locations shown on 1 . nts Treater than 3/8 inch in dE :t O 1 . 4 Provide thr-oughly compacted 2" TYPE ' C" asphaltic Drawings. concrete parking surface. Compact with 10 ton self- 1 . 1 Weld and grins: smooth all permanent connections. 1 . 1 Walls : Fiberglass batt insulation , foil-faced R-19 . with foam backing rod compatible with caulking used . 0 1 . 2 Roof : Fiberglass batt insulation, foil-faced R-30 . 1 . 3 Clean and prime all surfaces a:: required. •"� � r q propelled roller. 1 . 2 Shop prime all surfaces not embedded in concrete o: • 1 . 5 Maximum tolerance of asphaltic surface: no galvanized with Rust-oleum No. 678 primer. B. PRODUCTS 41 . 3 irregularities in excess of 1/4" when tested with 10 ' 1 . 3 Foam insulation: Insulate aLotrnd rough openings , sill plates , rim joists, plate penetrations corners , M str.aignt edge. 1 . 3 Structural steel hardware to be exposed to weather to etc, with expanded foam insulation. 1 . 1 Standard use: One component silicone rubber sealant, � z be galvanized. P - X11 G.E. Silicone or Dow Cornir: 3 790 . Colors as selact:ed 1 . 6 Paving in public right-of-way to be per city of 1 . 4 Sound installation : Provide 3-1/2" thick , Fiberglass by Architect. Tiger standards. END OF DIVISION 5 batt, noise insulation at. wall separating restrooms 1 . 2 Concrete joints j (traffic -.r.eas : r DIVISION 6 WOOD AND PLASTICS and at restroom to habitable room wall . ) standard Drywall END OF' DIVISION 2 _ _ _ _- _ Products "Thorospan Heavy" , Oi1100 _ROUGH CARPENTRY PREFORMED METAL ROOFING AND SIDING \ � , DIVISION 3 CONCRETE _ A. QUAILTY ASSURANCE/PROTECTION e 1 . 1 Provide 24 gauge galvanized sheet metal profiles witty END OF DIViS40N 7 03100 CONCRETE. FORMWORK 2" x 1-3/ 8" deep I modules for fascia , roofing, and ORS AND WINDOW . columns. DIVISION 8 DOS 1 . 1 Pressure treat all wood in permanent contact with -- _ - 1 . 1 Place all concrete in clean, 1-yell prepared arid concrete or ground. 1 . 2 Provide flashing, C8200 WOOD DOORS forms. g, closures and fasteners required for - 1 . 2 All lumber delivered to site to be stored 6" above weatherproof system. A. GENERAL 1 . 2 Earth forms permitted on interior continuous footings ground and covered with visqueen to protect from only. weather. 1 . 3 Fastenings are to be concealed. 1 . 1 Doors to -:Onform to N.W.M.A . 1 .S 1-78 Series . Cores 4 Color to be factory Naked enamel selected by to comply with CS-236 . 03200 CONCRETE RI?INFORCEMENT 1 . 3 Sawn lumber to conform to latest grading rules of 1 . 1 . 1 Submit shop drawings indicating sizes , dimemsions and rc Ahitect. West. Coast Lumberman ' s Association. 1 . 2 Doors to Have two (2) year warranty. s locations of reinforcinq steel and accessories. 1 . 4 Plywood to conform to D. F.P.A. grading rules. Each 1 . 5 Use continuous length pieces - no end splicing.g• B. MATERIALS piece shall bear grade i:rademark. 1 . 6 Repair minor scratches and abrasions with matching 1 . 2 ,"lace all steel per A.C. i . codes and standards. t i . l Interior doorsB. MATERIALS touch uPpaint. to be "Good" grade, 1-3/4" flistsolid core with Interior Type II 1 . 3 Steel shall be intermediate grade, defor;ned bars per paint. grade. YP glue . Face: Rod Birch, A.S.T.M. A-615-grade 40 for #3 ; grace 60 for #4 and 1 . 1 Lumber grades and species : 07240 EXTERIOR INSULATION AND FINISH SYSTEM larger. Welded wire mesh to be A-185 . a. Joists , beams and stringers + --- e - - 1 . 2 Manufacturers: U.S. Plywood , Weyerhaeuser, Coil-Wood , 1 . 4 Lap all continuous bars 30 diameters minimum. Douglas Fir #2 A. GENERAL G.P. ' Provide 2 ' --0" x 2 ' -0" corner gars at all wall and b. 6" nom, and greater beams and stringers footing corners . Stagger laps and offset 4 ' -0" Douglas Fir i1 1 . 1 Install DRYVIT system field applied over _gypsum board C. INSTALLATION minimum horizontally. C. Bucks , blocking , bridging and miss. substrate. Douglas Fir or Item Fir #3 1 . 1 Pre-drill and fit hardware in door. 1 . 5 Support bars with concrete, metal chairs , metal d. 2 x 4 studs 1. 2 Install 1" DRYVIT insulation board of expanded , spacers or metal hangers , galvanized or plastic top Douclas Fir std. and better polystyrene with primus adhesive. 1 . 2. Deliver doors to jot: .3ite in protective wrapping. �� 2_ x 6 studs and lar where contact with exposed concrete surfaces . e. Douglas Fir #2 ger 1 . 3 color intigral with material with feacure strip 03300 CAST-IN-PLACE CONCRETE f. Sills, ledgers, plates , etc. embedded painted to match fascia. 0 '400 ALUMINUM LNTRANCI.3 -' I in or in contact with concrete A. TEST/QUALITY ASSURANCE Pressure treated Douglas Fir #2 1 4 Sandblast finish - regular texture - provide sample 1 . 1 ProvLde Kawneer Tri.faD 450 anodised #40 dark ,e bron. g. Posts prior to installation. finish aluminum entrance system. 1 . 1 Work to conform to A.C. I . Spec. 301 and 302 . Douglas Fir til . _, Installation by approved applicators only. 1 . 2 Provide 190 medium stile door witi; closer, sealair � weathering. 1 . 2 Ready mix concrete to conform to A.S.T.M. Spec. `C-94 . l 1. 6 Provide double fiber las mesh in DRYVIT system u 1 . 2 Framing umber to he Kiln dried (K.D. ) g Y P 1 . 3 Provide concrete tests by an independent testing 5 ' 0" from q ,-ade around peremeter of each buildling. 1 . 3 All joints between framing and building structure 1 . 3 Plywood sheathing ;laboratory approved by Architect of each day ' s pour Y c3 : Standard grade with exterior shall be sealed to secure a watertight installation.manufacturers ' printed instructions .or each 50 cubic yards , whichever is less. Make glue . Install wilth face grain1. 7 Installati� �n Per perpendicular to P 1 slump test and take three (3) cylinders , testing one supports and stagger end joints. Thickness and span t . 4 Final cleaning by general contractor. at 7 c'ays and two at 28 days . index as s'.iown on drawings. B. WARRANTY 1 . 4 Place no concrete on frozen ground in freezing1 . 4 Framing anchors, joist hangers , Dryvit System, Inc. , shall provide a three (3) year 08700 HARDWARE AND SPECIALTIE:,_ „ g , post caps etc. to be limited warrant for mate.A als. weather. Simpson Silver or approved. Y A. GENERAL 1 C ALTERNATES. 5 Protect= concrete during periods of hot weather, low C. INSTALLATION � humidity, high winds and rain. 1 . 1 Furnish all itF�ms r ` hardware required for completion PLEKO system approved. and proper operation of work . Deliver all finish 1 . 1 Exterior walls to be 2x6 at 16" c.c . , interior walls pp F;. MATERIAL to be 2x4 at 16" o.c. unless shown otherwise. hardware to job si'.e in original containers properly �ro �erl y Z 07500 ME14BRANE ROOFING marked for instal .ation. Supply all necessary - 1 . 2 Set beams "crown" fasteners in matching finishes . 1 . 1 Aggregates 1-1/2" minus : 3/4" for forms less than 4" , joists and rafters with crown up. No A. GENERAL AA wide, open knot. holes allowed on edges . 1 . 2 All hardware to comply with applicable fire and 1 . 3 All bolt heads and 1 . 1 Provide a U.L. ':_ass "A" nailable deck membrane build`,n cod 1 . 2 Concrete: ;'8 day compresive strength of. 3000 PSI and nuts bearing on wood to be e roof . g es . � W a maximum slump of 3" . Minimum cement content to be provided with washers . `, sacks per yard, except 5-' ;2 racks per yard for 1 . 2 Roofing contractor is responsible to inbpect anc.' 1 . 3 Submit complete hardware schedule , prepared by :labs-on-grade. 1 . 4 All nailing to be per table 25P of the U.B.C. Nails accept the roof deck as suitable prior to beginning exper:_enced hardware consultant 113ting all hardware called for on the drawings are to be common. roofing installing. and keying to be used . Hardware to be guaranteed for � 41. 1 a period of one year. ',Dor closers to carry a five- � 4 O 1 . 3 Air E-ntrai.nment: 4 to 6% per ,SCI at all exterior 1 . 3 Roofing contractor to slabs . 1 . 5 Cutting and notchingof 9 provide two (2) year minimum year written guarantee. Verifycompleteness of hard- cO tU joists not allowed unless g guarantee cc,�ering roofing and P show on drawings. 1" diameter_ hole may be drilled in water-tightness ware list for each individual opening. Approval of C 1 . 4 Admix : Wager reducing admix (pozzolith , or equal ) the center 1/3 of the member depth. All other holes flashing. schedule does not relieve contractor of for all slabs. I to be approved . responsibility for curnishing all necessary hardware. B. MATERIAL e, „ 1 . 6 Studs may be Notched in the lower 1/5 of the height 1 . 4 All exterior doors to be weatherstripped and with 1 . 5 Waterproofing: Masterbuilders Stearox minimum 2 Y ` lbs. per 100 lbs . cement. of stud for Electric and plumbing pipes but no part 1 . 1 General : Adhesive , built-up roofing and surf a,. ing thresholds. Set all thresholds in ca,.iiki.ng. materials shall be listed in U.L. Building Materials aterials of notch is; to be deeper than 25% of width of stud. B - 1 . 6 Contraction joints Burke "Keyed Kold Joint" . Holes of diameters up to 1/3 width of stud may be Directory for use in Class A Coverage design where B. MATERIAL drilled in studs but not in center 1/3 of their applicable. C. PLACING AND FINISHING height. 1. 1 The following manufacturers are approved for the 1 . 2 Roof system to be of the following composition: items indicated : 06170 PREFABRICATED STRUCTURAL WOOD (Owens-Corning specification #423-WC (E) D for nail- 1 . 1 Clet�n and oil all forms . Remove water from all -- trenches. able deck roof) : Cylinders, .latchsets Schlage, Sargent, Yale ,p. GLUE-LAMINATEL BEAMS Butts Lawrence, Stanley . Base Sheet: Fiberglass combination; 13 lbs per 100 1 . 2 Thoroughly wet all base material for slabs-on-grade. 1 . 1 A11 beams to be Douglas Fir 24F-V4 simple span and sq. Closers McKinney CLN, Corbin, Yale, 1 . 3 Interior slabs to have steel trowel finish and curing 24F-V8 car.telever per AITC 117 specification and T'S Rixon .1u cimpouL,d , Cover slabs with burlap, or similar, and B No. 56-73 . Roofing Felts : Owens-Corning Perma-Ply "R" felts - 3 Stops , silencers Ives plies ; 2'1 lbs per 100 sq. ft. Push/pull , kickplates CIPCO, Trimco maintain damp for seven days . Thresholds , weatherstripping PEMCO, Reese Date : , i �_ 1 . 2 All beams to be wrapped for delivery to job site. Holders Roofing Asphalt: 3 plies; 96 lbs per 100 sq. ft. Schlaae, Corbin Rev : 1 . 4 Exterior walks to have medium brcc�n finish. Lawrence, Stanley 1 . 3 Appearance grade: Industrial . Bifold hardware Lawrence, 1 . 5 Sack Exposed concrete walls . Wet and fill all tie Emulsion Surface: 3 gallons per 100 sq. ft. (Allow Exit devices Von: Duprin holes and voids with cement mortar, 1 : 2 mix. 1 . 4 Submit ship drawings and design data. root to cure 10 days prior to applying) . 1. B. T.J. I . ROOF JOISTS C. INSTALLATION 08800 GLAZING . 6 Provide control joints in all dabs as indicated on plan. 1 . 1 Provide complete engineering and installation of all 1 . 1 Notify A.-chitect 24 hours prior to start of roofing . A. GENERAL - factory manufactured T.J. I . joistr as necessary to Roof must be inspected prior to roof membrane .-- END OF DIVISION 3 installation. 1 . 1 Provide tempered glass where required by U.B.C. or complete the work. -- _ -_ -- _-_-- DIVISION 4 MASONRY-NOT USEDfederal regulations , sere also bailding elevations for �I 1 . 2 T.J. L . joists shall be sized and detailed to fit 1 . 2 Install built--up roofing and flashing by roofer locations. DIVISION 5 METALS dimensions and loads indicated on i.lans or required approved by roofing manuf.actrer and ir. strict 1 . 2 Storefront glass to be 1/4" single glazed tempered or by code. accordance w.;th manufacturer ' s printed instructions . 1/4" float glass . A. GENERAL 1 . 3 T.J. I . joists if stored prior to erection are to be 1 . 3 Remove a sample of completed roofing where and as p vertical d iSheet en o directed by Architect . END OF DIVISION 8 No. Submit shop drawings and details for all stored sition and protected from fabrications . weather. 1 . 4 Should sample fail to conform to specified 0 13 requirements , apply additional felts and/or bitumen requi.red, at Contractor ' s expense. Repair. roofing NOTEEDD00 where sample is removed . 01 10 fili NOTE. IF THIS MIr,ROFILMED I DRAMINU IS LESS CLEAR THAN 1 - THIS NOTICE• IT IS DUE TO gS 8Z LZi i�I ii�iZiiiiliiSiZ Z I . Z i TZllrj l Gi t B �r0 10 DRAWING.THE QUALITY OF THE ORIGiNA_ Z RiiiliT' I'11111111, hiliii.r . Il 11111 ► IT,i,dl�i AY 25 x. 900 - - ��� • V DIVISION 9 FINISHES -- - _ ✓��' 09250 GYPSUM DRYWALL DIVISION 1.5 MECHANICAL � a A. MATERIALS 1 . 1 All mechanical work to be A " Li bidder designed , bidder �.� � Q installed and coordinated. All systems proposed to 1 . 1 Provide 1/2" gypsum sheathing at all exterior walls . he coordinated with Owner selected mechanical Screw apply sheathiing to support memt-ers. engineer. 1 . 2 Provide 5/8" gypsum soffit board at all soffits. 1 . 2 All I-estrc.;ms to be roughed in at locations shown. 1 . 3 Provide 5/8" gypsum board at all �nteraor wall and DIVISION 16 ELFCTRI'_'AL ceiling locations scheduled for gypsum wallboard. 1 . 1 All electrical work to be bidder desi.-ned, bidder 1 . 4 Attic draft stops to be 1/2" non-rated gypsum board installed and coordinated. All systems proposed to be coor;l .rated with Owner selected elFctrical � E � � Lr)engineer. B. 'r',X :CLITION INTERIOR � � O 1 . 2 Tho:;e electrical items shown on architectural plans 0 1 . 1 rrovide metal edge beads at all outside corners of which re"er to exterior lighting to be incorporated - N interior gypsum walls . i.i t_ lect.ricat work. Z Lr 04 1 . 2 Provide with a suffiient number of coats of C r compound, sanded as required, to achieve a monolithic O surface without ridges, protrusions , dents or other d �Z U visible imperfections in the finishing system, ready > � to receive specified surface finishes . 1 . 3 On walls and gypsum board ceilings provide light drywall spray texture finish (orange peel ) . 09900 PAINTING .�A. GENERAL 1 . 1 Colors will be selected by Architect. 1 . 2 No interior wall or ceiling painting to be completed under this contract for interior walls or ceiling of retail space. B. GENERAL 1. . 1 All materials shall be of the following brands , or approved in writing equals : a. Interior. , Exterior Paints , Enamels , Primers , (Alkyd, Oil Latex) : Rodda, Fuller, Kelley- Moore, Ameritone, Sherwin-Williams. b. Pigmented Stains : Rodda, Pittsburgh, Fuller, Rez , Olympic, Sherwin-Williams . C. Exterior Stains : Cuprinol , Olyrlipic "Weather.-creen" . how ` i d. Oil : Watco. e. Polyurethane: Varathane or Rodda #14277. 1 . 2 ocliver to the iob in orginai containers and apply accor.dinq to the manufacturer ' s instructions. 1 . 3 All paint colors shall be factory mixed unless job mixing is authorized in writing by the Architect. C. WORKMANSHIP 1 . 1 This contractor shall examine 'and approve all surfaces to be painted before beginning painting. 1 . 2 Care shall be taken to protect all surfaces which do not receive paint or which have already been eainted or stained. 1 . 3 All Surfaces will he sanded, rutted and dry before application of paint or stair. 1 . 4 All painting will be crone by brush or roller unless spraying is authorized in writing by the Architect. l D. COATING SCHEDULES 1 . 1 EXTERIOR a. Ferrous Metal : 1st Coat: Alkyd Rust--Inhibitive Primer t 2nd Coat: Exterior Alkyd Gloss Enamel 1 3rd Coat: Exteri ), Alkyd Gloss Enamel ? ii- X10 �- Minimum dry thickness : 4 . 0 mils . r b. Galvanized Metal : l � 1st Coat: Pretreatment Primer 2nd Coat . Rust-Inhibitive Primer 3rd Coat . Exterior Alkyd Gloss Enamel II 4th Coat.: Exterior Alkyd Glosr Enamel Minimum dry thickness: 5. 4 mils . U ' C. Exposed Wood Trim and Siding: 111 1st Coat: Semi-Transparent Penetrating StainMid 2nd Coat: Semi-Transparent Penetrating Stain d 1 . 2 INTERIOR COATINGS (t a. Wood (Standing and rurinning trim and doers) 1st Coat : Sanding Sealer and/or filler a 2nd Coat: Stain if required by color selection 3rd Coat: Heated , catalized lacquer 4th Coat: Heated , catalized lacquer "l b. Exposed Ferrous Metal (doors and frames) 1st Coat: Alkyd Rust-Inhibitive Primer .roe No. 3 --� 2nd Coat: Alkyd Gloss Enamel 3rd Coat : Alkyd Gloss Enamel Minimum dry thickness : 4 . 2 mils. Date : , --- C. Galvanized Metal : Rev : ist Coat: Pretrated Primer 2nd Coat : Alkyd Rust-Inhibitive Primer 3rd Coat: Interfior Alkyd Gloss Enamel 4th Coat: Interior Alkyd Gloss Enamel Minimum dry thickness : 5 . 4 mils. END OF DIVISION 9 �. -- ✓I rr'G�� DIVISION 10 SPECIALTIES NOT USED DIVISION 11 EQUIPMENT NOT USED DIVISION 12 FURNISHING NOT USED DIVISION 13 SPECIAL CONSTRUCTION NOT USED Sheet No. DIVISION 14 CONVEYING SYSTEMS NOT USED J 0 B %0 NOTEC" -_ 0( 4 D W... .. 1,.,,,,0,.,,,_..._,,..., III Il . Iii Ill III II Illi � � III Ill III ! � II! Ill III J1.1B1�b!l IIS Ili I IIIII�I LI � �. NOTE: IF THIS MI [ 4 9� DRAMING IS LESS CLEAR THAN .. THIS NX ICE. IT IS DUE TO THEDRAwQJALITY OF THE ORIGLNAL g- S Z i Z Z 4Z ZAWINII L I L AZ -Z`- [ -T i l I I -- 1 T -T 1 -�T - 8 L _- IIII �� III II I I I I I ,� .II I I. III lilllilll IIIIIIH, III. 11111.,11 illlll�l,lll IIIIII IIIIIIIIilllillllll Illlllll Ill VIII IIIIIIIII IIIIIIIII IIIIIIIII Ilil�llll Illlrlil MAY 25 r 1 99v e i i -.ry ".-oZ Ate! / ��,�moo^• � � iA- 0 OLD Brco � N 04 • �-� cv n c -^�• rub �► �� � -------.---__ __—. 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