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15905 SW 116TH AVENUE-1 SPECIFICATIONS FOR KING CITY BRANCH I D1VIS10% H -- SPECIAL CONDITIONS cCont. . ; H-11 UIILITILS AND OTHER ACi1VI PIPE")ANI) ELECTRICAL CONDUCTORS KING CITY, OREGON BEr.JAi,fIrJ FRANKLIN FEDERAL SAVINGS & LOAN ASSOCIATION A. Consult Utility Company records for locations and n extent of all utilities before caiiimecing any work, 1 SW COLUMBIA, PORTLAND, OREGON 97258 iJ. flake arrangements, provide all services required, and protect acid maintain all utilities and all active• electrical conductors, drains, sewers, pipes, fire protection lines, Etc. , and other active liners that are to remain on the property or in street excavations. GENERAL UOCUME N i S U. Utilities, pipes, sewer, electrical conductors, etc. , to be abandoned shall be capped, where required, in accordance with instruction of the governing authority for such items and/or the Architect. A. 1 .A. Documeiit A201, 1976 Edition General Condition:; of the Contract for Construction is incorporated HH-13 %0TICE TO PROPERTY OW%LRS AVD LOCAL AUTHORITIES and forms a part of the Contract Documents. Consult A. I .A. Document AM, 1976 Edition for additional -`" "-" informr ms a not repeated Contract if said faun is not attached. t' ~ Notify in writing all local authorities, servicing agencies, individuals, companies and corporations owning utilities, conduits, wires, pipes, guy wares, street lights, traffic signals, fire alarm boxes, ' l) 111SI0N S . G .C . -- SUPPLEMENTARY GENERAL CONDITIONS A.U. T . equipment manholoa, catch basins, shut-off valves and/or controls for sewer, water, gas, sprin- klers, electricity aril telephones running to or connected to the building ot• sidewalks or in the way of ` +.[,.[',-1 COiRFLATJUti OF UU['UPi[:.NV) `supplement Articfe 4.7 by addirig the followinnew construction. g: H-14 _ newPRUTLUTIONSAND PARKING A. Anythirig mentioned in the Specifications arid riot shown on the Drawings, or shove on the Dravinys and '- _ PARKING AREA ASU fIATERIAL STORAGE: AREA: flaintain the area at the nurtfiweot corner of the site for park- riot mentioned in the Specification;;, shall be of like effect as if' shown or menLioned in both. ing cars of persons connected with the building work acid for storage, of materials unless such materials H. In case of differences between small and large scale Uravinys, the large scale Drawings shall govern. are stored inside the building. Schedule:i of Drawings ;;hall take precedence over any conflicting notations on the Drawings. On arty of H- I:> __ fIi;E_ PROTECTION the Drawings, where a portion of the work is drawn out art(] the remainder is shown in outline, the parts �. [fie Contractor shall at all time;; maintain good housekeeping practices to reduce the risk of fire or drawn out ')hall apply also to all other like portions of the work. fire damage. All scrap materials, rubbish and trash shall be removed daily from in and about the build- S.G.C.-2 PERMITSFEES AND NOTICES ing arid not be permitted to be scattered on adjacent areas. A. Supplement Article 4.7 by adding the following: B. ilia Contractor shall provide fire extinguishers in accordance with the recommendations of' eFPA Bulletins The Architect will file the required Drawings and Specification, for plan checking with the local build- Nos. 10 and 241 . ing department as required by ordinance and will secure approval of same. H-16 SPECIAL WORK Il, [he cost of the plan checking fee required by the local jurisdiction will be paid by the Owner. A. Items furnished by Owner and installed by Contractor: S.. The cS)IIUPosts of all required permits shall be paid for by the Contractor. [he following items will be r'urnished by the Owner and installed by th- Contractor. The Contractor shall ,.G.C.Su Supplement DRAWINGS, 4.12 by DATA gtAND e folloPLLS' furnish all labor, equipment and services required to receive, care for, provide storage, rncrate, eel Supplement Article 4.12 by adding the followirtiy: in place and install these item;;: �. All subcontractors shop drawings shall first be sent Lo the Contractar to record, date and check for 1 . 3 correctness. Chandelier Fixtures 1. Certain standard shaped moldings indicated by a nuriiber in a circle will be furnished by tie Benj. B. Shop drawings found to be inaccurate shall be corrected before submission to the Architect. Franklin For installation by the Contractor. At least two weeks prior to anticipated installation C. Submission of Shop Drawings or Product Data shall be a minimum of six t6) topica each and shall bear of the owner furnished moldings, submit an itemized list of' quantities of each type molding to Mr.the name of the Job and complete identification of purpose. S.G.C.-4 CUTTING AND PATCHING OF Uel Harpster - Benjamin Franklin Federal Savings & Loan Assoc., , One SU Columbia, Portland, Oregon Supplement Article d 97258 for delivery to the ,job site. Estimate quantities for not over 1.00' surplus material . A. flake cuts in a neat mannerr addindin after layout of work.g the following4. 14 e . B. SEPARATE CONTRACTS: See Article "Work by Ownet or by Separate Contractorca" inthe General Conditions. Cut no beamThe followingitems of work will be done during the construction period by the Jenj. Franklin or by i3. :3, girders, columns or other structural numbers unless npecificaliy shown on -the Cr•awin:;c others Linderseparatecontracts and are not included in the construction contract. The contractor shallunless written approval is received. S.G.C.-5 CLEANING UP insert into the concrete or framing, according to the layouts of the Benj. Franklin, all anchors pro- Supplement Article 4. 15 by adding the following: m vided for fastening any of the following items:A. At completion, all floors shall be thoroughly broom cleaned. 1 . Decorator services2. Draperies and tracks 1I. Immediately before turning the building over to the Owner, the Contractor shall wash and clean all ex- posed exterior ard interior surfaces of aluminum, 3. Lunch room cabinet including sink and supply fixture - Contractor to provide all necessary rough-in . other metal. and glass,. Steel wool, harsh abrasives, work and final connection. acids or water containing caustic soap shall not be used for cleaning. Any work damaged by cleaning 4. All interior painting and decorating. See 6A-6A for backpriming of trim. operations shall be made good, even to furnishing new materials of same character and replacement of other work disturbed. 5. Counter, safe, furniture and other trade fixtures. Contractor to provide wiring connections to C. Cleaning by Mechanical Work Contractors: the flechanical Work Contractor shall clean piping and ducts. counter wiring by others. U6. Carpet and wood parquet flooring. . Cleaning by Electrical Work ['ontrartor: The Electrical lJork Contractor shall clean lighting fixtures. . Drive-up ,(auto teller) window, glass and surrounds as noted on Drawing No. Ff. `).G.C.-6 PROTECTION OF PERSONS AND PROPERTY 7 7. Vault Dand Vault Futures -- Supplement Article 10 by adding the following: SECT IO8 Dour 1 D TE!. our arid FACILITIES_ A. At all time, provide protection against weather RY - rain, frost or heat, so as to maintain all new work, -1 S N RR G MENTS material, apparatus;, furnishings arid fixtures from injury or damage. Any work damaged by failure L:, The Contractor shall provide a suitable temporary toilet facility for the use of those connected with provide protection specified shall be removed and replaced with new work at Contractor's expense or the building work. Upon completion of his work, the Contractor shall refoove all traces of facilities. otherwise made good to the satisfaction of the Architect . 1D-: CONTRACTOR ' S TEMPORARY OFFICE S.G.C.-7 lemTRACTOR'S e I t b a INSURANCE D. The Contractor shall erect on premises, maintain and remove when directed, a tewporary weathertight 5upplemen't Article ll by adding the following: g A. the minimum comprehensive general liability and office for his use. p y y property damage insurance shall be $1(10,000.00 bodily 1D-3 'TELEPHONE injury for each person and $300,000.00 for each occurrence and $100,000.00 property damage for each s occurrence; the insurance shall include the same coverage for all owned, non-owned and hired vehicles he Contractor shall provide and pay for the installation, maintenance, removal and all charges for a or equipment. single party telephone in the ridpaContractor's temporary office.RECORD DRAWINGS _ELECTRIC POWER AND WATER FOR THE BUILDING WORK Q.G.C.-f3 Provide and pay for all electric power and water necessary to complete the work. �. One set of blackline prints provided by the Architect shall be currently kept up-to-date with any changes ID-5 EXISTING PROPERTY and notes as made or required in the construction process by the General Contractor, Mechanical Con- Protect all paved surfaces, etc. from darnac,e by the use of proper dunnage, plan!<iny or barricades. Dam- tractor and Llec.trical Contractor. All changes shall be shown on the prints in a contrasting easily aged surfaces shall be repaired, cleaned, resurfaced, or restored to new condition or to match condition discernible color. After completion of the project these Record Drawings prints with all corrections that existed prior to such demolition. or changes noted are to be delivered to the Architect. DIVISION H -- SPECIAL CONDITIONS SECTION•! 2D EARTHWORK 1_____1- 1 APPROVAL OF EQUAL i TATE t S �_1. E NE R7r -"-'�— ___ � I the use of proprietary or brand names .in specifying materials is for purpose of description and fixing A. DE;LfTEu:[3. IJATER I\ EXCAVATIONS: Keep excavations free from standing water at all times. lie-excavate to solid quality. Unless otherwise noted, articles equal in quality arid suitability to those specified will not ( bearings + 11 bearing surfaces under footings softened by water. I be discri;ninated against .if specifically approved by submission to Lhe Architect. Subsmissions of sub- ( C. FRUST: Keep from earth under footings. Re-excavate to solid bearings all bearing surfaces under fo - stitutioni riot approved will be so marked and returned to the Contractor. i 9 9 of _ I legs softened by frost action. rlaterial frozen in lumps or material softer than adjoining soil shall SPLCIFICATIO'•: UIl'1SI0'�!5 not be used for filling and backfilling. The Specifications have been set up in `sections conforming roughly in custor,iary trade practice for con- D. 11tILITIES: Utilities shall be construed to mean sewer, water, as and other pipes and electrical venience only. The Architect is not bound to define the extent of work or responsibility of any sub- S 9 p p con- cfucLors, ec,nduits and wires. Protect active utilities encountered. Utilities to remain shall be sup- contract,. octad and 11-3 STANDARD SPECIFICATLO�S AND CODES I p protected. (lark clearly by permanent tags and record drawings and./or other approved methods Reference made herein to standard specifications and cod(,!:; refer to editions in effect at the dates of � the locations of all utilities to remain so that they may be located readily or after excavation is proposals;; such references include current addenda 'Ind err;�ta, if ancompleted. y. F. APPROVAL OF FOOTING EXCAVATIONS Obtain Architect's H-4 I1A%l1FACTURERS' DI[;ECTIO`�S i approval of all excavations prior to placing any All manufacturer;articles, rnaterialn and equipment shall be applied, installed, connected, erected, used, superimposed work. 2D-2 _ CLEARING OF THE SITE: � cleaned and conditioned in accordance with manufacturers` directions ur,les;; otherwise specified. A. EXISTING TREES AND BRUSH: Remove from remises unless noted otherwise. II-5 EXAI11'4ATION OF PRL 1ISE5 p �1. Each contractor will be held to have examined the site and satisfied hint el r' as to the existing condi- B. DELETi.u: tioris under which he will be obligated to operate iri performing his work, ur that will in any manner i C. EXISTING STREET CURB: Remove from premises. , affect the work under this Contract. No allowance shall be made subsequently in this connection ir, be- , U. STRIPPING OF SITE: All areas of the site which are to receive filling or engineered fill shall be strip- half of the Contractor for any error or negligence on his part. i ped to a minimum depth of 4 inches to remove existing sod aii(Vor surface vegetation prior to the place- No statement made by an officer, agent, or employee of the Uwner, in relation to physical conditions f merit of any fill material. Stripped material from the site not containing a large amount of sod or 1 pertaining to the site or the work will be bi•idiny on the Ou,ner. pertaining t `.i the site � vegetation may, if approved, be used in filling at planted areas as rioted on the drawings or it shall. be removed from the site. i Refer to suyyeuted c.•onstructiun seyucncitig listed on Specific�.tiun St; ret "I", beluw Orawiny LisL for 2D-_3 EXCAVATING ff initial phasing of Con:struc•tic.ri at this; Project. r A. EXCAVATE: As shown or specified for work unless otherwise rioted. Footing it and trenches r Une copy of the Geotec•hnicul Investigation and Report fur this situ crated Auyu;sL 7, 1981) and one, dopy p 9 P o for foot- , „ y ,- � y , � Yi � , legs shall be formed to the exact size of the concrete if earth forms are approved. of the Ge.utr.chnical Review - fiE.vi.3cd Building, dated January � 1981. b kcll Strazer Associations J. , . DEPTH OF FUOTI'�GS: To depth shown or where not shown to :;olid bearing and at a minimum depth of 24 will Lie made availciblEr to each General Contractor acid one ropy of each report i:a available fur con- inches below finished grade. sultatiori at the office of the Architect. ('. EXCESS CUT UNDER FOOTI`GS: Fill with 2,000 p.s.i. concrete only . `'o other fill material will be accepted 11-6 COOPERATION unless noted otherwise. 2D-4 _ FILLING The Owner reserves the right to enter upun arid use the premises, to have work done by other Contractors ' _ before the substantial or final completion of the work, it being understood that such use by the Owner I A. GFNLRAL: The word:; "filling" and backfilling shall be construed as synonymous. Do all fillings and in no way relieves the Contractor from full responsibility for his entire work until final completion i backfilling. Remove debris and decayable matter from all areas before filling. Deposit materials in of his contract. i layers nnc over 6 inches thick acid compact each layer. Compacting fill materials by ponding willnot FI-7 SALVAGED AND SURPLUS '1ATERIAL be permitted. A. Remove existing in the way of new work, as required to accommodate the new t.urk. D. L`.GIN'f_ERED FILL: Unless otherwise specified, material for filling and backfilling shall consist of ap- B. All material removed by this Contractor - proved material from the overburden on the site, or other well graded material having not more than 5 o accommodate the new work shall become the property of the percent Contractor and shall be removed from paerial the No. 2overburden the premises, unless otherwise specitied. passing sieve and shall not be over three inches in maximum size. A larger percent- 1I-13 STORAGE OF flATLRIAL age of fines may be used if moisture conditions at time of deposit and compaction will permit obtaining A. The Contractor sial l snake all necessary provisions and .hall suitably store aril ss the compaction specified. flaterials used must be approved as suitable for proper handling and co;npac- f Y P s' � y � protect fromloss or tion under the job and weather conditions �, damage, due to weather and other causes, all material delivered to the site for all work included in the � prevailing at time of deposit and compaction operations. flat- Contract. erial falling in the classification of pit-run gravel, river-run gravel, bank-run gravel, or tailings i1. Prior to storageof eyuipr,.ent furnished by the Owner to the: Contractor for installation by the Contrac- will generally be satisfactory. Fill material shall not be placed in freezing weather. C. CO'IPACTION OF ENGINEERED FILL for (F.O.O. and I .B.C. s,rch equipment shall be inspected by the Contractor. Equipment received in damage(.] condition shall be =set aside for replacement by the Owner. 1 . In all areas throughout the project, exceptthose areas specified below in 2, compact each 6 inch the Contractor ]Layer of engineered fill uniformly with approved mechanical rollers and/or tampers and by the satis- i i after will give receipt to the Uwner For items of equipment delivered by the Owner and there- factory control of moisture to obtain a dry density equivalent to not. less than 95 percent of the I field responsible for the care, storage, settir►y and installation of items received. � li. The Contractor :3hall make storage :apace available within the building for storage of items to be sup- maximum density obtained by the ,Standard Proctor Test A5111 U-696 The proper moisture content of plied athe engineered fill shall be adjusted to within + 2n of optimum and the compacted surface shall tie arid installed under separate contracts. Protection of these items will be the responsibility of the supplying Contractor. firm ;3 and unyielding to rubber tired con '_rur•tion_traffic. Spongy, rutting or pumping fill is sus- H-�.? REPLACCrIE`.1 UFUA,tiAGEU GLASS♦ pest of excessive moisture and will be rejected and iiiust be removed and replaced with acceptable material and roar action aurin the �• � conditions without unusual delays. The Contractor shall, before completion of the Contract, replace all new and existing glass of every P y prevailing weatl , dr!scription damaged, broken or scratched during the construction period. li-1iJ SUB'51ANTIAL CUIIPLLTIO%- I LLF—C_ 1 _L-1-A _T_1 0 N S . -- "'+ubstantial Cor:rpletion" where used in the Contract Documents shall be understood to mean the date upon - which the c to of occu one „ is issued by t local Duildin Department, or in the absence of FM ( KING CITY OREGON BRANCH same, when the Archi ec scall so certify. -^ JJ --�"- � - BENJAMIN FRANKLIN FEDERAL SAVINGS H-U AGREEIIE'�1 P��. h0 Q,�►t� arc�� AND LOAN ASSOCIATION * I 5� . . �[he AyreEmerit referred to in the General Conditions, Article 1 . 1 . 1 will be the Standard Fotm of Ayr e- '� '` 1 SWCOLUMBIA PORTLA'dD, OREGON 9725" meet between Owner rand Contractor Form .4101 , June 19/7 edition � . -X A. the second paragraph of Article 5, "Progress Payr,ientss" of the Agreement !shall be filled into reads !ot later than fifteen , 15 , days. . . .A Application for r n c t Nik ��t1EAL''ISCN " ' .__� Y pf pa�nrent ninety percent i9�;4 of. . , RIIICHITECTUR6 . . .rand ninct� Five percc�nt 95°0 ' of. , , . . ,total payments to ninety five percent y5"d) of. . . ;r 1 H. The third parayt•aph :shall be filled in to read an interest rate of one percent -,1"aj a ,, •• � BRUCE A. SAMUELSON fA.1.A. DAYS AA- r ' .f` 35 N.E. 11th. AVENUE PORTL las— r, OE ON 9/232 DRAWINGi _--___ .._.._ __ —__ t __ . ._._.... _ .» �__�.— .�... _.___._..�. ..»._.». COMM. C+•�s, DWN .�_ CNK. 6A6 willows— '' ' IIl�tlllilrlll i11111111111f11 llflfl111111f� IIIIIIIIIIII111 11 � It11I1111111 NOTEIF THIS MICROFILMED � �111li-ll-� llli _l L1�11l.i.-l-f-l-l-l1_1---1_11�..l_l—lll._ ll 111111 ;� 1 11� 1�I S OII 1 1 a1�1 I I f J i,i I 1 i I I III I 1 1 I1 I1 I 1 1 I III I I I I I I 1I f 4 DRAWING IS LESS CLEAR THAN . - THIS I �----. - _� ,....,�...,...,.�•,,, •• ��rt.._ ., NOTICE, IT IS DUE TO THE QUAL ITY OF THE ORiGINAI. �E Z Z LZ Z 4Z Z Z Z I T Z L 8I1y 9 F11111111i nnRAwrrrr,. ll IIJll J UNE 1 1990 ' "D-4 F 1t. L I `,'G ( Cont . i I 2H _>-• _ �AIERIAL :� lCont . ) t'U (PACT IT OF F'G) IN'EERFD FILL Cont . B. - 1 UP' Ull 1. Compact each 6 inch layer of fill in all planted areas uniformly by ciechanical mean;; and by the Suitable loam know to possess friability and a high degree of fertility. Free of weeds, quackyraas, :;atisfactory control of ioisture necessary to ubtain a dry density equal to but not more than 5 horsetail, weed-seed, clods, roots, gravel and other noxious vegetation and matter not described in ;seed lbs. per cu. ft. greater than the existing undisturbed soil over which the fill occurs. or plant beds. See Article 2U-5 for Rough Grp+ding of planted areas. FILL U%DER LXTERIOR Cd\CRETE APRO^:S, CURBS_, WALKS AND OTHER CU`,CRLIE PAVIr�G I'. CU\1ACT WITH THE FERTILIIER GRL1,W.0 UNLESS OTHLRUISE SPL(:IF K0. Original firm soil or engineered fill. Commercial chemical-type, uniform it. composition, free flowing, conforming to State and Federal laws, L. FILL FUR BACKFILLI\G OF TRE\CII E\CAVAFIO\5: Approved material from the excavations or approved err- and suitable For apalicat.iun with equipment designed for that purposie. To contain the minimum per- gineered fill. centage of nutrients by weight. 25% nitrogen - 10°5 hum horic acid - lUo okash. flinirnurn 5(I",; nitro- F . FILL UNDER ASPHALTIC COWRGTC PAVING: Ln sneered fill. Fill shall extend from underside of base -~-- -- �' --- ----- g yen in Slow release form surh ti:; Uramite. course down to original firm soil. 12% nitrogen -40o' phosphoric acid -- 8,�potas;li. 2D-5 ROUGH GRAQING 7"a nitrc��'rr - iU"0 phosphoric acid - 16% potash - 12"a magnesium. Controlled release, coag;ie granule a. PLA',TED 11"A:S: Planted areas shall be construed to :iean all areas on the site within property lines ;flayAmp) . other thsrn areas occupied by building or by concrete or asphaltic concrete paving. See Drawings for Dolomitic (ayriculturalri Iii:iet;tone. location of planted areas. Sub-grade the planted areas to within 6 inches; of the finish grades with D. iIULCIIFS fill material from the site or, approved rnaLerial • 1 . For flixing: One year rotted fine ;sawdust. B. U",DER BASE COURSE FOR ASPHALTIC CUNCRETL: Sub-grade the entire area to depth required and out a 2. Fur lopping: Coarse barkdusit cu; produced From sawmill or plywood operations, free of noxious: uc,eds;, distance of O inches all around to buttori of base course with original firm soil or engineered fill. salt, arrd all foreign material harmful to plant life. Finiuh to exact line, grade and cross section to accorir:rodaLe the base course. i GUYING AND STAKING 21_?-6 SPECIAL PRECAUTIONS "Gro-Strait" tree ties, EI" or 10" with additional 16 gauge galvanized wire attached as required. ;notify Architect at once if existing septic tanks, cistern, dry wells, or other underground tanks are r STAKES FOR TREE SUPPORT encountered. 2" x 2" x B' sound construction grade douglas fir at deciduous trees ii. SECTION 2F ASPHALTIC CONCRETE FREE WOUND PAINTCorona, Ortho, Flintkote, or equal �� GEN�� _' WATER ~ PROiL:CT106: Protect all new asphaltic concrete paving fror-i damage or deterioration, leave in first all water required by Contractor after acceptance shall be provided by Owner without charrle. Contractor class; condition at completion of work. All retri„rnind, reshaping or repair work necessary to over- ;.;hall provide means of conveyance. cone da,nage, settlement and or deterioration prior to f iiia 1 acceptance shall be done by this Con- 2H-3 SOIL PREPARATION tractor at no cost to the Owner. A. LA\DSCAPED ARLAS 2F-2 WEED CONTROL Place and spread 3" of topsoil in all planting areas,, spread i" layer of sawdust over all plantiny areas Sub-grade under all asphaltic concrete paving shall be made sterile by thoroughly spraying with a and apply 25-10-10 fertilizer evenly at 5U lbs. per 1000 square feet. Rotovate until all materials are solution of soil sterilent similar to West Che•rrical Products, Inc. "ASSAULT". Sterilent shall riot thoroughly mixed. contain any arsenical ingredient,. Apply in strict compliance with manufacturer's directions. Ex- 2H-4FI\E GRADING treme care shall be taken to prevent leaching into adjacent soil or allowing vend drifts onto adjoin- A. _ DIRECTION OF SLOPL : Slope all aic�as to drain surface water avay from buildings and toward catch basins, ing vegetation. drains, curbs, or off site. 2F-3 ASPHALTIC CONCRETE PAVING FOR NEW DRIVEWAYS AND PARKING AREAS Is. PLANTING AREAS: Finished grade of planting areas (surface of Lopdress mulch) to be even with tops of A. BASE COURSF curbs or walks at point of abutment after full settlement. 1. Materials: Approved clean crushed rocs: uniformly graded frors 2-1/2 inches to 0. 1 COMPACTION: Soil in all areas shall be thoroughly settled, with a smooth surface free of hurups and ' 2. Placing: Do riot place base course until after concrete curbs have been placed. Where no poured- hollows. i in-place concrete curbs occur, extend base course G inches on each side of area to be occupied U. LQU11`11'.1 : Fine grade all areas to blend smoothly to grades of adjacent areas;. by paving where practicable. Place base course on approved sub-grade only. Place base course in 2H-5 EXCAVATIO') FUR PLANTI\G two lifts to a total of not less than 0-1;'2 inches inininum compacted thickness. A. SIZE OF PITS AND TRC^'CHES: flinimum depth to be 6" greater than depth of ball ur root structure with 3. Finishin :_ Trim and compact each lift and finish to designated lines, grades a.nd cross sections. minimum width 12" greater than diameter of ball or spread of roots if bare-rooted. Compact each lift with a 10 ton tandem, self-propelled roller. Rolling shall proceed longitudi- B. DISPOSAL OF EXCESS SOIL: Remove from site. nally, parallel to center, beginning at outside edges and progressing toward the center, each 211-6 PLA,%T I NG pass overlapping one half. Sprinkle base course with water as required during compacting and A. I:NSPECfIUN: Inspect plant materials for conformance to specifications. Du not iJegin planting until f finishing operations. deficiencies are corrected or plants replaced. i�. CUSHIO'; COURSE a. PLACLIIENT: Face for best effect. 1. Material: Clean crushed rock, uniformly graded from 3j4 inc', to 0 C. BACKFILL FOR TREES AND SHRUBS: flix soil prepared for planting areas and use for backfill of trees; and 2. Placing: On approved base course. Extend cushion course full width of base course. Spread shrubs. evenly in guar' '.ies to assure .l inch compacted thickness throughout. D. PLANTING OPERATIONS: Place ;sufficient topsoil under plant to bring top of root ball level to finish 3. Finishing: Trim, compact and finish as specified for base course. Sprinkle cushion course with grade of surrounding ground. Backfill pit or trench with topsoil until 2,/3rd full then spread 7-40-6-12 t water as required during compacting and finishing operations. ilaintain cushion course during fertilizer evenly around ball or roots at rate of 1-cup for each tree and 1/3rd cup for each shrub. Use asphaltic concreting operations to eliminate ruts and other irregularities. a recognized standard measuring device. After soil settles, fill pit with topsoil arid water. Remove ['. ASPHALTIC CONCRETE PAVING all tags from plants after planting. 1. flaterial: Approved hot plant mix asphaltic concrete made with 35 to lUO penetration asphalt in E. GROUNDCOVER PLACLHENT: Plant no yroundcover plants closer than 12" to curbs, walku, or lawn areas. accordance with Oregon State Highway Department's Type B, either with 3/4 or 5/8 inch rnaximuin F . SLTTI\G BALLED PLANTS: Place in pit of well-tamped planting soil with burlap intact so location of aggregate, 3 bin mix, with 5 to 7 percent by weight) cementing asphalt. ground line at top of ball is sante as grown. Remove binding at top of ball and lay top of burlap bacl 2. Construction Details: Apply 2-1/2 inch thick mat of hot plant mix asphaltic concrete to approved at least 6". Do not pull wrapping from under ball arid do not plant if ball is cracked or broken before rock cushion course at proper temperatufo for best results. Shape and compact to lines grades and or during planting process. cross sections shown. Thoroughly compare to tightly compressed, even surfaces with 10 ton tandem, G. `aETTI',G BARE-ROOT PLANTS: Cleanly cut off any broken or frayed roots. Spread roots out in pit and self-propelled roller. Completed surface, when checked with a 10 foot straightedge, shall not carefully work planting soil among roots. deviate r,iore than .1/4 inch fro; straightedge. Provide all temporary curbs required. Where no II. SETTING CONTAINER GROWN PLANTS: Carefully remove from container without injury or damage, specifically permanent curbs occur, provide uniformly beveled edges on straight or curved lines as shown. cut edge roots on three sides with knife. Do riot plant if root ball breaks or loosens. Finish paving shall conforin to slopes, lines and finish grades as shown and noted on the Draw- I . PLACING SOU: Prepare soil as required for sod placement, finish surface of sod to be 1/2 inch maximum ings and shall drain properly. Where adjacent surfaces are intended to be flush (as at sidewalks, below tops of curbs and walks. Lay sod over moist, lightly compacted surface, staggering butt joints. driveways and ramps) they shall conform smoothly at all points. After cor•;aletion of paving work Roll sodded areas to establish tight contact with soil, apply 12-4-8 fertilizer evenly at a rate of all paving shall be flooded with water and any resulting "ponds" shall be ringed with chalk. Such 15 lbs. per 1,000 sq. ft. arid water heavily immediately after installation. hollows shall be corrected with additional asphalt concrete and rerolling until all paving is com- J. FINISHING: Mulch planting pits, trenches, and areas within 3 days after planting with a I" minimum pletely level and free from hollows and high spots. layer of barkdust being careful not to cover plants. Hose down planted areas with fine water spray to wash leaves of plants. i SECTION 2H LANDSCAPING 211-7 GUYING AND STAKING iRLES _H-1 A. DLCIDIIOUS TREES: Use three ;stake:; per ',ree. Install vertically at least three Feet into ground arid A. SOURCE QUALITY CONTROL 1 trim tops evenly 3" above highest ties. Apply one coat of flat black s paint to exposed surfaces acid 1. Plants shall be subject to inspection at the growing or holding site and,'or on the job site. fasten trees to stake at crotch of tree and midway between crotch and ground with tree ties: 6 ties; Plants not conforming to specifications shall be rejected. The Architect reserves the right to per tree. CONIFEROUS TREES: Three 2x 2 x 2'-0" stakes driven into ground at 45o angle. refuse inspection if, in his opinion, an insufficient number of plants are available in one lora- _211-EI PRUr, 1NG NEW PLANT HATERIAL tion for check. Approval of material at a growing or holding site is a qualified endorse-;ierlt of Use tools specifically designed for pruning. Prune minimum necessary to remove injured twigs, branches, general quality only, and does riot certify a compliance with the specifications in all particulars; deadwood and suckers. Immediately paint all cuts and wounds over 1-inch diameter with tree paint. such approval does not preclude the right of rejection on the job site. -III-_9 1*1AINTL\ANCE OF LANDSCAPE WORK 2. Furnish plant materials certified by State or Federal Department of Agriculture to be free from T. TL11PORARY BARRIERS: Temporary barriers may be erected by and at the discretion of the Contractor and hazardous insects or apparent disease. at no cost to the Owner, to prevent trespass on planting area,. All damage caused by trespass shall be 3. The presence of noxious weeds in plant balls shall be cause for rejection of any or all plants repaired by the Contractor, and any barriers removed, as a condition to acceptance. from that source. 13. START OF MAINTENANCE: Begin immediately after each item is planted arid continue until final acceptance. I 4. Only plant materials with balls of firm natural soil Will be accepted ,except normally bareroot C. MAINTENANCE OPERATIONS: Maintain healthy growing condition 9 by watering, pruning, spraying,� s p Yin y, weeding, and stock) . other necessary maintenance operations. Keep planting beds free of weeds, grass and other undesired f�. SUBiIITTALS vegetative growth and water when soil moisture is below optimum level for best plant growth. j 1. Within 30 days of Award of Contract, submit written report of present locations of required plant D. INSPECTION AND REPLACEMENT: Inspect plants at least once a week arid perforin maintenance promptly. He- materials, copies of order invoices, and letters of confirmation from supplying nurseries. on- move and replace dead plants promptly during specified planting season. fir.ation letters shall indicate types, quantities and sizes, and state that the material will E. SETTLEiIE:NT REPAIR: Regrade and replant all depressed areas caused by excessive settlement and repair j be supplied when required. erosion damage. 2. Submit certificate of inspection of plant iiaterial by State or Federal authorities. F CLEAN UP: Sweep arid wash paved surfaces. Clean any mud and debris in catch basins resulting froiri work. 3. Submit duplicate copie3 of delivery invoices, labels, or other acceptable proof of quantities Remove from job site, plant containers, trimmings, clippings and all extraneous debris unearthed or re- of sawdust, fertilizer, barkdust and topsoil used. sultiny from any operations specified herein. PREPARATION FOR DELIVERY 211-Ltl_ FINAL INSPECTION AIND ACCLPTANCE ii 1 . Balled and burlapped plants to have burlap wrapped balls firmly wrapped and tied. A. `FI\AL I%SPECTION REQUEST: When the work is complete, final inspection will be made by the Owner and/or 2. Bare-root plants to have major root system intact , but earth carefully removed and root, covered Architect. Request inspection at least 10 days before desired date. I with thin mud coat. B. PLANT GUARANTEE: Final acceptance inaugurates plant guarantee. During plan guarantee period, remove U. DELIVERYi all dead plant materials within three dayo of being so directed and replace with acceptable plant mater- 1. Protect plants during delivery to prevent damage to root ball or the dessication of leaves. ial as soon as possible within acceptable planting data'. 2. Notify Architect of delivery schedule in advance so plant materials may be inspected upon arrival C. FINAL ACCEPTANCE RECUf1IIE'•JDAT10'J: A recommendation to the Owner for final acceptance will be made by the i at job site. Remove unacceptable plant materials im+nediotely from job site. Architect when, in his judgement, all operations have been completed as specified in the Contract Docu- E. STORAGE inents. Store plants in shade, protected from weather, in an upright position and spaced to allow sufficient I 1). FI\Al_ ACCEPTANCE: Final acceptance will be given by the Owner, and shall be effective upon receipt of ventilation. plater, ;iaintain and protect stored material from drying or other injury or damage. written notice, or final payment to the Contractor from the Owner. F. JOB CO'dDI T I ONS Inspect site and verify that all areas are at proper grade. \:otify Architect of irregularities. B. PLA',T GUARA','rEC Guarantee new plant material for one year follow"ig final acceptance by Owner. Repair any damage to other plants, lawns, mulch, or other property caused by Contractor during replacement of plant mat- erials or weeding- during guarantee period. Remove dead and rejected materials within five days of being so directed arid replace as soon as possible. Guarantee excludes damage or Iosn Liue to Sup- pressed peculiarities of site, negligent maintenance by Owner, vandalism or atypical weather extremes. 1 H. TOPSOIL GUARANTEE i Should any regenerative noxious vegetation or seed be present in imparted topsoil or other material, the Contractor shall remove all growth when requested, both surface one root, which appenro within i one year following final acceptance at his own expense and in a manner satisfactory to the Owner. ; 1 i 2H-2 MATERIALS ) 1.� NLAW iiAFERIALS ; 1 . Well-forned arid shaped, true to type, and free from disease, insects-, and defects such ass :mots, siin-scale, windburn, injuries, abrasion or disfigurement. True to botanical and common norie vari- ety: Anerican Joint Committee on Horticultural Nomenclature, "Standardized Plant N iess, 1942". Plants riot listed therein shall confori:i to the name accepted by the !najority of the Trade. j 2. Conforr,i to A%51 Z6U. 1-1:'73, with additions and,'or exceptions noted: i a. Groun_dcover Plants: hell-establi3lied root sysite is and grown in rer-nvabin containers. - + b. LOnLainerized Plants: Grown in container in which delivered for at least three months, but nKING CITY OREGON BRAfJCH s riot KIN FRANKLIN FEDERAL SAVINGS root-bound or have a hardened-off rout yste. r. ' NG CI c. Greenhow se Grown Planta: Acclimated ouLdoors for 30 days prior to delivery. AND LOAN ASSOCIATION ! d. bare-root `.;tar;<: Well-branched, fibrous root syssterr. t 1 S .W . COLUUBIA PORTLAND, OREGON 9125° e. Balled & Burped Plants: All evergreen trees and shrubs balled and burlapped, or grown in -\` ' 'i container in which delivered for 9 nioriths minimum. All deciduous trees over 1-1,'2" caliper, balled .and burlap ped or grown in container in which delivered for 9 months rrinimu ,r. '.foil Pkl10EA_SfNUELSUN CHITECTURiI Nov. balls to be a minimum of to" per caliper inch of tree. f. Trees: Well-branched, with straight ilingle leaders, tops and trunks,; no cross brandies, dead or f broken leaders or iiia sor branches, no frv,3h ruts over 1 " diameter and not topped or sheared. BRUCE A. SAMUELSON A. OATt1-s�+.�a. . I g. sod: Dense, well developed,composed of lU`'a Bluegrass and 3(ho Fescue. Grown on fumigated :Toil , c��PnRttANU�CRfGQN -` ^_- � ,�«,. free of pests, diseases, weeds and Nva-arena and not less than lJ months or ;:)ore than 3u oranths ��'f ccll o�tl�No11��owtcoN •tz�t DRAWING old. _ � t � J"i 191� (gas) �'_ --- ts•-7620 ___ a jcome.,� .. C"It .. ... -. ten.. .,. r t , Mir r ir +IwMI III III i I I III I I I I I I I 1�� Jill 1111111 NOTE: IF CHIS MICROFILMED IIII iI,�I��III I III II I s I I4II 1S III I I I I Ih I I I I I I s III i III IIII I I I III I III IIII�II7I I I I I III I I I I I I I �I .-r II J Ia lI I bI I II II I I I I II II 1I I I I1 I1 I 1 I 1 I 1 JI LDRAWIG IS LESS CLEAR THAN5 - 1 1 , ...,,..,,,_.._.._. - __ .�,,,, ._:......_:„,,._..•�>,.,,,. ., THIS NOTICE, 1T IS DUE TC -t THE QUALITY OF THE npiGINAL tis Z Z LZ Z QZ Z Z Z Z Zv 6T I L L - �9 91�11 DRAWING. iiiiii ��i JUNE 1 F � 1990 1111 NWOMW ... ... ......,-.......W.._i.....w�....sr.a.uu..n......am....a•S.,dl. :.,:r..+wl.r►,..w._s.r.... ,,,: I SECTION 2N _IRRIGATION _SYSTE"A SECTION 2N IRRIGATION SY511:M (Cant_. ) i _ GE NL R A l --- � . tlUIZK 1CU IN OiIIER SCCiIONS "N-4 CONSTRUC [ ION111THOUS Landscapiny: Section 211. �. EXCAVATING AND 13ACKF-ILI-ING Ii. CATALOG DATA 12EQUII;EU [)o all necessary excavating for the installation of all Irrigation System Work. Excavate for pipe Prior to ordering equipmen'., curd prior to this Contractor's first applicr,tion for payment, the accurately to grade to take advantage of available fall and tso that entire length of pipe will l,ont.ractur -;hall submit three currrplete lisLs of materials; and equipment he proposes to furnish• rest on undisturbed ground. Trenches over excavated shall be backfilled with pea gravel accurately ICacti list shall show cuts and/or pictures, type, size, rating, style, caLaloy numbers, and to grade. Provide all shoring and bracing necessary Lu keep truncheu free and clear of earth and manufac'turer's name for each !Lein. Deliver list to the Archit --t for approval to assure com- to protect other work from settlement. Upon completion, testing, and approval of piping or equip- pliance with these .pec.ificat.ions. No material :.hall be delivered to the job until the piping meat to be buried. Backfill excavations to grades required. Deposit all fills in layers not over and head layout plan and the list of material, have been approved by the Architect. 6 inches; thick and compact each layer unifurmly by approved mechanical tampers to prevent sub- sequent settlement. Haterial for backfill shall be approved material only and shall be suitable 2N-2 GENERAL REQUIRLMENTSfor proper handling and compaction under the job and weather conditions prevailing at time of de- AT— LAYING bff TH[: IJORK -_ • _ posit and compaction operations. Compacting of fill by ponding will riot he permitted. Restore I the drawirrys show the general arrangement of the landscaping. The location of lines, valves, excavated materials and surfacets such as planting beds, lawns, walks and pavincl to their original sprinklers arid the sizes of the piping involved shall be as designed by this Contractor. [hr, condition. Remove from the site all surplus materials from the excavations. Contractor ,hall check the drawing- s against the actual areas and lenyLhu of pipe line involved If settlement or.cure and adjustments in backfilliny, pipes, valves, and/or sprinkler heads are and !shall make any minor changes which may be required in the actual installation of the work. necessary to bring the system or grades to the proper level for the permanent finished grade, the I The right is reserved by the Architect to approve arid authorize minor alterations :in the loci- Contractor shall make all such requireu ano adjustments without extra cost to ttie Owner. i tions of the pipe line::, valves arid sprinkler heads that may be required to obtain complete irrigation coverage of surface areas arid complete drainage of the uystem. Such changes shall Trenches for main lines shall be not less Llan t8 inches deep. be made at no additional curst to the Owner. All piping shrill be installed with lines pitched Distribution lines shall be not lesrs than 12 inches in depth and shall slope to drain valves. for drainage and.with provisions made so that each section of the system may be entirely emptied of water. ti. PIPING l3. All lines shall be tested and inspected under hydrostatic pressure test before soil is replaced. ORDINANCES AND REGULATIONS Comply with Oregon State Plumbing Lode To test pressure lines, insLall all valves arid fittings that are to retain pressure. Isolate the section to be tested arid remove all air from the pipe and fittings. Develop test pressure equal ! C. PROTECTION to two times normal high static pressure. flaintain teat pressure for a period of one hour with j [tie Contractor shall be responsible fur any damage to any of his work before the final accep- no drop in needle reading on the gauge. Hydrostatic tests are not required beyond the control tance of this work. Ile shall securely cover all Openings into the system arid cover all apparattiu, valve for each section of sprinklers. equipment and appliances, both before and after being set in place to prevent obstruction in the Each section of lateral pipes shall be thoroughly flushed out before sprinkler head:, are attached. pipes and the breakage, misuse or disf.idurement of Lhe apparatus, equipment or appliance. 11hen directed, the Contractor shall, as part of his work under this Contract, make whatever adjust- i�. DAMALL BY LEAKS rnentg of pipe, valves or spr.,ikler heads necessary to briny the system to the proper level for The Contractor shall be responsible for damage to the grounds, walks, roads, buildings, piping the permanent Finish yrade. system, electrical systems arid their equipment arid contents caused by leaks in the piping system being installed or having been installed by him. He shall repair at his expense allf'. INSTALLATION OF CONTROL HIRES ' damage so caused. - Installation of control wires shall be done by a licensed electrical contractor arid all work L . shall meet codes for electrical installations. AS-BUILT DRAWINGS Prior to the General Contractor':; application for final Install wires in the same trench and beneath main line S 1 Pl payment, the Irrigation .�ystern Con- piping. All wire splices Miall be made, tractor shall, upon a set of black line prints available from the architect upon request, up with 3M "Scotchlock" connector sealing pack. Where both wires are being a P q � Pro- l P 1 spliced there shall Vide' the Architect with a complete lavout of all the supply line and sprinkler piping showing be a minimum of 18 inches between splices. piping locations, sizes, valves and all other important features of same as actually installed. Provide an expansion curl of at least 5 turns, 1 inch in diameter within three feet of each con- i This plan is to be used for record purposes and must be made with accuracy. Dimensions and data nection to a solenoid valve and at least every .100 feet of rurl. needed for these drawings shall be taken prior to backfilling of trenches arid shall be referenced ! ! to permanent above-grade reference points. r U. SC17110N CONTROL VALVES ! Section control valves shall be .installed uhec- required. f i ZN_-3 MATERIALS ' A. GENERAL I INSTALLATION OF SPRINKLER HEADS All materials furnished and used in the construction of the; installation hereunder shall be cit installed and coverages !shall b Sprinkler heads of specified quality and of the types, sizescinstalledAmerican-made, new, full weight, standard in every way, in first class condition and identical with apparatus or equipment which has been in successful operation for at least two years. All the locations and spacings shown on the approved plans. materials of similar clans or service shall be of one manufacturer unless specified otherwise. Part-circle heads which are located along curbs, walks or paved areas shall be set not inure than All manufactured materials shall be delivered arid stored in their original containers, which 2 inches no closer than 1 inch in from the edge of such curb, walk or paved area. I shall indicate clearly the manufacturer's name, the brand arid the identifying number. Buckner, Shrubbery heads shall be installed on nipples, at a height above yrade suitable to adjuininy t)lants.,, Rainbird, Skinner and Telsen equiprner:;: are approved. or as directed. 1 i l3 �. _ �PI2INKLLR kG1UIPf'ICNT I . To be of, or equal to, the following: CLEANING AND ADJUSTING J Upon completion of the Irrigation System, final adjustment and balance shall be made to the entire f I . Fop-up spray head 24 triangular spacing, 15' radius at 18 p.s.iwith precipitation rate system to provide uniform coverage throughouL the area watered. of I" per hour. Telsco figures Nos. 13-524H, .13-52411. I:. OPERATION AND MAINTENANCE MANUAL 1 2. Shrubbery sherry, 24' triangular spacing, 15' radius at 18 p.s.i. witty precipitation rate Upon completion of the Irrigation System arid before final payment, of 1" per hour. Telsco figures p y , prepare throe copies of an P g Nos. 7.3-�24H, 7'S-,24Q. Operation and Maintenance Manual listing equipment and materials installed. Re'viev and illustrate the complete operation of the system to personnel at the Branch arid leave one Manual at ttie branch S. Pop-up spray head, 1.5' triangular spacing, 9' radius at 15 p.s.i. with precipitation rate and send two Manuals to Architect. of .1" per hour. Telsco figures Nos. 13-A5.151-1, 13-A515Q. 4. Shrubbery strip spray, 25' in line spacing, 5 x 32' spray at 15 p.s.l. , adw'ustable spray SECTION 3A STEEL REINFORCEMENT nozzle. Rainbird model No. 161-5T. --- iA-1 GENERAL I 1 5. Quick coupling valve. Rainbird No. 33LC. A. SUBMIT1ALS i 1. Sho Drayirr , Reinforcing steel bar lists. Conform to "Manual of Strsndard Practice for De- 6. Automatic drain valve, [elsco No. 910. tailing Reinforced Concrete Structures", ACI-315. Submit in accordance with General Conditions 7. Manual angle drain valve. Buckner No. 8011. and Supplementary General Conditions. I R. Concrete valve box: 6" concrete the with cast iron lid 2. Certificates: Furnish grade certificate for each shipment of steel or grade mark each piece 1 of steel. "- 9. Electric remote control valve of size required. Tile valves glia.11 be all bronze construction with electric pilot solenoid as part of the valve. The valves are to be connected by under.- 3A-2 STEEL REINFORCEN�ENT ground wirers of the size and type herein specified, to a new EV-17-24 control clock, located r�• BARS in the building on a wall in storage room, No. 7. See Drawing L-1 for location of existing As noted on Drawings, deformed bars of new billet stee.: ASTM-A615. Grade 40 conduit sleeve through wall provided by4-others. I+. RUST AND SCALE 10. hiring from the electric controller to the control valves shall be type OF with 4/64 inch Remove all loose rust. arid scales from metal reinforcement. insulation which is Underwrite---' Laboratory approved for direct und,�ryround burial when used for circuits of 30 volt AC or less. A single wire to each solenoid from the control ( ajJ 1 and a common neutral. wire to all solenoids from the controller shall serve as the power � Y�Iirl , �k�X �,1,G+ � �� Supply. hire size ,hall be of not less than 1114. ) I 11 . Pipe and fitkinys: Pipe and fittings to be furnished and placed shall be new. .� 1 i ! SPE_C I F I CATI _ NS KING CITY OREGON BRANCH i BENJAMIN FRANKLIN FEDERAi- SAVINGS r AND LOAN 4SSOCIATION t 1 S . Y. COLUMBIA PORTLAND OPEGON 97258 NRUCF A.SAMUr.LSt)lr �4L CHITECTURE r'(MItANU,pRfGO�( MUE BRUCE A. SA_ LSAN A.I.A. DATE',AAR Z 1781 _ 35 N.E 1711h, AVENUE `�RAWINd ` PORTLAND, OREGON 97232 (501) 239- 7826 comm N. t TCMR.L;►,>d ,� r.. fir,.✓ ,�.r / Y ........--.----.__.._... —..,.._._._._._„�..—.—.. -.—•w.,++.�w.-w..�. ,. +I.+r..+..eU•r's.vArr+.r+M.r..r...-... ( III III III I I IIII III III III III III III I I III III III III III ! I I III Ill III III I S I 1 1 1 1 1 1 I ' r ! I I I I I I I I I I I I� IlI I I I i i I ' I � I 1 1 (_1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 . ��-------- •' NOTE: IF IF THIS MICROFILMED 41 I5' I I 181III I 1�.1 M � ; �J-•. S I I-- -�I I _�II _1DRAWING IS LESS CLEAR THAN - J y, THIS NOTICE, It IS DUE TO _ r THE QUALITY OF iNE ORIGIN;, -- –_ ----- - - — - - -._-_ -- - -. - -- - -- - --- ----- -- DRAWING. FZ L LZ �Z 4Z L Z L iZ Z 8i I i R ''A g L 1Q ► s z l „ ,,, .�r II lrlilllll�llllllll! IIIIIIIII Iilllllllllllllllll illllllll IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII 11,116111 IIIIilllllllr� I IINI1111 I! I I. I I�� I1 IIII r�ll I �IINiIIIIN 111 � ll Ji Illlllllilllrllllillllllllll IIIIIIIII IIII�IIII IIIIIII�I�I1111111111111r1111 Iilll II IILCIiII illltilllllll llllllr M JUNE 1 199a _AMW SECTIU'� 3A STILL REI 'iFOP,CLIIU% [ Cont s SECTION 4A IiORTARS Cont . 3A-2 STELL RL I FORCEf1ENTCunt . ' 4A-2 I I I X I N G C. AC('L'.� UltllS '�� -"� lieat,ure each batch accurately by volume. Ilix nrurtar materials dry and then wet to proper consistency Include all devices necessary for pr.per placing, spaciny, supporting and fastening steel reinforce- for use. flix by approved machine. Hand mixing permitted when small quantities only are required. Use Hent in place. no mortar containing cement after being wet more than one hour. Pre-mixed mortar lrnasonry cement) con- 3A-3_ CLEANING AND BENDING REINFORCLOENT fort•iing Lu the above requirements may be used provided that the linear expansion does not exceed 1.0 ' In accordance with A.C. I . 318 arid i A.C.I . 301 # percent when tested by ASTM-0151 . Calcium chloride may be used to accelerate the set. The amount used 3A-4 _ In accordance PLACING REINFORCEMENT withCEI1 A.C.I . shall not be more than I" of the weight of the masonry cement. No anti-freeze liquids, salts or other In accordance EIN .I . 3lU and A.C. I . 3U1 sub:3tances s'i�all be used in an attempt. to lower the freezing point. 3A-5 SPLICES IN REINFORCEMENT 4A-3 PROPORTION,,') A.Accurdance with A.C. I . 319 '- A. FJR L\TCRIUR BR1r.K WALKS SECTION 3B CONCRETE 1 . lortar for setting bed: 1 cu. ft . cer,ient, 1;2 cu. Ft. quicklime putty, 4-1,"2 cu. ft. nasunry sand. -1 GENERAL Color the Porter as directed for all exposed, unpainted brick work. Hinir,wm mortar strength 1800 • p.s;.i . Type 5, U.B.0 . N . WLA111C1i COND 11IU\`' 2. Cement 11ortar Grout: Ilix grout or pointing mortar as follows: 1 part Portland Cement, 3 parts fine I . Cold vr_•athe_r: In accordance with N.C. I . 318• Do nut place any concrete when the air temperature dry inasonry Nand, plus color additive. Add water to provide a thick pouring consistency. idbelow 40 degrees F . except upon specific approval. l3. FUR LtTLFiI0R F1f1ICI: VENEER WALLS 2. [lot weather: In accordance with A.C.I . 318. I 38-2 f1ATERIALS -" 1 . lortar for Ilasonry: 1 cu. ft. nu.�sonry cement and betwrcn 2-1/4 to 3 cu. ft. of damp, loose mortar sand dor) ! cu. ft . cement, 1 cu. ft. quicklime putty and 6 cu. fL. masonry sand. Color the mortar A. -- CL!11-%T:!'ort.land Ce,.rent : AST(I-C150, Type I \ormral` or Type III �iligh-Carly l • as directed for all exposed unpainted brick work. ilinimurn mortar strength 750 p.s.i. Type N, U.B.C. , 13 . AGGREGATES: Stone aggregate: AST,)-C33, t,ize number 467 as per [able 2 except as listed by A.C. I . 318 3B-3 FORiiS SECTION 40 MASONRY, GENERAL A. DESIG\ A\D CONSTRUC'TIU.\: In accordance with A.C.I . 318. _ 1 GENERAL 0. LARHI FOR:15: If soil and other conditions are favorable, approved earth forms may be used for foot- A. STORAGE AND PROTLCTIO%S: Care shall be taken in handling brick veneer and brick pavers to avoid chip- ings in Section 2D. obtain approval fror,r Architect prior to placing cuncrete. ping and brea!<age. Chipped or cracked units will not be accepted. Protect unfinished work exposed to C. PLA'vK FURliS FOR EKTIAJJOR PAVI\G: \oininal 2 inch thick plank in at least 20 foot lengths. brace and the weather with roofing paper or other suitable veatherproof ;cuateria.l at close of each day's work. stake as necessary to hold rigidly in vertical position without bendiny, twisting or springing uhile l3. WEATHER CO;4)111U"JS: Dc no masonry work when the temperature is below 40 degrees F. without permission concrete is being placed. fror.i the Architect. Protect all masonry work against damage frac freezing; use of anti-freeze ingre- D. T10 ATIL':T OF 10I2l1S: Keep board forms vet prior to placing concrete; wet thorouyhly just before dients not perrniLted. Work may progress during freezing weather only if approved means are provided for placing. heating materials and if masonry work is protected from cold and frost until mortar hardens. In rainy E. REMOVAL Of FORf1S: In accordance with A.C. 16 318 and as herein specified. Forms through which reici- weather, do wort: under cover only. I' forcing steel project shall riot be removed for 3 days arid shall be fully supported during this time. C. WORI,,!A'rSHIP: Chec,'< concrete sub-base before starting work. Report discrepancies to Architect for de- Remove all forUly. 3B-4 CONCRETE WORK_ IN GENERAL cision. Replace units found to be out of alignment. j 4B-2 BRICK PAVING A. WORK 0',' CITY PROPLRIY: Conform to City specifications if more rigid than those herein. A. '1ATERIALS: 'Brick for exterior walks shall be "Vers-tile" brick pavers 1" x 3-1;2" x 7-1/2" in "Fall 13. ,OTICE OF I%TENTIO\ TO POUR: \otlfy Architect at least 24 lours before each expected pour. Red" color as manufactured by 'iutual Hater.ials Company, Seattle, Washington, or approved equal. Mortar C. DETERi11NAT1O`%; OF S[RC'dGTH for setting bed _hail be Type 5 as specified in Section 4A. I . Stone Concrete: Shall be, composed of cement, fine aggregate, coarse aggregate, plast.ici7iny agent 6. I'6TALLATION: Lay brick in basket-weave pattern in leveling bed of mortar not less than l inch thick. and water except admixtures may be added as hereinafter specified. Setting bed of mortar may vary from 1.12" to 2" depending upon the uniformity of the concrete related to 2. Codes arid References: The following codes and reference standards shall be followed unless speci- the final finished surface of the brick walk. Before commencing any work, verify slopes and level of Pied otherwise-iia this Section or on the Drawings. concrete sub-base. Slope walks away from building walls and any locations that will hold water. Ex- a. llniforrm Building Code, .1976 ..clition pension joints in concrete base_ slab shall extend through the brick and mortar bed and shall be caulked b. AC1 313-7.1 Working Strength Daciyn with synthetic caulking compound as specified in Section ;H. Fill expansion joints with expansion joint c. ACI 301 ACI Standard Specifications for Structural Concrete for Building material to within 3/8 inch of top of aver and leave read for synthetic caulkingcompound. La brick 3. Strength: The 28 day compressive strength of concrete shall be as follows: avers witr• l;"2 inch wide Dints ( except expansion Dints yang rout full with ceent Porter rout as P J P P J 9 9 !laximum Size specified in Section 4A. Tool all ,joints as directed. Wipe off all surplus mortar aril leave face of 28 Day StrenQth Coarse Aggregate f laxirnurn Slump paver clean. a. Cast-in-place stone concrete fc' = 25-0 psi 1-1, 2" 4" 4B-3 BRICK VENEER A. iIATERIALS: Brick for exterior veneer at walls shall be Builders Face Brick 3-1/2" x 2-1/2" x 7-1/2' 4. Proportion of Haterials: In accordance with A.C.I . 318. The proportion of aggregates to cement standard) smooth texture in "Toltec" color as manufactured !hy flutual flaterials Company, Seattle, Wash- r arrd water shall be as required to produce the strengths noted for each type and class of concrete. inyton or approved equal. (lortar for setting bed shall be Type 'v as specified in Section 4A. D. L\POSLD E\TLRIOR CONCRETE. WALKS: Provide four �,4 , percent. air entrainment for concrete walks riot covered by brick pavers. B. INSTALL,ITIO'�: Lay brick in common or running bond wiless noted otherwise. Lay brick in full flat mor- a tar bed uitnout grooving with trowel, shove in place. In warm weather, wet brick before laying as re- L . PREPARAT10% OF EQUIP'iLNT AND PLACE OF DEPOSIT: In accordance with A.C.I . 3.18. F. !1I\ING OF CO%CRETL: Inaccordance with A.C.I . 313 and A.C.I. 301 quired to prevent undue absorption of moisture from mortar. Joints shall be 1/2 inch throughout unless 1 . Ready-mixed Concrete: If used, shall comply with the requirements of ASTH-094 and shall be sup- py a approved by the Architect and shall comply with Uotherwise noted. Deviation in joints not to exceed 1%8 inch. Slush vertical joints completely full. lied b plant Break vertical joints to form true, evenly spaced lines unless otherwise noted. Strike joints neatly p a .O.C. , Chapter 26. with trowel; brush off loose particles cf mortar. Compact joints as directed after initial set unless 2. Weather Conditions: nixing and placing of concrete in cold or hot weather shall be in accordancewith specified. Fill all holes and cracks. G. CUPLEYI with the recommendations of A.C.I . 3U1 ' C. LAYI%G FACE BRICK: Build two sample panels approximately 3 x 3 feet in size as directed. Obtain , : In accordance with A.C.I . 313 and A.C. I . .3U1 ' 's approval before proceeding with any face brief, work. Rake and/or compact joints as directed li. UEPOSITI\G: In accordance with A.C.I . 31 E3 and A.C. I . 301 modified asp follows: Architect's initial set. Keep air spaces in back of exterior brick veneer clear arid free from mortar. Leave 1 . See Article entitled "Expansion Joints" vhen applicable. 1/2 inch diameter ueepholes spaced every 2nd brick in the mortar joint of brick veneer just above flash- 2. Ilhere concrete is deposited on fir .i soil or engineered fill, all surfaces to receive concrete shall ings, concrete foundations, and other brick supports to drain water away Froin air space in back of brick be dampened prior to depositing concrete. veneer. Fill air space in back of brick veneer with 1/4 inch pea gravel from bottom of weepholes to a I . CUR I%'G: In accordance with A.C.I. 3111 and A.C.1 . 301 modified as follows: height of 3 .inches for full length of air spaces. Bond brick veneer to frame construction as herein- 1 . Protect fresh concrete from direct rays of sun, drying uinds, wash by ra?n. def:irr;cruent due to build- after specified. Brick at all external corners shall be cut and/or ground as required and laid so as inq operations and from all disturbances until thoroughly hardened. Provido arid use tarpaulins and to produce jointing as directed and flush brie': surfaces on each exposed face. Brick at internal corn- r; other protection wherever necessary. 3B-5 EXPANSION JOINTS IN CONCRETE CURBSWALKS AND SCADS ers shall be cut and/or ground as required to provide jointing as directed. - Install expansion jointexpansion rnaterial in all expansion jojoints. Expansion joints in exterior concrete paw- U. ANCHORS: Brick veneer to exterior wall sheathing: Kl�l Building Products Company's I;-il 9 gauge galvanized hard steel wire, 5-1%2 inches long, adjustable iny, walks, sidewalks and curbs shall be li4 inch wide unless otherwise noted. Locate expansion joints - veneer anchors with Tie-To 11 gauge galvanized, 3-1%2 inch diameter steel rings or crimped galvanized � ' for sidewalks and adjoining curbs not over 15 feet apart for 5 foot wide sidewalks. Concrete curbs not steel ties not lighter than 22 gauge, not less than 1 x 7 inches in size. Bed 3 inches into masonry abutting concrete walks shall have cxparrsion joints approximately 24 feet apart. Provide 3:'3 inch wide turn up on to sheathing and nail into each stop with 8d galvanized ring shank neils. Space ties 16 expansion ,Joint around poles and other construction projecting through concrete walks; betueerr edges of inches apart horizontally (,at each stud) for full height of veneer and located vertically so as to pro-- r '.devall< and vertical surfaces of buildings and betueen sideualks and other walks. Haintain true sur- vide an anchor for each 2 square feet of wall area Uniform Building Code) . Nail wire ties through face alignment of concrete on both sides of joints. Coordinate locations of expansion joints in con- sheathing into studs with two `]d galvani.ed nails. crate slabs to receive brick pavers with Section 40-213. L . FLASHING: Install over a fresh bed of mortar. Cover with mortar before proceeding u-ith masonry work. 3B-6 REPLACING , PATCHING AND CLEANING All flashing in brick work shall be approved before being covered up. Flashing over lintels to be ex- •;� A. RLPLACI\G UEFEL'T1l'C WORK: Inspect. concrete imrmediately after forms have been removed. Replace any posed on face no more than one half (.1;'2) inch each side of opening. ` 'I work not Formed as shown or which is out of alignment. posed LI\TELS: See drawings for steel angle lintels to be built into masonry work above all openings. itini- 13. PATCi1P,G: ilhere concrete is to re,nain unpainted and riot covered by brick veneer, patch pour joints, r:rul,i bearing of lintel to be eight (F'' inches at each side of opening. � pits, holes, form'marks, voids, pockets and other defective areas as directed before concrete is thor- G. CLEA':I%G BRICK IIORI:: After the brick work has been completed, clean exposed brick work with a solution oughly dry. of Sure (;lean No. 600 Detergent and water in proportions recommended by the manufacturer. Brush surface 3B-7 ItISCEL UUS CONCRETE A. iLfAL A'�D with a stiff fibre brush and re-apply solution as necessary. Immediately thereafter rinse thoroughly ! IJUUD OD ITEMS I,iEiCUDCD 1% (:UNCRETE : In::erts, anchor bolts, sleeves, nailing strips and similar with clear water. Leave clean. Do all recleaning required to remove all, efflorescence, dirt and stains metal and wood items are specified in other sections. Allow all trades: time and facilities to accu- immediately prior to application of water repellent treatment. Great care shall be taken so as not to rately locate their work. Build in anchorage for items provided under separate contracts. Be sure r discolor or damage adjacent materials during cleaning operation. all items to be imbedded in concrete are accurately located and securely attached to forces and/or adequately braced prior to placing concrete. SECTION 6A CARPE14TRY ' U. PATCHI%G OF E\ISTI'•.G CU'ZiETE: Do all patching of concrete disturbed by construction operations as 6 -1 GENERAL required. -_ r1. GRADI'JG AND QUALITY AUTHORITY 38-8 CONCRETE FINISHES 1. Soft Wood: West Cost Lumber Inspection Bureau ,Id.C.L.B. ) Standard Grading and Dressing Rules No. A. ' GL%ERAL : Leave all exterior and interior concrete as it comes from the forms with all replacing, 16 and tlestern flood Products Association Grading Rules, latest edition. patching and cleaning done as specified above. 2. Soft Wood Plywood: Product Standard PS 1-74 A.P.A. grade - trademarked. 3B-9 CONCRETE SLAB FINISHES 3. Particle Board: Commercial Standard CS-236-66 and FHA-U1128A, National Particle Board Association A. GE',.[.RAL: Place concrete' in forms; and strike off' with straightedge. Screed and darby to true levels Standards. arid slopes. Finish all concrete work true to grade and cross section. Round exposed edges to 1/2 4. Evidence of Grade: Grade marl; and trademar!< of ,association having jurisdiction must appear• on each inch radius. Round expansion joint edges to 1.'/4 inch radius. piece of material or a certificate of inspection accompany each shipment. 13. SURFACE Si;OOTH\CSS: Surface smoothness of finished concrete shall be true and smooth. Surfaces shall B. lIOISTURE CONTENT '.percentage of weight of even dry wood) : All lumber specified to have a maximurncroiva- not deviat.c' rmore than 1!8 inch from a ten foot straightedge. Surfaces which are not: suitable to re- cure content of 16 percent or less shall be kiln dried J\'-D. ) . In the absence of a stated allowable 1 ceive type of covering specified shall be carefully refinished. Refinishing shall be done by ap- moisture content for items of lumber specified below, W.C.L.B. Paragraph 3-b(1) and 3-b(2) shall govern. proved �ear�s only. !IoistUre content shall not exceed the following average and maximum percentages: Rough and Framing Lum- C. 511MOTH FLOAT FT\ISH: Wood float to thoroughly compacted, true and even surfaces; no troweling re- quired. Provide where slabs are to receive brick paving' t:. STORAGE AVU PROTECTIONS: Protect lumber, plywood, millwork and casework from weather. Protect wood roof U. 5;iOOT11 STLEL TROWEL FI':1SN: Uood float to srooth plane. Do not add water. Steel trowel and burnish r i docks and plywood components until covered by roofing. See that building is thoroughly dry before fin- to true, hard and smooth surfaces. Do not absorb wet. spats with neat cement. Wait long eriouyh before ish carpentry work and :millwork are placed. final steel trowel burnishir,y to in;:ure hard, dense finished surfaces. 6A-2 ROUGH HARDWARE ! L. OROOiIED FI%1511: After steel troweling and just before final set, slightly roughen the finish surface1 A. GENERAL: Provide as specified or required for proper installation of Carpentry and ilillwork, Types, of concrete by lightly brushing in a transverse direction with a wire or fiber broor. as directed. sizes and shapes as required to hold members securely together, in place, or to other material. Hard- Provide for exterior concrete sidewalks, drives and rasp' ware exposed to moisture shall be approved type, steel, P pp yp hot-dipped galvanized after fabrication or non- F . IIARXF,,G OFF CJ'v('RE. 1L : (lark off finished surfaces of exterior concrete sidewalks arid slabs uith "V" ferrous mewl. shaped grooves 1 /4 inch deep with approved narrow tool. Locate markings where indicated or where directed. B. GALVA\(LCD 'AILS A'41) SPIKES: All nails and spikes for exterior fi,.ish of every description shall be gal- 1 vanizcd, unless otherwise specified. G. EXTER1OR POJR[D-111-PLACE CONCRFTL CURBS: Provide transverse expansion joints as hereinbef-ore speci- C. WASHERS AND ':UTS: Provide washers and nuts for all anchor and other bolts for securing wood together Pied. Finish the top of curbs with smooth iionolithic steel troweled Finisk. Finish exposed edges and to other material. f with 1,, 2 inch radius rounded corners. D. RAFTER X-N'D PURLI"d HA'JGERS A'JD ANCHORS: Provide all hangers arid anchors. Standard hangers or anchors IT. iIACHI`JE f\iRUDED CONCRETE CURBS: Where noted on Drawings, curbs shall be machine extruded type of the noted by number are "Simpson", equal Teco or Uowoan products are approved. C. ..c-., hangers and anchors :shape and dimensions nhown on Drawings or as required to match adjacent existi,ig curbs. The concrete as requires. used shall have a design unix attaining approximately 3000 pounds in 28 day Concrete curbs Lu have a dense unif'urm texture and shall immediately be sprayed with sealer to attain maximum moisture re- tention. Cold joint:; shall be installed every 20 lineal feet . Curbs shall be bonded to asphalt sur- faces with epoxy resin in accordance with ,manufacturer's recommendations. All work shall be done in accordance with manufacturer's instructions aril by work;nen experienced in the machine extrusion methods. I . GP,U'JTI',G: Grout flagpole, railings and metal thresholds with grout composed of I part Type I cement, LP E C-1.-F I C A 1 part sand and sufficient water to form a stiff mix or use an approved flovable nonshrink grout such KING CITY OREGON BRANCH as Ilasterbuilders' "Ernbeco 636". Provide steel shins as required for leveling. BENJAMIN FRANKLIN FEDERAL 'SAVINGS I SECTIOi4 4A !MORTARS AND LOAN ASSOCIATION a-] !IATERIALri i S .W. COLUMBIA PORTLAND, OREGON 9125E A. CF 1E'.T :- Type 11 larionry Cement, A57r i-C91 or , Type I Portland Coment. AST11-1.'150 C.� ... .v';t •E�;r y 0. SA',D � 1. i iat,unry nand: Approved clean, well graded, sharp, natural sand Free from soluble salts ,alkali ) BRUCgA.SAYUELSt?!1 aril organic uatt.er conforming to AST';-0144, unless otherwise specified. When dry, all of the sand nh•)11 pass a %o. 4 sieve. A max.imuw of 10 percent passing a ':o. 100 rjcreen will be alloyed. r -�" ~ • C. CALCIU 1 C'HLOR11)t: Calcium Chloride . la of weight maximum) conforming to AST';-D`� POaTtANU.OREGOM U. WAiER: Clean and free from, irrjurioc-r; a!nourrts of oil , acids, alkalies, organic cuatter or deleterious � !s II:0. t7tIL AV& 0 "'.. substance. E . QUICKLI;IE: High calcium quicklime confor' ung to AST i-C`i. 74t of o fiof�I !1„►. �� r ' . _ .�._.-_. _,___.____r.._...___..,_...�,_._.,,.__�__•...�,,. co�M:�ans ►MrN. a ;" Nit, a� i III II III III III III fIf I I III III III I I fIf III III III III III III I I III III IIA l t III I� I III'( I III�III III I I III�I I1-I 1 t-1-P Ibrl fI - � I!lI �I�II NDTE: IF THIS P � � ORMINIS LESS CLEAR THAN III iIII lIII�I�t ''*�- ---* _�- ---•• T -.-...- .r - _.�.,. 7MIS NOTICE, IT IS DUE M TME QUALITY OF THE ORIGINAL DRA*IW. IIIiI��,�sIu� �i��II��I il�iluu iiiili� �� +miIIII ulilllli IIIIIIIii IiiIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIll�llll tIIIIaJ UNE t m illlliill IIIi1i`III a 1 7 � 1990 +rrs�•aM� ""< s . .. ., �" ,, ..+-.-._..... �,,, . SLC T 10% 6A CARPE' I RY , Cut t . SEC f 10% 6A CAR E'�TRY Cont , ) 6A-3 ROUGH CARP[ TRY , GE`JERAL 6A-6 f"I:iSH CARPL.\ 117Y Cont. ) IiATLRIAL: All material shall be Douglass Fir surfaced 4 sides unless otheruise noted. See Article 6A- 2. Exterior fir Plyvuod, Champion Building Products "Duraply", Georgia-Pacific Corporation's ";IDU" or 113 for moisture content requirerents• Simpson Ti,nher Company', "11DU" vitli phenolic resin impregnated fiber overlay on exterior exposed 1. Sawn Lur,iber: All strucutral lunber 2 inch to 4 inch thick shall be %o. 2 grade or better. 6x6 face. posts and 6 x lO beams shall be '1o. I grade if over 4'-0" long and standard and better if' less i, tn:;ect Screen: 24" x .12" rnesh bronze vire screen Fed. Spec. RR-5-141, Type 3 or Co+mn. Std. CS-131 than W-0" lorry. or equivalent aluminum insect wire screen cloth No. 16 mesh. 2. Blocking, nonbearin studs, plates, Liills, furrinc rind nailing stripe, 2 x 4 and 2 x 6: "Jo. 2 13. WORVMA`:`.THIP: Take necessary measure".rents at building to assure proper fit of all work. Determine quan- grade or better. tities of shaped moldings required and request deliv,zry as stated in Section H-16. Execute work in 3. Plxwood ahecrthinq fur walls, roof and subfloor: C-D with exterior glue. strict conforr-,ity with details. Unless otherwise specified, install finish in as long lengths as prat- 4. Plywood exposed to weather: ledium density overlay A-C with exterior glue. ticable. Fit all work neatly with tight joints. Use finish nails unless otherwise noted. Set nails � All wood in contact with or imbedded in concrete or masonry shall be pressure treated as specified far puttying. Leave all exposed Surfaces cleaned up and ready for painter's: finish. in `section 611. 6A-7FIISCELLANEUUS 11. BUILDI,vG PAPER A. ' UOUD 0LOCKI"KGs wProvide solid wood blocking in back of gypsum wallboard for mirrors and other items to I 1. ))here Recuirt�d: Under all wood sills in contact with masonry or concrete over wall and roof sheath- be Fastened to wall or ceiling surfaces. ing: 15 lb. asphalt saturated. 6A-8 INSTALLATION OF ITEFIS FURNISHED UNDER OTHER SECTIONS 2. Ami .licatiun: Protect from tearing. Lap horizontal and vertical joints at least 2 inches. Lap 2 GE'�EkAL. kmploy only skilled craftsmen; all work in strict cnnforr,ity with details. Install all work inches down over outside face of flashing. in true plane uith close fitting joints. ! . WORK,IA',S11IP: Carefully lay out, cut fit and install rough carpentry items. Use sufficient nails, H. DOORS AND 1J1'MUS: Install all doors, door frames and windows specified in Section 8G and/or UJ with spikes, screws and bolts as required by the Uniform Building Code to insure rigidity and permanence• great care. Fit doors and sash accurately to fraries with uniform clearance as directed. Install work to true lines, plumb and level, unless otherwise indicated. Do all cutting required for FI';I511IIARDWARE: Section till for FINISII HARDWARE . Care for and install all finish hardware provided installation of plumbing, heating and ventilating work; provide supports for sa:ae. Provide all block- under Section 8.v. Adjust movb:ile parte of all finish hardware to operate perfectly at time of final ing and nailers as required for installation of trim listed under Finish Carpentry. acceptance. flake further adjustments as required within one year after completion. 6A-4 ROOF CONSTRUCTION A. BEAT iS: Install beans of sizes and at locations shown. Securely fasten together and to columns with SECTION 6G INSULAT IO14 metal brackets and anchors shown or required. 6G-1 H N R_A STT INSULATION ( THE_RiiAL ) b. JOISTS A:vD RAFTERS: Set with croon side up. bauble or triple headers and trirrnners as noted. Lap and _ ATEkIAL: Batts or blan,<ets pre-formed, open faced with aluninurn foil vapor barrier on one side and spike together over bearings. Frame roofs for free flow of water to outlets. formed into nailing flanges at edges. If' batto or blankets are fully enclosed, the side of the envelope C. BRIDG1%C- Bridging required at all joists and rafters spanning greater than 0 feet. Cqually :,pace opposite the alub ,inunr foil vapor barrier shall be porous. Batts or blankets manufactured by U.S. Gypsum bridging not to exceed 8 feet apart between. Provide no,.iinal 1 x 4 inch double cross bridging. Provide Company, Johns-(rar,ville or Ovens-Corning Fiberglas Corporation which meet these specifications are ap- nominal 2 inch thiel; solid bridging and blocking where shown or required. proved. Batts or blankets shall have a heat flow horizontal resistance value of riot less than R-19 in D. ROOF TRUSSES ceilings and floors, R-11 in existing exterior wall stud spaces. 1. Scope: This division of the specifications shall include the furnishing of all materials, equip- 13. I-IHERE REQUIRED: ment and labor necessary for the prefabrication and delivery of the wood trusses in the building. 1. R-19: Between bottom of roof trusses arid floor jov;tcs where shown on Drawing, support as required. It :hall .also include all miscellaneous parts, including; bridging, temporary and permanent bracing, 2. R-11: Between exterior wall studs. and all related items of hardware, metal hangers, anchors and special ►petal shapes deemed by the C', I%STALLATION: Vapor barrier:.] on room side. Stapled at least 6 inches o,c. through paper flanges to Architect, Structural Engineer or the Truss Design Engineer to be necessary for the proper prefab- bottom of joist. Friction fit insulation may be used in exterior walls arid installed in accordance Lo rication, erection, assembly, supporting and anchoring of the wood trueses. manufacturer's instructions. 2. Gana-Nail Trusses:_ All 'trusses shall be wood trusses as designed by Air icing ilfg. Corp. or ap- proved manufacturer. 3. 1laterials: a. Reference Specifications: The design and fabrication criteria of all wood trusses shall meet with ""rational Design Specifications for Stress-Grade Lumber and Its Fastenings" by National Forest Products Association (latest revision); "Ti.-iber Construction Standards" by American l,rstitute of Tip:iber Construction latest revision', ; and "Design Specifications fo: LighL [fetal Plate Connected Wood Trusses" by Truss Plate Institute (latest revisior.) , thea ,ne as if Lhose SECTION 6H WOOD PRESERVATIVE TREATMENT specifications and all their references were set out in full herein. 6H-1 GENERAL 1i. Lumber: All lumber used for truss members shall confor,n to the published stress ratings for A. TREATI%G PLANT: Recognized lumber treating plant authorized by manufacturer of preservative and approved the species and grades as set out in the official grading rules of the appropriate lumber by the Architect. association or as listed in the reference specifications. Wherever this specification, or B. STORAGE AND PROTECTIONS: Store tre,�ted wood in dry, well ventilated spaces completely protected from notes on the plans or truss engineering designs calls for lumber which exceeds the nrinimunr the weather. set forth therein, the specifications, plans, and/or truss enyineering designs shall be ap- 6H-2 PRESSURE TREATED WOOD plicable, and information stated or shown in one shall be applicable the same as .if in all of A. 11HERE REQUIRED: All wood members in contact with or e!r,bedded in concrete. them. At the time of fabrication the maisture content of all lumber shall be within the pro- + PRESSURE TREATIICNT: Standard pressure treatment in accordance with American Uood Preservers Associa- per limits, as stated in the reference specifications. All lumber shall conform to the species tion's Standards C-1 and C-2. Perform as much fabrication of material as practicable before pressure and fully recognized nominal sizes shown on the plans or truss enyineering designs. All ;nem- treatment. bars shall be cut from lumber which bears the proper grade-nark stamp of a recognized grading ['. BRUSH APPLICAT10% ON CUTS +iADE AFTER TIIEAT:IE'.T: Apply two coats of pressure treatment solution to all association or licensed lumber inspection agency. %'o lumber shall be used which does not cut surfaces immediately after cuts are made. appear to conform to the proper dimensions and/or grades. c. Connectors: All truss connector plates shall be manufactured from ASTii A446-72 Grade A prime SECTION 7A BUILT-UP ROOFING commercial quality galvanized sheet steel of no less than 20 gauge thickness which has a mini- IA-1-` GE�" 'A rnum ultimate tensile strength of 45,000 psi. The corrosion resistant coating shall be ASTM A. APPLICATOR: Roofer approved by manufacturer of the roofing materials. A525-71 G90 or G60 commercial classy hot dipped galvanized before stamping. The connectors B. EQUIPMENT: Equip kettles for heating asphalt with thermostats as well as thermometers. Check hot as- shall have a series of nail-like projections which are designed to separate the fibers of the phalt with portable thermometer at intervals to be sure correct kettle temperatures are maintained. wood into which they are pressed, in accordance with accepted nailing practices. Where field C. WEATIIE,' CONDITIONS: uo not apply any roofing during' rain, damp or freezing weather or when the temp- assetible of truss sub-components are necessary, the connections shall be in accordance with erature is below 40 degrees F. the details shown on the truss design dravings, approved by a Professional Engineer arid the i�. 'NOTICES: %otify Architect at least 24 hours before starting work. Architect . 7A--2 _ MATERIALS 4. Engineering Drauings and Shop Uravi�c�s: �. GENERAL: All materials for built-up roofing specified and for built-up base Flashing shall comply with a. Professional Engineer: All truss designs shall bear the mane and seal and/or registered nuri- the following and be of one manufacturer's brand delivered in original packages bearing manuf2cturer's ber and state of registry of a licensed Professional Engineer. label. b. Truss designs shall include the Following information: Pitch, span, dimensions and spacing ki. ASPHALT PRIfiER: Conforming to Fed. Spec. 55-A-701. of truss. Truss bearing sizes and locations. Design loading of truss and allowable stress t'. ASPHALT: High melting point asphalt conforming to Fed. Spec,. `.:S-A-666b, lype 111A, with 1f10-200 degree increase. Axial forces in each truss member. Nominal sizes and locations of connector plates F. softening point. at all joints. Size, species and stress of grade of lumber for all truss members. Camber. I). FELTS: Asbestos felt: 1-5 pounds, 36 inches wide, perforated asbestos felt; Fed. Spec. III-141,-590, Type c Permanent lateral bracing as required by design to reduce buckling l,_ngth of individual truss I, Class A. metiers only. Handling and erection recommendations. Glass Fabric: Fed. Spec. IIFI-C-466 "Glas Fab" or Yellow Jacket". I c. Six copies of the truss designs and/or shop drawings shall be submitted to the Architect for Base Sheet: 40 pound, 36 inch wide "Flaxine" base sheet Fed. Spec. SS-R-501D, Type 1. approval prior to the fabrication of any components. ' � l (�,�_ �.� I ',AILS: Large head galvanized barbed roofer's nails, 1 inch hears diameter, stronghold ring shank type. 5. Fabrication: Length as required to penetrate through roofing and into deck or wood nailers at least 1/2 inch. a. All trusses and other roof structural components shall be fabricated in a properly equipped f . PLASTIC CE;IENf: Flintkote Fibered Plastic Cement No. 810-22 flashing compound or equivalent Johns- manufacturing facility of a permanent nature. They shall be manufactured by experienced work- Ilanville, P:,uco, Fry or Philip Carey Company's. Fed. Spec. SS-C-153B. I man, using precision cutting and truss fabricating equipment, under the direct supervision of ;. FLASH1',G COMPOUND: Flint►cote No. 810-21 flashing compound or equivalent Johns-iiannvi Ile, Pabco, Fry r' a qualified foreman. All trusses shall be fabricated under strict rules of inspection and or Philip Carey Company's. Fed. Spec. SS-C-1538 Type I. quality control as the local code r-iay require, open to the inspection of the Architect or his !i, CANT STRIPS: The roofing contractor shall furnish and install cant strips where indicated on Drawings. representatives at all times. Unlass otherwise rioted, cants shall be 4 x 4 inch equal to Flintkote fibered cant strips. b. All truss members shall be accurately cut to length, angle and be true to line to assure tight T GRAVEL SURFACING: sJashed pea gravel clean, dry, free from dirt and evenly graded in size from 1/4 to joints for finished truss. r 5!8 inch. P. All truss members and connector plates shall be properly placed in special jigs and the me;nbers 7A-3 BUILT-UP ROOFING tightly clamped in place, remaining in that position until the connector plates have been pres- A. BONDED ROOFING RFQUIREf1E%TS: Root' bond and flashing endorsement are not required. Houever, the roofing sed into the lumber simultaneously on both sides of the joints. Contractor shall perforce his work as if a bond were required. I d. Camber shall be built into the trusses, as noted on the engineering truss designs, by properly B. TYPES OF BUILT-UP ROOF1`.G REQUIRED I positioning the members in the fabricating jib. 1. General: All built.-up roofing indicated an the Drawings as "built-up roofing" shall be 20 Year e. Each truss shall be stamped with the name arid address of the franchised Truss Ilanufacturer. Bondable Type, Fire Retardant. The fire retardant value of roof asserrrbly shall bear the label of 6. Handling, Erection and Bracing: tiie Underwriters' Laboratories, Inc. for Class A or B roofing assembly as required by Article 3202-e a. Fabricated trusses and sub-components shall be so handled and stored that they are riot sub- of the Uniform Building Code. jest to damage. If the trusses are to be stockpiled prior to erection, sufficient bearing 2. Asbestos felt ;gravel surfaced` built-up roofing: "Flintkote" 415-AC for 0 to 3 inch oitch or points and/or bracing shall be provided to prevent excessive lateral bending or tipping over. equivalent Johns-Manville, Fry, Certain-Teed or Carey. Four 15 pound asbestos felt, 1.25 pounds b. Field erection of the trusses, including items such as proper handling, safety precautions, asphalt per 100 square feet. temporary bracing to prevent toppling or dominoing of the trusses during erection, and any �', APPLICATION: The application of built-up roofing shall conform to the manufacturer's specifications other safeguards or procedures consistent wcth good workmanship and good building erection hereinbefore specified and the following specific requirements: practices, shall be the responsibility of the General Contractor and/or the Erectibn Contractor. t 1. Surfaces to receive roofing: Surfaces to receive roofing will be Plywood Sheathing. Roof decks c. During the entire construction period, all Contractors shall provide means for adequate dis- shall be firm, dry and clean and properly graded to outlets and with all metal fittings in place tribution of concentrated loads so that the carrying capacity of any one truss and/or other ready for roofing applicator to attach his work. Cants in the angles formed by the deck arid verti- component is riot exceeded. cal surfaces arid all wood nailing strips for roofing and sheet metal work shall he installed arid ,1. Proper erection bracing shall be icistalled to hold the trusses true and plumb and in safe con- approved before roofing is applied. dition until permanent truss bracing and bridging can be solidly nailed in place to forma2. cleating of RMhalt: Heat asphalt to pat more -han 450 degrees F. in the kettle; apply at not less structurally sound roof framing systec,. All erection and perrisnent bracing shall be installed than 35U degrees F. at the mop. The temperature in Lhe fettle must not be less than 375 degrees F . and all components permanently fastened before the application of any loads. at the time when the asphalt is being drawn. Lay felt, kbase and ply sheets) without wrinkles, e. The permanent structural cross-bracing to ensure the overall rigidity of the roof system shall blisters or buckles. be in accordance with the architectural plans of the building structure. 3. End laps of felts: End laps of felt shall be staggered at least 3 feet, lap 4" at ends. i 6A-5 WALL A14D PARTITION CONSTRUCTION 4. �ailiny: All nailing, where required, :.hall be done through tin discs except that, at Contractor':i A. STUDS: %ominal 2 x 4 inch or 2 x 6 inch as rioted, r?paced at 16 inch or 24 inch centers, as rioted. option, galvanized "Simplex" nails of corresponding size to nails and discs specified may be used. I Place to provide end nailing for surfacing materials. Double studs at openings; triple studs at cor- 5. Rolling and broorninc : Cement felts together with Prot asphalt, rolling and broonring each sheet di- ners arid intersections. rectly into the hot asphalt not more than 3 feet behind the mop in order to insure proper adhesion ' ! PLATES: Single at floor and bottom of' openings. Double at ceilings and at heads of openings. Truss arid to eliminate air pockets. Spread asphalt in full even coats so that in no case does felt touch t� or bea:n over openings more than 3 fent wide. Errange to for,-,i continuous horizontal tie. Splice felt. C single plates, stagger ends of double plates. Splice plates abutting at corners. 'von-bearing parti- 6. Lay jauf felts: Conform to manufacturer's sprcifiratians. Apply three layers of felt in hot as- tions running parallel with ceiling joist, shall have 2 inch thick bridging securely nailed with 20 phalL, using at the rate of 25 pounds per ply. Coat all roofing with 60 pound: of asphalt to re- penny nails to fit snug between joists revery 3 Feet for securing top plate of partition:;. cocoa gravel. C. FIRE STOPPI`.G: 'nominal 2 inch material, full. width of studs, placed at ceiJ ng line arid walls over y lO feet high and elsewhere where shown or required. I'. 11E:DIJiI DE',SITY OIEI;LAID PLYWOOD :IDI%G: iIDO plywood siding manufactured in conformance with Product � Standard PS-1-74. Pattern: ungrou��ed. -Surface: smooth. thickness: I; 2 inch. Size: 4 x G and 4 x 9 5-LEA L-E -I_ J � _L_. -S as required. Grow 1 c\terior A-C. Install in single lengths, full height with no exposed horizontal � joints. Abutt joints and inside corners, caul uith caulking as recomrlrended by manufacturer of ply- KING CITY OREGON BRANCH wood used. Secure to solid lumber framing or blocking with 8d aluminum or hot-dipped galvanised casing BEN,JAhIiN FRANKLIN FEDERAL SAVINGS I nails at 6 inches on centers along Edges of panel and 12 inch centers along intermediate supports un- AND LOAN ASSOCIATION lens noted otherwise on the Drawings. 1 5 .11 . COLUMBIA PORTLAND, OREGON 9/25E ! 6A-6 FINISH CARPENTRY A. 1 . General : lumber for all work, unless otherwise specified, shall be "C acid Better" V.G. Fir finish, ;•� r,�. Paragraph 1.01-C. All Millwork is to be backpri-ied before installation. Exterior ,,illwark in to HRUCEA.SAMUELS(lti }� ARCHITECTUIRE i new be set in white lead paste. See Section 11-16 for shaped trim material which will be furnished by �' I the Owner fur installation by the Contractor F .B. .-I .B.C. ) -- - -- u;,KT;Atdp,t)REGOtI BRUCE A. SAMUELSON A.I.A_ 35 N.E. AVENUE �-1 PORTLAND. oacaoN 9123: DRAWING f ^ �d�` Is031 151- 1520 _ .��.wr� ------- -- - - - - -- _ COMM.�gscsnr'j DiMN. I �rar � f..•.urd.-a.w. ... M _ y' F. -.-. ._ ._' -w•'___.. '... ._...•._�-. •__. ._ �..r. lr..� T" .::,,:m.n .. .r I ,. I I I I I I ! ,► I i I ► I I I I i I l I l I I l l l ' ---- -- �----•-- - - `"`�""' `1 I{I III l � l ! ! !� ! !(I lllfl r ►I! III !�1� 1 III 111 I�1� 1 1� l !II II►�II III ►II lull 1 fll III Ifl�l! l III III 817-1 I �I�I III;I� NOTr_; iF THIS MICROFILMED , ORAWING 15 LESS CLEAR THAN rHIS NOTICE, IT IS DUE TO - - --- - - - - -1- - - -- -- - -- - - --I - -- : THE QUALITY OF THE ORIGINAL E Z 8Z LZ Z 4Z Z bZ JUNE Z �Z Z Si 1 LT[ T L 16�1 t ill I 13 IL 8 Si ► E Z f til ,� DRAWING. I' II III I � �i I I I i i '�I IIIIIIIi1?�IIII I I I II iI I IllilllflllllllllIIIIIIIII IIIIIIiIIIIIIIIIII 1111111 IIIIIIi!! IIII�III �` iII (Illi i ,.Iiiillil Iilllllll IiIIIII l Iilllllll IiI, LIl IIIiiiIiI IIIIIIii Iilllllll IIIIIIIII illi)) I IIIIII.iI, r,1111I1111�1111 IIIIIIiiIiIiII�IIN Illi IiIillll�lilll(ill VIII I I I Ii l 11 II . 1 , 1990 --- .....------._ _--- ----- -- F C T I O',� FCTIO',� 7A 3UILF -1'P R 0 0 F I ',G Cont . ' SLCTIU', iE_ SHEE. T (ICTALIJUfiK Cont . ! 7A-3 BUILT-!iP R05_FI ':G ['anti 7E-7 !IISCLLLA`,EOUS F LASIII ,G 7. I3a,(-, Clashi u.- Base Flashing shall be built-up base flashing as hereinafter specified. 13 . OVER STEEL L1'JLLS AM) RLLIEVI",G A%GLES SUPPORTI .G [WE'RiOR ;IASONRY VL%ELR: Full length of lintel and Ter iri;rtiori of felts; at base fla::hinc At built-up base flashing, extend the built-up roofing not leas than 8 inches longer than width of masonry openiny. F.xpused flashing not to extend beyond over ants to fade of�ectical surface face of brick from one half ; 1;2' inch each jamb to end of lintel angle. Crimp ends to divert water. 9. Reinfoi-c•ing at curbs: After built-up roofing is installed arid before metal flashing tend roof coat- Double back louer edge to form drip and terminate top edge not less than 6 inches up wall over sheath- ing is installed, reinforce all edges of built-up ruof'ing to receive metal flashing flanges with ing and teriinaty Z inches up under building paper, tvo plies of felt, 10 and 12 inches uide, hot mopped together and to top of built-up roofing, Use C. 1',D[f? 1.11'00115: Continuous aluminum sill turned up 1 inch in back and encis, finish to match sash. asbestos felts. Apply reinforcing prior to doubling hack bottom ply of roofing. AT HOTTUiI OF BRICK LEDGE: Lxtend out over concrete ledge and turn down 1 inch on outside face. Double 10. Priming of notal: All metal to be e, rbedded in aaphalL or to which asphalt is to 'se applied,shall hac�; lower edge 1 `2 inch. Extend back edge up sheathing and tcrwinate 2 inch under building paper. beprimedwith asphalt primer on all contact surfaces. r .11AL LOUVER AT CLOCK TOILER: Extruded aluminum storr.rproof louver such as Construction Specialties 11 . Roof drain outlets: Drain outlets will be set by the Plumbing Contractor belou roof deck surface ,iudel 4115 in size as noted on the drawings. Furnish re.,rovable bird screen mesh in aluminum frame at to permit free flov of uater and to prevent forr,ing a water darn at outlet rim. Properly seal inside face of Lws+, ,r. Finish louver in Kynar 500 coatiny as selected frorii manufacturer's standard roofing to roof drains in an approved manner for each type of drain used. Fill metal base of colurs. drains equipped vith clamping rings with plastic cei,ient before roofing is applied. Immediately iL CLEANING CXPOSED WORK after rooting is applied, install clarnpirig ring and tighten to provide a permanent watertight Exposed yalianized vors,: Mien finished and in place, thoroughly clean uith an approved iietal prepara- connection. Where wetal flashing is provided vith the roof drains, the metal flashing shall be tion solutic•n suitable for painter'o finish. located under the built-up roofing unless othervise directed. 7E-9 PAINTING CONCEALED SURFACES OF EXTERIOR GALVANIZED WORK 12. Pie arid vent flzshiDA: !letal flashing flanges on pipes and vents passing through roofing will be After fabrication but before installation, clean surfaces which will be concealed after erection with furnished by the ilechanlcal Contractor as specified in other Sections. The roofiny applicator an approved +ectal preparation solution. Paint one cuat red lead and oil paint, Fed. Spec. TT-P-06a. shall prime and set such metal flashing flanges in hot asphalt on the first layer of roofing and No print required on inside of downspouts or on surfaces coated uith asphalt. shall seal them to the roofing with an 8 inch strip of reinforcing fabric rrepped solidly in place with hot asphalt. Follow with a collar of base sheet to fit tightly around pipe or vent arid over- SECT ION 7H SEALANTS AND CAULKING lap the flashing flanges 12 inches on all sides arid mopped solidly in place with hot asphalt. Cut H-1 _ C A Or=N cullrtr from 15 pound asbestos felt. Each type of caulking compound shall be of one ;manufacturer throughout the buildinc. Use consistencies 7A_4 BUILT_-UP BASE FLASHING recommended by manufacturer as applicable. Finish exposed surfaces smooth arid flush. All surfaces to 1 - TNPE:- Flint <ote AA base flashing system as modified herein or equivalent Johns-flannville, Fry , Certain- uhich caulking is to be applied shall be clean, dry and free of coating impairing bond. Do not use Teed or Philip Carey Company's. primer on metal or glass work. Upon completion of installation, clean adjacent surfaces thoroughly 3. 1ATERIALS: As specified in Section 7A-2 and wipe dry in strict accordance with manufacturer's instructions. C. APPLICATIO`;: Apply two layers of 15 pound asbestos felt and one layer of cup sheet in llfiP asphalt at 7H-2 ELASTIC CAULKING COMPOUND the rate of 25 pounds per ply, starting 4 inches out on flat surface of roof measured from edge of A. TYPE: A. C. horn Company's "Vulcatex", Dicks-Armstrong-Pontius, Incorporated's "D.A.P.", Sonneborn's cant and extending up over cant: arid vertical surface to 12 inches above roof unless otherwise noted "kaukit" or Kuhl'ss "Elastic" caulking compound conror,iing to Fed. Spec. TT-C-598. and in all cases 4 inches up under rnetal flashing. Vail asphalt felt and cap sheet 12 inches a.c. U. CO%`JISTL1:CIES: Type I, soft, for gun application only. Type II , heavy, for knife or trowel applica- uith nails throuyll tin discs along top edge. Apply cap sheet and asbestos felt in 9 and 12 foot tion only. Standard uhit.e. lengths, lapping 3 inches on ends with end laps not less than 2 feet apart. Coat the cap sheet with C. IN:STALLATIO'v: Clean and carefully prime joint surfaces with approved colorless, nonstaining primer as C-13-C4 asphalt emulsion at the rate of 6 gallons per 100 square feet. per recommrendations of the manufacturer of the caulking material used. Caulking compound shall not be 7A-5 PROTECTION FOR METAL FLASHINGS installed until preparation of joints has been approved. Ca�.rlking compound shall be applied under pres- s. IATERIALS sure with a caulking gun to fill the joints arid form a watertight seal. Depth of caulking compound 1. Ply sheet_: 15 pound asphalt saturated perforated asbestos felt for asbestos built-up roofs. shall be at least 1,'2 inch. Prior to priming of joints and installing caulking compound, tape adjacent 2. Asphalt: As specified for built-up roof on which protections occur. materials as required w.iere materials are porous and difficult to clean. Before caulking compound is l�. APPLICATION: Coat metal after it has been primed as hereinbefore specified, with hot asphalt; inl- installed, joints that are deeper than the recommended depth of the caulking compound used shall be mediately embed therein an 8 inch wide strip of ply sheet centered over nailing course. Coat ply reduced to proper depth by insertion of a closed cell polyethylene backer rod or filling with polyeth- sheet strip with hot asphalt; then immediately embed therein a second strip of ply sheet 1L1 inches ylene foam. uide, completely covering the first. Apply this protection before asphalt roof coating is applied 7H-3 SYNTHETIC CAULKING FOR BRICK PAVING for gravel surfacing. A. TYPE: PRC-27C Polyurethane two part caulking compound for horizontal flow type installation. ilason's C. MERL REQUIRED; Over metal edges of metal base flashing of curbs, metal conductor sleeves and other Supply Company, Portland, Oregon distributor. Color -- Standard Grey. locations where metal extends out onto built-up roofs. B. I\STALLATION: In accordance with manufacturer's printed instructions. Primer - PRC #26 (non-staining) . SECTION 7D SHINGLE ROOFING SECTION 8B ALUMINUM ENTRANCES AND DOORS FGENERAL �. lioofer approved by manufacturer of material. A. SUBIIITTALS: Shop drawings; complete with doors, frames and hardware. 5. Do not apply roofing during rainy, damp or freezing ueather. B. HATERIAL /D-2 MATERIALS 1. Aluminum extrusions equivalent to "Alcoa" Alloy 6063-T5 A. Johns- lariville "1loodlands" series fiberglass 5eal-0-Matic shingles ueighing approximately 3_)0 pounds 2. Fasteners; screws and bolts Alloy 2024-T4 per 100 square feet; standard color - Black 'loss, is specified. 3. Anchors arid reinforcing; provide all anch-ro, brackets reinforcing and inserts required. t' Comply uith Federal Specification SS-S-294A, Type I and SS-5-001534 Class A, Type I C. WORKiIANSHIP: E%ecuted by skilled mechanics; true to detail, fitted with proper joints to plumb, level D-3 INSTALLATION alignment. i. Install in ,s rict accordance with manufacturer's directicns for Class A roofing, 6 inch exposure, 2 D. 'IA'a1FACTURER5: Kawneer is specified for hardware and style criteria, Feiitron, P.P.i,. , 0.5. Aluminum inch minimum head lap. or Rebco units complying are approved. r See that roof s' jching is vell nailed, clean and dry. 8B-2 DOORS C. Install flashing and gutters as shown or required. Equal to Kawneer's 'yarrow Stile 190 Series with square snap-in stops. Manufacturers standard reinforc- U. Provide all necessary hip and ridge shingles applied in double layers uith S inch exposure. ing arid weatherstripping. Factory fit and ripply hardware. Accurately fit doors to frames before ship- ment. SECTION 7E SHEET METALWORK - 88-3 FRAMES -1 GENERAL 6063-T5 extruded aluminum sections in standard design as rioted on t(se drawings. Provide all reinforc- 11. SUB iITTALS ing, anchoring devices and bolts required. 1. Shop Drawings: Metal roof edges, rnetal base flashing, gutters, conductors and straps. Clock BU-4 FINISH tover metal roof covering and flashing. - Permanodic #28 medium bronze finish AA-1121C22A42 . 2. Catalog Data: Metal louvers. BB-5 HARDWARE 7E-2 MATERIALS A. HINGES: Top and bottom offset pivots at doorb TEXA, and 7EXA. Top and bottom centerhung pivots '.� GALUA%:IZED STEEL OR IRON: ASTIi-A93, Class D, 26 gauge unless otherwise noted. at doors 113 as noted. i3. COPPER: ASTH B152, 16 ounce unless noted otherwise. Mere cornice temper copper is specified, use 13. CONTROL HARDWARE: Overhead ronrealed "SAfi II" closer with 90 degree stop and backcheck, non-holdopen cold rolled cornice ternper. Where roofing temper copper is specified, use soft hot rolled roofing for doors 1EXA, and 7EXA. Overhead -ancealed "Husky" closer with 105 degree stop and back- ; temper. check, non-holdopen for door 113. C. SOLDER: ASTiI-B32. Use 50 percent pig lead, 50 percent bloc!< tin for all galvanized work. Js 40°o C. LOCKING HARDWARE: Adams Rite 115+1890 with IiS 4510 x 4560 handle and top and bottom recessed flush 1 pig lead, 60% block tin for copper wor!<. bolts in the inactive leaf. 3303 14} . ' D. ':AILS AI'D SCREWS: Galvanized steel for galvanized work, hard copper or brass for,copper work. D. PUSH/PULLS: Manufacturers Standard No. 26 Style "U" each side. I . PLASTIC CEfiE'4T: Flintkote Fibered Plastic Cement \o. 910-22 or equivalent Johns-ilanville, Pabco, Fry L. THRESHULD: Manufacturers standard 4 inch, offset pivot for overhead closer at doors TEXA, and ' or Carey. 7EXA and standard 6 inch, centerhung pivot for overhead closer at door IB. F. FLASHING COMPOUND: Flintkote Non-Fibered Flashing Compound or equivalent Johnn-ilanville, Pabco, Fry F. SIGN: On each door head transom bar include a sign to read: "THIS DOOR TO RDIAIN UivLOCKED DURING or Carey. BUSINESS HOURS". CAULICI%'G C011POUND: Elastic caulking compound as specified in Section 711. G. CYLI\DERS: Section BN 1 11 -3 WORKiIANSHIP A. GLNERAL: All material in brick work shall be copper and in roofing work shall be galvanized steel SECTION 8G WOOD DOORS unless otherwise specified. All work shall be executed by skilled mechanics according to best methods 8G-1 GENERAL } I knoun to craft. Form lines, mouldings and edges sharp and true; reinforce as required for stiffness. A. WARRA\TY: fianufacturer's written door warranty, including repair or replacement including reasonable Allow for expansion and contraction and for shrinkage of wood construction. Neatly Forrn and finish cost for refinishing and rehanging. all joints and seams. Exposed surfaces shall be free from waves and buckles. Tin edges of sheet to U. CLEARANCES: 1/8 inch at (lead arid jar:rb; 3/8 inch above finish floor; 3/8 Winch above top of carpet. be soldered 1-1/2 inches on both sides. Conceal fastenings in sheet metal work wherever practicable. 8G-2 INTERIOR DOORS Provide all flashings and sheet metal uork shown or required to snake exterior work permanuntly eater- A. GENERAL: All doors shall be free from binding, 1-3/8" or 1-3/4" flush hollov core or solid core, sizes tight. as shown on Door Schedule. Face of doors to be paint grade birch. The moldinys noted for inclusion 1 B. SEAMS: Finish seams shall not be less than the follouing die,: �nsions, unless otherwise noted: Stand- on Door 5A are part of tilt Contract vork arid will be furnished by the Owner. (F .1.0.-I ing seams: I inch high; Lock seams: 1/2 inch wide; Lap reams, where soldered: 1-1/2 inci-.es wide; Lap :teams, where not solderek': riot less tkian 3 inches wide. !lake flat arid lap seams in direction of ' flow. Ilallet .soldered flat locked seams before soldering and then sweat to cbmpletely completelyfila seams SECTION 8J METAL WiNDOYIS with ,older. Form and locate loose lock seams to preclude leakage. GJ-1 GENERAL 7E-4 FLASHING FOR SHINGLE ROOFS A. SUBMITTALS: Shop drawings complete with windows, metal panels and 3trucutural reinforcing. ! 1 . STEP ELAS -II `VG AT IN,TLItSLCTION OF ROOFS AND VERTICAL SURFACES : In each couroe of shingle, U. SIGHT LI":E WINDOWS: Upon installation of windows and prior to concealment of clips, anchors and other set .in individual pieces of metal flashing 9 inches long and not less than 10 inches wide, bent length- fastenings, windows shall be visually sight lined from exterior to form plumb vertical arid level hori- I I wise to project 4 inches out into shingle courses and at least 6 inches up vertical surfaces. zontal line. B. VALLEY FLAS111%G : Valliys shall be open with 6 inches of metal exposed. The metal shall be in one 8J_-2 MANUFACTURERS piece. 15 inches wide running long vay of valley. Edges under shingles shall be doubled back 1%2 inch -' Manufacturers names and nunbers indicated on Drawinc3cs and specified herein are Kauneer arid are intended to divert the water. Secure valley in position with "Z" shaped 2 x 3 inch, rnetal cleats hooked over to establish desired section and design criteria only. ilaiitifacturerg listed below complyiny uiLh the doubled back edge 12 inches o.c. Shingle shall overlap the metal 4 inches. requirements of this specification are approved: 7L -5 METAL ROOF AT K TOWER Fentron Industries, Inc. , Rebco, Inc., United States Aluminum Corp. A. ilATERIALS 8J-3 STORE FRONT WORK Roofing Felt: 15 pound asphalt saturated roofing felt. A. ALU!1I'4 i FI\ED GLASS FRAilE5: Kswneer series extruded frame sections in standard TRI-FAU 451 designs; Sheet ;letal: 26 ounce roofing temper copper unless othervioe noted. shown. Provide flush, snap-in glazing channel and non-stretching vinyl glazing beads standard with Clips for Roofing Sheet,: same material as sheet,; 2 inches wide. the manufacturer. Install frames in strict accordance vith manufacturer's instructions. Provide all } Clip!; for Galvanized Steel Roof Edging: Continuous 20 gauge galvanized ;steel 2-1/2 inches wide. steel bucks, framing, bolts and anchoring devices shown or required for a complete installation. ! Screus for Clips: l inch long %o. 8 flat head galvanized steel as required. B. FI`,ISII: .;pall be Permadonic #28 medium bronze 1,AA-;121C22A42) free of scratches and surface bler,iil;hes. 0. PREPARATIO%: See that roof decks are firm sgrooth, dry arid free from loose iiaterials. Cover the err- C. IySTALLATIOe: \o work shall commence until shop drawings have been approved. All work shall he by an tire roof surface with 15 pound asphalt saturated roofing felt, turn down around edges and up full approved installer only. All mouldings shall be in single full length pieces. %o transverse joints height in back of flashings. permitted. All screws used for securing sash to wood framing shall be of stainless steel. All cor- C. tiIETAL RUUFI`:L: Lay sheets over deck area to within 4 inches of edges, with short dimensions perpen- tiers shall be accurately cut arid neatly fitted to p,. 'uce hairline joints throughout. Ilitered joints r dicular to eaves, cross joints staggered. All joints Flat locked, rnalletcd before soldering arid between head and jamb 'section. Butt joints between jamb and sill section. Caulk all exterior framres sweated to fill seams completely vith solder. `secure sheets to dec1: with clips spaced at riot inure to brick veneer. than 11 inches center:, along all seams. At clock tower, vertical courses of pans shall not be over r 16 inches wide. All joints to be clinch lock type arid made weathertight viLhout solder. The cap- ; pi,ig of tlse clock tover is to be tirade veathertight and all joints are to be blind soldered and wort: reinforced where necessary. 7L -6 HANGING GUTTERS � A. 1ATt-T:iaLS`_...�"_. �-P_..E..�...I. F_1� r�T_I_�� Gutter: 26 gauge yalvani7ed steel. Handers: V G x 1-1,,4 inch galvani:cecf steel or approved aluminum strap hangars and apron. KING C [ TY OREGON BkAfJCH Screw,: Same material as hangers or stainless steel. H. FABRI1:ATIUN A':D I'.SiALLATIU;;: Shape gutter as shown: reirrforc3 outer edge as indicated. Tlottorr of BENJAMIN FRANKLIN FEDERAL SAVINGS lock seam shall riot be lower than the top front edge of gutter. Turn back of gutter 3 inches onLu AND LOAN ASSOCIATION roof and Secure with mails. Provide end pieces, end caps and full conductor size outlet tubes ars �j� 1 S .W . COLUMBIA PORTLAND, OREGON 7/258 required and transverse expansion joints 30 feet OX. r,iaximui,r. �iiter corners:. Space hangers near . A 'w ends and not more than 2 feet apart between. .G� �+ --- - - -- _ _ ' � ARCHITECTURE iE-7 I�iI5CCLLANEOU5 FLASHING . � i3RUf� � � ,� �i � . .� I ... �gW.!Ci.�1M �� 1 . Sheet 1 fetal: 16 ounce cornice temper copper unless oLliervise noted. 2. ',.gills arid Fastenings:_ Same material as flarshing. # BRUCE A. SAMUELSON A.I.A. DATE'AAAdt• l� � PTt.'+NC�OREt;r�M 3s N-4. 1711h. AvtNue DRAWING PORTLAND, ONFOON 91222 (S02) 2811-- 7526 __.-- r -.---,.--,.-........-..-...........,,......-.......-......... •(. � �/ COMM.8�� D W N ,5.�. CNK.N,./�.S. �G.. .. 'Iill�tllIIIIIIII Illlrll I� 'II I IIIIIII VIII 1 IIIIIII IIIIIII IIIIIII IIIIIII 1111111 VIII I IIIIIII IIIIIII IIIIIII VIII I III� 1111� II� � II l�;lilt �'l�l I IIIIIII IIIII � I llillll l�Ill l ,, ..__ .- . _ _ " ._� ' _ ` � w + NOTE: IF THIS M ICRCF I r MED �. I I I � I .LtbI 11 DRAWINGIS IFSS CLFAR THAN 11 THIS NOTICE, iT IS DUE (0 _ THE QUALITY OF THF ORIGINAL - - -- - �T^+T p r,rAWI r E Z 8Z LZ Z 4L �Z EZ Z IL Z 8i 8I LI i i [ I �1 i 1 i 8-�� L 9 9 1r Z I „�,,. I IIIIIIIII IIIIIII Illillll Ill IIII iflllllliil f FII I I i iii fl VIII IIII I I III I � l ►IIII Illllll VIII II IIIIIII 111111 Ill il � IIIIi 11 I I IIII �� IIII ►►111111 1 1 000JUNE . • - - __ ._: ..,.�..... _ ..,,._„�...�.�.. ... .�I��.r.;r. ��^a . arm. 5LL 110 . .1 METAL I!I'.DOWS Cunt . SEL' TIU\ "J PAI'.TI %G A\D Fl % 15HI\G Cont . ' 8J-4� FILLER PANEL AT SILL EXTERIOR 93-3 WORKMANSHIP A. GL\LRAL: Furnish and install in flash frame vinyl glazing bead Weyerhaeuser prefinished panel 15 single A. GE •LRAL: Highest quality , perfurlped by skilled r.,echanics to Architect's satisfaction. glean all surfaces faced plywood core viti► pebble texture 1U-mil alurninum sheet face and 1.5-r,ril alu�'rinur► fuil on back_ before painting, of all dirt, oil, grease, rust , scale and other foregin natter using sandpaper, steal Use single full size sheets only , no joints perrn.ltted, scapers and,'ar wire brushes where necessary . Inspect all galvanized metal surfaces to be painted for Li. FI`,I511: Coat face sheet with etch primer arid force-dried acrylic coating to average 1-mil thickness proper and adequate cleaning and surface preparation specified in Section 7E . Application of first coat in :statuary bronze color. of paint constitutes acceptance of surface preparation. Fill all cracks, holes arid other imperfections C. GUARAWEE : Furnish manufacturer's standard certificate yuaranteeing panels arid finish for 15 years. with approved material such as spackle, crack filler or putty. Fill rail hole, and minor imperfections after priming. Seal sap and knots in painted wore: before priming with an approved knot sealer. Sand- SECTION 8t; GLASS AND GLAZING paper work bet,reen coats as required to produce smooth, even surface for finish coat. Spread material 131,_ G \ A["-'- (974 evenly without. runs or sags. Cut sharp liner against glass and other material . Each coat must harden Glass arid glazing shall conform with applicable r quirements of U.B.C. Code Chapter 54, b Edition before succeeding coat is applied. and C.P.S.C. Consumer Product Safety Commission) Safety standard. d. CO'.DITIO\ OF SURFACE: If surfaces are not In proper condition for painting war:<, the Contractor stall x ( 8K-2 MATERIALS notify the Architect before proceeding with any work; otherwise, the Contractor will be held responsible A. ~' 5/ inch or 1 inch insulating glass units for all liter in exterior windows arid exterior dour transoms. for any poor work caused by improper surface,. Application of first coat of pait►t t.pecified herein con- B. 1/4 inch thio, tempered glass for all glazed doors rioted T. GL. stitute, acceptance of the surface by the painter. C. 1/4 inch clear polished plate glass for transom at Door 1H C. Dt=FLCTIIL PAI%.,TI`X WORK: Repair painting work damaged during construction. At completion of work, clean D. bullet proof glass for drive-up window is furnished and installed by others. off all oil and paint spatters, stains and spots from floors, woodwor:<, glass, harduare and other sur- faces and leave the entire job in first class condition. SECTION 8N FINISH HARDWARE mc.- :3:a C) ( 0. COVERAGL: Each coat of paint or enamel shall completely hide the preceeding coat. The minimum total 8`,--1 GC_\ 3`�� thickness of the combined prime, body and finish cout, on smooth metal shall be 3-1/2 mills. Each coat A. Furnish templates of hardware as required for coordination of war;< b) other trades. of paint or enamel shall be of a sufficiently different shade to provide easy visual inspection of the B. Schedule of hardware, submit 4 copies for approval a detailed schedule Lased upon the requirements of number of coatis applied. the Specifications and Drawings. 9J-4 MATERIAL C. Check all conditions and furnish approved fastening devices as required. Rodda, : filler, Pittsburg, Fuller-O'Brien and Sherwin-Williams paint products are approved. D. haunting Heights; coordinate height throughout. Door knobs: 36" 9J-5 PRlHINIG AND BACKPRIHIN'G E. These specifications include ";le ,rorandum of Types of Hardware". Carefully examine the door schedule All uooduork of ever;, description to receive painted surface interior ar'd exterior) . and all draving, to fully ascertain the extent of the hardware required. Verify all dimensions, hands 9J-6 EXTERIOR PAINTING .WOODWORK AND FERROUS METAL ) arid installation requirement, and conditions arid be responsible for supplying the correct hardware. 3 Coats prime, body and finish) exterior trim paint Grin 80-90. E3'�-2 MEIIORANDUII OF TYPES OF HARDWARE 9J-7 I\TERIOR PAINTING ~~ Group 111_ IEXA, 10, 7LXA others, except backpriming of trim as noted above) e) 3 each c lingers 20-010--113-626 Schla 9Jr8 MISCELLANEOUS PAINTING y y A. E\POSED IIETALIICRI' UNLESS FACTORY FI\ISHED: 3 coats prime, body and finish) GHR 80-90. Croup 112 3A 3. I\SIDE OF DUCTUORK VISABLE FRO11 FI\ISHLD SPACES: I coat flat black enamel. 1-1 ,2 pr. Butts 4181-3 3-1/2 x 3-1/2 ;Lawrence) C. U%FINISHED SPACES: No paintiog is required. 1 Loch Latchset AIUS-PLY-605 x 2-3,`4 BS Schlage) D. PARkING SEPARATOR LI'�ES AND DIRECTIONAL ARROWS: Provide 3 inch wide painted parking separator lines and traffic directional arrows on parking lot as shown on Drawing 1o. 1 . Paint with one coat of Rodd, paint Company's traffic lacquer in white color. Paint one ( l ) standard handicapped symbol 10 inch square where noted on Drawing No. 1. SECTION 9K RESILIENT FLOOR COVERING 97- 1- Group #3 2A - Protect from damage of every Kind until huildiny i, accepted. Da.,aged or defective work will not be 1-1;'2 Pr. Butts 4181-3 3-1/2 x 3-1/2 ;Lawrence) accepted. 1 Each Privacyset A405-PLY-605 x 2-3/4 85 Schlage) 9K-2- WORKHA\SHIP A._ PREPARATION OF SURFACES: Installation of coverings spec_ r ied herein constitutes acceptance by this Lon- 1 Each Closer 4110-C1J511 STAT ;Corbin) tractor of the surfaces upon which the coverings are installed. Finished surfaces of coverings when 3 Each Silencers 21 (Glynn Johnson) complet3d shall be smooth, true and even and free from readily visible waves, ridges, dents and other Group 114 5A objectionable unevenness. 1-1/ 2 Pr. Butts f_. INSTALLATION: Coverings shall be installed in strict accordance with manufacturer',, specifications. AIOS-3 3-1/2 x 3-I/2 (Lawrence) Adhesives and underlayment required shall be in strict accordance with manufacturer's specifications. 1 Each Latchset ATOS-PLY-605 x 2-3/4 BS (Schlaye� .l Each Stop 404 83 ) (Ivey At door opening where vinyl sheet floor adjoins floor covering of different kind or color make jointing ` directly under center of door. C. CLEANING A%D FI%ISHI'JG: Upon completion, clean and wash vinyl sheet flooring and set-on bat-se in accord- ance with manufacturer's instructions. 9K-3 SET-ON-BASE � Ilyc.a or Flex-Cove 1/8 inch thick, 4 or 6 inches high as indicated, 120 foot rolls, first quality top set moulded or extruljed cove rubber base in plain colors other than black or brown as selected. Adhesive Grow l/5 Access Hatch for securing base to all surfaces shall be as recommended by the manufacturer. Provide preformed ex- t Each Lift handles 2l6 3-1,,4 Laurence) L leach Hinges 922 - G" (Lawrence) ternal corners to match base. Install base with all joints, miters and returns tightly and neatly fitted and tight to wall and flooriny. BN-3 KEYS AND KEYING SYSTEM 9K-4 SHEET FLOORING A. Cylinders for all locks shall be 6 pin tumbler suitable for vaster keying, grand master keying. A. JATLRIAL: Ar^►strong Cork Company's .090 inch gauge vinyl Corlon with Hydroc_urd Back in Seayate Series, B. Exterior door lock cylinders can be keyed at Contractor'.; choice, the Benjamin Franklin will replace 6 feet wide in as long lengths as possible. Color to be selected from manufacturer's current range. construction cylinders with security keyed cylinders at the time of delivery of other equipment and Install in strict accordance with manufacturer's specifications. Piecing and short er►ds will not be furniture and will retain the construction cylinders for future rekeying. permitted. Use waterproof adhesive only at all seams. Leave all surfaces smooth, in true plane, free from air bubbles, blisters and thoroughly clean. SECTION SB GYPSUM WALLBOARD 9K-5 RUBBER TILE ENTRANCE MATS - -1 G `ER L Where noted "Futures Carpet" on the Drawings, furnish and install in recess at brick pavers U. S. Gypsum Company's products are specified. Georgia Pacific Gypsum Company's and Flintkote Company's t Futurus Carpetile as manufactured by Futurus Inc. Size of tile 3/r.1 x 12 x 12 inch. Install in strict products complying with these specifications are epproved. All material shall be the product of one accordance with manufacturer's directions using sealer and adhesive as recommended. Lay in pattern as manufacturer. directed. No beveled edging strip is required. Provide written 3 year warranty from date of acceptance 9B-2 MATERIAL 1de depth of recess and finish of of work covering material antile d installation. Instruct e setter as to p 1 A. GYPSUil WALLBOARD: U. :-;. Gypsum Company's tapered edge "Sheetrock" 4 x 3 and 4 x 10 foot sizes, 5'3 � surface for installation of carpetile. Required at Duos,, 1EXA and 7EXA as shown inch thickness. Use tapered edge type for 01 gypsum wallboard work unless otherwise noted. 1-1;4 r inch USG Type ll drywall screws for wood framiny. SECTION 9L "TALL COVERING H. METAL TRII1 s 9L-1AM %IATED PLASTIC IJAINSCOT --�-�-�-�� "Formica" -- r, "Wilson �. External Carriers: `:o. 101 "Dur-A-Bead". A. MATERIAL: 11 Formicai l is specified. Equivalent Milson Art" t 11 or Texolite11 �are approved. latcrial shall Edge Trim: 'tin. 200 B metal trim be 1/16 inch thic!<, solid color Design No. 891 "Wheat" - 65 finish. Use full size sheets. Joints shall ('. 1111ERE REQUIRED be at approved locations only and shall be hairline butted. Tapered edge gypsum wallboard: For all wails; telephone room, janitor closet and lavatory ceilings, D. WHERE REQUIRED: For plastic laminated wainscot where noted on the Finish Schedule. i 5/3". See Drawings. - C. INSTALLATION.,: The laminated plastic material shall be bonded to the walls by the contact bond cement Iletal Trim: For corners and edges of all exposed gypsum wallboard method using contact bond cement recommended by the manufacturer of the laminated plastic material. used. 9B-3 _ APPLICATION Exposed surface of laminated plastic material shall be left thoroughly clean and free from marks and Cut and fit gypsum wallboard accurately. Apply wallboard, metal trim, finish and sealant in strict scratches. Provide metal edge strip at all exposed edges. Stop wainscot above base as noted. i accordance with r:ranufacturer's directions. Install metal trim at rill exposed edges and external cor- ners of all exposed wallboard. loints in wallboard on opposite Fides of partitions shall occur on ? SECTION 10D TOILET ACCES DRIES different studs. Attach wallboard to wood studs arid ceiling joists with screws spaced at edges of IOD-1 TOILET PXPER�N LDE� wallboard and not over 16 inches o.c. between. Stagger screws at adjoining edges. On all types of ' Provided and installed by Owner. wallboard exposed to view, finisr all joints, metal trim and screw despressions with three coats of , IllD-2 PAPER TOWEL CABINET joint cement using the "Pert-A-lupe Joint `system". __ HATERIAL: Crown Zellerbach's Manu-Towl No. 2J1 or Parker T13UOIJ to dispense standard multifold or double fold towers. White enamel finish. Locate where directed at each lavatory and at sink in emlployee room. l SECTION 9C ACOUSTICAL TREATMENT IOD-3 WALL MIRROR I ' �_1 _ ALOUSS11CAL_UNITS Bobrick B-165 Series or Parker 2010 Series mirror. Size: 24 x 30 inches high. Locate at lavatory above A. lil',IERAL FIVER Lay-1'; PANELS: Armstrong Registry design in Pattern A and/or B as selected 3/4 inch wainscot. thici<, 24 x 24 .inch tegular edge, white paint face, flame spread index Class t, NRC Range .55-.65, light reflectance LR-2. Similar mineral fiber panels meeting the above specifications as manufactured SECTION_ 10J MISCELLANEOUS SPECIALTIES by Celotex Corp. , Conwed Corp. , and 'rational Gypsum Company are approved. Flan►e resistance of mater- 0J-1 GE`:-ER A ials listed in the above materials schedule shall rmeet the requirements of Fed. Spec. S5-Sll8a for i. SJB;IITTAL`_; I flame spread class specified. Required: in Rooms No. 1 , 6 and 7. 1 . Cataloq data: Access panels. 11. IIINERAL FIBER LAY-IN PA'.ELS: Armstrong Hinaboard Fishered Design 5/3 inch thick, 24 x 4,131 inch lay- LI. PROTECTIONS: Completely protect all specialty ite .►s from damage until coirpletion of building. in, white paint face, flame spread index Class I , NCR range .50-.60, light. reflectance LR-1. Similar 10J-2 ALUHINUM FLAG POLE mineral fiber panels meeting the above specifications manufactured by Celotex Corp. Conwed Corp. , and '- Flagpole, flag and all equipment above ground will be furnished by Owr►er. This Contractor to provide t National Gypsum Co. are approved. [required: In Room No. 5. base footing and sleeve as noted on the Drawings and installation of the flagpole to be supplied to the C. ilECHA'rICAL SUSPENSION SYSTEMS: Suspensioncsystem shall b,; Armstrong Low-sheen satin white intermediate site. A&C. 3.�Qt`h,�• or heavy duty in accordance with AIIA-XACA-SCHA specifications for Acoustical Tile and Lay-in Panel 10J-3 CEILING ACCESS PANEL :2zy. 30 wit w Ceiling Suspension Syt;terns". '-� Inryco, Inc. "Ililcor" access panel is specified. Style DW Standard for installation in gypsum board 1. Hangars: !o. .12 W & 11 gauge galvanized, soft, annealed, mild, steel wire spaced not more than 6 surfaces. LOCKS: Provide manufacturer's standard screwdriver operate flush locks for all panels. Pro- inches from ends and not more than 4 feet o.c. vide strike on jamb of panel to accommodate earn loc!<. HINGES: Conce ed with removable pins. FI'.1511; 2. Installation of Ilan erg: Anchor hangers to structural framework in an approved manner so as to One factory primer coat of gray rust inhibitive point. SIZES: As ted on the Drawings. Set flush develop th► full strength of the hanger. To wood, with `;o. 2 galvanized steel screw eyes or loop with surrounding finished surface of ceiling. Provide and i ► wFer'e noted access panels. wires ac,u s'_aple securely. IOJ-4 SIDEWALL ACCESS PANEL 3. Light Futures arid flechanical Grille,: Provide ceiling framing adequate to support ligating fix- Inryco, Inc. "Ililcor" fire rated access door is specified. Install in sideuall of ilechanical Well as tures and grilles. [lain runner of ceiling suspension to occur on each Nide, or end, of light fix- shown on the drawings with flashing installed as noted. Latch bolt operated by raised K►lur.led knob from ture with extra wire support at each corner of fixture. outside and manc111acturers standard interior latrh releafle. Provide with manufacturer:, standard key op- , D. 1-GRID SYSTEH: Similar National Rolling flillo T-Grid, Donn Products, Inc. or Steel Lok Suspended erated cylinder lock. Hinge and finish, manufacturers standari. Size: 24" x 24". Ceiling System grid is approved. 11here openings less than panel size are required for recessed light- IOJ-5 I1CTAL GRATING ing fixtures and heating and ventilating grilles, provide additional T-Bar, to form such opening with- Intertec Corporation AI-14-C Aluminum 1"x1/8", 1.95 lb. grating is specified. Gray I .K.G. Industries j in the panel,. Fabricate of cold rolled zinc bond steel finished in to-a-sheen satin white baked enamel I"xl/H" aluminum grating approved. Provide and install grating, support beams arid ledger angles as shown to match color of acoustical panels used. Install in strict accordance with manufacturer's directions Grating to include one 2'-0" x 4'-0" hinged trap door at southwest currier of Ilechanical Pit. and as follows: Lay aut on pattern r•:ioun or as required to provide uniform margins. Install edge r,►ouldings at -inter,ertions of grid and all vertical surfaces and ceiling moulding. SECTION 9J PAINTING AND FINISHING _ ! 9J-1 SA[IPECS KING CITY OREGON BRANCH r r Prepare 12 x 12 inch samples as directed L,f colors, sheen luster and texture for exterior paint and BFNJAhI I N FRANKLIN FEDERAL SAVINGS enamel. Color selections and approvals of samples will be by Architect for this project. Request color AND LOAN ASSOCIATION selections at least two ,2) vee!<s prior to preparation of sar;pies. 9J-2 GENERAL 1 S .W . COLUMBIA PORTLAND, OREGON 972.58 A. Field painting shall not be comwenced until finish grading is completed. Do no exterior painting d'uriny rainy or freezing weather or while (surfaces are damp. B. Store materials where directed, open cans only as needed, confine waste to metal cans arid remove. �`•� IrRl1t A.5AMUEISOla t'( CHITECTURE 1 C. Exterior painting only in this contract, interior decorating and painting will be by separate contract . `'� 1 "r BRUCE A. SAMUELSON A.I.A. DATE14%*,R. a, IS PORTLANU,ORF^ON 35 q.E. 117+h. AVAHUE DRAWING PORTLAND, OREGON 4/232 �+// '• �\.� (SDs) 234- 7524 ____._..____. �._.. .-...r_ �.�...-._____...__.._._.__-. ___� ._ - r O� � _--_ CQMMI.dada DM1N.rai�. �CN1(.�•L,4r. r e ,Sw ril� �11t - ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ' I I I III V I I I ! I l l l i l l l l l l l l ! I I I I I I I I I I I I I. I I I ,1 I I I I I I I I I I I I I I I I I I � ,�•' --��` `�' -'" +»�_- � � � � �� ' NOTE: IF THIS MICROFILMED 4 1� RA �_ ��_. ----�- �.__�✓ -�- -.� �_, 1_____J D WING IS LESS CLEAR THAN � 1% THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL Z Z LZ Z 4Z Z ba Z TZ Z sT T LT T T T £i T it T 8 DRAWING. £ ii�i �iuliiliiiiiliiiiiiiililiiiiiillliliiiilliiiiliiliiii �ililil�illiil�IiIIIIlliiiiiiiiliiiiiiiiliiiiiiiilili� � . �I I ►I � � I��,I�� r �� I�►� �a�► � ��►I I�� I I I� 1 r II Illli Illlllill Illflllll IIIIIIIII III i i Ii �rli� a.' JUNE 1. 19 9 9 r� - SECTION 15A GENERAL ,AECHANICAL `A C1 .10'., 15LA PL-J' :BI\G font . T-5 SCOPE 158-10 CLEANOUTS !- — Plans and specifications cover furnishing of all labor, materials, equipment, tools and apparat'is •1. GE',LRAL: Provide Josam, Zorn, Made or .lay R. Smith cleanouts where shown on the dravirrrJs and rcg ,ireci necessary for and reasonable incidental to the installation of complete pluribiny, heating and air by code. Josa-i used for selection. conditioningsystem as indicated on the drawings and,-or as specified or required. r r Series 5'330 round top floor cleanout with nickel-bronze head. > 9 P d ti. FL00fi CLL"A\J.IT� ;. CO 15A-2 CODE C. IJALL CLCA'1.01111 UJ 0) : Series 515,J round stainless steel access cover plate secured to plug by coun- All uor!< and materials shall be in full accordance with the latest rules and regulations of any state teroun'c screw. or local lays or ordinances. Obtain and pay for all required perr,-,its, licenses, code inspections, etc. D. U ,.FI•,ISIIED AREAS CO` : Series 58490 With cast iron body and brass plug. 15A_3 JOB SITZ 15B-11 ROOF DRAINS lerify all conditions; at job site and layout work accordingly . Install work in most direct and A. -'� Provide Josam, /urn, J. R. S,oith or glade roof drains where shown on the drawings. Josa,rn numbers U:,eci vor'<manlike manner avoiding interferences. for selection. 15A-4DRA01%GS u. TYPE: RD-1, Josam Series 85842:1 with grate. '-� The drawings are design drawings and generally are diagra-imatic. The contractor shall follow the 15B-12 PLUf-IBING FIXTURES drawings as closely as practical to do so arid install additional fittings, bends or offsets where re- A. Cf''ERAL: Provide new plumbing fixtures of the type herein specified. quired. It shall be the Contractor's responsibility to provide complete systems. All connections i' . ;IA%'lJf-ACTJRERS: and appurtenances shown, specified or required shall be included on the finished job. Items not in- 1. China or Cast Iron Fixtures: American-Standard, Lljer or Kohler, American-Standard used For dicated but required for a complete operating oysters are tube of quality equal to those specified. selection. 15A-5 SUBMITTALS 2. Service Receptor_ Powers-fiat. r" Submit for approval 6 copies each of manufacturer's shop drawings, specification arid data sheets for 3. Deleted: all equipment to be furnished. 4. (lose Bibbs: Woodford or \ibco. Woodford used for selection. keyless) 15A- 6 _ FOUNDATIONS AND SUPPORTS 5. Fixture Triw: American-Standard, Eljer or Kohler. Arr,Lrican-Standard used for :selection. Supports, fur all apparatus to be furnished as specified, detailed and as required by the rsanufacturersr 6. Su lies and Stops: Speedway, Fautman, American-Standard, Kohler or Eljer. of specific equipment. 7. Toilet Seat : Olsonite, Church or Beneke. Olsonite used as a basis for selection. 15A-_i_ _MATERIALS 1 . FIXTURE SCHEDULE: All materials to be new, best quality arid American made. Trade names, when used, denote character 1. Water Closet ,EIC-1 ) : "Cadet" 2109.395 white vitreous china, white Olsonite `o. 10 CC-SS seat and aril quality of equipment or materials desired. Equipment or materials not rnertioned must be approved supply with stop valve. by the Engineer. 2. Lavatory (L-1) : "Aqualyn" 0476.028 20" x 17" white vitreous china with 2248.694 supply fitting, 15A-8 GUARANTEE 17 gauge trap Lnd supplies with step valves. Furnish written guarantee to Ovner effective for a period of one year after date of trubstantial com- 3. Sink �S_ 1 ) : Rough and connect owner-furnished sink, providing 17 gauge trap and supplies with pletion as determined by the Architect covering all defect, in materials and workmanship. The Con- stop val%;es. tractor shall agree to remedy any defect by replacement of defective part without additional cost to 4. Service Receptor (SS-1 '� : Fiat Model 11SB 2424 with No. E-77-AA vinyl bumpergudrd sad American- Owner during the period of guarantee. Standard 7593.140 supply fitting mounted 36 inches above floor. 15A-9 EXCAVATION AND BACKFILL 5. Area Drain (AD-1 ): Josam Series 32000 with cast iron grate. Excavate as required so that the entire length of pipe will rest on undisturbed ground. Backfill trenches only after underyround work is completed, tested and inspected arid approved. backfill with 6. Hose Bibb ;118-1? : Woodford Hodel 14 series. � 3/4 inch minus crushed rock or existing soil without rocks over 1 inch in diameter, compact to orig- 158-13 SEWAGE PUMP inal density. Do no excavation under or around footings so as to disturb soil at closer than a I to w Provide a PACO Hodel 470-01 or approved equal duplex submersible sewage ejector with capacity as shouri 1 slope from bottom of footing. on the drawings. The unit shall be furnished compl-ate with junction box, mercury level controls, 15A=10 CLEANING panel for remote indoor mounting with high water alarm, 42 inch diameter by 48 inch deep steel sump All equipr,rent, fixtures, piping and ductwork shall be cleaned and eater system flushed. with 48 inch gastight cover. All components must be in conformance with state and .,.E.C. codes for 15A-11 PIPING INSTALLATION sewage pumping equipment. Install unions in all non-flanged pipe connections to apparatus; for removal and servicing so located 158-14 CATCH BASIN that piping may be disconnected without disturbing the general system. Install piping so as to vent Provide a Lynch Co. 24 inch x 24 inch x 36 inch deep steel code catch basin with an asphalt coating r and drain, support sufficiently to prevent sagging. and heavy square truci< traffic grate. 15A-12 OPERATION AND MAINTENANCE (MANUAL I Prepare 3 copies of a manual that will instruct the Owner/Operator in the operation arid maintenance SECTION 15C HEATING VENTILATING AND AIR CONDITIONING of all equipment. Submit to the Architect prior to application for final payment. 15M ROOFTOP 0=_ 15A-13 TESTS Provide Carrier Hassel 48HMOR or Day arid Night, General Electric or Trane equal single package gas A. GE\LRAL: Test all systems as herein specified with all tests prior to concealing or insulating any heating-electric cooling unit of size and capacity shown on the drawings. The unit shall be furnished piping. ccr,splete with filter rack arid high capacity filters, economizer cycle and heating-cooling ['. PLU'IBI\G WASTE SYS,c.•1: Test all soil, waste and vent systems by sections of system by closing 311 room thermostat with automatic changeover and on-auto fan switch. openings in piping Except the highest opening and filling system with water to the point of over- 15C-2 EXHAUST FAN (EF-1 ) flow. If the system is tested in sections, plug each opening except the highest opening of the — Provide a Tradewind VGIf, Penn Zephyr, Power Line DCF or approved equal direct drive ceiling fan with sections under test and fill each section with water, but none with less than 10 feet head of water. capacity as shown on the drawings. Keep the water in system or in portion under test for at least 45 minutes before inspection starts. 15C-3 DUCTWORK The system must be tight at all joints. A. GI_ :ORAL: All auctwork shall be constructed to the latest ASHRAE arid 511AC\A standards. 1'. DATER SYSTE.1: liydrostc,tic test all water piping with 150 psi for a minimum of 6 hours without drop B. SUPPLY AND RETURN AIR: The interior ductwork ;,-1311 he constructed of Johns-itanville "Micro-Aire" in pressure. .1;'F Type 475 1 inch thick fiberglass ductwork with joints sealed with Therm-Lock `ape or Owens-Corn- u. GAS AND MISCELLANEOUS PIPI° G: lest with air at .150 psi for a minimum of 24 hours without a drop in ing fiberglass equal. The exterior ductwork shall be galvanized steel with .Johns-Manville "Linacoustic" pressure. - 1 inch thick fiberglass ductliner or Owens-Corning equal. The return air ductwork in wall stud or 15A-14 RECORD DRAWINGS furred space shall be galvanized steel only. the Contractor will keep one set of prints, provided by the Architect, currently updated and :narked C. EXHAUST AIR: Galvanized steel. wigs job site modifications, corrections and installation as the job progresses. At the end of the 15C-4 GRILLES AND DIFFUSERS job and prior to application for final payment, this set is to be returned to the Architect. A. GENERAL: Provide Anemostat, Tuttle & Bailey, Agitair, Titus or equal ceiling diffusers and grilles. Anemostat used for selection. SECTION 15B PLUMBING B. DIFFUSERS FOR LAY-IN CEILI%G: Type PRC 24" x 24" perforated facie of neck size shown on the drawings, l�1--1 SERVICE CONNECTIONS field adjustable 4-way pattern control with extractor and standard finish. i. GC'�LiZAL: Provide service connections as shown on the drawings and as hereinafter specified, -paying C. DIFFUSERS FOR SOLID CEILINGS: Type PRS perforated face of neck size shown on the drawings, field ad- all fees and connections charges. justable 4-way pattern control with extractor and standard finish. B. WATER: slake arrangements with Ti ar ' Vte District to provide water service, meter, vault, etc. D. RETURN GRILLE FOR LAY-IN CEILI\G: Type 3PR 24" x 24" perforated face of neck size shown on the draw- Verify service location point. M Q. �, sags with standard finish. C. SA',ITA13Y SEVER: Make arrangements with Tualatin Uevhopmen Co.'"for connection into their sanitary E. EXHAUST/RETURN GRILLE FOR SOLID CEILING: Type. 3P perforated face of neck size shown on the drawings ,saver system. Tne line from the property line to the sever will be the respor,sibility of the with standard finish. (Tualatin Development Co) i F. WALL RETUR`. GRILLES: Ilodel S3HD with fixed horizontal fins of steel construction with standard finish. I). 5TOR1 i SEDER: flake arrangements with Tualatin Development Cfor disposal of storm drainage. Urs- 15C-5 VOLUME DAIIPERS less requested otherwise storm drainage will daylight at th end of the existing drain line as noted. _ Provide volume dampers in all duct systems where shown or required constructed of galvanized sheets 1. . GAS: Arrange with \orthwe.t 'vatural Gas Co. to provide a new meter and service connection where not lighter than 18 gauge, reinforced to prevent vibration, both ends with brass bearing mounts. Each shown on the dravinges. damper to be provided with an adjustment and locking quadrant device similar to "Ventlock" No. 555 15B-2 PIPING FIATERIALS Ventline. 'A. GE%ERAL: Provide -piping materials as described for the following piping system. 15C-6 CONTROLS ! WASTE AND VE\T: Install room thermostat for unit with all required connections. Provide a seven-day time cluck 1. Underground to 5 feet outside building line: Standard weight cast iron with no hub ends and for operation of air supply unit and night luv limit thermostat to bypass time clock For hcat- fittings. ing only. 2. Above •grade: Schedule 40 galvanized steel pipe with galvanized recessed drainage fittings or 15C-7 AIR BALANCE Istandard weight cast iron with no hub ends for 2 inch and smaller and standard weight cast iron The mechanical subcontractor shall adjust and balance all portions of the air systems Lo produce the with no hub ends for 3 inch and larger. specified results within the limits of plus or minus 5"u. C. PRESSURE WASTE: Cast iron 125 psi water pressure pipe and fittings. D. STORM: SECTION 16A ELECTRICAL f 1. Underground to 5 feet outside building line and heavy traffic areas: Standard weight cast iron TTA=T—„ j with no hub ends arid fittings. It is the intent of these Electrical Specifications and the accompanying drawings that the Electrical 2. Underground 5 feet outside building line: Bell and spigot concrete sever pipe with rubber ring Contractor provide a complete and workable facility. The drawings are generally diagramatic. The type joints. contractor shall follow the drawings as closely as practical. It should be the contractor's respon- 3. Abpve grade: Standard weight cast iron with nc hub ends and fittings. sibility to provide a complete and workable system. All fittings, connections and appurtenance, I DOiIESTIC WATCK: Type "L" ham drawn copper tubing above grade and type "K" hard drawn copper tubing shown, specified or required, shall be included on the finish job. The contractor shall visit the below grade with cast or wror;ght solder fittings. Joints shall be soldered with "All-State" No. 430 site prior to bidding to familiarize himself with existing conditions, inclL,de all related costs in with .:o. 430 flux having a tensile strength of 14,000 psi. the initial. proposal. Coordinate with arid provide proper service to all mechanical equip, -tit spec- GAS: ified and/or furnished and as required by Code. 1. Underground: Schedule 40 blac,< steel pipe with 150 psi malleable iron fittings with 10 nri]. thick 16A-2 CODES_, ORDINANCES AND REGULATIONS protective tape applied over protective pipe primer. Primer applied at rate of one gallon per Conform to all applicable Federal, State and Local Codes, Ordinances and Regulations. Obtain any 300 square feel of pipe surface. Furnish in lieu of field wrapping pipe with a factory applied pay for all necessary permits and inspections required. jacket with TO mil tape over all joints and unprotected areas. 16A-_3 RECORD INFORMATION 2. Above grade: Schedule 40 black steel pipe with 150 psi screwed malleable iron fittings. --^ One set of drawings, provided by the Architect, are to be continuously marked-up and kept up-to-date C. iIISCELLAZOUS: Type"L" copper tubing installed in neat, workmanlike manner. as the job progresses, showing changes, deviations, change orders, circuiting or other variations. 15B-3_ FLASHINGS These prints are to be delivered to the Architect upon c•o�npletion of the work arid prior to application Provide Flashings and counterflashings on all vents through roof ccrrstructed of 4 pound sheet lead For final payment. with couplings or slip-nuts on top of counterflashings 2-1/2 inches and smaller 16A-4 TESTS AND GUARANTEES 15B-4 HANGERS A. Complete and test each system and leave in proper operation, free of faults, ,;horts or unintentional Provide Grinnel ','o. 260 or 269 or equal hangers for all pipes strap hangers not permitted) com7late grounds. with adjusters, swivels, rods, etc. Size hangers to clear insulation and guide where required, as !l. Submit all equipment guarantees well as support piping. Provide hangers within 3 feet of all changes in directions of mains. Pro- U. Provide written warranty for all work and equipment for one year from date of final acceptance. vide all additional structural steel angle,. channels or other member required to support piping 16A-5 PRODUCTS j where building nembers do not occur as required for proper support. All products installed shall be new and manufactured in accordance with NEMA, A%5I , U.L . Or other 1-5B,5 . VALVES applicable oi:andards. See Article H-.16 for fixture to be furnished by Owner. Provide Jenkins 47U or Cram, Powell or '�ibco equal gate valves where shown and at connections to 16A-6 APPROVALS AND SUBSTITUTIONS mains and equipment. T Equipment specified is 73r establishment of :-.tyle, quality and appearance; equal items may be sub- 15-6 GAS COCKS mitted for approval prior to installation. 'submit catalog data snarl<ed up for all equipment to be Provide Haves No. '/005 or equal square head standard gas stop at each gas appliance connection. furniWind. 150-7 INSULATION A. � GE",.L ',AL:- Provide Johns ianville, Owens-Corning or Certainteed Fiberglass insulation applied in accordance with the manufacturer's recommendations in a neat, workmanlike manner. Johns-,larsvi1le used as a basis For selection. U. DUIIESTIC HOT AND COLD WATER PIPE AVD FITTI\GS: 'licro-Lok 650 AP-T 1 inch thick molded fiberglass and one-piece premolded PVC covers with fiberglass insulation for fittings. WATER_HEATER �. GC'„LI?AL:Provide a Ruud, P,heem, National or A.O. Smith electric water heater $,here shown on the drawings. the unit shall be furnished with hose bibb drain valve and tewperature and pressure re- K I14G CITY OREGONBRANCH lief valve. Ruud used as a hassis for selection. BENJAMIN FRANKLIN FEDERAL SAVINGS U. CAPACITY: "Point of Use” electric water heater with 30 grllon capacity and .2kW 24(1 volt heating AND LOAN ASSOCIATION element. Model RP SO P4-I . � 1 5 .W . COL'i'A6IA PORTLAND, OREGON 97258 150_9_ i RAPS Provide traps on all fixtures; connected to the water systems except fixtures having integral }rap irr A SAMUFtSON� REV. and arranged so that the discharge from any fixture will not pass through more than one trap. All - ARCHITECTURE traps to have a seal of not less than 2 inches or more than 4 inches. Exposed traps: Chrome. Concealed traps: Cast iron. r ••r` " ;� t,t BRUCE A._S_AMUE_LSON A.LA. DATE •MR. 2, Y.R r 24 N.E. 1711h. AVENUE --- ---- D R AW l NG PORTLAND OREGON 97272 lJ -1502) 22t - 752, c0MN.f3��Jt wq Jn 1, rcMK. _ H_ . III�III IIIIIII IIIIIII VIIIII IIIIIII VIII I liillll IIIIIII IIIIIII ' Illllll IIIIIII VIII I IIIII� I IIII�I L1111111 141,9 IVIII I I�I�ill1-1PI IIIIIII12 5 . '`� _ 11111 ,9 , 1 Q NOTE: I f THIS MICROFILMED _�_ � _ .L_-_..----• L ---� --- _ --- - — �- -- ._ , DRAWING IS LESS r,..EAR THAN 4 THIS NOTICE, IT ,o DUE TO _ _ THE DUALITY Or THE ORIGINAL � - f!Ir GZ Z 4Z Z Z I Z ZZ Y alC [ Gi t t L t t iI t 8 ri, TI,, T119I 6 IDRAW I N!;. 1IIF,91111�1111 lil�iill IIII�IiII IIII�III� IIII�IIII , JUNE 1 ,,, 1990 i .l C' T10% 16A L_LECTRICAL ( Cont . ) I6A-22 PREFAHRICAILD ILLXIBLL UIRING iLfl FOR LIGHTING (Cont. ) 16A-7 P_ROTE_C_T ION OF W_ 0 R K d. Receptacles:" -Protect Work and equipment from damage by other trader: andweather. Damaged work must be replareu. (1) Cacti contact point, shall have a 6" wire lead connected to it. The wire shall be ill2 16A--8 EXCAVATION ANIS BACKFILL copper and i1181.1lated fur 90 degrees C. A. ~Peerform all necessary excavation and backfill required. (2) The receptacle shall have a key arrangement in it which will only allow a plug with 13. Backfill shall nut be placed in layers exceeding 8 inches per lift and compacted to 95 maximum like key arrangement (o be plugged into the receptacle. density. i Receptacles for Lighting Fixtures: 16A-1) GROUNDING- The receptacle shall be 11. L . listed. Install grounding as required by ationul electric Code. Grounding shall be made to ground rods 1 . Each contact paint shall have a (, wire lead connected to 1t except for the yruund wire which shall and Coldcwater piping. See UTJwlllyu for :special isolated ground for counter service. be 18" long arid terminating in a ring-terminal. The ininimum wire shall be M18 copper arid insulated 16A_- 1_0_ RACEWAYS, CONDUIT AND FiT_TINGS fur 90 degrees C. A. _ Where iici conduit size i indicated, conduit may be minimum Code permitted size for the quantity of 2. The receptacle st1a11 have a key arrangement in it which will only allow a play with alike key cor7duc( urs ilrstalled, 1;2 inch minimum size. arrangement to be plugged into the receptacle. !►. UNUERGRUUND: Rigid (GRC) or Intermediate (IliC) galvanized steel or PITC heavy wall. I Cable Set,: I ABUIrc GROUND: Linc coated steel electric metallic tubing (EHT) or Aluminum rigid conduit (AkC) 1. The cable set shall be II.L . listed 16A-11 BOXES 2. The cable set shall be a prefabricated cable vith plugs on each end - one "In" plug and one "Uut" a. Outlet boxes will be Code yauye galvani.?ed steel of code required size, to accommodate all wirer, plug. I fittings and devices. Green grounding screw on all bores rated 12UV or more. a. The cable shall be O.L . listed appliance material similar to type ACT , with 2, 3, or 4 #12 f Flush wall switch arid receptacle outlet boxes with conduit uysterns 4 inch :.(ware, 1-1/2 inch or capper conductors arid a tinned, solid copper grounding wire of the same size as the conductors. more deep, with single or tuo-yang plaster rind mounted vertically. Where three or more devices the jacket shall be ll.l_. listed 3/8" or larger trade size flexible steel conduit. are at une location, use one piece multiple gang box or gang box with suitable plaster ring. b. The "In" pluy shall be made of metal arid ahall totally enclose the 5 pin connector arid the I Wall bracket and ceiling surface mcuinted lighting fixture outlets to be 4 iflCh octagon 1-1/2 inch cable's conductors as they enter into the rear of the 5 pin connector. The "In" plug shall deep with 3/8 inch fixture stud and canopy ring. Wall bracket outlets to have single yang plaster be so designed that due to the key arminyement, the plug will only fiL into a receptacle of ring to accommodate fixture canopy. like design. The plug assembly shall be provided with a locking spring which shall ensure D. Junction boxer; for branch circuits to be not less than 4 inches square, 1-1/2 inches deep. Equip the plug's positive "lock-in" to the receptacle and prevent inadvertent unplugging. all junction boxes with blank covers appropriate for the location arid identify. c. The "Out" plug shall adhere to Sub-Paragraph 16A-F2 above, except that the key arrangement ! Provido pull boxes where required to limit the number of bends in any conduit to riot more than three shall be different and non-i rite rchanyeable with the "In" key configuration. ` 90 degree bends. d. The key arrangements shall be obvious to the naked eye. Floor outlet boxes to be square uith Hubbell telephone and duplex satin chrome pedestal fitting with G. Splicing ftodule: . carpet flange. Locate where shown, verify locations 1 . The splicing module shall be O.L. listed. G. Provide box, blank cover and condcrit only for Television camera, wiring and connection by others. 2. The splicing module shall be that device whereby two or more cable sets can be "spliced" tuyeLher. if. See Drawing #E-11-1 for schematic for special counter wiring arid conduit, Make shift J-boxes arid the like will nut be accepted. 16Al2 CONDUCTORS AND SPLICES II. Selector Module: A. All wire and cable for feeders and branch circuits shall conform to the latest requirements of the 1. The selector module shall be U.L. listed. current edition of the NEC arid shall meet all IPCCA specifications. ? The intent of the selector module is to allow the branch wiring system to feed TO a fixture rather H. All branch circuit wiring shall be capper, minimum size No. 12, . UUV, color coded, soft-drawn I than THROUGH it, thus the selector module becomes a de,rice which couples two (2) cable sets to -- copper. Wiring for 11echanical equipment as required by equipment. gether and also feeds a fixture by plugging the selector module into the fixture receptacle. I Mire for signals, controls arid similar systems may be as recommended by the equipment manufacturer. 3. The selector module shall also allow the freedom of selecting d single, double or triple lighting fI 11. Splices and connections to fixture wires shall be made by "Scotchluckl', Ideal Wire Nut or other .level system. approved type of connector. Feeder lugs and connectors for Wire No. 2 and larger shall be com- 1 . Switchiny 1•lodule: pression tool type, equal to T & D or Burndy Hydent. 1. The switching module shall be U.L . listed I16A-13 WIRING DEVICES 2. The intent of the switching module is to allow the control of one or more fixtures to be included, A. Wiring devices shall be specification grade. added, changed or eliminated at will, merely by plugging in or removing a switching module. B. Comparable grade device, to those listed herein manufactured by Bryant, Hubbell, Arrow-Hart, 3. The switching module shall be so designed that all components used in the flexible wiring system Leviton, Sierra, Pass h Seymour, General Electric are approved, but all lighting switches arid are useable in conjunction with the switching module. The addition of or elimination of a switch- duplex receptacles installed shall be by the same manufacturer and have identical physical ing module shall require no rewiring and shall riot disrupt the otherwise normal operation of the appearance. I . Hall switches, 20 ampereflexible wirirly system., 277 volt, quiet type, Bryant 4901 series, ivory exposed finish. 1. Switch Drop Cable: 2. Duplex receptacles, 15 ampere, 3- wire, 2 pole grounding, Bryant 5252 series, ivory exposed 1. The switch drop cable hall be U.L. listed, finish. Refer grounding requirements. 2. The snitch drop cable is intended to be that device whereby a switch in a conventional suitch-box S. Clock hanger receptacles, ptacles, P (k `i 1544-SS becomes part of the flexible wiring system. C. Flush, finish plates, ivory. 16A-14 EXECUTION 3. The plug portion of the switch drop cable stays in the plenum and the pigtail is dropped into the A. Conceal all airing in finished spaces. Conduit embedded in concrete and underground shall made 4. At the pigtail end the No. 12 insulated wires, as well as tile: bare ground wire, shall extend 8" he- B. 1 partition and is physically connected to the switch through the switch-box. w B. Conduits, whether exposed or concealed, shall be securely supported at intervals of G feet and yond the metallic jacket, to facilitate the connection to the switch. I Guarantee: within 18 inches of each outlet, ell, fitting, panel etc. The manufacturer of the flexible wiring system shall guarantee the proper, operation of the system and t'. Properly arid adequately support fixtures installed under this work. its components com fora period of one 1 . U. In general , the mounting heights to the centerline of devices shall be as noted on the Drawings. p ) Prior to rough-in, consult the architectural elevations which may indicate outlet positions, as well as architectural arid mechanical drawinys, to avoid conflicts. 16A-15 EQUIPMENT CONNECTIONS D R A W I N G L I S T A. Provide complete electrical connections for all items of equipment requiring such connection iii- eluding incidental wiring, materials, devices arid labor necessary for a finished working instal- lation. nstal-lation. ` DRAWING NO . 1 SITE PLAN B. Verify the location and method for connecting. Check the voltage arid phase of each item of equip- ment before connecting and if. not proper for the energy available, promptly notify the Architec'.• i DRAWING NO. 2 FOUNDAT i ON PLAN AND DETAILS Hotor connections shall be made for the proper direction of rotation. ' C. • Control devices and control wiring will be furnished and installed under another division of the DRAWING NO 3 FLOUR PIAN Af�i) FINISH SCHEDULE work except for provisions or items specifically noted on the Electrical Drawings specified here- in. Furnish all code required disconnects under this work, whether specifically shourl or riot. 16A-16 SERVICE SYSTEM DRAWING NO . 4 SECTIO)[q AN" DETAILS A. Furnish and inotall materials for the service system. B. Provide metering facility where indicated on Drawings. C. Include all metering or connection charges in original proposal. i DRAWING NO . 5 ROOF FRAMING PLAN AND ELEVATIONS D. Verify connection location with serving utility. 1 16A-17 DISTRIBUTION PANEL (E .P . ) L, I. DRAWING NO . 6 ELEVATIONS AND DETAILS A. -- Furnish and install a single 400 amp breaker panel with breakers as required fur all rioted or required connections or circuits plus 2 blank 30 ancp 240 volt spare and 4 blank 20 amp 120 volt I "' SECTIONS) AND DETAILS spare breakers. 120/140 volt, 3 phase service from supplying utility. l DRAWIidG IVU , S> B. Provide typewritten panel schedule listing service for each breaker. 16A-18 LIGHTING FIXTURES AND LAMPS DRAWING NO . $ DRIVE-UF' UNIT TRI!'1, WI�JllOW AND DOUR DETAILSA. Provide fixtures as rioted on the fixture schedule, Drawing No. E-1 B. Lampeach fixture with the suitable lamp cataloged, flourescent tubes "cou) white". See Drawing�� DRAWING N0, y CLOCK TOWER AND RAILINGNo. 1 for parking lot light refractor pattern . Energy saving tubes and balast for Fixtures Type A�� 16A-19 TELEPHONE SYSTEM I I A. Provide blank conduit at floor boxes and stub-out 4 inches below floor fr- s;stem shown. See J DRAWING ;�0. M-i MECHANICAL PLANS, DETAILS AND SCHEDULES Icounter schematic plan. Stub wall box conduit out of wall 4" above ceiling. B. - Provide empty 1/2 inch conduit from terminal board to service ground. DRAWING NO. E -i ELECTRICAL AND REFLECTED CEILING PLANS & DETAILS C. Stub conduits up 6 inches or down at terminal board. Provide a clean 2'-6" x 61-0" x 3/4 inch plywood equipment mounting board where shown. 16A-20 -DRIVEWAY SIGNAL EQUIPMENT DRAWING NO, L-1 LANDSCAPE PLAN I A. Furnish and irist.all an electronic signal system to sound an alarm inside whenever a car passes over the loop. The system shall be as manufactured by Detector Systems Inc. arid consist of the driveway r loop, control, audible signal and associated wiring. CONSTRUCTION SEQUENCING I 13. Controller shall be solid state Detector Systems Inc. Hudel 810. Distributor: Traffic Safety The following sequencing of the initial phasing of cunstructiun at the project site is recommended to Supply, Portland. See Drawing No. E-1 for location of 8 inch x 8 inch x 6 inch junction box. minimize variable settlement of the building and vault segments of this project. I Loop cables shall be No. 12 rninirnum size nylon polyethylene insulated. Install in a slot cut in- (lith the exception of ten floor support posts which bear on the footing for the concrete vault , the f to driveway surface. Inestall number of turns as directed by manufacturer. Install. in accordance with manufacturer's directions and to signal when vehicle is at drive-up window lane. building and vault structures are to be independent. of each other. 16A-21 OUTSIDE LIGHT CONTROLI. Initial work at the site should start ui6 the removal of any softened areas of slope and surf-ace in toot- A. ~Provide a system to operate lights rioted for "Photocell on-time off" control on the drauirccys. Pro- my areas and replacement with compacted Engineered Fill per specifications, vide a one pole switch to override photocell For testing. Locate photocell at north face of clock tower and time clock in janitor room No. 3. ( 2. Place required fill materials within 30 feet of the building perimeter foundation to at least the sched- ' � 1 . Required for outside lighting at building and parking lot as rioted ort Drawings. uled Finish grades hated ort Drawing No. J . B. Provide a system to operate fur "Photocell O!c-Photocell Off" control. 3. Construct the concrete vault in entirety prior to the start of excavation for and construction of the building perimeter foundation. 1 . Required for flay pole floodlight, and outside lighting as noted on the Drawings 16A-22 PREFABRICATED FLEXI3LE WIRING SYSTEM FOR LIGHTING =c, After completion of the vault structure, fill the .interior of the vault with crushed rock or sand to a A. - INTENT - 1" - depth of 3 feet above the floor :slabs and retain in place until directed to remove same. This rnr,terial 1 I. The intent of this portion of the specification is to describe a can be reused as Fill for the areas of the parking lot if desired by the contractor. A surveyor will , p p prefabricated, flexible and under a separate contract, establish a target point on the 3idewall of the vault immediately after re- c relocatable totally integrated e.lectric:al branch wirirly system for lighting. The system intends moval of form work and when directed through the construction base � q readings J to flexibly wire lighting fixtures ano the: control of same. Switches for circuits noted as a. , 9 p provide se uencial rc.adin of the rate of settlement of the vault Structure. b. . c. , d. , e. , f & y shall all be integrated with the flexible wiring system described herein. � After preloading p proceed with the excavation for and placement of the ' 2. this specification is written around the Reluc System as manufactured by Reloc, a Division of 5• P loadin the vault per item No. 4 above buildings foundation walls. after approval of the buildings foundation, proceed with the framing of the liLhonia Lighting, Conyers, Georgia. Other manufacturers adhering to the; principles arid con- structure in normal sequencing. cepts outlined herein will be considered. b. SCOPE r 6. In the framiny of the floor structure, at contractor's option, provide ten ( 10) temporary posts or an 1. Furnish arid install all components required to complete a total operating flexible wiring approved method of shimming fur. ten (10) permanent posts which rest upon the vault footing. Just prior system as called for i_r1 theue specifications arid as indicated ore the drawing ,. to the installation of the vault door b others y p p , ors shimming at four 1�' y , provide required permanent ostrh• t 2. Coordinate installation of system receptacles into all Type "A" liylcting fixtures used in Lhis sides of the vault to level the floor framing if settlement so requires. project and being indicated as part of the flexible electrical system. C. PLRFORMANCE 5ubmitLa1.9 1. '.samplers - Submit samples as required of all component,, for appruvul . S P E � I F .L�_� _ 2. Luts - Submit cataloy cuts of each component used. ------ _ N S D. C011PONf.NTS KING CITY OREGON BRANCH 1 . All componenUi shall identify the internal wiring by using calor coding in accordance with BENJAMIN FRANKLIN FEDERAL SAVINGS N.L .C. ,itandards. AND LOAN ASSOCIATION 2. Conversion t•lodules 1 S .W . COLl1taBIA PORTLA"ID, OREGO J 97258 H# The conversion module shall be II.L. listed and shall include the number of receptacles indicated on the drawings. 01 �""`� •r�. �_ ____. _ .._. ' b. Space shall be provided next to each receptacle for •the electrician to identify panel board = f` RRCHITOCTURN REV j t3RlIr,E 11.SAMUELSOK and cirr.uit number or rcumberr;. C. To permit a balanced three-pha,;v Ioad at the panelbuard, all receptacles shall be desi(Jned I to handle four current carrying conductors in addition to the yrucrrcd conductor. BAUCE A. $AMUELSON A.LA. D+frE•1,^j\K Zf ry8r f f 35 M.E. 17IA. AVENUE h, l1y�.) PORTLAND, OREGON 97239 DRAWING F • lNli'v (502) 339- 7526 COM M.t3oc d, - . - - - 16. 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DATE: • • ~ POR"Iuno,OM011 ►�, 35 N. E. 17 th. AVENUE DRAWING "s PURTLANn, OREGON 97232 ( 503 ) 239-7526 _y COMM. av�a OWN. rt.,+.•� . CCI4K. �♦F• _..... ... _ -w_H .yy.,.•.w,,.,•. •imp- •. Mrs. lei IM r III III III III III III III III III III III I I III III III III III III III III III III III I I III iII III III III III I I I Ill I I I� I IIIjjl,lll I III III IIIIIII III III 11111 ` I I I ZI I V I V 111111�11- NOTE: IF THIS MILER ITHAN - � � I I I DRAWING � --- -1---- 1-_----------�_ - I S LESS CLEAR THAN THIS NOTICE, IT IS DUE TO _ i THE QUALITY OF THE ORIGINAL LZ Z 4L Z - Z Z TZ Z 8l �T I LT l 1 I T£T- I ( I� l 8 I B L DRAM T Nr,• I I 1� � . IIII uu IIIIIIIIiIIIII IIIIIIIII Ilil�llll IIIIIIII I.Il�liil Iill�llll IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII.IIIIIIIII 1 � 11! i II �IIII111111i1111 I III , I I .,IIII IIIIIIII 1111111 IIIIIIIII IIII III VIII IiIII I I I II IIII IIIIIIIII IIIIIIIII IIIIIIII II I l I I,I II IIIIIIII I IIIIIIIIlIII�IIIIIIIIIIII IIIIIIIII . 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