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CAMPM I.COPY CO Wl L./.NO 00 -- INCORP(1RA1S� MMW -.IP ' IIS � � IIIA (i ill III III III III I I III III III41' I III IIl II1 III III III III I I III III III'I I III III III III IIl III ISI I I 1 I I I III I I I�I III (J I I IIS III III III III III III I 1 •` ' .• _r�_:.._.. _ - - — - NOTE: IF THIS MICROFILMED 1 DRAW IFh IS LESS CLEAR THAN THIS NOTICE, IT 1S DUE TO THE QUALITY OF THF ORIGINAL l ORAWIM,, I� L Z LZ L 4Z I t i Z T�L �L I T III T i t 11�1.�EII I' 7�I 111 0�1 -� �L I �9 9 ♦ Q >li l�r� 301( ILII u(IIIIII IIIIIIIII IIIIIIIII,II�IIIII►IIII�IIII IIIIJIII IIIIIIIII IIIIIIIII IIII�IIII IIIIII►II IIIIIIIII Illlhllll II IIIIIIIII IIIIIIIII Illul ulll�ll !Ir Ili I IIIIIIII iIIIIIII IIIIIIIII Illllllu IIIIIIIu lulllilllulllllll IIII�IIII I,IIIIIII IIIIIIIII IIIII►III IIIIIIIII J U N E 2 9 :, "j, 19 9 0 :.r. wwwM•.+w�+'...w.. ...-.4....._...m......... ••___... .n,........,. ...nMu- , -ef1N�. +M. ,aSs ,., . ;, • .. . .......,. _.� m w, s �. mr, -_«.,. _. .. ;�,�:,yaw yawn.' ��..:,,.�-ns= , _ �-, .. .,. 4 , 5 i * +A ti T p0r1 h A-t-4 4 Gnr�. 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CA/N•Q.L COPY CO..M A"b r+Yr� }Y # .. .�.�w .,. • 1»'F I r :w�:Yr, .ttllrt lyl r t tt 6 Vni'S •a �Lr 7^4 �}1 y 'M Rr! r'A 11�Wi: ru wr+mow• � ' IIII Iil,II III III III III � � III III III P I III III III I;I .II III III I � III III III II� I;I III III I I III III III I LI�� I I I � I' i�:. 111 �� I � III III Illlill III III III III Y'• ' �., NOTE• IF THIS MICROFILMED I 11 I 1 I I 1 I ►, I 1 14 I 1 I I I I �• I- 1 I'8 I (�( I IJP I I �� I I jI� } DRPNiI[r IS LESS CLEAR THAN 1.__�1!!.. THIS NOTICE, IT IS DUE TO _ } THE QUALITY OF THE ORIGINAL DRAW lru. S Z y�L I vL�� L L iZ �` t I IGIt t bt ' t �t �Ot I� l9 i IL �9 19It � I I I i IIII lllllllll IIli�llll III111111 III111111 IIF,IIIIIIIIIIIIII IIIIIIIII III111111 Illllllil,illllall III111111 III1111U1,," I II IIIIIIIII iIIII11114 111111 IInI,III IIIIII►il IIIIIIIII IIII IIII III111111 IIIIIIIII III11lIII�ill111l11 IIIIIIIII IIIIIIIII Illllllli 111111111 IIII�III - � �+� JUTE 29 1990, -.....,,..�..... .. ...._.w...-.. ....,,._..__........._.... ... -�•.•Il1.�4•"••etl•+...rr. AMt++Wi�.. ,w,. .:. .... -,,_... :^, __ -.. „a: '" -"%"e"'"�AR ,,.... . � « � ... .. _.-.... +FN�1Wlt�+rir M>y+b r a...tJ�. � _. .. _. �� _...___ .____'-_...._._- .—_ u.. _. ! ...b�— - ._ _ _. __.. -_._� _.._-.. ..__._. ___._. _ - _ .. __........�...,.r.w.n.�r..•..+r.-.+w..r..�+�,.�. ..........►. ......_...._......_._._._ - .--._._...... I' :I i 1 O r' ■ tT i. 0 1p Q cr a. w cc _ ZO ' Q .. a00 (n Cn a a In J al W ¢ N � — W N - W a. 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DATE: I `�� "� - •\ \ �\ ` h � ,�c�.,� \ �. � � (t)Nl=- 23, 1181 .- \i \ •' 1 Zh L�+b 1✓I G Hi- / 3 DRAWN BY: 1��1 f••.; S,../� \ - 461- '',,'o�G � \ .��- _-- / �� �• � tV N • �lF/" \ \ I r EJ e, N/.-IJ r F= C S S � G/G-. \ �]�y % / / 9 vt CHECKED BY: CJZ LJ r- I-c- < 11 Li REVISIONS: I.2 G i Ic-' G I 'r"U 7 - B' lar 1 N s l:t.�I 1 �\ \ \ r% `; \\ \ .\ / ,G-t 1 {.I 16- d-al LL I F-O L.I u►-1 so/ L- " 'a; -rr-I ►-� '' _ 1_L 15 - ---- --- --- --------- -� -—-- \ �, ' � � �,�`�. � I 17 I�" '9• �G` Gam,, C,—� _ I _ _ •,1 .�- �r--,> Com,--r� 2 8 SI C, - T- I-�'I ✓ } r•� / / ' / U I S L=T (✓�"t. _- f 'D ,o R- a cN U S STO LO W I F E PLA Printed ------ ----- 1 rV' Cr THEDRAWINGS ARE THE PROPERTY V GA(L &*-L.S IS f I G SE OF MACKENZIE/SAIIO S ASSOCIATES. P.C. IM/SAI AND ARE NOT TO SE RE AUG 2 8 1981 WITH THE WRITTEN",PERMIjB CMI Eor . - MACKENZIE ENGINEERING SHEET Gb lr iNCORP()RA1FD 9 cE WM. OT TCN 1-)11f2 CHID -- - ( GAL. "OLD GOLD' <�' - —' landscape architect44 �,�,,, - Post Office Box 213 Beaverton, ,agora 97005 Phone(503) d4-5066 JOB NO. PP> JZb fIMH)!I rpny 7 1•n•T I.IN!T n --- " V Jrt--/ '4! 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'�' N� I I II ` / 1 /7 Y �. f �t ' II �1 �,I � •p T r '� ' N 2 I /� - , -o G , �1 A l-, E 1 N P. f✓ , /�� -J C.. ,41.. .a• 1 F1 I 11_p /2 I s .�►t s ,,-ptl DATE: DRAWN BY: � s _. • GoNG. '� l f'AEL �-N�. �"(o -- ,- al.� F'irLGK. �T�I1?�pr;l.., GC�tirrC�.. rl �� %b' oK ; '�4 G.-•c:• •NEL, /I.�.L PNL./F-. cam. �������. CHECKEDDY: , c7 I n ,► i •9 � �(,,,(„/ '(>, fir.. �.. I..1 "f' �► 1•' �, C t_Y� .. A�L �+.uE t•••Ia 1 E R �I vp�, f.7� T _ Fc)RL ;LE;'•.,FI ( - _ - SEE GHEE �'-�i_, i✓LE�/��, r,,y' �[.i� 4.ap-:G. F'1-4L,("�.i!r?� Qn� 7I Ur"1 �f� 21 REVISIONS: - 4P,4 �yK-e.Y FoK n.is+.'E(Z f - ;.�.�•TE.�- ��Tc�(=' ��r-1e7�L� �►�'�: �-- FI(.l.�ft �TI'Li (', `♦''� r .yam t 1 ,iJIJT. C'''CO• D!�[� -�'%L�LAt� 0 !`A .;r T�-4 ✓ L��1��� II_�✓I �dl� ��U� I.�/��Tl�r`"j I I I-A� � ' I � G�LA1� � !Q G !•�•I tJ I r� C� v�"�L-1-- Gar--� -- '' A.L.l- F.L I_ (Z- �'-?;,asf21 "rl©r•� a tJ L - • L 8 i .. UI _ _ _ -- - — --`' -- - - .- -- --- - '- _ -- - - ' -_ - ,-- �•- ._ - - - THEMOIIN INO•Allf TIIf"O�Mj Of gq — _- -� ! 011IIE►ROIIUCEDAIN A 4DLI 11.LM FVC9. ij wrtN TN• w,,.. N 1� I ION Of M/ _— SHEET Printed AUG 2 Q 1981 V MACKENZIE ENGINEERING 2L 1 \/ T1 f� ^�IIJ I +1- 1 I / r 1 I ry�� , Tr .I ••� �.r+ /` y//� ( WOR TED / r.��_�_� �'- • , Aj i~I C�'_ ,,.1 A�_�_'___'�' I I�'' L""_ �./lfl"' �- , 1r_ I I i'-1 '�...�. ,�-.'A 4..L. I - N.4 I �. I`'' , !1_�'W (�- •'�/';'1 I I C"* PORA c Tr � -ta' .IOId X10. c•.......».•r•. ^w,f.xr..••mwcedn .'� ! •'•I•'1)1•'1Y1! �i�S.�.... Y•w ' "1 •% "1ii•�1 �, r 6. -.uir.., • -... �`,I �„, �I;yt�n,.»•,�•.•;,..�, .lbw. n:,,.. nr ...•w, M,.S?. ' . � II I{I I I III I I III I I III I I III I I IIP I I III I I III I I III I I Ilt I ! III I I II:!III II1 I l;l I I I I I I I I I I I I I I I I I I I ��I I I I I �II I I I't III 11 I I I I I + ` �'- "rte=--•• .,• "'"•� l llil � � li � l 111 i 11141 ► lei lll � l llll � llll j,�, l �� �: l �lrlLl lllI� lllll }� _ 1U . . NUI. : IF THIS MICRUFiLME[1 DRAbildi IS LESS CLEAR THAN -"�"'�-'-- -- - -- --NIS NOTICE, IT IS DUE 1O _ _ _ _ _ _ •� THE QUALITY OF THE ORIGINAI. a L LZ L 4a LI t Z 1( l I II 1( 8 a tt�M ' DRAW IN[. I i I it I � 'II --�--�I I� ���� llil llulllll I1111111111►llllil llllhil► 11lilllll 11►l illlllllllllllll�l� llulllu ,11111111111►Il11111111►1111.. ►1I 11Jil�Il1 ►r►iluu,11111 1III�Ii�lirli��ll�,,lllil� iiiil�i�i ullliili ilullui iliilli111111 liii! !11.1111illlllllll!IIII 1!I IIIII1111111111111111,1 !will J29UNC1 1 %.090 i '4 •' v THERMAL ANA MOISTURE PRCYfECTION 1. built-up roofing: Owens Corning vi!.:erglas specification No. 420 WMD (Class A) or approved egt..tl (20 ytar bondable, whits sin. surface cap sheet) GENERAL REQUIREMENTS by Johns Manville or Flirt7ote. 8. Plumbing By Separate Permit 9. ELECTRICAL by SEPA1RATE PERMIT 1. The work under thin contract project is to include all labor, materials, 2, Alternate # a. General a. General p tsanaTortation, equipment, supervision, and services neceecar for and Owns Corning Fiber4las Sp :ification No. 315 WMD, or approved equal 1) Codesr sake installation of all itestr in -Aplete accordanre with i) Electrical Contractor shall submit drawings showing electrical y p pp eq :ty state and local authorities. wiring diagram, service panel, lighting layout, ease catalog cuts reasonably incidental to the comF:letiar: of all c•�netruction work in con.- (15 year bondable, white n ru. surface ea sheet) approved alternates codes and regulations set forth a section with the Drawtngi and Specifications. Johns Manville or Flintcote:. 2) Submittals: of all fixtures for Engineer's approvl prior to asset of work. _ 2. Coordination: a) The plumbing contractor shall submit drawing showing piping 2) It is the General Contractor's responsibilityltO insure that all e q O DOORS, WINr9XS AND GLASS locations, sizes, and arrangements plus fixtures manufacturers connections and conductors for Mechanical systems are provided by O (JC LU a. iter Contractor shall verify and confirm all dimensions end conditions - and metal electrical subcontractor. W a 1. Doors and Fraises: catalog numbs a. Submittals shall be approved by Engineer altowtu or implied on the drawings and specifications as •.rill as the • physical conditions cf the site. Notify Engineer of discrepancies a. See Plans for sizes and typeu, before starting work. b. Work Included ilea /� 1 O parlor to sort of week. b. Wood Doors: "Standard" hollow .: type):ore (flush te), or "standard" solid b. Coordination 1) The work e performed includes furnishing and design, all labor, W k to bQ i�`i p ocre (flush type) as noted o.t Plans, by Cal Wood Door, Santa Rosa, 1) This work shall be coordinated with all other trades involved. The materials, equipment and services necesear to construct and install _ b. duplication steal] coordinate the work of all subcontractors tc• prevent California, ora roved • ua:l. Contractor shall review all construction drawincis as well as the Y � � � t approved 4 lob the complete electrical systw as indicated. 0 duplication of effort and o insure proper t, "ice of orm to c. Hollow metal doors and Frames: site and avoid all conflicts. 2) Provide 1000 M.P. 208V three Phase service to electrical roar in each \ � Q X ti 3. UniformApplicabuilding Codes: All materials and warkmanshi�, shall conform to the 1) Doors: Non-panel, full flush, fabricated fr:7e1 two sheets, 19 gauge c. lit Assurance Uniform Building Uodc, or State and Federal safety orders. All Po 9 9 quality building. UJ �mma � J b references to codes, specifications, and standards shall ,,ear., and are steel with no visible sears on either face. Doors shall be reinforced 11 The minimum acceptable equipment and materials shall be equal to t}:e ,� IL Bid Alternate N � 1 intended to be, t'�e latest edition, amendment and/or rev •.inn of such and stiffened. Doors shall be bonderized and finishes as standard one- following. P,ppxoval to use other shall be obtained from the Encineer. Provide ;rice for 1200 AMP. and 1400 AMP service. NQ = - coat baked-on prim moa'.. 2) Underground water pi;;ina: east iron or T "K" copper, c. Codes "'� 3f- N reference standard 1n effect. ype Z Z N 2) Frames: Fraatss to be f:.lrarioated of 16 gauge cold rolled steel. All 3) Above-ground water piping. Type "L" cuFper of schedule 40 galvanized l) Make installation of all items in complete accordance with all 4. Bruen clear, all concrete slabs and walks. steel. codes or re 011'P ' W O e]Yn lainte to be full wliei and finished to perfectly smooth surface. gulations set forth by State and local authorities. U.U. SITE WORK Fraises to ba thorouuhly decreased and cleaned of all imperfections before 4) Waste and vent within building: Cast iron with "no-hub"joints for Incase drawings or specifications conflict with code requirements, 1 . Allowable soil bearingpainting. All frameE to receive factory coat of rust inhibitive primer two-inch and larger, and galvanized steel or threaded cast irun for the code governs. However, the Specifications are to be considered V C pressuui .000 psi. 1-1/2" and smaller. Use nu smaller than two incl cast iron under as minimum. Obtain and p -, e 2. Stripping; Within proposed building, fill and pavement areas, the surface baked on. frames to !x: mortised, reinforced and drilled and tapped pay for all permits, licensee a^.. ..axes V t o should be stripped to remove vegetation, topsoil and organic material. only for surface noun-ed hardware with drilling and tapping to be done floors. ASTM A-74. applicable to this work as required by 'ew, O v in the field by the enaction Contractor. 5) Waste outside building: Concrete sewer pipe with bell and s i of d. Guarantee Based on the explorations, it is estimated th"t stril:',nq tr. an average or rubber ring a p g 44 1 depth of about one foot will be required. Additional stripping and grubbing 3) Accepted Manufacturers: Steel-Craft: Curries Coco or equal. j ir.ts. ASTM-C-14 Class 1I. 1) Guarantee replacement, at no cost to Owner, of all faulty nsiterials � t; will be required to remove tree st.:mps and roots, and within arses having 4) Submit shop drawings for Engineer's review. d. Stora Drainage and workmanship and pay for any damage to other work result..ng y Overlie Doors: 1) General therefrom. Period of deeper surface organic material. The stripped materials would not be d. guarantee to extend one year from date of au'tatile for engineered fill and should be atockpil•d for landscaping par- 1) Provide steal sectional upward acting vertical lift, hi-lift, or a) Provide all underground storm drains and catch basins as indicated. acceptance of installation by Owner. Owner, or his representative poses le removed from the ll and a area. standard overhead door of size indicated. 24 gauge. b) Catch basin: 24" round az indicated on the drawings, 1/'l" plate, will give notice of observed defects with reaeontbl• promptness. p 2) Doors shall be manually operated on helically wound torsion type spring. welded construction. Provide with not less than 24" water depth Mercury lamp replacement from burn out to be 90 dais after final Subsequent to Stripping, the surface should be proof rolled using heavy 3) Accepted Manufacturers: Crawford; N erhoad Door Corporation; Kinnear. below outlet. Street weight cast grating with minimum 45 ,.ercent acceptance. Ballasts shall be guaranteed against noise and defects rubber-tired equipment, such as a one-half loaded dump truck. Soft or 4) Submit shop drawings for Architect's review. free area capable of supporting 12,0001b. wheel load. Coating with replacement up to twelve (12) months after final acceptance. waving areas observed during this operation should be scarified and re- 7.. Aluminum Storefront. and Windows. shall be blick asphalt paint. e. Standards compacted. or overexcavated and backfilled with engineered fill. a. Aluminum wondew frame 4-1/2" x 1-3/4" profiles for use with c) Piping ASTM C-14 minimum Class C Bedding. 1) Notwithstanding any reference in the Specifications to any article, Prior to placing fill on grgund sloping more thkn 4H:1V, the surface glazing assembly. •. Plumbing Utilities device, product, material, fixture, form or typo of construction by should be benched to provide a level surface for filling. The bond; should h. Aluminum storefront door with 2-1/2" stile, bottom rail 3-3/4" and top 1) Utility cornecticna: Plumbing subcontractor is responsible for all name, make or catalog numler, such references shall be interpreted I be sufficiently wide to accommodate earthwork eouinment, rail 2-5/8". Hardware: Deadlock with cylinder both sides; pushbars both plumbing utility connections completer contact local serving utilities as establishing a standard of quality and shall not be construed are 3. Grading: Grade areas designated to elevations indicated. If grades are sides, threshold and closer. to determine condi'-ior.s involved and make or arrange to have connections limiting competition. not adequate to provide adequate site drainage, notify Enqineer prior to C. All aluminum to be medium bronze finish. made at the proper time, f. Labeling d. Accepted Manufacturers: Arcadia; Kawrteer; U. S. Al,iminuim; or approved a) Water Service: verify existing water line size and location. 1) The complete electrical system is to be clearly and properly labeled .� start of work. P F'e Y footings, piers. slabs, vin - equal. Check water pressure before starting work. to indicate the loads served and the function of each item of • i 4. Excaysiina: Excavate for foots pa g, and c..;::_ qtr p- O e. Submit she draw.in a for Engineer's review. b) Waste: Connect to or %rrang• fax connection to available sewer. sent istproveunnts to sizes and levels show. or required. Allow far Leers p g provided ladder this work. clearance and for proper compaction of required backfilling material. 3. Glass: Verify depth, size and location before starting work. 2) Switchboards shall be clearly labeled with engraved phenolic nass- a. All glass to conform to Uniform Building Code, Chapter 54 latest and c) Ralaldrain. Discharge to available drainage as indicated on plates to clearly identify All tootinos to bear on firm, natural, undisturbed 6 1 free of organic � p y y each load served. material or on erigineered fill. All soft, wet, or sail of unusual condi- Federal Regulations. drapings. Verify depth, sins and location before startina work. 3) branch panels shall be identified with an engraved phenolic d i Not r rinkleringt equre . name- thV !. tion shall be excavated to fir , natural, undisturbed ecil All oraenic Spplate corresponding PO ding with the distribution switchboard labeling, material shall be removed frra building and paved arras. SHEET METAL Alternate 0 mounted inside of thenel door for. flush Pa panels and on the Lacs 1. All work shall comply with applicable portions of the Architectural Sheet #turb out for sprinkles system. of the door for surface 5. Backfilling: Manual of the "Sheet Metal and Air Conditioning Contractors Association, Inc." Alternate A of the. ne benne labels or other markings �� a. Backfill Materials: Selected natural fill material from on-site ex- g shall be on the outside of the panels. cavation or off.-site borrow, shall consist of tho following or a (SMACNA), latest edition. Provide Sprinkler system - "Ordinary Hazard". 4) Each terminal cabinet contractor, disconnect switch, relay, tum [' blend thereof: (t+e'1-graded granular pit run, or bank-run sand, and/or 2. Provide all necessary mechanical fasteners and accessories for complete switch, pull box, junctiun box for other than branch circuit wiring, gravel: small cobblee tip to 1-1/2" in maximum size with not more than inatnllations. unless obviously directly related to equipment shall be .labeled with 10% of fines passing through a No. 200 sieve; or approved on-site ex- 3. Flashing: 24 gauge galvanized sheet metal in accordance with ASTM A-361 for all an eng-awed or embossed nameplate securely attached. • items unless noted otherwise. 5) Where outlets or devices with stainless steel or cavation materials). ltrtder slab granular fill shall be of 3/4" creaked plastic finish 4. Scuppers and Downspouts: 24 gauge galvanized sheet metal per ASTM 361. Pro- plates require labelinc rock, free of organic srtterial. p q 1, provide engraved finish pleteB. _. .. . _._._.... _... __ ,.,.,. ,.. .1__ . vide removable bird screens at downspouts. g. Project Drawings k. idncer.t for the surface stripping, excavated on-site soils, free of organic 1) Maintain "as-built" drawings and turn them over to the Owner upon or other deleterious materials, will be suitable for engineered fills. SEALANTS AND CAULKING completion of the project. Fills should be installsel in a series of approximately horizontal lifts, Seal or caulk joints between dissimilar materials for watertight Seal. Provide h. Completion and Testing not. ,greater than 10 incht,)s in thickness and each lift compacted to at watertight caulked joints at all. building exterior locations wherR possible water 1) Complete each system and place in operation except where only Q least 92 percent of the saximum dry density obtainable by the Modified penetration throuah joint may occur. roughing-in or partial systems are called for. A.A.S.H.T.O. method of Compaction (Designation T-180). The :c.ntractor's a. Silicone Rubber Base Sealant: General Electric Silpurf Weatherproofing 2) Each system shall be tested and left in proper operation, free of _ procedures should provide for uniform coverage and compact.o-1 of the fill. Sealant, Dow Corning 740 building sealant, or approved substitution, faults, shorts or unintentional grounds. We anticipate that ehecFsfoot or segtnen*.ed-pad-type coapac,ion equipment Material, of one part eamponent type, shall be in gun grade consistencv 3) Demonstrate system in the presence of the Engineer, t}ue Owner or ,could is suitablo for ccatpacting the siltv fill soils. and in standard colors as selected from the manufacturer's palette. their representative when requested. N r_, rcYrnnpaction Standards: All compaction based on ASTH D 698-•70, b. Foam Type Prwaolded Filler Gasket in Cord, Strip, or Other Section as i. Telephone t1a 6. P.Nv:;,a: Comply with "Asphalt Paving Association of Oregon" rec(xmended shown: Similar to Dow Chemical Ethafoam, in natural color closed cell 1) Coordinate installation of telephone service with local utility. design and constrt+c':ion procedures, latest edition. Provide ppving for polethvlene foo provided in sizes as required for secure gasket position Provide all required conduit and service board for complete installa- v all area:, specified. in indicated joints. tion. Wiring by utility. _ 7. ftvemnt Narkina: Applv 4" wide parking and directional lines where shown. Use Rodda Paint Oompanv No. 671-White. 8. Weed control treatment is required on all subgrade surfaces receiving asphalt iia,_surfacing. Use Monobar Chlor-3t* by U. S. Borax or Nox-Weed No. 10, in ac- cordance with manufacturer's instructions. CQXCPXTF. 1. Codes and Standaris: All concrete work to comply with ACI 318-73, "Building Cod* Requirements and Reinforced Concrete': ACI 306-66 "Recommended Practice for Cold Weather Concreting": and ACI 305-72 "Pecommended Practice for Hot i Weather Concreting". 2. Notification: Notify Engineer 48 hours prior to beginning any pour. 3. Ooncrete Strengths: a. Footings and foundations: fcl - 2,500 psi at 28 days, with maximum slump 4". b. Tilt-up walls and floor slabs: fc1 " 3,000 psi at 28 days, with maximum slump: 3". 4. Cement: Standard brand of Portland cement per ASTM C-150, Types I or II at Contractor's option. Use only one manufa_turers standard brand, type and grind throughout all work of a particular t,•pe. S. Water: Clean, potable, froph, and free from injurious amounts of ails, acids, • alkalin , organic materials or other harmful substances. S. Admixtures: (agents shall both he from the same manufact:trer) : is a. Air entraining agent: Per ASTM C-260. A. Water-roducina agents Per ASTM C-494, Type A, containing no calcium 1�1 chloride or other accelerating or retarding agent. 7. Aggregate: In accordance with ASTH C-33, maximum size 1-1/2" and including sand, but in no case larger than 1/5 of the narrowest dimensions between sides of the forms of the member for which the concrete ie to be used, nor larger than 3/4 of the minimum clear spacing between reinforcing bars. 8. Reinforcements: All bars for reinforcement shall be deformed, intermediate grade stool conforming with "Specifications for billet-Steel Concrete Reinforcing bars", ASTM A-615, Grade 40 (minimum 40,000 nei yield strength), except Grade 60 an specifically noted. Minimum barlaps at splices per ACI Oods Chapter 7. 9. Slab Hardener: JZF Multi-Kota Horn Clear seal by W. R. Grace and Co. 10, Testing: Owner *hall employ and pay for services of independent testing ' lal:oratory working under direction of Engineer to perform concrete test of footings, slab, and tilt-up wall panels. Contractor shall cooperate and ` furnish tools, materials, and assistance. MECHANICAL BY SEPARATE PERMIT ll� 11. All exterior concrete walls shall have a sack finish. I. It is the General Contractor's responsibility to insure that all electrical �R 12. Rubber water stops shall be 6" Grace 5318-60 or equal. Provide 900 elbows and connection- for mechanical systems are provided by electrical subcontractor. •J splicing unions where required. 2. Codes a. Make installation of all items in complete accordance wit;d all codes or METALS reg•clations set forth by state and local authorities. in case drawings I. General: All stzucttral steel shall be detailed, fabricated and ere. L-ed in or specifications conflict with code requirements, the code governs. `YV �jI`IG accordance with RISC Manual, latest edition. Hawevor, the specifications are to be considered an minimum- b. �f1 2. Structural end Miscellaneous Steel: b. HVAC contractor Shall submit drawings showing unit tetraster locations, H.LYNNTAI(EUCIII a. All steel plates, flat bars, straps and structural sections shall be roof mounted units, duct work, thermostat locations, etc. plus, fixture ASTM A-35, unless noted, manufacturers and catalog numbers and cues. Submittals shall be approved �y b. All pipe columns ASTM ^.-53, Type S, Grade 3. by Engineer prior to start of work. V. All bolts ASTM A-307, hot dipped glavanized. 3. Guarantee: � pi815 r- d. All steel to have one shop coat or to Lx galvanized if noted, a. Guarantee replacement., at no cost to Owrw.r, of all faulty materials e. All steel embedded it gravel, rock and/or earth to be coated with and workmanship and pay for any damage to'nther work resulting therefrom. asphalt. Period of guarantee to extend one year from date of acceptance of V \1 f. All welds 07OXX per AWE Standards: by Certified weeders 1./4" fillet weld installation by Owner. Owner, ,jr hip representative will give notice typical unlesir otherwise noted. of observed defects with reasonable promptness. DATE: 4. Work Included h aI CARPENTRY a. Include all materials, labor, and equipment. required to install complete 1. General: mechanical work. Cooperate with outer contractor-- in ftrni^hang material a. All nails to be "connon" or galvanized box nails. No bright box nails and information for correct location:, in proper sequence, of sleeves, DRAWN 8Y: allowed. hailina to be in accordance with Table 25-P, latent approved bucks, chases, mounting, bccking, foundations, and wiring required for pjlL edition of uniform Building code. installition of mechanical items. Set sleeves, ins-ts, anchor bolts, b. All wood in permanent contact with concrete to be pressure treated with cast-in-place iron work, etc. Upon failure to properly direct, locate CHECKED BY: a water-borne preservative in accordance with "Standard Specification and size such work at the correct time, any additional cutting and for Pt'esnure Treatment of Timber Products", ASTM designation D1760. patching required is to be done by Mechanical Subcontractor es directed c. Solid bLpck al.l joists over all supports. and approved by the Engineer or General Contractor. 2. Lushes'bradi+s: 5. Drawings REVISIONS. A. Studs, plates, blocking, joists, headers, and ledgers to be Douglas Fir 42. a. Make complete set of "as installed s drawings and return to the Engineer. b. Purlins and subpurlins tc be Douglas Fir 01. Keep "as installed" drawings clean, undamreaed and up to date as work C. Clue laminated beams: progresses. Pccurstely indicate depth of all buried piping and location 1) fb 2,400 psi or 2,000 psi as noted on framing plan of cleanouts. Locate all buried or concealed nipfng by actual dimension fcl R 450 psi from walls, center lines, etc. If "as installed" drawings are not correct, Mechanical Subcontractor is responsible nor crosts of future ��-4 en fv 165 psi Douglas Fir or 155 psi Hem-Fir as Hated on framing plan. "prospecting" for lines not ineteulled as etrVNT, I � 2) Camber: as noted on frairinq plan. 6. Coordination ('I 3) Exterior glue. a. The location of all utilities indicated on the plans is taken from I`� I`•-r l� 4) Industrial appearance grade. existing public records. The exact loostion and elevation of all 4) Top ttnseon laminations on cantilevered beams. public utilities must be determined by the Contractor. It shall be r'-L�►�' Gr 6) Glu-lam rnufacturer to submit shop drawings for Engineer's review. the duty of the Contractor to ascertain 11hather any additional facilities - 3. Plywood Sheathi:ig r other than these showr on the plan may be present. "f sboathilmi 5/8" plywood C-D Interior APA 32-16 with exterior glue. b. Call to the attention of tete Engineer any error, conflict or discrepancy 4. Powder driven anchors to be Onark 1./4" diameter shank, H95, Part 9471195. in plans arta/or specifications. DO tot PsOO"d with any questionable items or work until clarification of some hes been made. Supplemen Ory THEM ORMMINOt ARE THE SOCIAL S, OF MACRlN21E dAl O AatOCIATEB. atelia and plans may be supplied an required and they will t+acesie a past / tt Of the contrast documents. r P.C. M SAi AND Mr!Will TO EEE USED 0,1 OWNWd?U00 IN ANY MANN0 EX 7. UFT X1 1 THE PR:OII MIIIITitN beR. Gas Service MIltlo►e ]F M/aA A. Contact local pas utility for rt wise ae .ttonixedt pay all costs involved. SHEET Run all Lias distribution pipi" and fab Baal oom*ctions to all gas using eginipawnt. Printed AWF AUG 2 R IT'I MACKENZIE ENGINEERING OF 2� INCORPORATED JOB NO. arm mane�. , 2s1#ASP r . ■ 11 VIM 1� ry .. w, :_ ._ _ .,.,[ _ ---- - .,, ..■.o II�1IIrIINIl�rrr/ �,. } I I I I I I I I I I I I I I 1 I-1-I 1I1 I I I_1-I1.r -l Il SlIl I-1- SlIl �_l 1l1l I lil_1l i SYl Il i ll lilt�III NOTEIFTHISMIOFILMED 4L ,,cllslasisu... .. .. I =J • DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO9 Irk _ THE QUALITY OF THE ORIGINAL DRAWING. 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