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Wasninptorlggy: ° Q 1 AINa wa `'ter ,r / �.�Y. _ ° / "O i I Omerk 'roposedj Clackamas /yr ercw`FEwTSw Industrial Park own Genter LTL !_ /y Lincoln . r / --- ruNNvaroc x ._......= -� 'SITE 'f+`I-- A K E 4.. Internilrc:nal T I G A R O t O O !'OA K n'e•t Mn ukle InduNry Cwftf I , j °'',►'' `f• M,P cw• "° I OR E c"�� 'r-LACKAMAS - — -- L ° �c°u / �-• !� 11 Clackamas 11d.Center t• co Oregon OflI h,d Perk - �'/ ..r� /.• / ° S Mer[' �'`� i�1 EA ✓L � rte� l TIIIAI. �1�/ •owLAN�ND �• [3LAOST zl t rt h n O i �' 'r��r \�LINN 'ar•1xr^.Ihy Sho nQ Center ! APPROV11D FOR CONSTRUCTION CITY OF TIGARD �• LEP3 SITE ADDRESSTITLE ___-_-__-_-_v__.-_-�__DATE f I r APPROVED FOR CONSTRUCTION CITY OF TIGARD DRAWINGINDEX + PrRMll NC . �0 _9 SITE ADDRE3 S ,y i—� f 111LEUATt LB Y / SHEET P' _Y //0 r - 1 - TITLE SHEET � Q BUILDING #7 2 - BUILDING # 1 SITE PLAN - 3 - BUILDING # 1 SITE GRADING PLAN • h " 4 - BUILDING # 1 LANDSCAPE PLAN ` N \ APPROVED FOR CONSTRUCTION \ ` I CITY OF TIGARD 5 BUILDING # 1 FOUNDATION / FIRST FLUOR & ,, .�.r- � 1 '"��"+,:�' : ' r.• SECOND FLOOR PLAN y \. ERMIN NO. D SI7E ADDRESS 44 #0 ` ` E �\ 11_x__ _..- 6 - BUILDING # 1 SECOND FLOOR / ROOF FRAMING PLANSB TITLE ---'--_— -- DATE 1 "- 7 _ BUILDING # 1 ELEVATIONS & BUILDING SECTIONS P► -SITE PLAN__ $ BUILDING # 1 RETAINING WALL ELEVATIONS & SECTIONS •.,.;,:.:; 7- r"'PPI?LIVED FOR coNSTR�c TION � 9 - BUILDING + 1 STOREFRONT PLANS & SECTIONS "�'""" �.: `' '` \,,\ CITY OF TIGARD 10 - BUILDING # 1 PANEL ELEVATIONS & REINFORCEMENT '= E IT NU 'v I srT AREA O F WORK a� ADDRESS-e/ f,JyOr c . __TITLE e_ DATE , 11 - BUILDING #7 SITE PLAN ot ,wry�Y.__.. K 12 BUILDING #7 SITE GRADING PLAN �f - 1 ��, A K � 13 - BUILDING #7 LANDSCAPE PLAN �' - � I � r I t - � ''�yo�Od' �+ � ® 0 CHECKE[) 8Y: 14 - BUILDING #7 FLOOR & FOUNDATION PLAN �� H jr r '�� CKE 15 - BUILDING #7 ��b t ROOF FRAMING PLAN 16 - BUILDING #' ELEVA•r10 ')S/BUILDING SECTION i - �\ REVISIONS �- �- Y o , RET10NING WALL ELEVATIONS I - , � :�., .may ; � Cr�`,.' �• 17 - BUILDING #7 PANEL ELEVATIONS & DETAILS ern a' tee•, 18 - FOUNDATION & CONCRETE SLAB DETAILS � ;,� m , • � � �� _ 19 — ROOF FRAMING DETAILS 20 — ROOF FRAMING DETAILS 21 — BUILDING + 1 ROOF & FLOOR FRAMING DETAIL 22 — BUILDING #7 STOREFRONT PLANS &SECTIONS PEAK 217 3 - BUILDING #7 FILLER STRIP DETAILS ' k, 24 - GENERAL NOTES TNEaE WINGS ARE TNN►IIOP811?Y P C MIJN�M RTO NaQTAsroWCIATt7Y, PROHCEO IN ANY NAN 1 0NCNf WITH TttE 1MITTEN I ION Of - SHEETi, 4 fI" ��;1 ► OF 2 - - _._`••`__ e- r... t' .f4�t I 1 ,,, I ..�r, .r- Ib`- :.r. Y ��.� w -P 'Y.. 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REVISIONS: Ir,ID yl IHE3E DRAWINGS ARE THE PROPERTY OF P C A(M`SA NAND ARE NOT TO BEI USED - _-_ OR REPRODUCED IN ANY MANNER EX. CEPT WITI'I THE PRIOR WRITTEN PER MISSION Jr M SA SHEET <, . �1 ""' ti JOB N0. OF 1 � CAY17fLL tn1♦ZO iu, 1534,— - III Illi"I1III 111 III 111 I I III III 111 f III 11! III 11! 111 III Ill 'II III 111 III I I III III III I I III III III I I I I I I I`I I I I�I III 11;11 I Ili III 1111111 III !il 111 I I "r ' ..• "..'� NOTE: 19 THIS MICROFILMED I 11 I I I I I Il I I I I ( G I I I �i L. I • I I l� I I 11 I I �� URAWINK3 IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO _ 1 THE QUALITY OF TIE ORIGINAL JUNE 11K � �j�j (( DRAMiM;. 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TC 11 DRAW LTHE QUALITY Of TH: OR113.kAL iiliiii L�iiiii�ii Liiiiliiii Siiiili��i Ziii l �l L l 1 uT bT t lI I l 1 lTt 1114111L Ziili1-,1IiF91111111219111111 uj111111111111L114u ihLullou0u li�ii9 ► 1! E l r J U N El F , 1990 , 777777777 _...1.,,,,... 9In iiT Y!17+b4`at. �r►11i ►r■w�+ llrrlArrl �'• „"1rMryru.,.� _ • i I 4 J �—.-- _ �, 411 :- 4 ! I i✓ - Co Z•H`(�� Z� '�-: - y�0-!J — _ "I`��' - - * A -- - -- - 4' -- Z 4P m Lu LE i, Fes.�. I I z �G g ANO EE L. I t Q u 2 I �Z LL i s - Cz, c�I T K�r'2 N Q C�,ft- f � I---'r--C==*- f -+'-+ Z t—� Z N 0 I ;I --- '� , _Q iii O W f_i 0 k ! z o T A 1 Q a L .- 1 t o o or L ujI � L W -j ��.y_-_ S ft - Q � o.'s C4 cr 46 \ _ r ( I cj\ ameT PiPe �� E`L�.S IW TLl ti roF4 PIP ��LRE t:'.�1:%� LJ �— F• �F' i 14 a •Ic t; ed. 1� Lo I I G c7 N1 P c.T't I� G 2 U H E,c'� IL o e- I T G -0. + ooF LoI,J /(��.- - -�— I , �. n I k• r. 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P�.rJEi. r�u`>5 '.1oI5T _Ai .Ir �.,7 1 y L� La A I-i �r- 1 T� -J _III �/G !V1 IJr✓• G• f � V�N Lq THESE DRAWINGS ARE THE PROPERLY ^�CA t, b E,1A1 OR RM,SAIEp' AND I�,NE ANY tAI Mor ANNER Ex' Of MACKENZIE SAITU a MANNEASSOCALES • ` �`OE O�. �7 C �' MISS W11H TILE PRI(.)q Wn11 TEN PfN ISL/ MISSION GF M,3A -- �/4 G7X, PLYvVt- • SHEET Pill Joftr� r. �NT_Kk ZE_ Vik K ep�TION 3 �' ' SGS TO I A 4 u h_ l.l� C.O N N. FI�D. �N�a n� I .II� _ _ � pUI�L.IN GONNFTiO\1 OF -4/41111' rjl;r Clo y/4'I' i D - --- '�/QI+ II- �� (G (i 4 ��iTW�-�� K �(41,� I'-Q� (� 3/�E s I'.�u JOB N(1. u.v,Ar •r Op, v t 40 III�IIIIIIIII'I IIIIIIIIIIIIi� IIIIIIIIIIIIf I IIIIIIIIIIIII4 'I'I'I'I'I'i�f! 'I'III'IIIIIILI 'I'i'III'll�, hl'1:.I�11{!I��Li 'lilllllll'�';I 'I'llllllllllj! T,� ' ,,'V'�►....,.�;,'�e� '�'._ NOTE: IF THIS MICROFILMED 1 5I s -"! I 0 1II l� ' DRAWING IS LESS CLEAR THAN - THIS NOTICE, IT IS DUE TJ _ _ THE QUALITY OF THE ORIGINAL �o� - 1 -_--T_ - l __ — — I DRAMING. ILII ll I IIIIIIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII1IIII IIIll,III IIII1IIII IIII�IIII IIII1IIIIIt VIlmIII�III!IIII�IIII IIII�I 11(II((n�(((IIIIII�IIIII�I��II��II�IIIIII�(I�I��I�(I�I�I�IIIIIII�I(II!IIII�I(II IIII�IIII IIII�IIII IIII�IIII IIII1IIITurI1 a JUNE 29 - F , 1990 .Allam � ._ _ µ, ._._ : ': ,•,.. '..a.. _ _,_... i rix!, a*, r \`y 40 x f `y• � i I I � N L7 1 Lwu (�'� Kaof- o+--Aiiij L Z T p AT ?i ~� a I � g Q i b ' r - ` o 1>cu rr f �. T ___...�_ W �' �, _ ILL I C14 , IU I � y I �� , I � �' s ��a �� v� � � � a � � b �-�_ _ ,�-_, _� -r =� �� - v r If y ti r- W I,1_ w a i / a' __---- - -- _ -— - N — \ � I I ` � � � W T . r1 �' - --- _ _ �T M. F'u L.. ' ! Q c� N � -, __ ,, ►^�'__ _` _ � -�_ r = i E.L.. l7�x20r 1 1 __ 1 �' '� W W c `O/ P o ar - - - - ----- Z c 22, ►t` t 4 Q = m om ML_ 2. cac� M + i r •� �, o � r. b l� * 1 c Atj I' T— — -- --r T-*- ' - - - C - j co C4 I- I �SAN IN AF�v~c� .. �,�►TL Ft P'K�� F- v L M L1 L. 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AT •57C�tZE,F2.G�NT Y2 OF �4._ JOB NO, ca wrnru mn>u;. FRIO z —�� • ` ` • �. ,�. 'IIII III III III III III III i I Ill III III r I III Ill III III III III III I I !II III III I I ill III III III III III III I I � � I I I�I I I I III. J� I I IIS III III III til III III I I '�►• «�•,.. tlil ilii i ! i � 1 � 4 ilii ilii ►- I � Ii' �} � b ► t �b � l �i ii I NOTE: IF THIS MICROFILMED'-- DRAM[f�, IS LESS CLEAR THAN ll L 1 THIS NOTICE, IT IS DUE TO Tilt QUALITY Of THE ORIGINAL I— DRAW I W, iB Z Z L L Z [ [ L 1[ i [ [ [ [ [! ( t 8 B L 9 ! ► 1: — E t w iIIlLlllllllll IIIIlIIII IIIIlilll IIIIlIIIi IIIIlIIII IIIIlIIII IIIIlIII�IIIIIIIIIlIIII illi Illllllll�llllll Illllllll�ll',"��lli Illil�llllllllllllft�ull��lliir>li�illulllilu�l►I►�illi�lil�lllil ilillllll ililllill li►Ili11► ►i-�Ilill!IIIIIIIII lilllll►IIIIIIIillllllllll►Illllli�liill . JUNE 29 : 1, 9 9 0 to .T I., ,o 1 r - 'l • a 1 !Z 1- , 2 - I !L . /I p -i ` Gri t• .J ✓ \JT F 7'(?. 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G i t I x' �- �+ :e• r/?g d'.:� �`1tf�7 ��'~F -'','Gvhh'' , �', 'v Y✓E'!�.�!•.'(� t, I _ • _ r -'/G,trAb 1 Ile , �. -r _ ,� .- I -- fir- - Ij 75 - - - •.� �/2 Gvh•c:.. f'�•.N�.L �1 i C`7 I p �' --- - - -- _ I • _..�__` ZiG fP Oil ' � � L. _ I ("'' � 't"{'�' �C'.iNI"', 1. ACL' - __ �• I `�" \�i N � --- - • -._ ._ �t!G� #W I I . Y•- �,r"•/ .�� r.. ; . T. F"cam 4 • I -- - ��fZ Or�l•. 'C� V-�" F 7'cv. . *. -3 1 GaN�, 1-'��>4.1. _ P� • . - I ��I - -�- :.:�r�~ F�Iv '� -- _ _ ---__ I _ ►-t r✓�•-�Y.. I�•E I N(,�► _�` �,,.I .,v h'I rpt �r>7 t- i G7 I G L ��r", r--- - / I v Z �tr"�(�-NATc �t �t/L - �:,L,�..�.�• G� I �1 - 1° ''-�"� 2 �•� A L+ N + p /J -�.�-... .___.__._ �_ }/�rr�� FV A,-re. V I 1-' A�� I Q• ✓ /2" II_�'I t; �7 ",ai.T�... 1_A,-r� ' 12 r-_ r I I � _ �✓ -,�i�...�•"�..��...``_ `�Y `�1.i /�C/'�I�. F•-'(��, ?S II 6 Il- if DATE DRAWN BY: - I�< -r Y , 'f �'..:-�• "'v. "�AN�L (�p.�l�•-f � at.Lr Luft �-'" 'I% •� _ - i ' '._ . � Yv, � '�' � �.` T^ALS, 1.�-.';._ /� r 0,1�.:: CHECKED BY: —p,,e,• �� (.ITU,J �_� F�E 1 �...lZ♦/G.. c.,.47 4- i, � r ��. OTLA, �I" Iii I• 7��`�� ^ .� ' f..k.`�, - - ' REVISIONS: LE . I� r' - T, 'G�`h~• F'v, " ''�'�C:L,. I yi, cd�G'f >''G�. �Cq-.I tira�uG"-,�+..� �,nt�,-,,,� � r - -�,/G�::- F' •:.�. ► C�rrua�,�ac>or�iG, I�E4Jll�£r.� ��, '�IT� >��'�,cam t-J T. !"''r..•. I ' _", ' ��LA� / � /�P� ''' o•• ,d � � � Ti-•II� F-�_��1�ra �Iu. NA•'� -r-IE _•;lraj•�I� lPeI+-IF. s'•. , -r►•••at`_ I - __j _,_„' :^-tt� -rte. Go•- r�Ucti1�� ocr!�:� ,G.s I✓� - 1�;AE� 1'dv1 � A¢"i�Q T+IE- T, Lie �' I'�,�1-l� Y r'.I.l. F i L 1. it. �T 2!r�•fs I Ll (� y — �� ~�. �Gvp`4• I /n I A. —`_ G G ! ,_t- /`. �.•/IL 4•- = iNE4E URAWIN•5 ARE THE PROPERTY Or MACRFNLIE SAITO , A4501aA1ES, P C.(M,to AND ARE NUT 1, •E I15E0 OR RF PRO�UCEO IN ANV MANNER Ex CFFT WITH Tilt PRIOR WPITTFN PFR- MISSION Of M.5A. �; - ��-� ;,.,:�G`� ��.,, �•-' - K it Y ;,,:�G�F I~t�,�. ' �1� Co h r• f GC�r-�,7� ��j.�' G Citi' ?I(�' i•-%�`;''�N G� _4► SHEEN -� 4--� "/� _r��' G:. �—�.---� f �.�L� ' � ��! �.r•. �/ (��-J��- .w_. �'r�' -.,, _ .. / I� '�~�� Ci �+ ..r, 1 ,rti � � �• _ � �T�/l , 6-1 1��Li� G ' �1 C •r ...�/ 'aG. _J OF �L i / � � • . /�II �t tl � JOB NO. Y -r� ~ "'s I III III III III III III 111 I I III III III-P I III III III III III III III I I III III III I I'lll III III I I III III III I'I I I I i III I I I I III �II I III III III III III III III I I .. ISI �_ I . ali � t� ��jj NOTE: IF THIS CLEAR ITHAN �� —�� -- lb�— 1 I �i• • 7 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO _ THE QUALITY OF THE ORIGINAL g y � Lt 9L 4L �Z�6Z Lji"I Ii T tt T K 9 L 0 9 t B E tORAMiNG. lIIIII ll Illihlll Illlllll llllilllul lull Illlh u!�III lililllll IIIIIIIII IIIIIIIII Illllllllllillillil�llllllllllllllillll Illlllul IIIIIIIII IIIIIIIII Illlhlil Ilulllll Illlrlll � JUNE 29 x` , 19904 - .. ,.. . .' 'ilk,.: 'L:Y�''ui�E: �•. "'a :. � ., �%xiiij�,l. .- � 4•Y91W5.w 'rY•I/i' •+r•w rp.rYAw.avunurrirwu.:.ararrw„wr.n....:,.. .._-_.....,�„,-„,,,,, i r . s• 'x '�' _ THEIcMAL _ 10xs PURE PRC TECTION CGO+`►T I h)(�B.� �� `•• 6 1. Built-up roofing: Owens Corning Fiberglas specification No. 410 Wl•iD (Class A) or approved equal (20 year bondable, white min, surface cap sheet) b GENFRAI, REQUIREMENTS ; by Johns Manville or Flintcote. 8. Pltmtbing By Separate Permit 9• ELECTRICAL BY SEPARATE PERMIT Alternate M A. General a. General 1. Tt a work under this c•or,trsct me ject is to include all labor, materials, " O transwrtation, equipment, supervision, and services necesCar: for and Owens Corning Fiberglas Specification No. 315 WMD, or approved equal 1) Codes; make installation of all items in caarplete acrordanre with 1) Electrical Contractor shall submit drawings showing electricalC14 ressonnbly incidental to the cervision, of all vicesrnecesn work in c^r,- (15 year bondable, white min. surface cap sheet) approved alternates codes and regulations set forth by state and local authorities. wiring diagram, service panel, lighting layout, and catalog cuts o lection with the Uraw:n F- Johns Manville or Flintcote. 2) Submittals: of all fixtures for Engineer 's approval prior to start of wgrk. q, and S ^cificati�ns. a) The plwnbin contractor shall sutaalt drawin showin !. 0 2. Cootdinat.un: 9 g y pipiry ) It i:> the �erara Contractor s responsibility to insure trot all s H O Contrsct�r shall vers and confirm all 3imenc,_onU and conditions IXOR51 WINDOWS AND GLASS locations, sizes, and arrangements plus fixtures manufacturers connections and conductors for Mechanical systems are provided by cc O 1. Doors and Framer: and catalog numbers. SuirTittals atoll be approved by Engineer electrical subcontractor. O U W a a;,own or implied on elle drawings and specifications as .veli as the • ch ;i cal conditions cf tt,e site. Notify En sneer of disrre a. See Plans for sizes and types. before starting work. b. Work Included �, A i O y' o , panc:.es b. Wood Doors: "Standard" hollow core (flush type), or "standard" solid b. Coordination 1) The work to be rtormed includes furnishing and design, all labor, .• W prior 'to start of work. . . _. F'e 9 d d core (flush type) as noted on Plans, by Cal Wood Door, Santa Wosa, 1) This work shall be coordinated with all other trades involved. The materials equipment and services necessar to construct and install <e Z b. Contractor shall coordinate the work of all subcontractors to prtventY California, or approved equal. Contractor shall review all construction drawings as well as the job the complete electrical system ac indicated. A 0 < duplication of effort and to insure proper sequence of operaticns. �n � C. Hollow me tel doors and Fracssa: site and avoid all conflicts. 2) PruvidE 1000 MP. 209V three Phase service to electrical room In each W W t- c3 �. Applicable Codes: All materials and ur�rkmnnshL- shall ronfor:n to the \ � r, 1) Doors: Non-panel, full flush, fabricated from two sheets, 18 gauge C. Quality Assurance building L Cr ,p Uniform building Codc, aiplicatle State and Federal safety orders. All g' W r W O referent=s to codes, specifications, and standards bhall mean, and arc: steel with no visible seams on either face. Doors ■hall be reinforced 1) The minimum acceptable equipment and materials shall be equal to the Bid Alternate N ',- I v 2 p, a intended to be, the latest edition, amendm ant and/or revision of sLch and stiffened. Doors shall be bonderised and finishes as standard one- following. approval to use other [hall be obtained from the E"ineer. Provide price for 1201) AMI and 1400 MIP service FnIL b�t-�V N Q N t" ;" reference standard in effect. coat bake3-on prime coot. 2) Underground water piping: Cast iron or Type "K" copper. C. Codes ;4i•._'A.-I le 4 : ,iso At•i(� ,-.eF.,/I GE !� A- b,I,OIC_,, 4'� �' � � N p ', 2) Frames: Frames to be fabricated of 16 gauge cold rolled steel. All 3) Above-ground water piping, Type L" copper of schedule 40 galvanized 1) Make installation of all Items in c late acr_ordance with all ( ' 4. Broom clean all ca�crcte Flaha and walks. 0nP rrc�c'' �✓ W M i joints to be full welded and finished to perfectly smooth surface. steel. codes or regulations set. forth by State and local authorities. W '" 4) Waste and vert within building: Cast iron with "na-hub" O H U. N ¢,. SITE WORX Frames to be tl:orounhly degreased and cleaned of all imperfections before joints for In case drawings or specifications conflict with cede regturem►rntm, Y +_ Ua0 a, f painting. All frames to receive fa^tory coat of rust inhibitive primer two-inch and larger, and Galvanized steel or tlueaded cast iron for the code governs. However, the Specifications are to be considered [ ' (f, U c 1. Allowa>ule oil Gearing pressure: Sn00 asf. baked on. Frames to be mortised, reinforced and drilled amid tapped 1-1/2" and smaller. Use no smaller than two incl, cast iron under an minimum. Obtain Arid for all ermits licenses and taxes �/ N Z o 2. Stripping: Within proposed building, fill and pavement areas, the surface P+Y Y , W < _ shoul3 be stripped to rerr,ove vegetation, topsail and organic material. only for surface mounted hardware with drilling and tapping to be done floors. ASTM A-74. applicable to this work as requir4d by law. m n Based on the explorations, it is estimated thct striFFiing to an awerdge in the field by the erection Contractor. 5) Waste outside building: Concrete sewer wipe with bell and spigot d. Guarantee depth of about one foot will be required. Additional stripping and grubbing 3) Acrepted Manufacturers: Steel-Craft: CurrieA Ceco or equal. or rubber rine joints. ASTM-C-14 Class II. 1) Guarantee replacement, at no cost to Gwr,er, of all failty materials 2 Ca CC 3 will `e required to remove tree st mps and roots, and within arses having 4) Submit shop drawings for Engineer's review. d. Storm Drainage and workmanship and pay for any damage to otter work resulting OK Vi deeper rtrrface organic material. The stripped materials would no!.- be d, Overhead Door 1) General therefn�a,. period of guarantee to extend one year from date of 1) Provide steal sectional a ward actin +•,tical lift hi-lift or a) Provide all underoromrid storm drains and catch basins as indicated, acceptance of installation o • su+twble for engineered fill and should be stockpiled for landscaping par- p 9 ' P by Owner. Owner, of his representative m standard overhead door of size indicated. 24 auge. b) Catch i�u;in: 24" routed as indicated on the drawings, 1/4" late, will ive notice of observed deftcta with reasonable promptness. p poses or removed f.r^m the building area. g P q 2) Doors shall be manually Operated on helically wound torsion tyre spring. welded canetruction. Provide with not less than 24" water dehtl: Mercury lamp replacement from burn out to be 90 days after final Subsequent r.o Ftripping, the surface should be proof rolled using heavy 3) Accepted Manufacturers: Crawford; Overhead Door corporation; Kinnear. below outlet. Street weight cast grating with minimum 45 ;:ercent acceptance. ilallasts shall be guarantatd againrlt noise and defects rubber-tired equipment, such as a one--half loaded dump truck. Soft or 4) Submit shop drawings £or Architect's review. free area Capable of suppertinq 12,000 lb. wheel load. Coating with replacewant up to twelve (12) months after final acceptance. weavinq areas observed dr•ina this oparetion should LE scarified and :e- 2. Aluminum Storefront and Windows: shall be black sAphalt paint. e. standards compacted. or over excavated* Larckfilled with engineered fill. A. Aluminum wondow frame 4-1/2" x 1-3/4" profiles for use with c) Piping AST11 C-14 minimum Class C Bedding. 1) Notwithstanding any reference in the Specifications to any article, Prior to placing glazing assembly. e. Fluetbing Utilities - device, product material fixture, fors Or t of construction b ^'M'4 1• q fill on grptu,d sloping acre than 4H:1V, the surface .,, YF'• Y should be benched to provide a level surface for filling. The bench should h. Altr►sinw starafront door Witt, 2-1/2" stiles, bottom rail 3-3/4" and top 1) Utility connections: Plumbing subcontractor it responsible foe all news, sake or catalog number, such retereaoes shall be Interpreted be sufficiently wide to accommodate earthwork eguipaNRnt, a rail 2-5/8". Hardware: Deadlock with cylinder both aides, puahbars both plumbing utility connections 4R pieta; contact local serving utilitic.• M establishlog a standard of quality said shell not be construed as �s z 3. Grading: Grade areas designated to elevations indicated. If grades are sides, threefold and closer. to determine conditions involute aru3 make or arrange to have connections ltlmiting competition. �s „ riot adequate to provide adequate site drainage, notify Ene,inear prior to c. All aluminum to br medium bronze finish. made at the proper time. .1- f. tabelltsg • 0 d. AcoeQted Manufa.;tuzers: Arcadia; Kawneers U. S. Aluminum: or approved a) Water Service: Verify axis" water line size and location. 1) '!he complete electrical system is tolo clearly and properly start of work. Y y p perly le,belad " equal.. Check water pressure lxfore tartiny work, to indicate the loads served and the 1 lotion of each item of equip- W 4. limproa_seni to sizesavate for footings, piers, slabs, paving, and other b) Waste: Connect to or ar Lor connection to available sewer. stent rovided under this work. iwpro�eraents to sizes and levels ■tww;r or required. Allow fpr form e. Sutmit shop drawings for Engineer'■ review, p clearance and for proper compaction of zequised backtitlinq material. 3. Glass: Verify depth, size ar,d loos or, before starting work. 2) lWirsltboards shall be clearly labeled '�e'1 engraved phenolic name- /c�c )ill footinrts to bear on firm, natural, undisturbed soil free of organic a. All glass to conform to Uniform Building Code, Chapter 54, latest and c) Raindrain: Discharge to Table drainage as indicated on #Vdeo- to clearly identify each load sex#". V r redaral Regulations. drenge. Verify depth, bed location before starting work. 3) mels shall be identified with raved phenolic name- materlal u,r on er,yinaered fill.. A:1 soft, wet, or so_1 of unusual condi- �, W tion =hall be excavated to firm, natural, undisturbei soil A13 oruanic f, sprinkleringr Not required Fn l-o'co # , F oorraspondinq with the distributi�tchboard labeling, SMIirT KETAL Alternate M inside of the cmteria. shall k» removed fico building and paved a_eaa. -- panel door for La� alr Ord on the face �. All work sha:l c 1 with a rcwble rtiona of the Azchitecttrral Sheet Stub out fez sprinkler eveteSl. dmor for surface panels. No be is or other markings 5. sackf i l l i,�y7: 0mp Y PP/ PO paI. `l " ' a. backfill Materials: Selected nattual fill material fro►r on-site ex- Manual of the "Sheet Metal and Air Conditioning Contractors Association, Inc." Alternate N Q u N y,� Its on the outside of the pawls. ,, V K (SMACNA) latest edition. Provide Sprinkler e s - " " *;,!, ,.« ' cevation or off-site borrow, shell consit"t of the following ora p Y ► "Ordinary Hazard".. � � (? r/f.�.0�r�+� 4) Mach terminal cabinet contractor, disooemsCt (twitch, relay, tin ` blend thereof: (well-graded granular pit run, or bank-run sand, a►d/ot I 2• Provide All necessary mechanical fasteners a-4 accessories for complete . _„ _ - switch, pull box, junction box for other tMn branch circuit wirinq, installations. unless Wmiousl directly equipment shall be labeled with gravel: small cobbles up to 1-1/2" in naxianss sills with not more than G. P1re Protection 8,►stetrl (Building it Only) _ w _ y, y irectl related to e lOr, of fines padsinq through a No. 200 sierer or ar,proved on-site ex- 7. Flashing: 24 gouge galvanized shtEat metal ,n accordance with AST+t A-361 for all - an engraved or embossed naraeplate securely attached. cavation mate:ials). Under slab granular fill shall be of 3/4" crushed items unless noted otherwise. 5) Where outlets or devices with stainless steal oz plastic finish rock, free of organic material. 4. Scuppers and Downspouts: 24 gauge galvanized sheet metal per ASTM 361. Pro- O plates require labeling, provide engraved fish plates, - -.•..,,....,_•...........,:.,,,...,�, .,,.........,."",.,,,„.,.,.h,,,,,,�,..*"%�,,,,,.,.,,e, b, - .-46w'"..,,3,.W^'O., ,,,,s, vide removable bird screens at. downspouts. 1. Work Included: urn .sh all labor and material and perlorre such other services necessar and reaaonabl �' 9• Project Drawings b. Except icor rile surface stripping, excavated on-site soils, free of organic y n 1) Maintain "as-built" drawings rind turn thea over to the Owner upon V or other deleterious materials, will be suitable fore engineered fills. SSHLAMTS AND CAULKING incidental to the ii,stallation of an autaatatic sprinkler . n9 _ _ oowpietion of the project. pyittem for all areae indicated on the drawls a and Fills should bm installed in a aeries of approximately horizontal lilts, Seal or .sulk saints between dissinllar rt,etezials for watertight seal. Pzovido q h. Completion and Testing +";• alt required by the goverainQ agency, J not greater than 10 inches in thickness and Nteh lift compacted to at watertight caulked joints at all building exterior locations where possible water � t 1) Conpleta scch s'�atem•end place in operation except where only least 92 percent, of the maximum dry density obtainable by the Modified penetration through joint may occur. ' roughing-in or partial systems are called Joe. ' Clontractot Qualification: C4ntractbr for the fire Method of Canpsction (Designation T-1S0). The contractor's a. Silicone Rubbaz ease Sealant: General Electric Silpurf Neathemproofing Z� 2) Each system shall be tasted and left in proper operation free of procedures should provide for uniform coverage and cowpaction of the Lill. Sealant, Dow Lbrniner 740 building sealant, or approved substitution, protectign installati.On shall be >te(,yularly engaged faults, shorts oz unintentional (,rounds. IF "` Ne antics to that ehee ofoot or ae ented- d-t compaction Yes, shall be in qtm grade consistency in the installation of automatic fire sprinkler 3) Demonstrate system in the prevents of the Engi,teer, the Owner or h 7. pa p g>n pa lief, pacti.on equipment Material, of one part component t y employ workmen exptrienced and skilled s steins, and would be suitable for compacting the silty fill soils. and in standard colors as selected from the manufacturer s palette. their representative •alien requested. c. Compaction Standards: A11 con ctio�i based on ASTM D 698-70. b. Foam Tv a Premolded Filler Gasket in Cord, Strip, in this trade. pa pa p p, qr Other section as i. Telephone 6. Paving: Comply with "Asphalt Paving AsEoriation of oreccon" recommended shown: Similar to Dow Chemical Ethafoam, in natural color closed cell 1) Coordinate installation of telephone service with local utility. design and conetr,+etion procedures, latest edition. ProvidF: laving fo: polethylene foam provided in sizas ea required for secure gasket position . 3. _ GOVerning Agency: All work in a eordanCe with, and � V to be accepted by the Insurance .;EsrviCl!g Office of u Fzovlde all required conduit and service board for complete installs- . V all areas >;pecitied. in indicated joints. •tion. 1111rinp by utility. 1 . 7. ,Pavement Marking: Apply 4" wide parking and directional lines where shown. Oregon and Fire Marshal State Of Jregon, hereafter Use Roddn Paint Company No. 67I-White. ' referred to as the governing agency, and designed S. weed control trehtment is required on all qubgrade surfaces receiving asphalt to Comply Wit)1 the latest issue of NF PA PsmpA1lt 13. suiVacing. line Monobar Chlorate by U. S. borax or Nox-weed No. 10, in ac- . t. 4. Design Requirementst Submit installation pians covering -�• iarterior Lighting ;,. cordcnce with manufacturer's instructions. iA^'ty rlr��aR TIISUIi1T>m PLASTLA 1017.E sYsl�! 8 rinkler s stem to Ownrsr for a 1)� Do all work in accordance with regulations of serving ele�t,ic utili'c National EZectzical Code National h'': p y preliminary lansvhawe$beenlapproved, • Electrical safety Code, Natitxtal Fizecodes, and �ttter a*CRETI .., .•1, t of system. After Y, , !b sret;.em consists ei y p approved, ` 1, Codes and standards: All concrete work to cam • re are final lana to be suMnitted t0 ply with ACI 31d-73, "Building ,w a. 3M1/2 : 1a gage Slrett metal studs at 16 on center. P P P governing agency a. applicable coder. P Code Requirements and Reinfor ed Concrete": ACI 306-66 "Recommended Practice ' b. 1/2" exterior gypsum sheathing. for final approval. When final apprrnrals are Obtained, •4 furnish six oo fes to Bn 2) Make complete set of as built "Record" drawings and ' for Cold Weather Concreting": and ACI 305-72 "Recommended Practice for Hct f • •'O. 1-1/2• pOlyftrr.ne innrletion board p gineer for distribution. Uri � .J 6 I return to the Architect. weather Concreting". 1d. Fiberglass reinforcing fabric embedded in veneer base over insulation W..,... plans indicate make and model number of l,utOtmatiC sprin a., 2. Dlot.ificatloa: Notify Engineer 4H hours prior to bPyinning any pour. t board mW finish coat with sand texture. triers, alarm valves and other automatic devices as required 3) Provide trenehinq, backfilling, campecti;oa, end re- s. Acc.pted Msrrti!•etarer, •Dtyvit• oz Spproved equal. ;' . 1Ror Checking purposes and certification of a stem. Auto- 94". binimum trench dept' shall be yi taches � ` 3. Concrete Strengths- y raises otherwise noted. ' n. Footings end foundations: fel'o 4,000 psi at 28 days, with maximum 3. Substrate shall be ground to a true level arrface free cf dimples and dents. Nlatie sprinkler system i6 urs be designed, laid Out and 4) Provide electrical conductor, c kr'" eltrrup: 4". 4. Shop coat with rase finish, free of aggreqata to sssuu• a smooth, level surface. installed as a Stet pipe systefi. All +SutometiC de•rice8 , conduit, devices, connections 1 required are to he desi ned articular) and associated accessories, or any combination thereof h. Tilt-up wails and floor slabs: fc - 3,000 psi at 28 days, with maximum t, q g p y for use in this slump, 3". type of system. It is the Contractor's option to design lx artier to provide a a lets end y � s h p gyp. operable system. t e tiyatem par IllPPA A)O. 13 spacing for ordinary hazard - 5) Rigid galvanised conduit shall be used for all wiring 4. Current: Standard brand of Portland cement per ASTM C-130, Types I or II at . , Glitrup 2, ld GPM/2000 sq, ft, installed in poured concrete construction, exposed to ..,j • Contractor's option. Use only one manufacturers standard brand, type and N7iltLti �' grind throughout all trork cf a particular tl•pe. the earth, the weather, or wet locations, where sub- 5. Materials and -Equipment : sect to sechanioal injury, under roadways, and for t" r M $.,,-Water Clean, potable, frelh, and fro* from injurious amounts of oiln, acids, face h'aparation Cies coot lips Oo"_ TWO t elbalrs atsd fittings terminating endergzowad runs of ' alkalis. organic mlaterials or other harmful substances. • `,, v` . Aw.. & G. Admixtures: (agents stall both be from the some manufacturer) : .1 concrete correct Surface slemisnes (1) coat Tinted (11 pat 1. �tsoellaneous 9lprinkler s4peeialties: System to •to G a. Air entraining agent: Per ASTM C-260, •"` '"'s ,t` be Complete including al.l steams required by the non-metallic plastic conduit (PVC) can ble used for N d 041ve"dsed Surface clean gOverninq agsna P!covida a Water Stotor alarm, tsrd W round applicable by code Regulations. r ` V. tr c b. Nater-roducina agent: Per ASTM C-494, Type 4, containing no calcium !ictal 1ho is As id Etch (1) Cost (l) OSat electric alarm flow swlteh,06 & Y valve ntonitOring 6) �teregedverme�'oonductor etgrx»ureleatista, code eppre•'FM ,T� N chloride oz other accelerating or retarding agent. sopehor 7. AggregaG�: In accordance with ASTM C-33, maximum size 1-1/2" and including switch and fire departtsatnt !M COnneetiOnII. In- insulated suitable for the conditions encountered shall Ketal Doone surface Clean elude wirin from the alarm switches to the in bs used unless Shown otherwise on the Drawings. __ f sand, but in no case larger than 1/5 of the narrowest dimensions between sides .;,,i (1) Shop Chat (1) Coat 9 Po of the farms of the member for which the concrete is to be used nor larger ,."; of ConneCtiOn in the fire alarril COntr01 panel. 11 than 3/4 of the minimum clear spacing between reinforcing halo., , Wiring by eleCtriaal subcontractor. All wire and cable for ±seder circuits shall raaf►lti..a, l s 8. Aeinforcementa: All here for reinforcement shell ba deformed, intermediate ""'1'"" to the latest requirements of the current edition of grade steel conforminq with "Specifications for Billet-Steel Concrete ..� 6. Sprinkler heads not. 'to' OCeur at numbered grid lines, the FixNBCture. and shall sleet all AST„ Specifications. Minforcinq Earls", ASTM A-615, Grade 40 '(minimum 40,000 poi yield strength), I align heads to aCCOmOdate future tenant feparation walls 7) Tixtuze: lbldcast 41600 Osmics -� rR r� 4txrept Grade 6o ae apecificnlly noted. Minimum barlaps at splices per ACI at nufibered grid linea. a) Lamp 10OW SPS y V V I Code Chapter 7. . P b) ballast Code 27, X71 molt, Hsieh f!P Dark Branae 9. Slab tiardexterr JEF Multi-Krite Horn Clear seal by N. R. Grace and Co. 7. later Service Connection Backflow Preventor• Connection o) Pole, 3>ir S1000, steel, round, tapered � M 10. Testing owner shall employ and pay for eorvices of independent testing `4 -_- t0 primary Water service to be Glade with approved double d) • ,lid Alternate •12 t M /1 Cl - - -------•• - . - (1) Delete - MOldcast 5400 Series Pale 1 0 . . check valve assemb'fy made up of. two brags, internally (2) Add - Moldcast F 4140CA, Fiberglase poles, 39' till .'J laboratory wrkinq under direction of Engineer to perform concrete teat of � spring-loaded checrk valves, shut-off valves and test footings, slab, and tilt-up wall panelf. Contractor shall cooperate and own furnish tools, materials, and assistance. MECHANICAL BY SEPARATE PERMIT COCjcs. Include detector check in service line. �.. M ._ 11. All exterior concrete walls shall have a sack finish. 1. it is the General Contractor's roeponaibility to insure that all electrical �-_ i2. Rubber water stops shall be 6" Grace ►5318-60 or equal. Provide 900 elbows and connections for mechanical systems ore provided by electrical subcontractor. Sprinkler Heads: All sprinkler heads to be spray type, ) a' splicing unions where reguitee. r, l 2• odea plain bronze. Provide metal box containi,tq spare ' a. Make installation of all ire s in complete accordance with all codes or sprinkler heads and mount near the mein valve; box to METALS req++lotions set forth by state and local authorities. In rase drawings contain a minimum of BiX spare heeds, With not lees �"1..1) , - 1. General: All structtrzal steal shall be detailed, fabricated and erected Jr. or specifications cor :lict with code requirements, the code governs. than two of each type used. `0, -;.I accordance with RISC Manual, latest edition. Howevoz, the specificat.ons are to be considered as minimus. `` • �,. 1. Etructtrral end Miscellaneous Steel: b. HVAC contractor shall cobalt drawings showing unit heater locations, pipe and Fittings: Use standar3 w[tight black steal r' ►I . a. All steel plates, flat bars, straps and structural sections shell be roof mounted units, duct work, thermostat locations, etc. plus fixture pipe and cast iron screwed or mechanical joint fittings Cs; ASTM A-36, unless noted. manufacturers and Catalog ntmFbcrs and cuts. Submittals shall be approved espet:ial]y adapted for sprinkler work and suitable for . ✓ b. 'All pipe columns ASTM A-53, Type s, Grade 3. by Engineer prior to start gf work. 1.75 lbs. working pressure. Use reducing fittings where I A: c. All bolts ASTM A-307, hot dipped glavanized. 3. Guarantee: Ch:angea in pipe size occur. Hushing era prohibited. ,1 - d. All steel to have oma shop Coat or to be galvanized if noted. n. Guarantee replacement, at no cast to Owner, of all faulty materials All sprinkler specialty material Grinlutll, Star, Viking, ;P " �'.,J e. All steel eatbedded in gravel, rock and/or earth to be coated with and warkmanohip and pay for cirri damage_ to other work resulting therefrom. Autc+metic Sprinkler Corp. Of America, or approved, with . C��; `��,V' t;, asphalt. Period of querentee to extend one year from date of acceptance cf Underwrit,lrs approval fr,r u.he specific use in system. '+ f. All welds N70xY, per AWs Standards by certified welders 1/4" fillet weld inctellation Ley Owner. Owner, or his representative will give notice t. Valves iron body OS & t pattern Smears mounted double typical unless otherwise noted. of observed defects with reasonable promptness. disc, parallel east. DATE: 4. Work Included n ,_-4 � I104 CARPENTRY a. Include all materials, 1(Lbor, and equipment required to install complete 8'. Installation: Conn@Ct to water supply source as shown 11, 41' 1 . General: mechanical work-. Cooperate with ether cantractors in furni�hiny anterial On drawings, Check adegUeCy and call any deficiency t.o DRAWN BY: a. All nails to be "common" or galvanized box nails. No bright box nails and information for correct location, in proper eequenr,e, of sleep es, attention Of Engineer. Install all piping in ,:i true allowed. riesling to be in accordance with Table 25-P, latest approved bucks, chases, mounting, hacking, foundations, and wiring required for and then manner with lines pitched for drainage and 2 Kra �; edltign of uniform Building Code. inatalletion cf mechanical- items. Est sleeves, inserts, anchor bulls, !system arranged so that. it can be entirely emptied of b. All wood in permanent contact with concrete to be pressure treated with cast-in-place iron work, err.. T)pr�r. failure to properly d.rect, locate water. Install hangers at all k -arch line connectllonec CHECKED BY: ' a wager-borne preservative in accordance with "Standard specification and size such work at the correct time, any additional cattina and to Cross mains and at all other points as required in fat Pressure Treatment of Timber Products", ASTM designation 01760. patching required is to be du,." by Mechen.ical Suxuntractor. ea directed hereinbefore specified standards. 3uppOrt all pipework I c. Solid block all joists over all supports. and approved by the Engines: oz Geaezal Contractor. from 1rUildinrl coni�tructfOn with mi:d Steel hangers REVISIONS: 2. Lumber Grades: ; S. Drawings spaced not more than 12 ft. 0 inches on center. 6upport L Studs, plates, blocking, joists, headers, and ledgers to be Douglas Fir 02. a. Make com�letc set of "as installed E drawings and return to the Engineer. trAins independently Of. branches end in n0 case are branch b. Purlins anc' subpurlirs to be Douglas Fir N1. Keep "as installed" drawings rlean, undamaged and up to date as work hangers tb assume any portion Of the weight of mains. I. C. Clue laminated beam progresses. Accurately i^,dicnt� depth of all buried piping end lgcation ,. 1) fb - 2,400 peri or 2,000 psi as noted on framing plan of cleanouts. Locate all bursal or concealer) Fiping by ar_tual dime,,sion 9. Test: Test all piping to a hydrostatic pressure Of 200 ); from wails center l in(s etc. If "as installed" drawings are not pounds per square inial t;,nd maintain for ( hours minimum. ' fCl 450 p3i correct, Mer_hanical Subcontractor in responsible for costs of future • " po Perform other test as may be directed by Owner or fy 16� psi Douglas Fir or 155 psi Hem-Iiz a noted o� framing plan, prospecting' fc,r lines not installed as shown, governing agency. �, 2) Cumber: as noted on frac.inq plan. 6. Coordination 3) Ixterior glue. a. The locaci�n of all utilities i:r'icated on the plans is taken from 4) Industrial appearance �rarbe. existing public records. The era,-t location and elevation of all 5) Top tensi.cn laminntionr on cantilevered beams. public utilities must be determined by the Contractor. It shall be 6) Glu-lam manufacturer to submit shol, drawings for Engineer's review, the duty of the Contractor to ascertain whether any additional fecilitioes 3. plywood Sheathing: other than thane .shown on the plan may bt present• Roof shea!hing: 5,/9" plywood C-D Interior APA 32-16 with exterior glue. r. Cell to the atteni'nn of the tngineer any error, conflict or discrepancy 4. Powder driven anchors to be Omark 1/4" diameter shank, H95, Part 447095, in plans errd/or spec!.ficationS. I7o not pre;eed with any questionable items or work until clarificst4an of same has been made. Supplementary T14ESE DRAWIN39 ARE TNF PROVE rte, .J c I ST S details and lana the be s 1 a T 1 r-t c- %-'� ofz- T��v-,z-) J c •'•.7T- O 2 /a,PF 2c-.,'^ p E_,W.;A. p Y app fed 8e znqu:rid and tlMy will bE�CO1m@ a pati OF (M/SAI AND BAITO A A5 BE U . � L1,./E_ Z1,-p ora r-9 F 0 ESC L- .-.;o/_L::) 32 PS F p..- ;-4Qp of the contract documents. P.r (M/SAI AND ARE NOT TO BE u UR HEPRO�UC[D IN ANv MANNER. 7, Gas Service CrPT WITH THE PRIOR WRITTEN (_ HA-0-Lo F rt 40 (�"r Jv IS"r '=j LI PP L.IF '9- MISSION OF WILA , J, .,©IST r-�1/A.t, Li F'Ai..--r LJZE.WL 7,-- •caLlPyr-I IT asNoP C� 2A I.1 IrJC�<., a. Contact local gas utility for >�ctige er required► pay all costs involved. SHEET ,A Rim all qac distribution pipin� la►,tt wake line]. connections to all gas using I r LL Ts1cRNAL i NDISTUXX FKDTECTION equipment. A, �. I. insulation (��.'� `��)a. R-11 tilDlsrglase balk. If/ ---t! b. All insulation: Flare epreafl rating of 24 er lees and smoke density - - ' not to *wood 450 is espused loeatlons. . e. .e . . „.rof d I OF 2,-� r . JOB NO. __ . CAMr.rtl MPT CO. ., + �_ / 1 • , n a. ! , I 1. rr. I. � p -.-_ r.- ,,:V-.- ..), 1 w• .. ',.M,...�.._. yllowi�NOW - - - - 1 1t1Vi�ilYiWli oi�` •+"++•..+..-.+«...►,.........- :..r..-.,.•.......�..»....,-..wl eywr.._ ., -..._. 0 1. i IIIIIIII111111 1lllllllllllllllllllllllllllll1. 4 1 llll1I114 111 III1 IIIIIIIIIIIIIIIIII r , • --- .. . its i � iy iii i � 1.111111ilipIriii i � ili � ii � ,�j iii i � iii 1 i � ili1 � [ I � i {►u i � � iii iii 1NDTE: IF TH1 MICROFILMED ( 1( ( � _�_ �_ I-- `-I .'�. -I �� --- I �_� ��- �� I11 I y I rDRAM[NG IS LESS C;FAR THANTHIS NOTICE, IT IS DUE Tv _ . I. THE QUALITY OF THE (AIGINAL � �, DRAWING. Z Z -LL Z 4Z Z L t IZ L t t 1 t t t t �11111111111 t8B L 9 9 f t S lw- a �iui,uiiluii iiiiliu!��11111 I'1111!!�1��I1��I��i�►ii�l�� li►�illllll��i��l� lll��I�►�lii��1;. sills��i11111 i��luu►�►�I� iiu11 iinl� �l�ii� �ii�liiii ii ��ii��lii�i i�iilii�i u��l��lllll�� ll lll��l��ii �lII iIII. _ .f ., .�. I9 r- I - V. JUNE � 29 f• 930 -010 - . R I k , If r & ,_ _: __111..1.....,.11_." q...,... -_.,._.,.,»..........,..,.-- __ .smltrrras,�srrsisrn••-, •--_,•1AI�I 1•„ I; Y' y l s'J , 7 1 04 1 ki 4. Lr F � V a. z BONN 1 N AllCL - ` --`� _. - r_ , ,a ;. ,;;L AL. , _ I �J I .II.,, �C I Ail.•7 LU cr Ix W III— w o � _- - _- o W I-� T u IJE_LJ ..G?N.J�ry ` -- T� �•ILw��r �• / "1f� \.. � ;. I M 4r / /� - ?..1's?'yt�.•:_ �� Z C` X CO CL Z'`•�W AY/ i ' ''AA _ :a. u i�.vc o1J ..7=•- v ' tl\`.ri I' ,,��I „, c i MPty� R, �1I,''� '", --i %►m+j G? 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PF,L�'u• �'t L o c.ATE O ;nJ 1'CaI►F_I� W AT L Ft CHECKED BY: TW v WAY TI'dAFFI cr DI 4Tf2-IGT ` v -t"O'T1A1_ EUiLL)INC., AREA '44 ,:�, 1„ 5(w, fv7" - A4 (�.e.�/If.1C.� vim: f✓2 4' �vMP.a.�-T `(_�;: GRJSHE•p fZOG-K �.� GLG/�►1J OUrS REVISIONS: I r f5JJILG'INC� 1 '= FLP-. r\�lrA '� ',�'.2 Ca?• F-'1; evC(Z`f' GiUI_p0 1,:/61.OGj&ou-rasp ILpK AGC•Easms 144 a •.I ,;:c.'N�� plzl. - •�� S HEF? n LANJ'.iC.APINC-� AREA F'�T, F O,LAW e ToN o C -- - GC�f~I,,2E. .yIr�EW� SEE ►.�c�Tc. �i WkKINC, s OP_IvEWY -=41 ? '(:2 FT, I/ -.---�- _ 4� Go M E�>TI G �.:o.T fftt: ARCA PRov i�E I Z'' M ET'Eti h/ PREhyUR� K�Ev�lclr�u vA.wE 4 IV2 tiTIJ� L.C�T A2EA rltp 703 '. F-T. FOIZ I R-R I Gsr�►T;vN, PA2KIfJ(a Pf�VID�G hANGIC.AF' - �, �'��/'•l._L.`,� `>.i �. 1;��.:-w - _ Ir•� .•!k,� (•'('.:;.'�F.T`f L.Iti ;.:. . t✓I ")MPAG,7 - STALLS �•HPI.I.. r. 4 'I G,:% IJG.. 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IF THIS MICROFILMED 1� I I+I I I I I III 11111,I'11111111 I I r ....,...,—_ _1'-..• � - "- --.�--_s,-. ,•• - "`�,►... V P DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY nr THE ORIGINAL t1111 ��DRAMING. I11111111t'111111111 111111111 IIIIIIIII IIIIIIIII Illl1llll�1i�l, 'lll IIIIIIIII IIIIIIIII dull t lllllllllilllll IIIIIIIII illllllll IIIIIIIII IIIIIIIII lilllllullilllllllllilllllll lilllllll lillll llll illllll!llilITlil J UNE 29 , 19 9 0 - '��'" ♦ , .,...>.. ...J_.:. . ..,a':np� ,w .,, .. -.?J"II� Y.- ub!e1r..r7�K 'ire 166ti - .._..,a...__ .�--.._._4�._+'aQ8�a61arro_rr ..ww.v.v,wMR+MYn ..�..nn.........w.+w+r.•...r..r.�.� .._<..,...r�ww.Y.'11�I�r irvwrr,'�ar,; .'. j'1 n. ,ftp e' I I +fi N { ^1 1 1l7r •M' y t - W- 1 _ r'�� i fill ry -- --- _- '-- -� ' p a � / / _ _ ._- ---•-------'__._--- I .� L- �-,-s'° ...-- •'- cJ - --�.,__ � tom? a , r / , I..�c Z •'� vl urCL t U . Icr U' it - 1 J Al GC EL ' a a CL �� 1 \ 1L� 15AL 10 LA NI to 2. Iv- clid ile, 1 , I OLjj o-V (('1 1� I l�1+,,.,� , _ --••-�..1...•_�-. I 1� In� � :r� �'j"`"w._ •�i> � � �, r�, •� 1.`', r t>r, I t'."'�S ''••� � � / •,`�`� C7 ILL 74 1.j 199 S' 70' _ " '��; � - _ H s'-r t �:` � �� _ •---*I'i�- Il`' 1 clrl`(•' 1`��rpr ____., ._•�'�_.t�-• .�'-.�� Irz. �, r.1 Q p4'T�4 s,7 .•.� I �., N I1' 11`1`0 11 , OF ------ J, Po ,.,. off. oNil c' a' DATE: F I S JY "L.C7 "' DRAWN BY: PJ C.o I�� _'--- ---., _.._- -•..... �.._.._. r.. .•� _� 1. CHECKED 6Y: I:0 Itoo REVISIONS: a. It;4 I ICJ�� Ilryk Lo ' ' PLC "I 171L printed ' SHEET " SEEP 121984 -,� ol ' — M 17' x' A !. S S t ' u , M •. .,,,I.,y,,. .1 i'.M-+�.'.i .. ,. .,. -,w - sw'. ,r,.. ....•y, �. . ;'�.yl ;4 i 3U '�r �i, !+.yM, .M.-• ,r... ° !:. °�9#`.. :.. .. 7 :. ?i, irF1l. '-:" ... -....:,:...,..., , � .. d'Or ` , ,IIIc IIL�III III III III III I I III III III i I III III III Iii III IIIIIII � I III III III � � I�I III I�II � III III IIIIIII III III III I I � ... . NOTE: IF THIS MICROFILMED TI ---- I ' __.l`- DRAM IPG I LESS CLEAR THAN LL___ _ L THIS NOTICE, IT IS DUE TO _ „ TM f,1UALITY OF TW OR•IGINAI � - - till NGVIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIITIE ItIIIiIDRAWI , IIIIIII IIIIIIIII II I ` s It lJTJNE 29 1990 ,i�M � II IIIIIIIIIIIVII IIIIIIIIIIIIIIII�III • r_ _. . . x... .._,_.._._•_ .r n .r F • v Ax IL VL to y � y • . A - �i • r' } /i 1 ` � 'moi (/�' , -\�� \ •\ r � �''' `• _t .. s.I;• A r. b* +1��i} �'�,�, � �t .1.�'��.7. ',, i.� ��. u ►, tit" if( v , i , 2� ►✓U1�.re � t—icac.J•, � ! �`' f ; 1 ' j�77_ `=Fi • f IVY7t6._-r±�. L.-j _ _-� 41G.F z �..azu�.,�T� �1 £3 IC ►-4*7 u L T � P ,, ..r+ k 14C:+i"'r ER$4 Rko O K. _ . . ._.._C kLJMt2 C.US NuS I C-AL .�<{ K W E STF..R.t4 REt7 6ez1&412- UJ At P I CONT A ea I-10, I-id er 60 c ti. I YN" 1, i - \ 'J ar-, •.J tt+s►) TA TIC _ l� ,� ►� �'r,_.•- A � � r�L,•A�. ' � til l-�o ��t...�-_.�:�� _ _._ _ ._ � Lo - Qo-c;) .�',4w!' ., - K.�' �fiTr� � � � SIX �.�.. ��.� - �,, LA Or �.�=:.k),�►�, ��,�u� f gid' �-+� �.. •F, a`��k' '-- $ NIai,.i�.. baa .Ners*. Iu ', C4 ' •�l.!'rA [3Ut�—�^, ,�i ' L�,.X 2'i'' 2 G CAP DATE: } :pQ f DRAWN BT: CHECKED By' � I v '� �tU X - 2�fi" r � C� 12' ©•G- REVISIOM: i A1,,.4I••• PI.--`2cr 4711`4 6 A4-�A A024 To ;5�— c.aV MP-P-0 A 4 ►4Lrro11-A 4-T' L :ut • 2 I �(� I v/--7 I v rJ P L-,•%.r.J -ri�> L2- E, ^%-v U 5 M I T T E;,,I:,.� I , 198A ' I SEP 12 kitu / 4 _ , 4 - « v ..h.. _. .�,.,. _. ..; ' _ .O- r. lY'• i,Cb, 9fht�'t}{""..'�:�.. k � � -r....w -_..._..!'. I , -'w.x... .. ..._ .. ' i,-J ... :,. .. x ' 4 '+, y Sr `t .. •, !• At L . - . . s _ Y - F+ 'u K r�r r�r IIS Ill rel lir ljr I i N)TEIF THIS MIGROt ILMED I I 11I I I IIIIrig IS LESS CLEAR THANDRAWIG i��I`i(n�� w I��i i��iiIljVl�ilel I Iii I i�i1�i1�l iii I ill I i�l1�iQ!lrl THIS NOTII;E, IT IS DUE TO THE QUALITY OF THE ORIGINAL I I� DRAW INf, S "911111111 LL Z A13w! 119 9u II I►LL I E E T lti�iliiii iiiihiali11I11�I111Ir��lh1�� ►�►�I�►�� I��I��H �►11.. ��nl��i��ili�ii��ili�ii iiiil�ii�ii�►liiii iiiiliiii iiiili►ii��►��i�l��I��h��►�� .. `� 9 � 1990 ., . . JUNE 9 t .. lr,�i n f 11 H ii l y�GI�E;i� T� A ' w" `_.'�" T,. 7#' ,P....,. �,. .�...•.; ..,.T,, ,... a <t -s' ` ,,.�,,, .,.• t... ,.._ ,;}';r['�T'•;,y�nr, .•. ,` pits. ;�...) f*.¢ty. W'' ,? .'F 'M'1�'y�.' • E •. - ',' ' J,... ' t;,e... 'Y+ '*' } �-. ,�tP zb 9i" + -.«...�.,�.. r ...'�K� - ... .", .air. .rk,:•. .vGx"„ 'rfdY,...o. „r O ti O (a) N40 IxCr W W 4 W W ate " W d N W O. N Z Z V W Wye ON u0 _ a � HAZEL ELL � � � 2 i a _ U VANODUM3 I •T / Ix 'w `p 05 0 t ..nca,wr Wr ape S. W. PACIFIC HIGHWAY 99W. & S. W. GARDEN PLACEjantsen j TIGARD , OREGON Mae 1Ly N� LomOud NW Ana i 1 T RNATtUtYI. � w•� ; OI Lift E"s I 1. I , °eF g Metrdi Intl PukaSkypal M�Perk �( N Wack of rowTVANO•LYO C• 'M r�Cokenbra `• • M•��,t `'.s Park n Island Rr «oetRowsr«iT I A4wl Ind ._ y Irtd Park C - - _ �� `� � •wc•eon •T �ao s4N.Pu /1� TRAMMELL CROW COm �r J _J•rElerlarV Y•SNetna{i PatA e``i-'•� rR[Mo«T•T I , 1116 AAKRO!$ • �� Nathwesl Ind.Alia y 1 BatfioNl $ [• �� t •\ •RUAONAT•1 �' 5unaN BCIMoa r'° 1\ sMs o^ « IrK1 Area awu[T•r ZFOt'kt �"-h \ten-rR l� a Uoyd peo sT W ao_ �� wv w«sreF+.. �twwsroi i•i co- iw[T _/ CROW SPIEKER HOSFORD NO . 89 __ _ y �-- R , ,�� -� O �O A M11. B - Tektronla , ---- �ti ! � I 1� � 1i / Sunset Park /"�. 1 1, �— __.__.�a- �rvr•ro«• ;Y Iaklrplilr / r �.•.-- -- -- - r Bernard EM vrton all 4 a IlaW `;:o•t•v Easwo Plaza r QATi •6V T.'••`L Tom` .. w wV[RTG^aV • W T►j Qreenues Wast southern PecMK Ind Park Z 5 • t rwa•ros« wLvo rr J - $equou Pectt Beaverton Ind Park � � �'� _ � , ssAv fi`T6YRMO.T YT 11•v� �h i I L Ti. k 1 Lu ARCHITECTS MACKENZIE9 SAITO & ASSOCIATES r n �ar N G.[ bu p InclA e[ i, \ "so.�, ` -1 KOO Suswvss Came, T R:'eq rf V ..� I---J V iiw�ww' \�� ,b, srr� ENGINEERS MACKENZIE ENGINEERING INCORPORATED oc w��.. ui WuhmplonSqua,. , ILI \� � � CC k+dupnal ParOfflerk k ProWood)Clack aTae SITE _ \\\ 't-t•.er^ter ... f /� tkta4rt Pu nTwsoc —� - TIDAAO r �O JDA 'ev ,kle Industry C•mor + 7 o Rs ey - r► � cur l OA � 4s 1.ACKAMAA �f 4� A ce / � P .7 /C �- (1 Claekwnas Ind Center Oregon o"res - Ind ad Park o 'r _ d Meyer YUAfor s north , N 01Y81IFF1wGmN �4. V 1 c DRAWIN INDEX' SHEET BUILDING #7 1 — TITLE SHEET I 2 — BUILDING Or SITE PLAN . 3 — BUILDING # 1 SITE GRADING PLAN 4 — BUILDING Or1 LANDSCAPE PLAN 5 — BUILDING * 1 FOUNDATION / FIRST FLOOR & \ SECOND FLOOR PLAN + 6 — BUILDING 0 1 SECOND FLOOR / ROOF FRAMING FLAN `� o•- - ' ~`'� 7 — BUILDING # 1 ELEVATIONS & BUILDING SECTIONSS �, S�T� PLAN 88 — BUILDING # 1 RETAINING WALL ELEVATIONS & SECTIONS BUILDING 1 STOREFRONT, PLANS & SECTIONS — J 10 BUILDING # 1 PANEL ELEVATIONS & REINFORCEMENT AREA OF WORK -- •pv +� \ DATE. 11 — BUILDING +7 SITE PLAN DRAWN BY: - 12 BUILDING #7 SITE GRADING PLAN , ;.►�, �' �.� 13 — BUILDING +7 LANDSCAPE PLAN � - � yo©�� • ��h • - ♦• ♦ CHECKED BY: 14 — BUILDING #7 FLOOR & FOUNDATION PLAN � �s H' ' � � ' t, ' . •. `�` �,\ � 15 — BUILDING #7 ROOF FRAMING PLAN FlEvisioNs:- i , . 16 — �9UILDING #7, ELEVA i 1^NS/BUI!DING SECTION / �� , I, I l _ � . -: � �,� + RETAINING WALL ELEVATIONS — ,.� . 17 BUIL DING #7 PANEL ELEVATIONS • .�1, se -i �• ,� 18 — FOUNDATION & CONCRETE SLAB DETAILS n s, F 20 2 . . — ROOF FRAMING DETAILC �---__ 1 ,\ 21 _ ROOF & FLOOR FRAMING DETAILS BUILDING ► 1 ---, PARK 217 92 STOREFRONT PLANS & DETAILS 23 — FILLER STRIP DETAILS 24 — GENERAL NOTES APPROVED FOR CONSTRUCTION CITY OF TIGARD THEW CRAWIMM TM Printed OF MACKENi Mt7C T{i. P.O. (M tt1A1 SUE ADDRESS___..,._ _._._ ._ 'w"I'T"THE° PERMIT NO._._-__�_----- - -� _ DATE - JUL 2 71984 _--_______. SHEET - --- - ACItENZIE ENGINEERING KORPORATEA l 1 OF IA- ,1 , ... AafiirYi+fl�i�1►As[.•tsi�ira�ti�ni[[�1[r[eis etc sorT oa»r'iatit/tlra.on. .. �� _ . . � H�_� • r' .t . SY r,. t d x"r r.�t+r; 'a y .,r+fiot•v wN �? " • .,,..1.•'.�+*"`"A'wmA ' ' ,� ,.,,..., '' - _; '`~ r .f =�I i i�i�)l) ijqqp�i ) i )�i )1)1)1) )1)I,1) 12)�)II)LL) -. -` .�.r►�.�'.' NOTE: IF THIS MICROFILMED ( 1 I 4 5I 6 8 9 lb 11 • OPAW I NG IS LESS CLEAR THAN THIS NOTICE. IT IS DUE TO _ THE QUALITY OF `Df ORIGINAL PARK 217 PHASE 31 DRAWING. i iiiiluii iiiill►ii ii1 �i iiuliiii iiuliiii iiiili ` II��i�iiitliiii uiiliiii iiiili�iiiliiii�iiiiliiu iiiiliiii iiuli,u ii�ili,ii iiiiliiii iii��iiii iuiliiii iiuluii iiii�iii � .. • - � � � 1994 219, JUNE M. •a!►!'-AW►� ;.': ._. .r� _,�n.�� fi=�+'tom �" 1• J— i �. 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GL�/�N oUTb REVISiUN5: 2• /2 A- c— PAS �►Ca vd E2. �T c:oMP�•cTf:O a ►zuf-,HE-c> 2c�c..IC Eye tZY r7o -,o W1 CI.oC.Jo&-vla Tor fofZ ^e-cooaos s" I. -� HEE? :t :v2 ►-IwTE ` ' - ' = Ile, F��ICIN - - r- C-C" GRE-TE S10EW�.ut. - 0-=,F-F- NmTE 5 Gt 4, DP-1VE V-r 4i.Z� gGC FT. �',� 4f7aD -WavTic �4&'TI = Moviog At" METCAR 4y/ AREA PRlrh-orRCvtlGlrkv VAL."E' Ill A'TUb LA•►J�"su�Plf.J�. LUT AIZE.A gtn,70, ':x'. F�T: FOIL IIILRIrAATIvrj, PAzKIN(a PROVIDED NANUI`A1 - Z ST�I..LS y) o�IpEJ.J,�.LM4Fs 1rr�loE PfzpP L„NC-� "*w. Pb!! --ea— c�•� w PFJ E b`•' STAL l..5 4" t n Nom. I-•�/ ''/4tt GfLU iiPHec� f�iG K. *,lI w �,P,.rEja- �, ; r�oP,P,.Q_-_ IF-4)VIOLI 2rq" Ct,;�fL tiTfv-if S O W-oa Yw.1 - 'r5-- g,�►.NIT�RY 'sEWa:..l� TUTAL_ tor44, VIP11 I- ALIK (2 PUILDINCO �NTf�►NcrE evNALL RM GENTO►Cc.; otQ f3 i LY'L L� PA��I�,�, p�i'U v I D E d �r; _t7�R 1,.1�►,I.l.4s. THESE ORAW11,409 ARE THF PROPEATr OF MACKENZIE,SA-TO A 9tfOc,/'F9 P C_IM/SA) AND MB Noll TO 8E 116EU UP REPRODUCED IN ANY MANNER EK- L�6^1.0O1 CE,'T WITH THE PRIOR WPITTEN PER- r NrIce: � �LW'rj0 L'o& X I?-j Tna 'e-,Y-� ./-"OP- 6/I.0 44 SHEETMI!1 E Uf M 54 SHEET T. A., PFI J I i.l H.A*-4:2 14e, r•, ! 0P irtG'1~,;*j 1 ^40 T►a h•1 t.I/ 0f�e/1f ldl-I el T. 2cr I f.1v1.I tr-., CIT'!'� Tdv*grv, oFf , Printed JUL 2 71984 MACKENt1E ENGINEERING _OF ,~ INCORPORATED JOEL NO. urr7u4 mr.co. � II!Fl l IIIIIII IIIIIII VIII I IIIIIII IIIiP I lllllll IIIIIII IIIIIII VIII I IIIIIII VIII I IIIIIII III i IIl�III VIII I I�y�1'�'I'�'J:_I� 'l.l 'ji I IIIIIII IIIIIII IIIIIII VIII I «. F. 1Y'. { ,,,, ,w - NOTE: IF THIS MICROFILMED JJ I 1 Y I I ( 4 I I k ll-- I �f I {` TI �' �� I 11 12 I DRAWING IS LESS CLEAR THAN �- � 1---- --- I -�—�� `! THIS NOTICE, IT IS DUE TO THE QUALITY OF THF ORIGINAL g g Z LZ Z QL Z L Z IL L 1 Z Lei i i [ T 1 [l i 8 8 L 19 , Q ► B L l ,. DRAW►NG. 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THIS NOTICE, ITIS DUE To THE WA,11Y or THE ORICINAi DRAW[Ix. ILII IIIIIIIII IIIIIIIII IIIIIIII! IIIIIIII!IIIIIIIII IIIIIIII! !IIIIIIII IIIIIIIII IIIIIIII! IIIIIIIII !IIIIIIII IIII�IIILr, II III�IIIII!!!�! I!!!II!!I!!!ILII hill III-llIt l �It �i �1111111111 II 9 1111 t1111111111111 !I!lIIIII u IIII I9IIIIIi !�!!II!!!IlIIIIIII! !IIIIIIII Illlrlll ir I 2 V �. 1990 JUNE, a ill i , r ___,�— %/ i� I -,� +,, _ _ ��.I aJ• shy I i r i �•y ' 11 r f Ttil J r e>Ul til ,f,��20�4:";��- ��.` \ � � ! �` �' .� s - �•----� i .: ,.w �` ,� �t�. `' •� � 1 I Jar - � II ��;. >, �`- __ _ ,---�. , , I,_i,-,�-�-1—��,�,,•� G .G. � \ r i / 7 c. _ _ _��f I O I F?• / �- _,...� � I\\• Tri?-.�..-s=�:,1j V I P-4 F. MAf' F, aGF e c. R.rc.lYw - � �--� I"G�?l-� AL�.12 r2uP.a1�1►`�I 21'Z'h.'� GSL Gls17 rz p1=�vv I� 95 I v' .4 ►*�a�T►�r� �� o,�lt- .- _-_C1u�l�z c.u� �IQ.F..4��5 2!I �L 20 �,��, D�� ; W e t)TE:-KW Rao G :i _rF- UJ Fs�.. C.�-�.4 I_ G,I „�, _ �•� �, I i �y� "�/ H. 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MA 4EN4TH WIDTH DEPTH AEMROAONrf� (l) mawroftpla (W) A&AAAKS Elu tMOTH W10TH OErTH REINF011CINa (l) 11EINFd1CIN0 (1N) NEMAIIK>s :} 0 0 DRAWN BY: '�—� � r.a r.�r.,! - til --- Gc�N►.J, C. - 4 -Co `�C.E I CHECKED BY. ® 5' ,411 Cj'. q 1�_ I,: �-I'� �, � 4'- 10 i �� ''� r� 4'- I O,I �j 14'-p,l I I 1 0n � r ,� � �1 � 31- • F 1'..I� '�'- 10� i'-+�a (�l�"l "'' 4'I ;°I� * ,C �-411 , ' t I 11 (� REVISIONS: 14-0 11 -O I'-� c, 5� C�GTA!L d,' -�_— - AL 4 -p. '�' -G7 I 'C (G> 4 ''a - cr bll�i:GT, (Cid A ";l SII F EcT p�Ar. �AVyLAF. pN TGF' kl O' • �..Gn I'. 2✓II C l��y� I "(� 1 E.- kl F'L.I►c. E T�C�^ '��, C7h Tc�r, �" C.`-bd ,� t�'I I'-O� (4)" Hj w Co'_ 2d (%1� 4� 41,�yn I' .AGE. L Lp ` '� ON •ro t• X S' 11 1 7 A y ii ►��c '. M c W �►F<,, `w �ti 4 c�� 5 9 �w 1 q _ I-r 1) I ,�N 1 , �, NE/ 4 '. I -vr W �4 -Uod (rj� 4 -2' �,;-o' 4 - I. 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F G',r� .+� T v,N I N 11,U 7 L PST(;� A lel- r 1-' DRAWN BY: LL ( I CHECKED BY: Q - i REVISIONS: A r.Z L F4, T it .T wJ rZ, PIZ,z, _�E:-c:..TIvN IBJ r C-L 'o 4 FIN LK.. � I Flo GvIJLRE.�E f .►.i-T E-5 • • F©vTI N c o F!Tj t SEDRAWINGS ARE ANE PROPERTY OF MACKENZIE.9AIT0 • ASSOCIATES,P C.I pIjo1 ANO ARE NOT TO BE USED OR REiTODUCEO IN ANY MANNER EX. !T I � I ^ ^ ` 'rh CEP7 rvITH INE PRIOR WRITTEN PER 11;..• Ir- U 1�'--1 r"'�L..I� R/ 4_ N C;.6'-.7 L..—•/-'r ,F:F- MISSION L`T M,SA { I \ �-�..T I C�Imo--•+ CA` SHEET fr � +1} _�. .._ — ------------- ��N IT�c�-ru�,�. ��J E.c.T• HIT G.T v cZ/�• I,,,, P L�,..� �.�-- I Ca r� I© P +—T t?� L `t►J 1�2' 'L'J�. AT G=►Z 2 I r I I �1 i J Printed JUL 27 1994 of z4 -- --- _ MACKENZIE ENGINEERING JOB NO. CAMYURLL COP'CO. ;NCORFU TEU - X 52 .y 1' MEN 11 III 1III Ill IIII IIII I� III Iil_l IIl_l I_P I IIIIIII IIII 1III 1 _Il I I__I I1.E111111111111111 NDTf; IF THIS MICROFILMED 4�,I 1 12DRAWING, IS LESS CLEAR THANI1. _ _ __ o, *M, • ...r.�,��,+w.r•_.. +rw..:✓�r-+�•'� THIS NOTICE, IT IS DUE TD _ _ THE QUALITY OF THE ORIGINAL y Z Z Z Z Z dZ Z IT. Z i i 1 l Z i I t it ~1 8 �6 �� (9 �9 Z L l ,. T,RAMING, IlII1 lullllli IIIIIIIII IIIIIIIII IIIIIIIII III IIIIIII�illllll illlilil► 111111111 Illlillli illllllll Illllll0111i �lllH Illllllu illllllll I I VIII Ii�IlI111iliIIIIlI1►Ilillll�llllllll llllillllllll►IIII►Illllllilllllllhllllll►I►lllhl►I IIIIIIIII I►III►I1► Illi�illl 10 Orr- 1 X94 r b JUNE 29 , r I � a anew■ ram�t, i ^JTM'F" .""�....,. 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Q;•1-©�' if- ��Lt✓E.� ac, I-IOIZ-tZ. � II 1 �.I—{T, S� ' Fes' �► `' 0/ N ! �,`'� r7% =Nc,• P�.t`�,tr IL-Er! F ! ''GaN' . F , �►• I E ' Z 11- 11 Jf wok i � I _.� ,%4' �:�r=G Pr•:L, - -. � ��/�'�r-�-� „ J �`' �,� ,� _ -�� , � t if F .� a M, T, F I �,• _ 5/2° c�Nc.• P,a•ti L 3 v ' �(r� #Gv I✓ �F GvN J �' � I�r, I""�.,rl Nl"• �•�•4; (ye , I Z `\Vi _.. --- •• II -�� r,' `� 1 • i - �nh��>T. F�'!�'. • i ! .-..__ .; � '-"!-._ .I _ _.___ %¢ GaN�.. {�,r.:�.L. ____ � �'- _-- K"�•`* �t�H�f�E ��• '�� + i -. _ _ ._ moo�. D(►J'(�. Ce,v T, F 7'(P. - - - _ I ' - - H 4p I I •d •oN FSI _...�_ ✓ ' + •r 'a/ '�` " 1 I "'v�, F• CO, •, L� i � ,a.�,,t�• .�-Tt- � ! �� ! A, I H _ Utl � F'� ' �•�� •'. �-'� I �C.. v I i C�.�� C.. F'� �.►....�� , �'•i � G C�, ! -d Z 3 Q A L., Lt�-N,o••I E ( �, ,. /211 . �I � �h.:l•.�- DATE: Tv ! ; %�11 V/.(=• Eye DRAWN 8Y: ' AL1. F'L!_�ft �'�!P;�FIVi.., Gc�►- l•.1c7. �`r AI-L, . CHECKEDBY: BHT. iw p�, � +It I(a - � - -- -. ..._ � ?fr - ,A � .• I '1/2" �¢" GU rL. I.U• AN EI. c `/��'! �kolt ,: ��L;,- Gry, ��' '`Y� ��HAL I.- r{Ati 1✓. !.. ."TE!� ~. � , r .. -l••�A7�.I� GsTUf° -- a��E "-L.. �LE��. x,-47. �'1^ ;:I � 15 GAJ;-rG• �� L {�"�;'fp� �I 2 .I � �?�� ! Fa R- r.F• r -- / L^ -.r REVISIONS: �i L,Lc :/ �I (.7.1 I �'►-�-af E-r'� : �c .J �n�i►�a� is-i�E , r��l�rJ arm-rl•tE. L. I CSXpjd� ��dpj t ow �4 I oJITIA!_ exJ ewegr cr TIt,,�' •I.�p' tY'�1�lErlf•.TUB P'f r- . � �LJI<� f^VoK-1'a TLTI►-�.T II _-''�/GG�h-1T• �T'C�• P:t"'o�v "/<-..LAb ^� * ,,o q. !� P�NGvr rf C•� I•J,LL t- �r�e �F oeett- p. �a -r-js 40LAb I I I-l'C' Fi'� C Gd►- ��A 1� E-c��e►� 1d Ari r�� vloiei.) --� - l_' _ �► - �!i"��;t;Ei ; ?-�G!Z �%T f I4i�'�".0 �f�4rt "E� -r,LT-I If' 1�� I sa*L � p.. y \l 1 b 1 TMF'9E UR Nil Apt THE PIIOVlRTV Oil•R, •�11�AUE10 A As �TO 1 G oM dh-� G"� - _ _ �� Ct I Fv!z. ¢_ �-a un"' Nt P111 I k Mtifi ul••lo or M;•A. b8`!�!r&;; - � - SHEET /I,! �•Ir-f eel- 4 .. _ __V. b,?. + •1,-`�r� G,�,� T 1 �.� �i ,�,,�,, 1.., ;'t✓�.�r '�► __ I -1 -; `'1=' /� ' �.1 �� /. ►�. . -'' f �I ' � �. ,- �' -+ �_ Printed -� 4�' , ' o" G�_ •7 _.._.._.. .....-._L.. ' ' I ('�� - " - k`1�'' 1 1 �-' I cJ� l .�.� G:� _. _. JUL 2 7 1994 Or Q / ENGINEERING M NO. Wn. Lm.• • `_ MACKENZIE PO • f ` , VIII+III III III III III 111 1 + III 111 111 r t tlt �I� tIt (lt 111 tlt tl1 1 1 tlt tll tIt t + tlt tll tlt t I Ilt tll tll t I t 1 t I Ilt i 1 I 1 11t I 1 111 III 111 +It III tl+ tll I 1 ; . ,........._. _�, • •..,.. ' 1 �� + � �bDRAW NOTE: IF THIS M ICROF[I MED !� DRAMIP(a 1S LESS CLEAR 'THAN - T}iI5 NOTICE, IT IS UUL IU _ 1 THE QUA[ I Ty O F THE ORI,I NAI _T_ TI,,,, 1 + y hRP�M 1 IJf a 6 1� G S 9 �i 1.IIII IIII �IIII JUNE 29 , 1990 NY+ mow: 3 !4 * 1 �,1 Y t r �1s1 °Y a I N rc 5_ 11 1 I Mrs v4'tr� 3 y I.I ',> ,� I 1 11 ;.,` J ,It i ��I," k 111 .� P!I -� 11 I IY 11 £A . .. . , .. ; , 11 'd ! , ., owl a 4 ,✓ p.�, , t l:k � �i°' ' — —,' .. 1R7! a"" vas.. . - - } '„L r '"� ! x. .,< ,.,.,, -•, „�"..:'"." ++t*v.,w a- wry..... "ti . I '+ �y�� , 11 �7I' t .."-'ti•.. I'; - 1 '"'y .aF... , •.wAl! _ + . �41,r� 7 J,r. y- 1 ". 1 .'• - ". - aqa ,IMy_ '. I ' -�..a...:y,. /1 -_ u. , . "","�" n i .r „. , L., , v... + s. +, s ! �, �. » _ a 'r"".t.''ate - r .. .... VW"W ; , MUM 11 . t' *> Ossaas anralaB Fil,erglfs ep•citiwtian Hs. 420 IND t"4t 4 F,. ,7, ,a. •, mss mpva•wed e'lw►1 (20 year bondable, white ala., p*face cap sheet) t. ' .fl. '+ buiville os Flintoots. - - 0. Plus,birw b rate t _ 7;: . . I. el r RWa Qsc►trac ptolascC 1• to q il' �. �txrla , , asr,erai 9 a sum�ls � 11 Y lesi'ai y f� . t 2. Ovens Corning nMrl�bea i!1 Ho. alS MD. er1 ed 1 •. 1) Codes asks ins lotion of 11 it 1 r. �' PtAIIIT i. 4` r,j ti'uttitspa`tmlttilers# "414wsnt, $14" viato0, ani 10"$ots a 4ary 1W 04 t iEPM �� Cal a ems in •wap ate ac ordancs with r* 1) 84octricel ointractor sh%II susbett i1r � 404trioal .� w (13 year bondable, white aft. Mp skeet) alterastel►s codes and requlatloru sot forth by state and local authorities. 6 ,rog4aibbsly inoidsntal to the eospletiaa si' 4U c+pantrit" M wart ta 0"- tr wiring dtagra,s, asrvioe panel, lightip es> cutis w ris"Up With the 0rawtags sad Specilte+U44s. i 3phns Nmrwllle or Flintaote. 2) Subslttals: �". of all firtusree for engineer'a apprawa Phe Ip1447rit O ttteRk.,: � ,,:x 7: I. Caez41ia1atioAr 1~. drawing showing pipi 2) It is the General eontractoir s respa►s*i ► the t1" all "7 O a) The pluabiAg contractor shall submit dray g P P r►9 ,�r#4_ . • • pODAs, MIIIDafi AND CL7�Sb locations, rises, sad arrangersents plus Lixtuxen aanufarturers .�b �i connection enol colWoctors for 1MChsni m. . �tle.Contspct:or shall veri!> aM aat►ltl►,tE ail 11Lli�naiavu sad oCMitioss �— share or implied on the d;awingo and iftastieeld as well u the „ 4 t / • Doors and !renew: and catalog nus�rere• Submittals shall be approved Engineer �+ : ' `� ilii strtsiis alt• provitl•d b; O P ♦ l .., a. ss• Plans toe •ices sad t r. g : ' electrical etsleCoaeraotar. t �,�/ sical aosditions ... the site. !blit iia-i r Ot YPe before starting work. � b. Mack Included nae b phy Y didscRepawCtaa b. Mood Doorst "srandird" hollow core {flush type), or "standard" solid b. Coordination #" JFte: .rr" • I 1) '1'Ita rock to b•• performed includes lu,raisping and dNiga. ail lades, vmen pria,c to start of work. � ,,"^ .; v "` Dore (flush type) as noted O" Plans, by Cal Mood Door, Santa Rosa:, 1) Reis work sTrall !» coordinated with all other trades involved. The ., materials, equipment and services a•oera"-y to ofteti?WS an�0 owwal ' . Q w ;I t>. caoErtractor shell eeordinate the work cd all onhcplfkautor do prevent i� + d lloation of slice and to incase r s* a Calitornts, o: approved equal. Contractor shall rwiew all construction drawings as wall as the job ; F.he • wJp 1M►epR. q Ave of op all}ians. c. Hollow notal doors ax►d Fresrear sit• and avoid all conflicts. `. ''' 2) pt,rvi pOp Mt c�Cil s N Phase to el•Ittaia►sl i►r osolb � •]- O 1. kf4icable twdet: All astartals and +worhunship shall confons to the t qlr rorTw 0 ti ti142090 btttilding Clado, applicable State SAL Federal safety orders, All 1) Doorst lion-panel, Lull flush, fabricated from two sheets, le 4us►ge c. Quniity Assurance ,.,yet ,,, _ t� building. W W � so rffserences to codes, specifications, and standards shall !mean, and are steel with no visible seams on either face. Doors shall be reinforced 1) The minimum acceptable equipownt and materials &shall be *"I to the ,'a S �'� �` ^1 "' . aid Alternate r1 4 M . '' neo I A 1Atamftd to bis, the latest edition, &mendr+•nt and/or re��ision of such and stiffened. Doors shall be bonderioe4 and finishes as standard one- following. Approval tr., use ut.her chall be obtained from the Engineer. " t` , - Provide prise !or 1100 Atte. 1400 ANP, aetvias !�' `t,9: �i �'' .� coat baked-on rime coat. 2 " P ,l.r�'t�c+.;�'wt + 11 •' a x•fersneys standard in effect. P ) .lpderground meter piaino: Cast iron or Types K' copper. I i C. CCdes '� p IllacaC? NQS? GCRVf4Et� h 1. boom clean al.l Or,ncrete slaps and walks. 2) Frames Promise to be fabricated of rl gauge cold ro)led steel. A:I !1) !!bows-yrotmd water piping. Type "L" copper of schedule 40 galvanized ��° ° r .� 1) Naha installation of all items 1n complete aCcoeelalgl• with all �,, " _ %, Z 0 b joints to le full welded and finished to perfectly smooth atortac�e, ggel• ,, codes or requlttttana •et forth �0. 0 by State acrd local authcwlUos. Q O $ ? Frances to be thoroughly degreased and cleaned at all imperfections bs•fure 4) Moate and vent within buildinc: Cast iron with "no-hub"joints for "" In case drawings or specifications conflict with requibrerwlr+►ta, . 3 le watt k,e;,-1nq pzestures 2000 oaf, painting. All fr4aeas to zecerive factory coat of rust iahibitiw pricer two-inch and larger, and galvanized steel or threaded cast iron for k" • ,: w the code governs. However, the S cpde :111-t. l,eciticatioas acre Ro a cenaide:b 401+ • 2. stat n Wi.thtn ro sad huildin , fill and wsent area,;, the suttees baked on. Fraises to me mortised, reinfwpod and drilled amid tapped 1-1/2" and malleo. Use as sm,lletr than two inc•t, cast iron under •• �"��^-+ r$ a• minimus. Main and ' r a 1.4 +F e p q Pf only for st►rface mounted hardware with deilling and tapping to be done floors. AET14 A-74. 1Z, pay for all bylacs, licenses and tortes ,, ? Me/ ` X siaohld be etripjtad to remove ve9etatfen, topsoil and organic material. appllcaW a to t)i; work as required by law. 4r Nosed on the sxplsrationrr, it is cat-imated th.t etrrippiag to an average in Chu field by the erection Oontractor. S) Waste outside building: Concrete sewer pipe with knell ane] spigot 5t5- d, Guarantee "" s� � O a "h o about one foot will be re 3) Accepted Manufacturers; Steel-Crafts Curries Goo ur egwl. or rubber ring joints. ASTM-C-14 Class I1. p' • heF- L gaited. Additional stripping and yruhbinq ' s 1) Guarantee replarement, at no cost to Owner, of all faulty materrlals ', r ; 4) Submit shop drawings for Engineer's review. d• 1) G oral ge p pay y damage to other work resulting • ' r+ W,%, � N will be required to renews tree stumyc and roots, and within areas having and workmanship and for an d. Overhead Donna: 11 General 11 impar Ip f oo 049*nic. matarial. The stripped materials would not bit thtrstron. Period of quarentee to extend unw year tacw M4 of `;,%." IW, a," , ' �"A';1; tabs• for a ineared till and should be atockciled for laodsca , ly Provide steel sectional upward noting vertical lift, hi-lift, or a) Provide all undsrgrot#,d storm drains and catch basins as indicated. acne tame of iastallation giat�ii, ac his tey�t•,egep�tLy% ,, � n4 l ng Pte- P by OiM•t. Pr pisses. standard overhead door of sirs indicated. 21 sacs. b) Catch Leucin: 24" wolfed as indicated on the dzawinys, plate, rill give notieo of obaerwd defeats with reasonable eat O gents* or removed from the brtldirin area. 4 1/4" 2) Doors shall be manually operated on helirtally wound torsion type spring. ey welded construction. ProvJde with not less than 24" water depth Mercury !asp replacement from burs out two be 90 days after final • /4pliawpsert to strAypirtsg, the surface should be proof rolled using beavv 3) Accepted Manufacturers: Czarfard; Overhead Door Corporstioal ltinnear. . " below outlet. Street weiqht cast Rratiny with minim-, 45 Percent acceptance. Ballasts shall be guaranteed agalast amiss and detects � A ' '°'"- ru>ibems•tirpd egnipent, such as a one-half lorded dump truck. 8mft or 4) Submit. chop drawings for Architect's review. tree area capable of supporting 12: 100 lb• wheel load. Coating with replacsmrwnt unp t,n• twelve (12) months att:4ar tial acceptance. 4; t:` wsavirieo aress observed during this operation should be scaritied and re- 2. Aluminum Storefront and Windows: shall be black asphalt punt. e. Standards ,, }1 oo"oted, or overoxcavated and backfilled with engineered fill. a. Aluminum wondow frame 4-1./2'1 x 1-3/4" profiles for use with c) Pining ASTM C-14 minifum Class C b6ddinq• 1) Notwithstanding any reference in the S11. pecifications to spy article, way" r>c', glazi assembly. 1 e. FluMb 1ltilities l+tlor to placing till on grpund sloping more than 4N,ly, the surface � y' � deviae, product, material, fixtnra, torm'W type of oonstructioa by r't kr ; .r' i!„""�k, , r shostld be benched t• provide a level surface for filling. The bench should b. Alusints• storefront door with 2-1/2" stiles, bottom rail 3-3/4" and tap 1) Utility Connections: F1uMbinq subcontractor is responsible for all nae•, make or catalog number, swab relerealp•s shall be interpreted + `*-,, ' ' ,p rail.2-5 8". Hardware- Deadlock t c 1 ti t. ` ?. r a`' y / De Mi h cylinder both sides, pushbars both plumbing utility connections cWVlet•r contact local serving utilities as establish quality and stall not be oanstrued as . ',.c4 ,>,'` r ,;,, " be suftioieatl w141a to accommodate esrt�rwork eg,►ivas•estt. Ltrq a standard of t" x j sides, threshold and closer. to determine conditions involved and make or arrange to have connections liattia tition. " a. Qr#0ngr Corade areas deeignsted to elevations indicated. It grades are g competition. � 1 c. Al] sltanlnum to ix medium bronze finish. nada at the proper time. .s . Is Wt adequate too pzwius adoquata site drainage, notify >arir►esr arios to p N f. Labeling :c; ""i ' a) teeter liervieea Writ sadslag rates line cis• sad location. 1) 'fie coapl•t• siesta Dal systeM tr to he Clearly slier! ptaperly labeled 04wt of work. d. Acce,�ted Manufacturers. Arcadia; Kawneers U. S. Ahsninums or approved y 4. 1Ed4avaUWt !!excavate for footing*, piers. slabs, paving, and other equal. clr•elr vats* lveasaur• before atartiaq work. to indicate the loads served and the fWAtion of 006 item of equip- A k.,}'1t�y;'t ��. � 1 r,' e. Suhstit shop drawings for Engineer's review. b) was of Connect to or Arc tor connection to available "war. event provided u►Ia1Ms this cork. k" .. . f1*tvurestenta to sizes and lgvels shown or required. A1ic_ for lora ). Glass: wrlfy depth, •ice and loran briars starting work. ?) fwitcbrtgasc4►s shall >isI clearly lately t,' . • Miemrasae glad fox proper ccelpactton of required backfilling mt*riaL. ly •et;zavtid phenolic name- , I . " r. All glaess tx, confornn to Uniform Bung Code, Chapter 54, latest and a) Aaill(Inralas Discharge Pec a drain • + c1 An tootio ,to bear on Lira, natural, undisturbed soil free of orwanic ag as indicated on p�itoes to Cleanly 4419tify seeb lad, � , eftRisslal or on angitteer•d Lill. 1411 soft, wit, or soil of unusual gptndi- ; Federal ulationc. t. . 4kinkleri fie. Verity deptA, . ofd loca:.ion i3efore starting work. - a) NvU ,pow slpotid �uui' ppsolie Neese- -, �Fk. 5'A, shaU tift, shell hes bd to Ellie, natural. undisturbed soil. All equi F•U LO CO, lh tk eo•� :sasole • '� t ci et{pava organic ) fps afi Not r red p 1:' notarial shall be removed from buildtry and paved areas• 1 B!!Eh"1 METAL fllto=wte •& ssselteil iusuLiL C11' �� "°'' e r S. QbFiiILYltt All work shall comply with applicable portions of the Architectural Sheat flub out for sprinkler systeM. '4qt tpfr sot ':,•, `� A )➢4 — pibtpie rislrkirgi ; 1. e. , 411 Materials; Selected tattosal till aaLe>rial tram an•sita.ex- j Nmnual of the "Sheet Mseal ar,d Aiz Conditioning Contractors Aaaociation, Inc." Alternate M i M — ,0a on us � " 11. e � ;,�: ellyati a or aft-site borrow, shall oonsirst of the following ora {EMACNA), latest edition. e Provide Sprinkler system - "Ordinary Hazard". �L.�Er L'r P7tL.,OW� ',f'. 4) Gch tietssialel eabdotat 'Cen ;raobo •'' i '"'` """'�' ,, , : ..14� ", ltlseM;t lgilOtr Strtll-graded gr•�rulsr pit tpn, or 2. Pzuviae all necessary mechanical _.. . - Y " I. �; t. bleak-Tun sand, mad/or y .sateners and accessories for complete switch pull box, junction box toe other thin b•amb t� k 1 installations. .. ...-«.-.•Y•,.-..-.„-, -., ..-•, c-..1 .., _n,r.... daq, ' gravels” fall cobbles MP to 1-1/2 in saxinum mise with not wore than G. bmirll' Protect ion System (i9uild.ing 41 Only) � unless obviously directly related to equipment shall be labeled with j . TOs et times passing t:hroagh a Nth. 30Q sieve; or anproved on-alto ex- d. Flashing: 24 gauge ^alvanised sheet metal in accordance with ASTM A-361 for all '' an engraved or aabussed nameplate securely attached. L .'.� �:�, I L`savatiao aesiaeriai ), slab anular till shall be of 9/4" crushed items unless noted otherwise. S) Where outlets or devices with stainless steel or plastic finish 4', ' e. �t � 4. scuppers and Downspouts: 21 gauge galvanized sheet metal per ASTM 361. Pro- - plater rsgr►ize labeling, provide engraved finish platen. .' "`, ` larel�' iprOsitia tU +°a.' '' r•• 1. t�0rk included: Furnish all labor and material a..d =. 1� ., T , a....,.,,n w� .�,.,�, ,.:, vide removable bird screens at downspouts. g Project Dzawingr t ' , 1) Maintain "as-built" Atawings and turn ChM over to the Owner Nlon a' ' Lncidentalcto therinatallationcufsan autolwticosarinkLez :�. b. maient susl�aer lilt r tawvmttArit 4►e-site I RW; ewes' iotganic y y CS lops Ipteerialllr still 1te suttalrl• !oz 'ess0haiwred Ellin. BSA4NPCS A1w CAUuaNG P w completion at the project, � f t Fil1a ahOrtl4 be inatslled in a ssiriaee of lV hwi•sental lilts, Seal or caulk joints between dissimilar materials for 'watertight seal. Provide f' f t:eelt for all areal! indicattbd on the draMipQs t4nd h. CirMi,l•tion end 4lsatinq al #"1: ail.xequireti by the goveirnin® agency. Wt gseltil > tan 10 loCiles in thickeesl4.u) lift, valwact"•tto at watertight caulked joints at all building exterior locations where possible water . 1) Complete each cysts/ and place i4 operation except where only. ", ' . auutst 9T m rcoacj of the se►tAmm dry dupt.�itw oArtm,irMEds, Try this 'NodtYSedt peasttrat:on throuwh joint way occur. t'+'-4' xcep Y 41".~` roughing-in or partial systems are called for. ' . �,` . 2. �bontracto'r Qualif icatiun c Ceantractos for the fire - !4 x' A.A.s.f.T.0,1 !eat?sod Of QQllps�Otion {ymii�.`t�an .t b!)se s a. silicone Rubber ease Sealant: General Electric Silpnrf Weathee;►roofing t' 2) Cash syetwo shall be tasted sad lett ilk pru> opermt:5larr, free Of I protection installafiir]4t aha1Z be r� alar! en ; T yaocaft t p 4ew .Aaitollb,aaV ,lea�t:.cros*otien ef,tMs fill. % Sealant, Dor Csorning 740 building sealant, or approved substitution. Y 9agea y,' M! attpatsF t21et eb•tp�GRZ os CCapniCtierEr •galipstent Material, of one part Carponent type, slral2 be in faults, shorts or unintentional -round*. orb ' gun grad• consirtencv in the installation of automatic tirw sprinkler ., systems, and employ, workmen experienctd and skilled 3> Damanstrate rystsa in the preseitf.e of th. ayirreer, else Owner or l ii' tip: Mould be a atwo toe.ct40pawtitlg tate y 1 soils. . , and in standard colors as selected from the manufacturers palette. in this trade. ' their representative when requested. + ri " o• ' OOwpaet:Sarl d r< Si oQs�ectlrtt wssa- 1 of" D 4,9fr7f. b. Foams Tvpe Premold•d Filler Gasket in Cr,rd, strip, or other Section as i. Telephone +. r': P4►,lata: assts!► "Aspieplt Ip1sA►ifiq Ji•sala las of llrestsoml° recoemaaaded shown: Siai.taz to Dow Chemical Etb,s'osm, in natural color closed cell 1) Coordinate installation o! telephone setvicw with local utility.` • ' . '�, "slop and rnCdstof ptooelbWes, .latest aditlpra, ,10"$Ao pairing• for potethvlano foam :ovided in sixes qts re aired for secure 1. . Goveirning Agency: All work in accordanues With and .. r a . P 4 gasket position `' Provide all required conduit and service board for oapplete iasftlia• ° to be accepted by the Insurance Stez'v ii Ea Office of ,' ar ) all areas t'ie4s.- . ' in indicated joints. tion. Wiring by unlit n � 1. y• , 04, .•,�' tilaMsore»t 1�mrk(Ifgn Appy 4" vide pstrbn3tt>d-arid dim ��aws rlsllsd sheen. Orefcxrednt Pasethersoverninteaoen©~Qgand deliria#tAr r�d~ w �0 oontrol ira'ttaw*,J 7r &%t,00h all wubsf le atrtaceis reawtv;.a a P)alt . "� P Y 14 ue of llb''PA Pamph>�let 1]. t � I , . 01�1 .1to a Goa 1 with rhes 1 fiest ice ' ,!t ' ' -�, ilotrrior YdglrEisq $ � h. r 11MDLp!• �'re Rlosla ;' he ON".1 lramrax Ur bp.. MC_ . • oolcdRasa*,w„, iariNpi �t f 4. ntss Subami.t installation ar►s coverin +. ts)o all uearin is apoard+etsae With talsblatioMs tit serving Design Requiraslte ,( i tier stent r appro as to layout . n f?•1� FlMlals7!' s:ID t�►tRs�l ik frsystem.syAftertGreliai»ser plans open a r" 1,,..` ' ) eleatria utility, tilatiana� si�atriea►1 bmdt National at1141Tla PLASTLr bolx,b. �� ., "4 ^R' 1. sbr• systss consists of: P Y rp approved,, r a t°,,� . e re final lana kA be submitttrd t4 ' slactricc1 Safety otitis, Rational pireoodsa, and �tber .Codllsa`,ar tt4n"t 4s: sill Qf1Wmlete . a bq Tl r , {1lmtldl.N a. D-14 x ib " sheet Metal studs at 14 oe center. Pr Pa P gavernr.hg agency 4^9AU and F&J" e'e.Ai. I. b. i/1• ealteries M abreatAiaq. for final epprO'v�tl: 'When final approvals are obtained, applicable codes. 4o� sgui)r ,,. 9) Hake lel *tet of as bia"t `as Wd- drew Cphd M etc Caottarutludq!�"d and '-t2M�5,A'act: 'C• !'dr islet 'e. 1.1/7" polystyrene Insulation board furnish pix 000i96 to Nngineer for distrilliltic n. Oct � a>tiA 1 Fibull"s seLSwaing tabeic aabo4W is veneer ban ewer insulation plans indicate make and 4sodel number 4i aut�cbsaa tic sprin- return to'the u0bitaeet. r taaeretw►taiyllg• '~ftufioatioR� MdtLl'p hmMssa prior td 1 1 1++0 mal' Pow• Isettell apd iLfish cwt with seed feature. tiers► alarm valves and othelr automatic device K as required 3) . ftolvlde.t• ", becuLlling, oosg,'aclstas►, and xui- . 4?QaailsatA SU"N lthst ' -,r`•:' `; - R. Accepted NmnelsaRlsftr: •Drryelt" or aprtwd equal for tt)lacking purpoa•f tend oertif3aatiGn of sys :em. Auto- sR+all be l ea y ,a.,, If1►cttine• Hind tl►4440asss7lol b4,000 pal at,Bf•4lrsyr, with aaxiaesa 1. Subetnte sAsll bol gtonM to a taus level surface tree of dleeles and dents. mails= sptinklet eyelets is to be designed, laid Deft and .. +' .�ide�l'r►ist sated. 11 „ ,. ;;, �; 4a►� . .: r^ 4. shop coat with masa finish, free of aggregate to assure a saooth, level sLxface. instta4'lled ae a fret piprE systulun. A31 automatic devices 1 a , madwit, ;4"Ces, 40anections rt sosittsd acer,saft es tsar "fit-nor ,walla weal `r?abe�;, i( l w a.c�o0 pini at 7e days. with s�m:EL�eu►► d t+7 be dorsi nod particularly for �t a in. this l I I.. ,sh9*, -3,1, .� �aT lsystemt. it is the Contractor's optioaz to deoign a . iM ceder the de a oc !else lend l:xte stuBltr X IPPA t00. 13 s Sy 1tLgid galvenilesd oondtait shall hes usaed fele alt I Stat+frhaned,*W d 01 * eamea�t par AM C-150, 'Types I or 12 at Y per pacing for ordinar, ' hazard out" •'4 wtx#lakerls,infUspv , 1 ,,041 oM.rmenufaCtursts MtadaW tcand, type and N t ^OIttP, S(, 18 Gplif/2Q00 sq. ft. l �eM• ssgrogii,ye �• th roa(kntt at* Mei*-of a i4 rucula.r type. the sartd int sed Cuercaeb tis• earth, tM uwaatl►er. ax wt 1ase,tlans, wbew aper Y494 CUMto,r s � „ . mrd tib`M fyCl1► iaiurioum amounts nt cline, said*, 5. Naterial' attd )It uiphrent : '' ject, to asebmiiiral i0jury„ abdar broagrs>rys, Bard €obs 1 1 Y ^ �i�1.y IgF�.y, a � ft— ` .4sr o>trpaler�^(mde7•ta• La" *6ir"� +poser hiliieM'tti srtbst+alro�u. f� tfreQesttteni Goat /Lasso caaat .11 Ii tag4lr,tsc shell lk1 bR lxrlsl terse &awe slonutactloratr): Conoril:e Oerseat �uerrtace >•lsaisbms tl) OMt 1. Mbihool taneaus l3priNcler Spe'rialties: Syat t1m t0 ' e as,d fittings tatsiaattaq wsrdsrgromrgi2 niwus tl) Coat Tinted >/4C• e trainer ts"tr t?sr ASIN 0-260. t» cm>+aplgte inclbding all items required '� the �L me-s:etallie ,pleatic eao43a: OW) ens low a„d doe ., '' -reduci.ag, agbeirt.a >tt Ay'N C-1494, TW_ A, ,4fentaining n o calJRigrl italvantisad su slant Clsee li) Came (1) Clef '�cllkAq a9 p'row�d4, 4l raatst stolon Ilbfarm, troy. .. UndurgrQUad .,,IL a --r- idh a wither:{to4Lsratdtp ac rmtar Mgrsrs. Nseal ssosapolwric Amis stele Olectric silents #lO+t stlitah i,Y' r►�1►r 10tm t©ring s) itrwr. adverse erasdrmCRax Vhwo Wit; ep Stcable by *aft " ,� r��ragMWei tilt *o0o•0hO with Aft'lt Cr'3'S, maxines, size 1-1/2" and including seritch and Pire depart�411t�;c�0'An0o'ti0AA. Int- 1 `;` 11, hest is oxo ca a lasrgor than l/6 of the gatrcrsirt djlseaei.on,s betcwtsne•sides Hotel Doers surfs" Clean (1) M" coat i1) coat nlw le wiring'. froth tore, a>ap,lisi6itcltes t:o the ifsulated suitable fall sAs oastQitioeri snalibrtere4l &ball ;t }� point be used onlesr abowei otherwise CM � br'a i"s. "' 1 ,;',j a 0 the foxims of the s ombilr for wMah the co tcreu Jars to hem wss4, ae'r larger Ot.'COnA+aation 40 the ;{ s' al.OW 00ntlr0l panel. 111Y Mire sed esEbie e _:!, , � ' Via, 3,/4 of the a:,_4— .m clew: !_+wtU",bbtween seimttftcin4 burs. , Niringl Ibis lect ricml atabcantkac#-Or. lar ! e6w,ctrcaitss sA�ti cento�► 11 .. I to the latest segiairaments oe flits oarrent: edition laf '•14 . d• ils�ts, All beanie for lcs>)1r1i'Ctreseseat shall hes 4lefcttMsd, iabnrmediata V rhes UNC and sbotU srEet ail *rails steel aeerfust',aing Minh "Jplwltlticaticeis far nuot-stsel. insensate BP i. rinkler heeds not tis► occur at nuasbered r4r�,d lines, �m tlp*+�fiSti►tc#oms. r ,� R a11►mlosainq tiara". Atl�'f!4 A-61S, 'uii+ods 40'(s,tnla►Nm 4a,OW ttisi. ytal4 +rtrmrr,gth), . aligla heads to acCOMO" U future 'tenant separation walls 7) li.rtue: llcl4met Nos swam , jl. � �11 �s,,I, 4fedws,60 ms sponificalll acted. Minim= barlaps at splicer Der ACI at numbered grid lines. A) &Scor 4001* UPS '^' ` 11 I A „ ,t(tlt.er I. b) collect 4� 77, StTii colt, Hfiisk itdp, k 11tOaM " ' '1 `tl. ' Aurder�sar► J3W *4ti-•late Born Oteak coal by N. e. Grace and Co. 11��»+A7C 00tviCO Cta>shection Backflow Freventor: Connection of !si•. �' i4tldpr st+ei, sraa►d, tiyras�N y r °, i " 7. A employ pep► p -_ i4)ery ata cervico.Lu be made with aQproved double 41 -Wd Acte rest] `12 11} �'�x Imoer�atbx►ry T+ itin4 lad s* 4ireetllaet Ot�lLrrgrinemor lrmlcls:rxs Oo'ncsmt�trteet of _ .... _•-•• --... %-,- -�. --."_.-. +..*t`+' ;7+.•.., '-----'1d- - ,A- 'z �-•� , �1) 1M1•tt /bldeast 1400•Mlti.es 046 `)f 1 tMssOb valine asstblttrZy made qp;Of tva brass, fnternmllY (_) ads - Abldusamt ► 4140i7A, fihOYgtasa >*al•s, a9' l t•st!>Ara s anti-epi uaa11 pallets. Contractor ifiei•� acoperEta and spring-loaded ctlac=k valvu3rs; strut-off valves and test t�� b�tlm'ai4ltn tcOErif, siater3�i, ofd sfalatrtine0e. MECHANICAL. EY SEPARATE PERMIT CCX`)Gs. Include! detector check in service line. ll. Ali ilasttwI9c*aMmU w*JU shall bale a ft6h Banish. 1. It ie the General Contractor's responsibility to in sura that all electrical + 12. 4b�kr watkv d%aJ4 be S" Oralbe, 1114-1W at equal. Vnvide 9(tP dhern and connections for mechanical systems are provides by electrical subcontracr.or. Spxinkler Roads: All sprinkler heads to be spray type, P$Winq untme where kwgr�Ltvd• 2. Codra ' 'j p din bron>'e. Provide metal box containing s►pare " . " -+ a. Make installation of all items in coetplete accordance with all codes or spririkler treads and mount near the mein valve; box to r} regl:lations set fort11 h by state and local authorities. :n case drnwinas 1 COritain a minim zm of six spare Mads, Mith not leas b 411 slruCtwral steel- ahall L- detailed, fabricated and exacted in or specifications conflict with code requirements, the rode governs. than two of each t teed -44i ,1 ✓, Ylx u (In" i` tai '' �'bseset+darae with AIiC Hennas!, latnert edition. Howevor. the epecificatione are to >x considered as minimum. ,� �� 2. Structural end riiseellaneotr,e Steels b. HVAC contractor shall submit drawin4o showing unit heater locations, Pipe and Fittirtysr: Ube etandat't'. weight black steel 1•(j H. LYNN iAl{%ilCitt tr i1. All *teal plater, flat bare, *traps are! stxuurtreral ssct:ions shall roe roof mounted units, duct work, thermostat locations, etc. plus fixture pipe and t:ast swan iCrums/ed or mechanictsl joint fittings G4 1 A81% A-36, unless noted. r+anufacturers aha catalog nuorbers aha cuts. sulmittals stall be approves eapeeinlly adapted for sprinklrsr work e,nd suitable for b. 1472 1 ool;mrns Asf'1'M A-S3 S prior to start of rrorka 175 lbs. corking Pressure. User reducing fittings where � .,R1 ;D,ORkG+IN p � : Type $, Great 3. by en sneer changtts in pipe wire occur. Gushing era prohibited, N13)5 �. A11 bolts ASTle A-aO?, hot dipped glaVsnteed. 3. Guarantee: a. A. All steel to have ops shop >:voat at 190 be galvanised if rated. e. Guarantee replacement, st no cost to Owrner, of all fault materials A11 sprinkler specialty rmalerial Grinnall, Star, 'liking, .��C V�. e. All steel embedded in :,ravel, rook and/or earth to he coated with and wcrkmanahip and pay for emy damegc to other work resulting therefrom. Automattc Sprinkler Corp. of America, nr approved, with � /r! O�� asphalt. Period of querentee to extend ore year from date of acceptance of Underwriters' approval for the speci.f:r use irl system. l ' f. All wends A7ox:x per ANE 9tandardc bre Certified wolOors 1/4" fillet weld installation by Owner. Uwner, or pia representative will give notice Va1Ves iron body OS i Y pattultrn bronbee mounted double typicml unlssn atherwiae noted. of observed defects with reasonable promptness. disc, parallel Seat. DATE: " 4. Work Included /� .� a. Include all naterizla, labor, and equipment required to install complete 8-. Installation: Connect to water supply source as shown MAY 11*4' 1. Cbenerole mechani^_al work. Cooperate with other contractorn in furnishing material on dtaw'i.nglt, Check adeSuecy and Call any deficiency to DRAWN BY: r, a. All stalls to I>a "caimMa•s" of oalvanised box soils. no bright box nails and information for correct location, in *roper sequence, of sleeves, attention ori Engineer. Install all piping in a true ry� -�•- ,` allowed. boiling to be in accordance with !label* 25-P, latest approved bucks, chases, mounting, backing, foundations, and wiring required for and even manner with linea pitched for drainage and h"'t-�1 edition of Unitas enilding code, installation of mechanical items. Set slerves, inserts, anchor bolts, system a hanged so that it can he entirely emptied of b. All wood in pormanent Contact with concrete to be psessure treated with coat-in-place iron work, etc. Upor failure to properly direct, locate water. Install hangers at all branch line connections CHECKED BY: 4 a w!•a.er-borne preservative in accordance with "Standard Specification and Bite such work et the correct time, any additional cuttinc an? to crosm• mains and at all other pointe es required in ,t,. jos ,'lessors Trealartent of Tisabrlc Products", AfTH designation D1760. patching required is to be done by Mechanical subcontractor as directed hereinbefore specified standards. Support all pipework C. lYel�n . ail �oirte ower ml supports. - and approved by the fingineer or General Contractor. from building Construction with mild steel hangers i, 2. IA�am c 'a W, 5. Drawings REVISIONS: V„ - --'9. spaced rn�t more thaws 12 ft. 0 inches on center. Support a. i�tts¢s, plates, bloaklnq, joists', heedesr, and ledgers to her Douglas Fir 02, a. Make complete set of "as installed a drawings and return to the Engineer. mains independently of branches r+nd in no case era breach i; b. 1?urlins and subpurlin■ to lee Donglar Fir Ml. Keep "as installed" drawings clean, undamaged and up to date an work hangers t0 assume any portion Of the Wefyht of ficins. ro,:' : C. Clue laminated beams: progresses. Accurately indicate depth of all buried piping end location 1) the = 2,400 Dai or 2,000 psi as noted on framing plan of cleanout&. Locate all buried or concealed piping by actual dimension 9. lest: Test all piping to a hydrostatic pressure of 200 fcl 450 psi from walls, center lines, etc. If "ae installed" drawings are not pounds pe:r square inch and maintain for 4 hours minimum. correct, Mechanical Subcontractor is responsible for costs of future Perforbu other tests as may be directed by Owner or fv - 165 psi Douglas Fir or 155 psi HeM-Fir as noted on framing plan. "prospecting" f<,r linea not installed es shown, governing agency. 7) Camber: an noted on fratinq plan. 6. Cocmdination 7) Exterior glue. a. The location of all utilities indicated on the plana is taken from 4) Industrial app•aranoe Rtade, existing public records. The exact location and elcwat.orl of all f) tension laminatian3 on aantilewrsd bees+. p by the Contractor. It r�hall be �A public u.i,litiea moat be dbtetmined t3) Glu-lam m&nufacturer to submit shop drawings for Engineer's review. the duty of the contractor to ascertein whether any additional. facilities ''' 3. Plywood BAeathing: other than those shown on Chs! plan relay be present. Roof sheathing: 5/911 plywood C-D Interior APA 32-16 with exterior glue. b. G11 to the attention of the Engineer any error, conflict or discrepancy 4. Pounder driven anchors to 1st Obark 1/4" diameter shank, H93, Part N7095. in plans and/or specifications. Do not proceed with any questionable r-, J c+r ST S items or work until clarification of same has bean made. Supplementary ase on,wrwo3 A CNE NIeLPErlrr C3., TI c-1 JnsSTy p{2,. Trl-W",•mss JasI''xrr O2 /sPpa"ra•ief_o l.4PJ,- details and plane racy be strpplisd as required and they wi11 became a part orSWIM"�a�AA. i��ME of the ssontract doeumentr. r►►mint retsoO rex,tx- 1 t.iE. L o^p I rmo (''ends 0 EAG w Ap �ilsaoe orµ � �2 PS F D= �.•%n 7, Gas Service owl nE o MEMO a,rx• G HA•we-v `L-tZ4 P✓••f' JO IS'r ScJ PPL ISR a. 0ontoct local gas utility Yat ft vLae as requis'tdr pay all costs involved. �, JGO141` MArJUr/�G--rJf_l:a• TA SJ&1"1er 'sH©P 0 2AI-JI:JCO-S, tRnr, all t4lbEET gas disttibnti•h piplsr�.jbMd slake !inial connections to all gas using „, ,4 M,^„e i'*` �- 'e- s.,r sApilpmrnt. � , 11 �, I. tnsulatfift ,, •' Printed a. h-11 fif"V26bs ip a 4 '' b. All !fs•lsltiatr i t .� 11 spread 4 , .'s f4Eld'aaelAm �1► . act to eldWA 450 . A. JUL 2 71984 MACKENZIE ENGINEERING ,Oj i 4p' Ak F� 5'. [ 1 1 S I;' P F , CL z I I , — —.- IA';p ;�� 10, -rwWj�Pi�;(.,. Q 4c /�� /Lk Gf>✓ r*VY,- FII IA,�Y„'A °/ E --_ � ` '�✓ uj two O M �y�wl�� -____ ------ -� _ —77 &LJ��IL TA.I� W I/ " -�� `"`...- T e"i i:.. ✓! • � ', ``-7 E,•1,C/• �-•--�C=`."_. � `' •_ _1 _ __ ft. � I •�` � d I Z 4144 W co U. / _.- --'i _�• WI I VV YY fir. a NN, N 7 Y 11 II - 1 / • �G IL� J% J\ �/A`, i`�' r� 1. •.s-.. 1'� I \� ��' -•�__- _"-'�,.1Y +, °r\}- N �' i APCo�WAY,` "v i T� 1• z 'y G .. . _ , > e �r R A II ' '` �~ I{ t +Cv- • I a3 4 . U' ;�'- HAN T yjr k. 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Ex PIP'!✓ ��v�E'`/ E • \ \ \ `\ \ �� -_r_LI 1 +• r L,C ` w �UrLP` r`�--- / GNAM F¢.K• \ 1 � 1 /? _ -E �j1.Alh.ilN l)'o 4 1-1-0�1� . V 1 4' N , 20'4.3 E ' .11 15 1 I',is 4 I 4�,,, a,, _ W �j L _ �1 r ''=�'QE'/J"'cam' _/SSS `J YJ \. \ .\�r _,� !- / �' .` ,� fit, .� '—_�ti._� _ I � j 1 • �. j If ' � � \ \• � \ \ � a " ` � "'C'�, \A�A �. 1,''k'` ,%'�' -•�'\ ��'� IX �f �' r 's - �'��•,Y/ � -~_- 2 �-_Jw•.�,,rl � .;�.� •\` �• ,� I �el ��' !�j (�►�Ij+�li.J l.�l�k --"+�• \ � C'' j� \ �:'� �r 1 c� F �ti.�G✓ d f�Al GJ At►!.. � \ .��-- I 1 � + �'�� 1''1; • si �„ 9'- d '"'y �.y:>t, .. \ L L'. �,I 1,'+1 I A�L>}., —~--_.� (/ DATE: �•,�, [� ¢•�VIL�II..�U BITE DRAW' eY: 1� 2 fb-2 OFFIGE t �'.ti:rAIL �I� TEN!►NT �IvN� 5'IiA.LL pl"A�eo IrJ J..�, �" V R i✓. I NJ c apv S MOIL I Z ali,47 L, . jhl.4D� ; tErr E�.��A.T I pNS. ( �I Co)G7(.IL HIGH Or�oFz-� �• � I°'ULI.Y �,p¢INILIIfrlf��l'� CHECKED BY: �UNa1E,fZ Z'r�' FLoo,>t.) �_ :� P L r-7'40, '*I LOCA-TV-0 :114 TIVAR-0 W^TL'R . -- DI k►TPL.14T - -rWco' Ir.IA'Y' ra^F1r14 � � 2 Ac. P�.•.'II.JC,d o�E.2 4 � GC.�MPAL?�L7 c2�'�swEC� P�vcll� TeJTAL E3L►ILC�ING�E AREA .44 -111, 50?. f"`1" Y i f�7 4�►N.IIT1►I�`{ �✓B-�'•IER• P(�r7r/Ir�t GLOAN G7UTb REVISIONS: 2112'1 Ate. Pp.•✓�I.1CcP c��/ER t,10GG�MP,E�-�fGl� c 2USH�CJ 2a-�c.l� �UILDIN(j II- FLR-, A�-EA '�`i,_' :'2 Sal r'"T _ E��(Z'1' Fief-D� jJ064C�UbtJT'� I`"aI't AGGI��s LAN05C.APINy ARES► G,'1,"'�� ' -- I..'+?f. Gc�r•I�RE.TI� p21�E - 56.E SHEET "•� �4• F='T, -- a tvP of i.�A.t� Rs ftltlNC� Z OfZIVEW'1. -�i,' 'r., r ---- -�• G� �•.1�R ET'r r-rI rD El.-►A u�• - SEE ESI G�7 c g � � �' 15Gr' FT 4) P'ILvv 1 o 9 Nei" FSI E'ER W1 AREA ____ Pit URE F►Cv11GlI�i v.�.wQ' � IVZ evTUPbp �J t�a.rJc��siA-Pl�..lc� LOT Aw?EA gln,703 '_yv. P�T top- IILR1gM&-rI0l-�, PAEKINL-A PROVIDED `;�Ib ,. k1AL_kr� II•,) 'SIk�� ('(�-'=�F'C.F:T`'( L.Ir-•i , --G - � L-1,W lr C.OM�'A�L'!• "• 57ALL_5 evHPP1.L I: 411 G%'IJL. W! �►`q 'i GIItLU'��-t �C -w--- �.J,a,-�e�z• �I►.,► G �.7AL�AR.G_-_�e.�2._ .5`[A� I'.iA��., P kr..y.i 10 I;,.. iy,� �. A�:,'' Ir 4 A LT IMf F e-!A QATe.•t., I~a.LT c'- 5I-O° G>c.. , •q LL :D►JG. - A+Ei- 5AN17AfLY �sr3.w frJtAl_ - �l STALES SIvE1�1A1. PJut;;Ilj, F_!-IT '.tLhJLb SH�►LL b1,; Dr_%D R ►,JA lrl.<: , 81L�'LLE PP.RK-IN6o4 PWVIDEl7 io ..'• TH•SE DRAWINt.5 ARE THE PROPERTY UI MAC;(E11NZIE-SAITO & A&IMIAIES. i c@PAO IJUD IN ANY MANNER,EX. H C R RIMSA AND ARP NOT TO BE USED I .,.ccP.•,f�,� rj'y tr r•.•vu«,-M -• • ,�,�'!"'• LE VT WITH THE PRIOR WRITTEN PER L.��/^�,� T ^ .'� � _ • ' �`•�7"` MIti=10N OEM 6A. Printed S►,EET T. ME•, Fi.�o r�.,�►r-fro 1�•I ��.,�. 11.1� I , G� �� AUG 14 1984 ri't�T,�f�1 1�°I , - MAr!(EN• ZIE ENGINEERING • - INCORPORATED - OF 46{ JOB NO. ,. •,, '�w<� CI M�•[l 1.m•Y� J �ik'.'i,� �'.y 1"^"'11R'[n � �,� ._—.. -rr .-..w...w,.xw,rt2aa r... .,,�M*+M,. /.'•..a•T -. w 111}1IIIIIIIIII IIIIIIIIIIIII I Illlllllllllr I 111111 11 11 Ill'lIIllllll I IIIIIllllllll I Illltllll.1 I IllJillllllll I Iili�Il��i��I��ililLj�,l I I I�iIII�II�I I�I I�III�I I�I�I�I� NOTE: IF THIS MICROFILMED • i . 11 �� -__ 41___-- __ l ---M-�--- �� 1 DRAWIM IS LESS CLEAR THAN VIS N)TICE, IT IS DUE TO _ THE QUALITY OF THE ORIGINAI. � � T ` DRAWING, 111t,111,1011111111111111111111011 IIIIIIIII IIIIIIIII 111111111 IIIIIIIIIIillllllll IIIIIIIII 111111N1 IIIIIIIII IIIIIIIIh1;"VIII Illllilll IIIIIII111l11111 ` VIII Ilnlll111lllllliil IIIIIIIII 1111111111 1111111!1111ll�llllllllillllillltl IIIIIIIII IIIIIIIII IiIIIIIIIIII!IIIIiI 1011111 JUNE 29 � , 19 9 0 >o[�MA11As•w[w_+.•.,,.,...H ,.....r..,.nww. ...,..a...,,. —.�._ .,.:..�,.,.�cw...w�[..-.•o... ,rt•.+,e..,a•!dnru@.rx liigi/ffd4_'a�t9JSh a'R'•• _si:...: 4y -::36.-...,. ,,.�at9w��.a1GYYIIMIF[ d2iy .r + »Rifi .. .. r Me'aN"'"^n rr•... y. ,.cw,wcl'nra,:satxr�„�r.�..•,�-..+,A•�rrg� ,,.,.. ,s�.,.e. ,... .....,,. _ � P xa f Yy 1:' t I ly r x m lC as N r 1 y�i 2 I 1 ,C�' .,. - ;., �� .� "+' .., r �.: .�, .,. .:'. al►, ✓!;u•F -:�t� ,.,,1 . ,13.E .F�•,� "^'�::!', 'All J .. 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"!"TiII 'W DRAWING IS LESS laEh" THAN .w....^ — —.-- ` — --�— THIS NOTICE, IT IS DUE TO w THE QUALITY OF THE ORIGINAL ( �- DRAW INf• Illll illllllll IIIIIIIII IIIIIIIII IIIIIIIiI illllllll illllllll IIIIIIIffI81111111III illllllll IIIIIIIiI IIIIIIi "1'111 IIIIIIIIIilllllllll IIIIIIHIlI�IIII Illfl!ILI lil Illllli i��lll�ll illllllll Illllllllllllllllllilii�llllllli�lllll�IIIIIIIIII lillllllliulllllllllill�il�irlil . � JUNE 29 19 r.rr o d Alt -71 • ' f �� T 1 I ) VINE'.- r''1Ar'..�. � '�' �� - �� "�� 4 V( � � -� � f -7�..r„�`^• r' ,'�.. ; 1i tyre 17� r � - 111� �' =.�.•••�,..._ ! r f ti` �--_��_ ' L. �1 ,4y 1 � � -- -' �-_ .., sem._...-. '% � i /I ' r ,r � � ,__ � � r•• `�; ZO I I?-'i'�'� �� r== ��,�f��10�.1 ._ � ` '� 't _ .T ' �- � •�� , \ .;'.` �/I!�1 E M�4F'L�- aGF_.�z ca� -,� ,,1 I I � _G�E`z7LK_ C.�...1 +tit. _._...._....». _ �� r`��'«-E �[,F,�.�L �L�.IP.ar'ZUI`✓� 2•-Z'/�.' GAI.+, Z U GI � ' Rte_-oQl•,I X12 L�rk 4� ...��.IS �� (�!-Ill,•, � WP—JTZ 1� R Et,� GE /2 "1'�--�U�I Ac K��.I C.�'Y.4 S' (�I I !` I �; �' :' `'" :f I LTJ �- ,�y r �C�1`r __. `n • FI I YNP!"kqu •----"- ----- i �'" �, .. � _� ;_,.,. �. �" I__ r• �,.�-'� �i til'-�(� .-�-:�_ ;�:.c� .. uz.}..�pvr�,�pR.c�.,,l '�II�U-C.Ia-I�-�:zr�' IL',� !�:' Lo O►2F_G:J'� Cad-Ads ' S -�0 A IQ UI �Ub ... --� IA 4s W-- D rX�CrrN n i0 - . _. DATE: d "„ V DRAWN Bt CHECKED BY: , �� -'_____ ' ti'�.�_,:=.��__-+�;� u L/z'' ►may c� Iz." n.G. REVISIONS: To �� c.oV� � �� 144 A-rro,--jArric, F'L,/*--hJ 'T P-� •-�LJ M 17 T�.r► l- '7 E.MQ,. W WAC ONANINW 1 t MI ION Of M/ h •,'* '1 SHEET R Printed AUG 14 1984 IWACKENIIE ENGINEERING ^� I INCORPORATED ' OAMMZ dM"OO, • l ' 'i,.;: prt .......-.._. .. .. .. . '�� - - ., .. ,.."*7M.-. � - .�... ., r....:.. _.,•'� - ."NNWM 'MM•¢w. .,�✓!'.rt _, f•.f,ti Ap`w 1 11 "IIIIIIIIIIIIIIIIIIIIP ! IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111 IIIIIIIIIIIIIIIIII '�•�-�� _,. 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Pte'/�"�' I I'I SH�t''1' LAP�e4 �:' 'R�_V l�i(%►J X51 Ih UPl' 11'�0 0� SHEET Printed � DEC 12 1984 41ACKENZIE ENGINEERING or INCORPORATED 11 J(-)8 NU ;7M.. ,.,K,.. i _ ,..�.:1�Wfe...F•..;,1,.r.,Y-= ._. a... fi_i'�TM3I�•`,ylr-B.•419.( ",j�t +� .. Y ''4�rf;:.F.'.,� '�+'hfll u ORION _ '�, --may. ; `" � r � ( ..� �'+ ^, � � .. . .•v I Ilt III III III III III III I I III III III-.r I III III III II,IIIIII III III 1 1111 I1III III%1,IINOTE: Ii THIS MICROFILMED 1 I I III �_ I • � I Ii ' (� I I lb I 11 I I �� 1 • DRAWIN3 1S LESS CLEAR THAN THIS NOTICE. IT IS DUE TO THE pWAurr or THE oRtclNaL S L LL L 4L L L L lL L 8T t �Lt t tl t 8 9 L 9 To-7 f S T;1 lIi t„ ,.DRnNtNc. 1 _—. I , _' _ I VIII lullili IIIIIIIt►I►ItII► IIIIJII IiIIIIIi IIiIIiI illll►II IIIIIIII IIIIiIII IIIIIIII I�illllll►IllllllrlIl IIII Illilllllllllll ull►II�IIUlljjl linl�ll IIII fllllllllllill �llll!IIIIIIIII�I IIII ►Ill Illlljfllll� llllfl �,,l11111 II11 rlll .TUNE 29 11990 �... .,. .nom.... .�,,.�-�..�..a.........__.._,,,_..�...... _-�:F� -n.-.;,•- ,-��- � - �- � � ___ . .�.,vyy(�pyy�•lrers`sc7..- '��Y.�+!F .. - __ 3._ _ _.__._._ __._.. __ .,�__ _ HANGER _LEGEND_ �-- A UHOOK B C,fnC3�11GH SCIREW ROD C CLAMIa' - D "OP BEAM LANIP 1 E EYE PROD . ----'"+� FLUSH I LL -�'"-- - �"""�"""r G CEILING NGE 0 v � H I KRAGKET_ o tt�A K SHORT T - L M MACH HREA ED ROO N - �` p -�POWDEWIVE,N STUD 4,1 I _ "- - r R W'EOGE H_OR_ l I — _ 1 W _ oz � 4� Y 2 •WAY EAR Ik 4 •WAY EAR i H�AKt. 6RArE r QUAKE BRACE PIPE IN I Cti SZ`G STlti1CTURE LINE OF TO CENTER SPRINKLER LEGEND • ` �_1 001411a SIZES ,kS !I AND I1TYPE zi " 6 2 SPRAY t!T T SPRAY � �.4.. ' ► / PAP,KI x lb ? SIDEWAIL 1" DRY TYPE 1" n TEMP RATING TIAWI_0IN� - 1650 N 212• � 0 ti f � �• pI/2 � I1:2N . 1 1 SPRINKLERS USED S SVM QUAN TEMP / TOTAL _FITTING LEGEND APPROVALS REQUIRED F MEYERIIJCH,.fIT.. M MIrHI;AN o - - _ "SLIP-LOK" _ .` _•_ !_O ET . t j� @ $�,�^ .fi• 90 SN SHAPED NIPPLE DISTRIBUTION Z ITT GRINNELL "EASE•TEE" :N._ ! -M' z ' mss. l Ara4.N z QUALITY CONTF'OL BY r�i, S• DATE d o 17/6�► pr 000, D a. noted APPROVED FOR FABRICATION BY GATE Pori tit:C,*nditiona�b►>.vn,,uhject to CON'""I!I`in„i Inrpec%ion,Errors and APPROVED FOR iNOTALI.ATION BY DATE Ulm •aeeional o:cceF tad J� GENERAL NOTES QY ` Doc 1 ALI MATERIAL/ E IAl AMD EQUIPMENT TO BE NEW AND UNDERWRITERS �UA��•�'y �' °� i�Z) 2 PIPING APPROVEDIMENSIONS ARE CENTER TO CENTER EXCEPT RISER 8 A . PA �... ` DIMENSIONS SHOWN THUSLY (1.6) WHICH ARE END TO END. V 1I�'� 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13.1383, SECTION 3.10.3 5 4 PIPE HAK,ERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13, SECTION 3-15 ►` ' b71i5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET N0. 13, 1� SECTION 3 1. *to ir.t�;r«cr�.ovcr. 6 JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHA,.I ,icnuPxoi»itica *mklcr BE IN ACCORDANCE WITH NFPA PAMPHLET N0, 13. SECTIONS 3.12 _ _ a uirent is cxposrd. AND 3 13. � y:urasto hinting occupancy 7 OWNER TOvPROVIDE ApEQUATE NEAT TO PREVENT WATER IN PIPES +•'..,,,,��___ }%ar�ti.. FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM 8 ALL WIRING OF ELECTRICAL UEvICES (IF REQUIRED) TO BE PROVIDED -_ 9 PAINTING OF PIPE AND EQUIPMENT IIF REQUIRED) TO BE PROVIDED 692.2601 BY 1.0 FURRING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY _ 11� GIROUN4 WOTES APPROVED F(WE WIMRUCTION I. SGGAPE S ENTitj r'o PRC)V1OE :_w&cNk A N n MP.TEI,Ipl_ c ru =►440SM0.u.rL CITY OF TIGARD f ).1 G, 4, PE MIT N05 �i__ SITE ADDRESS- 2. DDRESS2. L_1 C3. P i f: 1-0 M. b LI C_T Lr_ L R,o►.i c EA4&#. rr' L►'.►�b c. ^y s 5 o I , / � - I BY Z TITLE GATE./ // MINIMUM gU12`' 3'-t.," V16cuw GRj►bL a• PIPIN(v T .-.-o. ,-, R b FSE Ihft71►Li_Eta ,. ,• 4ppI►.16t AOO ALOCKI►.1�� MK DATE BY REVISION ` a rV ra r�c p,�►.c,c S LLL 3N I�1b A �� TLs�� ti o tc.v a.tti►A,1 cE w,rrf /� - -- -- 5. G ir7'iG NI NCS AnJ•D gre,c.ic�.I Lr�. P� s PFG��'I GATiO AJ. �` -- PL- -M s (�. NWDQA.vI,.►C. LNFC�RMA,Tpwl / WATER F[ow xwoe.A Oroopi CONTRACT WITH /, ZC �� 0,� ST7►TI b� i?EsICU�.I ; 9rl P•S.I. 10, 1 NE OAYl j 714loQ�//r d-) neo. CONTRA('T NAME e) r>aww"' z/ 1500 10A ;?K 217 f3 LO Cr I 12750 X W. aACDEN AoUC i My 'AUTOMATIC SPRINKLER COMPANY I A PAR; OF WORMAIU FIRE SYSTEMS •A• 2 30 Al i C Ni t t E"IP 0 CT 2 . 1984 v ORrL ANd, (')RE ee eAN w, ST CINM LIC NO b_NT-RA 331MCR CA ST CONTII LIC: NO 120376 � • ,� �33�� IZv DESIGNER =DATE SHEET JOS NU. 6,3' G'O c) c x:� s .►, - III 111 1 III 1 III 1 III 1 III 1 III 1 I I III III III ( I III III III III III III III � III III III III I I III IIIIIII I I III III III I I I 1 I�I II! IJP I ! I I III III IIIIIII III III VIII I 1a - a,x, ' '�+�r.�►.. a::+o. ,:.. —� -- —--"7{ I 10 11 12 • NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN -- - ------------- ---- 1 THIS NOTICE, IT IS DUE TO THE QUALITY OF THF ORIGINAL gT171-1 T113111111111 9Z Z 7. It Z 8t t Lt T [ i £[ I I1 i 6L 9DRAWING. IlllilllJ U illl�illl Illl�lill IIII�IIII IIII�IIII ILII►�� Illl�llil�illl�llll IIII�IIII I{II�IIIIIr. ill IIIIIIIII VIII I � 11111111 IPI II ► I � ILII � III N � Ii I IIIIIIIIIII�IIiII I III�IIII11I11111IIIIllllllll IIII�IIII IIIIIiill IIII�IiIi IIII�IIII IIII�IIII Iill�lllllllllrlll . kM:K N El 29 19 9 0 HANGER LEGEND V + — ___-r-- — A „U„ HO (F)k 10 ` Q ►2J (� 8 COACH SCREW -ROD Q , o � Z .,C' CLAMP u � ° 4 o 's ° (, D TOP BEA! CLAM—p -I + 1. 440 • ( • , , �nl�i�_ �I _1.3�_. • ' • (' • , • • (� ( • • ® �»/ O elH 1 � �J 1�t E EYE ROD d c� q'n" o- t5s�-- `_'�'_ - Y--.�-- -- ---�-� '1� (t '�� {�i Q. 1�_ . _L�!_ 11� I ��J�1 -b��t.al F FLUSH SILL : E,-��' b t7' 8'-Q' 8 0 P� o' 8'-a' 8'O' o c� d'-o E, G ' o `r >>� "'�" t ^ �� v a c 8 c. >� o 3' I - b � G CEILING FLANGE _ H SIDE BEAM BRACKET - ,� K ShdR T I�`_ J J" H(11T L „LROD M MACHINE THREADED ROD � I O t N TOGGLE NUT — P. ti I J I ti ,. aLI '4 ti j ► �►Z' P PO p DRIVEN STUD WEE i % R WEDGE ANC G T '_ 1°''� 10,4 l05 � l i�'"'1 1 .] 1oe — _ •--... t4 H �,� — X Xi Igo (ID42 WAY I �,yi �20 �,� � LAG:LKA7�0?D f�G�O � O 'V I � �� Zd � �� 4 WAY EARTHQUAKE BRACE 1ALA-- .4 -4 1, + 4cC' 4lo. -__�_.. .� I x A ISe 5-r—g�T- ....». .- (;4) - - . (n� S TUBE TO CENTER E 1 �I�O' �� UNE OF PIPE IN I E 44% 1 SPRIWLEP LEGEND `1 N LER w P l of OR1/ICE SIZES • �,y /\'�La IN f.L�yl.TK�n� 1I cl 6� 4- ) ♦ ANO TYPE K � 13 k I J 16 g I SPRAY SPRA Y ' �:,t ! 4 flj�0� 1 1 3 -L 1 SIDEWALL 9 16 2 I ty v-z �Yl�. V DRY TYPE P ;�• I ,, S) v TEMP RATING / 212-30 ZOS �8 �,• Z'I 41�' � �� ....--.... � ` } - i � � � � � " .•. . �u ' 1 M x.17 � 3�. QZ'. 1 1 • I i a A .)% 3t C■ SPRINKLERS USED 04 sym pWN TEMP 1 T ' �T n a b, I i r 21 - 'L � TLA sDP j: NIL" Q 12W I y4• �� ! ' . 1114 y4. U ` _._.tiA_.__ y -rp _. _ _/I. ® f\ ®�'T"��/,�, IIA:, — ,_ J_!� _�— I _ ` I I 11 _ .— • ® 1-L`"� „� ■ \i4-o 4 0 \� B. 4 a ca V - 8 -0-wee �' c, r _ C� 1�rf o• b-�, V` Z,� �> 1'x , 7 C� x-1^0:�Qj �. ---� �:—r� . ® 1J1:. y, y� TOTAL FITTING LEGEND APPROVALS REQUIRED Go/JL IAL U AT f- &` ._ _L�lA C�-•� (�!� 1 _MFYE _.. 4 YICTAULiC "FIT" "7 wNlL ._� 5.� F� - --_'—+ I �Y �Iti I I �\b ��✓ ,��► 17►� #%IA 4,`'� ��+j' ��1' �c\'3'� �1'►� � d\� !)1'1� _- �1�7a1-,.__.. _ ., �IW�� — M NICHIGA,N "SUP•LOK" - 4-1A& a NIPPLE SHAPE -- -._ . DISI UTION' ITT GRINNEL 'EASE-TEE.--, RIB tp AQg J4 - — _" 4 IL �, , , _--- (r QUALITY CONTROL BY S• ATE 10/1'7 APPROVED FOR FABRICATION BY DATE APPROVED FOR INSTALLATION BY DATE _�J T .$�� r3REEN o Wit.. J NI 4 / `� � ( � " GENERAL NOTES 40r1 z� 4 r) zI G I 1 ZL 1`� 2�. `� I rj 1 }' — 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS N ! 2 I APPROVED. 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER a DIMENSIONS SHOWN THUSLY (1 6) WHICH ARE END TO END I 3 EARYHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET No . 13-1983. SECTION 3.10.3 5 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13, SECTION 3.15 RV , I 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13, _ w 6 /DINING OF PIPE AND FIT7iNGS, THREADED AND WELDED SHALL I BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13, SECTIONS 3 12 ® �\\ AND 3 1 3 __ __ __ T OWNER 70 PROVIDE ADEQUATE HEAT T6—*VENT WATER IN PIPES �'1�'� L-L��'A 7�' '� f _ �. j ♦ ` j FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER p ! �1 ,` SYST LM ` H All WIRING OF EI.ECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED N N 02 -5 9 �YIIVTy `PE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED , v 10 FUBy RRING QE PIPE ANO EQUIPMENT (IF REQl11RED) TO BE v), 14' I �`�� •,, a �I ►� 1 �i f N til 1� N >�G �+© 1 x (I, n -fill © ! c111- , li i 7 V, '`� 0�� ° �'� . 4� c� :�+ a' 1 ti �. 1 �' ��, N U ,k1 ,f' PIPE NOTES Q N a�, I 0 R . , ♦ 10 T \I J 1 (�1 Q t'�0 �►� N I gj • D KJ I M �' .v' .) aQ JQ ` � S M,3. g40�s �Ara�cr " 7 y. T T \MCL MAIN (0' 5:9 'e rO 1 v ®'d,- l 3 S 3" , 12-(�' ,;��i. 7- -"','• ,o r` �2=10" ,�'t ©'�" -1 'd l?'!�` 7 . � . *j © I=�� ' S'1n' 4scr )rJ' 0 , ,� o jq C. es-V 1 Al DATE BY �'� • 1 � Ca' 1 \ i h i C14 1 \X11 1! r ` 4 7" CONTRACT WITH • - E ( � 1 �.,'� 4-4 _ _ g o ' Ge 3 _' 1'�.-+�1 �1, „�- '� :■�. G- � 1 .� 'y � 4 ': .-� , . �,' r� �` �,. ice`+-,�;-� - ! �.�;,.5'� r"1c © ,,��-- ( I�.�, _ J 9 - Boz E G�vI 1p f � _ .� iO `'oRr"L.4n/O, OkEc'x�N 97132 1iAIL CONTRACT NAME: I GA�4'PFAj '0,eACE .1?" � -.._._. _ Iia' T/c':<.I�U, OIsiE•�j� a u IA°r 8 c+3 my AUTOMATIC SPRINKLER ER COM►ANrpop\ ' `//e_fT,ocz4vf( 4 A PART wnPMAID slRf SYSTEMS.»"- _..__.." .. r►__.. �l4t✓ 1t 3 4 t.1 1 TI EMS `T .._..____._.,.._..._......_.._.__... _ __._, __.----- ..____...—.._____ -----••-----_ _.._ _ __ ,.___. 1. _......... _ .. c » 22 !C o' 4 /] c0' O - � c� ..... .. __ '' c�' . .__ _ �.�_�� _ . _.._ . -_-__- ?.gip•. .- ._. . .... - � __-----. __ - 1 , wA ST CON" lk; NO K,mT-M►%314M CA ST Co" tic NU 310376 �` �' G gQ $ 3 k DESIGNER DATE SHEET j0B NO. /� OF ' IIIIIIIIIIIIIIIIIIIIIIPIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIilllllllllllllllll ,Jllllllllllllllllll !. ��` -' NOTE: IF THIS MICROFILMED I �_ I_�__ I �• I 41_ ____ I 5 I I DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGIIIAI £ Z Z Ls 7• sZ w Z ,Z Z` [Z Z 6T T , LI T T ` T 111111111 I I l �s T ► F111111,111 DRAWING. Iiiiiiiliiiiiiiiliiii�i�iiliiiiiiiiliiiiiiiiliiiiii � �II�tI ,Ell , �� I� �� il�� i�� ► ,iii�i,li� E` 29 r � JUN 1990 K L HANGER I EG END "U HOOK E: COACH SCREW-ROD C "C" CLAMP----- Q TOP' BEAM CLAMP --____ EYE ROG 1 F FLUSH SHELL '- G CEILING_FLANGE -~-- `� H SIDE: BEAM _BRACKET T' WLT /� ...:��' Z�j"�� CLIP . K SHORT L "L„ ROD _ -- I - N T��GGLEENUREAUED ROp � \ I _P POWDER DRIVEN----_ - __ — R WEDGE ANCHOR _ T �1 (it ,oK IGS II 0lUv �Id _ •r 7 WAV EARTNQUAKE BRAE •� - - - - -- / 4 WAY EARTHQUAKE. BRA( [ II � �r N ©f0�. STRUCTURE T .! .....anw. rrr. _ —__.. 61 ( G CENTER O �1 r Q �� •Q h ! �/�34Ar .5 jrp5 LINE OF PIPE IN INLHES 0 '� x� o ri ; U I SPRINKLER LEGEND SP91NKLER � 51 ) ORIFICE SIZES •�k�- -=� (�{®i pr I, O C, h �I MDIOV jfti.VA. 10 1'9 ' A F.r AND TYPE 4A 14e T h+ t _ 4 914 IF a5 � � 1 AY It a lb 2 • I.. O . 0 l- _ II SPRAY 00 l J — _.. 8• C� 3 SI WALT 1' DRY TYPE L. I 9 . • Q • 1i L. O Q + q 0 TEMF' RATING T '12',� © f / h V) In CJQ �: 'rICuQ h Je h n :,� �+ 'h �/ r xb• I,1 I r I Y t !► - . . FoR GOM7�IVf�/ATAOAI SEI SN7N ►_ .... :.�. - ►� ._., `�-•—• -- .j •� !01 s.c. SPRINKLERS USED SYM r Y0 7 5'3'' 12L Go" 1-3" 5-S' C 2-co, -7-3' = I'i.' co" 1 '.�' S ,3" 12'(o' - i VuAN TrMF (7 O I d O Q V _1 3 + S� i" ,2=(v` '1= a• S_3 b i :." o=co N _ I N N N ;y .A 4 0 " S S IA . III Ivy P L- o — � ' I f �' ' a U No - o �� - o i - 0 0 - - 1 ,7N/,S AQ`A NYDkAULIC.At-Y — ---- - — r _ IW A cgrip Tib PROVIJOE" _ -- -_- _. ® ( - 0 0 x L �l . _ _... _ - - - 21 G M DAN O � U ' Q i Q O I , Q N .Q �_ TOTAL II �-� �-•� — _ 1 2 '[� 1 _ NG LEGEND APPROVALS REQUIRED n . " FITTING�1 ROV _ MEYERTECH ? � EcvNp .c _ FIT,. 1'19'GO" S �,pp�, � i F VIC 1U�IC ) � _ ! M MICHIGAN "$IIP•LOK" o!/ ® © RESER "t.onnF' PE 0-LET --. P PI O 0 I , O SN SHAPED NIPPLE _-___ ' e! DISTRIBUTION• y1 A 0 �. .O �j. Q �. _ ,0 wO �. Z ITT GRINNELL "EASE TEE' - ? ! ` O -- c _ Z. Q © © I © © p •�� • _ T QUALITY CONTROL BY DATE I 0 h O i ,�� , tTZ�VA1'T D 1►/ l 3b`A F f APPROVED FOR FABRICATION BY DATE _- _. Q, � __..,..._._ _. __...._.- _.__---------• .»•._..,.. . .._ __,.._..._..........._.,.. _.._.__.._ _._.____.._._.____._...__. _,__ I_©.� DATE APPROVED FOR INSTALLATION BY G GENERAL. NOTES Y, V # - 0 % 1 ALL MATERIAL. AND EQUIPMENT TO BE NEW AND UNDERWRITERS Di) �- ♦ V� APP'RO'VED s / - 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER 3 elm sa'� - . DIMENSIONS SHOWN THUSLY (1 6) WHICH ARE END TO END 3 EARTHQUAKE IDED __ .._ _' t ql -- NEPA PAMPHLET RNOIN3 1�J83`SECTIONt3v10 3 5 IN ACCORDANCE WITH _. .. ..... ...- _ ..».. .. .._. ... - W._...... .r.,.... .w........ ,•.•.-..... - _ _. . . _. a CORDANCL OX"""'-_-•• -• - - ..+ R� � W 4 PIPE HANGERS AND METHOD OF HANGING TO 8E IN AC ' WITH PA / 5 PIPING fSHALBE PAMPHLET N ACCORDANC SECTION KITH NEPA PAMPHLET NO 1`.I • 1A; SECTION 3 1 _-- h JOINING OF PIPE AND FITTINGS,-THREADED uAND WELDED SHAD \ G,Lv 1 Q AND 13CCORDANCE WITH NFPA FAMPHL^ET NO 13, SECTIONS 3 12 ,� < � 2 . - � 7 OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PLPF°. .� FilZST" Fc�oQ- N 1 FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER P ALL TW RING Of ELECTRICAL DEVICES (IF kE:QUIRED) TO HE PROVIDE LI 9 PAINTING, Of PIPE AND EQUIPMENT (IF REQUIRED) TO HE PROVIDED Ll BY I ' lU FURRING Of PIPE AND EQUIPMENT (IF REQUIRED) TO HE PROVIDEF, I vAT�k' /i��K./ LvlJr/ A'Tn,Rr BY .C2 zLjE�i.B. 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IAT L' Z 3 ' • c I'�• WA ST rAMTR LIC NO SE NT RA 53101 CA ST CONTR LK Nr) 32C'17F — m DESIGNER DATE _ SHEET .106 III III III III III III III I I III III III I I III III III IIIIIII III III III III III IIIfI I ILL III IIIIIII III IIIIIII I I I I IIIII�I III I� I III ILII III► III IIIIIII III III IIIII I .�.•. __ • . ��- .. -^ ' NOTE: I F THIS MICROFILMED 1 11 I I I I I I I I 14 I 1 I I I I I_. 1 L I I I . 4r� _� __�___J_ 1 _._____ 7 I 9 1 b 11 1 ' DRAWING I. �--_� ____-__ S LESS CLEAR THAN -__ --�------.J_ —�- _-�---_-� A J r THIS NOTI,E, IT IS DUE TO THE QUALITY OF THE ORIGINAL I £ $ BZ LZ Z 4Z Z Z Z TZ I $ 6tL>( TTili T9DRAWIIIII ul Illllllll,illlll'�I IIIllllll IIIIIIIIIIIIIIIIIII IIIIIIIII�Iilllllll llllllill IIII�IIII Illllllll IIIIIIIIililll�lll JUNE 29v 1 9 9 0 rl . b Qr _ I I I : 1 , =-0 _ , ,�- `" 'mac -, �. E'.��, 'ti"�c.', r-'/ T 'J •��` �� 0 • 10. 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