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16295 SW 85TH AVENUE-3 •rrn 1�'Ai7 1 i FD. RK, NAIL OVER PATCH IN PAVEMENT 2' OFFSET NAILS WEST AND SOUTH FD. I"I.P, AT SEC.CORN, - N_89°5412p11 E . 264.7.21' P.S.--- - _ i /;j7N MON. BOX__.__-- 14 13 DURHAM ROAD --��- North I/4 Cor. 1 1 --- 1 1 Section 14 - ' 0 N TES: ,n — I. IRON RODS SET ARE 5/8 x 301 LONG WITH A PLASTIC CAP STAMPED 19 i 'IZAROSINSKI-TA-TUNE' 1 L.S. 1349 AND DRIVEN TO GROUND SURFACE. Fd. 5/8"I.R. ----- •---- S.8 0542011W. 620.001----- i>D ------ _. 0 25 1 45''1 --- _ �5.0� -- Set I.R. r __._ � - _ 2. THE BEARING OF THE EAST LINE OF SECTION 14, BETWEEN MONUMENTS - Fd.R.R.S. FOUND WAS TAKEN AS SOUTH TO CONFORM WITH THE RECORDED DEEDS. d one- - c - _ --- - -- - - -- - - - 1 3. ELEVATIONS ARE BASED ON U.S.G.S. DATUM, 1947 ADJUSTED. TAKEN � Cone.Curb .— - _ - - - -- -- - - ,- - _ -- � � I / N FROM U.S.G.S. BENCH MARK ON DURHAM ROAD AT FANO CREEK BRIDGE. 1 _ ELEVATION 132. 2 _ _ � c,'� , �_, Rroposed Easement For Ingress g ® to r\�;.�6'i.t,._ � _ .._� ,� ._.' 5T0RM 4� Egress &1 Utilities C.B, M. I' STORM _ pr-- Extruded Conc Curb _ _ _ of 115 ro� mi' N,890920 1213. 77- -38. I i � I R-20.00 I A:89°5420 I ' I i Concreted I l_- 31.38 Ch=S.4 5008 301E. N vai Q � Sidewalk [C , I � Q OUTSIDE OF WALL - 28.26' °° / 12 G, v) 1 i C.B . ju i� — — 240.00- -._— 3 I PARCEL s' Concrete 1 sidewalk 44 _ I 1 N AREA = 1.361 Acres ' W $ P,�RCEL I E o , (s9,287 S�, Ft. 1 - - ' > W Q 1 moi_._.. - �� ``?:1 i -i V 1 N r Q x AR E A=2.261 Acres $ �•�' ~ �, _ (98,473 S . Ft ) o ', N N m F- SET r.R. / D 1 1 _ 5.89°54'20"W. 225 00 yet I,k. r s ; S' �'Con ate I J 030.00' f r 1 - - S idewolk 1 ' j61 8 t OUTSIDE OF WAL!_ I I 1 i1 � -361'Pine 1 16"Oak 240.00 I o _ AREA= 0.646 Acres a1 t I FAB I f o (28,125 Sq. Ft.) I y I C) I I T �' ___ + ---C-O- 6 son. N.89°S4'20"E - C.`� _ C6 - 7a Aj .0. 1 12' Storm Proposed Utility E 'sm --- M.M. � • ----- � �. _ a_c, _ Y i 10 Walnut �• 10 TO w ---`� 4 -- • —_ - - _ _ w L E G E N D i�:i11-,1 ti 1 I 8 Wa lef \0111 --- _._—. 1 C.B. S. 99°54 20`w 186.06.1' _ -Ti _ t0 H d. I p - 'R - - NOR TM, ;-'i _ fi - ----- EXIST. SAN. O e 1 Ppwe� ' y � 23410 -•0. , 1 Extruded Conc-Curb - - - —320.50 - - -- - 11'^,, ;iP Power �� W. - ` Trans' J59.50'-- .r _— �' Hyd, EXIST ST_ ORM ------ --- ---603.00'------ - - -- — ' -- PP —M/— EXIST. WATER 20" Set I.R•/ Proposed 5' Wide 225.00+ __-- .-' ------- --- N.89054° E. 620.00'- - ---- - - 1 --- ` Powtfline Easement z " i2minut I 1 � 1 Q0 171'Walnut SET I.R, 1 15' 15' 1 NARRATIVE East 1/4 Cor. The East and West lines of this survey were established by Section 14 holding the 1 inch iron pipe at the 11Ortheast corner of Section FID. 1I•R. AT SURFACE RECORD OWNERS 4 arid the 1 inch iron rod at the Southeast corner of the North- east one quarter of Section 14 and holding the West line and the . Fast line as parallel and deed distances from the Section line . F. J SCH EFFLER a C. ROGER WI LL- ETTE The north and South line of this survey was established by holding deed distances South of a parallel with the North line of. Section 1 4 and the Section line was established by holding the 1 inch iron pipe at the section corner and the I' , t, . nail at the Northerly 4 corner . I 1 s REVISIONS ZAROSINSKI- TATONE REGISTEREDZ,, CHANGED DIVISION LINE R.R. 5- 11 - 82 n PROF FSSIt�N �►t_ STORERL/\ CHANGED PARCEL LINES R. R. 5-18- 82 < { 3 A F ) ENGINEERS, INC. .AND SURVEYO, .DD f EASEMENTS J. T 6 -� -8?_ PARCEL Q 373.7 S.E. EIGHTH AVE. PORTLAND OR ., .� COMMUNICATION E. LOCATED IN THE Ne E. M OF SEC@ 14 ^ ; 0Rcti �Jl� 983 - 2 T.2Sj R• I W, ams JULY I , 1 . DRAWN: R.Roymond CHECKED: CHRIS C. ^FISCf,SORN MINOR LAND PARTITION WASHINGTON COUNTY OREGON . N SCALE: I"= 50' DATE: 4 - i9- - � _..•.....r...... ._..... . . ,t I t _.ate .r� :.w ro1.. dp .Y ' +, � . ., �.__ i" M IQ �yT• ��"�i�"'!MM[Kh _ r. - - - - - 1 g,► - _ . i �..� , i i .� 1 i , . � � , I � i.. , � flii NOTE . IF THIS M ICROF I LMED 1 3 4 5 7 _hL_ 10 11 1 DRAWING IS LESS CLEAR 71HAN --- THIS NOTICE , IT IS DUE TO THE QUAL 1 T Y OF T11.1- ORIGINAL 1-01: - ------ - _ ----- - --- - � --- - - ' . — 8L9ZZZZIZLBi i 9 1 r i w 1 owl Y e .tV ,;. I H1C�jll-e�r'E ____ FI N I✓r i 654:;k GS A.r:.9 c81tCRAl, carrn r.t77 ____w_ ----- _ __ �� __.__ ^ _�_. �.�■I� F � ---- fit► `�►' Ceueral Conditions of the Contract for Construction, AIA Form A201 . latest edition. � c / �10 GENl1-0 � V-• \` Y 'T G Utz* LT %VI r.+ I 1. 1 Aese notes set minimum standards for construction. me drawings govern over the general notes and M -7 &CAW ttians to extent shown. i Cot rt and suppliers shall verify all dissensions and conditions or: drawings and in the field and ` n .no x,rchitec_t of any discrepancies prior to proceeding with fabrication and/or installation. 1 1 r rt• ., -oma . ,' y _ I ' Y .�, �r +} `c - 1.3 A .otl'k sk.all be i.n strict compliance with the Oregon Revised, Uniform Building coda, 1979 Edition. G , ►� _ I o '�( and all applizable State and local coders, ILI L I: %1l� EL ��°'.�'�' 1.4 All work slt4ll be provided with temporary support and/(,r bracing prior to ccxapl.etiun f vertical and MIN. 096C- lateral G!J ll(�� lateral lo4:d systems. o • 1.5 Design Losc Crt tecta _ Basic 0-of load (Snow) 25 p.s.f. ? _7 Floor ��.� G-�' /2 A���L�,, /'' ++ ' Floor SO p.s.f. ; ✓ ' L`r li U � Wind 20 p.rs. f. c Seismic 2uRe 1r �. 1.6 All dimen:,-%vnti ndicated are to rough framing or s%r-u;-ture un',ess otherwise indicated. 1.7 Shop drawings ,t,aJ.lae submitt 4 to Architef:t for approval prior to fabrication. Provide three (3) d` copies. --�I ll� hY.>!� PI.PN '"'!• Submit c*reificatto ami guarantees when required under specific sections and furnish a one year labor r1 - '4.bcr a�td materials uatanl-.ee on work in general. s 8 8 I ogITE ► /' �"' "" -' '-- FItJI u� r 1.9 W0i% msh%p shall. conform to the highest standards of the industry and contractors shall maintain experienced ersonni-1 for the specific tasks to beperformed. Q o � P - F �v� ctry�,i I T4;0L JD I oc: 1. 10 Manufacturer and brand names used on the drawings and specifications set le,ael of qualitY• Equal produc i: }.• GJ ZGr-o"oG. may be submitted to .rchitecC for reg^iew. _j Z I 1. 11 Contractors shall provide all_ required peits for thk. r:uperformance oe work. or proper per _ t " I_•A�=a'f-� t.T �fi�/I r1�a 1 A Si'fE WORK t �f' 2. 1. Remove al;. organic rnater-ial_ and topsoil from areas under the building and under paved areas. �j 2.2' Legally dispo_:•. of all E�:c-tvated and/or doeteolished material off of site. 2.3 Fill material s�ct0l consist of a granular material and shatll. be placed in lifts not exceed 8" and congw:t �u to 100 percent (AAM to T-99) under foctinVa and to 952 under paved areas and floor slabs. - 2.4 Base material under slah co be minimum 6" J..syler of 114" sinus compoct.ed crushed rock. YE L C 2.5 Site utilities: obtain a.11 necesesry permits for capping removal and relocation of existing utilities and T*-r �/� f--t �'�" porform work in confnrman.:e with rec_omme� idations of cot regulatury agency involved, ' " 4F7 2.6 Asphal- paving: bise c<•ur:;e minimum 6" thickness of �` minus crus`hed rdck. ;i--nlia l t c ; r�C r _t@ minirr-urn i" thickness applied in single Aggregate re minus. GSW La- CON- RETE _._ MpF'Tf P 3.1 A:.1 concrete work shallbe in conformance with ACI codes, and standards, 3.2 Concrete shall be 3000 p_s.i. at 28 days. Mix shall be 5 sack except qn grade shall be 5S sack, ' 3.3 All veinforcin steel to be ASTM A615 Grade 40 unless otherwise indicated. Fabricate and install �6-== reinforcing stee according to "Manual of Standard Practice for Detailing Reinforced Concrete Structures", ACI Standard 315. Furnish shop drawings. IG%"'LeX)1 Gi'W "S TF•t 4.0 MASONRY 4. 1 Al? work shall conform to Section' 2402 through Section 24.10 of the "Uniform Building Code". 4.2 Brick shall be modular type and installed in a running bond pattern. Submit samples. Mortar joints shall be concave or roiled. � 4.3 Masonry anchors shall be 16 gage sheet steel with 1. 5oz zinc coating spaced as indicated ca the drawings. 5.0 METAL �UIiAiM� Afe� �;�p � -jo�7o 5. 1 See Div, 13.0 for pre--;•ngineered metal building requirements. Z �`•F Z�o 5.2 Metal studs shall be rt5 gaga: steel at all interior partitions and 20 gage steel at exterior walls. 6.0 WOOD 6.1 All lumber species and grades as follo�is: Joists - Douglas Fir - No. 2 Studs - Douglas Fir - stud grade or standard and better Sills, ledgers, plates etc. in contact with concrete - pressure treated Douglas Fir No. 2 6.2 All bolt heads bearing on wood shall be provided with a washer. 6. 3 All nailing per Table 25P of the U.B.C. 6.4 Plywood floor sheathing: standard grade with exterior glue. ra M 1 I I I j 7.0 THERMAL AND MOISTURE PROTECTION � 7.1 Waterproofing s•ha.l.,� be as manufactured by Tremco or Architect approved equal, protection course _ ! I below grade shall be 11" asphalt saturated and coated fiber board 7. 2 Vapor barrier ishall be mil. Polyethylene Film. .013 perm rating. black. Seal a W P 8 t seasrtts, perimeter. - Ex 1'-T!I•�;� I obstructions and penetrations with sealant or tape. 0 r GIJ�'" � � I 7. 3 Thermal insulation shall be foil or vinyl faced fiberglass batty as manufactured by Owens Corning a 0' ` gLx*.E 0 CF-�.ti',4Nr ___ IVB or Architect a ► W ' �;,CtVINra I t. Exl i -1 approved equal and shall. have minfreum R-values as indicated on drawings. -- - JeelUNGT GP•1 1 1 7.4 Sound insulatioi, - hal! he t iberg,ig:Fs Or wool batt roll type ir.s,ulat:iar► axt marnlfactured by Mens Corning W G rhIVEfz -� , �I or Archite;-t approved `,� 0 � �� � ?cr .�• � e y n�9 i -' 1. 5 F�ri7fiTrRIP..1 '�P.i:l! h'::; 1 er',d T-Oi1t ,.inels, tl '.tih.ln ;.,I1•.I Sho'r't ml,t l -- `li'lis1,,1. 1 8.0 GLASS, WINPI NS, RgOINS _ c ,I ( - __ _'47i"d 3r7�•O 8. 1 Exterior :C.,sulatin a assemblies shall be constructed of 2 lights of Y4 tempered safety lass with Q I�l�s� I I _ _i'_ , . .. � ; tc �P+' I_�!INI� _ Q I j All I �,��,GC, I�_plll �" ;1cspa.:a. Out oard light shell be tint.�d bronze. Inboard Light Q`,a1.t �je ��e`a'°�':~ Assembly shall = 1 FEt ;a'P `-Llf`�4' I 3 ►JaGtc� MO -,� I be as manufactured by PPG, 50.F or Architect approved equal. Submit sat oust. A �� �� ,�-S II t -�. I rv.t t f I 8.2 Interior glass shall be It" clear safety sheet urless otherwise noted on drawing&. � 77 -. _-- �� 8.3 Provide all required gaskets, setting blocks and spacers and continuals, uninterupted glazing channels IL _1 1�/i,o I t 8.4 Aluminum window and storefront assemblies shall be "Kawneer" 450 series with Da [ JPA 9 Q 'Z ` � � Dark Bronze.. :Vu. ►0 � H anodized coating. Submit shop drawings. Q Q LT 8.5 Hollow metal interior door and wll�dow frames shall be "Rediframe" as manufactured by Slimfold Mfg. Co. lL i 1 y 1y;R •ire r .� Illrr, 4, . T or Architect approved equal. Q t� ' EG gage per jamb and welded corners. �� l r 8.6 Hollow metal exterior door frames shall be l6 a e with minimum 3 anchors GUCIO 110. ` �-� 1 �G II 0� 1 -. e✓ 8. 7 Aluminium entrance doors shall be Kawneer 190 Series with Dark Bronze, Na. 40 anodized coating. t_ IZ�7 ,_-_mow,_ r -_. -I I � f ;, �l;` 8.8 Hollow metal entrance doors shall be minixmlm 18 gage steel, predrilled with minimum 12 gsge hardware -xl -.'TIE V� •- -_ __ .L �. _ r L I �/�I'1 �I+�II`�C�1 uN17Elti-�..;1•rl1'i _ - '� -- '- "-� �; _ -. -- •-- -- --_ ---. - - t71i i �~, G -1._:, _ _. 1 reinforcing. Submit shop drawings. UTI L. ITl6 - ."t --' - -- -- \_, �� _.-____- _. _,_ r1 Wil_ \ i 0.9 Sectional everhead door shall be insulated steel , flush type, upward actikg sectional nand operato-d as �1manufactured b Crawford Overhead or Architect a roved a ual. H I L114 Y PP q �� ' � i-tg-ri 8. 10 Wood interior doors shall be solid core premium rade rotor cut natural birch face veneer� - - ► Zri - _ ---` g Y - . (stain grade) . rA p w _ _- -- --'S 3D---- �i0 _-. _.. Predrilled. prehung. and prestained with three coats of lacquer. Under cut doors " at locations where -- '� - ��CI�.�TjNes swing is into room with carpeting. 2 EY''1f \S�j --GU3 �.'1Ji A N 5. 11 Finish hardware shall as indicated on hardware schedule. supplied by Architegt. �� Isf)Or"a� _ �..>F'�• l r f p,rt N��-,� , ( = �4.�, �i F1''" w� ,e� , Ar• 'Jtv s(�)• Q 1975 x1-IGJ.G ,A-- 5 HES � 0 FINIS � � U - Woo*. I Gypsum wall board shall he "US Gypsum" or Architect a.pp�-nved equal. Tapi•red edges where paint finish � j 7t� [Lfll ,%i I is indicated. V groove at vinyl. clad IocationIr . Installation shall be in accordance witl, manufacturers -� I'S•',s 'v✓I GE , O LJ1-ILITT' -� �= -- R.-- -- recommendations and US Gypsust Handbo-ak, latest eds.tlon. ►- -:K'4•. 9►.2 Vinyl cladding shall be *bstalled on 48 gypsum board panels to mantufacturers specifications and have - a maximum flame spread ratio of 75 (Class II) . Panals shall be installed with concealed clips ("►taco" i L�-.� �' �" _ . I-14•� � L �st ('1�1.!1F!_ '"ff�-L_` P g p. - or Approved equal) and according to meoufactsrers recommendations. � 9. 3 Ceiling suspension rsysCe_s shall be 2 x 4 exposed "T" as manu(netured by "Donn" or approved equal. Install G�I tj,� G 54 'so' W in accordance with l;.d.#C. Table 47A. ,,Ens• �XI�•?1�-�� _r.KIs�,N;, pf�T�T 9.4 Acoustical ceiling ti.Fea shall be "Arelatron T ELZc,TFIC.rw•- TSL E ^ s. CAK-Tlra g g Type .I-12 or Architect approved equal. VkULT ��� N APPROVED FOR CONSTRUCTION 9. 5 Carpeting - Non-stot(•c (less than 1 k.v.) cotttmercial. grade as selected by Architect. Maximum flame S CITY OF TIGARD - spread - 75 (Class' iI). Installation in accordance with manufacturers recommendation for glue down ` � .! g installation, on chricrete. GY�E eASQ! �Tt~�.Wor> 9.6 Vinyl reinforced tile - "Armstrong" Excelon, 12 12. 3/32" lie or teal. Color and! attern select cd b PERMIT NO. 'I - S 8 q p Y _�[� _ 5 1 __ ADDRESS '8.S � /dot . EiY - - TITLE - ___.DATEQ-Q•�Z, ``-� j •�-.--- > � �`i /► p� -sr ac nooft1i1. SPECIALITIES -_ _- y - - - - ----__ - - _ - -------_ - _ _ - f Nt7TE 3lTE 9.U1� f AN D E�:EMeN r l7�? FfSG' -,..-- 0it'd M INOfF- L.ar<7 P�+p�Tl T 0 r-4 `5U!� t- - Fitt I�r� -Lapp,,, ,�•` Irl 1 i0. ( Toilet accereorld,v shrill be jpobric or equal�as selected I, , �e•nrr ,l crintractor ;i­f ni>rr11v#,,1 liv Ar,'', ' ' �'Y ZP� 'KI- Ti�roNC Ery -IIJE���, It-.IG APPROVED FOR CONSTRUCTION 13.0 SPECIAL CONSTRUCTION . ...... ��°'E b 4- I� -g;: �'r+G' f`��13f� iv-�• OF TIIGARD � � S� ---- -------- _----_._____-•---------___..._.._ ___ . -- ___. - - - - _., ^ . Z CITY f (� ,'fig 13. 1 Preen in metal b d�t_tt air m shall be as manufactured by Ar. antic BuiJilin Type ,'''.'!"c'-H IG 20 FT '�' _.. _- VIL-PI0;lq /71SITE g erred 4i► .. PERMIT NO. ADDRESS_.__ . _ tw a oA ing designation is indicated on drawings. building system anal prow e all primary and sato,odary framing, roof and wall panvls, and ,ll miscr_llaneous fan teners, ;enlants, czlosures, tri:,, e,,,Tl copy 8Y , TITLE:_ DATE anM accessories unler4q ,•thetwise indii••ttod ol, drawings ov specification;:. Submit shop drawn, } Colorn ,ass selected hN• generol c:nntrnct,,i- tend Approv"d by Architect. V _ El NOTE: IF THIS MICROFILMED --L�--�-- I I DRAWING IS LESS CLEAR EA THAN THIS NOTICE, IT IS DUE TO THE QUALITY017 THE ORIGINAL _ _- _ ___ -- �11111 nRAwtrx;. o Z Z 4Z Z L Z IZ L 8L I f l Lt t i ! i fuJJt t BL 1� 4 ►llll III11111111111111 '1111111 III111111 Illllljl Ili� llll 11111111 Illlliil ., !I1 I I ISI li'► i111111111111111111fl��li hil i IIIIIIi111IIIIIIII IIIIIIIIIIIII IIIIIIIII Illllllll�lilll,lllllllllllil IIIIIIIII IIIIIIIII Illlllllllllllrlll . 9 JUNE' 2 � 1990 "wr. 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NG IS LESS CLEAR THAN H THIS NOTICE, IT IS DUE TO THEDRAQU L11-Y OF THE ORIGINAL $ Z L LZ $ �Z Z L Z TIZ Z 6T T ~ T l i ` T i T I T T 8J B + �L 9 Q ► C Z 1 il 11111 I I ' i'iiii i�iilif 1 iinliiii ����li�ii iii ,�►� iiiilliii iii�liii i���l��ill��lllI►1►111111 Iii iiiiliiii iiiiiii JUNE 2 9 19 9 o ti • ry �••... �• ti r r 1, 49 E.A TE N L9 •VI I J r.�-'�rMRwS•;��, �-�- �� � �'F' � ��rA/'� j _ ' _ 1 . Tom`. T-• � I"" < Y.t E?'.I r✓� GC/,1�� I I n 1. ' lI G�"ril.. rJtst, ('"" i •.� � ' ( _ __._ •- , `� 1yL � . ' (y� LL LA 11 r t 1� r'-4GSI101V t74 07i Lf OK t 11 •,,� � I I! ! G ©NPL � � � I ��f;.1 t�*r1�} � _-- - � + C�'�E n� �,� , a--'�� �,�, __. �I/ 7�•' .. ,/".is 1 I ,•T,� , 24''.... l yF Fir-46H SEE F1r-IIG • i � I` i •/ .,.� � •"� ���7 ��rtEnU�,6 I I . _-__.._. ._.--1,ai�ll M�TaLI �`�r-- '�;8�� T►-� U I fr-e1 T lJ Pr,. z,24'SEE F'r�1 - • P�! H +-11 •5 -•1Mp >'=�-• f I�. , / i..4'�,*�7"iw'�t-� ' ; INS°",�'~{'s-t%G'"'�' j •�rr+"T';,, G�Pt� I :'PCI EMVNT) I:ZE FL EG7EC�;' G5I L. 1 ��! .. 1 F7 r� N...................................[ J �l OFT I(i r d y .._--•sir---- ---__..._.. ...•�j ..�. ._ --- -.__.__ ._._....... .__ ..._...__..___ f � . I I � 1� --.,.•r,_�-��;'p� ;-- .— :r f I s�.—,,..— _ �� I�,fJ+-rCM j I�.t`1• TIME ,^Y f r- . .. �, ..•. �^.� �-_ �"'"" P_. _ 3 ,cam.;.:•;.�1��'1' + ?. - 1. H M Ff7wlE- ( F' Q Q t �I :•� u� u, V � 7 7-1i , .r• 5, ,.r , 0 p us 9,-vtle &*toe%* b.*-J c lAr 4111 for S. r �� 1 ZIP �:� IGS I yj�L+',c 2�(�,U FI1 f'PINT !1 cn . .. ���...�_.... .._ ..._...�_.__. ...__ �•,..�-�• ��. EST _ 1 W 11`I .,' u / of�.}• � y � •�� :moi-1'�..►„ +'� 1�� ���Il"�• _i..---.�_.._. ��'�Yl j' ��C L� '� `+ ' ., s. o \/E I F of •TbP ,1 / ,��,cw: �� ,n,'�"!I� rl I f r < I r''i..P'�:'Tly I;kHE-1- IT ti - ,-,�--_-- •`J -�-=-R._,� � � , . , ��1�---.ti. t•-gyp';,-�.,. PILL ' M 1 1. �j' lowI (�•E E �r:+Jt C ``ravN p� `. c:�.N'T T � ' 44 ITyr ., r '•���~°"r�.... ,�`� SLR. ., .�•Y 1 i, �► j '�^'_,. ' . � � .. - �. - w�..�+' AMP+W.� �II1 III III 111 111 111 III I I III LESSiIII lIIir 111 i_II_—11Ii1 � 1111 iIII jIII 111 LII 1I.II� IaIW�bIIS iI_II tIII Ill NOTE: IF THIS MICROFILMED 4 5I i�� 4 O 1 � DRAWII� IS CLEAR THAN THIS NOTICE, IT IS DUE TOTHE QCAIITY OF THE ORIGINAL 61 DRAWIN . Jill Elllllllll ZIlillll�ll ZIlllllllLliZlllllllll ZIIII�II4II Z�Il I lI ZIIIIIIIII IIIIIIIIIIIIIII IIII IllII i IIII Ilf I �I �i(►I11X 111111 Ilillllll IIIIIIl_�8 llilIll II __ _ � 9_ 4 ►_ _ Iililltillil'i IIIIII 'lI II l�l��llul,l wr fir ' 44 7N NE 29 1990 i r • .. Illlllr SN� r I .,• •. r, , ter• r.l.. "' •• �� � a"s ,l, Y lcw! fir, PLUMBINGSPECIFICAT'lONS •— �, ti, 1• THE PLUMBING SYSTEM SRALL BE COMPLETE: AND INSTALLED 1N ACCORDANCE WITH THE V0000, � W -- f1£L�C.r'G,G ' AI-PLICABLL PLUMBING CODf?.i. �� - ExI�� G✓ i Q. t� 2, ALI, SOIL, WASTE AND VENT PIING SHALL BE CAST IRON PIPE AND FITTINGS WITH LEAD AND I i WHITE OAKUM JOINTS BELOW FLOOR SIAB AND HUBLESS CAST 1R(?`• AND FITTING UTILIZING A � i W rJ SLFEVE TYPE COUPLING AND ELASTmE.RIC SEALING SLEEVE WITHIN A STAINLESS STEEL BAND I ABOVE FLOOR. PVC PLASTIC PIPE AND FITTINGS OF DWV WFIGHT MAY BE USED IF PER-mITTED BY CODES AND INSTALLED IN ACCORDANCE WITH MANUFAC'11JRER'S RECOMMENDATION. _j i u i J. ALL VALVES SHALL BE: BRASS WITH GLAND BOXES, NUTS AND SCREWED B014INETS AND RATED tO Z � 'O 1 • '. ,,, i j � I FOR NOT LESS THAN 125# S.W.P. AS MADE BY JI:NKII.IS, CRANE OR EQUAL, \ � m � •N � " W 4. ALL HOT AND COLD WATER PIPING AND FITTINGS SHALL BE INSULATED WITH PRE-FORMED ' flu i � L ARMAFLEX 3/8" THICK.. USE 520 ADHESIVE ON ALL JOINTS. o U14 Lu k4 Q r f•J�l'`�TINC� i w %. FLOUR DRAIN IN TOILET ROOM SHALL BE J(k�AM X30000. FLOOR DRAINS BY EQ[JII'MENT ' (v' »�.N - II � a J ccI�' ' SHALL BE JOSAM #32220. FLOOR DRAINS SHALL BE WITH FLASHING DEVICES WHERE NEEDED. 6, AI.L HOT AND COLD WATER 1 0 6 r• Ips 5'ra� -- ,+u - � ER ABOVE GRADE. SHALL BE TYPE "M" COPPER TUBING, ALL PIPING v, u � ` P7 _ Ex *r UNDER GROUND SHALL BE TYPE "L" SOFT., FITTI?SGS SHALL BE WROUGHT WITH 95/5 SOLDER. Mer 7 . WALL HYDRANT SHALL BE WOODFORD #65. s WlAI E 8. CLEANOUTS SHALL BE PER CODE. 6)' S 9. WA17ER HEATER �Te/TEM NGW_ G -- H ELECTRICAL WATER HEATER SHALL BE AS SPECIFIED ON DRAWING !^R AVAILABLE ELECTRIC �' ---- SERVICE AND U. L. LISTED, PROVIDE: T & P RELIEF VALVE AND PI? I w� _ / E DISCHARGE OUTSIDE. ` - -TG tX157• 10. GAS PIPING SHALL BE BLACK STEEL SCPFDULE 40. CONTRACTOR SHALL I AKE ARRANGEMENT bOO' Ch1 rwt:� WITH GAS COMPANY FOR GAS METER, REGULATOR AND ALL SERVICE PIPING. HE SHALL PAY " FOR THIS PERMIT AND ALL CHI=ES IN CONNECTION THEREWITH. F 11. VENT THROUGH ROOF SHALL BE I-IADE WATER TIGH. . 12. PLITMBING FIXTURES SHALL BE COMPLETE WITH FAUCETS, TRAPS, SUPPLIES AND STOPS, TRIM, ETC, FIXTURES ARE BASED ON AMERICAN STANDARD. PROVIDE STOPS ON ALL FIXTURES. 4D a L I T E U '( 1 IT I E5 PLAN NoTIt G-,ftokvEL. FILL APOVr- IJ'(I�I116S F- 1 WATER CLOSET (REG) FIXTURE 2iO9.395 — -- -- ---- - - — —-- — N FAvEr; ,&jz;/►_;, SEAT 9900-C r• , 2� �� -- - _ _ -- F-2 SINK FIXTURE ESL-2122-B-GR —� "JUST MFG." FAUCET 4200.151 STRAINER 4331.013 F-? LAVATORY (WALL) FIXTURE 0350.025 F FAUCET 2379.156 fir • Lij C l' b f L L 1 N Cr Em F- #j 0 -3/4 L 7� .1 ACM1uN ii I �i uT•4.4 PIA010 ��• w I 4 (D `q I NN 6c N},tiW �10�. �q F1 — ba- • uNptrz cou.,T<� 2 � ) F '� � 4 3�4' 1 wr Ute. 0g g Y F_Z f•� - F-1 Q r�r' 1. 'li' 3 f•' Ll 3 ` ` I I+i1� tip, 3/4,, l ,J GLG H !p M T R 0 L ' cn ej_ ..,­Aj CLCA uj .�. TrIl _ _j 01 4 F ' — I Cool J• 72 R WATER. 0 1 AC _9 A sol i N A E7 V E N T- D I A 0000, •IL 17c _ 1 ►� i 1 yLLWErt To yEWFR V 11 W►Sft mvmm a cuT• of r. G AI, yI AVICL ER To MA ,r• ,4 � L. �� R P � �� , LOP +�.�• r�.•aae�'.,Y^•. .7Ur11MA111i 'i �. ,.r ° - .....�,,,.c ••aII�. * '• low .. Ryen•.•.,. .... �j "7 �III III III III III III III III III III III I I III III III III ISI III Ili III III III III III 11111111 � 11ILIIIIII III I I III I I I�I(IIIV.Ll III i�JII IIIIIIIIIIIII IIIIII (IIII ,++�NOTE: IF THIS MICROFILMED 7 I7 I I I • �.,L.I �+�• f I I I I �r . ' 1 �--�--�--1777 --- - -- --1-- — v - - I DRAWING IS LESS CLEAR THAN THIS NOTICE, 1T 1S DUE TO IIII £I(Illlill ZIIIII1II8II 2lillllllLl ZIIIIIIIII ZIIIIIIIII I�IIIIIIII IIIIIIIII IIIIIIIII Illl—ill-�lTll-lll-lilll I�IIIIIIII IIII�IIiI,�, '�'�_II IIIIIIIII III�IIIIII I-III�II`I ul�i�ll1lll-ll-�ll-►�III-II I�I�-III1II IIIIIIIIIIIIIII-IIfiIgI Il-llllll►1Il�ll►-I I 11 I—I►►►IIITI�I-i—�11�IIII� --I 1,4 -- llTHE QUALITY OF THE ORIGINAL DRAWING. I1l."II„l- r�lull J U l IIIIIIIII Illilll i. 1 i N 29 1990 r I '��''Nt HEATING VEPITI LAYING CONDITIONINGS _. 1 AND AIR PECIFICATIONS CEILING 1. GENERAL. CONDITIONS - CONTRACTOR IS RL:FFRRED TO ALL OTHER DRAWINGS AND SPECIFICATIONS " AIdD SHALL BE RESPONSIBLE FOR ALL APYLICABLI'. PROVISIONS THEREIN, �" *• j---'-- 14 x30 R. A. G R 2. INSTALLATION DETAILS SHALL BE IN ACCORDANCE WITH STATE AND LOCAL CODES AND NFPA " L / STANDARD yOA. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED YERMIT� AND FEES. �, �... 3. DRAWINGS ARE GENERALLY DIAGRAMMATIC AND DU NOT NECESSARILY SHOW EVERY FITTING AND � rl DETAIL. INSTALL DUCTS, EQUIPMENT AND CONTROLS IN A NEAT, WORKMANLIKE MANNER AND �\ ` [" IN ACCORDANCE WITH GOOD PRACTICE FOR A COMPLETE, WORKABLE INS iALLATION. AVOID - c U" I- CONFLICT WITH OTHER WORK, MAKE ADEQUATE; PROVISIONS FOR PREVENTING NOISE AND � -� � VIBRATION. ARRANGE EQUIPMENT INTO THE AVAILABLE ,",PACE IN A MANNER TO . AKE ALL - U � I v � WORKING PARTS ACCESSIBLE FOR MAINTENENCE AND SERVICE. � �, _--'----- RETI,JRM AIF? PLEN,LIM HEAD END, �` 4. OMIT _ z Ful_L WIDTH OF GaRILL.E'S > 14/ 2 ;y TOA !."� f300T ( TYp, V z °e t1i w 5. PROVIDE INTERNAL INSULATION 1/2" THICK ACOUSTIC LINE F{3R FIRST 10'-0" OF ALL a J l� RETURN DUCTWORK FROM UNITS . - � < —1 - 10 ' 6. DUCT SIZES ARE SHOWN AS CLEAR INSIDE DIMENSIONS. WHERE INTERNAL INSULATION IS 4' 'SPIN - IN GOLLAFI Wj LU JUS SCOOP 4 DAr�PE R Y LN, c CALLED FOR, DIMENSIONS SHALL BE INCREASED BY THICKNESS OF INSUTATION. N (T P � � � � NtRI 7 . DUCTWORK - CONSTRUCT SUPPLY, RETURN AND OUTSIDE AIR DUCTS IN ACC JRDANC E WITH SMACNA __� -- F L EX I B L E -- 10/ IU BELOW Q LOW VELOCITY DUCT MANUAL, LATEST EDITION. ALL DUCTS SHALL BE UL CLASS I, 1" THICK / Go N N ELT iOly F.C'� FLOOR ~ '� W Q d at FIBERGLASS DUCTBOARD BY OWENS-CORNING OR EQUAL. WHERE LOCAL CODES PROHIBIT THE USE OF FIBERGLASS DUCTBOARD, CONTRACTOR SHALL CONSTRUCT ALL DUCTS OF SHEF,T METAL BY — �oL I i ARMCO, OR EQUAL, GALVANIZED STREL. MATERIALS, INSTALLATION, ETC. , SHALL BE IN i t CONFORMANCE WITH NFPA PUBLICATION 90A AS MIN. REQUIREMENT. PROVIDE UL APPROVED I II HEAVY GLASS FIBER FABRIC DUCT CONNECTION AT AIR CONDITIONING UNIT DUCT OUTLE'_N ; FABRIC CONNECTIONS SHALL BE AT LEAST 4" LONG AND HAV3; METAL COLLAR AT EACH END; ' !i '� � F L E X ALLOW AT LEAST ONL' INCH SLACK TO ELIMINATE VIBRATION TRANSMISSION. ;TYPICAL FG - - E 8. EXHAUST FANS 0 BE '.DUCTED TO ROOF CAP. DUCT SIZE TO BE NO LESS THAN DUCT CONNECTION ON EXHAUST FAN_ NO INSULATION IS REQUIRED ON EXHAUST DUCT, MAKE INSTALLATION WEATHER TIGHT. FLOOR 9. SPIN-IN TAKE-OFFS TO BE GENFLEDi MODEL SM-1DEI1; OR APPROVED EQUAL. I i 10, FLEXIBLE DUCT TAKE-OFF TO BE GENFLF.X TYPE GSL OR APPROVED EQUAL. 5U P PORT DUCT FROM 11. DIFFUSERS, REGISTERS AND GRILLES - SHALL BE AS SCHEDULED ON THE DRAWINGS TITLIS RAISED 30/14 SIDE - • MODELS NOTED OR EQUALS; FINISH FOR ALI, CEILING LOCATED DIFFUSERS AND GRILLES TO FLOOR I RAISED FLOOR JG�15T (T-rP) 14/ 10 SEE FL . FL. WALL_ R.A. GR. BE BAKED OFF-WHI11. ----- --'-- FOR G O N T 12. EXACT' LOCATION OF ALL CEILING DIFFUSERS TO BE COORDINATED WITH LIGHTING LAYOUT AND REFLECTED CEILING PLAN. F.G •— I-G 1-1 3" Ft,uE Uf' YHRU 1� ROOF 'To WIN DG A P 13. ALL CEILING DIFFUSERS TO BE 4-WAY THROW UNLESS SHOWN Oi13ERWISE ON DRAWINGS. a� ��. _ // ---F- I MDLNT ON R,A• PLEt-4UM 14. PORTIONS OF' DUCTS VISIBLE THROUGH GRILLES AND REGISTERS IN FINISHED AREAS SHALL BE SIr F; Np T E 2Z PAINTED FIAT BLACK. 5 U B - FLOOR \ `-- 12 / 12 DN TO F - I R. A. PL E N U M • i15. ALL REFRIGERANT PIPING TU BE AS PER MANUFAcTURE,R'S RECOMMENDATIONS. ALL SUCTION LINES TO BE 1NSULAII:D WITH 3/4" ARML'1FLEX OR EgUAL OVER THE ENTIRE LENGTH. I=C - I SECTION � TRANS FROM A 10/Iz lti. PROVIDE DEEP SEAL TRAP AT CONDENSATE DRAIN TO AIR CONDITIONING UNITS. CONDENSATE TO A 10/1& FLAT HEAD END ROOM PART PLAN DRAIN FULL SIZE OF DRAIN PAN CONNECTION TO NEAREST FLOOR DRAIN. 3/q �' - �" ON TOP 17 . ELECTRICAL - DISCONNECTS AND/OR BREAKERS, POWER WIRING THRU MOTOR CON'T'ROL DEVICES 1/411 TO ALL MOTORS OR TO JUNCTION BOXES OF FACTORY-WIRED EQUIPMENT ARE PROVIDED UNDER TELE ELECTRICAL DIVISION OF THE WORK. MECHANICAL WORK SHALL INCLUDE CONTROL AND INTERLOCK WIRING REQUIRED FOR PROPER OPERATION OF THE SYSTEM, AND SHALL INCLUDE FURNISHING OF MAGNETIC STARTERS OR CONTACTORS WHERE REQUIRED. 18. CONTRACTOR TO COORDINATE VOLTAGE AND PRASE OF EACH PIECE OF EQUIPMENT WITH ,OFF IG IE ELECTRICAL CONTRACTOR BEFORE ORDERING. _EqL'IPMtENT SCHEDULE _ cY 19. COMPLETION AND TESTS - SHALL INCLUDE LUBRICATION OF ALL EQUIPMENT, AND ADJUSTMENTS _ i0" G Ci 7"cD G D r FOR PROPER OPERATION. ADJUST DAMPERS, REGISTERS AND DIFFUSERS FOR PROPER AIR CU-I AIR COOLED CONDENSING UNIT; 20,800 BTUH TOTAL COOLING CAPACITY, 95 DEGREES :� 350 CFM 15o GFM ©' Gp (TPP. OF 2) 200 GFM DISTRIBUTION. CHECK SYSTEM UNDER ACTUAL OPERATING COIlDITI01V5 AND MAiE ADJUSTMENTS CU-2 Ar'.BIENT TEMPERAT'CRE:. PROVIDE MOTOR-MASTER HEAD PRESSURE CONTROLS, UNIT TO BE BILLING ' TO TEST SYSTEM AS DIRECTED TO DEMONSTRATE AT SPECIFIED CAPACITY. CARRIER MODEL 38TEG24 OR APPROVED EQUAL. END ROOM — n �7 I Z 20. ALL EQUIPMENT SHALL BE STARTED OR STOPPED FROM A 7 DAY TIME CLOCK. A 6-HOUR TIMER CU-3 AIR COOLED CONDENSING- UNIT; 42,500 $TOIL TOTAL COOLING CAPACITY, 95 DEGREES F. _ C .r 81 2 SWITCH SHALL ALLOW OPERATION OF ANY AC UNIT, FROM NORMAL SCHEDULED HOURS. LCX;ATF. AMBIENT 1RMPERATILRI: . PROVIllE MUTORMASTER HEAD PRESSURE CUNTROIS. UNIT TO BF. - „ x� ' 5-HOUR TIMER NEXT TU RESPECTIVE THERMOSTAT. ALL THERMOSTATS SHALL BE OF THE CARRIER MODEL 38TE042 OR APPROVED EQUAL. ,� 5 PGD. _�� W 14/& V KNJ,e `t J AUTOMATIC CHANGEOVER TYPE TO SEQUENCE HEATING OR COOLING. SET POINT RANGE SHALL BE W tsa. ' \ - - ti� . _ F- i .. 10 DEGREES BETWEEN FULL HEATING AND COOLING. ALL THERMOSTAT CONTROL LIMITS SHALL FC- 1 DOWNFLOW FAN COIL UNIT; 20,400 BTUH TOTAL COOLING CAPACITY, 80 DEGREES Fdb/ 7"� 10/10 70 F-Z __.. Iii 4, BE FROM 55 DEGREES F. TO 85 DEGREES F. CONTROL SHALL HAVE THE CAPABILITY OF TERMI_ 67 DEGREES flab ENTERING AIR TEMPERATURE, 800 C.F.M. TOTAL SUPPLY AIR, 50 C.F.M. -- �� � NATING ALI. HEATING AT A TEMPERATURE NO MORE THAN 70 DEGREES F. AND OF TERMINATING OUTSIDE AIR, .5" EXTERNAL STATIC PRESSURE, 1!4 H.P. MOTOR. PROVIDE 1" FILTERS , ti ALL COUL'.NG ATA TEMPERATURE NOT LESS THAN 78 DECREES F. COOLING CONTROL PACKAGE D(LWNFLOW KIT AND DOWNFLOW BASE AND MATCHTNG THERMOSTAT. 24 " 12 12/10 :- UNIT TO BE CARRIER MODEL 40AQ024 OR APPROVED EQUAL. 30 ' 14 SIPS - v EF- I 11 �' GD egi (FC- 1 SERVED BY CU-1) 14/10 R.A. GR• �I 150 GFM Q 21. MAINTENENCE INSTRUCTIONS - EQUIPMENT WHICH REQUIRES PREVENTIVE MAINTENANCE FOR WALL R.A.GR.—a- —F•2 14/14 DGS 3' 0 FLUI- P) �� 0 � EFFICIENT OPERATION SHALL BE FURNISHED WITH COMPLETE NECESSARY MAINTENANCE F- I NATURAL GAS FIRED FURNACE; 25,000 BTUH INPUT, 20,000 BTUH OUTPUT HEATING CAPACITY, LOgP�1' qC INTORMATION. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY STATED AND 700 C.F.M. TOTAL SUPPLY AIR, 50 C.F.M. OUTSIDE AIR, .40" EXTERNAL STATIC PRESSURE, ' 'INCORPORATED ON AN ACCESSIBLE LABEL, WHICH MAY BE LIMITED TO IDENTIFYING BY TITLL 1/6 H.P. MOTOR. PROVIDE 20,800 BTUH TOTAL COOLING CAPACITY AT 80 DEGREES Fdb; FL- I -- 14/ICJ F_2 -"ep GU LjNr,?ERGUT(UC) DOOR AND- PUBLICATION NMIBER, THE OPERATION AND MAINTENANCE MANUAL FOR THAT PARTICULAR 67 DEGREES Fwb. PROVIDE FURNACE Wirfi FILTER RACK, 1" THROWAWAY FILTERS AND F - I 1(,,/14 DN -� 150 CFM Q 'MODEL AND TYPE OF PRODUCT. AT LEAST ONE COPY OF THIS INFORMATION SHALL BE FURNISHED MATCHING THERMOSTAT. MOUNT UNIT ON RETURN AIR PLENUM (SEE NOTE 22) . TO BE 4 G D .r•' ✓ '� OA• DUCT w/ 12/ 12 DN. , '7" 41 5o CFM BY THE MANUFACTURER FOR THE ORIGINAL OWNER UPON REQUEST. GARBLER MODEL 58GS025 FURNACE WITH MODE1. 28VQ024 COOLING COIL OR AYPRGVFD EQUAL. �' �- f3uTTERFLY DAMPER 5 ,0 FLuE 14/6 Z a (F-1 COOLING COIL SERVED BY _CLI-2) UP TNR(..I ROOF TO� 1212 _ 22. AIR CONDITIONING UNITS 1411ERE NOTED SHALL BE MOUNTED ON RETURN AIR PLENUM. PLENUM ` Q RAINGAP NOTE = TO BE FRAMED INTERNALLY WIT'6 ANGLE IRON TO SUPPORT UNIT. ENTIRE PLENUM TO BE F-2 NATURAL GAS FIRED FURNACE; 100,000 BnQi INPUT, 76,000 BTUH OUTPUT HEATING CAPACITY, 4A. 1 �, FP OtilIDE TWO I U K 14 I RAN,(,. � INTERNALLY INSULATED WITH 1/2" THICK ACOUSTIC LINER. 1400 C.F.M. TOTAL SUPPLY AIR, 150 C.F.M. OUTSIDE AIR, .50" EXTERNAL STATIC 1z/ 12- 14/10 I�t 1 SER IG GR.• JDINIP}G THE MEGM /�M. I` PRESSURE, 1/2 H.P. MOTOR. PROVIDE 42, 500 BTVH TOTAL, COOLING CAPACITY AT Y T TO T}-IE 'SERVICE AREA. IN�,TALL w 23. ALL GAS FLUE TO BE TYPE "B" METALBESTOS ORE UAL WITH METALBESTOS TOP ORE UAL. 80 DEG 4 12/IZ GNI". Hi. d5 OME LO`a/ . I N- F- ', f' Q Q 'BEES Fdb/ 67 DEGREES Fwb. PROVIDE FURNACE WITH FILTER RACK, 1" THROWAWAY TERMINATE FLUE MT.NIMUM OF 18" ABOVE ROOF. FILTERS AND MATCHING THERMOSTAT. TO BE CARRIER MODEL 58GSIOO FURNACE WITH ` '� " CODE RH GiU11REMEN?� . MODEL 28VQ042 COOLING COIL OR APPROVED EQUAL. (F-2 COOLING COIL SERVED BY CU-3) HIGH AS PRACTIGAt.� � MAINTAIN MIN, FF<EE AREA (� kF' -- T 010 OF 100 '60. IN. EAe-H UlI- I HORIZONTAL NATURAL GAS FIRED UNIT HEATER; 45,000 BTUH INPUT, 36,000 BMI OUTPUT II�j�' - Z HEATING CAPACITY, 1/30 H.P. FAN MOTOR, 600 C.F.M. , 30' T'HROL,' WITH MATCHING 4" Q+ FLUE uP ?HRU 10" GD W THERMOSTAT. 1JNI i T BE REZNOR MODEL XL--45 OR APPROVED EQUAL. NOTE • J Q ROOF TO w NDCAP 300 GF"M PPk0V IDE e " 41 O. �.. PUGT W/ (TPP OF 2 AIR DISTRIB�JTION SCHEDULE G-ONS/. aL..ITTERFL'r IDAMPF_K FROM EF- 1 CEILING MOUNTED EXHAUST FAN; 80 C.F.M. , . 10" E.XTE:R,%AL STATIC PRESSURE., WIRE T'0 V DESCRIPTION ABB. TITUS MODEL NO. EF-2 LI(,HT SWITCH. To BE: BROAN MODEL b84 WITH ROOF CAP OR APMOVED LQU"L. RUN 4" STORAGE F' - 2 R A. DUG7 uP THF'tU F200F" TO RAINGAF' _j -- ROUND EO(IlAlL5T UIICT' FROM FAN Ol1TIF.T' UP TO R<KIl' CAP. ._.._ a Ceiling Diffuser CP Tr1.S r- "i----I Supply Grille / � ? ) SG 272-FSS N ,' b'• � NOTE = n u:w Ceiling Return Air Grille R.A.Gr. 50-F ,�_._ - �} TRICK GONG. PA17 �? UPUTi-•IRU ROOc TO S PIPF_ FROM - I r• K Si.'ewall Return Air Grille Sidewall 25-RL V✓INDGAF'• R.A.Gr. Door Grille le DC; y CT-700-BF F s � -AJ! HVAC FLOOR PLAN '•Z ... ' N 4 Vq ' 6 am' Wpm 6 s j . ................ .......- ........,....-.. •• .,,..._.w,• , .e,.�+ .fir•• I _ ,� f a - y..... _. -1_� -.r.._ _-................�...,�...•.._..—....�.. .......,..�.....,., ' IIIIIIIIII � II � I IIIIIIIIIIIII� I IIIIIII VIII I IIIIIII IIIIIII VIII + I IIIIIII IIIIIII VIII I IIIIIII � II � I I i � lllll VIII I I � I� ILI�i � � Elil I� IIII ►1,1�� ! I IIIIII ► 1� 1I1 � 1 IIIIIII I� III �°`'• � -.,' -W .:_ 1 NOTE: IF THIS MICROFILMED I I �'LJj�'I I I �• Ca TI lb I 11 ( 1� j DRAWING I5 LESS (,LEAK THAN �- THIS NOTICE, IT 1S DUE TO THE QUALITY OF THE ORIGINAL £ EZ 8Z LZ Z SIZ Z Z Z IZ Z 81 l I LII i 1 1 4;i 7 [ ill l 8 I G -141 9 ► £'aZ - 1 , ►. .• � DRAWING, 1 ILII i Ili . IIIIIII IIIIIII... . �IIIIIIIIIIIIIIIIIIIIIIIIfI I. �III,IIIIIjI � � � u I�IIIIIIIIIII�IIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII,IIIIIII �IIII�I� �� Illill�� �l� lllll,llllllll� . _ UE 9N2 1999 a I . i • � 0 CK ao 2. I'1•JL"'� � IiTI'. �.. - C.�i .�' 11.1 � c. � .) ' Z �E„ Z ! hf �j �} GU►J JtJ I "fN i'v WAt-t_ E�� `ter► i _ J V) _ L �- —-- 2,4 CAI y I Q� It. O O �-to,a O GEN EI:PrrJ k' r%�� r^vel r,l�C''- Fit��•.►i•-.:..H': r,,ACJ - r r vJ E5 c Q " 4-11 /16" SQUARE FLUSI-{ BOX WIT,, 'I MICROPHONE OUT J-DO.., SYMBOLS LEGEND I " E. C. EXTEND TO ABOVE HUNG CEILING. ;.; . . — FLUORESCENT LIC,:'.TING FIXTURE, RECESSED — ELECTRIC MOTOR v • N -- FLUORESCENT LIGHTING FIXTURE, SURFACE. MOUNTED. V° — WALL MOUNTLD 1-I, I. D. FLOOD LIGHT, TYPE AS NOTED. � him - —� -- INCANDESCENT WALL BRACKET -- EXIT SIGN — SINGLE POLE TOGGLE SWITCH - HUBBELL X1221 -I. MOUNT AT D - FLUORESCENT FIXTURE ON EMERGENCY PANEL `.' 42" AFF. O WP — OUTLET TO nE WEATHERPROOF az CJ3 — TI-IRFF-WAY TOGGLE SWITCH, HUBBELL 1{1223-I MOUNTED AT W 42" AFF. JM — MANUAL MOTOR STARTER h' yt — FLUSH MOUNTED DUPLEX RECEPTACLE, 15 AMP, 120 VOLT, EDF -- ELECTRIC DRINKING FOUNTAIN - m 3 ,'IRE. HUBBELL 115262-1. MOUNT AT 18" AFF UNLESS NOTED. AFF — ABOVE FINISIiED FLOOR QUADRAPL,EX RECEPTACLE MOUNTED 13ELOW RAISED FLOOR, c� 20 AMP, 120 VOLT, ' PIIASE, 3 WIRE, 2 HUBBELL 115362-I IN OS Uj,.� 4" SQUARE BOX. •t,, Sa , ' � •— DUPLEX REC.EPTACL,I� MOUNTED BELOW RAISED FLOOR, 20 AMP, NOTES ;r 120 VOLT, 1 PHASE, 3 WIkE. HUBBELL 1!5362-I. ~ S 1 . ALL MECHANICAL I'QUIfML;NT CONNECTIONS AND SIZING ARE f O — JUN(-,TION BOX IN CEILING OR IN WALL. BASED ON THE USE OF "CARRIER" EQUIPMENT. IF A DIFFER_ENr MANUFACT LIR.ER'S EQUIPMENT IS USED, THE ELECTRICAL till!!\ — PANELBOARD: SEE SCI-IEDUI,E. CONTRACTOR SHALL COORDINATE WITH EQUIPMENT AND MAKE ALL REVISIONS AS REQUIRED. " y -- FUSED HEAVY DUTY DISCONNECT SWITCH - NEMA 1 �J ENCLOSURE. SQUARE, "D" 1-LEAVY DUTY. 2. EXTEND 4" SCHEDUEF, 40 PVC CONDUIT TO FLOORSPACE �• `" P.ELOW HEAD-IN-ROOM RAISED LOO �� -- FUSED DISCONNECT SWITCH - NEMA ' 3R' ENCLOSURE, SWITCH w SIZE/POLES/FUSE SIZE/ENCLOSURE. SQUARE "D" 1-IEAVY DUTY. EXTEND 2" CONDUIT UP IN WALL, TO ABOVE HUNG CEILING, •Uj 3. y TURN CONDUIT OUT AND TERMINATE WITH FIBER BUSHING. v \ "'! — FLUSH MOUNTED CUTLET @1 A" AFF. INSTALL "UT" BOX FLUSH cr IN WALL AND EXTEND 1 " F.. C. UP IN WALL TO ABOVE HUNG �, v 4. EXTEND 4 SCHEDULE 90 PVC CONDUIT FROM CON':R(�L ROOM CEILINr TURN CONDUIT OUT AND TERMINATE W/FIBER BUSHING. To TELEPHONE BACKBOARD. STUB TJP u" A.. F. F. ? CONDUIT CONCEALED BELOW RAISED FLOOR. 5, 100.4,v�P, 5FOLE I <<I/ZogV. AUTOMATIC TRANSFER SWITCH ~ WITH AUTOMATIC 1';XER(_:ISER AND ALARM CIRCUIT. FURNISHED ,r •" CONDUIT RUN CONCEALED IN OVERHEAD OR IN WALL. BY OWNER AND INSTALLED AND CONNECTED BY ET.ECT:UCAL r CONTRACTOR. Y �t. --- — CONDUIT CONCEALED IN FLOOR OR WALLS. jj . 4_� -- DENC.rI'ES NUMBER OF CONDUCTORS IN CONDUIT. �S •� 'Ir. '- �F'G.r.-'IJ KF'<S. 'Tf'!*i, ,f �.�"� ., � DENC'I'ES EXPWED GOidn111T. R Gur JOHN H. MATTHEWS & ASSOC. ♦� Consulting Engineers t1�t�PESSIONA! Atlanta Georg i s Warning : This Drawing Shall Not So Used In Whole Or In Parts In Any r" •': AL y P Form Without The Written Consent Of Th* Engineer Whose f Seat Has Been Affixed, "&war— , �^ �"�"'��...:-'"'. ,. _. 1+ � ,. , !4 - � .�,. v „�,�-,._ ' , `,.. o }Y,. '� _. _... __^• ..�-- "M.•.e.+r.•a+w..........1..-r" 1111 ill III III III III III I IIII III III I I IIIIIII ill III III III III I III! III III I I III Illllll III III III III I � � � I � � �� IIS ��,�, � � ! Il�ll Pili III 1111111 III III II111� � "" -a�.-�.mr.r... ._ .. - l NOTE; If PHIS MICROFILMED, DRAWING 15 LESS CLEAR LE THA�� THIS NOTICE,. IT IS DUE TO THE QUALITY Of THE ORIGINAL DRAWING. Z Z LZ 93 4Z Z EyZ Z iZ Z 8� t��hl. IIII (III�IIILIIII�IIII IIII�IIII Illl�lllllilll�llll i I I� I II II II I - Ir�lrlr r I• (,III VIII i �u I g 1 c l� 19 ► t: �z ill1 ►. ► to CO III 111111 IIIII IIIIII I II III IIIIIIIIIII111111111111111r , I, illllllllllllllllllllllllfl it Illtilllll�lllllll►ll►IIII►IIIIIIII►�Il�llllllllllllllrlll�llllll►11111111►IIIIIIIIIIIIIIIIIIIIIIIIIIIII�III►II►IIII�,,�IIII JUNE its' `•?"fM• , 29 1990 w NNW— FIXTURE SCHEDULE r. Tie Manvdacturer & Catalog No. Lamps Volts Description A Lithonia #2GS-440-A12 4-F4o,r i 2/CW/ 1 2 2x,4 Recessed Fluorescent with Acrylic 141 RS/CS Prisr-natic lens, flush steel hinged & W gasketnd door and ever Ery saver ballast and jamps. Z' 2! �A io'e ;3II0/'Z /20ArKT B Lithonia #2GS-240-Al 2 2-F40T 12 CW 120 Same as Type 'A' -'6 (0 z RS/SS C Lithonia #2GS-2U40 -Al Z ? ..F40U/6/c;w 120 Same as Type 'A' except 2, x 2,. re, - 1 40 Z'q SO/1/145 ,Ar ki, E Lithonia #C-Z96 oo 81 Fluorescent strip fixture _with ��neLg .. ..... —F96T8/CW/SS 12o _y saver ballast and I arn C. A. L. OHA75H-ARM-120 I -'i5 watt 1 20 Recessed HID fixture with parabolic ALZAK ZW -z--L 15V/Z./I'5'e'r -Z�la- 11z"e- -2 mercury vapor reflector white trim plug &- damp label.(*1TQ't1f-V deluxe white 4.cl tj 1/t,"e-, G Hubbell # 45 7 1 -100 watt A- 19 120 Keyless porcelain sochet i'V j f1 `� 1 N� ° , �. 1 Hi Tek #TF 400HRA 120 400 watt deluxe 120 • i7oo.4 mounted flood light with brnzket. white mercury Coordinate mounting height w/owner ,s rep. vapor K Hi-Tek #TW-1 00H-1 20 100 watt deluxe 120 Wall mounted prismatic unit with A.LZA. white mercury reflector and prisrnatib glass lens. Mouat vapor @ 81 -61' AFF X Lithonia #ES1 IR Furnished with 120 Back mounted Exit sign with red letters and unit metal stencil face. D Lithonia, #LB220A 2-20 watt 120 21 x 1 ' low profile wraparound fixture w/. fluorescent acrylic diffuser. NOT U-S F-D) L- -• F-- M,4,ir-J LUC, L-Y r-A hl t-L- t-f7t7L-,ii7"-4 4 � rou'A'�: LM 43D 4 4' 4,4 1�,OA t-1.L-C' r-L1J';44 IVe�119L�r el-71 A4, -7 z 15 1-0/1 lei ca Icl LAMP7J-L/,) �•N r-L-X' I716'/2Z7iF'V Ik4-',J V0,6, M L r7 ';;J C;::A4-6 r'iP7 I,- L-,r e"7 gj�� A,--;, A M10)) Ln L-Aee,4r e-,r.2LX-7 v-jt--rtr- pFt:. C4 t/- ,c F<-r*s: 'Z r< C-2, L -15 4 3 I y4� — ! 4 I F, 1 lie IVOA M LO, 1-1 Mrd Pf l L L.-J 1?.WL-r ;.JJ z 0 A.16(M 1 r,4)) :r CL LU T-P W -j Uj L�jlg�ATIAE54 KIT', Z.r"l --,L., &L 'F:" Af JV Aar-f-' 1(2vk, Z'all L M Lr,- � LoPI � (-" < cc 0 W 17!lwL Iry W 100/ N/ -T LILA # '!�9-Sq--b 1;7 7� < L aim ij r-'6- zsv Ile" T-Z LU -j It o -j 4 R G JOHN H. MATTHEWS & ASSOC, + + 7, C Consulting Engineers WFFSMML Atlanta , Georgia Werning , This Drawing Shall Not Be Used In Whole Or In Ports in Any Form Without The Written Consent Of This nglneer Whose goal Mae Been Affixed. 1 dim IIIA I NOTE: IF THIS MICROFILMEn 2 5 DRAWING IS LESS CLEAR THAN 31— THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAI LZ 9Z 9Z 11, III 1111lllllllll L 9 9 ORAW I W;. IIII lllllllll (IIIIIII! Illi�llll IIII�IIII IIII�IiII III I I I lllllllll illilllll IIIIIII IIIIIII 1 J16 III 29 1II (IIII Ill . Ill lull I II 990 JUNE S 1 x' ELEC'T'RICAL SPECIFICATIONS ~� B. Wiring J. Panelboards r (1 ) All wiring shall be installed in electrical metallic tubing (1) Panelboards shall he of the automatic circuit brAaker type, j s V three-phase, four wire, 120/208V, solid Neutral with main 7 ``+ •' or thick wall rigid steel conduit. tJnly U. L. listed � i; A. Description: The' work included in this section shall be to furnish lubricants may be used in pulling the wire. All splices lugs sized for each respective feeder and main bl:,a of tin _ f• and install all material and equipment as required to provide a and joints shall be carefully and securely made to be plated alumi.'-um equal to or greater in capacity that the � ' complete electrical lighting and pc ger stem as shown on the mechanically rutin of the over-current rotect ve devise nerving each o g p i g T eY y and electrically solid with pressure type '� re accompanying Pians and details, and described in these specifications, connections ec 'v complete with insulating caps, Scotch-lok ep tp a panel. Panelboards shall bear JL labels. S U Tha work sh ul include assembling, installing, and connecting all Ideal, Buchanan Scries 2000 or approve(.' equal. (2) Panelboards shall be surface or flush mounted, having a v lighting fixtures, whether furnished by the Contractor or by (2) Branch circuit wir;.ng which supplies more than one fluorescent nunimum width can of 201; with baked-on enamel trim, D[ �r adjustable trim clamps and door with chromium plated > � '� �. r others, providing adequate temporary wiring, providing connections fixture through the wireway of other fixtures shall be rated J p F mR :,. . required for air conditioning, heating and ventilating equipment, for use at 90 C. combination cylinder lock and catch. Provide a typewritten .�. furnishing required disconnect switches for such equipment, (3) B., anch circuit conductors shall not be smaller than No. 12 -directory, under plastic, with all spares marked in pencil. � � 1 a 1 �— 4 ° . and all other wark shown or specified. AWG and where the home run from the center of load exceeds (3) The neutral bus shall utilize set-ecrcws to bond the neutral I 0'0", the conductors from home run outlet to panel shall wire to the neut-ral bus through holes drilled in the neutral bar. © 1 s B. Codes, Permits and Inspections be No. 10 AWG, (4) .All circuit breakers shall be U. L. labeled and shall be thermal (1) The installation shall comply with the regulations of the and magnetic ,molded case type, quick-make and quick-break both latept edition of the National Electrical Code, National C. Conductors on manual and on magnetic operation, and shall be bolted to Safe Code i.ocal Codes and with the requirements of the panel bus. Brea' era shall be of the over-the-center Safety qu (1 ) All conductors shall be copper of 9$% conductivity, 600 volt P a 7 the specifications, insulation. Sizes specified are AWG gauge up to 4/0 and toggle operating type, with the handle going to a position V` N ° (2) The Cortractor shall pay all fees and obtain all permits circular mils above that. Conductors No. 10 and smaller between "ON" and ''OFF" to indicate automatic tripping, required by local and state_ authorities concerning this work. All multi- ole breakers shall be internal common tri ■ shall be solid; No. 8 and larger, stra.nder:. All conductors P P• shall be Type 'THW' wire unless otherwise specified or Breakers shall not be rated at less than 10, 000 RMS symmetrical C. Standards for Material g capacity�am errs interru tin ca acit unless otherwise noted on -the noted. All conductors shall be Anaconda, General Cable, P AlI materials shall be listed by the Underwriters Laboratories, Inc. General Electric, Hatfield, Paratiite. Phelps-.Dodge, Reynolds, drawings, k Triangle, Diamond or Cyprus. (5) All molded case main circuit brrake-n shall be vertically D. Alternate Materials (2' All wire and cable shall be of the same brand and shall be in mounted with t,.- handle up for "ON" and down for "OFF" and . Catalog numbers of devices, fixtures, equipment, etc, , are used the original wrappir:g ?4i.nunum size conductors used shall shall be U. L. approved nor feeding in the bottom and out for case in describing the standard of quality desired. Devices, be No. 12 AWG for .ill applications except where specifically the top. r .fixtures, equipment, etc. , by other manufacturers, performing noted otherwise, the same -functions arid considered equal in quality by the K. Lighting Fixtures Architect will be acceptaLle, D. Outlets (1) All Zuoresccnt ballasts shall be high power factor E. T. (1) Boxes for fixtures and devices shall be securely attached to Class "A" sound rating ballast. Claes "P'', General E. Drawings and Specifications the building construction. Provide plaster rings for all n Electric "Bonus Line" Series, or equal Jefferson or L'-dversal. The wiring layouts are diagrammatic, intended to show the (2) Eaca recessed lighting fixture shall have a trim to match the.• • boxes ,ct in plaster walls or ceilings. Boxes for devices A 0 g locations of outlets, devices, fixtures, and arrangement and in unfinished masonry walls cr stud walls shall be pressed type f ceiling (plaster, grid, exposed panel, etc. ) in w;tiich control of circuits only. Exact locations shall be determined by steel, square corner, sectional switch boxes or sha11 be it IF Being installed, regardless of catalog number. 0 (D Ittetual measurement at the building and/or by reference to the . 4" square box with a square conaered tile wall cover set (3) The Contractor shall be responsible for confirming al; architectural and structural drawings. Where outlets are shown flush with masonry construction. Boxes in concrete ceiling ceiling types before ordering lighting fixtures shipped to.the ;cb. on the drawings as being adjacent and different mounting heights slabs shall bc- octagonal, shallow pressed steel concrete (4) Each lighting fixture recessed. in a plastered ceiling of any ' are specified for each, they shall be mounted one directly over bcxes, type eihall have a plaster frame. Each outlet' for the attachment of lighting fixtures `'P the other, on the center line of the group or on the center line of shall be provided %ith a fixture stud securely anchored to (5) each ', ighting outlet on the drawings is lettered. The letrer ■® the room. the box anri attic}-.ed to the fixture, indicates the type of fixture and the wattage lamp to be (2) All outle" boxes shah. be flush mounted within the wall installed at each outlet. �'. Guarantee regardless of wall construction, uitless they.are specifically shown as being used with exposed conduit, L. The Contractor shall h wish a guarantee in writing that all work Lar_�os executed under this division of the specifications is lees from (3) Outlet boxes shall be as manufactured by ,Appleton, Raco, or (1) Fluorescent lamps shall be pre-heat, rapid start, cool I Steel City, white ,jnless otherwise noted, with a rated life of 18, 000 defects of materials and workmanship for a period of oue year hours at three hours per start. , frorr, date of final acceptance, and that he will, at his own exrense, repair and/or replace any defective work and all other E. Fuses (2) Incandescent lamps shall be innide frosted, extended service w:)rk damaged thereby, w'rzch occurs during the term of this Fuses shall be furnished for each fuse cutout. Cartridge fuses with a rated life of 2, 500 hours. Reflector lamps (R and PAR) warranty. shall be dual clement, non-renewable, Shawmut, Bussman or shall have the bearn type as eaUed for in the lighting fixture approved equal. schedule, and shall have a rated life of 2, 000 hours. 2. MATERIALS AND EXECUTION: M. Support of Lighting Fixtures _ F. Cover Plates -- A. C_mWhereuite (1) Where the switch or device is f (1) All lighting fixtures shall be supported from the building lush mounted, the coverplatea r (1) 'Thick " ..11 and E. M. T. : A,11 conduits and electrical metallic shall be ivory finish. Coverplates shall be vertical unless structure. The Contractor sh.*11 coordinate this requirement tubir,; shall be steel tubing, of standard dimensions, smooth otherwise noted. with the ceiling trades. inside and out and galvanized or sheradized. Connectors (2) Where the switch or device is surface mounted, the (2) Fixtures shall be supported in a manner that will insure the :end couplings for electrical metallic tubing shall be steel coverplates shall be cadmium-plated sheet steel. fixture remaining in a level position. Pendant mounted ,� W body set-screw type. Thick-wa71 conduit shall have threaded fixtures shall have stem eupported by a fixture stud mounted G couplings with locknuts and bushings. Provide an insulated G. Grounding in the outlet box. bualdng at each encs of each conduit run. Thick-wall conduit 1 ` All conduit to motors starters and other electrical equipment (3) Unless otherwise indicated, suspended fluorescent fixtures J ( shall have mounting stems located as per the manufacturer's w ^, shall be used underground or where embedded in concrete wired and connected by the Contractor shall be effectively or for masonry construction. Conduit shall not be smallerand permanently grounded in full accordance with Article recommendations; but in no case shall have less than two (2) than 1 /2" trade size and electrical metallic tubing larger 250, N E. C single sterr;s per unit of chaasia.^ than 4"trade size shall not be used. (2) Carefully and securely ground all fluorescent fixture bodice (2) Plastic Conduit: Triangle Schedule 40 PVC or Carlon rigid to the conduit system. PV-DUIT type 40 may be used for primary and secandary service entrance when encased in 3" concrete on all sides. H. Name Plates O Branch circuit wiring will not be in plastic conduit. An Provide a whitecore hakelite nameplate, black finish'for each w adequately sized ground conductor shall be installed where contactor, discatinect switch, pa-mel, feeder breaker, feeder � plastic conduits are i,sed• switch, etc. Engraved leticr9 shall be 3/8" high. Install nameplate (3) _Flexible Conduit: Flexible conduit shall be single strip, on exterior of surface mounted panels with sheet metal screws. �, Q shall have a bonding jumper installed inside of all flexible Nameplates for all flush mounted panels shall be installed on the 'J conduits and shall be bonded beyond each end of the fle�d.ble Y inside of the panel door with epoxy cement, conchzit to provide ground continuity. (4) PVC Extruded Cover Flexible Conduit: Only PVC extruded I. Electrical Service � cover flexible conduit will be permitted for use in making (1) The electrical scrvicc to the building is. 120/208Y, three up short flexible connection to rotating or vibrating phase, 4-wire, w r P y •. y � machinery or equipment, and shall be used at each of (2) Electric service shall be obtained from the local electric these locations. The flexible conduit at these locations utility comapny hereinafter referred to as electric utility. r ui ( shall be as short as possible, but shall have a minimum (3) Make all arrangements with the electric utility that are g z let[ th of 12 , necessary to complete the electrical service installation. LU (5) Fleadble Steel Conduit (No Covers Fle-dble steel conduit (a) Furnish and install all necessary provisions for -' on u n short flexible connection service and mcterin as required by the electric utility. U shallly be used in making g from outlet boxes to recessed lighting fixtures. The conduit (b) Coordinate service end connections with the Electric at these locations shall be as short as possible, but shally. J l)tility. 1 -J have a minimum length of 48". • h t r Ai_ I , 4., O��►v►.i EFGit'('t�-r�C�l Nc�. I1,4'`l I JOHN H. MATTHEWS & ASSOC. H:C•) • s Consulting Engineers NMI%"At Atlanta , Greorgia Warning; This ©canning Shall Not No Used In Whsle 01 IA ft1ts in Any Fero" Without The Winton Consent Of Tho tNoifwer WhoseiA Has Seen Affixed. ' X u OTR' � "...iW , .. _ / ,�..-�.�,. - r,:.we..,•.,. ....,....... � :a. �..... -._. -.. ....._ -._.- .�_ ___._ - - rYr - �M.�+..�. ....-,rte �...-..mow+..rrr.r�.wrwr..,-... .,.... .ww,Mryrr,f IIIIIIIIIIIIIIIIIIIIIIIIIIillllllllllllllllllllllllllllllllllllllllllllll11111 ,illlllllllllllllll �, � 4�.. i �,i NOTE; IF THIS MICROFILMED I 11 I I I I ( I I I I I I I r I �' I '� I 10 I 11 I 1 4.1'X • _�______� 1 ___ _ 1 _ _ DRAWING IS LESS CLEAR THAN 1 —Ca-L- THIS NOTICE, 1T IS DUE TO _ �. `. THE QUALITY OF THE ORIGINAL -- 1 DRAW tNc, Z Z£�Z 8Z LSZ Z iZ Z 6 Z Z I i l Li �i i [ t;i [ i [ [ 6 K L 8 111iiii�iliiiiiiiiliiiiiiiliiiiiiiiiiiiiiiiiliiiiiiiiliiiii�,iliiii��. JT29 19 9 0 T HEl ♦ i pry. • i�1 • , � �` a .� ,G - - - -__.— ..-- ----...—...__�_..� _�..--._�__._... __.—.,,_.,..r--._,_,___ , �. , ', 1 µ ���A'. ,t 4••�" ,� ..rye, QL+ C11; Wl _WL-j y0-(p C►UT/OUT OF CONCRETE _. -- -~---- 40-4 OUT/OUT OF STEEL 2.0 K 2.O K 3.0 K 1 -2 �c 4 � x 4 N 4 o •I c) C� 2 c6l fo o6l f?to — - co ) OL+LLL ". rlj COL. LINES USED I - RERCTION SCHEMATIC C' / I a I I ,r, fV f1J 7T ! N I I 4 1 W 2 W i F w ; � 3'� �r PLATE„ ELEVATI�N.I w � � o , I i b o � m o '(D,Of.LXX E. T*mU.h � P_A.SrV A4a i , V C-1 i - ..•AMro ,•. "� t '' �' ., Lo lh 41 _v PLoor�L EL,EvATlory t00'-o SHEAR ANGLE AND 011E NO. A X a0 ' - 0 HOOK WA.' rkT I�ivG►�..e cv ,�` EACH ANCHOR BOLT PAIR ' ' No .10 Col-. LINE.` 1 --Z. ► ='a a Ln I NO SHEAR ANGLE Ori TIE RODS RE 'D , TYP -END POST Cao l ) 2 3N FUNDER8 08 AND OVER ,a 2 3 • 'P' s II Z � � HOOKBARS TIF RODS OR R N C H 0 (� LT P L R N ANCHOR BOLT DESIGN OF ANCHOR BOLTS, TIE RODS, HOOK BARS AND SHEAR ANGLE SHEAR ANGLES IS BASED ON THE FOLLOWING ALLOWABLE n C SHE 3'X 3/e'X 84P(MIN) � ;•�` STRENGTH VALUES= 3ox F - 3 000 PSI e28 DAYS CONCRETET" ,.•._.•.•., .I'G RAMS C ORIENTATION FOR REDHEAD ANCHOR BOLT LOCATION FOR F -24,000 P5[ i�00K GARS AND TIE 80115 8'0X8' FRAMED OMINGS, REFERENCE TYPICAL ECTICNS Fy -36,000 PSI ANCHOR BOLTS t SHEAR ANGLES DETAIL ON AP3 DETAIL SHEET. SHEET __. OFAl n t 4 i r RfEHCTIt)N , ARE ROUNDED VRI.UES EKPRES 'N " � HOR — MACE CHK S ONCH- . Fti �� r1_ T SCHEDULL ANG No RlvI ,ION D'�TE ATLF1NT C UIL [lIN(' S7STE'm Ncl. 8� J .J • 5�° � � ' BOLT I L T IN KIPS ( 1000 POUNDS) ``E L T DEI A Q Y ?. REACTIONS SHOWN M11ST BE SATISFIED 6Y RPFM0PRIRTE � N �1 Mf;, Q'IfIN T , T Y S i E LENGTH A E+ ( PRO.) F'I.NN ANCHOR BOLT SETTING FOUNDATION DESIGN. 9972 - - - t 3. END POST RERLTION MAXIMUM VERTICAL DUE TO BUILDING � LOAD 16 . 0 KIP �,v,�,. GC (,� I -6 4 1 -z 1 ; C ?0 5rM1D 5012 X 401 'Ile ,I �_ � C. 4,. 'MUtr t LRT 1 C1NS �• ala ATLflNTIC DOTS NOT f`I.iHNISH SHI'AR ANGLES.' g, �._ f. s _ 5 T ORE CABLE LOO HOOK BAR 7 ' , r � C s �oc,�J / - ! 8 I 1'- I I 5" � '-C� Z'�i �'� TIE gCIDS, OR OTHER F QUNDfiT l C.r` MATERIALS LNHl7R %,, -- --- -__ _.1 � _ -i -� - T IGAFD, OREGON its r �. . �� •'J E L� G A Itil•�-�. I L Z(o r �.: k-�,��IA U. (NOT TSv U _--__ - - - __-_—_ � ��. ,: ;2 HFA N -- ---.._ _ __•! SCALE-IJONE DRAWN µ T JOR NO. mT, 1 REV.- • A15.S �• -- - _- f- OR T 17- R. r ...�, " ... .., .,rrY` a ,rte �....: i:. ... 1 'Oi � �'; r ✓ pr, ` III III III III III III III 1 I III III III •P I I�I III III III III III III III III III III I I III III III I I III III III I L-I I I I1 I�I`I III "III I�Pjl I III III IIIIIII III III IIII�I ,. � �..� . , w V A" 1 � 4I 5I � '"7 I 8 �T h NOTE: 1F THIS MICROFILMED vL`i�_ v`f� �_1 �- �__ DRAW.NG I5 LESS CLEAR MAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL I NG. i± Z 8Z LZ Z 4Z Z Z _ Z iTZ Z 6I L Li I l 1[ --b1i [ - ii� i 8 — B ^L �y - 9 f E Z — I ,. �. ' I --� I1I ' I 1 ILII IIIIIIIII IIIIIIIII IIIIIIIII Illlf ILII IIIIIIIII IIII�I I IIII�IIII IIIIIIIII IIIIIIII�III�IIIIII IIIIIIIII 11►IIIIII ' I► I I�� I►�IIWilli :2 . IIII IIIIIIIIIII t1ut1 III Ill—r IIIIIIIII III111IlIIIIIIIIIIIIIiIIIIiII�IIIIIIi�I IIII�IIII IIIIIIIII Iill�lll� illlrlll UNE 29 �•� : � X0 9 0 ..- Y' e. :J1 '•#• °�� •�'*/'., (: t •' r``• R;: ''r yr L .`^ r � �., i - �.' .. �/..�1W t � _✓ , ,,!„ y R ,,,,��pJ• j\ «� p'� • 1 y ,�,. r ,►.t' 1i� t^ Y,.,j.y��* � .., t.,, 1 ,. , '� � }''L• •V r �� ..'.� •. W'"'A•' � a� r i\ � t+ .Mn.�i... ,yw �M.• i,11„ .. 9 , r_t't�. -�f� �'�'. ,� i. ".!f,., �� �I �� C f't' , Js Y- �+ till LIl ' .. ✓ r ` # k'vl. t M \ ` IT 1`j � �� 4 Y � �+4 ` t � a • M• �ai 4G-4 i f _20-2 U -------- - - ---? — i - - ve I Crrp_ (- 1 f { PZ Pi i b; 4. F _ SIDE R tL NOTE: REFERENCE DETAIL "A" AND DETAIL "S" IN AP3 MAIL SHEET FOR CORNER TRIM DETAIL!/* Ln Iof� LJ 1 20-2 2 LL W/� �� - _ __ fs M GLa 4-8 L-3R�I — L TWA 5 R0\4) � crrn,> Pi 4 ERECTOR NEITEs 1-4 WIND B N6 MARKS SHOWI�t ON FRAMING ✓,�'' PLANS RE�RESENT EXACT CABLE CUT LENGTH . D c ROOF F R R M I N G P L R N REFERENCE ERECTION RAND1300K FOR OVERALL CABLE BRACING AS LENGTH • A ATI RIDGE SPRIER [.00RTfD AT THIRD ROIN7 f'NC1 c[_NTERLiNL dRIENTATION - --"-- "r ERECTOR NOTE: - PLEASE REFER TO THE A .B .S . I . ERECTION HANDBOOK FOR SUGGESTED ERECTING PROCEDURES 1N CON- JUNCTION WITH DRAWINGS . p THE STRUCTURAL COMPONENTS D► THIS TPR MUTE I ;.,• . ` BU;LO I NG ARE DESIGNED t0 MEET SO AL CARE NECOS TO QE TAKEN WHEN �.,�i a 'NEWLLIhc; $TA1Nt,E'S5 5TE L .�►t Ia5 . THE 19119 EDI TJ ON OF SIDE B +EpENCC PAGE 3 ,0"JO pf tREcT 1 ' THE �s,,,ll11t_fit41�1an y� r. , *09NK FOR DRILL SIZE BUILDING CODE AS INPLEMENTED BY R NC NOTE: r ATLANTIC C 8U I LD I N6 SYSTEM'S, INC . CAUTION, 1WRL ALUMINUN ' ATL .IALS ARE PLACED IN CONTACT WITH OR FAS'*�IED TO DIS- - r HL �'E^,Si)RT SCHEDULE --' -- - NO REVISION BADE CHK �� A T' L ALV r C BU ,' ! . THI5 BUILDING I5 DFS ,rGNED 'TQ MEET 1ME'"74 4llILLAR SHALLS. WITH � EXCEPTION OF STAINLESS STEEL OR ='INC, TZ� — -- ---- I r�)r SYSTEMS , I NC . . . . . . . . . . . . DUAN T FOLLONING LOADS IN ACCORF1AN( E WITH THE PROV4AIONS ., TW_A1 THE. CONTACT SURFACE OF THE DISSIMILAR METAL. 111TVIs Ma j�' 1 i s; QESCRIPTION BT RY• OF THE 1974 E O I T I ;1 N (7 F M. H. M. A, RECOMMENDED 'i?E S TG N ,,.�••.•ti,,. '. RACTICES MANUA� AS IM`'f ' MI- NrEO B1' ATLANTIC' R I tLT� CUTTER QOWNSF'OU1S ERECTION DRAWINGS S, A HEAVY BRUSH COAT OF ZINC CI"ATE PRIMER MADE WITH A SYNTHLrTICe I�IL[JING SrSTE... IN. v1j .�,, 4, 070 8 (,) fE y i070�F�PERSONNEL DOOR _ r R �* RESIN VEHICLE. FOLLOUM BY TUG COATS OF ALUMINUM METAL AND MASONRY PAINT, C pAIE 8-O x 8 0 (F tELD LQG J t�F1AMED OPENING _ _ _ U WIND LLIVE OAD eC) PSF ' fl91Z (ORI 2G SCM I D 5012 X 40 COLLATEHAi LOBO ,� PSF i+ A HEAVY BRUCH COAT OF ALKALI—RES;STANT BITUMINOUS PAINT, n ____— — STOREH LAyLE COMMUNICATIONS Ji\AI c__ '����� � -, -;� - tz I -�, ��' . .; coin -- -- — -- __1 . • P ARA TE MA TE'R I A LS WITH A NON-ABRASIVE TAPE Ot SARKET _ � . �___-_*_ F I C'ArI(]N FDR S FiAO ORi Gl)tI A — J TWAPID, OREGON' ell ' `NWS 1 C ��►. Lw'-Igi AI FINR If Als SIfA r PA tF DIlA1NA - —___ _. �._ _ Sl ALE-NONt CIRRWN , I I A] .\A E LIC 8U a THEM VER G '`J F J 8 N(I. 51 T• HEV. GIT `.�� IR �s. AL �J1 C IAL DIII�1N�iilt: uN6 I�VER Cflllt 01tYO� ETIIEFN CO�IFII ___ -- --_ —_- _--__ CH_ECKEO NOT .d'w `. x„:'9,.. - - •:»,w,,. V►,r.y, c;F:MMc•,... .�! � '? < ,.' � _. - .. 4 i WOOD-- I�If'i� I I�ili� i I� III�I IiIII I I�III�I Mir i IiIIIiI IiIIIiI I�III�I IiIII I I�III�I Dill I I�I�� I i � I I i I� i��� I Iill � ii I I�i�I i I�� i � I � i I I�iII�I ISI ISI IiIII�I ISI Ir,,, . .�: a NOTE• IF THIS MICROFILMED- ++ I 1 I I I L� I I I I b 11 I l� DRAWING I,.. LESS CLEAR THAN - THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL S $ $ L$ $ 4Z Z L $ TZ $ 8? I LI T i , [ i 1 ti T 8 9 L 8 Q ► �Illjilllll tii � � � � � � 11� �� iiiiiiiiiii ���� t����,r111iiiiiiiii11111 1 0 99 JUNE29 � �. . — lC -0 -- -- -- 20, 0 15-0 RMI AIA rr 1 7-4 o a - - 1J END D 1 YF'E_ IV AP3 ENDWALL SHEETING NOTE: PLACE FIRST rPANEL TO BE ERECTED 12" FROM OUT OF .S.W. STEEL AND BEGIN SHEET- ING RIGHT TO LEFT IN DESCENDING NUMER- ICAL ORDER. REFERENCE DETAIL "B" ON AP3 DETAIL SHEET FOR SECTION AT CORNER. c-D I>R,I L-C- F 6"�tj A Tb Rcr_tivE: 157-0 ��_; -0 F�F_ 1444 �.._. _ --- — -_�- -_ ____ �1. 14 4 5 I DPCAJ i _� ____ W,� 244 _ -•-_��� _�. N a -- - - �7 N N L1 W END C 11I'E I I I FiE ERENGL NOTE 1 . . . THIS BUILDING I5 DESIGNED TO MEET THE 51 MAUE i_rih F(1i L11wING LOADS IN RCCORDANCC WITH THE PROVISIONS ,-�E Ni NO REV � rRN E)Y F3Y OA1F AIL ANTIC BU I LU I NG SYSTEMS , IN( OF THE 1974 EDI 1113N OF M. 6 - M. H. RECOMMENDED DESIGN PHH0ICE5 MANUAL- AS IMPLrMENIED BY ATLRNTIC �46, 99! � ---- ------ - --_.�__ ___ BUILDING SrSfEMS, INC. �� PSF J / _ .______, __—.___ _-_- ERECTION DRAWINGS �� r j 1, ►i�� WIN ORD PSF ;/" _ _ _ 20 SCMIC 5012 X 40 D L COLLATERAL LORD PSF StORcR CABLE (:OMMUNICPT IONS tl UtiE �N ' 1 <JM{C. `4�e� / - — -- -- TIGRRD, OREG�Jr 6. ';,F:�g� _------—------- -- -. -� - _ --•-____---. __ - SCR4E-NONE: BRAWN �F )p8 N0 . -_--- -. C H E C K S U-a 21 -08147 <,G b R T E zo F "•►+ra � .. � r � - .... _. . - _...rs.._ .,.,..- _•�.� ':J�� - ^��. .. -..__._. --.r.-�..r,—r•.—:.�.-_�...-w.�.� .�wMw+wswr�r.�.-..�,'.•.•-rww.+-.— _ � 1l1 1 �11i � i 111111 1111�19 111111111 - NOTE: IF THIS MICROFILMED J� DRAWING IS LESS CLEAR THAN ��JJ THIS NOTICE, IT 1S DUE TO THE QUALITY OF THE ORIGINAL £ Z sZ LZ Z 4Z Z Z Z T�Z Z RT i Gh9�i L i [ Et T Tl T 8 B� L 18 T9 ► £ Z l ,� �. DRAWING. iiiiuiiliiiiiiiiliiiiiiiiliiiiiiiiliiiiiiiiliiiiii�iliiiiiiiiliiiii�iiliiiiii�iliiiiliiiiliiiiiiiiliiiii�;il►iii�,; '���� i� i � i ��ii� iiili►� i�►���,I��� t J U I, '9 ' 1990N � 29 � ! •w tz I d� . 254- PPNEL _. 4 AT ,-O Z 20-0 OpuNSf'Lll1 S --------' --"'`""- rn ( � DOWNSPOUTS REQUIRED EACH ti-3ie �' S 1 WALL SPACED SUCH AS NOT T N z DRAIN MORE THAN O L I NEAR FE'E� c rn ui� `" OF GUTTER PER DO NSPOUT . acv ' z� CD i W Ic T U 2. ----- I-� CNJ = W CL cc 7-4 CC Q T1�3G=` l � ,� w w U u 7 Z 3' ---a� — j N c� (i FINISHED FLOOR 24-4 CLEAR PURLIN AND GIRT TO FRAME BOLTS 25-0 OUT OF STEEL TOBLDG FLANGE THICKNESS BOt-T SIZE 25-0 I 9/16 OR LESS 112 X 1 1/4 GREATER THAN 9/ 16 1 /2, X 1 3/4 L 50-0 OUT TO OUT OF GIRTS CROSS SECTION I , ' M- UMN LINES 1 -2 SCREW NOTES SPLICE BOLT TRBLE SPLICE NO SIZE DEPTH �dROOF PANEL SIOELAP STITCH SCREWS A 12 - qu X 2e 1 -2�s 4+14 ROOF PANEL TO PURLIN SCREWS _z_- APS APS PANEL CLIP TO P1IALIN SCREW 0 88 Ou X 2s 1 -2115 ' ___ WALL PANEL TO GIRT SCREW C 4 - 0,X 1!b 41 I TRIM c-'. = TRIM ' LINER PANEL TO GIRT SCREW .�' FACADE PANEL _ k►4��; '�?`' �'= RIVETS(TRIM LAPS-TRIM AYTACHMENT/OA SEE ERECTION HANDBOOK) . RIVETS(WALL PANEL SIDELAP STITCH-BLDG 'S. W(Q 3 '-0 1/2 GIRT) W 3 _ ti�v T, , �t►T�svdvE 3Tnt Cl i-,-zup_ 1 RS�r 'Jr'� nDCx'. ' :x_ f • •tri . • t r; 9102 REFER Nlr CE NATE: I . . . . . . . . . . THIS BUILDING IS DE51GNED TO MEET THE }, 1 MAOET HK FOL LOWING L C1AD5 [N ACCORDANCE WITH THE ?ROV [S I ONS, � v___� ,, NO RE V I5I ON H r B'r ATE A T �- A N T I L B U I L G I N r S Y S T E M S . 1 N (' . OF THE 1974 EDITION OF M, B. M• H• RECflMMENDEU DESIGNWa�N'E R�`Y - PHACTICE5 MfINURL AS IMPLEMENTED BT ATLANTIC 991 BUILDING SY`,TEMS. SNC. " LIVE LOAD 1_5 PSF � "�,- ..�" - -- -- --- - _-- - -- - --- - 0055 SECTION WINO LOAD t0 PSF ��' G 20 SCM 1 D 501.2 X 40 COLLATERAL LOHO ♦ PSF - Q�3EGO,N a STOKER CABLE COMMUN I CIRT I ONS ?. SEE, ERECT ION REFERKNCE QRRWINGS LIST FOR ` QCT ADDITIONPL ERECTION INFORMATION. �, . s,'�9 " /' Ty/ _ �•��' " . T1GRRb, OREGON /\A I L ( • -NONE- SCALE . VRRWN;- -_ JOBN0 S HT. 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