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16200 SW PACIFIC HIGHWAY-28 I lt•1/1 27/.0 i .r \ ( .'al JON R. 10UNS ku \ _ %TCI",P4�N� N ► , I, T ATISTICSJOIL�T C.yJl.1S �T POiiTLA q,GREdON _-7 1Ill9*,V1W- E� 71Ni(� Sig�1N. - f+ -t P"t O-'75H TD/ MUNICIPALITY: CITY CF TIGARD w bl u , ZONING: C G, GENERAL COMMERCIAL -. SI 00/ U ✓INE - �c•yT f�5 '�' .15 - - - --1"1L�W G'I.4N�K, G�Kl3 �-I - I ij .G. G�s.J!1.)L■'� SET E3ACKS FRONT 1) P>Y COI's / 1 �` �'� _ STiad�1L?q�D �4GE =IXTLLI(Z I iFTION • = n __y W .- V. f •• / �'-J�U745 V�T1f�. Y SIQF. -0 (20' WHERE ADJACENT TO Flf-:SIDENTIAL ZONE) / ` ,l, (o I i r )f x-- / q�R Ak) I ('�'Q�'"t / ? 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Gl_IP tNtF�{.I �,p DETAILS, NOTES Z NA.I�5 �,, f V LIMI O DEVE�M NT LINE \� 1 ° / \ \ \ ' \ V) * 2 4'1 1 r-- - eOla l��t7 CO}.!.• G°�P - .L �c �.. =1 \ >W - -- (o x la >� Ic'- RSP-.AGK 2. FLOOR PLAN r� M 5 o / a 3. ROOF FRAMING PLAN \ ?A� o.�.-C-Koc.atFi,ll.1. ROOF PLAN t _Q DETAILS FUTURE )a 4. EXTERIOR BUILDING ELEVATIONS /• � .� .r \ \ 1 ; i, rr-------- � �;'^•1-1�.�2.� C�AL.V. �3T P�:l. ON !.�" 3/• C BUILDING AREA � $I � � ��E � ,� EP ,.,,�� . v�.�� / ��,y�� 5. BUILDJNG SECTIONS / 1,834 S.F. / _ ; FAINT CAXAK t•✓/stmt#, � ? WALL SECTIONS / j 4 �N 6. DETAILS 7. ROOM FINISH SCHEDULE DOOR SCHEDULE - / \ '• �--U�IE �'� r'`G ae ,' •SII 8. REFLECTED CEILING PLAN /� -_ / \ - SEG-'I otiI - ___._ ._-• 9.-11 . SPECIFICATIONS / • � �-�.�� \ � ' C01�G �'� - 101 II 0 �, _o i1 . 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TS S� 5 x 5/,� I�I I I (� I SEE IJI�'Tt _ _ _ _ �!_/�IM• �T �� F4(. �.P !NFD, 1 I Q •�h I I�- ri'l�," '10c7 5•F• O �ITi' x�-Gu�ZO'I 441c7t-O'E,W.6v T� Sr��ts/l(o 21- (o'I / II I� II !I `I �I I '� W/G r ✓ o! `�/I l C/� - - --- ------ - C O YF J til T - T -- 2 ` �_ _ A NINt• �•'•I L 'I's'TI•t W I c TM ® ��-�1,�g1_G'r r I' O'r A 4�3-OI'�.w•61v - -� 5K i x /�. �' r E �'° FOtz B�F !NFA ,, - - - - - --- 4 fl !� K�TIo :� �- Q I i m \ >< Cq I-O W Vkla W/�I.L �;EE �M• Ts �� X S�I� '1 .J - u r� \ - - ---- - � 1M• �IM 4 R61NI� C# SFS �IoTE 2 -�- - ------- 7°•%I• -' al I�.ar'•%1" �-_ I � ��) NG• LAIC �' 'SEb I ' le 1 (I /q. " TOP N/ NOTE Co v _._ _ 4-0 VAULT N TES�ETAIL 4/ 1 - _- - - - ---- _r _ �csH�p-c�,F�. s I OI '� 1 T STRUCTURAL NOTES 1. INSTALL MASONRY ANGLE FURNISHED EY MOSLEM I►AAT NUMEEEP - - - -- - - 0•M77177)IN ACCORDANCE WITH DIMENSIONS FURNISHED T Z _-,Q 1 1 �� I -�I Ly J E O� j. c,IME'�N HD'L A-r EA EN;7 O��h�al-� ,�5E 1_;3-/0"4> 2. 71N1Ri.�nl �+p7 A►T Fes• r,�•1D OF MALL I! I �� x Iry A 14• * 7�GI' �,N E. IMPOBOTTOM MA 64-1i2- MINIMUM DIA/2-MINIMUM FROM PIT INF TO �s 1 I' 4 -Q O•G• AT V�IAI.+� �6GT!'�IJ �E'f-r/GF,.+•I �-Io.D LL"W N 5• BOTTOM�f MASONRY ANG LF.AND E2 1:2"41N!MUM OIMENSEOFI FIIOAE �s N 0M L ~ Q �I ^7 N X 1 '-0" A 15. cy ?sF O•G• AT' r�I�Ly. c T1 vty �?WEEEW r u fINIfI+ED FLooM suaFAcE. 'OF Of CAAPET. TILE. AND SO fOMTM, I p I U r I' IJA►' ly /4 O,G pV� L �.Dd� �'� TO BOTTOM Of MASONRY ANGLE MANDATORY If FLOOR COVEMING �- !2 H It:I� LLQ % 51MP5vI.I �10LD GiC�W/IV,cr. 27Fv e 2 A•G• TFI15 vN1�Iu. s�%?i0N � � yTul� , 7 v ,r �) MATERIALS AhE GREATEN THAN 7/P' THICK. CONSULT AACBIEM 15 �' - ' G '�' INSTALsAT1CIN FOR RECOMMEhOATIONS SEE MASONRY DRAB �E� l 3 18 DEE�� -��=•EN6rJ �►�.,�'O. # x E3 - � �.W SnT, I � `T J !. MKOMMfkOfO fn DEPTH Of 2 INCHES BANK SIDE,ANO 2-1,2 J p� IL �� 51 M t-• Q F INCHEf, VAULT SIDE. INCLUOES FLOOR COVERING ;CARPET, TN.E ETC 1 • I - 3 ca�c 5LA8 AT 'iTi.i.GR 2aN Mi 'T BE ' L. tNI/ �' I� D �� rJ/ -# 4K ~` �w. Qv T• CONTRACTOR MUST DETERMINE COVERING THICKNESS AMC DEDUCT .� SAME FROM PIT OEF'TH PIT DEPTH OF 1.618' MINIMUM UNDER BATIK 1�/ �w/ T1 RAI�GE� r-107 TO I;,,T(G� � /GLI AT AN`(' �IN� RooMfLUOACOVERINO Tdf -"r- Cq.IG• ("(WF- -Ly'=17sj'=•�'L 3� ^ .� C AI.:oN(� 'TNG C1AS OF THE TEt,l.E,R F IXTL,1�,$. {. PTT FLUOR MUST It SMOOTH AND LEVEL AND OF SUFFICIENT 1 G`f J I ��, STAEN,TN TO SUPPORT 6,300 POUND LOAD - -�SG E �+OT F-4 I O U r- KI 4. SI,A J P��-r�uT FnR t�EI�'..x� PN�-LI M�►TI c "1•U�E' � I "l-%I! , o B. FOUNDATION BELOW DOOR MASONRY OPEhfraG TO SUMAT/,DOD , �- �:(•I NOTE- 0 0 TFa-�.E FZ uN I T, `1�PY EXACT I�GAT1 ply W/ASI-�,T PoUMOf MINIMUM, S INCH CORBEL TO BE FULL WIDTH os PIT FACE 01 - FOUNOArC1N AND FINISH WAAA.TO BE ON SAME VERTICAL PLANE N OT1: ITP' B. FINISH FLOOR HEIGHT INSIDE VAULT 1i2• HIGHEN THAN OUTS+OE � \ VAULT - 9T�wNt�„EL (1,- STRUCTURAL NOTES TION BOXES , . 2.,,8'1 ANO CONExJR _ 1 DOOR 4ED IN IME - -.--A -- --- - DOOR 0►fNl INSTALLED BY - �--� _ -� _. _ -�- �- 1 I T t _ _._----- -- w ---- -- ---- GENERAL: I U I _11 O `p •. WALL THICKNESS Of 12-2i4'15 STANOA.:O AND INCLUDES INSIDE I� �'j �J ANO OUTSIDE WALL FINISH PILO'!'OE INSIDE RECESS If WALL IS GREAT-1 S[{ O TE 1. Soil pressure assumed to be 2500 PSF D. L. + L. L per L.R. Squier Associates, da ped THAN 11 3/4'CA INSIDE PROJF,;TION IF WALL if LESS Twin 12.3:4" January 30, 19 8 7 . s.e_T!�.,• r,W TO PROVIDE AT HIS EXPENSE FORMS FOR `MOOUCINO ; -� 2. A1.1 footings and slabs on grade to rest on material approved by a Geotechnical Engineer MASONRY OPENINGS ANDILOCK-OUTS AS SHj"ON DRAWINGS, licensed in the StGte of Oregon. Ta .STANOMO CONOFTION!AAE FOR 0111WORCED CONCRETT WALLS AND g00R. PLASTER FINISI. WITHOUT UNING.FOR ALL OTHER CONOI- 3 . Verify all openings in floors on architectural , mr:�:hanical and electrical plans. MAISCONSULTMOSUA,HAMLTQN,OHIO. 4 . Verify and check all dimensions and references, notify architect immediately of �-� :-- 11 ,�,R• 7 ��- -- Iii-10 �4 l7 -7 12 - 1914 7� �''r/4 ��- r discrepancies. -- -. YAULESIOE� /_ t►' __� 5. Design loads: 25 PSF snow Load (Basic) : Wind per U.B.C. - 1985 , Seismic per U. -" . C. `-� ? -_ Zone 2 . I ,• , J(TERIOR 6. No excavation shall be made below any footing closer than a onF, to one slope to the , PERSPECTIVE SHOWING I � bottom of same, unless approved by e licensed geotechnical enc;ir.eer. FINISHED MASONRY OPENING 12 1T17F - 7 . Backfill all pipe trench excavatio'1s below footings with lean concrete to bottom of • III FOUNDATION . PLAN footing. -- 8. Where reference is made to ASTM, AISC, ACI or other standards and specifications, the Q {11 n1a' OMIT' 1/ � i ( _ OI N FERIA L S I. 1.1 R' G latest revision or adoption is intended unless specifically designated otherwise. � _ �- _ �- � w s x 2 Gif.�l CONCRETE: I I NOTE: // 6 ANY ATTACHMENTS TO WAILS r �.1 ADJACENT TO VAULT LAND MUST I II 1. The ACI Standard SpeE,i::.r:ati ons for structural concrete for buildings ACI-301 shall be I motif � � � CLEAR ARCHITRAVE STANDARD ARCHITRAVE SHOWN ON THIS +�, J s I�`n S< DRAWING FOR DELUXE ARCHITRAVE K 'J x �• ' - II 'I 11 II followed except ite.ns specifically stated otherwise in the project specifications. A 7 F �� ;I a 2 X1(o •��i �.fP ra/BC� x ! -p - a CC SEE FORM ID �.S• �OU+ I II �2 PLYwv �t.D�. copy of this standard shall be ready for reference on the ob. CONDUIT PLAN VIEW _ i 7 ! FROM AURA � _ N - 3 I I 1 �"1.P1 1L � -0 nEi. � P/�f�• r I� 2. All concrete dimensions shown on the structural plans are net dimensions. rRM CDXNEET ,{., r--Ih,�,.lv�IT _ FIT • F�� . _ „ (�. ( G 3 . Stone concrete to be fc ' - 300o psi at 28 days per Section 2604 , 1985 U.B.C. 0 rLX7 2s u - _ TO Iow.I-rt _ _ _ �?- #�� 12 a G• .�PAGE� 4,< X I& � � z ,I I/2" CONDUIT TO IN HOLT ILA • - �r-�.-�_ '9U1��'1 - A tt , -- 11 ., c JJ POINT 1 SUPPLY EON AU ODOISI T• • I - �G � O REINFORCING: r L' �' --- o 0 o I'1' �. �. r G Vb� Vd MASONRY!I, _ l �j I �tI �' I 0 TotIEIDU11 - IAII ANGLE --P!•C•T _ II ^I T ' �� 0 f C� I I. Gam, #� �� 1 "T`(f' I Y �.L� OPTIONAL , YF NT IF of D I w,l -I11 GF�F1 T, / '1 Gam•C; ' 1/4!�i 1✓ 1. All reinforcing steel. to be ASTM AG15 60, 000 psi yield point. ` MASONRY OPENING FORM ••oTEE L y�f, '� Z G 'EYP 2. Unless noted otherwise set main reinforcing steel 2" from forms for columns or ' 2 _ � G,r l - - I O F MawI+TME1t hM SI.two'Awt L,Ibslor @PW 4 ' l • 1.1:2" -.--- ` . II surfaces exposed to weather, 3 for footings and other concrete poured against earth. W11111 cam"soiiOtwo soMeca•daWeIN VAULT SIDE 1 f � �, '' � � I-`II �-� �; �I r=�¢. � .. Ir Arplr it•tlr.n cwltr LIRE al h.ISAEI Nass., 1{-1/E•• 4 �' i G W. Q r}_ �. ,. • _ u 3 . Reinforce all footings, col•.imns and walls as shown. V ' 771" - 111r• \ - 1 - >NW - - i 1 ♦ O'+ _ W O .I LIST Of MATERIALS ' ' B4°-I R" "�1 I I - O STEEL: I I C_� I - 1 REFI OCSCNIPiION QTY 1. All structural steel AST F = 36 0 , 1` 314"t12' a41"PLYWOOD 1 ; '' M A36, y 00 psi. Detail, fabricate and weld to AISC �- -- -� SpeClflCatlOr]S. I r 13, "tu"tU"Pln000 2 i � • � - •' • •- �- _ o FLooN IfQIDE vnuLi � M.O. HEAD DETAIL 2 . Install secondary structural members around openings in floor after primary structure r 1,1111191110FLOORLEVEL 2 _STD.2 t 1 t TS-1?' 2 � •••,. I OUTSIDE YAUIi � .mt t � a_'• '• v.• 't,• I �- - -FLOOR OUTSIDE VAULT -FINISMED FLOOR LEVEE - 1-- 1S erected. 1 STD.2tIrIT" [ INSIDE VAULT 4. All tube columns conform _ ____ _�` - shall c rm to ASTM A500, Grade B, Fy 46 KSI. S MASONRY ANGLE IFN,. .Pedl E --------------- ' - --°"-"'"`""""."11t . Is�e•MIN ' . II r'Z I ON�- 613/4'1 1{-la'•x u' PLYWOOD 2 V RTICAL' L IUD swC5 @ /AUL I -rat W FRONT ELEVATION ECTION INSUL.'r P. VAULT SPECIFICATIONS • �/�, � �Ic� "r�N�►J1 1 INSTALLFP F-r 1 I'f• l�Rlr� CI..EG. _ �_'ao T �9 F007N O Vault to have walls , ceiling and floor of 2•e.infurced concrete _ _ � ��IG� at least 1.2 inches in thickness which will develop an ultimate i 11 _ I 1-� compression strength of at least 3 , 000 pounds per square inch N•T•�• INSTALLATI04 rzzpJ lll-S Vv --"AkN� I I confirmed by tests . The concrete is reinforced by three grids of #5 (5/8" diameter) deformed steel bars located in horizontal dnd 5/t► � X1 -O4.IA- N !O �-IC.K - �9!,vVIOG y E r � A•�•� �=-�"rDLc, r vertical roes in each direction to form 5rids not m.�-e than four TA pow / H IZ. MAso! 12'� 'YETI 'r0 1 I � TS'- �L-• � R� D r3Y i cel-j�� Ti- Sl_P inches on center . Each grid is staggered in each direction and - �' --4X�XIG �IzIG� V�,IEER �, separated at least three inches on center . I�/1,11 LI'I/�i" A1AP11I�'u.2�}IIRG� E.'�� FOUNDATION PLAN I -- - *`� j DETAILS NOTES Conduits into vault must not: exceed 1 1/2" in diameter . � � I n - -�axrdXS�f(. 'f5, COQ. �' � Conduits must not penetrate strai.^,ht through vault wall or .eiling - WA• !2FI1J(y - ---- - --- _ ��dQf� but .,ust have at least one bend . Separate conduits for alarm, C.L(s• •• 0 --1�.--- __ • Z lI power , and telephone terminate on the wall in the inner. vault . I 11''��. The concrete ceiling -ivight in the vault is 8 'b" with dropped J -- - • �°`I MITq'-1 ' �U N ceiling height of es . _� �.I(� I ' REVISION_S � � Rough opening details for vault dour and vault ventilator _ �; Tit, t�h ' j _ ' - / 3�'F -�' A'�' v- ST L -(IO J IW'i4E' ckr - II� x 1, II KEYED ' fEa cor1 /_. �: [J o will be furnished later . Installation by ICY others . Grouting of �� j c- VYF. P I-IvLES DIG. 1 _ I • �.,,_ ,i - _ Fjq c �tJC- F 1 St�•t� rough opening and finishing by contractor . �f �-�y 1► _- _ i I �.� / -- L I O,c- , NIGHT UEPUSITORY - ' _ ..�, _ N rI I • I q`� 4- PON _. - -1 1 IE I 411Tt1 The night depository chest and chute is i (stalled and wire '-"- fi ^�N ��Al_<'•r�T wrapped for alarm by others . Contractor to enclose chest and ?► !ZIT I I 1 I F'roeCt 'V�rrlher chute with 6 inches of coneret! on all sides up to the night o • • _ 25-2 • • • _ rl I depository head and even with the face of the safe door . 'r r"`""'"• Date =. * ♦ L - '1L -� _ r-"-'�'- • • • �} - •� 2-G a.W, ' L 4/15/88 FZEJNFoR�I✓IENIt 00 T- 5E la PERI 1F ,9.rZ- S9.E I2 *- � © 1 SAW-CUT r to E c.�l; EJcr �aol�� j �E I �E •. _. . .. •` ✓� I J% I * y&15 r AhI y, '?�%�` r��- �IFl� l'rNe71 F,-l�I'. I�T F_r•- �f V,4ULT L-A, - - VIAuLT �L.A�3 I -0_ OT'I��iC� .SDIhl 'f' DSTG I .5 I I I S 11,011 - --- T. ............ � I'v:/y1slr -.^ •---_ Qp,y,A.N"NRMMNMwI+rliwnwlwr....:.° . ' I I I�I I I I I I I I I I ' I I I I I I i l l l l l l I I I L I I(I I L I I( I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ! I I i I I 1 I 1 I 1 � I I I I I I I I I I I I ►I I I I I I I I I I !I 1 I i 'i I I I I I I I I I I I I 1 I !I !� I I i I I(J L�I ! 1 I I I I 1 I I I I I I I I I i I I I I I I V I I I I �,.'-r�BNIrwRN.'•-••------... --.--. .-. -•--.-... ..:'..__..,..�1►„•.,...,»I+...��-'.... bt }. I 1.�j +►. 4 1 , ' D;JTE: IF 1.. 5 MICROFILMED 4� _--� -- -- - I DRA1dING IS LESS CLEAR THAN THIS NOTICE: IT I5 DUE TO _ 7 THE QUALITY OF TM ORIGINAL __'--- DRAW I NG. l Z I Z i L Z 6 I �I L IL Z I ,1 IA ' '; ''II 1111 ! L 111 I ill . iillllllllll Iii Iii ILII I VIII IIIIIIIIHiIJI� 1 IIIIIIIII IIIIIIIII1111.1111I1 llllll.11llllll IIIIIIIII�II IIIIIIIIIIIIIII IIIIiIIIIIIUIIIIIIIIIIIIIII IIII�III , '. .. . � • I A . UNE 191990 .� .gid :.._� . :N�NNFxceEBIE; _•- r„r�., ,:_. . 13 of u I 1 1 r I I I �I _ _ ---- ' N R. lLIRGEN. C-•', f. 2 , <. Or, _ W141, rMl TOILET CCS _ -- ! _ � � Ravi N • � 10� [4107 L- - - - - -- - ,- O r tr73ii PTD - PI i -- I I �wM Fi NISri�7 CONFERENCE j C wxG vNI,A x vJ i•f w,w.F P4- W-H• MpuNTiA + O I2 108 �r � I I ON (,REIN- FILL V oN Mi +Pi'•d'A. .F - P4 1 v I � s i sT�.LEER w; J�� i C�� N 1"ii..aN TR12 Pj�t�G�-IIT v. i I -- .. C ,j (1 ILI PLATFORM .� E c� C4 kn c1 � VAULT - 1 rl_i-G,r - I 111 l 14 Q ch a O MFILE/A.T.M. I Nr. I m4 - t I ,b--a-2M I I 000 _ lJ0'' - - - - - -�• - - -- ,� - '- -- � .,I 4t- FO i /%y�� ELGG. ccNn u T d L , N r � 2• �-- -- I VVISM r 01 I t fi - - - -� I {1 D I I - L-JI I� OF �f`I T F},tEUMATIL TUP' ' TR " - - - , .} y; - - ---_I I I I--- - - I �4 - IP*�7 �:,\ -- - -- - -- - S�A9► 44 - - RR _ - - - I v W I N I LOBBY �1Ft1LP VI>uAV f4 4TO- -- TF-ULALR I T N I.G• L'�cJ I Q �E G tY T�rz L�Nlrr Z Ir,faTlc; TU6E I F�.= I(o<v.vl , - coFt~ sol NT-TYP, 0 � IIL �Jj I 6tiWA�W (N.i,G.) I I f�i..ANTaFZ. - a I I � W l I V m Z O — 4--J �� - - I ` I I .. NI(,HT I I O >- O oc w a 1 77 -- — — — - -- PLAN T><IC �- - -- ----- - _ — F- 3 �-__ nANnlc�r' �►MP • 111�bi -__ !� Ilol-O'� 2 OI 10' QII I �I ' I II i II -- - - _ - 2• Co-o 2 v _ -- - -- ---- -- -- ---- FLOOR PLAN GENERAL NOTES 7 Insurat;cn: Roof - R-19 FLOOR PLAN L!';GEI�iD Walls - R-11 - ND ►T N PERM I �F I ---- -- --- .T — — !REVISIONS Foundation - 24"Wide R-11 Rigid Insulation �� I��}'i1= ( '_PI � pd�x Di.ITi,i~T Perimeter Floor Slab — — 4-F'l•ExouT�T � �+-Zo-B� 1. The drawings ir,jicate location, dimensions, reference, and typical details of cu+,struction 8. C.F.C.I. = Contractor Furnished/Contractor Installed } ,4.-F1.6X �� rayl Ti.ET The drawings do no► indicate every condition. Work not particularly detailed shall be of WALL T�,FpES �1� N� �t�T construction similar to parts that are detailed. 9 O.F.C.I. = Owner Furnished/Contractor Installed — 2K4 5TUt Imo' o.G. In�/��/� , GrP* 0117, E�T1a Sit,':S, �v�� n,46,r.:NAL, (v_ J �t��°H(N6 FI.A. oUTL-k:T 2 Do not scale drawings. 10. Partition dimensions are given to the centerline of stud unless otherwise rioted. kAG}N(> Tp T p, _ i - 9 W. it �+ Q � CtG, ------ 2�st �TUD5 IG G� '�/5%L^ 6;1' D, �-H sir5StF-I I STT ''NSuL.AT '7N. :) �,I,C,R►�1 sl'�rEM JUNG'TIDN r�n:�; ALS ►' F>'L 'fes WIND�^l F'�tp�C. 3 Figured dimensions take precedence over sealed drawings. Where discrepancies occur, 1 t. Door opening locations are dimensioned to rough masonry opEr,'-tg See Door Schedu!( — E�CT4+�� B• Gi SNF � ^E T? ('�-jTT�M 0� RGi.PP� D�r� r,g �� ! 5 t^-,at.,p �r they sha!I be reported to the architect for resolution. numbers applying to each door. - CONNF.(. D To ( THAI,. ZXiUfZI � ia►ATTiNSil�r-''�pN TD yq -�, IC'� D��(,C�:��►.I�FWnI►'ga—I: T(JPG'G WA�•�.. - 'i T( ,Al,�k�l F-ANEI. } roost Nitmitcr �'ST�M. � AHp 87-25-2 -- 2- � r!A i.L � � 1 l„A��S `�> �tYF�'�c' (fir �. ✓�1. U N n ERF+tlx�12 " - 't�1.a I T Date ' 4. Detailed drawings and larger scale drawings take precedence over smaller scale drawings 12. -- --- H �" G�'•I� 'v� �= rl�E ��. ti . 2 - e .�� ?T 51C' �� r �� GF�Il�ING 0v%r ,iIT SY5TEiA t0)rFLJE.D ANOIN57AL.Leo F?,y 4/15/88 5. Masonry dimensions are given to face of masonry and rough openings. Coordinate all work shown on drawings with site — , , CON-r 1�C,T4� . p�'i�✓) `51�0'5!0 cA�%,I E0 AND Improvement drawings dated April 1987 & adjacent buildings by others as required I`Z 1H� WNC.CE'S ✓IAL-+ v'41 I'� �Tvl'5 a IG O.G, � 5/�1 i3• I NSTALL.E P i?�`f OwNSr''Z. �j c�� 41.IT1.&'I" L.I.I+I.C.z f 6. Walls: Ext. 2x6 CN .6"O.C. (UNOr - Int. 2x4 L) 16 O.C. (UNO) 13. Where no material notes occur, the material indication st ill indicate material types and J �� C0hAFPL4 TG-9 0 TLET.- A� C,C�Mr-1)TSrZ P0TL•r,-TS To l;11- Plumbing - 2x6 Plates items. 0ONNECT�p TO 7*L . r'Ahl6L, F-r UNf .F tl.�JR w/2x4 Flat Stud;,& Blocking ;P►4OUIT S'fSM , OWTI.�Tb AND (VNC�W IT TA K , Plant On- 2x6 Studs 14. Landscape drawings are not included with this submittal. C.•�S. c.. I , GOP•{I�,I IT? s��'�Tt;� Tp Q i� .1UNGTIrpN �� L IL�INAIT%D EXT. 5!�. � SH't �{- FSR `�IG�.I Ld_A''OhJS )' GENT� JL4NC T-ON FOX IN r5546iW �A ...� ., ..... y �" fi .` 1 ... r ._ - !,�) +._ :. irwnrr��Iw.wM.Rw��►..�':., 'N..-...r.�...� 1 ' tl III Il !illll � ll III Ill III ill III III III I I III III III Ill III III III III Ill 111 III I I Ill III III III Ili III III ! I �I ' ' Il� ll ' Ill i�,l lil ' Il�;t IIII II! IIIIIII IIIIIII lull I _- - _. ,►--_ .:. _ ".. .. 4 MUM � �I � I 11 I I 1� NOTE: IF 0I.IF MICROFILMED EA _ --—_-_J`_ _.1.-----__-____L._-----------_-_ ---- ..----I DRAWING IS I.F�S CLEAR THAN L--------- . 1 ..-.------_-_- l__- -j-� II Y AN --L�� THIS NOTICE, IT IS DUc TO THE QUALITY Or THE ORIGINAL - - - ---T — -- - -- ^--- - --1 - - - - — — DRAwIW,. 8 Z 7. LZ b 4Z Z .Z Z iZ Z 6I i Li i l i i i til i Td IIII lllllilll IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII Illllllll Illlliill IIIIIIIII lilIIIII! IIIIIIIII IIIIIIIII IIIIIIIII.. '�'I I IIIIIIII�II IIIItf1 III II I I �I I ' ► II .rl�,l I Illlill IIIIIIiN lJll 1 I llll.11llllllll II I I IIIIIIIIIIIIIII Illllllll IIII Illl.,,rll,lllul I �I ! IIII 1111111 IIIIIIIII IIIIIIIII hill Ill IIII I. JUNE 1 �, Q M00 iw*- 116471 � B - - r'" - � r_ -r""" >�' �INISrIE� NIEIA,.RGyFIr•;b � 7 01 � 7 I - tip _ , Toy r� + c ►2Y� �f+- . 1►'AAt 0 — - ---- —- - -- I / F1 6jr-o,AN0FA(,TL)RW TR,Jr}j- IL _ _ ) ( 2 3 ! 4 .) ? JON R. JURGFNS cK / ( (. . 7 l �U -- - I-' 1 _ PORI D,OkE WIMP It = `-� - ,04' pcoo ry 41 � �� q ♦,,, O _o W all 10' C1t I , _ I KLI I A611;,T•NP RMFIAI& r E PaD i a� l�lt0•-MI�aDtJI�Y 'S i•1�►ND iIM -- _ tom- � T-PP HVAC. UNIT teNII.T-up hE 4(2 INC2 resQ. I �W b0 N/M ✓60N712-ALr,7lz C� If= 1-0111 — L _ J Ctl,, oR TRIPI-E011 N � I � w O rIVVIpE FMIT V- c� �4 ter' 61W T --- A � � FIS I Nd I ;AI � 4*T, 1E A:. 2,� NA1l.EsR /P,�{s�EI,kJO s r71►J(� I $* N T r•' I b FIZE H N!SH C;D M t<'I A Ff N cL - 41 _ � N RG+aI= r IJ I S rt \,5 c, w --� �o 1 FAtT'F.�J E FS Fr-E-F1 N K.H E D �ETA L- -� Q I RAJ 1%46PnZW46 M o I w S-He^ F 1`9r`& 1!:lpr15T" 1 0,G. I - l7°` &14VAN 17.Z 0 t*i S ET M eTA; COI"'NC7 1-4/112 LOA. C. T. q,p JFZ,�+( 9 l - - M E �' TA. F i RCO 40*r6 M * C 1 r4r- lk/41 N`IC. ( dq �4x Ico E>9XoK• VENEER60 'I- - 'rO.PL D _ - � AzE MAN�FA`:►TNRED - - \�, - . �--/ �_'I_ o„ I � � _ Tfiu`�5E�5 _ • ! — -- ti META;. FL.*H!N&rv�,MATCH I 5� � 1 ��-FIN( NwT Imo. CDP! 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FL�H INb Tom- J C InIAI-l. I�I1N.(�I� sIM I i I A I 0 IL-� N _ MATERIAL I j _-- - �E,FINISHEt7 ►��'T�� -_1 - i f COUNTEAF,-�Hl Nb FANE.1. _ -- - - - - - - - - - -��ET I l� ��vGU 7 fZ�I NCQ y'(STEM � / ?�I IN T, 5E�1. Top ► I I l' W/�TvMi�•1 IrltEd�t, GL1r"(E� P1�1NI5H60 ME.TA1- �I�o Fr-ar.�FI NCa s`(`�TbM ',` �, I l- f A(09 R T. F A K& ft '�- �� 5 M w°No I I � � � . . II 1 ,-- I - - ----- - �j -�✓C7 .r I I ',� I �D c.�T P�YrID 'f x t : 5� I l� 'O -- - - --- --- _ - — -- - - _ - ,/9Xly�is -T f ia� l_ - - S - - -- 46 I � $ c ----w rsH /M_ y� ,X V F, �j _ / IROOF FRAMING PLAN �I •i1� 8 16) � 6 Tv, AjG U�- - 1 +, \ l ('l-YEN - ME•NMN U F^TuR4`D Titurp-051 �'vv�- W4IN P�srIG G MTI ' �° I ' Al 1`/z - AT s�sa ��► - aY QRS j ROOF PLAN 574 i � / I / _ 11 'Q.�• I _ DETAILS �. ci�wEL � - � I � , � � r. HEVIS!01�3 L_ T IC U� @ -- - 4,G. �X r I/a�� I u FIS Oro --�- �� QUI f l A'� — / eoT-' SIPE75 Or POLT IN JL.- � 1 ,/ �b1�L�'• .� I /ti - I -o � - _ _ - _ -- - -T. 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ALARM CAtINET � � I y _ ALARM CONDUIT er,*,15a--K -- •ti jN-rrw 3 -4 �____ ._ _ _.. -- _ _ _ L REVISIONS ZL —_ ..: . ,.. � I .��_J_- �— / � � �•'- �- .> 6..YIN. _ I I -----— -- -- 1 54.11/16 - r TO TOP I OP DOO11 - I� _ - - 31"OVINALL7• I I I ! - o o TS --- e -- 1 I — GN(�b� --i z - I - -. 4 -- -- I —=_ - F''ro ,ct Number OUTi101 LEvcL nul•c LIVIL L3�4 00. I - -- 87T25,2 _ � y date SECTIONAL ELEVATION = - , 4,115/88 282424 SAFE i R,Gt JI M •l31 O N� r - - - - - I- L-I -- - - -- - - - - r-� L .- -- - - - - - - - -+- - -I- - - - - - - -- +- - - � _ - _ - - �� c�H T � poGi-rc-o EAST � / < / t ' III III III III III III III I I III III III I I III III III III , �I III I I 1 I!I I(I I I! III I I �I I I 1 ( I III III I I S III III � I I I � � � � I � I I S �� I I��.I I � I III III I I I I I�I III III V I I I I -,,..�.._ _... . _....�,.,._....... •'��;,,..� .«M.. a � �. •"`�` _�,,,, . 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TRU55. � - 111- I '_nl1 _. �— • VAU UT' !�Oo�1• M >(&,K I -,. g o, DETAILS � I I u 1 • I -� X I'-Z aa, � 3 �vuNPAT N ►SMI T 4,11/ jt g �1 � +� 5tE DE�AII,S '�/I Pic, 11/1 REVISIONS — 7e I, •4L,1. w �ia C3E �/I�'' FIST W�I,b'S - HPT V oTl�PVOW E• 4',r- AIL JeZt-4T ��=E PT 8r'ect umher -V I NTS AT I�!1 SPoP, �I✓ PSA M T. 'Date 4115/88 I A IIIIIIIII 11M NOW 11111.1 t 1 1 a � ti � � 1 kNw,1 r,. -:-..., ...:..+n.Y�i.'r�..-�_ti.�. ..:�:...�L.._..__ -w►«....w+�.r..�YI..M^.iyr.. Ml,y�y, ..ww.rwr........ 1 ` I1 1 1 Iz I I 114 I I � I I I l.7 I I �., 1- I I � SMI I f Iib I I I Iii I I I I � � --� — ----- 1 -- - --- - ----- -- �_ - - II __ ------ L - - ---- -�---- _-� _1�-- -- NOTE; IF THIS MICROFILMED � GRAN[NG IS LESS CLEAR THAN — THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL — — — --- -- -- — —1-- — — n�'� DRAW IN;. FS Z 8Z LZ Z 4Z 111z, b►ZZ8 711111111111 SZII IIII�IIIIIIIII�IIII 11 ( I I' ' I 1 • Ali I IIIA I+11III VIII IIIIIIII III,�IIII IIIIIIIIIIIIIII IIIIII IIIIIIIII IIII III! IIIIIIIII 1111111 I IIIiIIIIII I!I .�11! I II IIIIIIII,IIIIIII II,IIIIIi Illi) II II 111111 IIIIIIIII IIIIIIIIIIIIII IIIIIIII II.,,IIIIIIIIIIIIIIilllllll II i I .ILII IIIIIIIIIIIl1�lII11111 Cal JUNE 1 ,,, 1990 .- hil ' r ROOM FINISH SCHEDULE DOOR SCHEDULE � I WALL DOORS FRAMES — M. NO. ROOM NAME FLOOR BASE NORTH T- EAST SOUTH WEST CEILING REMARKS SIZE DESCRIPTION DESC. DETAILS - - - -- ----�- j--Y , 3 , MAT FINISH A � FINIS MT H MAT FINISH n1AT FINISH MAT FINISH MAT FINISH MAT FINISH NIGH i CL ('l-L)lot Q� - - - - - - 1 10+� "T l��- t2t>j,, - -- - -- - - - - ---. - - --- ESI V�j w , w w m w Lf) Cz _ - - - - - - -- - - �; a o - a z ., t04 L-�L'f 2 _ SONG C:�dNG CONS• _ z ; 3 w s p O '' 3 - — -- - s 1 f ---I � C7 a cn c� " z a p w Z a O qG p w w - --- �I/ o o z M Z o IOU JA.rJITo� Gw - _ G.�• P2 G. p � � -- , ro � wo � '7 C _ � iopo �� Ix a -- ---- -.- - - - -,- -� (� P•2 �.�. _P-2 GI.G. OM-4 TO RG0r- P6GK - � O2, cn a. sAZ � Ia7 4, � _ •'. OZ o. OZ �, 7 � Z 1Q1 'fat LAY G:.� W.IG — _ 2 `I1 ------— ---\-- CCS r 2 ? p-�1 p-2 ,�,� f. _d DR.NO. W H T S P iVIAT. FIN. YPE ' E L MAT. FIN. J. H T. REMARKS 1d8 L.O�J G� - _ _ G�.Rt' RvG I'- 10'9 Pt-�.-tF-oR.r�{---- -------- --- --- -- �- - - ---- ---------- -- -- �'-v, X X X X �4 L-- �`- - -- A '- - 5 '1✓7 rvTvK��Ra+y'(' S'�t'ST1 -- __ - 1 O 1 It? X X X X A L-oC B A ' �►I. co77 J «� GLt2' Gtr 1 D2 1411 XCOO -_---- -- � —�---— � --- -- --- ----- A�- — -✓ P. rV^J 10 ?� x X x x NM P� A $ l 104 - — - --- --- -- -- t_ soh — X x x x x Pz, _ G VV 1/7 11-7 uNvr.R•u„Ir PaWrt I" _ X X >: X x F. - -- - - ---- x x x X X v ' x x x x t , U X X X X X E ,,r �� _ �J •o X x x x ,HM P 140 G W. R. 2' �� - (h.��, r PLY W � C --- ---- r - -- - — - -- — --- - ----- - - L , «'1 �p i ABBRE'VATION ACT ACCOuSTICAL -rl1.l: M_ � �� -- - AL CERALUAMIC .IM1i 'rrLll� •'I�(� # G IZ CART CARPET r— CT CERAM1i1C TILE: - -- - -- LO CO N C ('O N C R E Z'E 5 -�.. CM11U CONCRETE M11AS!i,tiR 1 l'til7 B c , psuni BOARD GVPL C1'PSUM Vr:NF:F:R PI.ASI'F:R � � N►-IKp'fHDl..i7 SE'I" 'f1'cA�.ANT-TYP. . 01 IIBD HARD B1DAR[1 � DF �1EALANY ��I•,I SIS '�- —\ m - 7 r M HOLLOW METAI. - P-1 PAINT L4TF:\ ' • ' ' �� -�_. �''O I __ P-2 PAINT !'NAM11F:l, - " -. _ - ' - T P-3 PAINT EPU\1' �m _L.Lps G-- PL PLASTIC LAMINA- E . • �� - _ QT QUARRY TILE — 5AGA-ER RSD RUB 4 - RUBBER /fir SV SHEET VINYL . 'f , VWC VINYL WALL COVERING WWP WOOD WALL PANF:L11'(: �r'1C�/ F-t�•0 �. ,,,,b�',,M� /� !��p ��IM �� r .�- �� r`E' I NFA- -,' � I'-o'' ?„ 1,-0l — _ yV/"� ( N,I,G,� z �! I -O General hardware unless otherwise noted. G Hinges: Stanley FBB 179 4-]/2') x 4- ./211 1-1/J. PR MeMe Locksets: Schlage Orbit UjUj p �C Passage Sets: E�tllogg Crbit fi IMULE Thresholds: PgjWj._Q 274-4D 1 1 i — All V�'f•I�U L� AL,U1'1. �/�/iNDOvA/ I IDoor Stops: Glvnwi WB 60 Silencers: Johnson - Jamb Soundstrips: Pemgko 320 AN ALUM. GLO�au�E- At,t.IM• �T�R�FRvNT /�.LuM• GICXUQFi� /►�IL�M. �jTOICR,Qf�'r Finishes: Shall match Schlage 626. z - , i Group A: Hinges: Offset pivot by manufacturer 0 - -� �� _ r Deadlocks: By door manufacturer. o Z W W ��V Z — �----- Closers: Floor mounted concealed Rixon door closer. 5-��R�, I - Weatnerstripping and Theshold- By door manufacturer. Pulls: Cipco 2297. O Group B: II Lockset - D25D with exterior security plate at door strike. Hinges r� r � a L LA Go r•+ I „ ✓ r G✓' -`j�lo�. i Door Stop �— _ GI.O��UFC� I AL.L.IM• v�INP7W I Silencers (� !�-� �I`•,I-f I �YS••r Threshold O Q 0 3i M I I I �!�.1, Group Ci li Lockset - D53 PD Hinges R Door Stop Silencers ■■■ w„ Group L: w (� I/� �jr Lockset: D40S (Levon) � `r� r� D��A I L �✓�� i/G�/�.I I.� Hinges _ _ Door Stop Silencers Group E: Passage Set D10S Hinges Door Stop Silencers ► 2xfn;A�vAu �clNva ROOM FINISH _ SCHEDULE G�L I N Cq � �.ou�l,�.ft, P►.�y• SAM- �.�tii�.��-rg DOOR SCHEDULE zt �G R!>WAV� � v�! Etr I v� r-,( v M. Verz,F-r P71M INTERIOR ""/ avv' 4C:.rte N� "��IER- ' ELEVATIONS FL / -�� A. TIz REVISION.. --- - r1 KTU 0,J1 T 6r ► 3� M IL Low dw j� La CO►JG I I I --- --i r PA A G - , I _ ' �"6"6 � "R I GK f5-62ob REfwG►. L_ N I- t.vl V0- VV// 1'/2, 6Z4V,, goaRluc a-�2 N.I.Gr s�t.'w LAc Qr: g, 1 L _ - - - - - - -- - -t r 1 J-, WI NI�1'V' �, 4 --�-- ��o ---- FI N H + I 1 -J ,� 1 I 1 I - NIc�tT DGrO51TblCY -- T---- 1 ! `Q - � I roJCCt ','a rl1 he r 87T25-2 Date _ I�I ''N (, � � 61-amu--\ �3�� 4/15/ii8 E L..o L,� �. _ \7 - waw, .w_..r•w.rrw �.,.. �w nVrtkie��,3 - ��, . _ .... '-iy..,__.r "'•►'_.'__ •• I .. � �y� � +' ' _` _ +. III III III III I S I III III I I III III III I I III III III I(I III III III ' III ' I I III III I I III III III I L I I ! 1 1 1 1 1 1 1 I l l l i l l l l l l l l l � I I I I I I ! I I I III 1 1 1 1 1 1 ._ ..._. -.,. .,,,.._._._...:•_ _s-- � . � 4� ' t�TE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS tUA ICE. IT IS DUE TO ' _- :--- ' - -- - - - - - --- -- -F,',',i - : THE QUALITY OF THE ORIGINAL � 1 « B Z Z Lti Z 4Z Z Z Z tL L 6i 1 Gi i i [ �ii i t t i 6 B L 9 9 1 £11 IIIII '111I111111111111..IIIIIIIII llli�lll :2 JIM ]( , NEU 1 19961 .o .... ......wrr..,.++. .�rr►M. ...... ..rr•w..-..lN► r'4W.eLrr.:a –'�,•�. ..... p r _— 01 OIL , N tlltlllll\ G ,? ON R. JURGENS � bood- 0 A`a, �' Cts All DAY WTES A H INSvfING ACRYLIC GATE S.IOwN OF 00T.0%A.w(0 TYPE BAfI AI AOST rOAr GAT)AVAILAEII 40 r CAL irONUJIT Br (qEl[ .tt .Y �'1 '� •71 -- r - .. - TO IA v .MNCTIQN _ Epx(JOVE DOOR 1 - , - .../ r� CU16 A' - WW4 THE VENT 1110 I QA(R Ni. I /OTTCIM SILL MCK SCAT* — INE•LARMCIA CWT. vCNOW T MUST W TN � 0w AL ROM THI VENT �� Mn I ALA ON APIC T1014K SOx AVI ►N2 OWN toyDTNI RS - .�� 1 4EA4A TO II40NIIr —_ DO rAJLL T �- \ I VIII 7L'd n•IE I I - - II NIL- 1 A4A,YI YCK KAIw L IE _1 I ---x�. I E,E �oi�D�Fl1' N U - - Corn �SIfsIN I I LOA — � � - -8('�(- l.L1N� ��CJF�iT 8 o' - - - -- N, CJ IN E WALL HNI -- _ a 4- _ _- 7 swroRi ANC1 T1I IB' 1. '�• /UNL ri ON © 1 IT - I = , — EX' .FZI0V- IL,I.�JMIN�-r�D •.E �rV� u 5w I T�EP g"1' 9.1-T�n�.L-L- -; N i — INC O cam, ENIr1-; -__ 1 I - Q a r 2ACK 2C4[1r � � I MASOhAVANGLE JACK f11h0Il ---- •fir r1 , f��,�r n `,,�! ro,1Q- 000 MASOh4r I - --. - }.. _-.+.-` ` I rilw�lol`� ��[:'�f`r1�•,/ �/T f I T 00 IM DITIILI ALARM •• CONTACT I L.14HT�7 -5W 1;-NE.D OF-( r 40Tc ',E.i.t.-• VAULT DOOR 000, GoNf so/FFI'f �/IfJYjr FSP. loo, n L L)LB' VENT T`(P_ ,J40I1V 1 IAR CLEA4Lj, GEI0r gaI&torr5 To � B01, U,N(o. 1 _ - IIM OF RING 1 i DAY I GATE /INISMIDBANK(LOOM LEVIL WITH" COMMON /1008[OVIAIhG 1 FLOOR COV)R:NG MECHANIC TO AAUv101 AOA SMOOTH TRANSITION (ROM TINISH&D BANK ALOOA TO 0004$ILL FLAT AINISHEO VAULT FLOOR LEVEL REFLECTED CEILING PLAN I?-AIh13H1 D MOOR LEVEL ITILI ETCI OIFAIR&NC!MUST BE MAIN TAINEDLOOK COvIMING AlA4 PIT ucKs I"-.MINIMUM IIT RING 1/TMO2LIA ?410101 wou rtooN cov1R1NG GAOUT VERTICAL SECTION i ROMT AIT JALILi EVELING SHIMS (BI MDBLI4 702091 / 19v MOSLEA,//LACE5 AT SILL PLATE SCREWS) MUT& AICOIIM(hUE7 /IT DEPTH of 2 \L IhCM&S BANK NCL AMP J"INCHIS OY VAULT LOS,INCLUDES FLOOR COV RING 1 ! UTT DT.TILE ITC COR ,AACTOR EI1%OND RHINECOVER S" INL •MIZKhl3 AND 04DUCT SAMk /ROM AIT W ITN LEGEND 8 III I' ew 1 O (�� Q�C��F I G 11 Z LLL WA'I CU 1-J - 0 a z ac � m O L] >0 iYf'� 2 ;SSE SP�GIFIc �Iorl ) Uj a 0 _ '•I G�Y PFJ r-'1 �v.�� C.�� L.I fJ� �• 'Q '1Y1�1GAI_ � G�XL`.G ZK4' FtuoR>✓SC.�rJ"1- - �IKTLJr�+` T�� L1�u�s�9 vr+�>✓�-�11�� rlorc� W �"' - FIx-ruRE -rYF'� EZ. I a.N-c- "fYPr5 FF 212 I.. r-, c. �,L-p x e: F--4. REFLECTED � CEILING�x T F--w- a9- F►x-r,4R5' E5 PLAN REVISIONS 1 L..I C'I N T �� I"� �'"' I•I.G`� Project Number K ?�4--NR. sE.Rvl��• N�" <<Ic�F�'i�" �I it � Date ?_ r+IG, 2 Date 4115/88 5L4RFAl.,E►''touNT I 4 FLt, -EDIT FIXTURE -T�PE E9 t===� utypEpt �ou►�+T�R F�LJ,OIl•ES.��r Flat-T-L.+2� 'TL'�G• �10 i.fEl'w:IL(a:r,�ILeer,�lryllpB�:1• . i I , B :iv "r- Y•.. '.!+/C:'n .,r... �I. .1Ey<dML11.fI.. tG.l.. -._. ..ap pl:;c ,' ..... ....-II::L:�v...�us--�.cx..a..:.�.......sr...3. '� -woo ' III,IIIIIIIIIII IIIIIIIIIIIII I IIIIIIIIIIIII I IIIIIIIIIII� III IIIIIIIIIIIII I IIIIIII III�I I IIIIIII IIIIIII IIIIIII E l 11111 I NOTE: IF THIS MICROFILMEDJill 1 DRAWING IS LESS .,)_FAR THAN THIS NOTICE, IT IS DUE TO _THE QUALITY DRAWING.. OF THE ORIGINAL_ )III IIIIIIIII IIIIIIIIIIIIIIIIII ' 'I I �I�I I I I � I , . I )III VIII IIIIIIIII IIIIIIIII )III{)III IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII )IIIIIIIII , II IIIIIIIII VIII II,�IIIi� �I � � . 111 )III IIIIIII lJlu 11 � IIIIIIIIIIIIIIIIIII IIIIIIIII IIS• IIII�IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIII�II11 ,,, r JUNE 1 1990 ,.yILYLi.,.ww, I b471 "U.' -rr_W2 EEnl_YAU: 0 DIVISION 3 - CONCRETE Prepare previously placed c')nereie by cleanlnq with steal foaled sxNoeed )tints to De ]/6" concaved type: Perform field welding in accordance with AWS D13. ) r 74� �+� �� I """`�) brush and applying bonding igen[. I �� All contractors era responsible far the daily removal u. all Masonry units disrurbta after laying, are to bu removed, Atter ,,:ctallation, touch-up field voids and ecrat had and LawfuF ,lyre dabrfs [Scrap, d tris their work that clay. eneral Pou[ concrete continuous] between(,awfully remove all scrap, der;ris, end other excess Y predetermined ld If aJ)ustaer.ts are da:.nged pant or coated eurlacecU � •r +a,�c aeteriais tram the site, or as otherwise may bz dire^ted, conatruccion, tentaol and expansion Joints. Pour in a required, remote units, .:lean off -,,tar aha feast in trash shop finish. ,•) r�IIS checkerboard pattern, unless otgie res iso directed. sorter. . f JON' . 113�i t SECTION 03100 - FORMitOhK: r DIVISION 0 - CONTRACT REQUIREMENTS AC completion of work, protect work and ftni::hes from work Supply and assist with attting all items requiring [o be Work IncludeJ: ptepar. s.ibyrade. Provide ar,a secure Exceec honeycomb end ecbaddad deb n s is not accaptabla. Collar Joints: F.11 the verti:al joint betweem wytt,es cast into concrate or embedad in ■aeotom late with of other trades or tective mat After and than rl of formwork, ties., shoring, bracing, anchorage an' b:ockouts. solidi with mortar b g g p y P projer_C, remove protactive materials, and than clean all fr.r Y y par in the in-place w the and ne.-ease[., setting templetrs. Conform to ACI 705 ween concreting in hot weather. shoving unlit into the wnron d fur ell extrrior wells, I_.1,6X i ` CTION 00700 - GF-NFRAT, CON�iTi.:;;5 acceptant• by Owner. Ensure completr clesnllness of glass, RelataA Mork Specified 1n Other Sections: Rsinforcinq axce;t as othetvtse shown on drawings. _ tilwa, tixturoa and equipment, painted finishes, flours ar.d eitswork and cast-in-place concrete. Maintain the following coverage of reinfor•-ing 2 lnc_hes at ` The "Goners] Condi one or the Contract for Construction", walls. Leave []cors in a vac, w-cleaned condition. beau, 1-1/2" at supNorted slabs end joists, 2 inches at Stopping and Resuming Work: Rack back l!2-units length In r .J` AIA Document A201 by the Ams ricin Institilts o[ Architects Quality Assurance: Car,rtruct and rise[ formwork in walls exposed to weather or backfill, 1 inch nt wal:s not each course; do not tooth. Clean exposed surfaces of est �a� DIVISION 6 - WOOD AND PLASTICS I '`r ^'('��I shall apply to these plans, accordance with ACI 716. Design forms and falsework r.o ex,,os@d to weather c.r Ld xtill, ] inches at footings and easter.,, wet unit lightly, it required, and remove loots { ` DIVISION 2 - SIT E W O R K adequately support live and dead loads including equipment, oncrate farmed agalnat earth. masonry units and mortars prior to laying fresh .asonry. V V Copley o[ Gensrel Conditions A2o1 may be examined at the concrete drops, pressures of Toundattona, etc. Architect's office. Where shown on drawings, install vapor barrier undptr Built-In Work: Ac the work progresses, build-in 't.ma 0ECTI01+ JLIU0 - HJUGH CAI,V'N!'!,i (Under Previous Contracts) Codes and Standar,m: Follow recommendaticns of ACI )16 and interior slabs on grade, lapping ].,anta at least 12 inches sprclfled and is otherwise [aqua red. Fall in aoll +ly with - 747. and taping all joints. cover with at bast 1 Inch of sand. masonry around built-in itrms. 1'111 space Letww n hcliow Part 1 - ienural DIVISION 1 - GENERAL RE(�UIREMENTS Fc•r:�!, n244U - FCNCE; L GATES metal frames end ■asonry .olid]/ with mortar. Submittals: Submit shop drawings for formwork for suspended Wcrk lncludo.l: Wood framinq, miscellaneous tuiring for wall framing prepared by registered engineer. Structural Bonding and Joint Raintorc+ment of Masonry Wells; finishes+, miscellaneous blocking aid rough r.rciwarc, Rater to sction, Reinforced unit Masonry for type end � NOTE: Tha term Contractor referenced 1n those high with wood clots and 11 gauge, galvanized 2" mesh shall 0* equal to united states steel Type 1 fence, 5'-0" Architect Review: Architect will DIVISION 4 - MASONRY e6review far general installaLiun. Related Work Spnrified in Other Section:.: 1'ini:.h hardware, .� cases.icetions shall bw defined as Contractor/Ovr,ar in all fabric. Provide tip rail, red, jointer end pull post, architectural applications only. Design of tcrmwurk for millwarl enJ other finish carpentry. cases. Provide gates as shown on dzawinga. Provide vehicular structural stability and sufficient/ :s the soli SECTION U{210 - BHICK MASOKRY Cevlty Walls: •Keep cavity olein o[ mortar droppings and access with 10'-0" gitas ash shown. Bend down top prongs. responslblliiy of the workers aId contractors. other materials during construction. Scrikt loin[• Leeinq Quality Ac:.unu,c-c. PruviJL lumber with vi:.11!1, grade t;t,.rp e SECTION 00750 - Sl1PPLEMENTARY CCNDI7TONs All iter[ posts to ba cwt in solid concrete to a point two Part 1 - General cavity flush. I of an appruvwJ agency eertifed by NFfA. Ensure glue feel btiow grade. Liar post spacing shell not exceed l0° Part 2 - Products of all ted mae.ueag are certiti@d by RITC. Thaso supplementary CondiCians are established r,o supplement e•O' BFLdTI DOCUMENT'S: Provide weep-holes to exterior wytha of cnvit well lace ud 51 the conditions, terns, definitions,thAresponsibilities end Wood Forma: provide APA Plyform or B-B, high density immediately above ledges and !lashing and bctcom of exp�srd Relerence Standards:: O procedure[ set forth in the AIA A201 General Conditions SECTION 02444 - CHAIN LINK ►ENGIN AND GATES WITH VERTICAL overlaid ono side for forms, sound undamaued enc! clean. Drawines and genaral provisions o[ Contract, tncluding work, spaced 2'-0" o.c., unlers othe[wise Indicated. (/� which err made a part of this Cantrar.t by roterenca. General and Supplamertazy ConC f ins and ;]lvlsian 1 P:::c • Art i tc,in liofiwaud Lumt,ur Strnciard v• Lumber: Provide rovie Douglas fir ccr.struccauai gr.i.le. ction 5par.1t1catlon Ses apply to -ork specified in Chia Coordinate brick masonry work with installation of other �g _P,.,'_Li�_A'+1LF�E�: part 1 - Canerel Section. work. NFfA - National Forest ProJuct. Aer.nciatlan, National Design Specifications fur stress Grade Lun,Ler and its orform cork Ln conformance with latest edition of Uniform RELALFD D=nUN�c Accessories: ProvJde nails, opikrs, lag bolts, through DESCRIPTION OF w,. : Control and Expansion 3oints: Provide verticaJ expo .son, `'aste.ilny. Building Code and all other codes, ordinances, leve and bolts enA anchorages required, o[ sufficient strength, Dravin s and length and character to maintain formwork during pouring control and isolation joints in masonry where shown or �) other regulations end standards of each and every q general provisions of the Contract, including TM extent o[ brickwork is shown on the dra.an s. We.;t Coast Lumber Inu ,cctiun govtrnmenta.l agency end bur:>eu having jurisdiction over Gonerel and Supplementary Conditions and Divtaion 1 operations. Use seep-off, removable or adjustable type g tagaireJ. Build in relatrd items as the mason r/ work F Bureau (kC:,Jta) Number 16 - progresi;es. Build flanges of metal expansion strips and St-l-LU Gr,idinv and Urossiny Rules for wc..t .:oast pro)ect and advise in writing of assign or r_cnstruction Speel[lcation aacttons, apply to thr work of thio section. metal ties. Provide colorless mineral til type form Ol'ALITY Aagr I,N g Lulr.ter. which must ba specified to mrttgate, shield or protect [row coating. Rigid foam plastic fillets may be used for Tactury-tabricatrd sxpanalon joint units into masonry. Lap architac[ural hazards. =0jpT1gN_Of WORK: chamfered corners. 0:6 C.) each joint 4" in direction of floe. Seal joints below grade Provide "Columbia Mission Texture - Autumn Bland (to match Storing arid Handling:and st junctures with horizontal expansion joints, It any. Ob!ain and pay fur ell pe nniia licenses construction taxes Extent of thein link [antra and gate■ is shown on drawings. iorm Construction Joints: Provide gelvenlzed start or building) . Brick maser.[., shall coapt., with ASTM Cb52. Deliver and story materials at di di Lintels (i[ shown on drawings): See Division 4 and 5. Job rite In a sate area, and fees reyuired by city, county, and ❑tat@ law, except extruded plastic tongue end groove type with knock-out holes Shell angles are nut to be sscured until ihr lest tours• of out of traffic and shored up ot[ grounJ surface. general building flan check fes which will be paid by owner. Pert 2 - products et 6 inches on centers. JoL Mock.-Up: Prior to installation of GricY. nauonry work erect temple wall panel mock-up using IDaterLals, bond end ■ea my hes been laid. A contlnucus bead of roofer's cewent . ` i/) Include in contrr,cta necessary expanses to comply with all shall be placed over the top brick nesonry course and the Tdr,.tify framinq lumber by g:aderi artd store grader such lava, oalln.lnces, rrgulatic is, fees, permits and taxes. fiENEBAL: Doveietl Anchor Slots: Provide minimuw 24 gage galvanizsA joint tooling [aqui*ed for final work. Provide special angle separately from ea f, other 4/ Arrange for all nater installations, erl pay Cor their tees. steel foe■ tilled types with relearn tope sealed slut■ bent Leaturec ea directed for caulking end contiguous work. 9 pressed into the cement. „� Provide temporary toilet facilities es required by local Dimensions shown far pipe, roll-formed, end H sections ere tab anchors a^.ureablc to fonnvork. 9ulld mock-up at ttre sits of full thickness and � l� building code. Fleshing of Masonry Work (sae Division 7) : ProteCi products with adcquatr waterproof.ng. outside damenelans. approximately 4'x4", indicating thr completed work. Obtain stCTION 0]200 - RETNFORCZNG: Owner's acceptance o[ v/suet qualities of the mock-up butore Excr.ise cora is off-loading lumber to (a @vent i. r,,q, '� CV kITE VISIT: Available Menufecturrrs: Subject to compliance wltu ate rt of brick masonry work. R@[aln sock-up during Part 1 - General Pro;'Ide weep-hubs in the hoed joints in the first course o[ splitting ar„! brenl.iny. 4J " requarawente., manufacturer• offering products which may be construction as a standard fir judging camp?eted masonry masonry immediately above concealed !lashings and shalt It is recomTended ihet rho site be visited [.tier to tncorpnretad in the work include the [allowing: work. Do not altar, move or destroy mock-up until wczk is angios. space 24" o.c., unless otherwise indicated. SOasoninq: submission of any bid. Contractor: .nd subcont.ectors will . 1 Mork Inclu d: provide rein.'orcinci steel bars, welded wire t completed. Use sample panels to test proposed' cleaning Q", be held financially and legally respnn.ible :ur accuracy of Allard Tuba and Conduit Corp. Iatric, au ort chairs, bolsters, bar supporta and spacers. procedures. Provide separate mock-up panel toz each type of REPAIR. POIL1t'ING AND CLEANING: Deliver materials nt tarllast date oastile to alJu. � } �/ exposed brick masonry work to be utilized in this project. P e � `� W V% ell grades, project conditions end disensie.ns prior to end Anchor Fence, INr. maximuu dryln:g rim@ on sits. � after roc-mencinq work. Notify Architect Ln writln Cclorquard Corp. Aelatrd Work Specified in Other Sections: Formwork, 0cick shall tom 1 with ASTM C216; Grade SW for exterior q DavLs Walker Corp. concrete work such as cast-in- P y Re rove and replace masonry units which are loose, chipped, O immediately of discrepancies found within the construr.cion place aita concrete, precast, exposures Tor exterior vertical brick work. PP Pilo and ctrl lumbei at site to allow free circulation Doslnion Fancy and Wirt Prod. and masonry. broken, stained or o[rerwise damaged, or it units do eta p e documents. Be responnable for the accureey of demenslr for United States Steel match ed n of air with pilo protected from sun and Mrli;tura. , SUBMITTALS: j fining units as intended. Provide new units to04 I ! ntirminq and coordlnat[nq all quan:itiee and dr-.eq,ies of match adjoining units and install in fresh mortar or grout, ,�,, Quality Assurance: Perform reinforcing work in strict pointed to eliminate evidence o! tapiacewent. Air-aeacon ell lumber for et least br days Haar jobsite y Z C111 for selecting fabrication processes, and tar techniq•ias of $TEFL frEN�jf1�: conforwance with CRSI 6] and 65 unless specified or Menufeciurer's Data: 5ubmi: brick manufacturer's before covering with finish materiels. � In � \(;,1 assembly and performance of e.i ,eek in a legal, safe and othetwrse by local coda jurisdiction. spacifrcationi and other data for type of brick required, satisfactory manner. Fabric: No. 9 qa. (0. .46") finished size stool wires, 2" including certiflcaiion that such type complies rash the Pc+ntinq: During the tooling of joints, enlarge any voids / .>" V) ty ■erh, with to selvage or i.-lea, except veep-holes, and completely [111 with C (�. of Q$OJECT _L'PERVi ON AND COOPDINA1 fir: P l s knuckled. Codas end Standards: In eddiilon to CRSI specifications, opacified roqulrements. Include ins -uctionm for hanaling, morta. Point up all joints includlnq corners, openings pert _ p O [-- fallow ACI )15 and 716, AWS welding codes and qualiPicatlono storage, installation and protection of such type of biick. r duct:. �+ ^ r 0 Fabric Finish, galvenizea, ASTM A ]92, Class 1, with enA ASTM AIRS and A615. and r:lacent work to provide a neat, uniform appearance, I F+ B@ resporsi'c•le for coordinating work, lncludiny that of Samples: Sn rolt L1vo samples of type o[ exposed brick p r early prepared for application of caulking or sealant Lumber: not leas than 1.2 os. compounds. subcontractors. Bind workers and suhcontrr a ora by term, of Part 2 - Products required. Includr In each set the full range of exposed the contract as far as such tac-m� aro applicable to that work. Framework: GelvenizeA steel, ASTM A 120 or A 12], with no[ color arm texture to be expected in the completed work. i':: 20, graded in accordance with NFPA Gracing Rules, less then 1.6 oi. zinc par sq, ft. of aurfaco, Reinforr_[ng Bars Archa•"ct-Enginser's review will be for color and tuxcura maximum moisture cornent of lb portent. only. Compliance with all other.Contractor. Ss the DIVISION 5 - METALS Prov a full a me en sit@ supervision by an experienced and 60 ksi yield grade: Deformed billet steel bars, ASTM azclusive responsibility of the Contractor. Structural light framing stress group 15001', t competent superintendent in charge of the work until its I{ardware and ilccessorios: Galvanized, ASTM A 152, with zinc A615, + select struuural No. 1 completion. Ensurr that superintendent is nn the project • . plain finish, Na. S end larger, clean. weigt .s per Table 1. �'+� aver da and at all times that nn work is boin done h JOB CONDITIONS: grdJrt. \(``Jl/ • any trade to ensure that ell work is heirs done gyri erl• yend c�� Welded Wile Fabric: Provide plain type ASTM A1R5, in coiled SE(T10N 0,500 - MISCELIANL, US METAL fAHHICATION; Nunndaruc raJ light tramin,l strr,u:; gr up l::ol, P p + FRAM SNL�9.C.U.zQFM: colla, plain finished, void of rust, dust, scala, paint, Materiels Protection: Protect ❑asonry materials durrr.y . standard grade. in accordance with drawings and apeciLicat:ona. Meet with grease and other coatings. storeys and construction from wetting by rain, show or Part 1 - General each worker, trade or Gubcantrector before work is to End, Corner and Null Posts: Minimum sizes and weights are ground wafer and from steininq or intermixture with Bart! or a uJairnl: Stud giallo. I commence and explr.in the job t0 ba done. Inspect work which follows: Accessories: Provide minimum 16 gage annealed tis vires, other materials. work Inr.ludel: Provide miscallenecus metol fabrications G -� Le completed before proceeding to the next trade or phase of and chairs, bolster::, biz supports, end spacers sized end blocking, hackie., end furring: 5tanaatJ grade, Douglas work. Vp to 6' fabric height, 2.)75" OD steel ,lpa, 7.65 1Ds shaped for strength ,end support of reinforcing. Protection of Work: paring erectcover top of wail with such ea angles, plates, s,ioet goons, nosings, bollards, Fir. wolckper lin. ft. of 1.[175" x 1.6_5" C-Sections, 2.2i lbs. ladders, •fairs, wire ropy ornamental iron, gratings, time a s thy.necessary correct] the first time, A ondin as much heavy waterproof streeting at end of each day's work. Cover aluminum and stainless steel _Canis end structural door Y p g per lin. ft. Part ] - £xocution partially completed structures when work Ls not in progress. frames. Plywood APA, C-U extolior glue except B-U for time as 1s necessary atudylnq drawings, sp�cificationa and electrical aha telephone panels. project conditions io ensure this. ;his does rot reduce the Cate Posts: Furnish posts for supportlnq single gate leaf, Fabricate reinforcing In accordance with ACI ]1S. Locate Fxiend cover a minimum of 24 inches down both sides and hold L strictea accordance that each worker and trade perforin the work in or one leaf of a double gate Installztion, for no feel ya".e reinforcing s lices not shown on drawin p, cover i:ecurel place. Related Work Specified to othFr Sections: Structural steel Acceesury Meterialr:: strict acuordar.ce with drawings, specifications ani widths es fellows: n9 P qs, at Tints of y in finish painting and stibstrates to wriiuh fabrlcationa are to sch@dules' least stress. Where shown or required, veld reinfurcinq I be attached oz embedded. ) Lc:af Width Catr Poat bars in accordance with AWS D121. Staining: Prevent grout or [forte[ from stainin the face of Ndils, Spikes and Staples: Commcn, except as uthcrwise lbs./]Ln. ft. masonry to be left exposed or q +l'dFv1I>SIF.iJ1Il;7 WL.PRANTIFti: F painted. Remove immediately Cuies and Gtandards: Provide materials complying with the indicated, galvanized far e:aeriur Iacdtinns , high I _: rout or mortar In contact with mason[ humidity within dondltioned spaces, and treated wood, p t.o 6' ].S x ].S roll-formed 4.15 Place reinforcing supported and secured against g Y• following standards and industry recumaendations ASTM A35, plain finlst, for other interior locations, size and Guarantee all work materials and product, for at leas[ ones section o[ 2.65" OD pipe 5.-9 displacement. [)o not deviate from true alignment. AA7, 448, A5], A106, A267, A296, A]06, A312, A11.4, A)�b, year after date of final acceptance of work unless a longer Protect all brick lncluAinq sills, ledges end projections type to suit application. from droppings Of mortar. A{75, A512, A525, A526, A554, A569, BLOB, 009, 8221, S PC duration is specified within individual technical Top Rail: Manufacturer's longest lengths, with expansion Ensure that reinforcing used is clean, free of scale, dirt, NAAMM end AA. specifications or unless a longer trade of material warranty type couplings, approximately 6" long, for etch jopnt. dust, rust and other matter. Steel Hardwire and Scock. Framing Connectors: ASTM A36 Cold Weather Protection: Remove all mason[ determined to stee'., galvanized fur er.teriot applications, Simpson, s customary and s' andard. Repair or replace or cause to be Provide means for ateaching top rail securely to each gale Y Submit els: Submit fabrication shop drawings on all items rr.•paired or replaces: all suet defective work together with Provide a minimum splice for bars note' as "Cont", typical be frozen or damaged by freezing conditions. to be providbi. Where ocher Char, mill finishu are KC Metals, or othea approved roenufucturet. 9 corner, pull and end post. wall reinCarcinq, and vertical column rein!o.-ting. Provide specified,ether work which nay be displaced in doing so without p pro ,ids samples of required Linisl• which will be Lag Bolts: FS FF-B-bSl. edditientl expense ordinary veer and tear unusual abuse or a minimuw standard lap of 4e b6r diameters in masonry and ]6 Pert 2 - Products reviewed for calor, texture, style and finish. 1.66" OD �iipe, 2.27 lbs. par Lt, or 1.625" x 1.25" bar diameters in corlcreie. neglect excepted, roll-framed sections, 1.75 lbs. pe: [t, Part 2 - products MaAiine B,;ltr: ASin 1'307. In a•ldition to yuranatrew and warranties, provide r..aterials. Tension Wira: 7 gage, coated coil aprinq wire, metal and Only splice reir.furcinq where shown or noted. Splices at ether locations must be approved by the Architect. Provide Slze: Unless otherwise indicated, rovida umbo brick 4" x Word Pre:•,rvative: '+rolmanizinq treatment at least two pro uc�> assemblies and construction which will yield a finirh to match fabric. Lacete at bottom of fabric. P j Steel Plates Shapes and BArs ASTM A]6. week.[, prior to deliver to site. reasonable value Durr a period of Limo .rhicti exceeds t' e continuous reinforcement between splice locations In e" x 16" and ♦ " 16", nominal). specified or customary quarantes and warranty periods. post Price Assembly: Manufacturer's standard adjustable vertical walls. NO splices of vertical wall reinf�icing may occur except at foundations, unless s ecificall a y Pd rt i - Execution [act at end and gide eight and pull peat., with hartzontel P Y Fprov?d b' Provide special molded shapes where shown end for Steel Plates to be Bent Or Cold Formed ASTM A263 Gra[' C. Be rest ,nisible for a weathertight and watertight building brace located it mid-height of fa'arlc. Uses same material es the Architect. applications which Cannot be sawn from standard brick sizes. y sol,+. ri�,n urLumber free from defects of matrwrials and wcrkr.anship. Provide a top rail for brace, and truss to line posts with 0.]15" Special shapes shall mat :, stretcher brick and be Steel Bars and Bar size spaces A:TM A306, Grade 65 or ASTM : written quarantee Iron tech trade or subcontractor stating diameter rod and adjustable tightener. Stager splices in adjacent horizontal wall reinfo-ting bars manufactured before field brick Coring: Ai Contractor's A]6 or ASTM A5b9. olid brick, Carefully erect all merberc. SOlec that work executed is tree and will rN-ain [roc from detects a minimum oC 4 feet. option, provide scored or uncored, for vertical t members so that of materials and wozkplanship for at least one year end that Poet Topa: weathertight closure cap (for tuhular posts) , brickwork. Do not use cored brick with net cross-sectional Steal Tubing (Hot Formed Welded or Seamless) ASTM A501. knots and obvious dein s wi'1 ntu lntorferr with repot[ and replacement of detective work and conraquentel one cap for each post, furnish ceps with openings to permit Provide dowels in tooting- and/or grade banns the sane size area less than 75% of cross area in the same plane or with placrrment of sults, Proper nailing or making proper damages will be executed in a timely manner at the passage o! top rail. and number es veritiral`wall or column reinfcrcinq. Provide cors holes less than 7%4" from any edge. Steel Tubing (Cold Forded Welded or Seamless) ASTM A512. coil'iec'tion!;, and not impair achtuvement of proper convenience of the Owner and without additional cost a minimum dowel]. protection equal to standard lap splices finishea appearances where to be exposed. whatsoever, Stretcher Barr: One piece lengths equal to full het h[ of unless noted otherwise. � W fabric, with minimum, cross-stiction of 3/16" x ]/<".q lilil�E' Cold Finished Steel Bars ASTM A108 .,rade selected by Cut cut and discard defects which will render a piece fabricator. unable to serve its lntendeu function. Lu,nLor may be DPI,WINGS AND SPECIFICATZON�: Provide ones stretcher bar for each gate and end post. Provide the xinimuw [.overage of reiniercing by concrete: brick: Miq. spectYicetion. Hot Rolled Carbon Steel Shoots ASTM A766. rejected by Arcf.itect, whetrer ur aur +t hes been Drawinya end sepciticattons are intendeu to shoe and Strethcer Bar Bands: Space not over 15" o.e., to aacure Below grade (unformed) ] inches Clear Mortar: Mcrtar mix shall comply with ASTM C. 0, Type "S" ihc.tallud, for excessive vary, twist, b„w crook, Below grade (formed) 2 inches Clear Proportion S ecitication, with special color added to match mildew, funi7u�, or mold, a. wall as for imprcpar ascribe details Por a completr building. Execute porta and •!reicher bars and to end, corner, pull and gate posts. P p p Cold Rolled Carbon Steel Sheets ASTM A7ti6. cutting arpd fitting. details not Cully shown on described according to etardard Walls 1 lrcnq Clear sample. and customary trade practice end in similar manner and Gate-: Fabricate swing gala perimeter frames of 1.90” OD Columns 1-1/: inrhe, Clear Galvanized Carbon strei Sheets ASTM A' with ASTM A525 int spirit of details, wtrich are shown nn drawings or described pipe. Metal and finish to match framework. Provide Beams and Girders 1-1/2 Innes Clear Wall Anchors: Provide wall anchors Lor veneer units of coating. General Framing: O () Z in specifications. horizontal end veritical members to ensure peeper q,ity suitable type for its purpose and of iiia times ltc required O operation and for attachment of fabric, hardware and SECTION 0]]OO - CASr-TN-PLACE CONCRETE structural. loaJi:u1, of non-corrosive metal end capable and Gray Iron Castings ASPM A46, Class )0. In addition to framing operations, normal to fallow apaci[ications and written notwo and schedules in accessories. receivinq brick wall ties, of non-corrosive metal, at 1U" fabrication and erection indica.ed on drawings, install V d preference for information furnished in the form of the Pert t - General :its. :nd 24" horizontally. Malleable Iron Castin • ASTM A47, alt Vnod backing reyutr@d for other work of ottrer g. .,rade as seiected. t.rad.s. now � W [swings. Detailed and approved drawings furnished during Assemble gate fumes by welding or wit.[ special fittings and Werk included: Cast-fir-Place Concrete finishes and vapor Part - Execution Steel Pipe: ASTM A475, coated [feel :+ire str-nd, afro construction are to ba considered explanatory and not as n vets, for d connections. Use same fabric as for barrier. and number cf vireo reyuired, cowman grade with Cl. s.+ , zinc Set all horizontal and sloped members with crown up. O wodificetions of drawings and specif!cntions. Notes, fence, unless reh@rwise indicated. Install fabric with figures and details on sold detail drawings are to be stretcher bars at vertical edges. Attach stretchers to gars ZN$PE�T14�: coating. O Related Work Specified in Other Sectil a: Focmvork, Non-Learing stud walls, sills and trimmers may be executed as part of These specifications. frame at not mor•. ehon IS" u r Attach hardware to provide reintarcing, site canr_reta, and miscnllAneous steel. Exami:e t,'.s arnat, and conditions under which mascr.ry work is Expanded Steel Grating:: ASTM B:09 anc.horvd to concrete with she ins. recurity agrsnst removal or brrakage. Install diagonal to be i.rstalled. DO not proceed with the work until g alloy 5052. P P .� Drawings and specifications are complementary and work roes-b.acing consisting of 3/6" diameter adjustable length Quality Assurance: Perform concrete work in accordance with unsatisfactory conditions have been corrected. ! w,i Aluminum Extrusions: ASTM 8221, alloy 606]-T5 except alloy All Il and partition studs and mullion[. ::h.,ll Le O I` ca ed for on oar end not. rho other shall be provided as truss rods on gates to ensure frame rigidity without say or ACI 301 and ]1R unless specified otherwise. 606]-T6 fr+ pipe. can a nuau: from sill to pldi; ar Run at least one stud O fir. though fully sit forth in Doth. tw.•t. FgePPRATION: un each side cf openings in stud wall- and partitions These specifications are divided into sections for Gate Hardware: Furnish the Lollow[n hardware and Codes and Standards* Refer to the following information for r from sill to lata. In aciJition, Alumim.m Sheet �`r P1aCr: AuTM 8209, alloy 6061-T4, ID111 P place one scut! g compliance of materials, products and installation Wetting of [!asonry Units (Dependent on Type Brick) : finish. trimmer to suhpurt each end of lintels over, Openings, convenience only. It is the responsibility sp rho eccessuries for each gate. techniques ASTM C)l, C94, C150, C260, C494 aid ACI ]^1, 304 unless shown othvrwi:x•. Contractor to determine trndw,t or workers responsible for and ]O5. Brick: Wet cloy brick having ASTM C67 absorption rates Aluminum Castings: :STM Dlr6, alloy 21a. le Q ell :sews for a complete project. These epeci[Ications Hinges :@ and material to suit gate size, ton-lift- greater than 0.25 os. per sq. in, per minute. Double plater with all joint.: staggered and lapping at O include only major ill Approval (n the rials, of tctormetlon off t e,rotfset LO ermit lOB de roe Stainless Sieei Castings: ASTM A296, CF8 or CF2^. lean tour feet and splice. Yp p g gate opening. Testing: irovide fixe access to work. A testing agency 1-sir secure the toviaw and approval of materiels, products and Provide 1-t/2 pelt of hinges for each leaf. will provide the required design mix. No substitutions will Usa wetting methods which ensure teat each mason:., unit is systems by the Architect. It Ss easuwed that all persons and companies proposing work on this project are skilled in Latch: Forked type or plunge•-bdr type to permit be accepter . Cement ar.d aggregates may be tested. Ta'..e nearly saturated by surface-dry when laid. Except for stninlr.sa Steel Pipe: ASTM A]12. Install nailing blocks and backing necessary for at c the Interpretation and use of drawings and s eciflcations p gate, with padlock eye as three fast cylinders for @ash day's placing and for every absorbent units sp@cified to ce waited, lay masonry snits attachment of grounds, finishes, trim, fixtures, and da all required cutting, furring, and bAl".ing for plumbing 0 oration arom either side OY 100 or less cubic yards oL each class or type o[ concrete surface-dry. stainless Steel Tuba: ASTM A554, Type ]02/]04. and heating pipet, fixtures, et•:, and have found these Contract Documents free ct on purposes, integral part of latch. placed. Take ane slump test f.or each test cylinder taken or suf[i;iant for bidding and successful construction purposes, Sta/nless Steel Bars: ASTM A714, Type ]02/]04. N asst or have notified the ArchiC@cr. in writing of such Double Gates: Provide gate stops for double gates, as requirad to check the water to cement ratio. I Fr.ime stud partitions, fr' .Ing arc: wolfs crntaininq `amblguitiea• consisting of in conc type oL flush plate with Shop Primer Tnemec 10-99, or other approved. fire cabinets, electric panels, plumLinq, heating or anchors. Set In concrsta, to engage cent[[ drop rad or Part 2 - Products Owner may matntatn C[ra insurance upon the entire structure ItlfiT61.i8T1QN. GENERAL: other pipes to give prover clearance. Cutting of stud• upon which work !n the contraIngs, ct !s dans ,enA upon all plunger bar. Include locking Aevlce and padlock @yens P ns lntagrltl part of ]etch, using one padlock far Cement: Provide ASTM C150 Type I. If. 3,000 psi aggregates Fabrication: 1n bearinq partitions arid shear walls is prohibited Thickness: Build trick veneer facing to concrete wall panel unless specifically detailed. • wetarlels in or adjacent thereto and ju stabl for use locking both gats leaves. contain reactive sutstanc@a, use Type II. Type III high beck-up canstructtnn to thu full thickness shown. Build t ar n. boss, if any, will he wade adjustable with and early strength cement may be substituted. Verify actual field dimensions prior to any Fire Stops: ,eyeble t0 the Owner as trustee for wham it may concern. Wire 'fins: For t in fabric to line etng'a-•uythe wall as Indicated un the drawings with J/4" fabrication. Y g palls, use ware ties A re ales: ASTM C3] 1-1 cowl-y unlasa shown otherw[sa. •paced For tying fabric to calls and braces, use 99 9 /2 inch max ]/{ inch maximum AR�TEQT: vire cies spaced 24" o.c. For typing fabric t0 tension for 4 inch thici slabs. Fabricate items with joints neatly fitted ant pro erl Erotire th,.t no fire stop is less than 2 inches thick Build chases end rosea es as shown or required for the work p' y and no ]est in width than enclosed spare within vire, use hog rings spaced 21" o.c. sscu[rd. pa-tltiun. Meter: Provide clean water free from injurious substances. of other trades. Provide not less t^an 6" of brick masonry Architect will be the Ofinal representative during between chase or recess and jamb of openings, and be construction and until final payment is due, Architect will Manufecturer'e standard procedure will be accepted It of consult with and advise the Owner. Architect may otserve equal strength and durability. Curing ompound: Provide Thompson's waterseal or other adjacent ceases end receaees. 1►it and shop assemble ,n largest practical settlor., for Pi,-vide stud wall And partitions with continous rocs of construction and render interpretations necessary for the approved. delivery to site. bridging or fire stupe which will form a complete .end proper end timely execution of the work. Part 7 - Execution Leave openings for equipment to ba instellad before effective separation 1,: entire width of partitions Vapor Barrier: Provide 6 mil thick polyethylene. completion oC brick masonry rock. After ins .allatlon of GrInA expaaed welds sm(,,)th and flush with a jacent placed ill such a manner thrit there will he no concealed Architect will not he responsible nor have r_ontrol o[ change 11.+I1AL.LLa21'2L: equ pme't, complete brick masonry work to match work finished cur!eces. air spaces greater than " fust in vertical dimension. A Aixtures: (Use onl with vii en a irnmadia_ely adjacert to the ops-ring. , over the seta or omirsiona, construction means, methods, y � FProvel of Architect) , lntwrmadiace stops may be to lin@ with opening ho-adrrs. techniques, stquoncet or procedures or for safety Top Rails: Run rail continuously through post caps. Exposed mechanical fastenings flush countersunk screw Provide furred •parr between stud walls and partitions Water Reducing: Reduce water 5 percent m n Cut masonry units using motor-dirven saws to provide clean, or Dolts unobtrusival located on with with dost n with continous fire rte s at same elevetiun es those Ln precautions and prugram�, or the cnntrector, workern, J Smum, char unchi ed ed Y g e trades, suppliers, or any n[ their agents or employees, ar Brace Ass,mtlies: Install braces ea posts are plumb when increase 26 day compressive strength, dacreesa 21 day P, PP gas. Cut units as required to provide of structure except where specifically noted otherwise. the enclosing velli which must be installed diaconal rod is under ro er tension. drying shrinkage, ASTM C494. patter[ shown end to Cit adjoining work neatly. Use full- a �s� any other persons per[ormina any o[ thw work. 1 P P horizontally, thus forming solid Estop from outside to �IJN PATION I ;.,, r �T�I/& sirs unit•, without cutting whatever possible. Make exposed joints flush butt type hair-line joints outside of studs. At all concealed draft passages or -- - - Arr-hitect's Liability. The Owner and contractors Tension Wlre: Install tension vires bete[[ stretching Acceleration or retarding ASTM 0494. where mechanically fastened. shafts Including !airing spaces, ensure that maximum Revisions recognizing the inherent risks connected with ccnstru�ticm fabric and tie to each post with not lass than 6 a. hatch existing brick. masonry work of adjacent buildings, dlmpncion 1s not ra re than 8 feet. Fire stop all a gee and to ilmlt an and ill liability, claim for damign•n, Air entraintnc 4 ercent minimum, 6 ercent maximum air including coursing, bunaing, color, texture, joints, brick 9 9 y + y, galvanized wire. q ! P p j Supply components required to proper anchorage oC nr.tal partitions at al' c,,;pended ceilings. ., content b volume, AATM C2t0. size and type, g L( d_/A/u p cost o[ defense, and expenses to be levied against the y fabrications. Febrlcata anchors c• and related Y_ �] Dt� architect on account of any dpslgn dw[ect, error, omission, Fabric: leave approximately 2" between f.nish grade and LA1'It1G "'A;:ONR'C..ALLSt components of same material and finish es metal Learinys: --- - or professional negligence to w sum not to exceed the amount bcctom salvage, unless otherwise indicated. Pull fabric Non-shrink grout premixed compound consisting of non- fabrication unless othe arias specified or ahovn. 7; ��/ metallic a ere ate, cement, water reducing and L)l of the Architect's fee. taut end u• to pasts, rails, end tension wires. gJ g ) plasticizing Mortar: Sea Settlor "Masonry Mortar" Mek.e bearings full unless shown otherwise. - - egents, capahle of developing non-shrink characteristics In Thnrouqhly clean aurteces of rust scale, grease end $UL'STITUTIONS: Doth the horizontal and vertical direction with minimum Loreign matter prior to prime painting and gelvanizlnq. Finish, bearing surfaces on which structural members are — ----- cc,rressive stren th of 2,400 Ley out. versa In advance far accurate sp nd ' o[ :urfa�e 'o rest so as to give sure end even support. Where • Stretcher Bars: Thread plumb, level, and secure for full 28 de s g psi in days enc: 4,000 pat In bond pattern; with uniform joint widths Ind +:o properly • Submit substitution of materials or methods proposed to opening without interference. Install ground-set items in y locate o enii a, movement-type a Galvanize all m!scellaneoua metal lebricetions exposed framinq members: slope, cut or notch ends as required to Owner in vritin Cor a [oval or dental. Re Cleat these qe, as recommended by fence P 9 yp joints, returns and offsets. 1 ___. concrete for anchors to view and prime paint all other items. Do not shop give uniform boerin surface. q Pp q manufacturer. Ad.just hardware for smooth a eration and Concrete strength for slab to be ■tnimum 2,500 psi et 22 Avoid the use of less-than-half-size units et corn.+rs, jambs pr.me surfaces In direct contact with concrete or other g vubstitutions at the following preferential *ane-, but In no ) p , and wherever possible at other locations. case• at such a time that Contractor and Owner review then lubricate where necessary. days end footings to ba minimum ],000 psi at 26 days. cementltious materials or requiring field welding. Shimming: Do not shim any framing membe' except where could delay the project during bidding pwrtcd 15 work.irra Snop prime in two coats. Provide minimum G60 specifically shcwn or required by draw:nys. days prior to latest ordering date. Substitutions will be TLa Wires: Use U-shaped vire, conforming to diameter of Meximurl slump shall be slabs - ]-1/2" - footings 4". I,ay up walls plumb and ttv a to comply with apecifieci galvanlze8 coating where galvantetnq is required. tolerances, with courses level, ar_c.Irately spaced and Firo'ect Number approved only tf materials or methods are desaonstrab]y pipe to which attached, clasping pipe and fabric t/rmly with B1ocY.tn Install blocking re aired to support all J i i superior in quality. Manufacturer's literature along may ends twisted at least 2 full turns. Bend wire to minimize Part - Execution coordinated with other work. 9: 9 q Part ] - Execution Stems o[ finish and to cut off all concealed draft ©'1��e not. be e1ltCic[hnt evidence o[ of of superiority. A hazard to parsons or clothing. Pattern Bond: Ia ax osed brar_k mason[ Ln the runnin bond openings, both vertical end horizontel, between ceiling toques[ [or a substitution constitutes a rapreser.tation that In ,Ieneral, ,lace concrete in accordance w th ACI 101. y P y g Ot:alr at,provdl of Architect prior to site cutting or ■aktny and fluor. mitt' r Fasteners: install Huta for tension bands and hardware patter[. shown with vertical joint in each course cart@red on edjusto.ents which are not part of intended war),., or are not werk.ers and contracts waive all claLms ur additiar.al labor units in nurses above end below. lay concealed masonry show[, on she Brewin s. or material costs which ma become subse uentl a •rent b bolts rh aides o[ lance opposite fabric sada. Pttsn ends of P 9 Atinnment: on all framing, remLcrs to rrce!',e a } q Y PP Y with all units in a Wythe in running bond or banded by finished surface, alit y APR. 200 1 988 the use of suet substituted materials or toducts. bolts or score threads to prevent removal of nuts. lapping not less than 2". Bend and interlock each course o[ )n finish sub-surface to vat not P Ensure that anchors, seats, plates, and other items to be Install items square and level, accurately fitted and free more than 1/R inch from plan of surface of adjacent I cast into cor.creto are placed, held securely and will not each vythe at corners. Do eat use units with less than 4^ Tram diciortlon and defects. framing end furring members. $$ Aatizontal face dlmenslons er: corners of jambs. z cause hardship In placing concrete. Mat;e provisions fc:r erection stresses by temperer., bracing. Mrintain records of poured concrate. Record date, lccaf.ion, Mortar Bedding end Jr,inting: Ley solid brick wasonry units Ycer work in allgnre:t. - quantity, air temperatures, and test samples token. rith completely filled bed and head joint; butter ends with sufficient mortar to till head joints and shove into place. heplace items damaged during instelletion. Enscre that reinforcement, inserts, embedded parts and t>o not slush head joints. Cut fonts hush for mesion[., valla 1 formed joints are not disturbed during concrete placement. whish are to be canceled or to be covered by other materiels, unlaas otherwise indicated. .n \ fo I - I . - ��_—_ _ __-2) , ,.-. 'I�u . ft ,. , yL flu c y M�9y.w`.;.i0� .1J M ^t•l; r'a ar r`. !�.1 C r+'A'.1 � � ra 11 I 1111111111111111 i Ili ii i� 1 1 ) Ili ) ll � lt �ii��i�i�ilili ililili ilili �i ililili1I � lti i � ili1 ii .i � ii� ilt�ti� ili Ihi11141 ti il � � ili � iliiii{il�lt111111111111111 III III Ilia I �..__.. - 'ANNOMnyr I .�'°"` �. .,.,�„w,,,"„.. ' NOTE: IF THIS MICROFILMED I I I I + I I I ( 4 I `l I I 7 I 4 I (� lb I 11 I 1) -..• _1_ _-_ _ _____- __1 __ ___- I I DRAWING IS LESS CLEAR THAN r —�— —_1------_ ____1____________ _ 1 __. � Yi. p J THIS NOTICE, IT IS DUE TO _ _ __ _ ' I THF QUAL ITY OF THE ORIGINAL g Z Z LZ Z 4Z Z Z Z I L Z 6I �T L I 9�T I T T ` I TTI T _ B L 8 9 / £ Z T )i res w� DP tW I NG, IIIII(IIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII Ilillllll IIIIIIIiI Illilllll fllllllll IIIIIIIII IIIIIIIII IIIIIIIiI IIIIIIIII�; :!;iii iiiili�i�li�iiliiii iiiili�t� ,��Il�ii Imlllll i�i�lil�ili�iiliiii iiiiliiii iiilliiii iliilii�i iiiililii iililliii iiiiliiii iiiiliiii uiiliiii iiiiliiii �iiiriii y . ) I , ;! 014 a 0. 0 I JUNE 1 1I It990 .-.mss ►_ Jr. . ._... .. - - _. .. __.__ . ., - _. moi,. are.rerftrlm.,+...' — I - _. .——..a.e�J,a:aA..ibiL;FBLI@,a al•+V600P ..-:_."c w.r ......_. � 004i 116471 -,***) 04 ►� �:� a:';1.-, Fasteninr"""`e"""m`D""D"` g � �' Use only common wire nails or spikes of dinaet.. .,.n Vertical Locations: Provide mineral wool or glass fiber ypsuw Shaathing: JOB CON'•r?TI_c,Ny � Quality Assurance: Provide willwork fabricated in end to protect the in-called cork of other trade*. In the tsquired, accordanco with recoruoendations of MIC Fabricated millwork beets, kraft- a �t faced in thicknesses necessary to west does not: have to pe tion of with WIc certification, however, P P' event of damagE, itmmrdiately sake all repairs r.nd I w,",f aged k-11 value expressed as average in and out value. I stall panels horizontally and/or at right angles to Coordinate vork of this asction w.th interracing attd replacements rtcessai to tt.e approval of h `- JON It. JU RGLEN S 'C For conditions not covered on drawings, provide field or shop inspection of items for this r sr ,orfs, with J j staggered ndloining vork for ro et se uencin ;f a .-h installation. Y PP the Architect, and p Qperty Ly WIC F grooved edge down., and end uint,t sta p p q g at no additional cuss co tis Owner. �'•r� penetration fate piece receiving mint not lass than field rsprurentative is raqu�reJ. Part 3 - Execution C. supports. Screw as recoma.andsd by manufacturer. ,, 1/y lecyth of nail or spike, preside' that 16d Walls .'ro de a minimum of 4 per 2" width at each support, or Part 2 - Products J,�, ►�'bo used to connt ies of two inch Reference S'-andards: Inslate all exterior arses adjacent and contig.tous to pe LhicknE*6. spaces unheated. FLASHING AUL SHF"'' ME'T'AL ",?I -S: aHFET METAL AOQF PANh(,�i A I i, r�. iU,U�tL PS 20 - American Softwood Lumber Standard PkEFAh& �: • V `�� For bulla, be"fi holes 1/]2 inch larger Ln diameter Install insulation where ahovn and as required. Ensure Sheet Metal F:ashiny/:rim: Materiel: 2{ pays hot-dipped galvanized, Kyn,r 500 finish, (' than bolts being used. grill straight and true from NSC - Woodwor/ting Insti;ute of Calitoznia secure attachment so that lnsulatlon well not sag over time. General. flet sea■ paMl. �.� one side only. , Friction fitting is not sufficient. Mechanically attach all Zinc-Coated Steel: Commercial quality with 0.201 copper, `. Nest coast Lumber Inspection Bureau (NCLIB). Number 16 insulation. Double sided tape attachment is not ►cceptable. Carefully lx and prepare meterialt in compliance w th the ASTM A 525 except ASTM A 527 tot• lock-totmin G40 hot-di e, 'iii.. OF O� SLC-TION•06180 - C UIEU LAMINATIA STr+I1rP�kAt Ui.1T� manutactur i s direcrions. yalvanlzcd, mill phusphetizsd whore indicated for aintinp Profile: Standing seam panel, Tee-Panel" Berridge .Standard Grading and Dressing Rules for Wsst Coast " p g' Manufacturing Co. or approved •goal. Lumber. Ensure the continuous insulation of the building en,clope. 0.0299 thick (22 gays) except ss otM rwiee indicated. Pari 1 - cer,erai Tape all joints, bush ends and aide Do not mix c sting waterials produced by difterc Color: Mach existing and cur..irm with Aichituct. Storing and Handlin wenutacturer' directlo,ts• Miscellaneous Matucials and Accessories: 1�,(f>_fE:D DUCU(�t:1•:: 9• Provide two la ars of insulation la Sheet Metal Accessories: Acccscories same color and gage. Y ppfng openings by 14 Do not mix coo n materials Solder: Fur use witri steel or copper, provide .0 - 50 Deliw r and store waterials ac lob site in a safe arae inches or more where intended to bs of sound resistive g produced by ditto ,,it I tin lead solder ASTM Drawings and general pruvico i io the contract, including out of trattte and shored up `f ground surface. construction aC locations such as phone outlets, eleccr:cal, manufacturers, lase otherwise permitted by a / ( T b 32), with rosin flux. Fdct.eners: Per manr,tacturer 's roc„mmendations. General and Supplementary CunJitions an,i Division I mechanical or plumbing penetrations. manufacturer's i structions. Specification sections, apply to votY, of this eaction• Do not store millwork outside. Uu nut deliver any Fasteners: Same metal as flashing;'shuet metal ,,r, other Ya[t 3 - Execution 6 roillvnrk to project until spaces or other surfacers to ECTION 07240 - SYNTHETIC PLASTER SYSTEMS / Store mate n els in tightly covered containe s. Maintain nunc-)rrisive metal as recommended by e'reet manutacturer. Q).srh;yl'1o1; OF NOkK: receive St are prepared. - / contain¢rs used Ln tcrage, mixing, an a kation of paint Match finish, t}'pa and sera of expos• ' huads with material Surface Conditions: Prior to the erection of work of this M /// in a clean condltlo tree of foreign lois and residue. bulrvl fastened. section., verify that work of other trades is sufficiently e e t rt - General t The extent of glued laminated etruc:,;c•al units is rnovn on Protect products with adegdat� vaterpsoofiny' complet• to allow this installtion to proceed and ve n ry dna-,nye. �SI71.I} : Stir all motertals Lr ore applic,t.io produce a mixture Batu incus Coating: FS TT-c-a94 ur SSPC - Paint 1:, solvent that all such work enables the vork of this suction to be Exetctuo care in oft-lcadrng items to prevent damages, of uniform density, it as reyuiied ng the applicatir•n type bitur :n s tom feted In accordance with Drawings Glued laminated timber is hereby defLnv tc include wood chips, aplittiny and breaking. D whys and general provisions of the Cotnract, lncl5 udin, of the waterials. (u c .,fir til ich may form on U,e Yp mastic, nominally tree of sulfur, compounded P qs and these far 15•mii dry film thickness per suet. Specittcations. In the event of diScrapancy, immedi..tely �O/� Gs •nal and Supplementary Conditions and General surteces, intra rhe n+te ial . ke,r,,, a film end, it notify tfe Architect and proceed r. directs. V 1 men ars la rlcatsd from 1" or 2" nominal thickness lumber Pert 2 - Products ke irements, apply to the work of this section. necssray, strain the not r`al before ee. Mastic Sealant: Polyisobucyle;:e; nonhard•,niny, nonektnninq, glued face-to-face to a depth of d" or more. /` F,:4; ; Measursmonts: Before fabricating sheet metal, vera:y The types of glued laminated structural unite specified in Finish Lumber: W APPLICATION: O nondrying, nonmlgratlny sealant. shapes and dimensions of surfaces to be covered. it field Elastostric 8aalant: General type ra.�sslmandsd by measurewente drtfer slightly from drawing dimensions, modify this section includes: PS 20 yradeu in eccurdancc with NFIA Grading Rules, T'1,c xter,t of exterior special coating system won►; is s wn General: vork as re aired for accurate tit. It mear;urements d! A< manufa,-6;urer of metal and tatricatos of anmponenta being 9 differ Straight-grained beams; including girders sub-members maximum mo ere content of lu pe-resat fur interior on t e drawings and schedules, and/or as heroin epccafi d. sealeA; comply with FS TT-s-UG2'r, T:-S-00230, or TT-S- substantially, notify Architect • and cambered members. work, 18 percent for exterior w.rk. Apply primers/edhes.ve tc e t r gypsum sheathing board by Y prior Lo fabrication. "trowel method" only for apple tion of Dryvit Insulation 001543. This ork includes the eFpl vilrfn es exterior special Painting: Protect contacting dissimilar metals against Qyji�T}' ASS!rRAI1CF: Accessory Materials: coar:i systems to it ams and surfaces as scheduled, Board. Extrusad zibbnns cr da shall Rot be allowed. Adhesive,: Type re.-omrt.ended ,y flashing sheet m,u,ufacturer galvanic corrosion with asphaltic compound, 7-1/2 mil dr 0:6 U }p film thickness• winimum, a 1 9 y lnclu ng surface prdparition, priming and top coats. !or water: Type nuc or-resistant lashing end adhesive pp fed to cacti contacting metal Nails, S F Apply exterior spacial coati y brush, culler, spray, application of flashing sheet. face. V tan err s: Except as otherwise indicated, comply with pekes end Staples: Comr,.,n, except as otherwise age ANSI/RITC AlyU.l-]983 "Structural Clued Laminate T'imber.• indicated, galvanized for extetiur lOcaiiur,s, high Qldl.t tssuRANC�: manufacturer'stdire�tionsco Usenbreshiedsabestweuitedefor the •.-. humidity within conditioned spaces, and treated wood, t 7geglets: kegler above roof lase tlasl,in on masonr Workmanship: Form to shapes and dimcnt;ione shown, true from Manufacturer Qualification: Provide factory-glued plain finish for other interior locations; site and Manutec enure ofleFiny products to comply with requit menta ype a. material being a} fed. UA rollers of carpe[, 9 y parapets shall be Fly Spriny.cck 'lshinry System MA es da:eetr which iwpair strength or aa[ appcarence, Form for act far apociel coating systema including the velvet L1acY„ or hign-pie sheep's of es recommended Uy manufactured by Fry kegler Corp 6:5 South Palm Avenue planes and lanes to fru• alignment. /� structural units, produced by AITC-licensed firm, qualified r type to suit appllcatlon. the manufa.:eurer for mat Tial and to ere required. Paint \1s/ tollowi Alhambra, California 91803. to apply the RITC "Quality Inspected" mark, � all new sher:tmetel work rime coat an two coats enamel to IMSTA 110 with Lard Butts FS t'F-b-use. DRY IT SYSiEIaL', INC. match drpvit color. h■ t Factory mark. each piece of glued laminated structural un,ts c \/VI♦ with AITC Quality Inspected mark. Machine bolts ASTM A30'r• R-NA L SYSTEMS, INC. Metal Accassuries: Provide shecL metal dips, str.:,,t., SYNE GY MLT'HODS, INC. it, an approved equal Liu act. to Completed Wotk: anettoring devotes and similar ei .essory units a required General: Install plane surfaces and Seams without waves, I...1 M ON toz installation of work, matching or compatible wir..h warps, buckler, tool marks, fastening sttesses, or = " meet g these npecification reyuirPu:encs• motorial Doing installed, noncorrosive, stie and a u dlatostion, allowing fully to expansiui, and contractions. N {lace AIT[ mart. on timber surlecee which will not be Wood i'resr•tvative Wolmanizu,y trca•ment at least two ( g g Coordinate vork of other trades affectin � � � Mat approve, *amp re for color, texture rid coverage. r@quried for performance, g sheat molal J expose in completed work. weeks prior to d[ ltvery to site. Manutactur i s Data, Pxterior Special Coatings: Remove, refinish o *6 for vork, not to tom lance with roofing. C� buiidiny Paper: Provide Sisdlkcatt, or other approved. specified require ata. Elastic Flashing FJ:ler: Close,i-cull polyethylene or other a O RN.'_TTn1S; Submit 7 c fes of manufacturer's technical into amt ion soft closed-c.11 ,aaterlal zecommcnded by elastic flashing �/ Including sic materials enyalsis and 1n toilet on i'1.E9L•'_.UP A11Q. ECfI011: Root Panels: Secure with faatenets per manufacturer's s Fir � i't act Geta: Submit manufacturer's date, specifications Rrquirsmunts: Unless noted otherwise, sizes of millwork, manufacturer as tiller under tlasning loops to ensure rec.owmenda n �+ tlo s end approved shop drewinys. In*tall panels an lnsta *tion lnatructions covering lumber, adhesives, and stock lass than 25/72 inches thick, referred to in these anatruction for ench materiel specified. Tran• it a copy movement with minimum *trees on flash sheet. fabrication process, preservative treatment, accessorius sp'•clfictionS and nn drawings, Ace finished sizes and ut.het. of each manttacturer's instructions to the axes ice special i'le.u,-up' \ full-length and without. transverse seams � O including hinge connectors, and protection. deer aro nominal lupiber sizes. Dress to conform to yard coatings ap icator. Lisi each material and cr ss-reference size as given in Ameii_an Lumber Standard:,. to the ape r_i ie coating and finish system and ,plication. Dtring the ,,r ,Dress of the work, renc,ve from t to act all Plnstie Rooting Cement: ASTM D 28:2, asphaltic. king Cloeninq and Repairing: Incltiing wort, of other sections, 04 :Z �: � �j '1 Identify by erufacturer'a catalog number and eneral ditcarded ma eriale, rubb'.h, cans and rags re"ul Ing from clean, repair and tcuch-up or replace when directed, f-. a N Sunhat certification, signed Ly an defacer to the Che work. FABi+ICATrD UNIT': products which have been soiled, discolored or demdged by a� Pla is Laminate: clessificati vork of this section. Remove debris from tiroe]ct site upon � � ? "d manufacturing firm, indicating glued laminated timber so General Motel Fabrication: � _ comply with requireroentu of ANS1/A]TC A79u.1-1963. Sar,ples, Exte for Special Coatings; Upon comp tion of work, clea.; all coating-spattere work completion or sooner, tf directed. U t Exposed Surfaces: Provide high pies.^,ur: laminate surfocrs• Remove spattered materials by proper meth ds of M Fart 2 - Products conformin5 to NEVA Standard 1.L.a manutacture:d Ly Furmice Corporation, Fabricon Products, Ralph Wilsun Submit samples ter Architect's review of cul and texture washiny rid scraping, using care not to scratch or of erwrse Shop-fabricate work, to grea'est extent possible. Comply SLCiIO!; o78uo - RUOt' ACCESSCRIEs re', ^5 M with dotaila shown, and with applicable requirements e! .....r F.a.r GLUE L&MINA�t:D STRtIC^UR� UNITS; Ylnsti_-e., or other approved. only. ve.aresp ce wfth all other cegrirtment 1S the damagc Lnished surfaces. SMACNA "Architectural Sheet Metal Manual" and other exclusive resp isibility ut tno Contractor. Provide a recognitect industr 1 Part 1 - Genorel Lumber: Comply with ANi;I/RITC Al�u.r-111113 and applicable vertical Su.faces: 0.028 inch thick minimum. listing of the uterfdl and application for ach coat of I Prete ion: y practices. Fabricate with ex ,ansion provisions ter running work. Form work t-t tit subatr.tes Work Included: Provide rout hatchet.. each finish lam lc. Pru ct work of other tr des, whales: Lo be coated or no Comely with material ma•tufacturer instructions and roqu't a•.coc ch ievor; srequirem cited therein for yraJos recommendations. Form exposed street metal work without required to achieve requirements for allovaDle stress, Horizontal surlecos: o.OSO inch thick minimum. On 12" x 12" bar bored, provide 2 samples color and erg net damagc by the worY.. Corre• t d.,maye by cleaning, •>:cessive ilcan Related Work s ecifiod Ln Ocher Sect o Hing, buckling end tool marks P 1 ns: Roof deck, eppessares, abr cation limitations and species (1f any). r airin or re lecin true to gins Miter tops at corners o! cabinets and eount. rtops, materiel, with t xturo to simulate actual onditions. 9 p g, end rec�a•.ing, ..�. der seed by the and lovcls es indicated, with ex used ad es folded back Co in�ulat/On and chest metal.. Appeara-ce Gradse: Industrial Grade, complying with AITC Resubmit each sa ,le as roquested until re ufred sheen, chitect• Leave ell vork in undamaged c.nd. ion• P y teem hems. Part 2 - l ,oducti. <_D 170-83 for all members. Architectural Grade, com ,l in with Mood Cnhinetr Provide • color, and tuxtut • is achieved. SECTION 07510 - BUaLT-UP RO^rING SYSTEM plying 9 Y promanufaCtured cabinets end Sears; F'abric,te nenmaving scams in sheet metol with flat- kr,ut Uatchot.: Provide pretebricatud units manutacture,l or. AITC 110-83 for all members exposed to public vies. Pullmans -,it required by drawings. Ft.bricate in pE_iVERY A log./; seams. Tin edges to be seamed, form seams, end solder. accordanco with AWI Custom Grads specifications. Scope; galvanized sl,cec steel, prime pniniod, c�mplats with oam- Lumber Species: Douglas Fir Deliver materials o the job site in ori i.nal, naw and action spring-load,cl opener, positive lrtchinq device. Basic construction particle board interior surface,. for Expansion Provis.ons: Where lopped or ba"onet-type Ensure t Adhesive.: Comply with ANSI/AITC A190.a963, using vat-use sidta, dividers and sholvss, hardwood plybackc such as unopened peel:ages d containers beaeiny wanulacturir's Mme Furnit,h all labor, material, equipmen_ and services required expansion roe' hat unit ,s full} insulated t. Pr lad end inteq al P p i+ lons in vork car, ut be u*ed, or v..uld nu[ Lu 7r (waterproof) adhesive, unless othsrwlse Indicated. mahogany. an label, end the f flowing information: and L'icidentel to the application of hot mopped roofinry curb, and that ctrb has built-in cant. Provide oath ens! cf materials necessary tar a complet weattivrtight installation. sufficiently wa er/weatherproof, fuir, expansion joints of size necessary'tc, comply with drawings. Weatherstrip ltd. Fnd Sealer: Menuflicturez's standard transparent, colorless ia'Lic Lu,lneto Cabinetry: Provide Custom Grant, , Name or title naterial. intermeshing hooked flanges, not less than 1" deep, filled Provide unit manufactured by bflco, T e "S-- INr •cu or woad sealer, effective in retardin transmission of moisture premanufactured cabinetry fabricated from: Porton II as Fell Spec. numb r, if applicab Coordinate with Carpenter Foremen for installation of wood vit.1. mastic sealant (concealed within joint YP 1 Manufacturer's tock number err, to of manuLicture, insulation stops. ) . other approved. [_- at crossgrain cuts. manuYectured by Willawette Industries �r Wither approved. ::::: ) I Sealant Joints: Wher.o movable, non-expan-,ion type joints Pretabriu+ted Curhr.: Provide shop feDricted curbs for Manufcturer'S na e. Fre-Rooting Conference: err• indicated or required for proper partormance, focm metal rooftop accescor Penetrating Sealer: Manufacturor'a standard translucent Part 3 - Execution Contents by vole c, for ma or ant and vehicle i3s and equipment which does n-o have itsto provide for proper installation of elastomoifc sealant, own Integrally constructed curb ouch penetrating wood sealer, which will not interfere with constituents. fn tom lienee with industry standard:. 9 Y es &_ Application of wood stain and transparent finish, or Selection of Lumber: Carefully select all members. Select Thinning and mixt g instructiA� Notify Architect, roofinq manufacturer's representative, and P y fantnh, as indicated. p paint members so that defects will not Sntazfer with proper Applicetlon lnstr [tions. Z • rooter at least furty-airiht (48) huurt, beton• starting mechanical/electrical equipment parapets, skylights, hatches, relief vents, column end pipe penetreiions, etc. nailing or making proper connections, and aur. impair Color name end nu erg roofing work. Atrangu a mutually nccepteble limo Lor Separations: Frcvide for sopat•`.ion of ■alai Iron Menutncturo units from alvar,ized 24 meetin at the p noncom e 9 gays steel, internally - ) achievement of proper finished eppoatances where to ba 9 job with all notified srties of review of p tibia metol or corrosive substrates by coating braced, insulated with treated nailer and built-fn cant. Finish: Except as otherwise indicated, finish expoaud. Take precautions to ens re that n and work areas are the roofing specifications and job conditons. Obta1T the concealed surfaces nt locaticns Of confect, with bituminous fabricated esscn,blies and fasteners with rust • adequately protected it fire n and health hazards acceptance and approval of all parties Gn neteciels, coating or other per".anont separation ac recommended by SECTION O'79OU - CALKr: ANL' SEALANT•,: inhibitive primer. General Fabrication: resulting from handling, mixing application of exterior details, and methods before baglnning roofing, manufacturer/tabricator. ----•-.--- —_ spacial coatings. Part 1 - General ea;for': Part 3 - Execution iii CATION: Werther Prot seJOB CONDITIONS: tn w,rk InluAvd: Sea;dtt: and ba.-►cr:;. Manufacturer, mill, fabricate, asemble nd ffrfnh ell INSTALLATION R O'7R M NTS• General: Comply with ANSI/AITC' AlriO.l-1483 in providing mill vork by skilled mecM nice using approved standard Project roofing naterial at all times from wetting and �_�__:• ws_hoJs of manufacture and workmanshi moisture absorbtion. Store rolls on end in a dry arse, gelated Work S),ecitled In Other 3cctionu: Glasr, and units indicated; where dimensions are not completely F• Do not apply coatis pp } ys who the to erasure of are to he General: Except ,t otherwise indicated, comply with glazing, ancf Sealants used in conjunction documents, provide, manufacturer's standard sites and shapes elated and the surroundin air t rotectad from ground moisture end coveted at all times with � tion with concrete required to fulfill Indicated Prior tr installin an siding, apply courain! of P ge s tures ere below 15 p manufacturer's installation instructions and flatwork. porfurmences. q Y 9• fiP Y degr its F., unlus:: orherwi a perm fled by the coating vaterproot covering. Remove improperly stored and moistuta waterproof building paper. 8neure complete coverage of man.`ecturer's printed ins ucti s. damaged material from the premisen. Phase the worx to recommendations, and with SMACNA "American Sheet Metal Allowable Stresses: Pr„vide tabricat e,' u,.1'r: to con,t:ly, with surfaces to receive sadlrlq. Pinel lnstrllatlon of complete roof ung assembly in each area without interrupts Manual". Anchor uh as of vork securely in pl5ce b method COdes and :,tondards: Provide an inf.La AITC standards for folluwliro desi9;, stress ratings (psi fn building paper and siding is to t*tes>/ emtr onto indicated, r•ividin for thermal ex y lla'ian in strict Y D• act apply coatings in sn w; r in, fog, or mist; or when when practicable. Coat in and waterproof -oofing meterial�s P 9 expansion of metal units; compliance with Tile 24 ruquin,menrs. each case): interior spaces of all moisture, valet, dust, light oud t1;c relative humidity excee e_ or to damp or weal laid, but not completed duo to weather conditiohs• conceal fasteners where possible, and set units true to line air' surfaces, unless otherwise perm' ted by the manufacturer's and level as indicated. Part - Products Dry-Use Normal Bending: For principally t•cndin7 printed instructions. guarantee: perpendictlar to wide faces of laminations; Ft, 2400, Ft Ensure that moldings and trim,: are true to detail tied flanges If work, in a thick coat of plan*.ic roofinei Provide acrylic or terpulymor acrylic base, chLr,i,_dl curing, 1000, Fe ]SUO, Fc perpendicular to grain 38G, Fv 165, clean and sharply detir,ed. Kerf or bock out flat Coating wort: tray be continued ring inclement weather only The Sub,;ontractor shall furnirh a written, notarized cement where requited for veterpzoot performance. self-leveling type non-sagging uniform hur_,yc•ncuu_: and tree and E 1,800,000. wetttbers to prevent warping. if the area and surfaces t , b painted ere enclosed and guarantee cocighed with tho Gonvral Contractor covering both from lumpy, capable of being continuously immersed in water, heated within tl-,e temPeratutC imits specified by the roofing end sheet metal for a period of two (2) years from Install reylets to receive counter flashing in manner end by withstand moveme.•t up to 12.5 percent of joint width and 2 Camber: The required cember for fabrication of each member Conceal means of fastening where other than glue manufacturer during applicatI and curing periods. he date of accefi[ance, verranting that ell surfaces exposed methods indicated. Nhere shown in masonry, furnish rs lets satisfactorily gunia to at 70 degrees F nci,-stinanc and non- is shown on drawings, and may be either circular or Joinery i:, emplo^ed. Use fine casing nails carefully to weather are watur-tight and free from detective materials to trades of masonry work, [or installtion es vork of y bleeding in colors to be selected by Architect. J parabolic, at manufacturer's option. act without han,rt:r marks. Part 2 - Materials and deficieneiss in wor,.manship, and that he will maks good Davison 4 suctions. by corractinq or replacing my portion a! this work which Acceptable prodic-ts are Mono manufactured by T'remcd, and One End-Cut Sealing: Immediately after end-cutting, each member Countersink without impact, counterborf. and carefully dL1At Ot',q(.IT7: !ails to rho performance oI its purpose. Install counterllashiny Ln reglets, either by snap Ln• ,'art Acrylic r alent wanufectur4d by DAP. 000 to final longth, apply a saturation coat of end scaler to plug with wooA of same kind and color as surrounding seal arrangement or by wedyinry Ln place for anchorag0 ends and other cores-tui surfaces, keeping surfaces "!loot- surfacer. in exposed locations. Exterior Gypsum Ooard SheattIng: Manufacturer's special Claszific.•UM: UL Class A Rating, and Complying with zoned end filling reglet with mae:;c or elastomeric sealant, W.iere required, provide acoustical sealants hanufertutcl by coated" for not leas then lu minutes. water resistant um boar for exterior use, rounded or wind losdiny as Indicated and dependin8 on ds nee of sealant U:: or other approved highly ticalfsealent, permanently flexible Q gl'Y' EENGINEERLf. MOOD TRUSSES: beveled edges. Treated cor , wa r-absorbtion limited to exposure. M;�P�!+1-Suttochi shrink end stain resiatent. Notches end Tapers: Notch and caper units err indicated on SF.r-f ION Ub912 - PR101. ASTM C 473. NOTE: 1 wood sheathin shown in a �• Y 9 JAL:h�tL_ D L raainrls only. Notch and taper ac the factor one}'. structural requirer^ent and not su �ect to substitution with !' :•t-NINQJF)ID P1SQ1'IS” 2N: Part 3 - Execution Shall be es manufactured b}• an approved manutacturer. gypsum board sheathing. Type end Manufacture: Built-up asphalttc roofing (mineral Clean exposed Manufacturer shall submit his drawings and engineering p and metal surfaces, removing suLstancos which Alitly and install sealant where shown on drawings if not O Seal Coat: After apply at eaot, and sanding of each unit, and surface) Owens-Corning Fiberglass. Class A. (43-NC Parma ry O calculations to the buildinr de ertmont for approval andight cause corrosion of metal Ot deterioration of finishes, shown on drawings, apply and install sealant materials ��[ en -coat seating, apply a heavy saturation coat of J p {p Thick:isse: 1/2" IncePly-R) or approved. Protect from damage by others. wherever expansion and contraction occurs Letween materials 1Z Z �,,,,/ penetrating sealer c+n euitecos of Each unit, except fur furnish the Architect with approved truss drawings. trear,ed wood whirs treatment has Included a vet.or repellent. Calculations shall be ■lgned by a registered engineer Dryvit Primus/Adhesive a manufactu ed h; DrivLt System, end LU which could lead to intLltretLon oz mnisturs, W .TMInstallation: (1n accordance with manufacturer's printed water, light or air blown particles into building end withinUJ (Ca iturnie Reg Hey.) . Inc., PorLldnJ rcmuit - xpa ded p, l;t.e 1. instructions) SECTION 07610 - METAL ROOFING SYSTJtl building where changer: of Materials In same or different Hinge Connectors: Shall be as manut,ctureA by the Simpson Cc planes could allow moisture, water, or air blown particlen o 1Q Co. of San Leandro, California or an equivalent product Dryvit Insulation Beard xpft. a pal a density; less than per Roofing (per 100 square fest of roof area into building and within building where changes u! materials shall be considered when technical data is submitted. flame spread, 1.G lbs./ ,�. ft. avers a density; 1!-u.23 per g P q ) Part 1 - Ge, eral FACTOP DIVISION 7 -THERMAL & MOISTURE inch; General Specafica ion HH-1-5246 Type 1, Class A. in same oc different plana* could allow moaature, water, air 0 -APPLIE[t PROTECTION: Thickness 2" minimum u ass noted 0th rwiee. In addition, (a) Perma-Ply Na. R, Oast Ply. 11 1hs. DLSCRIPTIQI of WO1;1,: or light to penetrate. Im ^ PROTECTION all insulation'board s all be aged (a r dried) for six weeks (b) Perma-Ply NO1 k, 3 Piles 22 lbs. before use. The fello Ing dimensional tolerances shall (c) Asphalt, Plies u4 lbs. The following requirements Sn regard to materi is and ► :.`ore shipping or exposing to outdoor conditions, (d) Asphalt, Surface (steep) 25 lbs. workmerchip Specify r yuired ctandarda for fern shfng all DIVISION 8 - D 00 R S 8t WINDOWS O 13 apply for Snsulatlon and Ili,, lieu of Federal Specifica[i0n N DOW S O individually wrap ench member with manufacturer's cttnnderd, SECi:ON 07120 - MEMBRANE NATEki`ROOPii:r; HH-1-524B. Ed es aha 1 be s are with 1 32 inch (e) Parma Cap, Surtaciny Sheat 78 lbs. labor, mateiiais, end equipment nececnary fir furni"ring and opegde, durable, water-resistant, plas.ic-coated paper Thickn Ls shall Li wi bin a tolerance o flus Or minus 1016 (L) Acceesurier. As Require) oI-Se F / placing all sheat metol tooting systems. 'Vey cove- ng, with water-resistant seams. Part 1 - W acral inch. As manufactur by Dryvit system approved SF.CTIou Ue21u - WOOD WOKS Oerbiaum F'lashina: Rglated Work Specified in Other Sections: The '.ollawing manufacturer. items aro described in Che indicated other ssc:lonr of these fart 1 - General r Part 3 - Execution ark Included: Provide veterproofing membrane systems for Torch on ZIPS Derhiqum from G" onto field, u cant, and uIIIIIIIIIIII Calow-grade verticil and horizontal applications, around Dryvit finish es ma factored by Dryvit ystema, Inc. shall F P specLfacetions. Cooperate :s required with those trades to pi's end beneath finish flooring systema over occupied or to walls at loasr 6", ensure proper Interface of thr, specified itms with the Work Included: Provide prehung doors in wood frames, • Ir NSPECTIOti: Dr a factory mixed Dating with integral cloy. The finish sheet metal routin s stem. be occupied arses. s.iall be Quarzputz ith integral texture. g y prepared for hardware. '.nu inulol ter must examine supporting foundations or soh- 1,,;-t,t•c:t1RL: structure to receive work, and conditions under which work Guarantee: Provide tea year unconditional guarantee against Reinforcinh Fabric ar manut.ictured by Dry it Gystem, Inc. Rough carpertr;• Section 06100 Related Work S is to be erected, and notify Contr3 < rtctor in wt'ittng of defects of matet•iala and vorkm�nship which allows wetor or , Roofing cut-outs may be regitireA prior to a llcation of to pocified Jn Other Sections: Other types of Primus/Adhesive an t,uarzputz shall Le sto ed at temperature PP F Built-Up Rncfiny Syt,tem: Section 0735u doom•, frames and finish hardware. H conditions detrimental to proper completion of work. Go not not less ihan 400 covering and inspection as directed by Architect. Roofing Flashing and sheet Metal: SectlOn O7boU 0 proceed with instellatfon until unt:atlsfnetory condttior,s moisture into areas of the structur> which were to be membrane which doss not meet requirement will be rejected. Codes and Standards: � hove boon corrected in a manner accuptaLle to LnStaller. Protected by this membrane. Ya i' ter costs of repairing of Follow Woodvotkinq Institute of p g Sheetmctal work. s ,all bt tar gage as noted n the drawings Cust of patchihq cut-outs will be bourne by the Roofing Codes and Standards: To conform with ail pertinent codes California eIIC recommollow Woo for materials and replacing the defective membrane as well as all coats of Subcontractor. P ( ) H INSTALLATlylJ: exposing and recovering mert.brans and consequential damages and shall be gal ,Wired, except the pertura ed vent scrip and regulations. installation procedures. Manutacturad unite must be labolsd W which may be ono iz(rd or mill finish alumin and certified according to Section 2-::30{, TaDle 2-53C to persons and property resultant Of defective materials or SECTION 07600 - F1l+5HINJ AND SHEET M1:T'AI. S�orage: Storage of metal roofing and accessories ■hall be Standards for Doors and Windows of Tltls 24. General: Comply,wlth AITC 105 "Racommcnded Practice for the workmanship. Part 3 - Execut n in a dry place oid condensation or contact with Frectfon of Structural member Framing" and manutacturer'■ Pert 1 - General materials which might cause staining such as NSTALIAT lime, cement, Submittals: Submit literature on doors. t� in,;tructaans• Fart 2 - Products I ; TJ%1UZ QLJ.5: fresh concrete or chemicals. $EiATED ,j .QQL Install miscellaneousGuarantee: Provide written yuarentee for two years egetnst steel connectors, anchors, and n Hcrfzontal Cleavage Membrae: Provide r'�rvestral or other Preparation of wall Sut`ace accessories as indicated. a (Ly other:.): All .ateri,ils in Qualif'cations: The (rector shall have not leis than five w�.r,ale, twist end deleminattor. pproval' this section a c• to be installed by apr,rovad a .plicators, Drar'ings and general provisions of contract, including (5) years continuous experience in the erection of all sheet The surface sl ll have no planar irreyularitie greater than General end Supplementary Cond:tinnr and Division 1 metal roofing. Part 2 - Products Cutting: Avoid cutting members during erection, to greatest Other Horizontal Locations: Provfdc a fluid applied, self- 1/4 inch. Th Surface to be covered shall be end, free of Specific,tion sections, apply tc Wolk• o: this section. extent passible. Eac:ept for fastertet drilling and other levelin•7 polyurethane system sucl as lil.M 2000 manufactured minor cutting, coat eats with end realer as specified for by Sonneborn, Vulkem 201L manuf: tured by Mamecu, or Perma_ hot spots, re easing agents (silicones, oils, tc.) andr Submi'tals: Shop Drawings: At least thirty- (30) days S lid-Coro Doors: Provide •iloved lumber cure doors, premiur. DESCRIF'1i01 � WORK: after award of Contract and prior t0 insta:latiOn of the grade, with plain r-ut birch v.reerm prepared to hardware and "Fabrication". Gird manufactured by Neoyard• other tesidu sheet m a a1 rooCLn ( ) p } g, submit five 5 complete sets of shot) with additional blocking of rail, for glass lights, louvers, Thc• extent of sorb t••pe of [lame ml and sheet erotin sock is drawirjs to the Architect for approval. Shoe all details of and panic hardware where solid cote is insufficient o- fere treated members must be cut durin,i erection, Vertical Below-Grade: Provide .dR Grace Oituthene Multi- Installatio shall be in strict accordance with indicated on the h t,rings end by pPcciaiurlc t thine section. const t. trnn in for apply a heavy bruuh coat of the Same treatmrr,t, Chami,_al Multi-Thane 3063 or Other approved. Include 1/2 manufacture s specification as enclosed With this section, and as e• including ridge and save closures, flashing, rigid securement. Where required to ba rated, provide ilre- e t ..ars. Resubmission to be made until drawings are rated doors with UL Libel attached in an inconspicuous comp ging with ANPA Standard M4, inch thick fiberboard or polystyrene p otection course. !n as much s they ere applicable to this projec The typo:: of r•ork apuci[ieJ in thio section include the following: ai,prcved' location. liandle and teml,orary support members to prevent visible Part ] - Execution Mixing Pzi us/Adhesive: Use clean .ontainer, Ire of all Warrant 7'he manufacturer of the sheet metal roofin% surface damage, • foreign su stance, for mixing anti preparing mater al. Mix Metal reglet and c�dnter flashing. }c J Hollow-Ctrs Doors: Provide non-conbuatibls mineral cors Install all systems using waterproofinr• irstallers. Foofing Type I Por land Cement with Primus/Adhesive in it Iitto, by system shall provide the owner with a written performance doors, silft face o[ birch veneer for stain-grade or DO not remove wrapping on individually wrapped members until •rads will not be acceptable for this work.. volume, o one part frost, Portland Cement to one p rt Metal wall flashin• and exiansion warranty in duplicate covering the following: hardboard for oeint-Crede. Band doers with at least 1 Inch lt. vel] serve n0 useful ur use, lncludin Primus/Ad wive. This Mixed Primus Adhesive shall be used y i joints. Revisions p p q protection tram / wide hardwood, treated for Lite-roetatancs. the weat,,er, soiling and damage from work of other trades. Inntall systems in strict accordance with manufacturer's for Lnsul tion board adt•esive and Prinus coating. Pot lire Metal coping. All panels prepainted with permanent Kynar Sou finish, sFecifi�ations. Obtain manufacturer's a novel of substrate I for mixt., Primus/Adhesive is the same at; ordinarym rter or will not Chlp, peel ar crack.. CoorAinate removal of wrapping with finishing work ccnditions prior to instal.lin hatarials�p i plaster aterials. Keep container closed When nt n une. BIIPre, and Louvered Doors: Conrarm to Section 20 of WIC J 9 ii Metal equipment curb [ ping, for re_on,,,.c•,d:tions. specittad Ili thea DividJon 9 suctions. Retain wrapping The coating well not fade or c!,,nqo ;aloe Jn axises of wherever it car CrrVE as a painting shield. cing ,scrips err ! backer rode r cessary for Applyin Insuietlon O,erd: rho application of insul tion Metal downspouts. 3 NOS unite in 20 years. Manufactrrere: Ha1Ey, Delaney, US Plywood or Cobb. --- joints and cracks. board t vertical s,.rtaces shall begin at the base f om should a coating failure occur within 20 years from the Metal Doors and Frames: Metal Doerr - ahel ►ter -3 Repair damaged surferes and finishes after completion of firm, rmenent or temporary support. Adhesion shel be Built-in metal scuppers. 1 i* -1m I /4 thick erection and removal of wrappings, or replace damaged SECTION U720o - Jt,. ';t^'itiN Atth ISOLA't'io':: made t a clean hard surface as described under "Prep ration date of installation, the manufacturer shall re[intsh 20GA Perma-Door an manufactured b Manufactutln Company or merbers as directed where damage is beyond satisfactory ��.19►- of War 5urtucu." Precut Lnsulatiun board a:: requite to or replace any surface showing such failure to the y g p y approved eyuul) Sr, stylet: ar. shown on dtawi',.Js. Expose) mrtai trim/fascia units. Owner's satisfaction. The surface reatoratacn or Weatherstripped with aluminum weatherstrip sill/threshold -- _ __ __-___-_-_ repair. • fit o hinge projections, etc. Stagger vertical joi ts. replacement shall bo done at no cost to the Owner fur and complete hollow mein] frames. Color of door end flame P Ye rt 1 - Geneia} 1 1n s, By tr rel, apply a ribbon of miFeod Primus/Adhesive Miscellaneous sheet metal eccessorfes. labor or materials. Y.SQ1f r'1�: Mork Included: Thermal and acuusticel insulation and aggro imately 2 inches wide by 114 melt to 3/8 inch th ck. to to be umbar to match aluminum entrance doors. Doors shell isolation materials. the fire perimeter of each boa:d. Apply dabs or rib ohs Integre] masonry flashings ere specified as masonr • work in be insulated to meet Title 24 rcquiremens. Advise Contractor of necessary limitations on heating, of t s same thickness ':n the interior area approximatel S sections of Division 4. } Product Handling: Take all means'necessary to protect the inch s on center. A 1 ressure Ovez entire surface o cheat meta] roofing before, during, and after installation Metal Frames: P COjeltNumber vsnti at hq and air conditioning in building, 1h order to Related Work. Specified in Other SertiOns: Roof PP Y P avoid damage or uetrioration of glue laminated structural insulation ihich may be required over roof deck, under boa , to insure uniform contact end high Initial grab. but Rc,ofing arnesscrie, (excluding rcmf accessurie:.) are 87125-2 unit work.. routing system. ell joints tightly and insure ah overall !lush level specified in tooting system sections an roofing worY.. Frames shell be Ow series by the Ceco Corpota'ion or epprovsd equal, 18 gage cold rolled steel. Y,Jtered corners Date sur ace. All meas where th' coaling manufacturer's shell have reinforcements with integret tabs for secure and w��q r'oaes and standaidr•: Encore installation compliance in ructions foe the particular substrate conditions. �'PLIiTThL:: eery interlocking of jambe to head. Strike jambs shall be APA 2V '1988 s_CTION 0_E2O0 FINISH CARFCt:TRY `, Title 2a. C1 an aurfecea to be coated before applying coatin s or Shu Drawin supplied with three factory installed ruhber bumpers. • ! Part 1 - Generala 9 p gs, Foam nl Sheet Metal, 7 ro files, Submit Frames fur 1-3/4" doors shall have 10-gage r.teel hinge Part 2 - Products S face treatments, solvents prior to mechanical cleaning shop nrawings ahowtnq layout, joining, profiles, and reinforcing- and be mcttised for hinges as called for in P ogram the cleaning and application so that dust. and oth • anchorages of fabricated work, including major counter Finish Hardware. strike sshe c ed Work. Included: Wood door frames, vtndow salla, wood trim reinforcing l] � 1. gage and horizontal Locations: prover + mineral wool or glass fiber c ntaminot.Ea from the cleaning process will not fall on we flashing, trim,rfasci,t unite, guttoru, doenrpoutc, scuppers, base, closet poles, shelving, prootic laminate and batts. kraft-paper faced in t„ ck�tessos necessary to msetj wly coated surfaces. ex ,aneion olnt a mortised fur Universal Strike. Provide metal plaster uerd t i J ytiloms, root control jatny cdF,fng with n for all mortised cutc•uta. Reinforcing for surface c1cler miscellnneeus finishes. Waterproof wrap under sidings, aged R-19 "Jelue expretaoA as aveaeQe in And out value. slip joint et termination to parapet wall end at the shall be 12-gage steel. Adequate Reinforcing for- sur shall be cobanetry with hardware end Lnetalletinn of finish hardware. iM ersNcting points on the roof and coping with end caps for Related Work. Specified in Other Sections: Finish Hardware, provided for ether hardware. h sleepers. x Rouc, carpentry. 4113 . I I--,' I I �, I . �� .I _____.._._ . __ I . - .....J 1�_�� / ��. is _ fk!..'A , ,��% ,..II4 e _____ 110 -t.d,_V, 11I ,%___iia. 4 , `• ty a _11111 , �s r - -• r . 1 1 1 1 1 1 ' 1 I I N I I TIM I -`a' - -�r�' � "`-�-s—�� ' 14 i( I I 1 I I 1 I 1 I I 11 I 1 I I 1 I I V I I I l I I I I I I I I 1 I i I L I I ) I i I ( III 1 1 1 1 1 1 I I 1 1 I 1 1 1 1 I I I i I ill l I I Jill I I I I I I I I UI 1 I I 1 I 11. 1 I 1 t 1 p I I I I I I 1 I I I I(�I I I -I 1 1 I 111 1 I 1 b A010010M - -__•-_-.. ,..,....._...._�.__-*1,a..,...-_._ -:.'.__-f.� .."I" e,:-.1,., �"s*114.• „ NOTE: IF THIS MICROFILMED J I 1 --I�— I 31-- I —41-----I__ - 5�------ I - � � F 4I ( � 1�I ( I 11I I 1� -.. ORA - --� - - —_L_------ - _I_ - - ----.1— _I ft WING IS LESS CLEAR THAN ;r THIS NOTICE, IT IS DUE TO _ THE QUALITY OF THE ORIGINAL - - - - - -i - -- T-- -I ___.._. _. _.--i - _ _- i -- DRAWING, S Z 9Z LZ 19Z 4Z I Z Z Z tZ Z 1 8t I Mi L�I-- i i +�[ i i i t i 6 ,H �!. 9 9 i S Z 711;1�111 111If, 11 I II11 I! ' lli I I ' ' '� I I IIlilllilllllll .IIIIIIiI llll,IIII IIIIIIIII IIIIII111111111111.1111111111Iillllllllllll .,iilllllll lllllllllfl 1111111 I II lllili111111 I I I . �lr,lll I I I IIII I,III,INII�II ,III liilllllll�lll ,IIIIIIII IIIIIIIIII11111�1,1111111111111111 I Illllllll lllllllllrllllllll IIIlllIt 1. 4 1� E 1 1 9 9 ( I . 0—ow—owe, I # MWI I- I .....,.. ,. - 1 - WNPMAW lifillill�� - --- — . ..� �7 F4to , _ •r Letr ..te.� , I. -r-- - - . _ _ �4 ..rte.-.fi .�.a'.+ r . .. - - - __ - __ ___ A 'L 11 . — In 116471 —7'_ — fir_• Frames shall be furnished vita a minimum. .t 6 wall anchc,rs DIVISION 9 - FINISHES Ensure that eurfacss are dr -1 ,4� end 2 adjustable Gass anchors of manuta.turer's standard y (maximus 7 percent moisture Paint Materials; lttimezv Hestina and ��fl: 1 ;,O�AA de ,1 n. Frames content) and exhibit negative alkalinity, carbonization end 4. 0 2 """"") `1- g for wood stud vallc to Neve 1G-gags nailfnq dusting. Accossor es: Provide linseed oil, shellac, turpentine and 1O N R. IU RGEt�S r(" PrlCery Aeatl��►►qq and cooling will be aupplls! r%nm • (1) 1`c ) t c fps (4 per jamb) and 2 rt heed for pairs. SEC1IO;r0 9260 - GYPSUM WALLLOARD other materials not spwcitically specified but required to roof-cop gas fired packaged air cbe su ening w•!t. This 1 r . All frames shall be finished With one coat of baked-on rime Leveling: achieve finishes. direct expansion coil, coapreysor, condenser, ant [u place 4 +{ �I"�. Paint, P Part 1 - General ars an integrzl part o[ this one unit. The system will be d �7L+ � 't 't^'I1. � h, Remove Sub-Floor Ridges and Bumps: Ff11 low spots, cracks, Paints and coatings: provide ready-nixed type except fluid packr.ged end self contained as follow: Mork Included: joints, holes and other defects with ski-floor tiller. catal/zed coatings, pigments fully ground maintaining scft PORI�AH:!,Gr2�GUN Install tramps plumb and level ao sin co them rtyfdly in past conelstane Manufacturer: terrier piece. Install bottom Wall er,chor in oath door jamt y, capable of being readily and unit:rwly 1�1 �r p��. ti approximately 24" above finist. floor line. Install doors Framing required for gypsum board ceilings. Installation: diaper sed to complete homogeneous mixtures. DlVtaION 5"PLU Mur VL.� '114 • and hardware ro Nodal: ��v, P perly and to conform tv top quality blocing and furring chAnnels as suyuired. Clean Substrate Spread adhesive evenly in quantity Provide paints and coatings vilh good flowing and brushing SECI'Ii,N 1�40u - F1,UMHING Workmanship. Upon cunpletion of project, rake all necessary recommended by ranutacturer to ensure adhesion over entire properties and capable of drying or curing fres of siseaks -'-'� 48iiu007-501 BA - Suhait sisa and •n insarsd C �� ' Gypsum beard valla anJ csilin e. an sags• calculations to architect for review and approval. adjustments to hardwora Arid leave doors operating freely q area of installs a un. Spread only enough adhesive to permit Work IncludcJ: Provide engineering design, products, Wirhvut binding or sticking. inst ,lle U on of , law ing before initial sot. aaterfals, end installation for plumbing systems and Eccnorizae end roof curb Included. Taprd and Bended joint treatment Where required, lncludinq Part 3 - Execution utilities. adhesives end texturiziny. Set in place, press With heavy roller where possible, but by ,lr system: Aluminum k'ntra m y (,oar anJ Fres,c:;: any method, ensure full adhesion. Inci.oction: i'haroayhly examine surfaces scheduled to be Related Work Specified in other Secc:ons: Insulations, painted prior co ecmmencement of work. Report Ln wsitin of Proposal Heyuirements: Aluminum entrance• conditions otentiall detrimental to proper applications The intent of these a �•• design on Carrier ^Parket VVT" computerised coetrol frames snail to as manufactured by painting ehd acoustical ceilings. SCrfbe tivuring to strir,ges, risers, and other appurtrnances P Y peciftcations and dravings fs to drt:r., system. Providw zone �empars [or each room -• Kawneer, Aluminum Commercial Systems or equal. and protrusions to reduce ti ht Do not commence until satisfied that defects and or combination P g joints. t general scope; Work standards, and required quality of rooms. Quality Asaurancc: Perform gypsum wallboard systems Wort, in deficiencies in surfaces have Geen rectified. standards for selerted products and materials naeessary tot Door Ptsmes shall br 4-1/2"glazing. by 1- ,,4", reinforced tut strict accordance with recommendations of ASTM C754 and GA- Wald all joints. design and construction of thw lumbin s stens. Zona overall height, with flush glazing. 216, unless othr.rw'fse specified in this 6 section or required Prepareatiori of Surface: P 9 Y 1+arp+rs - /1 Parker VVT Nadel LD-10 700-0 C[?c +-s 12 Parker VVT Model 7.0-14 1510-0 CFM y peal coda. Keep a copy of GA-216 in field office for Whore integral Lac. is shown, Lorm baso qy coving flooring Use theses specifications and drawings crit„rie to eatablieh Secti4tnr shall bo of 6063-T5 extruded aluminum alloy. duration of project. Yp vertical surfaces. Do not form separate of floor. Thoroughly clean all surfaces to be painted With hydro- the rc peal. ,Each ►ens to M roof mounted end connect eleaniny process to remove chalk, dirt and oth,r delaterir.u, grnaralpdesi n dra�inrsptoaclergt be accompanied with ad to spaces via fined • Fins Shall Be: Architectural Claus/Anodic Coating with Requii'srence o[ Regulatory /.gencies: Fire-rated partitions P g materials where such clearing methods are prsctrcal. t- ut 9 q y proposal and include all euctvork. color eontorminy to Aluminum Asutiacion Standard AS.N12, Furnish and install rubber to set base in a•; len es ' l u ted and labeled b UL and Flit. pp plumLiny above end below grade. C22 A42/{{. Color shall be dark bronze. Y lengths as posstW a and use pre-formed corners at ell inside prLmu bore application of Linish costa. Diffusate and grillE• to be baked enamel finish, coordinate end outside corners. P,.,,,ve dirt, grease and ail from canvas and cotton covered sp«'fY in each proposal, nares of ma�ufactursrs o[ products color with Archltacts, suitable [or mounting !n a T-bar uminum 9lidin Part 2 - Products any mar. aisle intunded to use including water heaters, Ceiling. Provide els patten control as appr,priate for , g fllindows: FtAme and sash momLers shall Protection: `nsulated materials such ar pipes ar,d ducts. fixtures, and fittings, iooi. Coordinate all device locatlonr with :chitectural qe a1m T u■ sxtruaione of 6063-Z'S alloy end tamper th an of ive veli thickness of .oG2". Furnish 7 x 3/4" Gypsum Wallboard: • ectad uiltn R.move contamination from P g plena and rwlew with archltett. to u „r, 1 formed Aluminum scctJon ic.r vin• ucreennI prohibit traffic from finished installation. la}' at least gypsum .,ward surfaces end rime to Soli.it Owner approval of drawings and specifications riot items:. and s '„ sloth shah be In x lr, IIburglas:.. I'nivide gypsum wallboard aaterials 1n •crurduuce with oar• layer of eonstrucaion paper down. 1. intain this snow defects, it any. Paint aft%. detects have been to filin for ermtta. P Tar Brad air t.o t remedied. 9 P P be clrcu_atsd through lav prow rs duct Furnish scrtep,: all slit windo Furnish hardware recommendations of GA-21b. Prov uie all exposed gypsum coverage until time for final inspection by Owner. system to sono dampers end diCruserg r wallboard as smooth textured, not twxturud type manufactured ductwork [1011 that is and /9 illes. Insulate and weathersiripptn th �it Window z.anufacturex kenove dirt, loose scale, powder , mortar and other foreign Describe in Writing r1) deviations from these pertorinance 9 i t lose. lerurn Gy Domtar International, United States Gypsum, Pabco or Croa sane• to tool top unit. air co be ducted Window Mester - Rollin arias 1000; or Norandfx Claan and wax floor (if recommended by mfg.) prior to final specifications to G•.ner ,-,rips to sutrsictal for Owner Glass Products: or I t al - Window Cor ocher approved. acceptance and repin:e all scratched, chipped or dawagod u,atter from cementitious suttaces Which are tv be painted or approval. Horizontal Rollin d , Mud 0 p Viking to receive clear sealer. Remove ail and �r��1 flooring prior to final acceptrnce. grease With TSP Controls: Gypsum Board: solution, rinsu yell and allow to thoroughly dry. Special Requirements: G Asa: Al] a etorufher windo o ba Type 1, SECTION 09680 - C At; Remove steins from comentitious surfaces caused by Provide • corplsta elaetrlc/slsctronic cont Standard Thicknesses of 5/8 inch as reyuired by Carrier "Parker VVT" r sol system of Quality 91 unless otherwise Indica 1/4" thick, weathering of corrodina materials with a solution of sodium Pr%v:de al, drawings satisfa.aory to obtain all permits alas, cos on • Y P •pts. This system will +-+ Clear. exterior aluminum sliding windows be 1/2° dravings. Type X fire rated and M.R moisture resistant where Part 1 - Genera sego rod. Carrier• sank air quantities, o ahovn or required. Provide materials 1n maximum permissible metasilicate after being thoroughly Wetted with water. , ro flop unit h utinq and Allow to thoroughly dry. cooling, and bypass sir quantLtias to control spare I my gle.inq• interior Windows to be sincJ lazed in len.Jtlu ends s.luare, cut and tapered edges. Use MR board Work Included: Proviie carpets for system specified and Arra-go an.i pay roc all fr.;n, permits anJ ins actions temperature. All con P....4 minum fremus to match exterior traces. p trot wsnonsnte will be located as UJ oral}' in vertical applications Where other finishes Will ahovn, pad and accar.soriss. Fill hairline c reyuired and paces::pry, feviewd and aPptoved by the A.chltect. cover 1t. For horizontal applfcationr, Whore a moisture racks, small holes and imperfections. Smooth Parc ] - Execution • resistant bou'd is required, pruviae a soffit board. Related Work Spc:hied in Other Sreu ons: Wood base. eft tc runcch adjacent surfaces. Wash and neutralize high I� a]I:slat vherw they occur. g Pr wide vorl: and materials in accurns an with applicable �■ s In ger:oral install doors and fiAmos in accordance with WIC. •tato end local codes and rsyulationr and •.:cording to good � 04 � Gypsum Weilboerd Accessories: Quality Assurance: Ensure installer qualifications to anJ usual trade practices. :4 �J install specified systems. Grain written approval of Applications: DIVISION 1G - ELLCTRICAL Install plumb, rigid and Crus alignment, and fastened so sc Provide gypsum Wallboard acesssories 1,1 accordance with GA- manufacturer. Install materiels. and products as specified or recommended � N � ( ) to retain their position and clearance. openEnsure Operation atonal 216, Apply each coat at proper consistency. in vt'iring b} their aanutacturnrs. hardware and stability to continuance propos oprration o[ Submittals: RECTION 14000 - ELECTRICAL SYSTEI4S � ,� hardware and duuru' Provide ell accessorius such ec Corner heads anJ ergo trig backpri^.e wood Which is Lo recefvo paint or enamel paint, -5 Q AE motel fabricsttonb. Plastic materia.s will not be • Submit inenufaeturar's standard size samples in color ranges with enamel undereoater pa/rat. Provide materials and products which are now. Electrical Raaultpm�H: �./ v1 ON SfC1i0t: 08700 - FINISH HARDWARE acceptable. end patterns rsyuutsd by Owner. Seclude one Ecol long • C4 i'tZ me fol. And button payee of eupJ doors with enamel Avoid cutting any structural building member or undermining The entire alsctrical system !s • Contractor/Design Build t"-. V O 01, Part 1 - General Provide suspension system for Applications of sum sample of carpet rsducer. undarctotsr When the are to be vallbonrd usinc rho com)onents re u Y gYPq Y painted. any building footings. system. Contractor to submit to Architect for approval � I Nark Included: Provide finish hardware ached8le for J 1 q trod b dcawin s. Provide layout drawings of each Brea to be covered showing Mechaaieal and Electrical E ui meat: prior to construcifon the following for approval. Com pattern dirsetlor,, seam locations, Widths o[ carper .ng, q P Include final connections to all equipment and to all calculations, drewinga, tui sheets product t es and plats 1' ,7 Approval. Adho::fvv: Provide type al.l.rcq.riato fur attac•hinc wallboard utility services Inside and outside of buildin s yp I J orientation ,! widths and any pertinent lnatallati n Refer to mechanfcai and electrical sections of. these g D•rformanca chart■ for propoee,4 •,stens. 8 ~ N Related Work Specified in Other Seetlons: InstaltaLion o[ to d:asimilar substrutu materials shown on drawan.Js ouch as details. a••+ � soecificatfons, as wall es drewinys with res,.ect to painting Coordinate sleeve and insert locations in toundatia.: and V1 .('1Z � rinish hardware and providing door cabinet hardware. a•e[al or gypsum wallboard. 7 Submit printed recommendations Isom manufecturez of carpets and finishing reduirements, color coding, identification slabs and provide those required sl}evas and inserts nut The C;,ntractor •hall conform to all applicebla •tate and O �-+ � �-' duality Assurance: Hangar Winos Provide No. s prestraighic^rd hangar vires. covering maintenance and core of corpora, banding of equipment, ducting, piping end conduit. provided by others. local building codes. U � Determine quantity of hardware to be furnished trop, I Furring Channel,.: Provide hat or 2-typo furring channels product Itandlinc : Deliver carpets to ob:.its with register Remove: grilles, covers ani access panels for mechanical and Provide catalog cuts and data on all rodu •ts and mnteriala Contractor to provide too (2) cvrplets rets of record C'.) /�O O g P I••�"r V) J P j q drawings, equipment manuals end warranties to the Architect tebricatad iroro minumu'o 22 gago galvanized steel . number tags attached Lo sash roll or register number electrical systems from lucet-ton and paint separately. to be provided prior to ordering them. upon completion of the project. drewinys. provide cuml.lote all hardware required for door:: and other sroveable ports of the building, with exception of Prvfiniched Gypsum Wall Panels: Pr,rcelain enar •1 steel face stenciled t0 bele and intact in orfyinal container with items specified elsewhere in these specifications. seals unbroken and labels intact until limo for use. Finish paint primed equipment to colors scle,:ted. Clean pipes and equipment before asking for final acceptance P on 5/8" gypsum: as manufactur,.d by Alliance Wall Corporation Piotect from damage, dirt, stains and moistu•u in event of • of installation. o. apprvvwd ayual color shall b• yellow as pe national Any damages, immediately make all repairs and roidecementr. Paint interior surfaces of air ducts, eonvectc•r and Contractor's work ine!udea the submission of a ons line Thoroughly check drawings end speciticeiioris and furnish all materials required whether specft a oily mentioned or not. contract. Install as per menutacturer's dfree:ions, u. approval and satisCaetion of Owner. baseboard heating cabinets that are visible through grilles Provide operating and maintenance instru.tlons in binders dlagrnr of the eleetrical service shoving service size, and louvers with ono coat of flat black paint, to ltmlt of fat oyuil.ment and devices requiring maintenance r panel breaker sizes and uses, feeder ..free and connected No claiws for eztrea will be rllawd fur any services or ocatlons ahovn on plans. si ht P p materials: which in the opinion of the Owner could have been , 1 Jot Conditions: Do not install carpet until build inr, is 9 lit Paint dam dampers ex osed immediately bFehihd adjustmen'.. include parts lists end local servicing lead summary. DrawLngs shell ba subs+,tied to Architect for or should have Deen foreseen and ins luded in psopoul. Part 7 - Execution I eau rely cIk sed in, vet wort: and painting completed and It, louvers, grilles, convector and baseboard cabieluts to match agencies. reviav and approval. 0 heating agates.. 1n operation. fare panus::, as applicable. 0 Supplier Queli[ications: .r a duly ra^oynitod distributor Coordination: Coordinate installation of bucks, anchors, Provide as-built drawings showing actual locations of TEe following is tRa ainlmal apacltic•tlon requirement [or • Gorrecteco Provide a signed written guarantee to Owner to `[.'TSON U.', 0 - PLASTIC LAMINATE WAIN::COTT utility linos, tees, and all other itnma buried oz agate■ dasign. Any aoditicaticr.s to ■u h shall et a royal or dealer of the make of hardwar. . Provide • qualified blocking, electrical and inechanicel work which in to bP q pF correct conditions due to c faulty fur within o including ra- concealed. Complete thane drawingc prior to requesting trot Architect prior to aciu installation. r.�ember of the American Society of Hardware. Consultants for placed in or behind framing and g}'pi'•um vallbvarc;. Allow stretching of carpet which may occur within ono year fr.r., Part - General final pa}•inert. :cnaultation and service to the owner prior to and during such items to be installed after traming is completed. rho date of acceptance of the installstiun' ilALalq: construction. Pla =f su c la ate shall be "M-trlite" as manufact d b Verif to uiremer,t of water, Gypsum board Ir.stallatlon: Masonite aorE, "Kemlite" or e } Y 9 gas, end caves utilities with Part 1 - Products approved equal. respect to services to building. Minimum sizes ens Wiring shall be concealed in all areas. Type HNC Non- Guarantees Warrant products and installation for too years locations of services are shown. Locate meters Where shown metallic +Reathsd tesla is •pprovad for the lighting and atter instellari on against dntect.s of materials, finlshuu, Install gypvum board in accordance with GA 216 Floor Carpets: Furnish "Uesi7nir e's" u, col as acrid by or required. Site plumbing services to satisfy loads shown recaptacls �ircuitr. Minimum site ,Hell b• 112 witA 112 and in,tal.ation• recemmendatfonr, Ar.:hitect• including irrigation aysttms, but no rise les,.: than shown. ground wits. All ratvice, feeder end rwehanical WSri.nq Manufacturer: Khitecrest Millsshall be in conduit, Install eopper conductors except for 04 ) • rt Y - Prc U•_:.. Place corner beads and Crim/molds as ahovn or required. Usu Furnish slid inst.,ll all r dge moldings, corner Part 2 - Products • , _: moldinjs as required. vire rite /4 or larger Which may be installed aluminum. s longest practical lengths. Place edge trim end molds where t Manufacturer : gyprum board abutts dissimilar mmterials and at all board Quality: kaider _` Sanitary Sewer: Providw concrete pipe with ball end spigot tern na a ons exposwd to view. Construct iveala required by Width: !;ta-L-rd Manutaoturing width: Factory finish thermoset xJ coating of not less joints constructed in accordance with city standards. Hinges: McKirrtiey, Hager or Lawrence. draw,fig.-.. than 1-1/2 mils ickness permene �ultults: y integrated to a Conduits or racavay for pow•, alarm, telephone/data to each base material. Water Improvement system: Provide cast iron Type II. desk location and to Lollar rev. Alarm anc'. camera conduits Locks, Latches: Falcon, Wet.ocx or Y.wikaat. Tape lull end send exposed joints, edy'ss, rurnrrs and Ped: As recommended b manufacturer. N1`1 tarsi„et.s in Roor 105. openit to produces surfaces tovie ready to ns. I'st then tiescos y Part 2 - In llatiunWater Supply: Provide standard weight ga.vanized to Type I. Teac,Lulds, Seals, Wcatheratripping: Reese, 'Coro, Pemko, or except at non exf,osed to view conditions. 1'eathor coats NOTE: C'arput is to be furnished by "Floor Decor hard copper or Type K under round. Beach. onto edFin sh J surfaces so that camber ie maximum of 7/16 Center", F'a.l:Wille, Missouri, 616-741-9612. Ail m M els aha?1 bo installed in fccordance with pP i'1 9 almtava and Drive-Uo Lanae: iiii Inch. Fin'shino of taping above act required at areas to ma actu.ers printed instructions. test Iron Pipo: For sewer lines outside en building vents Bignage by atAsrs but contractor install• conduit anA Miscellaneous Iter,:;; builderu Utast., Quality or Trim:u, receive til..e bad areas above exposed to view ceitinys. Part ] - Exceutia,:, ihches in diameter amu over underground vent linos; and all wiring. Drive-up lanes to haw• signal vires buried in Exit pevlcws: Sargent - 60 Series, Nim - 16500 panic push SECTION 09,500 SUSPENDED ACOUSTICAL TILE CEILING soil and waste line:: throughout building arid beyond provide pavement for chimes. CAima■ •ai •i nal wires h Owner. Inspection: Instal ler must examine the substrate and the DIVISION 10 - SPECIALTIES 9 Y bar device, or wqual. NO PULL UAkC accepted. standard weight cava iron soil pipe coated inside and Coordinate Snstallatiun o[ nyet�r Wlth Owner. • conditions unucr which the carpeting systeirs are to be outside of even thickness straight and sound, without cracks General: installed. Thoroughly vacuum clean areas which are to or defects. Provide no-hub joints with NG or DuAll Recsotacle, Finishes: Provide bronze and steel hardware with simulated receive carpet's. 5ECTIGN 10595 - MISCELLANEOUS SPECIALTIES couplings. oil-rubbrd bronze finish. Ptovlde aluminum items in Acoustical ceilings shall be noncombustible mineral manufacturer 's standard finish. fiberboard in the toren oC lay fn panels. Suspension systems Insteilativn; Part 1 - General Provid., dupJ.ax receptacles for the project as shown on shall be standard type hung dire .ly from the structure Vent Pip- Collect all vent- Leforc going through rout. A:•:hitectural Dravingr, •pacification grade, 15A, 12oV, Fartuners: Conceal all fasteners where manufacturer ebov , by means of carrying charnels. Wort: Inc•lu�e,!: P'r'ovide the item:; :,chedulcd below. Verify vent exposures aGo:e roof line w th Architect prior ivory color. Hubbell 5252 aeries with .month ivory nylon or prcvfdes that option wie., the product. Where exposed Lay padding smooth and even under entire areas to be to placement. Locate all vent r. ou least exposed-to-;,ublic polycerbonata wall plata. Connect rix recaptarles maximum carpeted, rubberized side down. Lay cushion with butt view side of roof. to each 20 ampere circuit except eemputer cireult�. fasteners are used, provite phillipc head type with slat Products: seams, carefully joined. Ensure Wrinkle-free, secure Suhritta,s: Submit shop drawincis and catalog cuts tot- all Computer shall ba Wired to dedicated swparat• circui u. ij head couniersinktnq. ettechment, Items to be furnished. Manufacturer ':: standarmg d drawings and Type 1 - 9usper,ded Acoustical: Armstrong Cork Company installation infnrmation will be acceptable where it is Gas Pipe: Provide schedule 4U black steel pipe and •��, Subr.it sample of herdw re and Cinish per approval . or approved MinJboard 2'x4 x3/8 - Cortege Design Seams: Trim selvage sage of seams and :sons ,eams, and hand tom fete encu acceptability. Also, malleable fittings, wrapped underground. No gas 1'.nes are L1•rh_tlno: 1i p q!, to determine its ecce Libilit permittwd below floor slabs. �_ panels at all arena ahovn on the reflected ceiling sew with a whip stitch approximately e,• rl, 1/2 inch with 4 submit sam),la� of materials where ol.-ivns of color, batters Li•FAtinq fixtuzu ere ahovn and SAentiri,! ,)n Architectural Ec'IION uH77o - SHELVING plans. ounce No. l8 prewaxed liner, carpet thread. Dry all •earns or texture exist. Hot and Cold Nater Pipe. Provide copper tubing throughout. Dr+wingr. Fluorescent ballasts shall be Advance Mark III. UJ prior to stretching. Uo not place seams in doorways, on Insulate hot water lines with t/e Each thick preformed glass Pluorascant lamp• shall ba weir WhLLs G.E., Me�ringhauss ar cc Far - General Type 2 Armstrong Cork Company "Second kook II" stair treads, directly over scams in cushion, or in Parc 2 - Products S .vania. Fixture Schedule f. . tollovs: rectenr,ular 2'x4'x3/4” panels at all areas ahovn on the fiber covering. Provide f,ered fittings for underground Y• +'01-1: Incl is Provic a f.in:shed ahtcly:nq cyst eery for rnflec:•d ceitrrtq plan. anticipated arEas 0f change of direction of tout ttaftiC. tenial Required: Necessary support po.c, one z 'xe" x 1! Luling and sweat pattern for interior tubing, Use 50-50 Use cross teams only when absolutely necessary. • to erect masunite, type• solder, with Nu-Ko-Rode or other approved soldering 9 ` flux. Providw dlolectric ut,ions designed to prevent floe of ELECTRICAL •I) Clearing And Protection: Buil my Signage: electric currents et junctior.!: of all ferrous and not.- Related Work. Spec •d in other or Ins allation of Suspensfonc ferrous piping and between not lice piping and new piptng o: E1 2x4 /luorescent Light Fixture - Lithonis 2 GT 440 with 0 the requirwd wood Lac . ,� and ell studs. • Be responsible for removing debris- from installation. All at ndard I,aPetlte building sicnage and logo's as dtffersnt metals. 4 - F40 RS Lamps. Part 2 - Products �" Suspennion system shall be: Carefuly sort pieces no smaller than ] feet by ] feet to be O \ saved from scraps to be disposed of. manutac ure.d by the Contractor. +:ontaet 1-800-:,t5-I Uo fur Drain Pipa: Providr service weight cant iron soil i e and a dellvciy 4 weeks prior to installation. Contractor �o P N F.2 2x4 Fluorescent Light Fixture - Columbia P2-•222G-423]U, /R Metal Cn Standards a e;s:9 P i +- shelvlrtir agates as Exposed grid franiny chsll De 25 gage electragrclvani.P,l SECTION 05500 - PAINTING ottnin el sign permits. Sign eh)wn on drawings to show fittings with no-hub joints. 2 lamp ltminnz• vJth 6" lamp. V manufactured by Kn i Vogt Manufa ring Company. steel and shall be finished un exposed surtaces With off- typic-al in tallations - see Build ng Elevation D wings - a Id LU u, nda. uhito enamel. part 1 - General Sl,ret M4 to actual location o1 building sign. E7 Alkco - 12]6 Nit-70 W HPF RS lamps 76 long. �,, Bari■ of Dsrign (Fixtures) : O (L Stan a1'd[: - DGIIblC slotted standard, racket: pie - playground Eq ipment: E-4 Marco NVX 7-52 With 7/4" trim ring, specular gold cons, doullr sl ed bracket 18 Tony, anac;trc,me i ulor. Framing R^.all comply with ASTM C 635 "Standard Specification Wort. Included: Prepare surfaces and finish as scheduled. :hs schedule below states Cixturs types. This arhadula 100 W mercury vapor lamp. O for Merril Suspenr.i�n Systeme for Acoustical Tile end Lav-in :.h.: ng: l/4" shelving material all shelve•. Panol Ceilin7s. Sus erasion s stem shall be classlfiad y� shall be utilized as a standard for selectin fixture.. y light. p Y Related Work Sperified in other Sections: Shop primed theyequipmentuanm•itstallePionTE ConpcMl od is Lolcc�tacror g E-S Noc Use. /�/� Q products and material:.. manufacturer to a range tot delivery ascotration by PLUMBING flXlirRP.Se E-r Hroam Model 676 Calling Tan O W M SECTION 08906 GLASS AIID GLAI:LNC Matching wall molding shall dciachab)y support framing. minutacturer. � Li Codes and Standards especially to Celffornia Air Rrsoulces )-1 Toilet: Kohler - Highll+'t Waterquerd K3528-EB. E-7 Lithonia C240 4' Strip Lamp tli.aru cent ui a gL��4t• Noise Control: Board (CARR) Rules, especially 111]. big Toys O 2601 South Mood treat F-2 Lavatory: Kohler - x1072 (20"x18") v.11 hung vitreoc• L-t Llthonia C240 !' Stri Lea Provisions o[ this section ars specified for general Acoustical material erhal] have a N,rir... kcdu.rtion Cuollic`.unt Submittals: Tacoma, WA 9840 Lavatory- with Delle Modal 311 HDF faucet. p p Fivo»sten•_ with A.L.P. I compliance With tl.ta Colowine standards, Which are applicable except es othervias indtcat•d: (NHC) in the range of 5U - G0 accoru uuf to A::l'M C 417. Atte: Mr. fiery Pe ez pets-Lite 2/Style 2 Louvre With 1-1/2' x 1-1/2" x 1" Sound Absorption 0f Acoustical Materiels in ,reverberation Prepare 8-1/2 inch by 11 inch samples of finishes when P-7 Service sink: MUatea Model 14 single 25"x23", 21 cell site. Prima Nonprocessad Glass: FS 00-a-451 Rooms. reyuasted b}' Owner. When possible, apply finisl.es on O ellen sink with Kohler K8907 faucet. Itts"t 1-BUo-arc-978b g E-9 Surfecs Counted 1x4 fluorescent LiLh0nle AW 240A W/2 R9 ider.ticel type materials to which they W 11 be applied on lamps.Ceiling Sound Transmission Class (STC) shall be in the range 7°b contractor shall verify typ , ire, and location of all P-4 Waterharter: Steed Industries S16FC, 6 gallon, 1500 W, Heat T*eried Glass: FS DD-C-1407 of 35 - 39 according to AMA 1-11 Ceiling Sound Trnnsmissiun 120 A.C. E-10 Undercounts• i,ight - 91r-Kar UW-]ORS. Tust by Two-Hoorn Mcthud. Colors will be selected b Owner equipment to be placed on th site. Contractor to contact y prior to commencement of CPSC Se[aty •,lass; 16 CFR 1201 work, from manufact.urer's full range of standard and custom manufacturer H weeks prior r in�tallatfon to allow tar P-5 [,evatory: Elkey - PSR - 25-22 S.S. with Kohler K-1]]28 Liahtlna Control: shi in and lnstallatfon. Ma utawilI , will inform gooseneck faucet viih wrist handles. ANSI Safety Glazing: AFi9I 297.1 F re Protection: colors. pp g Contractor es to which 1 al fi will install equipment for AcOcstical material shall have Cfae•: A Flamm:-Spread Rating Muck-Up: Before proceeding with paint application, finish manufect.urwr. ProvtAe swlteher located inside door or opening for all Subri tela: according to FEderal speciticeti.)n SS-5-118b. one uemplete surface of each color scheme roquired, clearly rooms. Double switch all fluoretzent light fixtures for 2 indieatlnq aelwcted colors, finish texture, r•:atrrials end Standard Equipment in ailed: level control. lesse Submit manufacturer's product rpeci[icatlonr and 7ratallation: workmanship. It approved, sample area Will serve as e handling/installatfgn/protection instructions for sane type minumum standard for work, throughout. �-- -MOnEL t M ' )__J4011_ DIVISION 1 5 - MECHANICAL C H A NIC A L Co crol ell exterior llghts to photocell with bypass tui of glee■ and glazing material required. Submit samples of rvftch lrxatsd adjacent to pt.nela. each colored (tinted), coated or patterned glass required. Inntell suspension system according tr ii5TM C 676 i Uig Toys PS-12aN Climber \On (l) Recommended Practice for Installaticia of Metal Ceiling Ma ntenance Materials: Leave on premises where d.rerted, not less than five full Big Toys PS-14 Climber SECTION 15000 - MECHANI(_AL SYSTEMS p q toggle type, 1)A, G1ess TyQes end QuanClLi~f,7: Suspension Systems for Acoustical Tile and Lay-it1 Panels gallo.,s of each color, of each type ltwitchee shall las • eciflcati0n rade, t of paint, in new unopened containers. label cacti container Blg Toys PS-2 Climber/Slide 277V, ivory color. Hubbell 1221 aeries with smooth I,-orSupport suspension s stem b 12- a e pan on. big 'toys Bball Goal YThe entihlrl retiCractot,'Daslgn Build Y Y 9 g g^r w fes. 15'x15' Sana Hcx Sto• W/ Shade ritttiLhflliomplete �2.rV1Z)RandDietrl-bution:Doors - Clear float glass - 7/8". Jn:tal] ecuustical panels according to mrnufacturer s vings, c• t sheets, product typo and q aAreano ( ) performance charts for t0 y Float glees, heat treated to 4.0 x annealed strep th; es Measure moisture content of su;faces usfn an electronic P F - p sed s stere. Usa ons .�lV/,20 volt 200 ampere panels with m�fn breakers. required in insulated units par Chapter 54, U.B.C. 1.979. Sf.CTION 09655 - RESILI RING moisture meter. Do nut apply finishes unless moisture contents vt suttaces are below follow•irg minlmumr, gypsum (2) 1 . Alv' Fire Extirrluishers to be provided y owner and This Contractor shall conform Lo all applicable state ,tad Provide 200 impar• service entrances Providr tot- metering earl 1 - General • board - 12 t in s;,. el by the G.C. Fire extinyuislrers to De 1 sated local solidi codes. Neat l etad Glas■ shall not haw tang marks end Sl ba p'rcent crmentitiuus materials - 12 percent. • with 75 ft. of travel distance to all portions f building � par utility reguletinnr. Ground eysUm per cods rrl :r. treaiad by method produclnq the least distortion. J Ensure surface temporetures or surrounding tempereturos ere and s required by Fire Dept. Field Inspector. Ca tractor The tollovinq i■ the minimal ipeci[lcaticn requirements for Work lncludud: ku: ilient Floorinc r to retity Owner i? additional Pire Cxtinguishers ar a oyster design. Any modiflcattons to such shall gat Environ»Ltai nittlaaws it s1 Exterior sheat of 1/40 above �0 degrees F before applying finishes. r wired. Owner to furnfwtl 2-I/2 lb. dry chemical approval ftam Architect prior to actual installation. �ph� Services eolerbr0nse float glair with 1/1• Class A double sealant- Resisted Work, specified in Other Sections: f.uk-flooring, xiinguisher to be used 1n school van. Contractor to •;ps hermetic seal, complying with proposed ASTM EG-P7 toot•. c••rpetinq, tiles and othrr [loos finishes. Protection: receive and store this extinguisher Mechanical Svatems.: Coordiiats with telephone utility and provide entrance for PL end P2, and eaallf ra by ttan and warrented by Ade ua overfie,� service adjacent t0 power. Provide 24x3GX5 Revisions manufectu n r for t0 yaarat inNrloer sheet of 1/4" clear Reference Standards: Federal Specifications - SS-T-712, q Lely protect other surfaces: from Paint and dornases. [loot qla art overall transmittances of 1711 min. daylight, Tile, Floor, Hubber, Vinyl, Vinyl Asbestos. Repair damages er a result of inedc•yuate or unsultaUle I'�ilet Accessories: Dsstgn Conditions: ---— tezminal cabinet with p ywood bask. protection. All toilet accessories shall be a� manufactured by "Bobric" Eavlronmantel tet^Lcnence, 51 out, Set in, U-velum of 0. 19 max. for winter gubmittals: submit sanlrles for Eelectian of color end IIIi1s1! Q1-ta.S>iJt Dravida outlat� in rooms ae indicated. g Furnish sufficient dro cloths, at,ieldr, and protective or appro:'ed eyual. �,attErn. submit sufficient sized sample,that any repeat in p p • Sealants: Provide Flexiseel manufactured by DAP or other pattern can be seen. equipment to prevent spray or droppinc,s from fouling In,.:tall all accessories in accordance with the Winter 72 Degrees P 24 Degrees F Prwire ons six pair tesla from each outlet to term'.••1 surfaces not beim painted and in +rticular, surfaces Summer 75 Degrees F/ 85 Deqre u F UB/ cehlnat. Provide 7/4C trot cabinet to above ceili ,g for approved, two pert polyssulfide sapient and primas. Ensure d p p` manufacturer's printed instructions. ecceptahle by menutacturer of ptuduct ur system of Within storage and preparation arses. F 50 PH 67 Osgrear F WH future. construction into which glass and sealant is being Port 2 - Products Place cottoh waste cloths and matr.rials which ca constitute Products: Actual inside upet,tting conditions may very. instilled. y Sheet Vinyl: Provide 1/a inch gage, homogeneous sheet tromrsltsZard ;n closed metal containers and romvve daily I Part 7 - Execution vin-.1, econorry price range, manufactured by GAF, Armstrong -'G1: pKw6S� is�� /eG Other Loads: am to Armstrong "Corton", Congoleum, or, other approved I Ir i y i,,. Remove or r,iuse t0 have removed, electrical pates, Lighting - As shown on er hltacturel pirns. Instrlletio:,: eauel. Furnish a range of standard colors for approval Architect prior to tnatall�tion. fittings, esr.uuheona, and hardware prior to Clean contact surtacws with approve) cleaner end ensure painting operations. These items are tv be carefully Cameral Equipment - .5 watt per sglir.re toot. P rOjLCt ?V l))11I1f'( I dryness. Accessories: stored, cleaned and replaced on completion or wort: in ,each c area. Do act use solvents or other harsh cleansers on Infiltration - .S sir changes par hoe. -•neral. 871 2— 2 1 Install glass using F'CMA racommrndations for a Sub-Floor Filler: Provide white, pre-mixed latex filler for surtecea which cauls. be damaged by such use of materials. - 7 sir changes per hour in vestibula. sealant/sealant wet method inntallation. ltveling 1f necessary, 1- ate Part 2 - Products Ventllati"n Air (Minimus) - greater of that raqulrsd by APR- Sd -1-988 All exterior glass t0 be installed weatheitiylit ,ind -r)imcrs and Adhesivr:.: Provide waterproof typvti with othn , coatings manufactured by • !or Cltrrent USC Code or 150 Cif. watertight. charecterfatics rec•,mne , ho ded by tlotinq and bases Menutacture:s: Provide prints e manufacturer. one of the' following companies. )nly oam company's products Hsatinq - 1.25 taornir+q vert +p factor applied to heating Mirrors: Install mirrors in accordance with drawings and may ae used throughout the project, except as noted. dasign road. • include Dow 111mastic or other approved for adhesive Top set base as manutacturid by "Burk" or approved equal, Provi,_'e Ametiton Decratrend, Duna-Edwar1. ds, Porter, or applicarlon• Provide channel r.t Uottom of mirror into t•hich submit standard color samples for Alproval. Height of base SL:-,clalr Paints and coatings manufactured by Frazee, Old bottom is to rest end et least fc.ur bracF.ets for mechanical as shown on drawings. Quaker, Midden, Behr, Vista end standard Brands err not 8 attachment around perimeter of mirror. acceptable for this projert. Part 7 - Exec `ion Site and Substrata Conditions Ensure t7at surfaces are smooth, level, and reasonably flat to within 1/B lnct� in l0 fee:. .�- <,, =;1.. + . ice' it111� �. III 1� .- �`,�� ,lt4....,. A,* i r,� � i t • --_-_ ...-. r,e"�iaWr.4aelari•w+^•. w^.M..r.,4ra.•ae•af....•:wa.rww_0w ,.`_ ...,a....,......� � -w 7 1 i ( .-_.�d..•.,_ .�._._........ ..-....•_.•..._.,rte••-a••�ra,•!..-....-.�._.,•rK.#..-_.._..,-.�+y.--wnwtldt•c'"d..r:. : 6 .-ft;i..,.,.,• rI )firI )IiIIIIII � IiI � I(1(Iil)� ili�ilil)I )li i ili�ilrlilil �I)•ilili1ll11l ` i1i 1111111111111 i �ililil1lili� Iirilililililil � � i �i�ii1i�i i 1.�.l.�ili}ii•�Ii i ililililililili Ill lilililili��t NOTE: I F THIS MICROFILMED =L.--__^o31 9 I----- I l -7 I 1 1 I l.r ..... RA �-- — �-- - - - -------U -- - --- _ ! _D WINS IS LESS CLEAR THAN [ --.. . - -1 --- ----- --- - — l THIS NOTICE, IT IS DUE TO _ _ ), THE QUALITY OF TFC ORIGINAL �' ----T----- - -- - J -- ( - -- 1- - a7-a 1, URANtNG. Z T. f LL Z 4Z L Z L tZ L 6t t Lt t i r1t E� tt it t i9 L . ;9 Tr ► fr L I 1. ,+,, :. < �. IIII�(IU�IIII IIII�IIII illll!III IIiI�IIII IIII�lIIIIIIII�IlII Iiil�llll III!�IIII IIII�IIII IIIIIIIII IIII�IIII IIII�III� +�� II IIIIIIIII VIiIli,, , ' � 1��Ilm�il�ll �� 1,11111I' �, ►► , r,Alrl IiIu�N�u IIIIiIIII IIIiI III I IIIii IIIIIII,IIIII I IIiII.III►IIIIIIIII ,IiII ILII �� I��I�� ►I��II ,II�,III I .I All N EL 'It i I -. r/ � 1 1. 90 Aa ti 1( I . 016, •..-_... ... ..._.._e r„srwm.m ss flllll�slt� 'I - - t _....♦ �, � . `410. �0 1 Nor I I 1 . PEPE"o"W^NM i "W"PROW. - - Al . . �Iw,e�wtatr _ : -_ __ ,. , MIN Irm. ""%mumq • _... . -_ . 114,7, ION R. de STATISTICS_ _ ____ ------ ---- F,)RTL;�rh,i't.C. `V _72 A*PF510-r rte.✓L.,C, ;� r r _ MUNICIPALITY CITY OF TIGARD ''� i I II /� � tiu C� / 1` ��'�•._ �� Y�� `� y� ZONING: C-G, GENERAL COMMERCIAL 1gtArAr \ �'� N e t VJ / R � .� -�'•C� - . XI's SET BAC'(S FRONT -0 C.) / �'� = 1 �` �- �- �. ^�^'- ' Ly,►/,�� SIDE -0 (20'WHERE ADJACENT TO RESIDENTIAL ZONE) +J //�� l ..� - - 1i6• •. p' ' • F..._._r � •' _ ___•x• � �'� �' REAR -0 11t�' WHERE HUJAt;ENT TO HESIDENTIAL ZONE:) 4*L�T� MAXIMUM HEIGHT 45'-0' V BUILDING STATI TI fdV�GT IPO�CA1 .lr .o l / �� ' � � I i ,•..*..,�... - t DIN - ��S G. • �4- �'G4{. s-iIOC'�,(�j,.IC 1��Cir�ro• g BUILDING SIZE. 2,1ti6S.F ,��'rt�` SA� \� c,,��Fff,,ll dl M� t`�R9 GO'Ir!'-'r Tt7F' � LA[?1= �� ' i OCCUPANCY: B-? r 71Rp _ 1..,•� ,► -� CONSTRUCTION TYPE: V N 4 i _ 4 O )"�' �I ' '�� Y��l. r-•RC1". �„1"'�x ALLOWABLE FLOOR AREA. UBC TABLE 5•C 8,000 S.F C4 all l l Vy ' ' �/r l �� j CV SIDEWALK CURB SHEET INDEX / �� -I -� �; Imo. - - ---- --- - - - ----- - ---- - 5I Ili ,0!1 - c AL o a` -�' SPA SITE PLAN 1 , FOUNDATION PLAN N DETAILS, NOTES o .-1 "o LIMI O DEVEL!�PM NT LINE - � `�- �. �� 2. FLOOR PLAN Q Cn IZ o 3. ROOF FRAMING PLAN - -e*sIQ-' evt2\ c�--� ROOF PLAN \ \ 1 DETAII S 0 FUTURE` 4. EXTERIOR BUILDING ELEVATIONS / � 4 t`� \ -,� �,FF*�F;�E ,•.�,�cr�t�EL_ 5. BUILDING SECTIONS l BUILDING AREA / r`'""- I - I WALL SECTIONS � 1,834 S.F. I � 6. DrETMLS � = =� - 7. ROOM FINISH SCHEDULE DOOR SCHEDULE l • 1• I �----L_t�E �� F� �t a�l...�►�xc�� 8. INTERIOR ELEVATIONS I _ F_Q2 I F LxA Opt L. +E•. Z `� cc SITE ALAN BOLLARD ,� O �a� c) z - zv - o P► o a zEJ w o a cc _ da4io►i On �. � ..W r' -�„ •• •.�--�1--"� tom- '17T'" �' f �u - _ ._.._ I"� k-. ..... _�_ f_ kali e c 1 � .; 'r ., rt�l I : I "NI _ w L"Ja �G Obat APPPJ�/ED FOR CONSTRUC i ION I n : •1t 11t 1° t _ \�/ ;Zal Ta, CITY OF TIGP D Q • e '.Is-�Z'� r Ij 7-y� � ..f• •" I --------- a � 7,e.-G� --------- •ST'6il_ �'EM'as.,p�Ta- t=VP•.•.11 4«tE,_0?�Y •... I e \ L.1,•,•. ' , r•a F r / - ».✓/ -- -' �;._- O..INC. •^�sCI.S.�I"+ IN - M - - - POi1TION ►ay 4��- *.�L ��_T�,..�V a. PERMIT C. ! 8SITE ADDRESS ,.�_ ERIJI NPVC _ s Durh' r� Mr$Vfl�Q :4Ls.NT� \V'C' r r 8 OaCI ro=„'� u z' 4 rs.ecor••i f/�7 I , �,; .; , • 9 ^C , , "--_--'=+L' _ •'t'�iw;,•b •I"•_ -- -s•, • w , I "i"r'_ �z''C1SL_-O.Nf.Z_wt�' BY -" ----TITLE ` CiAl-C��'_ I 11 f.'__ { w 1 • ` � '• • t IY, � y•.-1:na L..•• • •1 102. d �, . i ; 1. s• ,._ F';� , , r -� � � : L - _ '.«.. ..r -' ` t •Q•,\y , rr ` // / _. ��V l� �i�� I.. I�UI��- 1� L � .�••- 1 /^ r PTION• e7Ti.� - 1 • .. Y -- i t `� / // ...... - 3 I [� ) rl WITH Ct7NC7.�s ..... . . • �..� _� I i � I1`'ti• 4 0-. �L Q' T�e -= F+j4{!�� ,i r• '� r TIGAR6 •�, ti •P - / i Olin � t �.' /� I••RAi'✓' �l( R.IJhlrboV. Si�EViat :0OTIC�j AL '11 ►.) ,JILLr - e. " ' r (� 1�k-..J :.' 1�•i t, • • •( • • • r I l• I 1 SLIP� �V!m 2. iPsa :4:�1 I '�Lr• •ti ' 'r' _ '�"'1' __ rSI. L'M••.- +�i�..w•lwaJe..�•r J•L•• ►•.•• ►,J..+..•••-10•...�.s•.v✓...rJI-.t_I[[r....N•.r.�•1�.. Al .• �• 1 r tf' t y¢.;},� �'' , � .,a•' •` '`;� ,. „� f...- �• / p / �,1 rp. t I ( ; 1' t ,• (i47 f.'.41 . �+ •.� ,_.JYu:.G "- /� , �' �..• ,t. 41 1 I. 1.;7R1 !?'77) _._ CONDUIT r. Q •. ,. - 1 A.O ►J J1 ING-��s @Lez� w c• L.*' � �:y_ iCI •-,i; l__ , �, F---•. I •L • 111111 ..w•. •P C / f •y,�i �1, �, .1 '_.- I ` - • _f t----�'I1-�� aG P t-a;1 ! ►� O e1a5o LD _� ... . .'. t- - r-r ��------ `-OUT N�• bt= - __�_� _l -_ - -.- • t I _ 'i,, �. / /. w.^ �!- r. 1•4• ,4nt.l ( .---I�iT_LOCw.) sUt�r-L18_O � -- - --_._---- .�I: 1 • L • ,,•�, c. 1� •I.�r.�_� j •/r rr. t) ._ �.�... •` T ......' -rte I Ir-.^-R•.�NT l-J�AT6i�_ •�NG_lNrsTALI�@D IN 'Z•'W X 4•H.7R.2 OP SI PLAN T Mii. 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I n11 � %�VPP-lZi,Ts -�,u�c1� ►may a :� n; �� sum• 1 �• n t' r A `-'- GY NO .•1 PC t'l' ANO T1r snLATt1 �__ i T C V a �•--n'^-" �f I•� C40�,(i)/.�1sOn�4 _ L1r.ISL �� °!aX^e�°�T'ON om, r 1 .. f" '1 - !'� - .. t•F1Nt�R./lL. �N-f'R+�C TCIz. 4 i�IA �.y G �I C �.�� •r ,If�x--�-'� }�!�II _�T •11�11" "r�+lr��!! I�1 �'bf'�ICOfi��lCtOf ;;�7+1�•T1�9�:��.gaL„ xz,�, `�---._. ..---, R Project Number j c.•w,1 c•. '', [,1M•fWH riU/ � .I�„ lM •Ih , � • ]+-a-rc2-��5.� �1•-'1 M N • .sem! I -� ��T^.:.,�5�+�=-.�,,.�:_ 87125-2 __ ,oti EE�f1 7rt;� _-G11=.T�d --__-lbt.Fg 4x:s-1.:_ t- �:''t Z13LZ!'i.>"5!�? t�"CtY1'.� Te'L€gam _T�lr!)�'LatiS'�.« c ._ 6Ug LE9==_i1P�)r_" i�ca'ci dte - ,�-- -- __---__----- -. -. __ -- 414/88 N N VICINITY MAP KEY PLAN <v VISUAL AUTO TELLER UI141T 12 - � T ...::; .•..n.r�lim-0 1P . 1 « ► c.arL r�yilli.}11w.w.r. ----_. ....» •r -• ( •• .. .. _. 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JON R. 1UKCENS F'�'C1Nf9 517$ IrEWI'�RGC'MENT+I COl.�1MN 31Zi� �irl'N dC"f. �OIO�TINtSr C0611N� MARK! ,. e,"Lowr.+• yaT�Il— oET�►I� --- •,I•n.� �,,�1hf.G /� 31-�II��'-O"x I'-o't I,�• 4n4'-(O'E.W. w' T5 $K�X'�/Ib �' -!iI �/�FL,. O �/ -G>• >�3-(/ ,. I-O -"�4��•�'E.vI� -T5 �A OJ K wii _ __1 141 - - ---- - - �s�N ----- --- - - - __ _ -- - -- v 4F i_ II � -Sint Ni�T6 1 _ 2 D om T. �J" Pwr I L. I V I O 2 O E� ► -� O I ------- - -- -----,- ---- - - I'-O GD'P(T SLA# I�"O,G• �.hl. i'- w � - - - - - - -- - - - - -- - --- - r - -- - - -� --- ' 3 - - - _ _ -� 0+ 1 t ID q II v ,�4'"W cgN'TE 1�a STA I� - ------ --------- - -- � - -_. --- I �, � -_�------ / I � �/� I � I II I I 'iI - --- - ------ -------------------- ------ NOTE % M� 'C.Or1C' �R Si:� O�TAI L 't'g �r 5 x 5/I(v I 9EI's n►oTTs 1- I I AR 6t�S Nal' o F-XCE�r r - ---"-- ------------' - --- ----- �, �' tau �, c. N Tl ra 7 �Iti' X V i-a x'j'-o'I -�k 4�3�•O'E•W,by -M of-o X'S/l b :� X11 I 1 W/O KirYrop.div'NT 5) 1 0 Cf s I _ _ �� (� !`1^x• �; 1 LG},I,�TN W I PTH I 1 I ��-�"�g'-G'' I'-o'r A- 4�3',o1'rc.w•� Ts 5� 5x ,,�. 2 I - ---- -______ -- ---- - - - -- - - - -- -F �! PATIO - F.12'i I I SIM" ,� •_ I 1-O w V/�LT V4AI,L �E� Ip/15+M Ts 5X05A 'f/Ir, (SEE 5/1 F+WR O►r• IIJPV. NI (� t� I I �N� :�1 �1•''ac. , ,�,No� Z ! I " _ _ 1 4 I I -� =r - - - - -- -- � f F—E, �a LI STRUCTURAL NOTES 1, yIMPKrN HC�2 A-T EA• EN�P 4FW*1-t_ , W56: */*"� � � rrcTt L 1 i -- I x U CA I '-d'` A•5. G, Z4'` o"G. M a''V�IL.I.. �Y1 os 6E-Twdl�I I I� ,Z" ;M IG,'� wAu.S, �SAI. 4 �a � I SI M PSON Nnl1� G+Ov'dI�S. I on EW. J 3'oME NO G1-W'r D !� T I.A`t'a;t�5 ST ro p�TXIL ✓`>/ I 510 1 _ I T 1 U5� H 7. 1 9• Cc�tG. sLAD AT TSu.ER tzc�w MUST rdE t.EvG.L w'/ I IG c VOA w/ WOO II I04 -61 NcES N T I roccermp t '/a'' AT ANY pvINT � I � _ � I � T �=coNG. R�F�•=175-��1 C' � jt i !•O 6 '�-WE E OF THE Tt,cll„6�R F IXTialRE,S. r� � I 4. 3Llt� aLA::K-owr wfR GIEha.b F •4� KA"r C '1'U 1 5>Et< rwT>:3 I p... r T�� UNIT. V SRI ImY EXAGT LOG.�►-�I Orl W/Ai�•IITEGT• I I S•[d'• Nv'�6� 4 I STRUTURAL SPECIFICATIONS - - - -- - --- - -- - - - - - - -- f i 1. Soil pressure assumed to be 2500 PSF D.L. + L. L per L.R. Squier Associates, dated _SEE No TE. January 30, 1987 . - 2 . All footings and slabs on grade to rest on material approved by a Geotechnical Engineer 1 licensed in the State rf Oregon. 3. Verify all openings in floors on architectural , mec:ianical and electrical plans. N 4. Verify and check all dimensions and references notifyarchitect immediately IIT, 7fj _ 1�1_ p I� I II i it II discrepancies. � Y �f ""`-�`� . - - --- eAUETtoF] ':`�_— a.. - 7_ - ---- 1 5. Design loads: 25 PSF snow Load (Basic) : Wind per U. B.C. - 1989 , Seismic per U. B. C. 1 Zone 2 . EXTERIOR r 6. No excavation shall be made below any fluoting close• than a one to ene slope to the PERSPECTIVE SHOWING I bottom of same, unless approved b a licensed pp y geotechnical engineer. RNISHED MASONRY OPENIN 7. Backfill all pipe trench excavations below footings with lean concrete to bottom of G i NOTE/ '�'OuDATION LAN 2 footing. _ /- �. 8. Where reference is made to ASTM, AISC, ACI or other standards and specifications, the , O' 4.11- nla" r}Ir' 1/4&11 a II -O latest revision or adoption .is intended unless specifically designated otherwise. i W O NMI i :ONCRETE• I ' (GRlpl I' cc ' MOT[: I � I ANY ATl ACNMF NT$TO WALLS -� } ^•�11-_- ADJACENT TO VAULT DOOAf MUST I fI 1. The ACI Standard Speci ications for structural concrete for buildings ACI-301 shall be I CLEAN AI CMITIIAVE STANDAAO I II A1ICHITIIAVE SHOWN ON THIS followed except items speci:ically stated otherwise in the project specifications. A D1IAWING F011DELU%EAACNI7AAVE /� �� - I , - t x tCp •�yi t P. 5/BCS x I-p - -- 1iEE EOAta�D.E717. _ 7 A ,, �y, copy of this standard shall be ready for reference cn the job. Ar.ee w PLAN VIEW `� _Z� II X�i_Z;IA �, D11L /J -D ifs. - �'i• �.�1^Ip,VI�. 0 ,; z ' 2. All concrete dimensions shown on the structural plans are net dimensions. tor7MIL ,/4'COrDUITTOAll GUArD FIr�_�uQ �� ' I P�tP6�l I'IAIR � � O E fArMFT 7"'14" (MMEM fltQ[� -`1�- ►, .�f1LG� .�)(� I(s+ a V 3. Stone concrete to be fc - 300opsi at 28 days per Section 2604 , 1985 U. B.C. ,-!nf 47•' ,fnl Tr _ ---- - ----- �k �' I�, aG -_ O N ,N c lilml T To IN VOLT w T Alk = —' - - 1 c �- REINF RSI G: roMEII rY//IT IOM ALL Ma,l A1KT10M �1 ?' nN -- �I i 'j- � J�Ni Z W W MAfJM11Y ' ' " /rOAE! f — r cc Au T uu - AEtcl• . • - I I I -- 4 I - pl�r.,N N is -T r� O Q Z 1. All reinforcing steel to be .ASTM A615 60, 000 psi yield point. ,Eo;;,,' `;KT, ' ; F�� 1 "°� .' ` - 1 II� Y O n trrElb. -T - - vv i'.Gj Got�T ^.,I MASONRY OPENING FORM N(,1 E , �•• = I C* O.C. -'YP 2. Unless noted otherwise, set main reinforcing steel 211 from forms for columns or I "°"'°`T'�' EE AlAwnrrMtlE IIM SI.E.n.Ar b Y11Mr,ATOt M , •'� , I ' - 1>�C}-�.• Q�} I GG. - surfaces t �' ---- -_ /y�I. 11 7" �-tl• -- - - �I P I. F LR Y � i� surfaces exposed to weather, 3 for footings and other concrete poured against earth. r.E,agc.i.,r."ro Evil: cadwh1-.0 �-- rAlrtTrpE ` - ,4 st4. ,L �'-c E W �- • O 3 . Reinforce all footings, columns and walls as shown. """'' '"''^`'"'""'""'"•"'"`°� 1/-I,�. - �. � Q le t I Q LIST 0/ MAT[IIIAIi � �1aR•• Non? _ I o aTEE�: If.1__—OElCIIIPTIOM Q1Y 1 ,'+"1 It'1 Ai n000 7 N-1/," IZ.' I _ , 1. All structural steel ASTM A36, Fy = 36, 000 psi. Detail fabricate and weld to AISC I ' p -- —- - I • �' _ / PRAIN TILE -�`f1! II G IN Q specifications. , ,a•'1u"1u' nnooD T _ . 4 O w AzA " noort NUK-AUL ! NA.0. HEAD DETAIL = 'I TI� -Ty f• �. FrltorEo/V(NA LEVEL 2. Install secondary structural members around openings in floor after primary structure ' '�—'`'''�'?' ? ! I OOTNIK VAULT '��7 lr a,.• �� -�'► - �._� • is erected. 1 M,t 1 t 147" , I LOOM OUTTaDE VAULT ' MrI,NED FIrOF.LEVEL —_ '' V M,1OE VAULT r 4 . Al'. tube columns shall conform to ASTM A500, Grade B, Fy = 46 KSI. s EusoMEr ANGLE ,E.,A;.�,e, I I ---------------� � ' " " I •.nT"141N [ u o >v+E-x t« 1A•R tY rtrwo00 , 14/1'IrMt . ,VERTICAL -�5 WWT W FRONT ELEVATION r E>nlfsa K srEwALsirT ECTION ; VAULT SPECIFICATIONS i least 1 to inches wa) lc , ceiling and floor of reinforced concrete VA�/ `7 'LIEb dWN G � 1"TALLEP) P%f VWN CR, *RIF'(' &.fvC. =007 I �9 /„ FQQT) ( 40 at least 12 inr"hes in thickness which will develop an ultimate I 1 I N T.G1, I N 5TA LU►T I oN r��is W/PW NER --- I 1 - •O I z--tr ! compression strength of at least 3 , 000 pounds p per sq�:re inch conf. irm*1 by tests . The con- rete is reinforced by three grids of - � ,, f5 1 11 (5/8' diameter) deformed steel bare located in horizonta! and er f - 5/b 4 XI -D �AWIV t.10 vertical rows in each direction to form "rids not more than four TA R inches on center . Each grid is staggered in each direction and - j ,elpareted at least thrl�e incheE, on center . �.,��, a,�yll {,�21r ��'"�'�G ��"Qts E.�. • CCL • /r-4�-�''LT7 f"vRP'1 '(b 1�� I�"10 Conduits into vault must not exceec, 1_ 1/2 in diameter . I I 1 a -5.11, V(4 T5 � �rXit e��cC,er�"F fraQ�l Ism 14* Conduits dust not penetrate straight through vault wall or utiling WL� PK4WF1N� � �� q = PbU2tG � ,. but must have at least one bend . Separate conduits for alarm, Gds. _ • ,� I \ I < yy, power, and telephone terminate on the wall in the inner vault . � ' • Z'O'I � _� _ The concrete ceiling height in the vault is 806" with dropped -J ------ - • • ceiling height of 8 ' . _i - Fl-�ESF'�I Nei -TY� � �►. - •' rj �' �.x I�2 to � L II - ------_ _----------_ -- F's � / 1✓�I14� X I''EZ' A.�• �U , (Fuiz- c:OrJS1rzL.l�-(IC'�rJ JG�InITS c.>i-►:. II I ��_, i�j U�!��s ,}fir f� —�._ ougG opening details for vault door and vault ventilator - - - -- - - -WEi6rP Nal.@S Q 4•o ac _- - - will Ge Burnished later . Installation by others . Grouting of CyrL • -T(ciL}�� .yv. ,- � � rough openrng and finishing by contractor , Z, - i / -*- 11• MIGHT DEPOSITORY ro I - =� --...,� �a •�'' , _ _ - - -- -- --- The 41 ,4 I � 1 c:J night depositary chest enc! chute is installed and wire �—" • i �N Gj�G•.l_a.r�T wrapped for alarm by others. Contractor to enclose chest and r,� , I _ I Prc�JCCt Number Chute with 6 inches of concrete on all sides up to the night . ---- -` • 4 87125- • ,�, � _ depository head and even with the face of the safe door . �� ty. �� b � - _.�, • 1 ate F�&M T. • • • 4/4/88 - - SII I, , � j • • s I SAW-CUT � t� Ibof-ll:TT� 5 Or�vQA I - 1 (pll I * f't.1��1 5�� 1,LOA .l �- P� �` Ac-FT l:rz- �i VAULT � LA8► 10 V�uL-r �LA� I I F-OOTINCv Z70INT DETAI i -S Ila I' �• I -v" T I ._,Jt� ..,W,x: 't'"'� I.Iw•1�'.tw?N. ,y.,. ,.. M ..,F`� �c""do'S:FY7. 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