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Home My WebLink About010-210-041N 6c - "A r pww•---.n,—n-�=T^^'M7""'- ,�A4`"C,F/r9i-�.'�'�qF1! f. .�„� 4 01" FORM't.fire.. .- it4�p,,,�l,'L.j+Rr'f'V.�t$t, t i�a....: nsr�`?�i�' r GK'f•`i{� `� LL�id'`�-�`=� n, � �.I .! i Project Name: 1608 gridley 10123100 Prepared by : Griffith -Associates 4:56:19 PM Project Information Project Name_,_ Project Number Engineer Salesi srson Uats 10122100 Sector Pubilc Construcl;on Add-On,.` Building, Type �...�, Apartment Complex � Notes_.._.,, _ _ ,a ,_�. _. Apartment complex is the ,.� closest category' AC-1 Input Info mation Unit Type, - - Electric Cooling / Gas Healing' Unit Model _ - ,__.. ..-- Auto SelecC _, Unit Size _ > —Auto Select i 'nit Voltage-Phase-Hertz _ , 230.1.60 Air Discharge �.... ...,. _ _� m� Vertical; Catpac'y Requirements:_ LoWing Capaci 36.00 MBH Sensible Capacity_ . 36.00 MBH' Heating Capacity _ , 36,00 MBH' ;Resign Conditions; _. Required AIrfLoW.., .-. -- :. _ w _ _. 1250 CFM Site Altitude_._.,. 200 ft Condenser Entering Air DB;.. _. u. _ _ . 104.0 °F Evaporator Entering Air DB__ „ p,, 80.0 °F Evaporator Entering Air WBS-,._ , --... 67.0 °F External Static Pressure— . .,,_� 0.50 in,wg Carrier Corporation Rooftop Pkg, Units Version 6,71 page 1of 1 f- _: "Ar,oofto, k.:Ue�i?�e_q P,ertgi lGtnaince Su"r�iia►'°f ", Project Name: 1608 gridley fire 10122/00 Prepared by:: Griffith ,Associates 3:05:29 PM' Project Name: 1608 gridley fire Tag Name: AC -1 Unit Name: 48GP048090' ARI SEE11 R„— 12.00 _ a.. Base Unit Weight _.., , . �� _,. 421 Ib Base Unit Dimensions: Length__—,— W- _ T M 46.3 in Wldtf 44.2 In Helgtt t e _ 39.0 In, Unit volage-Phase-Hertz_ _ _ 230.1.60 Air Discharge , , Vertical Fan Driv Type, ,-.». . , e ... =- w Direct Actual A MOW,- 1800 CFM site Alt! t de _ 200 It Condenser Entering Alr DB�„�; '_ -_ „g � ,,,,,,,�..,,, u, 104.0 OF Evaporator Entaring Air D8 60.0 OF Evaporator Entering Air WB m ._ 67.0 IF Entering Alr Enthalpy�, Evaporator Leaving Kir DB MM B7U)lb 60.1 IF Evaporator Leaving Alr W6_ ._ ...., 60.6 IF Leaving Air EnthalPY,..,,,, __.. „ ,,, ,X„ 25,63 BTU/lb Net Cooling Capacity. _,..,,.,,___ .� 47.60 MBH Net Sensible Capacity,,. . �.r.a... da. , _>. .36 MBH -Toial Unit w - _ . __.M:�..y 32 kW ._ Coil Bypass tor_. � 0putr 96 Gas Input Capacity _ _ 900.00 MBH Gas Hesting CapacltL ,,,,,, __. m,T., 70.00 MBH' Temperature Rlse_,�__;_ :, «� 51,9 „F External StalicPressure__,, ,. _ s .�:.,,, .,„ .•.M„. __ 0.50In,wg Fan PM . .... Fan R otor s ze, HPi.. .-. _�,a._.. _ d. 1100 114 NOTE: High Motor Speed; Varf Electrical Data: Minimum Voltage187 Maximum Voltage , Com ressor f;lA �� 2065 Com ressor LRA a p _ 1ofl Outdoor Fan FLA (ea).., , .. _ _. .. 1.6 indoor Fan Motor FLA .. Power Supply MCA5td GiVt�, 4,1 31,3 Power Supply N1 Pr Fuse or HACR, U,S,A, :. . ,. so Carrier Corporation Rooftop Pkg, Units Version 6,71, Page 1 of 2 r" s Griffith & Associates 202 Design Arts Building, 25 Main Street Chico CA 95928 916 343 4621. 343 4626 fax coven 30-Oct-00 1;24 PM' STRUCTURAL CALCULATIONS 1608;. addition to Fire Station 74 located at GRIDLEY CALIFORNIA Engineers mandato is to provide structural calculations for the.ltems noted below. No investigation of other conditions, problems or repairs has been made, and no warranty or guarantee for work other than that explicitly Indicated Is given or Implied GRAVITY ANALYSIS G sheets LATERAL ANALYSIS L sheets DATA D sheets o QROF SiON�t DF tiAi-��0� �� 'Lo ad'Table Nlpwable Uniform t o Sllnple Span ions Will 1. Values shown are maxlmum allowable •oad capacities of the joists l pouunds per lineal feet (W11) basedidle whhi fof erohicrite la�utl g'eam sHffenar and bearing tr ngth criteria shown on page 3 2 (lower or higher i ad capacitiesmay pass' 1, t "' 9; softwara program or contact yourTrusJoist MacMillan reprosentative), and assume provisions for positive drainage (Y,' per foot slope minimum): a, Multiple span table can be used lot two or more spare co ition5. Use the longest span for sizing, Where tatlo of short Span to long Span to lase ¢ than 0,41 use the TJ-bearr& software pr tart or coataet cur Trus Joist MacMillan to resentativa, x 6 8. Values in pray EM areas may be lnere*57 d 4% for repetitive momber usage if thoedWN on page 9,7 are met. 4. Camber (2250' radius) is available for simple span appllcations only, Conteo(yourTrop Joist MacMillan representative for availability. ,. .w.r For loading conditions not coveted by these tables led., concentrated loads), a ynurTrua Jelsf adss .use the fi:f•9oam" Seflwarl� ptagro m or contact Macmillan ropreAdnlative for ass(stance. n V, 6/91 W 5,3p 16oad Tables/Mon-Snow (125%) Tfl®/RSVP .1018� A L.P Multlplo Sphn ata, tai �„"`-,�,.�' ,. ,�, • F �, .f � �:a�%!. z ; Vf M jly It tOf stn are zz"r �a su { 1136 tori 206 262 916 aw c 1' .,,'�Jl1� w t#8 tF in6 t t®� P?6 2]@ 2se 263 tot Ida rat ins 150, 24a X59 �d5 �. 195 _,,.. t5a..:..t>..y•w i�8t .:..e..,t�C2: 2��St 2�1t . iliana 141 t� s 10 M Iii 1 ... t5' 0a. "_ 111 147 18s tEs175 _10 r q 3�! �iD, 2tt, t1P 191 �k 196 213 4 , 'r ds t 9 i#t 145 i5Y 166 kt aai 13Y loo� AM Ito 10 011 ; , * 03 I 123 t b. al vw _ iG0 . t 1 0 i+ LrWt 4 frL+ d 11� ..: I�y, , wxw„as •. - ..-..,:I, } !,, y� 55 3 ea 7f tG! 175 Y36 tat .... 45 51 4 s ° '' 1t5 t#a : NS9 15si !4 76 _ 155 92 do IA4 144 W 441 NX10 ' 4d b# 91 3A 5t a6 .. r Vdlued thdWn and didxHUM gl;bWdblo 16911 ddpbbitte3 8t the IAN ►t1 pdUM& per Ilribal tddt 1q10, basad bd ttnllbttnly Cdddod ddhdilldhd WCth Wob' etittettor bltci bddrtnl� Idtidk0 dt'itiiAd shdwri dii pdr�e 3;p CI3Wet dr 0idhot Codd ddpddltda mdy bei pbssitiltlW11N dl,lrirdtiEtnterlq, uad the �'J•130ain , snttward pPbdtatit dP catltdet y�iuP i'nie Jdl�t MadMilli;r� t6ptaaenlalivai,gild dssUtdtl ' td'vtglntlo' 1tl1 pd51tl1td dralttdda Ci!i (!eP fo6t gtdpa fliClttrltUrtij �` �� . _ x 9'; MWtIp16 bpdn RAM on bd utod tdt oo dt mdtd trail botiilitii t, udo the ldhijoit bodh bo bhbtt'ii� d" td Ilia",OA, vsd 1h6tJ tsdtn* Wlwoed ptdgrdat tir $tYWO YdUtWU6 Jblat MatmilldN tdptosontdttue p 9 p 8 ValUda Itl Ody my 00 01didased 44% U repbUIVO diom4of Uaade I! Old ONO Oh pada e.� W 1061. Eftddl9 Y y , d, Carobat (2250' fad(us§) N1; eVdlldbid Cdt GlMpio dpdn appliddtlons.dnl , Contact n1t�7rtid Jdfat CNncMAiai1 i'dbre�bntddVe toe evalfabltity. w p Vl YC1 p'>"jV w6cmdoh rbprosetiitlow foe Otgldtanae'. adrH gdtrNa'tH' "nidrtittl at�6nttinl ydlirTrUs Ja ' 'T y ttC ,r Fdi Iba n cdnc � lnnd nd1 ndvdl b the to tdb,od Cap,+ ddndentiitdd lnedri Ura tia�"�t•� 1 REINFORCED MASONRY DE IGN;1111ALLS. i9ga &► too, ri IATAI M00-9y` rol 75Q WF(PxVWW2J Fot 96014 VIII P.01 Pa, 996 f�, ;404 M;;go,p r1F��4 P RAVI Ow"093 00'.TSh6 � ( "Wo 000"M y*Cm�11F�#y�yy(tyA'��?�` ��t� LOADING ft PW til WroAvm)"44 W1 PA Wlx4 *ap;* 4.0' PSP' P : ! i8 "UwAfOnt co it 5-To,o k 2A w4 300 A 04 ►P Pam awn "a 400 ' "WAS *1111* volikal 0O wi ft.1 ,, , 1 � � 'f *Woo 10, If •:erwyrtay Pt , �t 1, o�t. 94 065 y�P� � * Oar /q��{�i::: �y pplt�yy y�g,, tg'� �i to m In9+' 4M * o y�,�. , l+�lt'�n�" rM�# �P l *p*wp��yyr��tm y�(1R.�&.y+,��d"ai�Mf+:a F}!M'w'M'i�.iY°{ 's�NgigtaM' 4X3+4fiut1.iA45�1�W. *�0' j, yF �M,wq �rt;y � 4i'Vl fA qarq g^ 41t*y ob olt RR#'k"1 M K M JF pwe ; ti,.,�p�yp yam. 'i'T CFO SAYw�ttt': hh 1nT ��% � 1�iV tip4tr4 11e'µ �"T"'x^;p �_ ym +�r{yrY ot W* w,yaoo ow ell Tm&tl" 0� fade Wiw_ � U - mk"w t'"W QAxio Pert I iso vola f 10 grntloft6m (A i.W Mltiw wotwU) s �S0, 6 PA wtl 10 ts *Vtoill414,U1 fA Ilo*tW iw� '' W Wt. t*. : �� w�yyy'� - yyydyy:.Wt AM aa$#'�+ 6;1'44l"Awo, ewf WIlio Watt* 04M4 Out .�w,.� 1 4w*a i wfto tyYFlf4 aP-ods Wo ORO AkAll, 'Ad ttkv,4. fes' 66 i tivklifs". A $4 AMON 3wo - A ti' MASONRY lIAM to PAT KK Pg QP ter 4 7%QW(g)"WWom) F 40000, F# 7,90 ja Wwqo Vq fig w4 ; 0410, V0; t * A-* two, MOO At, 4420, WAI alp 044 04 Imp%*# #r4�A14411 mAno 44l p - Fi.8r�LP 001 IF,'ay, �yy �Y,poo Ow O 1pq �t�o,�y yy� �PIB T`� .''. sy^3�jiwye�n�M�l;iA1➢K'�fi�A''4�' REINFORCEDMASONRY DESIGN:columns j, �� 1808CORNCOLUMN GRIFF614 gF;TES pago E y crpeft 1,04 AA DATA cMuDaL - w SPECIAL, INSPECTION: Sl- 0 (1=vos, 0--no) MASONRY: cmu RUNNING BOND, grouted solid ,rth 1500 psi Pm 760 01F(01•t,r VWn) Fm 250 =.333'1 psi fy 6000 psi h/t 6.65 (must be foen titan 2o) 1 15,63 In dfroollen of o Fe 20000 psi, banding W 95,63 in: rax 1200' =,4'fy/2 psl� axial — h 104 In R. 0.90602 =1-(h1(42`I))43 psi Es 3.0E+07 ps! Em 1500000 m1000'r'm pa 153.343-R'(0.20'rm+0,65'pg'Fsx) n 20.0-Es/Em' vm 26 IQIf(SI=1,1,1`�lsgn(PfP),2� LOADING Won 130 pcfvyeinht of masonry PW 955=w't'h'0,5'Wrp/1728 lbs/fl welght of COL!w", -I mldheighl Per 6401 lbs axial load applied M 51208 In-lb: a 8'in V 500 the shear SECTION to 15,63 In d 91,63 In b (must be loss than 0'1= ) reinforcement p vertical5,53 ov da 4" # 5 bare193,78 or!otal 1240 y Writing ' provide 2 # 5 bars{orlotal o:620'✓►Z As 4,7.40 In12 �6 Ag 244 -t'w In12 91� !!!1 z P9 0,0051 =As/Ag MINIMUM 6.005, MAXIMUM 0,04 Asb 0.62 In12 l '�� (t P 0,00341=Asb((b.d) iX!! n'p 0.063 k 0,307 ®sgd(2*n'p+(n*p)12)-n*p kb 0,200_-nl(n+Fe/Fm) balanced condition b 0.001 = p (Fm'kb)/(YFs) balanced condition ser".'on Is 1 over-reinforced; masonry stress governs 0 under-reinforced: stool stress governs` j 0,898 =1 •k/3 Mm 72838 =0.5'Fm'k')'b•d42 In-Ib(linoar foot masonry moment capacity Vino 4079=vm'b'j'd lbllinearfoot masonry shear capacity ANALYSIS: masonry bondln3 and,oxial stress lex 27=(PW+Pa)/(.Ag+Aa'(n.1)) fb 176-2'M/(k'J'b'd'2) psi faxlF6 .b/Fm 0,18 0,70 fax/Fa+fb/Fm 0.88=Y 1,00V check sheer, stress psi vs 3 =VI(b'I'd) psl va/vra 0.12 <=7 1.00 1 (1=ok) ANALYSIS: steE " �• 7913 =M/(Asb•J•d) psi actual stool stress' fame 0.40 <=7 1,00 check: # (1=ok) CHECKTIES; #; 3 ties Diameter Dl 0,375 In , diameter sgl vertical tier Dsvb 0,625 in 1o, 18'Dsvb 18 45 Spacing 10,00 in 15,63, 4r)min(t,w) STRUCTURAL CALCULATIONS: 10/18100 PAGE-1 ZCP 401 lo Iz, tv �� t � �� 22� Z•8,bi � ! ► � ,� �,;P� uy�, IIcG;� �f�.il► ' �� , v x r 0,-m[-3j� 11 1) 4"" e Aru*Z' qq ✓ . �i'tl��j�IM ,p, e It4 0 --bo' AN to- Vt.. lelry,4, 11 am, 04, KZ2 .Jrn'00bpl�, L b�lf ow Cqu .SHEARWALL DOC'UMENTAT'ION 1608 shearwall line 096 Page-1lLxls DATA t ra. -Ih 26,00 ft shearwalls this line 'sheanvall" 26.00 it 100% 13.00 it openings 0.00 ft. LOAr.,,. ` Val 0',>. DIAPIiF� Gnat 0 tw a' ;0 0 fobs w D 8:82 lbs shear' Dtil 03U1 U, 8382 -D+Vabv v=lJlengs,. 322lbs/ft vo 322 vertical Ww3il- 86 psf cmu load Vivort+ 452,40 plf cmu parapet above; roof load DATA weight of wall=WW=Wwall'length"height= 29000.40 lbs. surcharge=S=Wvert'length- 11762A0 lbs 2x' P=welght of wall+surcharge=WW+S= 40762.80 lbs 1 240 480 STABILITY 2 360 720 Mot 108966,00 =L"height+M ftlbs 3 480 960 1.5'Mot= 163449 ftlbs 4 640' 1280 Mr-P`length"0,5= -529916 ftllba Mild=1.5'Mot-Mr-- -366467' ftlbs HD 616190 =(MdttMr)/length Ibs HDalt`-14095 =(Mhd/length) use HD= -14095 STRUCTURAL USE capacity PROVIDEt MARK DIAPHRAGM. COLLECTOR CONNECTI322 pIfTRANSFERI connection for Vabv toenails 3ZZ T-SCz� �yta SHEAR PANEL RESISTANCE OF 322 plf PANEL edge nails field nails BASE.CONNECTION 322' plf BASE nails - anchor bolts HOLDOWN RESISTANCE OF - 614095 Ibs HOLD-DOWN DEAD -LOAD RESISTING MOMENT CHECK footing: Ong= 2.00 ft Widtnftg-2,00 ftsurcharge 200 plf mf 0 Lftg , 30.00 ft Obese 0.00 _ feet , widthBASE= 2,00 feel Wftg 600 =(Dbase'widthBASE+(Dftg-Dbase)'Wldthfig)'150; endload 0, lbs Q as end applied TOTAL OVERTURNING MOMENT Motf 125730 =V(Dftg+helght)+M+Mf f lbs 1 ,5•Motf 188595, plus TOTAL RESISTING' MOMENT Mtr- =Mr-((W ftg+surcharge)"LftgA2)/2-(Lftg'endload) -889916 additional resistance' required ' -701321 ftlbs SOILS RESULTANTR=P+(t,Itg•(Wftg+surcharge)),= 64763 lbs e=(Motf-(Lftg'endload)IR= 1.94 ft Lftg/6a 5.00 it maximum soil prbssure=p=(R/Lhg)'(1+(6"e/Lftg))= 2996.96 pif (when es=length16) a maximum soil pressure=p=2R/(Y(Lf1g/2-e))= 0.00 Of actual soil pressurelh/' -p/widthBASE=, 1498.48 psf ALLOWABLE soil pressure 1600,00 4/3. 1200 psf GRIFFITH S ASSOCIATES' STRUCTURAL CALCULATIONS SW.XLS" 9128/00 'SHEARWALL DOCUMENTATION 1608 shetimall line 46 paQd•211,xis DATA 1„length 22.67 It shddawalls this line shearwall; lehather 22.67 it 106% height- 13.00 R openlogs 0.00 ft LOADS''.. . Vttl 0 aspect= 0.0 1 DIAPHPAGM VAbv 0 , tw Nei' 0 ftibe 4 D $362 ibs Dtb 6362 V' Vab L 13282 �D+Vabv � V=Ulerlgiha 310 ibblft 463701 1,,04 ;p Vertical Wwelt4 66 psf emu_ load Won- OdAd pif emu paropot abow, roof load BATA � l Weight of Waq VVWxWwail tongth' height+ 25286.12 lbs a g _ suroltarge S Wvert'tongth- 6120.07146 U t alt+autchorgenWW+tw 31416.00 lbs ` i2 Z66720 STABILITY g' Mat 108966.00 ¢L'hdight+M ftlbs 2 49tl 066 1� 'Mote 163410 ftlbs 4 640 1260' M p'tertiglh`0:6$ �35tii01 ftllbe tt da1,6'Mot-Mrs -102652 Ribs M+ HD •10901 -(Mo(+Mr)/idngih ibs HDalt 6498t(Mhd/1091h) 066 HD=' 6498 STF4U0T0(RAL �--. pF;bVID MARK bIAPHRAGM-COLLtOTtRCONNEGTI316 piftnANSFt co nactldrl fdfVabv f stalls `""" r i} a 0 376 plf PANe SHEAR PANEL REWTANCk 4 W..�.. 7. hIi r edge Galls field valla, �) tew BASIS ctlNNEbTION 379 pit Mat mills dothof bolls- � +" �I�„ WF HbIb0WN'Rf=eISiANb dt �646Sfba HbLb•bt9VVN CJ�AD•LOAb �t�S1571N t3 MOM E ECK, ` _l fooarig. Dftg = 2,00 Wrci $hftg 2od pif 2.00 ft surcharge G, Mf 0' UT 30,06 it Dbaso 0.00' foot wldlhr�Asea 106 fast i Wftg add �i(Dbase'W14thHAtt4.(b lg•bba9e) Wldlh0d) e0 00166d 6 lbs 4D ea 06d applied t6tAL 6VEATUANINd MWENT'Mott i20 0 iQ(Dftg+hdlght)+M+Nit tt1Lp 1,6`Motf- 186505 pluu t0TAL RtMb fiNG M6MENT Miry ' -Mfg((tNOg+sUtchatgd)'Lttg�2)l2•(Ltig`snaidr�d) w710ibf addltlmol fdslsldhdd fequirad •527606 Mile Etll_LS i Rt6ULtAN1' A0+(Lhg* Alhg+surcharg6))= 6641e ibd a e=(MotkLftg`ond]oad)/ft= .21 ff Lfitg/d�+ 9,00 ft ftraxk>i M boll pressord=p=(ki/Lf[g)F(1+(e' /Lhg)} 2609,40'Pit (Whah bofenglh/6) matktaiurn 6611 ptedspre=pitl(3"(Lftgl e))= 02 pit (When 65)6061h16) detuol bblf pressurd *OMIdlhWt- 1342.I'd 0 s f i ALLOWABLE drill prdesUrd i 660 4/3' 12 01110WH 8 A$B' dClAttt tTRUCTUNAL CA4cULAflbNS SAXES 9126/6a k , + I A T . ; 1(f TIE . , . 1401 10.1099 ! FIRS, $TATIQN�,Not f SrRwC`KK1N 0701 t ASP �� * .Q.1 ri l t�GT0701A a�l{k/► K1h1RwINA SECTION 07620 SHE%TMt*'1`AL II A "I N t # TO TAKEQFCQNTF.NT$ SECTiCN07t)gct 4NTSMUR4 plondpom lvindow d#vtatar! pno�ana�t roqutto�lont� asoht s 11 STANOARtt #TirEi� QgQFit1 S FAMF.S 1�EcTIallolOts Cc�r1TRAC�C�ISIOTIC OT CO M -Dia K"RIN SECTION 01001410 CACI t1 Q MMNS 9 6RCTION0 3M SUBMITTALS ;SECTION 01300>�1At.ITY� �ivlaio� t1t��ltsalah�s SECTION 01#t0 TEST (l & INSIRCOT1ON SERVICES SECTION 00360 (11"ll, t1S?�RCI 61tST SECUM9150 STRtICT1 IFACIIITtEF9ma SECT040!1307' CERAMICit1.E' ANTR0I.SSECTION00310. S surooNI11AQ A4t tISTiCIU, �rt;ll l i4SECTICNJ 01600 E�At. ANQ EQUtP'#.1EIfi 1 SECT04 00M RESN:I" W MATERIALS 6ECTION 01810 STARTIM O SYS SECTION D408Ei CARPS , GLUE DOWN. §9CTION 01700 CONTRACT "069OUT ECTION 0 PAINT1D . o1V1s(O►t �1N�a�tBYtOrit d�V1�011�41t1Ip8C�#�II�A SECTION MM) SEMCTIVOpE S[CTIONIOID TON.ETPARTf1tC1+ SECTION031i0 3"CLEARM SECTION.1040 PI,ASTIGANO M9TAl54US � SEMON 02M $ON.4r ATERIAI,S SECTION Iow Ti T�tiO I�ITII /4 �a tE 5ECTM 02207 AOO1 OATS MATT68 SI CTION 1kSt11 RQtK1it CiitRtN'r SECTION 0= M=VATFNti bZCTIO00= OACXFllt t �}11#t 41101 lifDtl t1 I1Dt SECTION 0 25 TREWI'I►Itti M 1 i+1 v t 6ECTKN 02510 ASPtIA! TIC C 'A f PAW4 040TION Q3St4 CONCPM CUMP, t W OUX4 Al diVCp�t�l tMt �tY#w�4ti11�1111Gft� PAVEMENTS UCT1,0140;w Sao SMITARY 8MtM It M . dtvislo"thtrloatrapoctall orlatrtu Ila ; i idlvlaic�ti ii�ntonc+ta ` dhralt0ttaurtoatn-tivoyin oystoniiat 6.CTIONtl�1t00 C4'>t"i ft-MF�itlAVgktt C#IiCT1CN00 CONCfi�srEt°FQriCEM�T' MIC"WOM4.d1vtolo it�tarttalrlo tlai>1tCai OECTK 370 Co#t0"4 Mwan t EaGT1IC0 00110 I,IEI�#1�1i WSW tour rI room socuW A'1C t; lti 3 SECTION 4=1 �NdA 1ItY tlW00 PLi1I�i�iCt�� $60TIM t67s50. HEAT TPANSIMR i�tRY' 'EGTION 0�0 C�A14S tltdlT tlJ. 1 dht1a1011'11vo+mtt�lls I4EC'ttOti itlOVUM t1 &E.CC� �LGt�«t;HCi�i�`Jti.�ITAtt11'p1+ !,lU#t:Ot19 t�TAlL dlywo" *Wwood & plut IISC71i7I1Y�t1� AltstVUANOSt�J41"I��t3 G E� W410 'C TONT 3loo O'pMVQ01.1h131'11u1 & St13CNl prolloctiost 'fA1ltK f .1 id�,►:pUN1�;4�'fuik4'i�filf.. da�,ol F�r7ictruwa. ;P NW17! rtiMIF7� te{,.y y�yyyy.Nydkiv'iy�7I�YrRgY..W�y.Y.Y�1y�y;�1.,iY'yt�Yy9 N6.14 ,ma,�yy��y{��yiRA �,y y�y- �lt}IiWe'eR A, COMM"* 7V�iFS ' ��kFt ��'7i ' PvuVi WA9P RIf9O UI �+ a *04 ai 04j04 4877. ��y9Vti'li6a y l�y�J� RiR� �l�jYi��,"RII"*4w. 4 KK `t'±3 ��A7�19�V � lY6 R:�P.��1'1111L 4PR �, � '. RT•E � ...:9.yy y� -r .. ay�,�,�J��iy�,.y,, M��gs.A'�,R9'7Wf yJ�y�y �' ,,�'�y� �p#��p�p,�y y,�y, y� R4i F.q$P}aR �y�4iA/:iR �Y'R'd. i'3q.ANP K-.. , i :.._. ., ti'yyn±'NCS 11Y ��pp +�,�U4Fryyy[��Ryr y�4T#!' [i��iitN r SR �i�.-Vk AiYb7l Aayyo.��R, 'fir RmR+�'1NR/ {fDCi spay. �.JpJi�� T,A � �D QSiO. � Yxl� i��'M1Y17fS:Y9Fl� iT':111 � � P71 - FL^11W�{� � � � F7 4i7l7 �✓ 1 T� � 1AeeiiR ��,�,y MAF7C:3�i�'Pp � W IF6L[9f]131e}3i+,yII1i„0 b i)N—d�y� �y ��,y,� 1 #A�C � /Ri NiLi'C3, vuY'✓� ..��ui�a� ipi�'S1"�W�Fo. �i�4L'd 1,1wM�4Y4y.� l� �'i'� �1} 7yR�y44i�rL M�4 ' Iy,}y, .�Ii��Gq ..,f�,w� fISC.73 yt�e.�Fw: �'�"'r`��A.•'"�Y.•�� ''WiiYi��".i'a`C}'l��Si�'..� `��yyy M1 ♦al,,#S�yy y�� ays�� q�p'r�ia�+rl+r�lit�,,y, _}'� '11i iFi W 3 OF AI}1Idf Rf `� �Ai v�� y��!y �6ikti7i�WN yAVlI �, �l v�fa�C �j kT7q �0"� �d �7 fta�m {1My 14 bf �7y( r �Y�yy e�yny`y,{". R9 •R� . 4i�Midol�myQ 7d yy$Wyc�4i' w+o' n�ji� .�Jyy..� y ,1yIjS,j�,7�{4y yy� .�a1 y`��1yy - �ix'1N17'�'iQA7r�{�,� [xyis�Q�i,�lyi �iy�A�R ��''�yp�{�� i ��:3��e4 Li7'Dt��✓FFfh'�� u ....., ... _ Y.. ►rr� I riam _,.j, flk� STATION NO, 74 Q#yco# 4*4 ""PAM" w4wwo0w* PTl W�� "00010� #* 4,00�1 PMVWi""I* A, 40 WW �y �+�+ //h��l��,y�r*�,M�„M iA'u'M/�'�+S'a'+1"�'�yy. II��n t adA► �M■?RMl�M rhA F!`� ,. ♦a 'Aon �. ��py ;AM)CAT04 a�A PAYMM 1.4 OV4".W"t%Y.A"W*K A. ply i♦ � � yam, C W+ "ojft+ + "*"a r Atom 13wth i'u+��yyynfAP'Y IN�w��iW t`� wF+iP /�R'171 M+�"+ISA� WM 9ii: �yn'1 \��(uy��P,r�Nw i►, y� yy yy��yyy�. At Ow ' jam, #'yy��1' .��M��y, top' "Mo AIN \yy��jy 1f40 wty '. .0 hod* �ilod��y kdWFA YMiV1 aijF i�■llMl� _.. _; � - .. y4y� ... �. gy��y�,y��(y�ny� ..,,.... � .. ...,- y�. ■..�y��Yd{�iA GRIFFITH & f,SSOCIA'TES _f,J . -' ADDITION TO BUTTE COUNTY 16om. 10/2000 SIRE STATION NO. 74 Gridley Callfo mla submittal of List of proposed Products`&Substitutions, 0. Attendance Required: Architect/Engineer, Special Requests for Substitution Consultants (if any), Contractor, Contractor's' 'establishment of communicatlons services Superintendent, and major Subcontractors. C. Agenda 1. tit Contractor's option, the Schedule of Values and the 1. Use of premises by, ,Owner a^'i Contractor, Construction Progress Schedule may be.the same, 2,; Owner's requirements and partial axxupancy, Integrated document, 3, Construction facilities and controls provided by Owner. 1,4 FIELD ENGINEERIN0.8 LAYOUT 4, Temporary utilities provide py Owneri if:eny. Ar Locate and protect aurvoy control and reference points. 5, Survey and building layout, . B, Control datum forsurvey is that established by 8, Security and housekeeping procedures, :,Owner provided survey, 7. Schedules, C. Confirm :drawing dimensions and eievetlons. 8. Procedures fortesting, b, Provide' field�nginoering and iayauf services. 9i Procedures for malntalning record ducumenta,, Establish elevations, lines, and levels, utilixing recognized enginoaring.survey practices; 10. Requireiri0An`or start-up of equipment' f1: insped3r, ,,,,l accepOnoe of equipment put Into 1,5 PRECONSTRUC710N MEETING' D, service during construction period. distribute copies to A. Architect will schedule a meeting attar Notice of Intent Architect will record minutes and participants, with copies to Contractor, Owner, to AWRM, participants, and those affected by decisions made. B. Attendance Required: Owner, Arohitecl/Englneer, Contractor, and Contracto s Superintendent. C:' 1,7 PROGRESS MEETINGS i Agenda, A,, Fe dlltah,;meeting9 througtroul progress of the Work at T i, Designation of personnel representing the parties In maximum monthly intervals. Contract, and the ArchltecbEng(neer. B, ArchltoWEngineer will 'schedule monthly meetings and 2, Execution endtbereWew of Owner -contractor adr!"" feelings es requested,by Contractor or g' A reement Ow , 4fbh,iect will prepare agenda with copies for 3, Submisslori acid/oris"view ofokeeuted bonds and ' l?an�wpantA �reaide atmeeUngs,, Irjsursnce certificates. C. Attenoar,s'Requlred: Job superintendent, major 4. DlafrlbWion of Centrad Documents, Stibcoiltradors arid suppliers, Owner, ArahitecUErigineer, ae appr9priate fo agenda`topics for 6, i16Vl0w of list of Products & Subst tuilons, each meeting: 6, Procedures and processing of RFIs, held decislons, D, Agenda. submittals, substitutions, applications for payments, i, Review minutes of, previous meetings, proposal request, Change Orders, and Contract closeoutprocedures, 2.. Review-oflNorkprog'ress, 7, " Submission of schedule of values, and progress 3,' Flyld o1.bservations; problems, and decislons, schedule. 4 IdontI1106tion of problems thstJmpede planned 8. Scheduling progress. bl Architect will record minutes and dlslrihuto copies to 5, Review of submittals schedule and status of p:01clpanta, withcoples to Contractor, Cwnar, t ubmittala. rt pants, and those affected by decislons modo. pIci a 6; Review of off-site fabrication' and delivery schedules. 1;6 11 SITE MOEiIL17ATION (JCD START) MEETING 7, falatntenance of progress sciiedulo. A. Architecvcngineer will schedule a meeling at the ` 8b Corcectlye measures to regain projoctud schetlulos; Project site prior to Contractor occupancy. , Planned progress during 'succeeding W,grk t:briod. , .,., 09Coorclln ailon of projected progress. SECTION 01039 „COORDINATION AND MEETIN03 page -2 ,w,,, ..�. a�».r�4, �,.. r��;��y s yN.�..w ..,,�� r,�.r,w.. r,.�...., ,.r,�.�.w, n,W----i•^� ,��. .,,.��w,rr G`RIFFITH &,A S.S O'C I AT ES., ADDIT1014 TO BUTTE COUNTY '1608:116/200,0 FIRE STATION No. 74 Gridleycallfornla 1.3-' CHANGE PROCEDURES PART 3 EXECUTION A. , The Architect nglneer will advise of minoGcilanges in Not Used the Work not involving an adjustment to Contract. . SumlPrice or Contract Time by issul ,g supplemental END OF SECTION'' a ; Instructions on AIA Form G71.0 or smllar document, B. The Architect/Enginear may Issue a P.ropzsal Request j I,(Rm which includes a detailed description ofa, proposed change with supplementary or revised Drawings and specifications, a change in'ContractTime ' forexecuting the change. Contractorwill prepare and submit an estimate within terrdays of such request, C. The Contractor may prapose,changes by submitting o request for.change (RFI) to the Architect/Enginaer; i{ (I describing the prepoced change and Its full effect on the Work., ncludo a statement describing the reason, r the change, and the effect on the Contract t , S and Contract Time with full dUcumentation and a statement describing the effecton Work by separate or other contractors', Document any . b requested substltuNons jn accordance With'Section 0 i SOU. D. stipulatedsSum/Prlce Change Order. Based on Proposal Request and Contractor's fixed price quotation, or Contractor's requestfora Change Order as approved by Architect/Engineer. - E.. Constructlon Chjnge Dlrectivei,Archito0Englneermay issue a directive; on a form similar to AIA Form G713 Co{rstruction Change Directive signed by the Owner, i c Instructing the Contractor to proceed with a change in _w h . 8_ ' a the Work,;for subsequent inclusion im a Change Order. Document will describe changes in the Work, and designate method of determining any change in I• Contract.Sura/Price orContraot'nrm Promptly' - execute the change, F. Maintain detailed records of work done on Time and Material basis. Provide full Inforrnation required for: ? ` evaluation of proposed changes, and to substantiate cost's for changes In the Work:, G: Change Order F&msrAIA G701 Change Order, or approved similar document. H. Execution of Change Orders: Architect/Engineerwill t Issue Change Ciders for signatures of parties as' provided in the Conditions of the Contract: L tiverh ad,and profit: comply with General Conditions, M10 ALLOWANCE WORK A, Contractors, subcontractors, mater lais, means, methods; and payment proposed by the General tlontractor for purposes of work covered by allowances are entirely sp§JeCtL to, review and approval by the . Architect prior to initiating of such,work..This, review may include but isnot necessarily limited to the substitution of proposed subcontractors, : , PART PRODUCTS , Not Used SECTION_ : .. .... ..: 01019 CONTRACT CONSIDERATIONS, PAGE - 2 K,F. .F"srFFY""L'H.�"-ceyna.e+x ..>-; �..,'a+ncr .,,�..�,..«eay�svF•�xa....rwsxrrw».,i.—,� ... ..-..: ',... ...—....—..—.- ,�;...,.�.K.7.Yy..y. A GRIFFitH & ASSOCIATES ADDITION TO BUTTE COUNTY 1608; 10/2000: FIRE STATION NO. 74 GridleyCalifornla _ E. Schedule submittals to expedite the Project, and deliver to SECTION 01300 SUBMITTALS Archliect/Engineerat business address: Coordinate' submission of related Items. F. For each submittal, including resubmittals, allow 15 working PART 1 GENERAL days excluding delivery time to and from the contractor for Architect's revlevr. include the review period In the current 1.1 GENERAL INFORMATION progress schedule to anticipate and prevent delay. Allow additional 3 working days for delivery to and from. Submittals ere required, as indicated In Individual sections, for confirmation of all specified Items, without exception. This G. Identify variations from Contract Documents and Product or section includes: system limitations that may be detrimental to successful performance of the completed Work.. A. Submittal procedures. H. Provide 2" x 3" blank space each for Contractor and' B. Administrative Submittals; ArchitectlEnglneerreview stickers. C, List of Proposed Products Substitutions: I, Revise and resubmit, Identify all changes made since previous submission. D. Shop Drawings, d;, Distribute copies of reviewed submittal p sasappropriate, 'E. Product Data Instruct parties to promptly report any Inability to comply F. Samples: with provisions; G: Manufacturer's installation instructions, K. Subals not requested wilf not be recognize mttq dor procsased, H. Manufacturers' certificates. L. Submittals are not Requests for Substitution; see section 01600, 112 RELATED SECTIONS A,; 01039 Coordination and Meetings: quailficatlons of 1,4 ADMINISTRATIVE SUBMITTALS, ,Section superintendent, progress achetlule regUlremenls. A. Submit Administrative Items (project schedules, schedule of e. Section 01400 - Quallty Control: Manufacturers' field, values; payment requests, etc.) in accordance with services and reports, procedures noted, ere, C; section 61600 Material and Equipment product optlons, Request for Substitution requirements 16 LIST OF PROPOSED PRODUCTS & SUBSTITUTIONS D, Section 01100 - Contract Closeout Contract warrantlos, bonds; manufacturers' certificates, and required closeout A, Within 35 days after date of Notice of intent to Award submittals. Contract, submit list of major products and substitutions proposed for use, together with Requests for Substitutlon. 1;3 SUBMITTAL PROCEDURES B; List of Proposed Products and Substitutlops shall Include A: Contractor's Superintendent shall review each submittal the name of manufacturer, trade name, and modei number of each item. and shall certify that products required, field dimensions, adjacent construction work, and coordination of Information ,' 0. For each product defined as o Substitution pet section the requirements accordance q of the Work and 01000, provide Request of Substitution'docUmenfatlon per CIn ontract Documents, 01800, B. Each submittal shall be transmitted to the Architect/Engineer Using an approved form. ,g SHOP DRAWINGS C. Sequentially number the transmittal forms. Number A; Submit the number of opaque reproductions that donlractor resubmittals With original number and a sequential requires, plus two cooled that WIII be, retalncd by alphabetic suffix (e.g., 9, 9Aj 98, oto), ArchitecUEnginearr, D; Contractor shall affix a review slicker (see sample at and of B; Shop Drawings; Submit for review, After review, produce this section) to each submittal, and shall endorse It upon copies and distribute in accordance with the SUBMITTAL submission. Subcontractor and suppliers shell also PROCEDURES artlda above end for record documents endo red the sticker when submittal Involves other than the purposes describsd'In Section WIN - CONTRACT general' contractor, Archltect shall supply the Contractor cl-q%OUT, with multiple copies of the sticker at no charge, Upon reasonable notice; C, Indicate special utility and electrical charact�0t .- , utility - connection raquirements, and location of utllty atdlets for: service for functional equipment and appliances. SECTION 01300 iUsmtrmL9 r . PAGE -1 C RI'FFIT H & ASS 0C,IATE,S i ADDITION TO BUTTE COUNTY 1608: 10/2000 FIRE STATION. NO'. 74 Gridley California c 11; ' Maintenance of quality and worlrstandards, Cl; Apply any manufacturer reyulred ar recommended substrate primer, Realer, or conditioner prior to applying 12. Effect of proposed uhanges on progress schedule any now metorlal or substance In contactor bond, and coordination. 13. Otherausiness relating to Work. 3,3 CUTTING AND PATCHING E. Architect will record minutes and distribute copies to A, Employ; skilled and experienced installerto perform participants, with copies to Contractor, Owner, cutting and pa tching. participants, and those affected by decisions made. B. Submit written request In advance of cutting or altering elements which effects; 1 . MEETING 1.8 REINSTALLATION cturalInte Integrity ofelemenk g When re wired in IndividualON specification 9 convene a preinstallation meeting ork site prior to weatherexposetl or moisture -resistant 2. Integrity of we commencing, work of the section, elements. B. Require attendance, of parties directly affecting; or 3. Efficiency, maintenance, or safetyof element. affected by, work of the specific section. 4, Visual qualities of sight exposed lements., C, Notify Architect/Engineerfive days in advance of 5. Work of Owner or separate contractor, meeting date. C. Execute cutting,fitting, and patching including D, Prepare agenda and preside at meeting: excavation and fill, to complete Work, and to: E. Review conditions of Installation, preparation:and 1, Fit the several parts together, to integrate with installation promadures:,, other Work. F. Review coordination with, related work. 2, Uncoter Work to Install or correct ill-timed Work, G. Record minu tee and distribute copies within two days 3. Remove and replace defective and non -conforming after meeting to participants, with two copies to Work.: Architect/Engineer, Owner, participants, and those fl affected by decisions made. 4. Remove samples of installed Work.for testing. 5. Provide openings in elements of Work for PART2. PRODUCTS penetrations of mechanical and electrical Work. NOT USED D, Execute work by methods to avoid damage to cther Work, and,which will provide proper surfaces to receive PART 3 EXECUTION patching and finishing. E, Cut masonry and concrete materials using masonry 3.1 EXAMINATION saw or core drill. A. Verity that existing site conditions and substrate F. Restore Work with now Products In accordance with requirements of Conti act Documents. surfaces are acceptable for subsequent Work, Beginning new Work means acceptance of existing G. Fit Work tight to pipes, sleeves, ducts, conduit, and conditions. other penetrations through surfaces; B. '✓ertfy that existing substrate is capable of structural H. Maintain Integrity of wall, calling, or floor construction; attachment of new Work being applied or attached, completely seal voids. C, ifyspcific conditions described In h Refinish surfaces to match adjacent finishes. For IExandio dual specification continuous surfaces, refinish to nearest intersection; D. Verify that utility services are available, of the correct for an assembly, refinish entire unit. L characteristics, and in the correct location. J. Identify any hazardous substance or condition exposed during the Work to the ArchitecUEngineer for decision or remedy. 3.2' PREPARATION A. Clean substrate surfaces prior to applying next material 3.4 ALTERATION PROCEDURES' arsubstance. .. substrate priorto B, Seal cracksPapplying o openings A, Materials: As specified in Product sections; match existing Products and work for pgtching and extending next material work. ".— AT SECTION 01039 COORDINATION AND MEETINGS .. _..page -3 S Q C (A T E S oDtTION TO Bi1TTt2 COUNTY�A� t a4a; t o/pqo FiRE STATION No, 74 GridleyCalifarmia 9, Remove, cut, and patch Work In a manner to minimize damage and to provide a means of restodng Products and finishes to specified condition. C. Where new Work abuts or aligns with existing, provide' a smooth and even transition, Patch Work to match existing adJacont Work In texture, and appearance, 1 p D. When finished suilaces aro cut so.that a smooth i transition with new Wolk la not possible, terminete +, existing surface along a straight line at a natural Iine, of division and submit recommendation to Architect(En hear or view, 9 f re E« Where o change of piano of 1/41nch or more occurs,, submit recommendation for providing a smooth transition; to Architect/gngineer for review. F, Patch or replace portions of existing surfaces that are j damaged, lifted, discolored, or showing other imperfections, G, Finish surfaces as specified In individual Product sections; END OF SECTION` r Z f I; , SECTION 01039 d00RDINATI0N AND MEETINQ9 �' f n 1 As.socIAT S ADDITION TO BUM COUNlY FIRE' STATION No. 74 addioycalitornia' 11 PROIJUCTDATA to "uFACtURER WSTALLATTON iNSTRUCT'ION$ A. Submit the number of copies that the Contrador requires, A, When specified In Individual spediicalton sect{one,, subsoil plus two copies that will be tatainod by this printed Instrudlorts for deltvory, storage, assembly. Architect/Englneer, inst0olion, start-up, adjusting, and Sn►shing,to 9„ Mark each copy to IdONJ applicable products, models„ ArchkedlEnpineot in qusntlttes 1podfiedfor Product Data, options, and other data. Supplement manufacturers' 0, indieste spatial procedures, pedmatet conditions+ taquldhg standard data to provide Information unique to this ProjecL special Attention. and spatial environmental critadd C1 Indicate Product utilityand efecldcat charactaristics, utlilty brappltcatlon orinslallaUbri. �uIMANUFAb7UR of ny outlets tor' 64 ervie tit fundloneI 1pmont and s Ilaoca a4 Pp i,td _ SFt CEt2TiPiGJ4iE$ M After wlew diotribute In abodrdan6a with the 8ubmhtat A, When spocltted In Individual tpodflcatloh sections, submit Procedures article above end provide copies for record cortlflMlon by mahufacturet to Architeat/E,tUinaar,ln documehts described in section 011700, CONT FkAOT quorntilles spedlied for Pmdct Data, CLOSEOUT; ls. Indicate matodal or Product c onfarms ld or exceeds roguirements. Submtapp Bind referenoa,dato, J.4 6AMOLES E5 sdspedsied fflU, and certifltatlons Asa ro rlate, Illustrate A l fetor betest results o r dharadsrlstici of Che Prroduct, with Integral parts and Wtstonlal at Product, but must be Z;ptable to attachment d ordlhata smple arta for Ar En a Interfacing work, S, Submit samdies of tlnfshes from the aril range of pAI t 2 PROIJU08 m4nufaeturers' ►t►ndard colors, lortures, and pattens# for' Not used Atchked/Eltolneef seledidn, C, Include IdenUlicslibn 64 each temple. With full project' ` PART extdt ivloN Informallon O, Submit the slumber of sump►es ti oddilod In IridNidueG Not Used 60edncAtIdA tedians one ofwhlch Will tie felitned by ' ENO 0 SEOTTbN Archited/Engineer: E Reviewed samples that may be'Uaed In the Work sre' Ind►dated In individual bpW11661160 66011666. Sahrple YubMltial Atampt 0.'Wewtl td; ' GRIfnIN 6 J1 OG`iht� pr616:1 iiurriiieit t sari. AbD1116N Tib 6UtT8 COWN, PIRt SWION N0, 14 t3rldlsy uUtorttiiy �pa2tlleoirbn tecllon jdreyrtlili rderonz8 .. , , _, ,,,�,��„ ,:,., Vo�h+F do» �ai4fttlalM l�Iii Ilial p,oJudi Ydyu6i�l. Acid dni6ndom. Vii 8d+5tYueiN>�wdY. ted ��so�n6l�i eiMcthwtlanauYtikcddd�+giti+imp,enh�smenndlnewwkwWConbvClooeuMw,in, i{iz°InC,r ��IiBrdl COrtlydalat ,, , ,,�,;. �. prtljaUr►vhednnrendnpr seta r sEClONd160a` SUgtl4�lytXLS ,,__ PAGE +2 .v GR;IFFI,TH & /'�SSQ.0 ATES ADDMTION TO WOE COUNTY FIRE STATION Na, 74 00dieywifamia 1, C, Products to appropriate dl naoslons; position SECTiPN 01400 QUAi.I.TY CONTRQt,, Ad just g Pruducta In place. PART1 GENERAL 1,5 REFERENCES A, ForPtoducts of workmanship specified by sisoclat p, trade, or other ccIneensussftandards,crn)plyWith t t' SECTION INCLUDES, requirements of the standard, except whan more rigid A., Quality assurenoo ,v control of Installation„ mqulmments era indicated or are required by applicable codas., R, Tolerances B, Conform to reference standard by data of Issue current Ci: Rerarences, on date of Contract Documents, exceptwhem q specific date is established by code, D„ Mockups, E, Inspecting and testing laboratory serviMs. C. Obtain copies of standards where required by product specification sections, and make ;vallablec at project P, Manufacturers' flold services and rel.srta; office for Jobsite use, D„ The contractural relationship, duties, and responsibilitlea 1,2 RELATED SECTIONS' of the parties in Contract not those of the ArchgoctlEngine-ar shalt not be altered.from the A. s6cl(oac01300 Contract Documents by mention or inference otherwise it ubudipls and ceIssloetat' manufs; to any reference document. B, Section 01410 • Testing Laboratory. Services, Material C. Sectionate 4quipmanti RequIrremgntq Ls. MOCK PS for material and flan A, Tests will be performed under provisions Identified In this section and Identified In the respecitya product 1,3 QUALITY ASSURANCE .CONTROlnOf: specification sections. INSTALLATION B. Assemble and erect specified Items with spocifled attachment and anchorago devices;.. flashings, 6eais, A. Monitor quality contmiover auppliors,manufocturera,. andflnishes. Products, services, site conditlons, and workmanship, to produce 'Work. of specified quality, C„ Accepted mock-ups are representative of the quality - 6;. comply with manufacturers' instructions, including tacit required for the Work. step in sequence, D, Whore mock-up has been accepted by /�±ifi c and Is specified in product 0. Should manufacturers' Instructions oonfild with cti to be removed, remove mock-up, , tion sections specification Contract Documents, request written clarification from a when area end dear eros when directed to da bo. an Architect/Engineer before proceeding. D. Complywith specified standards as minimum quality for the Work except where more.r}tringenttolerances, 1,7 INSpECTiNG AND 'TESTING [Ae0RA70RY :cosies, of specified requirements indicate higher SERVICES standards or more precise workmanship, & Cwner will appoint and employ services of an E, Perform work by persons qualifled to produbd independent firm or firms to perform inspecting and testing. Owner shall pay for testing .. and inspections of workmanship of spociflad quality, those Items specified In various section mlemncss.ThW F Secure Products In place with positive anchorage Contractor shag include in the Base BW all sums for: r devices designed and stied to withstand stresses, retesgng of materials and systems not meeting vibration, physics! distortion, ordisilgurement„ specified requirements. M The'indepandontfarmwillperform Inspections ,tests. 1';.4 TOLERANCES and other services specified In individual spe;GUon sections and as required by the ArchgOdTngineeror ' lu Monhor tolerance conb41 of installed Products to the O mer, unless spedtically Indicated to be paid by produce acceptable Work. N not permit tolerances to Contractor. scanunulste; Co Inspecting, Seating, and source quality Control may e, Compfywith manufactureW tolerances. Should occur on or ort the project site, Perform atFsite manu.fadureW tolerances Conflict with Cmtract Inspecting or testing as required by the Documents, raquast clarification from Archhadk6ginearor the Owner, r t Archilad/Engineet'before proceeding SECTION 01400 QUALITY CONTROL - PAGE GRIFF.ITH As80Clar s _' /itSOMO To4117ECOQNrf td09:1bf2a0p FIkE STATIV4 NO, 7 UdIbyCogtomtd, H. a radlce lot Preparation bf Criteria tar SECTIog bi to TE6TiNO'& INSPECTiQN s0MCE3 IASIM Udo in tl ► Evafustadn oftes0a Ubomtodes dnd fP krs. pAA. f t OF.WmAt: f. AStM E6gg � I�ractice tot Cdtado fiir EvaluaQoH at , Agendes Involited In T4$wg, aualijAdliurancu, and Evoluatlog Eullding Components hiAcootdanbe with fi;fi SEC7tON INCi UDE3' Tett Mothod$ Pmmufpated by ASTM Corrrrrnlftee Ek A: TNd sactibn conajt Aes a ptooram bf 606dat InapeclfoH J, U(ilfomi bu(IafOg Code requiremdntt t+ spedlal iHspocoon as required by the UnNdmt Building Code ICZAA 8.: Seleu�lor andpoymenh fi,i SElEd-no tANoPAYMEN1` C ,Cantractot dubmittale. A kf 66' odpatng 0" spmi b, tbordtd(y ►eapoh61106& )66ratodesand quaNfled thiod&t to E. tlpeelat tnapMctor teepnnsibNafes perform specified Inr oidng enols#ting Labaratb(jr hrpade,' B. Employment of test(Ag tabdtatory tH Howey fd%vds Contradarbtobligottontbpbrfo(mWo*inidwdo tfi« Ljrih bo tdtiing IaboNtory authorlty: Wali tequffowts bf Ca llract Cd fate, ll: Contraadtrespbnsbfrties, 1, Schedule' of inspdctions and tEbtd, 1.g OUAL& AIWAAN& A coropewith "oh tmot>rolMIC46o' 1,2 ItELMO SWOONS B, Uborat ` � Aulhdoad whi h o�ry� to operate Li Stale In tdcaMd, A, CeH6rdt COHditionb: InbpectfdHs, iebGng end apptai'Ais Yaqutrdd by public 3Uthddtlef, i;, P(diedl to t.libdfatdiy §tatty INolntA16 A Full llnie dpetial►tt bH Mott b; Sedlori�►l2atyoUbrntblemmufactur esrSMrti{f6oui, , to inviMw.xerrrlces testing Equtpmenb Calibrated (t teeednatrle,trttetYaid Sactl6h 6060 • Cbntract Clobdout P(ojoci rocord wah devlcds dar C iracyi hdoobfe to either Notlolial d6outne(1ts, buiw of Standards bt dctepted V41dai WAWA t;d Indlviduiif Specif edoon 66ctidoc lnbpecttoob and feels phy' w canstantd,, kufred and Mdodsrds for testing. t:, 0, eWO tnd0ttdr: Authorlted to tlpafata I(i btotd In WO the which Ppslecf is McMed, end qu ihtt i.2 IiEPEEtENCES to Wrelbdnttbf the UAVOOi bulldirs Code, A ASTM dd m OmWta fof Conducting AH Intdrfabdtatory TOM program lrf Doianhtrtie' iho f,8 tlfWtT CEq Ptedeloii of Teat Methods fdtCbnbuudion rti'. ASTM Lid2t i prectfce foY istior`:Atdddt<�ryoaded IH' fi:'t tA�fitfiEti`cif�Y � iNSpitrt;�orr IfiESPa�NSl�lt.li'i1wS thoIrts' [ngdtbuffdfrigSdafonla. A, `yt;tWit §ubmitl6dbyddhoottd'fy d� WM'didrt - Prddkh fot Ubaratdr 6 tittldg Cdnc(dt'6 and Cunctete AggFeitatesf6f USA In b, Prdvlde quaffed porttlnilel of &ltd: "bdopefafo wah, 6t OdHairitofton and dthfirr fof t.aboritory I vnfut ffdo' ArdiflddlErS iribep grid dontratidtl t pArfdhi hi$ AkAltdd, b., ASTM 6206 - R 6Wi Mdded pratMlr a fist bltuMlkile itiiht plodiinipedood, G, Peifidrtit dpetlpad lnAp#dI(ng, sritti�pting, W160600' Praducl6lii a fdAilce `Withdpe( idd dtAtidBfdea d. ASTf�M ti4Wi , Otdcticd for dUdtny 6cn tbl Eyakii% For Irl and testing Agency fdf bitiiminoud b A3at(iafti obifipiiaiibe bthiaterlalrl snd (fltxe;i with, an ,dttioH Pavin1. Mato dald rrtqul(Mntenta b4 CdHtracf V7dcurrleritm� t . Att M tS' .o + Ptacdce tar Use iH the toiloAHdn df, E, 'pit4fly houN ArohltecbEngineer" and do" O Aciof 61, ubsatvid 1"Ouldimo t of Ado-ctlnfofthed 41 Work df lnspecodq find i esOd A006es it Used tri prdduds. b, rrdnstn;rtlan, AS i M ESd� pre lcd fob tSeCermiriirid Itis r5uafttcat(o(i PsdotM additional Indpiidldil 00 tet(i requfrsd by Ai�rtidd/EdpltfMer, of iJonddstrUctivd Tbbting Agendas, C, Attend ptadbry3twctt66 titttngx And prrsgrd'ss' tHetltfngsF oltia . _..., YESiINi'y r� tNStrEG'TIr�N @EriVICE .9EGTI6tt pAtlE Y t ACOW"WOi,' ' 1t�tlll i IA.. UOMTOW# WOOS U1 4� GYM •VINE _, ��`��-��yyyyyy�p.�,y� yy p,�y WOW R. 1/REO%*AdkWOW jailer 'iq' Met/lifT twoogftuw 4.1 Wft MO" X LAO** � y to� i�ya�yiSn R.P� Rt{{i��,,7��7�6{-F.�Fl4��R'i��;�p.1�y{Setg.SP��,}��p��k�r"f��•y 'E� Q7C � � 7l19f1� [dIIIID� �F witw, wftmo lmln6� oftim0*400@R i��y�yly�y�y��Myif��l4Ut11{IYI�$TA 4a�G7' y n .,, .. v w . - a u ..nr � •k 'w�+. :�.ta a '.i .«:m u n +,u r;ir' ATEA ", � 12 �+► akt if�+� Null 04 O tm "; F # OVA" CR J'A �� aUMao�rY " wwwotg Mow ft 6KOW)o PC c.' 'WON Oftv 4*"Am, i u`ibNl d�%i9 t is Mo 10664 me" AMU w imlpok"IOIAW i :V. �' �GYI RPf��IP�ByNr:c rdM: x\. fi{riGr�: ii�� ••.,r }I'+�'{��3�.Y11� �'!rV^��, F119✓.sr �N �mrr:irkrs. <a.aN.ue� +r tnr qq��ayKVr GRI'FFIT`'H & Ass 'OCIATES,, ADDITION TO BUTTE COUNTY 16001' l 0'/2000 FIRE STATION N O. 74 Gridley California 1,14s EXTERIOR ENCLOSURES tol000mmunleations equipment, eta Provldaminimum 3'x 6'6' layout table; Provide loddng file cabiviet A. no requirement. 1,21 REMOVAL OF UTILITIES, FACILITIES, AND 1.15 PROTECTION OF INSTALLED WORK CONTROLS p vide special p,btection A, Protect Installed Wo and ro A. Remove temporary utilities, equipment, facilities, Individual specification seal where ., ecifted in Ind p ons. p materials, prior to Substantial Completion;Inspectioh, B. ' Provide temporary and removable protection for B. Rer-' O'underground installations to a minimum depth Installed Products. Control activity In immediate work of 2 feet,,'Grade site as indicated. area to`prevent damage. Clean and repair damage caused by Installation or use C. Provide protective coverings at walls; projections, g j of temporarywoC. rk, jambs, sills, and soffits of openings, . D. Protect finished floors',stairs, and other surfaces fro ,n D, Restore existing and permanent facilities used during construction to original condition, Restore permanent traffic, dirt, wear, domage,dor movement of heavy facilities used during construction v specified objects, by`protecting with durable sheet,materiaic. condition. E. Prohibit traffic or storage upon waterproofed or,roofed surfaces. If traffic or activity Is necessary, obtaih recammendafionsbr protection from; waterproofing or PART 2 PRODUCTS roofing material manufacurer" Not Used F. Prohibit traffic Into landscaped areas, PARTS EXECIfflON 1.16_ SECURITY Not Used A. Provide security and facilities to protect Work, and, END OF SECTION existing facilities, and Owner's operations from unauthorized entry, vandalism, or theft r „ 1.12 ACCESS ROADS A. Provide and maintain access to fire hydrants, free of obstructions;. 1.16 PROGRESS CLEANING AND WASTE REMOVAL A, Maintain areas free of waste materials, debris, and rubbish. Maintain site ins clean and orderly condition, B. Remove debris and'rubbish from pipe chases, plE nums, attics, crawl spaoes, and other clos0 or remote spaces, priorto enclosing the space; C. Broom and vacuum clean interior meas prior to start of ,surface f^ishing, and continue G ,fining to eliminate , dust D. Collect and remove waste materials, debris, and, , rubbish from site periodically and dispose off -sit.; E, Open free -fall -chutes not permitted, Terminate closed chutes Into appropriate containers with lids - 1.19 1.19 PROJECT IDENTIFICATION A. not.requlretl. , 1.20 FIELD OFFICES AND SHEDS. A. Provide designated area of project site for storage and layout of construction documents records; SECTION 01600 CONSTRUCTI6N.FACILITIEt3 AND TEMPORARY CONTROLS _ _ PAGE -,2 GRIFFI'TH & ASSOC'IATES ADDITION TO BUTTE COUNTY 1608. 1.0/2000 FIRE STATION NO. 74 Gridley'Calitorrild 1, Has Investigated proposed product and determined that It meets or exceeds the quality level of the specified Product, and is consistent with'Owners { installations of similar products,. 2. Will provide the same warranty for the SUbgfitutlon as far the speclfied Product. 3, Will coordinate installation andmake changes to' otherWork that may be required for the, Work to b9 complete with no additional cost to Owner. 4.. Walvds'cWms for, additional costs or time extension that may subsequently become apparent r 6; t>lnll reimburse Architoct/Engineer for review or k redesign services associated with the substitution', inrluding re-approlal by authorities. I R 'Substitution Submittal Procedure; 1,, Submit three copies of kequest for Substitution for consideration. Limit each request to one proposed Substitution, C 2. Submit shop drawings, product data, and certified r-„ „• test rusults attesting to the proposed Product equivalence. Borden of proof Is on proposer, 3. The Architect/Engneer will notify Contrabtor In writing of decision to accept or reject request.. The f Architect's decision will be final, %" l PART 2r PROD UCTS -• � '. r Not Usad PART 3 EXECUTION i Not Used Jl END OF SECTION ^ I SEria0N0l000 _: MATERiALAkbEQUIPAENT PAGE 2. ` Y� 1 GRhM FiTH` & ASSC7.CIATES I ,&QDITION TO h„n .'OUNTY 1608:10/2000 FIRE ST '4! q”` vF "IC). 7 4 Gridley Cal►fornia Bt Demonstrate Project equlpment by a qualified SE OF SYSTEMS manufacturers' re iivewho Is; knowledgeable ebo-" O +a, '-0ject. PARf1 (At'' '0,L seasonal C. opuraFor tlon performdemuuttaptlon or other season son Within six months, 1,1 SE;.TION.INCLODES D; Utilize operation and maintenance manuals as A, Starting sy:;iems,. basisfor instruction; Review contents of manual with Ownars personnel in detail to explain all Bi Demonstration and Instructions. aspects of operation and maintenances CS Testing, adjusting, and balancing, E. Demonstrate start-up, operation, control, adjustment, treublershooting, servicing, maintenance, and shutdown of each Item of 1.? RELATED SECTIONS equipment at agreed times, at equipment location. A. Sectlon 01400 - Quality Control; Manufacturers F; Prepare and insert additional data in operations field reports., and maintenance manuals when need for D; Section 01700 -Contract Closeout; System additional date becomes apparent during Instruction. operation and ma►ntenance data and extra materials_. 1..5 TESTING, ADJUSTING, AND BALANCING 1.3 STARTING SYSTEMS A, Owner may appoint, employ, and pay for services A. Coordinate schedule for start-up of various of an independent firm to perform testing, adjusting, and balancing, in addition to any equipment and systems,; specified services required.. ' B', Notify Owner seven days prior to start-up of each B. The Independent firm will perform services similar item. to those required In Division 15. C, Verify that each piece of equipment or system has C;. Reports Will be submitted by the Independent firm been checked for proper lubricalic, , drive rota -on, to the Architect/Engineer indicating observations belt tension, control sequence, or for other and results of testa and indicating compliance or conditions which may cause damage. non-compliance with the requirements of the D. Verify that tests, meter readings, and specified Contract Documents. electrical characteristics agree with those required D; The Contractor shall conducl.all operations and by the equipment orsystem manufactureri. adjustments necessary, without cost to the Owner,. E. Verify wiring and support components for to bring equlpmentand systems Into compliance equipment are complete and tested. with the requirements of the Contract Documents, F. Execute start-up under supervision of applicable, manufacturers representative and/or Contractors' PART 2 PRODUCTS personnel in accordance with manufacturers' Not Used' instructions, G. When specified In Individualspecifi:ation , pART3 EXECUTION Sections, require manufacturer to provide authorized representative to be present at site NotUsed Inspect, check, and approve equipment or system installation prior to start-up, and to supervise END OF SECTION placing equipment or systaal In operation, ' H. Submit a written report in accordance with Section 01400 that equipment or system has been properly installed end Is functioning correctly. 1,4 DEMONSTFIATION AND INSTRUCTIONS ' A, Demonstrate operation and maintenance of k Products to Owoees'personnel prior to date of r i Substantial Completion. •_ SECTION 01660 STARTING OF SYSTEMS, PAGE -1 ,,G GRIFFITH & ASSOCIATES ADDITION TO BUTTE COUNTY' 1608: 10/2000 FIRE C'TATION N.O. 74 Gridley California e, Job superintendent shall prepare a punchlist SECTION 01700 CONTRACT CLOSEOUT utilizing room numbers per drawings. b. Submit Punchllst'to Architect with Written request that the Architect perform a Punch List PART 1 GENERAL walk-through, in the presence of the job superintendent TION INCLUDES 1,1 SECDES c; . The The Architect will either proceed with A, Closeout procedures, thitect tion, or advise the Contrector of unfulfilled prerequisites, B; Final cleaning. d; Following the initial Inspection, tha Architect C, Adjusting, Will either prepare a certificate of substantial D. Project record documents. completion; or will advise the Contractor of work that must be performed before the E, Operation and maintenance data,. certificate will be las ued. F, Warranties., e, Submit written Cerdficate of Substantial Completion, prepared by the Architect, and G. Spare parts and maintenance Materials. signed by the Contractor, Architect and Owner, stating that Contract Documents have been reviewed, Work has been Inspected , 1,2 RELATED SECTIONS and that Work is substantially complete In A. Section 01500. Construction Facilities and Ternporary accordance with Contract, documents, except for the punchlist items„ Controls: Progress c(ooning. B. Section 011150 - Starting of Systems: System start-up, B, PREREQUISITES TO FINAL ACCEPTANCE: testing, adjusting, and balanc(n8: 1, Comptote ail Items on th"e Architect's Punch List, a. The Architect will perform a second walk. 1,3 CLOSEOUT PROCEDURE$ through to vesatisfactory completion of all A, PREREQUISITES TO SUBSTANTIAL COMPLETION,` Items on the Archlteces first Punch List. Arity third or subsequent walk-through b', the Architect, necessitated by the Contractor's 1, In the progress payment rogUest that coincides with, or is the first request following, the date follure to satisfactorily complete Punch I,Ist substantial combietton 16 claimed, show either 100°A completion for the pardon of workolaihied as Items, Will be reimbursed to the Architect by the Contractor, at no cost to the Owner, "substantially complete", or list incomplete items b, submit certified copy oft ie certificate of Per punch llst, the value of Incomplete work, and Substantial Completion and punchlist, stating reasons for the work being incomplete, that each Item hes been completed or 2.' Include supporting documentation for completion as otherwise resolved for acceptance, endorsed Indicated In these contract documanta; and dated by the Architect. 1 Submits statement shoWing on accounting of 2. Submit final operation, mainterionce and warranty changes to the Contract Sum, Including liquidoted binders as cpecl8ed below damages, for revleW by the Architect and Owner, 3, Submit final Application for Payment identifying b, Advise Owner of pending Insurance chongeover total adjusted Contract.Sum, previous payments; additional changes to the Contract Sum, and sum requirements, u(reme remaining due, 6. Submit draft operations maintenance and warranty 4, Submit final Ilea releasee and eupporting binders as specified below, documentation not previously submitted and. 6. Submit record documents as specified below, accepted, include certificates of Insurance for 7, Obtainand submit releases enabling Owner's full, products and completed operations when required, Unreshictod use of Work and access toBervIbbs 5, submit final mO,�)r readings for Util(tios, a mensured and utlllt(es. Where required,, Includeoccupancy record of stor64 fuel, and similar data as of the date permit, operating certificates and similar releases: of substantial completlon, or also whon Owner" took Of Complete final cleaning up requirements, including possession of and responsibility for corresponding eleme rknts of the Wo; touch-up painting of marred surfacos. Complete thA (allowing 8, Submit consent of Surely to final payment, INSPECTION PROCEDURE 7. submit final liquidated' damages settlement statement, eoproved by the Owner. SECTION 61700 __ . CONTgACT.CLOsEOUT . . PAGE 1` i GRIFFITH & ASSOCIATES �r ADDITION TQ BUTTE COUNTY 1608.1 /2000 1 FIRE STATION NQ- 74 Gridley Calfornlo FIRE {{ 8, Submit evidence of final, continuing Insurance M, Record Documents antlShop Drawings,, Legibly mark covers a complying with insurance requirements, each Item to record actual construction including," i l 1. Measured depths of foundatigns in relation to finish 1.4 FINAL CLEANING main floor datum, I A. prior i g p nspedlon for substantial, Execute final cleaning. 2. Measured horizontal and,verlical locations of underground utilities and. appurtenances roferencad' ;i completion, P tcpermanent surface improyemnts.. j I 9, Clean interior and exterior surfaces exposed to view; remove temporary labels, stains and foreign 3, Measured locations of Internal utilities and 2 i substances, polish transparent and glossy surfaces, appurtenances concealed in coneiniction, re ek nced to visible and accessible features of the vacuum carpeted surfaces, C, Clean equipmant and fixtures to a sanitary condition with' cleaning materials appropriate to the surface and 4, Field changes of dimension add detail: ! r material being Moaned; 5, Details not on odglnui Contract d(owings. D, Repigci, fiitore of operating equipment. N. Remove ArchitecUEngineer titia block and seal from all k E. Clean site; sweep paved areas, rake clean landscaped; documents, j surfaces. O; Submit documents to Architectwith request for'', F, Remove waste and surplus materials, rubbish, and, inspection for substantial completion, conOnlction facitltlos from the alta.. l 1,7 OPERATION AND MAINTENANCE DATA^ 1,5 ADJUSTING A, Submit data bound in 8-112 x 11-inch text pages, three i A. Adjust operating Products and equipment to anaura D side ting binders with durable plastic covers, smooth and unhindered operation, B, Prepare binder cover with printed title "OPERATION e of AND INSTRUCTIONS", ars and subject aNta oEbinde muiUplel binders r 1,8 PROJECT RE�DRD DOCUMENTS re uired. A, Maintain on As, one set of the follovring record C.. Intemaly subdivide the binder, contents with permanent documents; record actual revisions to the Work. page dividers, logically organized as described below; B, Drawings, with tab titling dearly printed under reinfptoed laminated: plastic tabs. C, Specifications., D Contents,, Prepare a Table of Cantants for each i ! D. Addenda volume,.with each product or system description 9 E. Change Orders and other' modifications to the Contmct Identified, p arts as..folrypod on 30 pound white paper, In threes lows,, F. Reviewed Shop Drawings, Product Data, and Samples. recto listing names addresses and 1, Part 1. Directory, I 9 , G. Manufacturer's Instruction for assembly, installation; telephone numbers of ArchitectlEngineer, and adjusting. Contractor, Subcontractors, end major equipment H. Fteld, Enginodng survey.. suPptlers, 2, Part 2; The following Items shall be arranged by I. Ensure entries are complete and accurate, enabling speclficatfon section, and shall be intorieavod with future reference by Owner. a copy the project Manuel, with the required Items 4, Store record documents separate from documents used eituatod behind the appropriate specification section. For each category,fdentify.names, torconatNctlon. addresses, and. telephone numbers of K. Record information concurrent wfth'construction Subcontractors and suppliers', Identify the following progress. Progress payments are contingent on a; Operation and maintenance Instructions,„ demonstrated document curroncy« L. Spedficadons' Legibly mark and rocord at each a) Significant desigo criteria, Product section description of actual Products installed, b) List or equipment. including the following: c) Parts list for each component 1. Manufacturer's name and product model and number, d) Operating instructions. 2, 'Product substitutions or alternates utilized.,e) Main Instructions for equipment 3, Changes made by Addenda and modifications and systems; SECTION 617og CONTRACT'CLOSEOU PAGE-2 GR'IFFI'.tH & ASSOCIATES AIDDITION TO BUTTE COUNTY 1608: 10/2000 FIRE STATION NO'. 74 addieycollfomici Q Maintenance Instructions for tintahei Including recommended cloaning methods and materials, and special precautions Identifying detrimental agents. 0) Widng diagrams b. Project documents and certificates, Including the following; w 6)Shop drawings and product data, b)` Air and water balance reports. c)' Certificatoea d) P-rotbc016e of Warranties and bonds, E. Submit 1 drafl'copy of completed Volumes 16 days prior to Mal inspection, This copy will be revtewed; and retUmed after final Inspection, With ArchitectlEnginoer, commants, Revise content of ail document sets as required prior to final submission. P. Submit two sets of rovlsed finalvolumes, wlihln 16 days after final Inspedion, 1.0 WAROA10 E A. providtl notariz6d copies; 9, 66cuto and assembly transferable Warranty dooumants from Subcontractors, suppllars, and manufactUrera; C, provide Table of Contants and assemble In hindor with durable plastic cover D. submit prior to final Application for Payment E, trot items of Work delayed beyond data at 6ubst6hi at Completion, provide updated subrAlIttai within 10 days atter acceptance, listing d06 of acceptance as start of Warranty petlod. 1.0 SPARE 'PA is AND MAINTSNANC WEWALS A.Rrovfda products; board parts, niainlenanod and bAril materals In quantities specified 1A IndivldUal soadfleMlon, ectjane, 9, Dallvar as directed by ills Architect; oblaln tecelpl prlot to final paynant. i PA�r2 t�Rt�DUC1'S' Not Used IPARr6 PNECUTIDN Nbt Used ENty OF` SlaltitliV ._.�._�. CbNiIiACT CL08ECUT PAGE 9 96CY'IOW 017b0'.,, ....... _ ........ a: GRIFFITH & ASSOCIA16.5 ADDITION TO BUTTE COUNTY 1600,* 1012000 FiRE STATION NO. 74 Grfdteycditomia Manager tot pickup by the appropriate agency„ This will be coordinated with. All Items not salvaged by the Ownerwiit' be removed and disposed of off Site by the Contractor as i further dbscribed In the specifications," ' Salvage Nerm Where indicated on Drawings as "Salvage• Deliver to Owner," carefully remove indicated items, clean, store and tum over to Owner at location directed by owner and obtain recelpt, Historic artifact* Including comersiones and their contents, comrnemorative plaques and tablets, ankues, and other articles of historic significance remiln the property of the.Ownet, Notify Architect if inch Items Are encountered end obtain acceptance regarding rnethod of removal and salvage lot Owner. Historic building materials, including ofd brick, metal anchore I nd fasteners, doore; plumbing fixtures, vault doors and other article's of historic significance or utility In restoration remain the ptoperty of the Owner: Notify Ardiltoct tf Such Hems are en riunlered and ebtaln acceptance reoirdiny' method of removal and salvage for ownnt, i 't71MpOSALO� D�M1tgLISHSD MATEl2iAL8 Admove dobils, rubblsh and other materials resuhlogtrorrt demolition operations from building slid, YraMp64 and legally dlopose of materials Of blteo if unahiicip' ated baiardous mateduts are dncountored duting eemalitlon ryperalions, uoomplywith applicable regulatlens, laws« grid ordhrances cooceming;removal, handling and proledf6ri against exposure or environmental pollution; notify Atdiitoct and OWhif immediately in wHting, ll Blaming of removed materials is not permitted on project CLW-UP AND KEPAIA Upon completion of d6moiitloh Work, remove tools, equlpment End demolishdd meteriald from site. Remove ptdtot:tlond and leave interiot areas Went clean, epair Ft dem " olillom per♦'onnod to oitoesa of that taqulred, Adiuro dtruetures Acid Sudo6as to remiin to donditlorf V d'kisting prior to commonconient of se►edlve demolllldn wutk. Repair adjacent construdloll bt sur,Atei tolled or iamaged by selective demaliilon work, � END Of , Ctt;'fiON 82byd. a y SEOTiON.. 02070, $ELECTIVE DEMOLITION PAGE,3 GRIFF[TH; & ASSQCIATES ADDITION TQ BUTTE CQUNTY F I Ui STATION No, 74 Gildley pallfornio: i SECTION 02,070 4 SELECTIVE DEMOLITION -- PART 1- GENERAL RELATED QQgUMENTS; Drawings and general provisions of Contract, including General and Supplementary Conditions, apply to work of this: sectlom; DESCRIPTION OMORKS Extent of selective demolition work is Indicated on drawings,: Types of Selective Demolition Work,, Demolition requires tho selective removal and subsequent offsK6 disposal of the following;; portions of wood framed roof overhangs; wood framed walls* plumbing systems electrical systems doors and hardware l Related Work specified elsewhere' DIVlsion,15, mechanlcalwork Divlslon 16electrical wo '. SUBMITTALS; NONE QUALIFICATIONS: Demolition of plumbing end electrical systems shall be provided by the licensed subcontractors engaged, to provide: plumbing and electrical work for this project. JOB CONDITIONS:. Occupancy Owner will be continuously Occupying areas of the building immediately adjacent to areas of selective demolition, Conduct selective demolition work in manner that will minimize need for disruption of Owner's normal pe dhatwhosnotice to Owner of demolition alviUes severely impact Owner's normal operations, Condition of Structures, Owner assumes no responsibility for actual condition of items or structures to be demolished. SECTION 02070 y SELECTIVE DEMOLITION 1409. i02p00! Conditlgns exiaRing of time of commencement of contract will be malntatned by Owner Insofar as practicable, However, Variations within structuromay occur by Owner's removal and salvage operations prior to start of se►ective demolition_ work.. Partial Demolition and Removal; Items indicated ".o be removed but of oalvabie value to Contractor maybe. removed from stru.ture as work progresses. Transport salvaged items from slte as they are removed, All Items not shown to be roused ill the now remodeled area! aro to be removed by the Contractor Storage or sale of removed items on site will not be permitted. Protections; Provide'tsmporary barricades and other forms; of protection as required to protect Owner's personnel and'. general public fro' I ury due to selective'do olitlop wdrk Provide protective measures as required to provide free and safe passage of Owner's personnel and general publlo to and from occupied portions of building, Erect temporary covered passageways as required by authorities having jurisdiction; Provide Interior and exterior shoring, bracing, or support to prevent movement, settlement, or collapse of structure of element to be demolished and adjacontfacilitios orwork to remain. otectfronnelamage existing, finish workthatIs to remain int place and becomes exposed.dudng dtmolidon oporations; Protect floors with suitable coverings when necessary;: Construct temporary Insulated solid dustproof partitions where required to separate areas where nolsy or extensive dirt or dust operations are performed, Equip partitions with: dustproof doors and security, locks If requirod. Provide temporary weather protection during Intervat between demolition and removal of existing construction on exterior surfaces, and installation of new construction to. insure that no water leakage ordamage occurs to atNcture or interior areas of existing bulldipl, Remove protections at completion of work, Damages; Promptly repair damages caused to adjacent facilities by demolition work at no cost to Owrler. Traffict Conduct selective demolition operations and debris removal In a manner to ensure minimum loterference with roads, streets, walks; and other adjacent occupied or used. facr'lities. Do not close, block or otherwise Obstruct streots, Walks or other occupied or used facilities without written panmistlon from authoritlat haWng jurisdiction, Provkda alternate routes' PAGE-? 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Y+'I OIWK ki 4 l C i ik0�4 1161, stcOba *0100A A, No w"Ab" L� A�lo"�4 ��ytlPiRS ,61 UM KMSeGV� i+TJ!?�q 4i�`kUii Qi AL^�.>♦&� �. �I 1*01koWi 40 � �47RJ130**W fo�&f1fl ,. t. two *****OA {j , 3.lW ltL��ti�A9'tR�17. r.�y y�yq yp p�y,�y�,p yy��q��C�t yi�t3Wy{I: 5��i�CC;�tpw;U,�1 yM7. v}.SJ.f Yt4wyYl�iW f1«C�YYi)G6R1114�1ru`lY �iiO E4A�7441Y47.�7141' [71 f+�.UCRi4M��fl{7A.v^w'4��i�'Bi1�1�W [i�. ! FietYNeY '&' i NO&I im Axl Wlio df-Am NI iiiAk :yPDi'tiY EXaVRT! y G R FF-11H & ASS IATe A4 �i �U�fUN11f i 0; �rQ ' �>"R 5'C�',r'M! 71 'e *`sAR4'iR4�bF «t. L� �► ..„, ..r,s� ��,yy,,,��,,�,1,,6�. I TM 1iMlF MOO44 VAI'�I,Ml T AW0 wo 04e 0*R'R'rIT �0*44 faim v* of W%lfom Q� P7` yT�a3�'SYi!{ft�yX- ta Of Ra", 0104 QRwf q�MUM !`' "'!' zY al L IXgY�SytyYl�tyafMf #, "ySd 7S t�^.^,t�fy.�S'dY Mar 1R!�mR.i�a�yPAnM�u�y. fa Aw►9�Fjt�tpy�r�Myi 1y'..l¢F�Y�� R�P'A IIF}may F�MM9yl,� syppy ��a��h%�, RYLrIMW CoL7 ttPq'layye.�yry OU"Orp��yg,,fy�t�7yariveyR.K A*bo .im Y�M if} f f ..... «« y, toOM caw WWI Pike SIATION No, 74 t-�* �iRlia �� aY: � 4vniCRV1 MI w t yy�yy��yyLyjjttj. yy 1- w —0 yygp yy,��, yy ��q,� §� y;�- ��S+�IF1#LR'.W.f1PF'�i�,. A. A . �y ��y �y �y�y' yy}'�i �yW- �716'{�,.gM,pyA��5Y'- to, % #COs' t" WOW W 11 Ria ��y'�'.A�•.C�1yAjy.�y�y,AIy_,,��,A�y'�I'p'p�jG!y'WYw _. �A7 cyAwi� F/ Pu�P _.J �yi mk ��, 'lfI0lOfiA0.YA� �11 �II$4�3fiWif 76gH77Q' II OAOJ ftbWft 11 1�iy.W MAIM In 41 �jx iil9lc�y ��y��.��y�;.y�y F17r�, GRiFFITH & ASSOCIATES ji I + ADDITION TO BUTTE COUNTY 1608: 10/2000. . FIRE' STATION NO. 74-Gridleycallfomla ^' when tested to ASTM D4318.84; an expensive SECTION 02211 ROUGH GRADING Index not greater than tymnty (20) when tested to UBC Std 29-9; and a 3" particle size when tested PART 1 GENERAL PART A6,ASTM D422-72, 3 EXECUTION 1,01 SECTION INCLUDES 3.01 EXAMINATION f A, Removal of topsoil and subsoil. A, Verify site conditions under provisions of section B, Cutting, grading and rough contouring the site for 01039. i present and future site structures utas and building 8, Verify that sunray bench mark and intended ad, elevations for the Work are as Indicated, 1. 1.02 RELATED SECTIONS 3;02 PREPARATION A. $action 02110 - Site Clearing, A. Identity required lines, levels, contours, and B, Section 02205 - Soh Materials; datum. C. Section 02207 -Aggregate Materials. B. Stake and flag locations of known utilities. ; D. Section'02222 - Excavating: Building excavation. C; Locate, identify, and protect utilities that remain, ' E. Section 02223 - Backfilling: General building area from damage. l backfilling. Di. Notify utility company or companies to remove and F. section 02228 -Trenching: T ranching and utilities u Pelocate (Wrist this Contract), � backfilling for utilities. E. Protect 2bove and below grade utilities that 11.03 REFERENCES remain. A. ASTM D1557 -Test Methods for In Place Dr/ F. Protect plant life, lawns, and other features '.. Density of Soils. remaining as a portion of final landscaping. B. ASTM D3017 -Test Methods for Moisture Content- G Protect bench marks, existing structures, fences, of Sail and Soll-Aggregate Mixtures. sidewalks, paving, and curbs from excavating i.. equipment and vehicular traffic. 1,04 PROJECT RECORD DOCUMENTS i 3.03 SUBSOIL EXCAVATION A. Submit under provisions of Section 01700, A Excavate subsoil from areas to be further B. Accurately record actual locations of utilities excavated, re -landscaped, or re -graded, remaining; by horizontal dimensions, elevations or Inverts, and slope radiants, 9 B. Stockpile on site to de p pth not exceeding 8 feet. 1 F Protect from erosion. Remove subsoil not being PART 2 PRODUCTS reused, from alta. 2:01 MATERIALS C, Do hot excavate wet subsoil. t\. Topsoil;:, as specified In Section 02205. D. When excavating through roots, perform work by hand and cut roots with sharp axe. B. Fill: All fill shall be of approved local materials, from required excavatlons, supplemented by Er Scarify to a depth of 12' Imported fill If necessary. Approved local materials are defined as local soils free of rubble, rubbish 119 and vegetation, tested and approved by the Soils 3 0 TOLERANCES Engineer prior to use. Clods or hard lumps exceeding 6" in diameter in final size shall not be A. Top Surface of Subgrade Plus orminus 1/10' allowed In any fill supporting pavements and the foot: building.. 3,05 FIELD QUALITY CONTROL C, Excavated expensive clays shall not be allowed in; any fill supporting pavement or building. A. Field Inspection and testing will be performed (( under provisions of Section 01400. D, In addition to other requirements, imported fill shall have a plasticity Index na+ exceeding twelve (12), SECTION 02211 ROUGH GRADING: a _... _ . PAGE -1 GRIFFITH & ASSOCIATES ADDITION TO BUTTE COUNTY 1608: 10/2000, FIRE STATION NO. 74 Gridleycalifomla SECTION 02222 EXCAVATING D. Do not Interfere with 45 degree bearing splay of PART I GENERAL foundation, 1.01 SECTION INCLUDES E. Grade top perimeter of excavation to prevent surface water from draininp Into excavation. A. Excavating for building foundations. B, f xcavating for site structures.F, Hand trim excavation. Remove loose matter, G. Remove lumped subsoil, boulders, and rock as 1.02 RELATED SECTIONS required. A, Section 01400 - Quality Control; Inspection of bearing H, Notify Architect/Enyineer of unexpected subsurface surfaces. conditions and discontinue affected Work in area until notified to resume work. B. Section 01500 • Constnrc8on Facilities and Temporary Controls; Water control, I: Correct areas oVerexcavated in acdoMance with C. Section 02211- Rough GredingtTopsoli and subsoil Section 02223. removal from site surface. J. Stockpile excavated material in'area designated on site D. 3ectlon 02223 - Backfilling, Jr,. M love excess material not being reused, from E. Section 02225 -Trenching; Excavation for Utility "tUl; i trenches, 3,03 FIELD QUAL iV CONTROL A, Field Inspection will be performed and p p er provisions of 1,03 FIELD MEASUREMENTS Section 01400. A. Verify that survey benchmark and Intended elevations 8, Provide for Visual inspection of bearing surfaces. for the Work are as Indicated, 3;04 PROTECTION PART 2 PRODUCTS r„ Protect excavations by methods required to prevent Not Used. cave•in or loose soll from falling Into excavation: PART 3 EXECUTION Protect bottom of excavations and soltadjacent t4 and Leneath foundation, from freezing; 3;01 PREPARATION W ' OF SECTION A, Identify required lines, levels, contours, and datum. B, Locate, Identify, and protect utilities that remain, from damage. C, Notify Utility company or companies to remove and relocate Utilities, D. Protect plant life, lawns; and other features remaining as a portion of final landscaping; E, protect benchmarks, existing structures, sidewalks; pavIng, and curbs from excavation equipment and Micular traftio, 3,02 EXCAVATION A, Underpin adjacent structures that may bo damaged by excavation Work; B, Excavate subsoil required to accommodate building foundations, paving and Lite structures, C, a slope banks to angle of repose or leas, Until hared SECTION 02222 _ EXCAVATING PAGE -1 - 1� ' GRIFF'ITH & ASSOC•IATE.S ADDITION TO BUTTE COUNTY 1608: 10/2000 FIRE STATION NO. 74 Gridley California 4 , SECTION 02510ASPHALTIC CONCRETE PAVING A, Do not place asphalt when, base surface temperature is less than 40 degrees F, or surface Is wet or frozen+: PART 2 FRCDUCTS .; PART GENERAL 2.01 MATERIALS 1.01 SECTION INCLUDES A: Asphalt Cement: shall bo Typo 1016 conformance_ With A. AC Taper course to adjust grade at,new concrete Sections 37,39 and 94 of the State of California Specifications, except as herein modified, pavements adjacent to exlating AC paving, B, Sealing of existing AO paving B. Aggregate for Asphaltic Concrete; shall be 112 Inch C, Pavement markings and Disabled Accessibility st na e.; ' h' A 9 maximum for new pavement areas, end 3J8 Inch for overlay areas. I 1.02 PR00 UCTS INS ALLED BUT NOT FURNISHED C. Mineral Filler Finelyround particles of limestone 9 Ii02 THIS SECTION; a hydrated limo or other mineral dust, free, of forelgh matter. 1,03 RELATED SECTIONS D, Shcl $terillzer: Treflan Eb, orequal. NA 2102 ACCESSORIES 1104' REFERENCES , Ar Primer: Homogeneous, medium curing, Liquid asphalt A; MS-2 • Mix Design Methods for Asphalt concrete and h State of, California specifications, Oth otMIxT Institute (Al)� HAs B, Tack Coat: 'Homogeneous, mediumliquid. Asphalt p Br MS-3 halt Plant ManualgpTnetAs halt Institute ,curing, asphaltabaa pmante With State of California (AI), Specificatlons, C, MS-8 • Asphalt Paving Manuof ' The Asphalt Institute '(At), C. teal coat! At MS•19, fog type, Conoco, Dotal 1105• l(, nrlvoWalk or Rbed and Whom, Overkote, or Dr MS-10 - B osicAsphaltEmu%lon Manual, The Asphalt - approved equnl. Institute (Al), 2,03 ASPHALT PAVIN0 MIX, Er ASTM D946 = Ponetration•Oraded Asphalt Cement for Use in Pavement Construction, A, Use drymaterlat to avoid foaming, Mix uniformly. F, CAL TRANS- Standard' Specifications B. Tteference State of C611f6mla deslgn method for fiexiblo 1,0E PERFORMANCE REQUIREMENTS pavements, A. Paving System: Designed for parking of heavy duly 2.04 5 RCE QUALITY CONTROL Ou commercial vehlcies. A, Provide mix design for asphalt under provisions of. 8 1.ob ' riUALITYASSURANCE Sectioit01400." A, Perform Work In accordance with Etate of California B; Subinit proposed MIX design for review prior to Department of Transportation and Clty of Chico commencement of Work. standards as applicable, PART 3 EXECUTION B, Mixing Plam! Conform to Public Work's standard, 3;01 EXAMINATION O. Obtain materials from some source throughout. D, Maintain one copy of each document on slid. A; Verify base conditions under provisions of $action 01030, 1.07 REGULATORY REQUIREMENTS 8i Verlfy that compacted granular baso or other required substrate Is dry and ready to support paving and A dodo fof paving tubi applicable Ci of p Imposed foods, Pridmirey Work on p private roe O, Verify or d16019 and elevations of base'are comm a. w B, Obtain and pe" for all encroachment y and otherpermlta' 3;02 SUBBASE ae required. i os ENVIRONMENTAL REQUIREMENTS' A; not required, SECTION 02310 ASPHALTIC CONCRETE PAVING',:_. PAGE .J SNr�r., l'�="-wve,t. W"'. `""`r-. w,..0 u..�k`H^.""'''+'1 i w.»rr,,.»Wk^"-4A. .y,..w .!Y1v u W .rp ..wmn✓a.w!n 4 WC... i�«�r V�,S G,RIFFITH & ASSOCIATES ADDITION TO BUTTE COUNTY 1`608; 10/2000 FIRE STATION No. 74 GridleyCalifornip A. Soil Fill: As specified In Section 02205, c _CTION 02225 TRENCHING B, Aggregate FIII; As specified in Section 02207, PART 1 GENERAL C. Concrete: Lean concrete with a compressive strength of 1000 pal. 1,01 SECTION INCLUDES, A, Excavating trenches for utilities from 5 feet outside PART 3 EXECUTION building to municipal utilities. - 3.01 PREPARATION I B, Compacted fill from top of utility bedding to subgrade A, Identify required lines, levels, contours; and datum, elevations. B. Protect plant life, lawns, and other features remaining C, Backfilling and compaction: as a portion of final landscaping, 1,02 RELATED SECTIONS C. Protect benchmarks, existing structures, sidewalks, paving, and curbs from excavptlon equipment and, A. NA . vehicular traffic. B. Section 01400 -Quality Central. 0. Maintain and protect above and below grade utilities Cs Section 01500 - Construction Facilities and Temporary that are to remain. Controls; Water contro) in excavations; D. Section 02205 - Sail Materials, E. Cut out soft areas of subgrade not capable of in situ compactlom Backfill with Fill Type S and compact to E. Section 02207' -Aggregate Materials. density equal to or greater than requirements for subsequent backfill material. F. Section 02211 - Rough Grading; Topsoil and subsoil removal from site surface, 3,02 EXCAVATION' G. Section 02222 -Excavating;, General building A. Excavate subsoil required for utilities to municipal excavation. H, Section 02223 - Backfilling; General backfilling. B, Cut trenches sufficiently wide to enable, Installation and 1.03 REFERENCES allow inspection. A. ANSI/ASTM C136 - Method for Sieve Analysis of Fine C, Do not Interfere with 45 degree bearing splay of and Coarse Aggregates. foundations. B. ANSI/ASTM D1557'- Test Method for In Place Density D. Hand trim excavation. Remove loose. matter: of Soil. E, Remove lumped subsoil, boulders, and rock, C, ASTM 03017 -Test Methods for Moisture Content of Soil and Sail -Aggregate Mixtures. F. Correct areas over excavated In accordance:wlth Section 02222: 1.04 DEFINITIONS 3.03: BACKFILLING A. Utility; Any buried plpe; conduit; or cable: A. Backfill trenches to contours and elevations with 1.05 FIELD MEASUREMENTS, unfrozen materials, A. Verify that survey bench mark and Intended elevationsr B. Systematically bacKfili to allow maximum time for for the Work are as shown on drawings. natural settlement. Do not backfill over porous, wet,, frozen ors on9y subgrade Surfaces: P 1,06 COORDINATION C. Granular Fill; Place and compact materials In A. Coordinate work under provisions of Section 01039; continuous layers not exceeding 6 Inches compacted depth,Materialsand methods shall meet Utility B. Verify workassociated with lower elevation utilities i§ C requirements.Materials complete before placing higher elevation utilities. D. Soil Fill: Place and compact material in continuous PART 2 PRODUCTS layers not exceeding 8 Inches compacted depth, 2.01 FILL MATERIALS E. Employ a placement method that does not disturlsor ' ( damage conduit In trench, and other buried materials, SECT16N 02225 TRENCHING PAGE -1 GRIFFITH & Ass0CAATES ADDITION TOQUOTE GOUNTIG _ ib0@R Io1200Q' FIRE, STATION No, 74 Grldtey ppillornsai A. Flatness Maximum variation of 114 Inch reassured 3;03 PREPARATION - PRIMER: with 19 foot straight edge. A. Apply primer In accordance with menu factureYs: Applyprimer 9, Scheduled Compacted Thickness; Whhin 114 inch G, Variation from True Elavation, Within 1121nch. 13, Apply primar to contact surfaces of curbs, gutters and' simllar otroctures, D, All paved ernes will be water tasted to chsckdrainage, If'bird b®„ s" are present, they shag bt. corrected, to C„ Use clean sand to blot excess primer, provide poslWo drainage by overlaying paving and/or: pavement removal and replacement as directed by tho 304 PREPARAI (ON •7ACtC COAT' ArCtftecUEngineer, Fpr purposes of this section, an area will be deemed a "bird bath' if water Is;present for' A. Apply tack coat in accordance with monufactUrors a 24 hour period; instructions. E„ patches witt be accomplished using Y: minus'Topeko' B', Apply tack coat to contactoutfacas of curb$, Quits s mlx. and similar structures. 110.PAVEMENTNiARKINOS C, Coat surfaces of catch basin or box frames with oil to prevent bond with asphalt pavement. Do not tack coat A. MorkI eslnor iaer vd a these surfaces, pme wth approved plan using; a 3;05 PLACING ASPHALT PAVEMENT. SINGLE; Lines: Alkyd tharmo plasli4 material COURSE. Symbois, One coat tram, c point white, except where InsWI Work in accordance with Sections 3?, 39 A and 94 disabled accessible blue la indicated. of the State Spedficstions, except as harem modified, B, Placeasphalt Within 24 hours. applying Pdmt Or lack 3.1 PROTECTION coati. A Immedlately after placement, protect on-site pavement. ; Q. Place toIndicated orrequired compacted thickness, from mechanlcalInjury .for five.day$. —' 0 I,lstat( gutter drainage grilles and homes, boxes, and accessories In correct position and elevation. END OF SECTION E. Compact pavement by rolling. Do not: displace or extrude pavement from position. Hand compact in areas Inaccessible to roiling equipment: F. Develop rolling with consecutive passes to achlevo even and smooth finish, without roller marks. O, Exlsiing pavement: cut Imes made on the exlsting: pavement, both longitudinally and transversely, for the placing of new structural section, shill be stralght and smooth, Asphaluo emulsion shall be used as a tack coat or paint binder on existing pavement that Is to receive an asphalt concrete oveday and also slonp the exposed edges of abutting pavement curbs aadlor concrete gutters., - 0.08; CURBS A. NA 3.07 SEALCOAT, A. Apply ueI coat to surface course in accordance withAl and State of California Specifications+ B. Apply seal coat to existing AC areas as Indicated 3.00 TOLERANCE& SECTION 02510 __ , . ASPHALTIC CONCRETE PAViNQ ` PAGE •2S GRIFF'�TIi & ASS+�CiA�`�5_ ; ►nmmew ful titirtO tr9rMY -- — FIRE STATION No. 74 drididytontotntp ,i I. AWASTM 01151- PMtomad Expanslan Joint Fitia#e SECTION b2six CONCRETE CUOSS, WALKS & tor. Concrete Paving end Structural Construction' (N on;- &xtn dtnp and Haeivant Murninous,7ypalli PMMENT9 J. R Preto d Spdnge t7ubbar and AN57ASTM tart Cont Sxpanbian Joln! Piiioro tot CanCrete Paving and Joint PART i GSNSFtAt. t3trutturai Construction. 'IM 8SCTIONINdLuDa5 K. ASTM dm-Coocidid ggtagatbe: L A&M Cg4 ilaady Mittel iConaute. A. Cast -Ir -place conerete Wa*$ on grader 9, Conereto patiarnents` M, ASTM CIbO OwWrid Camenf i! Control, ex0ansldh whd oontraciion joint devleas W ASTM C2d •Alt Otraining Admixtu e%tot Cgnctefea assoalated with concrete worl C« ASTM Cb30'*LMphtwolchtAggregates#ofstnudural 0. t4ulpment pods. 1i ht pole base!, flagpole basin, lhr0t concrete, blocks, and tniscehanaous oastconcrote notwoln the building. P. ASTM 0404 Charrflicats MQxtutas tot Contrstek 1,03 PndoUdTb NONlsHO hUT NOT iNSTAU0 d. As"tiN COW +NAA and !taw rt dolcttratad Wdurei an tnr ah a MinerelAdniurttne Irl Portland UNO THIS $td11ON re Ceniert Concrete, utne A, none N, A'bAi ANSI Al ITJ and dA.Und i i; tot a66ess for N - i,g3. ITtctl4t�tisEGTIbNs ` tiandtcappad A, 'S6ctlon03t00+CanuteteFomnvoric Fbmiworkand i.d3UEIu1t�!`At t teebt►iti3i A, Sublslk Under Oro0sidria of section bit0b. jr..�,' Ij y Soctlon033b0 Ca + ntrele Iteln#eroernantH b, Product Wtte Ot0vWti dala on Joint d6vloe6, $ectton amd Cdrttrata mrilsm"I ettachrnent Odcasiorles, rolx demod And admt rosi b, boaldn 113370. Conetetd tuft. c, Shop Drawings, i rovida expanslor t+ndc000ft Wit Joint pier Or oil concrete WA thttuding beamti; t Sdttlon 0*6 • Joint Sealers, 06 ppt ddt AkdA S b6dUMShtY:T 1.04 list utENCss A, ubnilt under ptnVWons tMI Settiati iMlrbb, ASI �� t�uMa fior Contrele t=loot and $idb' C; Ar�uraEelur ietard .!dual iocaUons o� Embedded irtiiNies wrW cotrptrnahte that are concealed,trortt'vlew, CorehucUon, 91 ACI M04 y Iiecomrttehdad Otacilce tot Measuring;, 1,0T clUAi [T AsSURAttGt; Mixing, Transporting And placing iron Clete. A, Parton+Work to aopaltlinci Watt At! 301, C,. AOI 3b5h-HotWesiifiodoritxelinglg S, ACtulre temetit>�nd a"�rega`te trarfi seMe saurti lit All, Cy Ad ag0 ITr` Cold Weathet donttefing, C' Work, et grid s14UriU. :tot Con cert+! ka ASA, ANsI Ali i �,i S, ACi W NOW, NOW +prWoo Ceiic� * acts for the fiandlca 0. ALL Sts & fiWirg +rode iteggirarndO W R®lntoiced 1.09dbWINA' ON Concrete: Aw d6dtd(rtai# Worts undet 0(b slAt bCbMild- i. d. ANSIXAt' M O004 4,01vtomred pension ,j'�Int Phial tot C66001e (altumllim Tyo): 9� Cdo dtdma the plateMet'It 0101 davtta9 With Afiddh dt t�nctele tomn»n3rk anti pleosinani qt town ANsIlAsTIu1 bi - Contreta Joint Seater` NoI� assorlos, � .., .igo �auEed �lasUc typa+ t+At#T` g' t�HcigljCts , 9��TtON 06'14 . Ct7NCYlETt: CUiisi� WALk . PAGEwl GRIFFITH AS.SOCIAII S, _ w 11Q�tN FIRE Wit0oNO*' 74 000y-c� I o1 rooKR W PIS'; MWPOR Mfg PpAA!' 0. OWOWC AM. Cd141, �►w� p� use,tawllq� of�44mrdrr �. J% ' ��'�h►+� �l � � r� bn�+ wI�9 +�l� PAS Mf po* *04 W* ,1 @tVM,, YN OJA* b **wm sm " +� hnl 4�F ;,04 40W MUS AM MUM M fw d 1A *40 tato cotOm tl , "loft" A. CK fl, 4 � �� 4 1)"# fes.. kicuw *Ow jP � � 5" N1�7�►1h9�r(k�1a�11!, i '� � � +K�tl'dl�iilY�F1�lfM1Rl�il� i1f !S F4 W��h ,vo iii �. A, . 1N 11t E1� � r "�.0 IW . ! wwl4� � 1�lIrbli ti��11 101:2=" Fin Stow No,, 74 omwA-mk too *AwAWOwfteW* ..,�bNotmill v IFF �MA::7Af � Lw� P'F►� ,�Ji#' � ��yy yIy,�T��_,uu��ro }AroRj3�lRF i�'/ iiFi 40.A� ''�56699kkaa i �s s. mt_ MOW _ i bt 660koft �: ii��uc�r�aY�ii►n�r'df� -6d �14 1 M i G1 C..Y4R s�If�� i'li• �i'� 1 aH+...0 � xlFs ra��t..JilA+ai-:4lik.-y r-4 EN+�11__�.t 4 k w i k �,�y�9pfr��#�y1'P 1� �F.',M��i F#,��T��;yA�i�..y al'ld Fw�'My 7T r��"�rv3' � v�-�-fi'"pw'•°pd,a"� C"�w�+.y.�<a ,:w.rp�yugww+-�.w�{y 'iXru9ro }'11 ��YF}Mtl M " MU JCr ✓V�l Pike StAtIou NO,1:&Aooeaftow 4 i ' G7Y"� �:.a5.w+'V�"" ,.• .. � I� ..�I r y� �yM,.R�a�7.NR ,�,��y K�9 p.�.'`.h,��!'� ik" Mb ; i2G ✓�ks�ai'4i'�fC�»?�� ,gyp CA'CLG�JyGi�i,��*ID CSR ��q-iiS � NF1 �1aP i�� • _ : ��q�yIyy ((yg�+y+��pp�� gk7i4 ii as�07►�'i ww 4 yry.1 j�ylpyl��l �}}yL . iliJFi O"i�"r�L IJ�iWC � 1 q y 7.ti"✓,i ICISPtIq : M�'ppgg' y WA c/ aiipl4 t ft} PAGEO' FIRE SYATIQK NO, 5 ,�+.. Ai, 41�'�y�,��pp�T�� T*tltlM l��=�■■f i'mt I COOK +fid �1�r�e�'yq�■■iR t Al p MIMIM�yay"40+ a , :y� yX I�anq� 7A4 bPlT N.. d. ,M �firv'YPwR 1>'k`4 /� ..P'F'+Rr�s Y�r4■in49F��::� �. 'kl IL Cop,"" ++ }y04j J RyyT':9�►�}ily ��7 N •.., .«.z.-m-..-.-.ranewwFw,tatlClaFkRWG4:+pvNbGY;t!XlenSu+.r,MTk- .... «"'y"^�nlfm+•4t!f:.'.se.a A•M+u m•-. K GRIFFITH & ASSOC IA TSS �n ADDITION TO BUTTE COUNTY 1608; 10/2000 fR, FIRE STATION NO. 74 GridieyCalifomla E. Obtain approval before framing openings in structural \„ r members that are pot indicated on Drawings, A. Inspect er6oted h rmwork, shoring, and bracing to ensure that work Is in accordance with formwork F; Provide chamfer strips on external comers of concrets design, and that supports, fastenings, wedges, ties, and where detailed. - Items are secure, G. Install void forms In accordance with manufs6tur4s 18. Do not reuse wood formwork more. than 2 times for redommendali.ins. `Protectforrns'from moish"re or, concrete' surfaces to be exposed fo vlow,`Do not patch crushing. formwork. 3,64 APPLICATION - FORM RELEASE AGENT 3.09 FORM REMOVAL A. Apply form release agent onformwork in accordanoa' A. Do not remove farms or brecing Until concrete has With manufacturer's recommendations. gained sufficient strength to carry Its awn weight and " Imposed loads, _ B, Apply prior to placement of Wnforcing steel, anchoring devices, and emtiodded Items. � B . Loosen forms carefully. Do not wedge pry bars, hammers,, or tools against finish coperete surfaces Ca D'doot a f 0IVf6fM release agent where concrete scheduled for ekposUre to view . surfaces will receive linishes that are affected by agent, Soak inside surfaces of untreated forms with Moan C. Store remotied forms In Mannar that surfaces to be In water. Keep surfaces coated prior to placement. of contact witrt fresh Loacrete will not be damaged, concrete,Discard damaged forms, t 3:05 INSERTS, EMBEDDED PARTS, AND OPENINGS END OF SECTION X Provide formed openings where required for items to be embedded In passing through concrete work, B. Locate and set In place items thatWill be dlreotly x Into concrete. O, Work of other sections 1n forming and' placng'ot enilnhs, slots; reglels, reoesso §, sleeves; bolts, anchors, other inserts, and components of other Work: D. Install accessoNes in accordance wliH "manufacturer's" Instructions; straight, level, and "plumb, Ensure Itome 4 are not disturbed during aincrele piscemenl, 3.06 FORM CLEANING A. Clean forms as arectlun piocooda, to remove foreign y matter within form's B Clean formed cavities of debrisrior to P Placing cof;orote; N 0,. Flush`wlth water Or Use cbmprossed air to remov"e remaining foreign h% ter, 'EneUra that Water and'¢ebris - drain to exterior through cloan•oUt portsS D: During cold Weather, remove 'loe froiii within forts, Do not Use de -Icing salts. Do'eot Use water to cleanout forms, Unless formwork and concrete constriicl16n proceodwithin heated onciosUreUse compressed air or other means to remove foreign mstteri' 3A7• FORMWORKTOLERANCES t A• Construct formwork to mslntain tolerances require dby �r ACI 301; 3,08 FIELD QUALITY CONYROL SECTION 03100 ,.. CONCRETE FORfNWORK" '`T'"' , . N PAGE42 l' `S GRIFFtlH & ASS0QIATC' ADDITION TO BUTTE COUNTY 1510 8/2000 FIRE STATION, No. 53 s .w r P. Plastic Pipe: ANSI/ASTM O3034, TYPe SDR 35, A. Form bottom of excavation clean and smooth to correct Pnly(Vinyl ChloriP)(PVC) material, n�bber gasket elevation. joints. M Form and place cast-In-place concrete base' pad, with D. Pipe shall conform, to Butte Countysequirements„ � . , .� provision for sanitary sewer pipe end sections, 2102 ACCESSORIES C, Establish elevations and pipe Inverts for Inlets and A. Filtinp;k' Same material as pipe molded or formed to outlets es,indicated. suit pi;:1,alxe and end design, In required tee, bends, DI . Mount lld'hnd frame level (n grout, secured to top cone elbow., cleanouts, reducers, traps grid other section to elevatlontndicatad -"" configurations required. 3,06 FIELD QUALITY CONTROL 2.03 L,LEANOUTS A. Pressum lest Test in accordance with City requirefiibnts. Notify the Architect at feast five days in A. Per Code standards., advance. r4 any test. Furnish and Install all necessary., matditis for testing. Tests shailbe witnessed by the 2.04 BEDDING MATERIALS Architect or his represontative. A. Bedding: Butte County. 3.07 PROTECTION, PART3 'EXECUTION A.-,Proteognish9dlnstallation.upderprovisions;ofSectio,n 3,01 EXAMINATION 01500. B" protect pipe and aggregate cover from damage or ' A Verify, that trench cut and excavation base Is ready to disploodinept until backfilling operation is.ln,progress; receive work and excavations, dimensions, and !, elevations areas indicated on drawings, or as raqulred k` to conform to topography, ENO OF SECTION M 3.02 PREPARATION A. Handtrim excavations to required elevations. Correct dver e)tcavaUon:wb ,,,ne;aggregate; B, Remove lerge stones or other hard matter which could t' damage pipe or Impede'consistent backfilling or compaction. ., 3.03 BEDDING r A, Excavate pipe trench in accordance with Section 02226, for work of this Sentlon" Wand trim' excavation for } accurate placement of pipe to elevations required. 3.04 INSTALLATION -PIPE A. install of fittings, and accessorir'In accordance with ASTM C12, ASTM D232 ` yspd ma�,4a. cturer Le Instructions. Seal joints watertight B. Lay pipe to slope gradients with maximum variation from true slope of 1/8 Inch In 10 feet C. Install bedding,at sides and over top of pips ps ' indicated, or required to comply with 6%Jtte County requirements. D. Refor to Section 02225,tor,trenching re't"ilrements, Do n a displace or damage pipo when compacting: - 3.05 INSTALLATION - CLEANOUTS a� SECTION 02732'. SITE SANITARY SEWERAGE SYSTEM'"'� PAGE • 2 l G.RIFFITH & A.S'SOCIATES ADDITION TO 61111;c COUNTY 1608; 10/2000 FiRE STATION vs � 7m by r, ycallfomla SECTION 03200 CON.xr f w'`"zas''MT PART 2 PRODUCTS 2.01 REINFO110C2MFNT PART `i GENERAL A, Reinforcing Steel: ASTM A615, Grade 60; deformed billet steel bars, unfinished,, unless indicated otherwise 1101 SEGS1oN INCLUDES; on Drawings. wire fcbrlc;ar.d accessories for A. Rasroe S' ` WeldedunflnishedSteel Wire Fabric: ASTM A185 In coiled rolls: eoncretabars, ct Inpla. 1,02 RELATED SECTIONS1 2.02 ACCESSORY MATERIALS "» A. Section 03100 -Concrete Formwork; A, Tie Wire: Minimum 16 gage annealed type, B. Section 03300 - Cast-In-Place Concrete; B. Chairs, Bolsters, Bar Supports, Spacers; Sized and shaped for strength and support of reinforcement 1.03 REFERENCES during concrete placement conditions; including load bearing pad on bottom to prevent vapor barrier' A. ACI 301- Structural Concrete for Buildings; :puncture. B. ACI 318 - Building Code Requirements For Reinforced C. Special Chairs;, Bolsters, Bar Supports, Spacers+ Concrete. Adjacent to Weather Exposed Concrete Surfaces: type; size and shape as required; C. ACI SP-66 = American Concrete Institute - Detailing Manual; 2.03 FABRICATION D. ANSI/ASTM A82 - Cold Drawn Steel Wire forConcrete A. Fabricate concrete reinforcing in accordance with CRSI Reinforcement Manual of Practice and ACI 318, E E. ANSI/ASTM Al 86 - Welded Steel Wire Fabric for PART 3 EXECUTION Concrete Reinforcement. 3.01 , PLACEMENT F. ANSI/ASTM A497 -Welded Deformed Steel Wire' Fabric for Concrete Reinforcement A. Ensure that all reinforcement is free from wierials that will adversely affect bond: G.. ASTM A615- Deformed and _Plain-Billet Steel Bars for Concrote Reinforcement. B, Place, support and secure reinforcement against displacement Do not deviate from required position. H. AWS D12.1 - Welding, Reinforcement Steel, Metal Inserts a:nd Connections to Reinforced Concrete C. Do not displace or damage vapor barrier. Construction. D. Accommodate placement of formed openings. L CRSI - Concrete Reinforcing Steel Institute - Manual of Practice. E, Maintain concrete cover around reinforcing as follows: J. . CRSI - Placing Reinforcing Bars; Conform to UBC and drawings for =ncrete cover over reinforcement 1:04 QUALITY ASSURANCE F. Bond and ground all reinforcement to requirements of A. - Perform Work in accordance with CRSI - Manual of NEC: Standard Practice, ACI 301 and ACI 318, 3.02 FIELD QUALITY CONTROL B. Submit cortifled copies of mill test report of reinforcement materials analysis. A. Field inspection will be performed under provisions of Section 01400. C. Submik shop drawings for all relnforcemont 1.05COORDINATION END OF SECTION A. Coordinate work under provisions of Division 1 . B. Coordinate with placement of formwork, formed v openings and other Work. SECTION 03200 CONCRETE REINFORCEMENT PAGE-1 GR-IFF'iTH & AS'SOCIATES ADDITION TO BUTTE COUNTY 1608:10/2000 FIRe STATION ISO. 14 ,GridleyCal(tomla ti . SECTION 03300'.CAST-IN-PLACE CONCRETE K. ANSI/ASTM 131752 -Preformed Sponge Rubber, and Cork Expansion Joint Fillers for Concrete Paving and Structural Construction. PART 1 GENERAL L. CaVomina Uniform Building Code, title 24, 1.01 SECTIOM iNCLUOES M. ASTM. C33 - Concrete Aggregates; A. Csat-m-place concrete foundations. N. ASTM C94 -Ready-Mixed Concrete: B. Floors and slabs on grade. Q, ``� l�STM '0160,- Portland Cement:. C. Control, expansion and contraction Joint d3vices associated; with concrete Work. . P, ASTM C260 - Air Entraining Admixtures for Concrete, D. Equipment pads, light pole bases; flagpole base, thrust Q, ASTM C330 - Light WelghtAggregaies For Structure) blocks, and miscellaneous cast concrete. Concrete, 1.02 PRODUCTS FURNISHED BUT NOT INSTALLED R. ASTM 6494 - Chemicals Admixtures for Concrete. UNDER TMIS SECTION S, ASTM C618 - Fly Ash and Raw or Calcinated Natural A. Sactlon 03100 = Concrete Formworks Placement of Joint Pozzolan for Use as a MInerall Admixture in Portland devices In formWork. Cement Concrete. 1.03' " RELATED SECTIONS- 1.05 SUBMITTALS A. SeGlon 03160 - Concrete Formwo_ rki Formwork antl! A. Submit Und9r pravislons of Section 0 1300, accessories;v B. P Batas Provide data on Joint devices, attachment B, Sedlon 03200 = Concrete k61nforcemenL aroduct ccessoriss, mix design and admixtures, (r..C, C; Soctlen 03348 -Concrete Floor Finishing Shop Drawings: Provide expansion, sawcut and construction joint pian for all concrete work, 13, Suction 03370 = Concrete Curing. 1,06 PROJECT RECORD DOCUMENTS M Section 07900 - Joln€;Sealers. A. Subnllt under provisions o(Soctlon 01700. 1.04 REFERENCES B. Accurately record actual locations of embedded utilities A. ACI 301 • Structuraf Concrete for buildings. and components that are concealed from view, B, ACI 302 - Guido for Concrete Floor and Slab 1,07 QUALITY ASSURANCE Construction, A, Perform Work In accordance with ACI301, C, ACI 304 - Recommended Practice for Measuring, g, Acquire osmaot and aggregate from came source tot all Mixing, Transporting and Placing Concrete, Work D. ACI 306R -:}tot Weather Concreting. 1.08 400RDINA710N E. ACI 308R - Cold Weather Concoting, . A. Coordinate work under provisions of Division 1. F, 'ACI 308 - Stendard Practice for Guying Calcrete, B. 4 0oordinate the placement of joint deVlces With erection G. ACI 318 • Building Code Requirements for Reinforced of concrete formwork and placeme4s of form . . :Concrete; - aCCaa90rlea. - r p "' Joint Fgle'r H. ANSI/ASTM D994 - Preformed Ek ansion PART 2 PR013UGTS for Concrete (Bituminous TOO). 2,01 CONCRETE MATERIALS h ANSUASTM D1Igo - Conoreto Juint Sealer, Hot- q Cements ASTM Ci 601 Type i or III Poured Elastic Type, " J, ANSI/ASTM 131751 -Preformed Expansion Jolnt Fillers B, Cement in contact with doll ,%STM C160, Typo If for Concrete Paving and Structural Construction (Non- extruding and Reslilaid Eitum(nnus Types), SECTION 0330Q CAST-INPLACE CONCRETE PAGE•1 GRIFF'ITH & A. SS 0CIAT'ES ADDITION TO'BOT79 COUNTY _ 1608; 14x2004 FIRESTATION 'NO. 74 GridleyCaliforniu Fine and Coarse Aggregateq:. ASTM C33' and UBC' C. 2603, A. Prepare previously placed concrete by leaning with J steel brush and applying banding agent In accordance D;Water. Clean and riot detrimental to concrete, with manufacturer's instructions: B. In locations where now concrete la dowelled to existing' S 2,02 ADMIXTURES, (if indicated) work, drill holes in existing concrete, heart steel dowels i and pack solld with non•shonk grout A< Air Entrainment: ASTM C260, 3,03 PLACING CONCRETE A" Chemical: ASTM 0494. Any admixture proposed use shall be of recognized standard manufacture, A. Place concrete In accordance with ACI 318. specifically approved by the engineer prio[ to preparation of mix designs, B, Notiy, Archhect/EnginkerminimGm 24 hours prior to commencement or operations. <s C, Lampb!ack; provide'1 pound of lainpblack per cubio yard of concrete at all unpainted or unstainod concrete C, Ensure reinforcement, Inserts, embedded parte, fonned exposed to view after project wrnpteiion. expansion and contraction joints are not disturbed during concrete placement.. D, install vapor barrier under Interior slabs on grade, 2,03 ACCESSORIES Where Indicated, Lap joints minimum 6 Inches and seat watertight by taping edges and ondq, A,: Bonding Agent; Flex -Con by Euclid Chemical Co.,1- 800-321 7628; Enforcer by Trerocote Systems, 916- E. Repair vapor barrier damaged during placement of 666-3633, or approved equal, concrete reinforcing. Repair with vapor barrier ma!edal; lap over damaged areas minimum 6 Inches and seal B'.. Vapor earner 10 mil ASTM D2103. watertight C; Non•Shdnk Grout,, Premixod'compound consisting of F, Separate slabs on grade from vertical surfaces with 112' nonmetallic aggre8ete, cement, water raducing and, Inch thlckjoint fillerr, plastiofztng 00onts; capable of developing minimum compressive strength of 2,400 parin 48 hours and G. instal! construction Joint devices in coordination with 7,000 Psi In 28 der. floor slab placement sequence. Set top t0 required elevations. Secure to resist movement by wet D, Drypack* Masterbuilders, 5 Star or approved equal,, concrete. ;. 10,000 min psi at 28 days H. Maintain records of concrete placement. Record date,; 2.04rJOINS' DEVICES ANDTILLER MATERIALS location, quantity, airternperature; and test samples taken;, & Sealant and Primer, as specified in Section 07900: 1. Place concrete continuously between predetermined 2,05 CONCRETE MIX expansion; control, and construction joints, A: Mix and deliver concrete in accordance with ASTM J, Do not Interrupt successive placement; do not; permit C94 cold joints to occur. B: Use accelerating admixtures tis cold weather only when, K. Saw cut joints Wlthlu 24 hours after placing. Use 3/18 approved by Architect/Engineer, Inch thick blade, cut into 114 depth of stab thickness. PART 3 EXECUTION' t.. Screed floors' and slabs on grade level or to indicated etevadon, maintaining surface flatness of maximum 114' _ 3,01 EXAMINATION' Inch to 10 ft. A. Vertry alto conditions under provisions of Division 1, 3,04 CONCRETE FINISHING B, Verify ants for concrete cover over A,concrete In accordanco witMCl reinforcement 301 and ten 03346rfaces C. Verity that anchors; seats, plates, reinforcement and 3,06 CURING AND PROTECTION other items to be cast into concrete are accurately, placed, positioned securety, end will not cause hardship In placing concrete, A., B, Cure and protect per Section 03370. Protect concrete floor surfaces to remain exposed front wheel traffic Of construction equipment, COncrete 3.02 PREPARATION marred by tiro marks will be rejected. SECTION 03300 CAST IN-PLACE CONCRETE: PAGE -2 GRIFFI'TH & ASSbCIATES ADDITION TO BUTTt= COUNTY 11608:115/2000, FIR5, STATION No, 74 i ddeycallfomld 3.00 FiEWQUALITY CONTROL A, Provide he access to Work and cooperate with appointed firm. B, 9Ubmit proposed mlx design, to testing fl" for review pilot to commencoment of Work, C. tests of cement and aggregates may be performed to ensure conformance with specified requirements;, D, Three concrete test cylinders will bo taken for every `. 100 or less cu yds of concrete placed', f Weather nditins a6 comae it reprd onesents ob slid under same c. One additional test cylinder will be taken during cold P. One slump test will be taken for each set of test cylinders taken. 100 pATCHINi3; A• Aiiow'ArchitedVolneerto inspect concrete surfaces' ' Immediately upon removal of forme, e. Honeycomb or embedded debut In concrete Is not acceptable. N6tityArchlteWU5.lineefupondis0very' C, Patch Impatfectl6ot as directed: idd b0tCTIVE C' cEPl A, Dafedive Concrete,' Concrete not conforming to m4ulred Ilnos, d6taUs, dlmanslons, tolerances or specified requirements. c, Repair or repplacement of defedlve concrete will be datermined by the Archlteclit naloder., d', bb not patch, $lir touch-up, repair, of replace exp'osol ooflot td except upon opress direction of Archited/0n9lneef for each fndlviduel area. O,10! kHOULc * C6Nck ulil tOdd ANIS hINI5N�s retaf to structural drtwings, t=NO 00 611016N' h ...03300 CA$i=1N•pi./#CICfyFtCfiEiH _ PAGE! 3 G',RIFF:ITH & ASS0CIAT5S AMMON TO BUTTE COUNTY 1Z68: 10/2000 FIRE STATION NO. 14 GridloyCalifotnta 13, Spraying: Spray water over Noor slab areae and 6ECTION 03370 CONCRETE CURING' matntalo wetfor7 days. 3,03 E�tCUTION -VERTICAL SURFACE& PARI" 1 GENERAL A. Cure surfican In aocdrdence WOA ACI 308, i,n fSECTION INCLUDES ` ' p. Spraytng., Spray Water over surfaces and mdinta►nwet for I 41Ays, A. Initial and final curing of horizontal and vsrtical cohdato surfacds. C. Membrana Curing Compound, Use only after receiving Written permisslon from concrete foot paint 1,02 RELATED SECTIONS manufacturer, N acceptable, apply oompound In accordance with msnufatwmes Inalr 1brit In rine A; 'section 0830b - Cbst in+tabs C0CAitM toaL B. Sldlon 03346 - Concrete Floor Finishing; 3.b4 PRbTEOTION OF OwISHED WORD 1.08 WFRENCE& A. 'OrMedfinishsd Mork undor ptovistons of sorokfn A,, ACI 30f • structural Concrete tot Sulldings, E, Dd 0,ot permit ItatMdovot unprdtdcted Moor surfear. 0. ACi 302, IYecommended Pracdce for CondmW Floor find Slab Construction, M 00 ffiEOTICN ACI 300. Standard Practice for Curing Conorets b; ASTM 0171- t3iheet Matariala for Curing Concretb.; It, ASTM c30g Y Liquid. Mbrobrane•Forming Compounds lot curing Cdh6mt6, F. ASTM 0103 } Polyethylene Film bnd sheetlnq, 1:04 DPI NtRY, STORAGE, ANb HANDLING A. beliver, store, prole c and handle products under' provlstaho of sealdri Wood. S, bellvet 60ft materlirls In mint adurs?ii packoglho Including applicatlonlnstnidtdna'. PART'z PROOUOTS 2,oi MATERIALs' A, Illlatdrpro'Of Papbr, ASTM f1i7i, treated td prevent eoppdratido duiidg hohdHo and plAcing, standard whlle colder Watar, Potable, riotdetriment®ltoodhotete; ,i PART 3 t kdcU?ION' 3,01' & MINATIOf) A, 'Vanfy supilraie bandit►bne under piovislo i bf 15081-3iii � g, Verily that substrate surfaces rite ready to be cur: rid': -1,02 tkcUTION w HORIZONTAL EtIRF.I10E8 i� A', Cure floor eudacba Ih aceordance Willi Ad tdeiw ftCTION d337g .. .. CONCt2tTE CURING .., .,.:.. ..... , . .,�,,,, _ .... .. ...:.: . .... PAGE 0 GRIFFI,TH & As,soC'JATES' ' ADDITION TOBUITECQUNV 1'60$; 10(20Q0! FIRE $TA?I�ON No, 74- Gridley :gjlfomla; SECTION 03348 CONCRETE FINISHING - A, Dotlyor, store, protact, and handle products to one, under provisions of Section 01039, GENERAL p. In manufadtlrq "s packaging inctudlnll ppRion inrials ctions, 1,01 SECTION INCLUDES 1,09 ENVIRONMENTAL'RE4UIREMENTS A. Finishing Blabs-an-grade,alabs and voitioal surfaces. A, Ventilation; Sufficient to prevent Injurious acid fumes or 1,02 RELATED SECTIONS gases front temporary heat or other sources aka.cling, �onaete, A. Section 02514 Gahcrate Pavements ,.10 COORDINATION B. Section 03300 • Cost -In -Place Concmta, Prepared eoncreta floors ready to receive flntsh; control and' A. Coordinate work under provisions of Section 01039, formed expansion and contraction joists and Joint devices, g Coordinate the work with concrete placement and concrete cunng;: C, Saction 6337P,ConcreteCuring. D, Sect(on07000-JointrSealere. PART2 PRODUCTS: E. 'Section 09900.. Painting 2.01' SLIP RESI,STANTTREATMENT' 1103 REFERENCES A. not required. , A. ACI 301- Structural Concrete for Eulldings;: :PART 3; EXEGUi`ION , 13. AGI 302, Guide for Concrete Floor and Slab Constmollon. 3,01 EXAMINATION: 4 i C. ASTM E1155 • Determining Floor Flatness and, A. Vent' site conditions under provisions of Divislon 1 -'! Levelness Using theF-Number System (inch•Pound, Uniisj. B. Vent' that surfaces are acceptable ld receive the Wore of this section.` 1,04: SUBMITTAL$: 3.02 GENERAL FINISHING; A. Submit under provisions of Section 013G0i- - A, As Indicated, 1.65 MAINJTENANCEDATA 3,03 REPAIR A., Submit undoT provlslons of Section 01700., A. Remove sit honeycombed' areas down to sound' concrete, 1,08" QUALITYASSURANCE' B, Patch all honeycombed areas and do hobs with', A.: Perform Work In accordance with ACI 301 and ACI approved patching compound 302« 1,07- 'MOCKUP 3.04 SMOOTH FORM FINISH A Provide mockup of finishes under provisions of Section A. Form materials; smooth; able to produce errooth hard 01400, unbnn texture on concrete. Place with minimum number of seams. Do not Use material with raised, B, Construct mockup area under conditions Similar toL grain, patches or other defects, those that will exist during actual placing, 4 foot long by S feet wide; with coatings.pplled, B, Patch Tio holes and defects, C. Locate where directed, 3,05 `GROUT CLEANED RUBBED FINISH D, Mockup may remain es part of the Work, ICPropeny constructed and finished. A. Form ea foramooth toml;finish, J.06 ' DELIVER.(, STORAGE, AND HANDUNC3 SECTION 03348 CONCRETE FiNISHIN(_ ._ PAGE 1, Pin UAVON No'. 14 ww*dbomo �t�ti�N f �s�ria►�aabl'!�f f tf�l �'�"aidlls& �' �1�65LS.)N'^1.E�7fpMiiT¢7�V"4 �A4 � w4 wo "W",66d t Ai itI0 1 i1R1.'A9sti�%1W� AAIArA iy:. � . . �y��y�'�'1LLCV .. .� iRT7 44I�Si TYH{ 'i9F t�b�dA`bf�fMt�zi '. IFAI'� � (kl iITflR37117 S4F.IA1A ■RRA WR=V � ". i``y�� R� {��,�� „„ {� �. � �Tk1f c�! 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Use grout of consistency indicated or if not otherwise indicated, of consistency (fine or coarse) at time of , MISCELLANEOUS MASONRY ACCESSORIES: placement that will completely fill all spaces intended to Reinforcing Bars: Deformed steel, ASTM A 6{5, Grade 60' receive grout. t . for tars No, 3 to No, 18. Useggroultingrout spaces less than 2" in horizontal di erwise Indicated. MASONRY Cl EAl IERS Use coarse grout In grout spaces 2" or more in least I . horizontal dimenslon, pnless otherwise Indicated. Job Mixed Detergent Solution: Solution of trisadium phosphate 1/2 c� d measuro and laundry detergent (1/2 P- ( P dry Grout shall ceinply with'requirements of CA UBC for t m Ivied inns ' dry measure diose a gallon of water, cue p specified, Acidlc Cleaner: Manufacturer`s standard strength general PART 3 EXECUTION purpose cleaner, designed for new masonry, surfaces of We s, indicated; composed of blended organic and inorganic acids combined with special waiting systems and inhibitors; INSTALLATION, GENERAU expressly approved for intended use by manufacturer of masonry units being cleaned. Do not w et concrete masonfy units, I Available Products; Subject to compliance with Cleaning Reinforcing: eetote placing, remove loose rust, ice and other coatings front reinforcing,- nequlrementa,'a product that may tie used to clean unit masonry surfaces Includes, but Is not limited to the Thickness: Build cavity and comp'oiaict t!Ile, floors and other Following: masonry construction to the full 014r as shown, ;Build "Sure Klean"No. 600 Detergent; ProSoCo, Inc. aingle-Wythe walls (if any) to the actual thickness of the masonry units, using units of nominal thickness indicated, Build chases and recesses as shown or required for the work' MASONRY SEALER: of other trades. Provide not less than 8" of masonry Not required for pointed:brlek between chase or recess and Jamb of openinga, and between adjacent chases and recesses„'. MORTAR AND GKOUT MIXES: MO Leave openings forequipment to be Installed before ” completion of masonry work."- After installation of equipment, - a.•s` Do not add admixtures Including coloring pigments, General: re eom'pieto masonry work to m;toh worklmsretllately adjacent air entraining agents, accelerators, retarders, water repellant to the opening, ; agents, antifreeze compgunda otherwise indicated of othet admixtures, unless but masonry ;;nils ua(ng r' ` �rriveti saws to prouldo cleani sharp, unchipped edges, nIL'se squired to provide Do not use calclum chloride In mortar or grout, contlnuous patter and t u� atljolning work. Uso full-sized Units without cut(Ing where ; G` _ ?to - Mixing: Combine and thoNughiy mN oementitlousi water Use dry cutting saws to cut con6lute riasonryunito, and aggregate in a mechanical batch mixer; comply With referenced ASTM planOrd L 9 for miXMg iime and water ` content, CONSTRUCTION TOLERAPJCES Monarfor Unk,Mesonry;-Comply with ASTM G'270, Proportion Specifications, for types of mortar required, VarlaOon from Plumb Forvertical lines and surfaoos of y unless otherwise Indicated, columns, Walls and ardses do not exceed /, in 0'; of 316 in a std height not to exceed 2 story 0', nor'," In 40' or morer For � Limit cemenUtious matedals.ln mortar to portland cement, external cornere, expansion Jolnts,.control Joints and other limo. conspicuous line's; dor • uxceod Y." In any story''[ 20" t Use Type S mortar for reinforced masonry and Where maximum, nor'r� in 40' or more, For vertu ai alignment of head joints do not exceed plus or minus h Irl 10 , �4 Indicated, maximum, Colored Plgmenbd Mortae Select and proportion pigments Variation from Level: Fo'r'ked Join and linea of exposed' With other Ingredients to produce color required, Do not exceed pigment to cement ratio of !,(q 10, by weight, lintels, sills, parapets, horizon grooved and other, conspicuous lines, do not oxceetl Y, In any bay or 20c Colored Aggregate Mortar: Produce mortar of color fequlred maximum, not In A0' or mora For top t ace of bearing by use of colored aggregate's In combinatiorl with selected walls do not exceed l/8" between adjacent floor eiementa In comentitious'materlala; '` 10' or1/16" Within width of a -single Unll MIX to match Architect's sample, Variation of Linear Building Ll{lel For posldon shown in plain Grout for Unit Masonry; Comply with ASTM C 06 for grout and roieted portionof column's, walls and par(itlonn, do not exceed ?h" In any bay or 20' maximum, nor'(+" In 40' or } for use In construction of reinforced and norrreinforood unit more., Si CTION 04200 UNIT MASONRY . x u PAGE -4 r,'w,vaw r ayw»y». ,w,9-r^,»r �..,_,..,-w-y.-� ,..,4a��-m..-.,,y-:,4 .-..,.,..,,�:��+YS ^'tip*�wYw .w.,.,y».,;,.w. n.»r �-=r7:a,._.N�r*,•..w.x,�,Y,�, ,...w . `h,,' ?, �.y,..e�. wu«rrro,pn. L ,�w�,..��^;' GRIFFITH &'A ss 0 C I ATE S ADDITION TO BUTTE COUNTY 1608: 10/2000 i FIRE STATION NO. 74 Gridleycalifomia DELIVERY, STORAGE, AND. HANDLING' Perform the following construction procedures while the work Deler materlais'to roJect (n undamegad p Is progressing. Temperature ranges indicated below apply o air temperatures existingat time of installation except for ' to condlUomasenry. n /, rout. For grout, temperature ranges p ogee apply to anticipated Store and handle masonry units to prevent their deterioWr bh minimum night temperatures. in heating mortar, and grout or damage •due to moisture, temperature changes, materials, rnalntain mixing temperature selected within 10oF (60C), contaminants, corrosion or other causes: 40OF (4oC)'to 32oF (OoC): Limit moistureabsorptlon of concrete masonry units during Mortar, Heati6ing water to produce mortar, delivery and until time of Installation Installation to the maximum temperature)end 120oF . : etween 40oF (4og b percentee specified for Type Ili units for the average annual (49oC). relative huii ldity as reported by the U.S 'Weather Bureau, Station nearest project site. Grout: Follow normal masonry, prooetlures, Store cementitious materials off the ground, undercover and 32oF (0oC),to 25oF (4oC); in dryaocatlon. Moog, iHeat mixing water and sand to produce Store aggregates wheregrading and other required mortar cho,acterietics can be maintained, betwee Stor@,masonry accessories. Including metal Items, to prevent (4§o0remalntures 'temperature Mortar (49oC); maintain temperature of mortar on deterioration b;%corrosion and accumulation of tlirf, boards above freezing„ ,4 Grout Heat grout materials to 90oF (320C) to , PRO;iECT CONDITIONS: produce in-place grouttemperatyre of 70oF (21oC) at end of Work day, p Walla with r Protection of Work: During erection; cover to of ; { hoacY;waterproof sheeting at end of each day's work. Cover '„k 25oF (4oC) to 200E (7oC)! p?rGaiiy completed structures when K is not in progress, Mortar: Meat mixing water and sand to produce Extend cover's minimum of 21 inches down both aides and mortar temperatures between 40oF (4oC) and holo cover b�-:Zurely In place, 120oF (4goC), maintain temperature of mortar on f Do riot apply' uniform floor or roof loading for at least 12 boards above freezing~�� hours atter uuilding masonry walls or columns. Grout Haat grouk mateilafs to 90oF' (32oC) to not + concentrated loads for at least 3 da° a after aPR Y y produce In-place grout temperature of 70oF 21oC at end of we* Y bDo uilt m g masonrypalls or columns Staining Prev^nt grout or mortar or sort from stalning the Heat both sides of walls under construction using , selam 0th si , or other h eat sources. Use face of masonry to be left exposed or painted. Remove windbreaks or enclosures when Wjnd is In excess immediately grout;ar, mortar in contact with such masonry. of 15 mph i mud and mortar splotect atter by .MeansJorf coverin s apreaded o"n round nd and over P Y g P g 200E (7oC) and below ; wall surface., , Mortar: Heat mixing water and sand to produce slits, ledges and protections from droppings logs of PP mortar tem, natures between 400E 40 . _ • ( C1 and ' mcrtaf 1200E (ompe , Cold Weather Protection: Grout Heatgrout materials to 90oF (32oC),'to produce in-place grouttempersture of 70oF'' Du hot` la mason U tits the y ry t arewet or frozen. ` (21 oC) at end of work day. Remove any ice or snow formed on masonry bed by Masonry Units'. Heat masonry units so chit they carefully applyingrest until top surface Is dry to the touch. , are above 206F (7oC) at time of laying. Remove masonry damaged by freezing; condition's: Provide enclosure and auxiliary heat to maintain For Gay masonry units with initial rales of absorption an air temperature of at least 40oF (4oC) for 24 fours after r laying units,, (suction) which require them to be we Before laying, , comply with the following,requirements. 9 re uireents. bo not heat water for.mortar and grout to above For'units with surface temperatures above 32oF 160oF (710C). (OoC),, Wet with water heated to above 706F Protect completed masonry and.masonry not being Worked (216C). on in the following manner. Temperature ranges Indicated For units with surface temperatures below 32oF apply to mean dally air temperatures except for grouted masonry, For grouted masonry temperature ranges apply to 4l (OoC), wet with water heated to above 1300E (54oC) anticipated minimum night temperatures. a r SECTION 04200 UNIT MASONRY+i .i ,�,,. PAGE • 2 GRIFFiTH & A'SSOCIATES ADDITION TO BUTTECOUNTY 1608'1012000 FIRE STATION NO. 74 Gridleycalifornla 4 tests no loss frequently than that required to evaluate mortar used 4o Install each Increment of masonry Units Indicated' above from Which samples are taken for testing; Owner's Inspector will report test results in writing and In form specifiedunder each test method, to Architect and Contractor, immediately after tests are made. Evaluation of Quality Control Tests: Masonry work, In absence of other Indications of noncomplienoe with requirements, will be considered satisfactory if results from construcilon quality control tests comply with minimum requirements indicated. REPAIR, POINTING, AND CLEANINd: i Remove and replace masonry units which are loose, chipped, broken, stained or otherwise damaged, or if unite do not match adjoining units as intended, Provide new Units to match adjoining units and Install In fresh mortar or grout, pointed to eliminate evidence of replacement, Pointing: During the tooling of joints; enlarge any voids or holes; except weep holes; and completely fill With mortar. Point-Up all joints Including comers; openings and adjacent work to provide neat; "uniform appearance, prepared for f application of sealants. Final Cleaning: After mortar is thoroughly sot and cured, clean masonry as follows: Remove large mortar, particles by hand with wooden paddles and nonmetallic scrape hoes or chisels. _- Test cleaning methods on sample Wall panell leave %panel Uncleaned for comparison purposes. Obtain Architect's approval of somple cleaning before proceeding with cleaning' of masonry. Protect adjacent stono and nonmasonry aurfacos from contact with cleaner by covering thern with liquid strippable masking agent,;polyethyleno film or Waterproof masking' tape Saturate wall surfaces with water prior to application of cloaners; remove cleaner; promptly by rinsing thoroughly With clear water, Detergent. Acidic cleaner apply In compliance With directions of cleaner manufacturer; Clean Unit masonry to comply wIIlJ masonry manufactUfer's directions and applicable to NCMA "Tek" bulletins. Seal masonry work In accordance with manufacturer's recommendations and with requlrerrents of DIvlslon g "Painting" section, Protectlon: Plovlde final proteatlon and maintain conditions In a manner acceptable to Installer, Which ensures unit masonry work being without damage and deterioration at time of subetantlel complMlon. ENDOF SECTION 04200 SECTION 04200 UNIT MASONRY' PAGE_7 GRIF.FITH &,ASSOCIATE,S,; ADDITION TO, BUTTE COUNTY 1601 ; "10/2000 FIRE STATION No. 74 oddleyCallfomia Reinforce walls with continuous hirzontai Joint reinforcing nonmetallic compressible )obit filler of width required to u p unless s ecMically noted to be onutted; permit and backs p. r rod, Reinforce the following walls with continuous horizontal Joint Locate horizontal pressure. relieving joints beneath shelf ro nforcemont} angles supporting masonry veneer and attachsd to structure Ntu!tiwythe masonry walls. behind masonry veneer. Provide continuity at corners and wall intersections by use LINTELS; of prefabricated "L" and "T" sections, Cut and bend reinforcement units as directed by manufacturer for Install steel lintels where Indicated, continuity at returns,, offsets, column fireproofing, pipe, enclosures and other special conditions, . " provide minimum bearing of 4" at each Jamb, mess otherwise, indicated, Specs continuous horizontal reinforcement as follows;' yt a walls (sotld or cavlty) where continuous For muIUw h FLASHING OF .BASONRY WORK: " horizontal reinforcemenCebts as atruclurei bond or Ile between space reinforcement as required by code General: Provide concealed flashing in masonry Work at, or re ths, but not more than 8 0,0, vertically above; shelf angles, lintels; ledges and'other obstructions to the downward flow of water In the wall so as to dlvart such For parapets; space relnforcement'at 8" o,c. vertically„ water to the exterior, Prepare masonry surfaces smooth and unless otherwise indicated, free from projections that could puncture flashing, place Reinforce masonryopenings greater than TO" wide, with throughwall flashing on sloping bed of mortar and cov& with mortar. Seal penetrations in flashing with mastic before horizontal joint reinforcement placed in 2 horizontal joints covering with mortar, Extend'flashings through exterior face approximately 8" apart, liiimediately" above the lintel and of masonry, and tum down to form drip; Immediately below the sill. Extend reinforcement a minimum of 2'0" beyond Jarnbs,of the opeping except at:control joints, Extend flashing the full length of lintels and shelf ahgles and' flashing from Inaddition to wall reinforcement, provide additional minimum of 4" Into masonry each end. Extend exterior face of outer wythe of masonry, through the outer reinforcement at openings as required to cam I with the P Y , wythe,'tumed up a minimum of 4", and through the inner above, wythe to within W, of the interior face of the wall in exposed Work. Where interior surface of inner wythe is concealed by furringg carry flashing completely through the Innerwythe j ANCHORING MASONRY WORK; and tum up approximately 2". At heads and aills,tum up General; P(ovldo, ancHor devices of type indicated. ends not less than 2" to form a pan. Anchor masonry to structural members where'tnasonry Interlock and joints of deformed metal flashings by abuts or faces structural members to comply with the overlapping deformations.not less than.1.1/2" and'seal lap following: with elastic sealant Provide an open space not less than 1" in width between Install flashing to comply with manufacture?s installation, masonry and structural member, unless otherwise Indicated. Keep open space free o f mortar or rigid,mate mals.. provide wee holes in the head joints of he first course of P -other masonry, immediately above: concealed flashings. Space 24,"' o.c., unless otherwise indlcalad, Embed anchor aoetlon to masonryjoints: provide riot less Install ra lets and `nailers for flashing and other related,work ;lien 1" (or asintlicated)air apace between back of masonry; where shown to be built Into masonry work. Geneerwythe and face of sheathing, Locate anchor section relative to course In which tie section INSTALLATION OF REINFORCED UNIT MASONRY; Is embedded to allow maRlmum vertical dlfferential movement of tie up and down. Refer to Divielon4'sections "Reinforced Unit Masonry" for installation requirements applicable to reinforced unit Space anchors as Indicated but,not more than 18" o,ci masonry, vertically and 18" ox. Horizontally. Install additional anchors within 1'0° of openings and at Intervals around perimeter not ' exceeding3'0". FIELD QUALITY CONTROL;;; Owner will employ a special inspectorto perform, field quality; CO11`1TR6LAND EXPANSION JOINTS; control, and testing, General; Provide vertical and horizontal expansion, control Unit Test Method. and Isolation Joints Inmesonrywhere shown. Build -In Concrete Masonry Unit Teats: For each type, class and related Ims as the masonry work'progre sus grids of concreto masonry unit Indicated, test units by Build -in nonmetallic joint filler where indicated. method of sat ipling and testing'of ASTM C 140, ~ Build horizontal pressure relieving Joints where indicated; Mortar Tests; For each type Indicated; test mortar by r methods of sampling and testing of ASTM C 780, Conduct construct joints by either leaving an air space or inserting. SECTION 04200 UNIT MASONRY''xr" w' PAGE • 6' GRIFFITH &'Ass60IATtS lase; to/noon FIRE STATIO Na a %4 Gddievcwfoml Alabama Metal Industdas Corp, SECTION 05400 COLDFORMFO METAL FRAMING Bostwick Steel Framing Go, Dale tndustrles Inc. Otelrtclr lodustrtae PART 1 GENEFAL; Mlle DivislonInryob ins' A. Drawings acid genoral pmvIstons of Oontrad, loduding Madno Indusl4s Corp. U.S. Gypsum Co, General and Sopplemantary Conditions and Dlvlaloni Westam Metal Specification sections, apply to worts of this section. MetAL FRAMING„ RkLATP-D 15MUMNTSr dyetem ddmponotsatJVith each type of metal flaming A, Division a fintth6e regoired, provide manufacturer's standard steel runnets (tracks), bldddng, dntets, dip angles, shoes, toinfarm,rtentn, fcelenoro, and accessories as recommended by SUMMARY; manufactumt far applidstto69 indicated, as headed to provlde a complete instal framing system Extent of coldfomyed mala! framlog Is shown on drawtngs. Materials and Finishes; types of coidfohned metal framing a its Ipdude the followingt Foriagag� 9ndheavkfltniu,fabdcatametatfremtng om onante of stru lutAt 4Uality Meet Odell With a minlrrtt ni '(•aha ori oteal studs, p y Id polot ofI40,000 pei, ASTM A 44% A 670, of A di 1 aha shaped Odal 61!1100 Jblata', p'or 1 aoaga and Ilghtet Units, fabricate metal framing Sfta bracing p llty steel sheet with a components of 6mmetdal qua , minimum yleld potnt of 33,000 psi; ASTM A 449, A 670,0A 60. SU6MOALS. I *Ade galvanized flni&h try metal traming gompdnente, produd Data! Submit ittanufactuter 6 product intOM066 complying with ASTM A $26 fol mlotmum 0 60 660ng, and lnstattailon Ina, ucilons fol each Item'of Cold•fomted lilhish of lnstaiiQ1116A accessodes to match that of mala motel freming and abcessotias. framing components, untess otherWao Indicated, xO Shape Studs, Ma dkeldmes stkilat i steel studs of WALITY ASSURAN61:4 s1ze, shape, land gaga Indleated, Wish 1.92e flange And' Welding! USe qualified tvoidets and eotriply With American 110096 tatutn tip Welding Society (AWS) DO, iftdturat Welding Codd Punched Channel ietudst ManutAdurtet standatd, factory 1 SheotSteol, Speclallns ctionWlit tequlted fol all field of elle, she 1 woad ft par USG, i dlcats�.Iwith V ftange,tudb lore Bated Assert0lest Wharo himing unite AN JoIstsi Manufactu'reei standard C shape 06116oi Of size components of asse'mbltes Indicated fof A Oto tasistande aha' 6, and gage indicated; comply, With *Ulismants 1of' taling, Including (hate qulred (of dampplloodswith etude~ govemlog taouiaUbils, rdvide Units which have Wan � apptoved by goveming authorities having Jiidsdichbiir t:Ie t Wdld1hM, dom ly with AWS U6, p 0Aivu� ingo e it saint. HiighI i � duuii coolant paint fol DGLI1fE tY, STOIiAb� ANti FIANDLINdG � rsoaltdfgalvd 6d urta0e d m g by Welding, c6mplyln0 With MJ, Soeo. M11.151036. Notoch,notalframing unite from rusting and damage pAgRibAAiir�1V,` a INO to prolddt Site in manulacturer`s unopened dohtdltiete of bundles, fully Idehilud with Kama brand, tydo hod grade, dei oel rah priming 6*1506nis stay be ptetab'd6ilied W6Stdro ottground in a dry vendlated:pace or prated With pptri els pilot to erWoh, Pabfloite panata Old "b, i4b"'O e, broathable waterproof tarpaulinsE lnie to Itne and braced 091101E taraCing wilts IoInES Wvsided 6t fasl8nod With other m6tlidds appro+ietl by the Ardrtted� PMT g OROE)U&S Patfothi lifting of profebft4fori patyote in a fiie000 to prd4ertt datnagd et �tietortidn. I�tefabtidate' OAnai3 In lig tdmplAtes to hold membart In MANUFACiUftEf#$l proper AllgAitient and pbaluon and to aasdo conslatenti Avaitabte Manufacture* Subject to comp1l6h6d With tximpononE placement: roqulremgnts, manutectutero ofierind ottiduddwhlch ir1ayba; 1&4oraWd in the work Include, bot are not limited for the followingt _. PAGE1 1 r�xa ur �_y m u W Y _a u a u . uy ++uat:.pu u r v Mv. n 4 r rm is Nr •••a v W w . .hid 'r ,o- � . — avw W u . a. Y � W� its w e i GRIF.FITH & ASS0C]ATE& AP_91TIQN TO BUTTE CQt1NTY 1008, 10/2000 FIRE STATION NO. 74 GtldioyColifornia 2" b.c, for 3.7/8" wide block or 1.518" o.c for 3- ^70 +Gl A35 UNiT MASONRY` SECTION 04e Ile" `do block and cross rods welded at 8" o,c. 9, Penal Anchorst 20 gsugo 0-314" x 24" hot dipped PART 1 GENERAL galvanized steel With staggered porfarations , C Adjustable masonry anchgra and wire dna. 1.01 WORK INCLUDED' D, AsphaltEmulslon;, Kaman 100 or equal, E„ Expansion Stdps* 310"X3 -11W polyethylene A. Glass masonry evindowa: piasl1a or glass fiber (for tiro rating) as supplied, 6y 8, Gloss masonry window assemblies with 45 minute Glass Misonry, Inc. listed U.L Oro rating, F. Sealant; fare retardant as required by ILsting C,. Integral joint reinforcing. agency,,, D, Miscellaneous metal anchors, t3, Pack rR,,d: As recommended by sealant E, Mortara and sealants;. supplier, 1,02 RELATED WORK 2,04 MORTAR MATERIALS A, Section 64200 Masonry, A. Shall. be prepared according to ASTM C270 for 8. Section 07900 Sealants, Type S Mortar, Mortar to have 1 part Portland Cement (Type 1),1 part time, and 4.112 to 8 parts 1,03 REFERENCES of One sand passing No, 20 sieve and "a of iron compounds to avoid stains, Use whit* Portland A, ASTM 016382, Hoe Dipped Zinc Coating: Cement and sllica sand for white joints. Wx mortar B. ASTM C144, Aggregate for Masonry, drier than normal and only an amount that will be C, ASTM C150, Portland Cement, used In 112 to 1 hour, Glass block will m=not D. ASTM C207, Hydrated Lime for Masonry, absorb Water the same as brick, Do not use E. ASTM 0207, Mortar for Unit Masonry, retempered mortar; Do not use antifreeze F. Underwriters Laboratories Building Moterr9is compounds or accolerotors Directory, 1993 Edition; PART 3 EXECUTION 1,04 SUBMITTALS 3.01 PREPARATION A, 'Submit Manufacturer's product data B., Submit cerNficatlon of required fire ratings far A. Verify that all recesses or chases provided under essembiies required., other sections are accurately located and sized, C. Submit 2 samples of each type of required Glass B. Establish, and protea lines, levels, and coursing'. Masonry Unit. - coursing shall align with CMU coursing,:= 1,05 ENVIRONMENTAL REQUIREMENTS 3,02 INSTALLATION A. Maintain materials and ambient air temperatures A. Arrange coursing pattern to provide consistent I to a minimum 'of 40 degrees F pdorto, during, and joint work throughout; align courses with CMU 48 hours after completion of work, courses: 8, Protect Olass masonry from moisture priorto 8; Cost slit under tonics with asphalt emulsion as a construction, , bond breaker. C Mortar joints rust be solid, Furrowing not PART 2 PRODUCTS permitted. Neatly tool surface to a concave joint. O, Place panel reinforcing In horizontal Joint above 2.01 ACCEPTABLE MANUFACTURERS first course of block andspaced per manufacturer`s ,requirements panel anchorsshap be,installed In A. J WI=CK GmbH u, Co; the same joints as reinforcing, 8, Pittsburgh Corning, E„ Isolate panel from adjacent conatruetiort on sides and tow with expansion strips. Keep expansion, 2.02 GLASS UNITS, joint volds clear of mortar, F. Maintain uniform joint Width of 114" plus or minus A. 8 x 8 x 4Inch :W 45 minUta Bated rating ,, IIW" AlIgn Joints with CMU coursing. e. Color clear, G, Maximum variation from plane of unit to next unit C, Pattern PC'Oecoreorequal. -11321 D. Edgo Coating -White latex based 'paint H Maximum variation of panelfrom plane w 1110:,, t. Do notuse retempered mortar. Z03ACCESSORIES J, Do not tap glass block with steel tools. K. When mortar has set, pack backer rod In Jamb sod A. Joint Reinforcing: Laddar type, hot dipped head channels, Recess to Allow for sealant. galvanized, 2.9 gauge parallel longitudinal W1re at L• Apply sealant SECTION 04270 GLASS UNIT MASONRY ; PAGE•1 F i GRIFFITH & ASS.OQiAT'ES ' ADDITION TA OUTTE C'QWY 1 b081 10i20oQ Fin STATION NQ, 74 GriciloyCauforn►o SEDTiQN C5¢QO MISCELLANEQ ,,�a METAL 1,ti4 PRGDUCT HANDL 1Nt3 X Protection; floe ail means necessary to protest: PART i , GENSRA4 miscellaneous metal before, during, ad Oar Installation and to protect 00 Inatalietf wort and materials of other trades,' 1,01: SECTION INCLUDES. 0, Replacements;: In the avant of damage, Immediately General: All miscellaneous iron and stsei items, such p replacements necessary p the a sup and to I^ nd at no addiU4nal coat to e Archit Own ori as toilet partition supports, bathing forequipment ra�ll Owner, appliances and socesaodea, support angles, ladders, U modlficutions to rollin s, ate, and miscellaneous (natal g Oof PANT PR Q CT work required for all other llama not specifically , _ described in other suctions of the SpectAeatlons but,2,01. sTEELTUBING required for a complete,and operable faeilk A, All steel tubing shall be now, free from rust, and shall 1,02 QUALIVA$SURANCE', conform to ASTM A-500 Grade S A. Qualifications otwelders; Use only currently certified 2,02 STEEL PiATE AN. D SHAPES welders and. the shielded arc process for all welding porfonned irk connection with the work of this Soction� A. All stool plate and shapes shalt be new, free from runt,; and, shall conform to ASTM A 3W. B Standards: in addition to complying wIth ail pertinent B, Coldfomwdmetal framing shall have FY groatgr than codes and rogulottons, comply with, 50 ksL 'Specification for the Design, Fabrication, and' 2.03 BOLTS ANO NUTS Efection lfor ng " of the Americantct Institute of SteelConstru tion, A. All .bolts and nuts shall be new, baa from rust,; and shalt conform tc AM. A 307-00, "Code for Welling In Building Construction" of Thg American Welding SoeletI4 2,04, GALVANIZING` "Architectural Metal Handbook", National Association A, Where indicated, provide a zinc rating far alt erdedor of ArchitactumfMatsiJNanutaeturers, Items or systems and interior Rama' in damp or wet locations, asfptlow.a Tado 24 CCR for Handicapped Compllanos, Cat OSHA and State Fire Marshal Office, ASTM A•153 iron and steel hardware; ASTM A-123 rolled, pressed and forged steel Uniform Building Code shapes, plates, bars and strips 1(8"' thtdt and'. heavier: OSHA ASTM Ar3380 assembled eteelproducts, C, Conflicting requirements; in the event of conflict 2,05ELECTRODES between pertinent codes and regulations and the: requirements of the referenced standard or thew A. Allarcwolding eiett roclo shall be only those' ` Specification, the provisions of the more stringent shall specifically recommended for the purpose by the govem. Amedcan Welding Society,, D, Special inspection wits be required for field welding par UBC requirements. 2.00; PRIMERPAINT 1103 SUtSMr(TALS A. All primer paint shall t onfonn to f=ederal Spedflcation TT•P-015(d), yps i, Primer paint shall be canitkd by A Shop Drawings; the Antsh coating manufacturer at compatible With the ftnlsh specified; r Within 35 days otter award of Contract, and before any miscellaneous metal is doCvered to the job site, submit Shop 2.07 GROUT Drawings to the Architect for approval in accordance with <. Section 01300 of these Spedficationa, Indicate code A. Metallic non -shrink grout, permlxed, factory packaged, compliance for ladders. ferrous aggregate grout complying with CE-CR"588;, Type M or non-metallic grout complying val CE -CRD t 1 Showall �and shapes and indtcae all methods of connecting, Anchoring, Protide groit specifically recommended by, manufacturer forintendee use fastening, g, and attaching to c trades SECTION 65500' MISCELLANEOUS METAL r. _ PAc3E+ T L" GIZIFFITH & AtsOC ATEs ADDtt ON:10 0UM-COUNrY r60itE 1012000 F i R IK. STATION No.14 wattljr rrblitomtc r " d 21 Plywood i;ridlnd AtimWt Cabled by AP& sfcCTiftlN OBt t2 t ftAMIAn AND sHi A7NINtl 0, CA UBC 1100 tditton, in pantcular 2314, 2 f 7 and Tabi6 2S4, PAFt1` i t3sNsFtAf. d. N68 tNationat gestpn sped for Wood h tkat►ana Canstn►ct 11161 sEGTIQNiNr✓wotm 6, Provwosutftodntahled"wa*afsAnd Sur, M'sorswho A, structuril toottfrotnfnq shill W present it All Well du* the eiieeutlon of this portion of the Ward And who shalt bd thorau,�hy ferjtllfrr 6, NAticeltanaai,s hamingrand ahertMnd, with the of ooii•hown Involved and the maledAts and tethnlgquas it is tiled, G, doocasl ed wow b"lny W-support bf toilet and both ici%isorfea, ba" And wo►1 oablod"'WoA Ith*' and 61 ftelectlon. in the acceptance or raject►on of rough instiffatlon of all hfne euppikid but liot Installed under carpentry, no atfowanes vAl be rnads for Wit of ifiiit on the poiiatwcrke»; othot Gedloni, b5 Fioof stretlthifig., t t>3 C3 LIv1 2Y, iORAt f+«,�dfb FU�tittLtNt Its, Undetliymont AtIndk�ted or MuliiO for ttoorinp' prnif u r, A boilvart Aid* protect, And handle prods, to m;ts undet toviafons of section ditttNl« t• toivm ptope Vdnu►a on and d(916004 And to protect tiprmsl dithAA24 i.b2 PAdOUdTd WINtsHSD OUT NOT iNUTALIto and the Weather, UNDt:Ft tfits 5[C1ION f , Reap dihiA2ed miierlat tkiity ktentitfed As damipdd, A, nbWa And sepiratety stored to prOmi b Wditadeni um. 1,6 H0iAUO MOMS' 110 OUAWY dCti AO I A. btviitan s µ00hW6 & bubiMh tndWidultek dati to Ali proprietary KiRm, a' Y tNvfAion t`lntshes _ lWadid michine drNen ha%�ran plywood stnrdu`;i panels and joist hifters, �,t� ' tif:Fet�NOr±t� PAt�Tz f�13OtJUdi""3 A. AL96 Antiricao LumWt siandamo darntnitti~o: €iottwdod Lutnbet stAndiMe. 2,01i.UMMA ►WTWMALti 6., ANSI MOM - Mat p'cmied Woad PsrtiofebbAfd. A Lurirbeo �2 bdu9lei 3r of better t;, M611AIAAi56.4-bisIdHiMbeild. �' ttiarilA°and tfdiddrd?lidt,frailofheart '�dnler b. APA: A*ddadONW6odAsiodation; C AWPA(AmericinWood OriserviriAssoaad"o )di 2,42 t�HPAA1NiNt tUATr"filr s Ad Thnbet PrMidi PrdiiNMW Trditftt. by PresAurd i+togas, A, Wald Atruch►tat parlets° �tywocfd tridatiirid, P~ Wood $tideNift'Assocfa`ildO) "20 PadtctebbOd 6461hindt APA fried +odahted l;i 0d Owdrits6dtifalPArtfofdboard 8fri;dutai Lurhbit l=ira tietardolit T`irtAbnarit by murd p�i0A(Al'ri�ey tl, NrOAt tialidhif lit toit prddudi AAst>oi'oUK 10 AC&sSt RI ft H, i2[1: trod„ god lnapection t�ervice, A, PAstetseri bttdAh6hd*, T. spi'B„ oifuthaMPinbinapAcdaneuriiu, f, �isiener>s+ Hot-dippidOalvAr4�edeiiAtaA ipeoitiid bat suet s,i. � ,f, WCLttit Vitd$W-oast Lu00 fndpeciidn sfltiou, 2. brywih t3&m* 60014 heid, hAtdiAod steili poW�f` K WNPA, Wesidini Wood Omduote AaAacIWOdo diNdh typer length thrid limes thld� 6iU tit itw0thfnd, fd Achim NO 1wetrefioii of ihdAtfilnd. 4,43 dUALt1`Y AssUFtANCs euhatrAte. �. Jofet Ftaildete:- Hot dippdd daivAnfzed order, erred A: td hilt ftarliIN 46ndit 6, rMAOidLifed by " iu Lunrbif ciiitling ApinoyF ireriifted by Ari, Slnipsokf >Strongtia. d , $ECilOti 40112 FFtANtINCi AND'�itEATNIN(� � , PAGE .0 Fine STATiN No.k 74 P��81:J1C,' ��1�'i RW 76{��9Nli1I��Wmta { w.�0AW*A dl MW#"4000" MOMi p{Y`�1fPL�1� %�yFOR� 0.��t�u *VW***IjdvW" "bkv% tow** Wwy�y�,'y, v wMewam WNW ft- ad 174i{ 4'g b All, 61 *"��]�7.,y,'yA�i!f��1�w�klk�CGl�lir 571y�y 6 i. �.yy +ay�Tf 41 fw,�IyA, 7�Lp0.y�y yww0%1y�y+7ii74� y�y f�7y�'„D nTd�' }l6Ni'Y 3� � �7T �RiiPSh I� W �:lR � ��y��bSWT� 1,y�y] ' S:Rp7��y,y� y�y,,�y��gT¢►�y� "w. , �. y ��LWI�W °U SII AUM1Fl9C�{fiA�y,��, 1' ��s7�Suli�U y��F CPOfi14�iW iW�llF7Fi11i U'ii��11 ,. R.9�Nf 7f3xA�. �RRUIVCcILL'��IR��:��y{y��,,7,AiW�,_ ��i'�i. ,.i u�FST9ilV1�SRR��,p�yt�{,{i;M1,i��f�jy`y�S,�f¢71i�'�[i7��❑WTG�r114W u��....,,�� e%A��R7 a�;• i 0R1FFtTH & AsOCIA1 IRO, STATION N , 7 xqw of0,0oor*" n tna yM ► tet': , ;04 goo �v4A"%vs4ftOtt" OW f Atam *404rte, py, YM. . 0-0 Ow 1RY't¢�Ayh 7PR;�'iR�R , a fk" t . o �wo,�y�gy .y .... P 1P °if RE'i 94:, yM1�, g.Y1 y�,y 1AYF /A4�iF-1►�I�q,A�,y�I .��.qp��y d Elft ttitl Not 74, om, 14, 0 m""W"""two k I'M VWW*6 p��yyy�yy, .. _ R CM �117��VR.O"7o. mift rk &VAW #**j *W *# - _ m %,3�4,y+y1�Ar��i��iF�. �y�y�. 4� �yp �i7i WAN �.�y, �gRy�, y�y�ym4r'_.,, 1 � � � 3� Wr�� 7 RaTJ: 07f �i � U9G R�aaa eft yrCw 14, `ANA1 t�"i Rl awsY�C,c�4r iF�'Q� jM tM4%A aw% I i fSiFi WO P�� *kmfL 0.'!I....` .��f0.Vl4 Vpi� a +. wu �u� w<:- � �.,�.�A�'P1#:�A14i r��1 �1:C1Vx,�u, � r w a:.•. vsr ruw.r .« � �+�.w.... GRIFFITH& AssOCIATE$ ADDITION TO BUTTE COUNTY 1608; 10/2000 FIRE $TATIoti NO, 74 Gritiley'California SECTION 06186 MANUFACTURED WOO JOISTS 1,06 SUBMITTALS A, Submit under provlelons of Section 01300. PART1 GENERAL'' M Shop Drawing's: Indicate sizes ands acing of slats, P j loads and joist cambers, and framed openings. Submit 1.01. SECTION INCLUDES � design calculations signed by a California licensed profosolonat engineer.: A. Wood chord and plywood/OSB web joists for roof, , 0. Product Data: Provide joist configurations, bearing and framing, dntalls, bridging. and bracing, and orectlon anchor chordna: in 13. Bridging, bracing, and anchorage, Including metal hangers and anchor% 1,07' oUALITYA^uSURANCE C. Framing for openings and rim conditions. A, Perform Work in accordance wilh'the following I.P. PRODUCTSFURNISHED BUT NOT INSTALLED , agencies; UNDER THIS SECTION A. Section 06112 -framing and Sheathing Placement of Lumber Grading Agency: Certified byALSC, 1 Plywood Grading, Agency: Certified by APA. bearing plates, 1.08, OUl�LIFICATIONS 1,03 RELATED SECTIONS A, Manufacturer. Company specializing in manufacturing:, A, Division Six Wood the Products specified in this section with minimum ten years experience, B: Division Four Masonry B. Design joists under direct supervision of a Professional` A, 1.04 REFERENCES Engineer experienced -In design of this Worn and licensed In the State of Colifomla. i A: ALSO -American Lumber Standards Committees REGULATORY REQUIREMENTS Softwood Lumber Standoff Is. 1,08 B; ANSI A276,1 •Mat Formed Wood Particleboard, leboard, ' A, Conform toapplicable codes for loads, seismic zoning, other governing load criteria, C; APA: American Plywood Association, 1.10 DELIVERY, STORAGE, AND HANDLING D ASTM D2559 -Adhesives for Structural Laminated Wood Products for Use Under Exterior Mat Use) A. Deliver, store, protect, and handle products to site MposUre Conditions, under provisions of Section 01,600, ,E, AWPA (American Wood Preserve"rs Association) C1- a. Protect Jolsts from warpino or other dlstofilon by All Timber Products PreservtuVe Treatment by stacking In Vertical position, braced to resist movement, Pressure Process.r 1.11 FIELID :MEr\SUFiEMENTS F. AWPA (American Wood Preservers Association) C26 - Structural Lumber Fire Retardant Treatment by A, . Verify that field measurements are as indicated on shop Pressure Process; drawings; G: NFPA: Notionol Forost Producta A`asodlador, PART 2 PRODUCTS H. RIS: Redwood Inspection Service. 2.01 fp1ANUEACTURERS 1. SPIm Southern Pine InsN%.Alon Bureau. A. Trus Joist MacMillan J. WCLIB, West Coast Lumber InapedlonBureau B, Louisiana Pacific ; C, Substitutions! Umber provisions of S' Section 01800, K. WWWestern stern Wood Products Me ociatlon, lq., 1,05 SYSTEM DESCRIK16N 2.02 MATIwRIALS A. Dssign roof Iive and dead load as shown on Drawings, A. Wood Chord Members; Single top and bottom chord,. ^ with deflection limited to 11240 over suspended callings, and 11360 where the bottom chord directly supports tested species, 10 percent maximur,"moisture content;; „^ gypsum baord ceilings, Finger scarfing permitted, s' a SECTION 06196 MANUFACTURED WOOD J013Tt3 )� PAGE =1 :`., GRIFFITH & ASSOCIATES ADDITION TO BUTTE COUNTY 1608:10/2000 FIRE STATION NO., 74 Gridley California ` H. For lag•scmws and wood•screws, prebore holes to 70°h nf'ehank diameter. I. Enlarge holes to shank diameter for length of @hank, J, Washers required under lag screw heads. K, Screw, do not drive, all threaded stock. 3,04 TOLERANCES A. Framing Members: ,;4Inch from true position, maximum. B, Surface Flatness of 1.14 Inch in 10 feet maximum, and 1/2 inch maximum!, -30 fest 3.05 CLEAK1 NG UP A. Knep the premises In a neat, safe and orderly conditlon at all times, free from accumulated sawdust, cut-ends and debris, B, Mi the completion of this portion of work, thoroughly broom clean all surfaces. C, Remove all wood, incluulng form lumber, shaving and sawdust, in contact with ground, and leave no wood buried In any fill or backfill END OF SECTION 6�g SECTION 00112 FRAMING AND SHEATHING 1 j , GRIFFITH & ASSOCIATES _ I ADDITION TO BUTTE COUNTY } 6G8: 10/2000 FIRE STATION No, 74 GridleyCallfomla l 3.05 SCHEDULE OF CABINET HARDWARE ' mark description example finish ' cabinet pulls 4" wire pull EPCO mc402.4 satin stainless hinges european Blum CLIPsystem or-, chrome shelf support metal bracket Submit chrome locks key cam lock Submit , chrome END OF SECTION I i it n SECTION o0old CU.eTOM CASEW60K . PAGEc1 f. CRIFFITH & ASSOCIATE'S I; AY` ''ONTO BUTTE COUNTY 1608; 10/2000 i�' . STATiON NO. 74 GrldieY Cal(fom(a is r 1.07 DELIVERY, STORAGE, AND. HANDLING 2ft r.t�+ )010 CUSTOM CASEWORK A sleet units from moisture; damage,, FIELD MEASUREMENTS, 'FART 1,'4eNERAL `)SECTION A. Verify that field measurements areas indicated on 1.01, I INCLUDES, Shop Drawings, 1,09 COORDINATION A, Special fabricated cebinat units, Including tops as A, Coordinate the work with pluMbipg and electrical rough - Indicated, In and other trades,, h re. B. Cabi letardwa i . PART 2 PRODUCTS C. Composite' lavatory tops, D. Finishing of cabinetry: 2.01 WOOD MATERIALS A. Softwood Lumber. PS 20; graded in accordance;with G 1.02 RELATED SECTIONS Awl Custom; ave�aga moisturecoptent of 8 percent; fir pin ... species , „ , A. na B. Hardwood Trim: not required , 1,03 " REFERENCES,2.02 SHEET MATERIALS A. ANSI/BHMA A158,9 - Cabinet Hardware, A. Softwood Plywood: PS 1; graded In accordance ,with B. FS MM -L-738:- Lumber; Hardwood. AWI or Materials of veneer., C. FS MMM A `130 - Adhesive, Cant act B, Wood Particleboard: PS 1; AWI standard, composed of wood chips, medium density, made with high D. Nations, . iectric Manufacturers Association (NEMA) waterproof resin binders of grade to suit epplicatlon; LD3 - High Pre -Jure Decor`^tive Laminates. sanded faces. E. PS 1- Construction and. Industrial PI C, Hardboard; Pressed wood fiber with resin binder, standard grade, 1/4 Inch thick, smooth two sides. Lumber Standard. F. PS 20 - American Softwood Lumb D Hardwood Ven yw a, not eer PI ood or Composition panel G, Manual of Millwork, Woodwork Institute of California . - regulreds; _ twlC) 2,03 , MANUFACTURERS - PLASTIC PRODUCTS 1.04 SUBMITTALS A. Dupont Corlan r A, Submit under provisions of Division 1. B. Wilsonart:, B, Shop Drawings: Indicate materials, component profiles, C. Formica, and elevations, assembly. methods, Joint details, fastening methods, anchorage details, accessory D, Substitutions: not allowed. " listings, hardware location, and schedule of finishes, ' All in accordance with WIC requirements 2,04 PLASTIC MATERIALS C, Sampans: Submit two samples of drawer pulls and A. Plastic Laminate;AWI, 0.040 Inch for horizontal Whinges and'other hardware, illustrating hardware finish surfaces, .030 inch at vertical surfaces; ,025 incR and attachment. - cabinet liners; General Purpose quality; color and pattern to be selected, matte surface texture. Provide 1.05' QUALITY ASSURANCE PVC edge banding pre6ise(y color matched with selected color A. Perform work in accordance with WIC Customuali q ty. B. Solid Material; 0'.50 inch thick, one-piece, monolithic 1,08 QUALIFICATIONS design, methyl methacrylate; binder, homogeneous material Without coatings or laminations, Lavatories A: Manufacturer; Company specializing in manufacturing and sinks shall be cast and joined Integrally 11 with the the products, specified in this section with minimum tem counter tops, per•,Drawings; II years documented experience, 2,05 ACCESSORIES SECTION 06410 CUSTOM CASEWORK,,.,. ! G RIFFI.T,H &-,A, S SO C I A T E ADDITION TO BUTTE COUNTY 16Q6, lt7(200Q FIRE STATIONNO. 74 GddleyCalltomla B. Wooden Wob: per manufacturer's standards. OSB is G, Frame openings between joists with lumber In on, approved web material. accordance with Section 176112, G. Metal Webs: per lnanufacturar a atandarda, f 1. Coordinate placement of sheathing with work of this D; Joist BridgIng; Type, size and spacing tecgmmended section, byjolst manrJfacturef. 3IOTOLERANCES E. Lddgor matoriel,'LVL lumber as Indicated. A ,From in0 Members: 1/2Inch maximum, front true 2;03 FABRICATION position:, A, Fabricate joists to achieve structuml requi,; mants 3,00 SCHEDULES specified, and the following characteristics: 1, Wood web jolsts: example productTrus,loist'rJl A Rater to prawings„ HOOP , r END OF SECTION PART 3: EXECUTION 3A1 EXAMINATION A, Verify that supports and openings are ready to receive joists. 3:02 PREPARATION A. Coordinate placement of support item's Including ledgers. ©, Prior to►nst. ,lat(on, carefully Inspect the Installed work of other trades and verily that all such work Is complete to the polntwhero this Installation My, property commence. C. Verify ftt ereetton of the joists may bo in strict accordance with the referenced standards, the original design and the approved Shop Drawings: D, in the event of diecrepancy; immediately notify the Architect. Dc not proceed until the dlscrepancles have been resolved as directed by the Architect ` > 3.03 ERECTION A. install joists in accordance with manufactureta instrucdons: e, Set structural members ,level and plumb, or as indicated In correct position, C. Make provisions for erection loads,; and for suMdent temporary bracing to maintain structure plumb, and in true alignment until completion at erection, all roof sheathing is in place and completely nailed, walls on all four sides compieto including plywood sheathing, tis, downs and anchor boles, and Installad on of permanent bracing. D, Do not field cut or alter structural members without approval of ArchitecUEngineer, E, Place headers and supports to frame oponings ,required, P, Place bloddng as indicated. SECTION 06196 MANUFACTURED WdOD 'JOISTS. . PAGE,. 2; GRIrFIT,H& ASSO_C.I.A.TSS ADDITION TO BUTTE COUNTY 1 1608.1 1012600FIRiw STATION No 74 Gridleycnilforrtlrt A,. Adhesive: Type recommended byAWl iam4w 2.09 FINISHING manufacturer to emit applicitlon, A. Oenerel; all wooden casework shall rooeivt a. D. Fasteners; Mze and type to suit appligatton,: transparent finish, unless speemealiy noted othonvlse, C, Mbi Nuts, waehars, lag's, Pins, and Screws; df size 9. Send work smooth and set exposed nalfe and suawsY ; and typo to suit oppilcadom toncealed,: a owed xposed nails and screws are spedflraliy 0.Concea Concealed Joint F astenerst Threaded iteef. C', Appfy Wood tiller in ex osed nail and screwA p 2:0A H mWmg indentations, A, Hardware. ANSIMI-IMA A 59,a, D. Use Wood 6110 thO rnatchos surrounding surfaces und' of toes recommended for spolled'Onishe3. 9, Provide' compiete hardware list for review, edit and approval:: t. Finish Work 16 accordance wkh AWt -Section 1606. Ci Finish,' match finish sped6ed for door hardware in area where cabinets are exposed u Where' door' IINO-ra. EXECUTION • will select Mil frilsh �m aval able choices, efeQr to hardware acheduletct 3,01 W MNAitoN following this section. A, Veriy ad uacy atb_ Ing and support framing. $,07 FINISHING MATERIALS 3.02. 1NSALLA`I'IC7N A, Staln, paint and Finishing Malollatsf roqulred materials A. Set and secure casawork w place, dgid, plumb, 060` l as Work of this sections m spociflad Ip to be spg level. � (reftlrence Section' Oflfl00lled . 6. Use f6duri ditachmerite in oonooaled Wallops fo f Wail 2,09 FASRICATIdNi cdmponenis,: a ; mounted A, Shdp•assemble tasewdik for dalWe to SitaL16 Unll! Cr Use donoealdd Joint taslems to align and 6dtuta easily handled and to permit paassge'thtough bu►iding adJolning cabinet units end counter tops, apenin9s, fj, Carefully scribe casework abutdno other Worponants, 6.; Fit shelves, dente; and oitposod edges With matching with maximum gaps of 1132 Inch. bo not use additions, venoot 6dglAM Use ane place for Ol length snit+, dver►ay trim for this purpose. 0 Cad exposed 01606lamlhits finish edge! With MMWAI t, Secure cahlhot and bawls to floorusing appropdate of i6ft finish and pattem, or as Indicated,. ahgies and r ltchdraiael, D, odot and DtAwer Pronls. 314: Inch thick,, Push styli, F. dountereink hnohotAg'e dsvloss at exposed locations; Conceal with solid wood pfugs orspecies to ;match E, When necessary to out andfff on site, provide materials Auncunding Wood, finish flrlshWlih stlrraunding with ample allowance forcutting, Ptovkia trim fot aurtoo6s; k scnbintl and site cutting, ' 03 AuJUdliNd P. Apply plastid laminsto finish in full uhlntenupted sheets consistent with Manufncturad sizes, Fit cbtners Arid ,'�, t AdJUst Work Under prowls ahs of d6t�hlon 01X00, t riY Joints hairline, sedUre Wlth conceited fasleneta. Slightlybevei arrisos -Locate counter butt)olrits 1), Adjust dving or opdruting parts to fupctlon erndothiy hilnlmu'rii 2 foe( front slnk cut -buts., ani correttlyr, d4 1 b, Apply laminale back►n0 sheet to Worse sido of plastid 3,64 OWANWO lam►nete finished surfaces, X Clown work unlet pN*11onalof 0066i.fl H Provide dutot is (dt plumbing flAUtdd, appitsnoee campoter dower oordl, fixtures and 6ttlhgs, Verb+. B. Clean caseWork, ddunlers, elvas, hardw,06i fifth e id6stlons of Wduts from on•stte dlrrlensidns, Seat find fixturee, d6nta6FeurlA664 of out edge:~, Flnlsh ox0osed cutout p 1, lurfacos, provide hiatal darriefs and eilchors at heulred torall � ItemA, lndUdlnO oanttlevared Walorled, t dTfnN 66410 ti... _ .. G`U8°tOM CAttLWORit PAGE 4 at GRIFFITH, & ASSGC'IAT'�S ' ADDITION TO BUTTE COUNTY14./20901 FCRR STATION NO. 74 miciloyCalifomla * .^ A.. Balt Insulatton:: Type lk With non-teficctive membrana SECTION 07213 BATTAND BLANKET INSULATION SECTION one side FS HH -1-058 ASTM C6ge; preforms ftber batt or roll; conforming to the folloWing Thermal Resistance; see schedule . PART1 GENERAL Fadbg, Faced on Weis) adjawnt to solid oonstrucllon 1101 SECTION INCLUDES with asphalt treated Kraft paper, faced with F$ P. material elsewhere. A. Sound Insulation D, Batt insulation and vapor barrierin dxteriorwall,, B, insulation, Fasteners: Friction fit or approved metal stud' fasteners, capable of securely and rigidly fastening: acoustical inauletian, calling and reef construction: Insulation in place, 1,Q2 RELATED tMORKSPECIFIED ELSEWHERE PARTS EXECUTION A. na. 3.01 EXAMINATION 1.03: REFERENCES A, Verify site conditions,. A. FS HH -1.521- Insulation Blankets and Thermal, B. Verify that substrate, adjacent materials, and Insulation ano.dry and ready to raceive Insolation, B. FS HH -1.558 -Insulation, Blocks, Boards,; Blankets, Felts and Sleeving; 3,02 INSTALLATION' C. Callfomia Administrative Code, Title 24 A. Install, Insulation accordance With manufacturer's Instructions, 0, UBC B, Install in Walls withoutgop> or voids, E. UFC' C, Trim insulation neatly to fit spaces, 1.04 PERFORMANCE REQUIREMENTS D, Fit Insulation tight In spaces and tight to exterior sloe of A Materials 0this Section shall provide continuity: at: mechanical and electrical services within the plane of vapor and air barrier at building enclosure elements insulation, Leave no gaps or voids. 1,05 SUBMIT TALs E, Tape seal butt ends; lapped flanges, and team or cuts ln-membran-q _with_matchtng.rnatodal,. A,. Submit under provisions of Section 01300, 3,09 SCHEDULES: B. Product Data: Provide data on product characteristics,; performance criteria and iimltalgons. A. Ac ustic insutatlon C„ , Manufacturers Certificate: Certify that products meet or, exceed specified and statutory requirements, Including; R-1 i batt typical at Interior walls CEC Title 24. V batt typical at Interior furring u.o,n. 0. Installation Certificate: Car* that the products Installed moot CECWe 24 requirements; B. Thermal Roof/Ceiling cavity R130 balls PART 2 PRODUCTS' C, Thermal Wall. Insulation butts, faced,,, 241: MANUFACTURERS -INSULATION MATERIALS EXTERIOR 515' furring;: R-15 A, Johns -Manilla Fiberglass; Thermal Dattel END OF SECTION B. Certain Teed Insulation Group, C', Substitutlons•. Under provisions of Section 01800. 2.02 MATERIALS SECTION 07213 BATTAND BLANKET INSULATION PAGE -J, GRIFPITH & A5-SOCIATE5 __. ADDITiONi0SUM COUNTY 1b09t 9/2000 FIRE STATiON NO. 14 Gddieyc6orctnta' AEPHALYSHINGLE MATERIALS, SECTION 0730 4SPHAL7 SHINGLED t7quaro Tab Strip Shingles, U4 Claw `A".Standard: Weight; Mineral surfooed, sotkealing, stab asphalt(tbarglass stdp PART 1, C)MORA1. shingles complying vkh ASTM 0 3010, bearing UL Class "A* axtemal are exposure label and, UL Wnd Resistant" label.. RELATED DOCUMENTS: Korot as &elected byAtchitod to match existing adjacent: Drawings and general prorrlslons ofAgreemohL Including Available Produds: 9ublect to compliance With General and Supplementary conditions, appy to work of this, requiroments, roducta which may be Incorporated hi the section. work Inctude, but are not Ilmited to, the following: DE&Cf21P1'I6N bF wORK p'iroscrodn SIM ✓s 8on/Gansia't 801060: Materl&to Extant of shingles Is IndWtod on drawings and It haheby Co, defined to include units employed as weather protection for Fibsrglais Asphalt/26; The Celo*Corp, walls as Wali he for steep mots Glasaggard, Cartalnteed Corp. Edgade` PlintkotelGenstat 061Ming Matorleft Co, Sonanal; W Corpotation, 40AL,fTYA8SUAANCE: Tougtf•Glass, Georgia Patifio," _ Etre Idu hl; Manvtne tluhding Matod&14 Cote; UL Listing: Provtdo labeled matodala whlclf have boon Ciaseld Ptde; Cwens•Cotntng pibergiar Corp. terlsd and listed by UL for Class and crating lndleatted for each shingle type re4ulredr :Asphalt-Eaturated lgooilnl;l;eh: No, ia, unparforah+d' broanio telt, 06MON100 with.ASTM 0 2281M I, 3611 wlde, SUbMt7•tAW, epptommito weight ie lbs.fsquotc ... n Asphaltlino ht nId fr an u whh A3 Di2d27soilg hof bIfcAllan� dtrgdnsothgmmdenIncluding to that, ©ply with, mtiulromente HIp ah Rktge Shlhgles, Job•tabdoated volts tut frofr'i adlual '01"418i Used, Sanlpleat Submit full fangs of samples for color and texture aoiedion, A40 saledlon, submit 2 fall -ilio shingles frit W161,Aluntinum or hot -dip gah ahtr:ed t 1 or 1l•gage oharp. verli catloh of each oolorlstytalloxtura selected, polotod, conventional rooting nelis with barbed shanks, mtnlmum We" diameter hdidl tend of sufnol ortt length to Maintenance Steels $9t of each typelColorNexaurg shingle penetrate 314" lntd solid decking Iir to ponatrata thrwf h used In the worn plywood sh6athir7g staples; IR4 $IATIQN No, 74 000yogr �r�I,nxt�� rvar��a�er� I'000gmtOw* l ��wwksoonwopmw#oq" � Por* WAO ►GA� AA Y�+IL Iii iA�M Mme! (oft hove bo" WOW #W$ fte+ �y IWO n"u"a o ► in int tr�+ra giant a imsr*k" am I wo of oom "Is to hou Im p4c* Wo 044ft 444"af'"oimrt�arlt art�d �tr��t(tn�►]I'1INI�nllt.. we�u+4� txpoau� ' nvrtrbe4 od I� � po0 #hfn�kp a Ian dry momf *w.Cho* Mot to Noun .U�► LLL' ii iLSu61t'.G ��A1714IA Ml PI� ... !'121, ST M14�T1A'4� �M-- -`S�®:�mMerll"'-""'y .:•:_- .y■ry�.._�Y,��. Figs STATION NO. 74 c&ky00000d 0, U��rwsia�q PM i �+ col Stamottaxt tot, 6w - ��ktlk0001.66 �� dOuffimA COT OWftA MoA#dw �**q w—=�,raira11i!triiv s ft A, VU twi A fM Aft iNi6r IUPai ttliSlsiia fowl I l w As ` I •irY9k�e Va�io?' n MatMnlailsxt a j9rt rtlism I'm wtiiaiw ' *A eiict'YVo maom, &EG�'lotr n�d�d , $�1tL"f�,JP �wt�ii' f�Yl��u� RtyfSFf� , GRIFFITH, A3 -,0C! 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Amy IN AMMON OAWAWAMft IL r.t>�►wow ra d t' i itiz Of PAGE 411 GRIF`FITH & ASSOCIATES Al7DITiON TO BUTTE COUNTY 16081' '10`12000 FIRE STATION NO. 74 Gridley California 2.05 FINISH • , " ' A., Bark paint conbepled met of aurfaces with protective backing point to a minimum dry flim thickness of .16 PART 3 EXECUTION 3.01 EXAMINATION . A, Verify roof openings, curbs, pipes, aleeves, ducts, or vents through root are solidly pet, reglets in place, and nailing strips located. , 6. Verify roofing termination and base flashings are In place, sealed, and secure. 3.02 PREpARATICN A. Install starter and edge strips, and cleats before starting Installation, B. Install surface mounted reglets"true to tines and royals. Seal top of reglets with sealant.' 3:03 INSTALLATION A. Conform to drawing details, and those included In the SMACNA and NRCA manual; B, Secure flashings in place using'concealed fasteners. Use exposed fasteners only where specifically permitted,,w c'APpIYplasticca cement compoundPotnd between" stat +' flashings and felt flashings, D. Fit flashings tight in place, Make cornem square surfaces true and straight In planes,.and lines accurate ' to profiles, E. Solder metal Joints for full metal surface contact, After soldering, wash metal clean with neutralizing solution and rinse with water. F, Set splash pans under downspouts at lower roofs, G. Ceai metal joints watertight. 3,04 FIELD QUALITY CONI', blL A. Field Inspection V VIII be performed under provisions of Section 01400: R, Inspection will Involve surveillance of work during installation to ascortaln compliance withspecifled requirement,. .: , END OF SECTION SECTION 07820' _ _.'. SHEET METAL F'LABHINd ANl1' TRIM - PAGEc2 ' G;R1F_FITH'& ASSO`CIAT'ES„; ADDITION TO BUTTE COUNTY 1608:'9/2000 FIRE STATION No. 7.4 Gridley Califamla B ” Deliver products In e ufactUrers argl I i containers, dry, undamaged,ivith seals and labels, 2,03 BITUMINOUS MATERIALS Intact. A, Asphalt Bitumen: ASTM.D312, Type Ill. C. Store products in weatheiprotented environment,1 clear ofgrourd ground and moisture , ; B; Asphalt Primer. ASTM D41. 1.11 ENVIRONMENTAL S NTAL REQUIREMENT C. Asbestos Free asphalt roof cement ASTM 0 A. ' Do not apply ^roofin membrcne during unsultab 9 le 4586,,type IL , is below 40 D. Asphalt Emulsion:ASTM 0122 7: degrees F orabovel 95 degreeestFre B. Do not apply roofing membrane to damp or frozen 2,04 FLASHINGS deck surface or when procipitation is occurring; A. IDynofiax" bituminous flashing w/ integralsurface., C. Do not expose materials vulnerable to water or sun damage'in yuantitieg greater than can be 2,05 ROOF,SUjRFA CING weatherproofed the same day, A. , , Mineral Surface Cap Sheet;, 1.12 COORDINATION B A, Coordinate the work with Installation of associated 2.06 CANTS., ; counter flashings installed by other sections as the Work of thislsection prone®ds. A. Wood Cant Strip: pressure preservative treated, 1.13 1MARRANTY 2,07 ACCESSORIES A. Provide, manufacturer's'standardtwentyyear "no A. Insulatlonboard;, 5?,"retrgboard" dollar limit" limited warranty. B, Insulption Joint Tape: Asphalt treated glass fiber ° rein',*d;6dnches.wide;selfsdhering., t u" PART 2 PRODUCTS C, Roofing Neils: Galvanized, hot.dipped type, size 2,01' MANUFACTURERS • SHEET AND BITUMEN and configuration as required to suit sppllcatlon, par manufacturer's,instructiona, MATERIALS - `D, Walkway protection:' approved' fibrous mat for A. Example ProdUcs:' maintenance traffic areas. Schuller Manville system AGIC, modffied to E. Expansion Joints: manufacturer's approved provide 20 Year warranty. accessory or detailed assembly y Br Other acceptable manufacturers oaring equivalent products.FART 3 . EXECUTION Owens Coming Fiberglass 3.01 EXAMINATION': C. ` Substitutions: submit complete manufacturers A.Verify that surfaces and site conditions are ready to recelve,work. Do not proceed with roofing work. " data., until conditions are acceptable to roofing 2.02 SHEET MATERIALS manufacturer. " B, Verify substrate is supported and secure pp A. Dry Sheathing Paper, ASTM D549 red rosin paper, unsaturated, C. Verify substrate is clean and smooth, flat, free of depressions, waves, or projections, properly B. `Base Sheet:ASTM D4601; Type II UL Type G2 sloped to drains and suitable for Installation of roof OUR system: C Glass Fiber Felts! ASTM 62176, Type N., (GAF D. Confirm dry deck by moisture meter with 12 GLASS ply -6 or Schuller Perma•Ply R) percent moisture maximum, . D„ Mineral 9Urfaoed Felt cap` sheet: ASTM 63909; white colored mineral granules. SECTION 07610 . ,; •, BUILT•Ur XSPHALT BITUMINOUS ROOFING' .. °'4 "' ",• .. PAGE -2 'YI GRIFFITH & ASSOCIATES + ADDITION TO BUTTE COUNTY 1,608: 10/2000 - �� FIRE STATION No. 74 GridleyCalifomia SECTION:08111 STANDARD.STEEL,DOORS 1.06 QUALIFICATIONS A. Manufacturer, Company specializing In manufacturing; the Products specified In this section with minimum five PART 1 GENERAL years documented expadence. 1;01 SECTION INCLUDES 1,07, REGULATORY REQUIREMENTS A, FIUsh Insulated steel doors. A Fire Rated Door Construction, Conform toNFPA 252 9, Insulated steel "store" doors and UL 108. 1,02 RELATED WORK SPECIFIED ELSEWHERE B. installed Door and Panel Assembly: Conform to NFPA; 06 for fire rated Wass„ A. Division 6 - Standard Steel Frames, Flush Wood Doom, Door Hardware, Glazing, Aluminum Windows 1.08 DELIVERY, STORAGE, AND HANDLING 8, Division g - Painting: Field painting of doors. A. 'Deliver, store, protect; and handle products to site under provisions of Section 01600, 1,03 REFERENCES B. Accept doors on site in manufacturer's packaging, A. ANSI A117,1 Specifications for Making Buildings and Inspect for damage. Facilities Accessible to and Usable by Physically 1r' Handicapped Code "CA•UBC" C. Break east on-site topetit ventilat Ion, B. California Building iite 24, UBC) 1,09 FIELD MEASUREMENTS C. Americans with Dlaabllitos Act "ADA" A. Verify that field measuroments are as instructed by the D, ANSIISDI.100 - Standard Steel Doom and Frames, manufacturer, E, - Zinc-Coated (Galvanized) by ! 1,10 COORDINATION e Het Dip S�aeSheet, A, ; the rdware F, ASTM C236 - Test Melhod for Steady-State Thermal dooCoorframe and dour hainate Installation, ,. Performance of Bullding'Assemblies by Means of a Guarded Hot-Box. PAR72 PRODUCTS 0. ASTM E152 - Methods of Fire Tesla of Door 2.01 ' DOOR MANUF ACTURERS 'I Assemblies, X. Republic Buildors Products; H, ASTM 5413 - Classification for Determination of Sound Transmission Class;. B. The Coco Corporation, ,r h Door Hardware Institute (DHI)-The of Iand C. titan MetalProducts Inc, ors Steel Fnstallation Commerc, Insulated of Ste Doors Inteel Woo Frames and Bulidor's Hardware, D, Substitutlons; Under provlaions of Section Q1800 I NFPA 86 - Flre Doors and, Windows. 2,02 DOORS K. NFPA'252 • Fire Tests for DoorAssemblias, A. (Thermally Exterior Boors (T ' Brokon): SDI-160 Grade,I model 2, L, UL 106 - Fire Teals of DoarAssomblles, B. interior Doors (Non•rated)I SDI 106 Grade 1 Model 1 1,04 SUBt✓,ITTAL3 C, Interior Doors (Fire Rated): 8DI-100 Grade 1 Model 2, A, Submit under provision of Division 11 2,03 DOOR CONSTRUCTION B, Submit manufacturer's data, including specifications and manufacturing Information. A. Face: Stool sheet in accordance with ANSI/SDI-100; 1,0s DUALITY ASSURANCE B, Cora: Cardboard honeycomb at interior polystyrene foam at exterior, A, Conform to rogUlrements ofAN51/01o0 and ANSI j� At 111 and codes and standards, SECTION 68111 _ STANDARD STEEL DOORS PAGE a q '� wy,W.....W,-•It W ray, 5 .au^Y i Ir' •1 "''--' w.,`.--wY,`r 4.+uw.Y.'1.""""<2k'fd GRI: IF FITH & ASSOCIATES I ADDITION TO BUTTE COUNTY 1608: '10/2000' , FI RE STATION No. 74 GrldleyCalifornla �*� } I A. Manufacturer;, Company specializing in manufacturing ; SECTION 07900 JOINT SEALERS the. Products specified Inthls sectlon with minimum five years documented experlenca. B, Applicator; Company spuclallzing in performing,the a PART 1 GENERAL work of this section with minimum five years documented experience and approved by 1.01 SECTION INCLUDES manufacturer, A, Preparing substrate urfaces; 1.07 MOCKUP B, Sealant and joint backing A, not. required, C, Foam Fire stopping, of penetrations, 1.08 ENViRONMENTALREQUIREMENTS , A. Maintain, temperature and humidity, recommended by 1,02 RELATED WORK SPECIFIED ELSEWHERE the sealant manufacturer firing and after Installation,. A. Division 4 Mason: 1.09 COORDINATION B. Division Dcors, ffrromes; C Dlvison IS Mechanical A. Coordinate work with all other trades. D. Divislon,16 Electrical B. Coordinate the work with all sections retwen,Gng this section. 1103 REI .,n'cNCES PART 2 PRODUCTS r A. ASPM C790 - Use of Latex Sealing Compounds.: 2.01 SEALANTS tb B. ASTM C804 - Use of Solvent -Release Type Sealants. A, Polyurethane Sealant (Type S or M): ASTM C920.79 r �tf C,, ASTM C834 - Latex Sealing Compounds, single or multi-cornponent "sikafle.x I a or tans" or equl. D. ASTM C919- Use of Sealants In Acoustical ' Applications. B. F rearesistive aslant; Polyurethane to of mer sealant rp . y (Type S or M); ASTM C920-79 multi-component E. ASTM 0920 - Elastomeric Joint Sealants. system as manufactured by Tremco Cleveland OH, two hour rating when installed. F. ASTM D1056-- Flexible Celldlarr Materials - Sponge or C. Foam firestopping: intumescent foam: Hihi FS ONE Expanded Rubber,; D, Acrylic Caulking, palntable non sagging non staining G. ASTM 131565 - Flexible Cellular Materials• Vinyl nonbleeding., Chloride' Polymers and Copolymers (Open -Coll Foam); E. Fire retardant sealant as recommended by Glass H. LSWRI (Sealant, Waterproofing and Restoration masonry manfacturer. Institute)'- Sealant, and Caulking Guide Specification, L AS -IW E814 "Through penetration firestop test 2.02 ' ACCESSORIES 1.04 SUBMITTALS A, Primer. Non -staining type, recommended by sealant A;. Manufacturer's installation Instructions: Indicate special manufacturer to suit application. procedures, surface preparation, and parimeter B. Joint Cleaner: Non -corrosive and non -staining type, conditions requiring; special attention. recommended by sealant manufacturer; compatible B; Color samples of actual product when exposed to view, with joint forming materials. C. Joint Backing: round, open cell polyethylene foam rod; 1.05 QUALITY ASSURANCE oversized 30'to 50 percent larger than joint wldth, per recommendation of sealantmanufazturer.. A. Perform work in accordance with sealant D. Bond Breaker; Pressure sensf'ive tape recommended manutacturer s requirements for preparation of surfaces by sealant rnant,Kacturer to suit application. and material installation Instructions, y' 1.06 QUALIFICATIONS E. Foam forming/damming materials: as recommended by � foam manufacturer to suit application.. pp SECTION 07900 JOINT SEALERS PAGE -1' i GRIFFITH & ASSOCIAT'ES ADOITIAN TO BtiTft COUNTY 1604: l0[2R00 FiRE STATION NO, 7. CridleyCgptomla PART EXECUTION B, Measure joint, dlmenr lon4 and slze matedils to;achteva J , 3.01 EXAMINATIONrequired wVNdepth retioa. A. Verily that substrate surfaocs and joint openings are C, Installjoint backing to achieve a neck dimension no greater than U21of the Joint width. �s � ready to receive work. B. VerHy that Jolnl backing and release tapes ale D, install bored breaker whore Joint backing Is not used, compo tlhle with sealant E, install sealant time of air pockets, foreign embedded + 3.02 PREPARATION. matter, ridges, anal sags. A. Remove loose materials and foreign matter which, might F Apply sealant will In recommended applIcAtlonj y temperature reMris, Consult manufacu srwhen , Impair adhesion of sealant oplied teat cannot bri dp lied within those ttlmpetaturaY Clean end prime joints in accordance with ran g Manufacturer's inatruttlons, Q. Tool Joints concave. C, Perform preparation in accordance with manufacturers 3.04 CLEANING instructions D, Protect eler nts surrounding the work of this section A, Clean work undrat from damage or dlsftguration, B. Clean adjacent sclPed surfaces,o1700, 3,03 WSTALLATION 3.05 PROTECTION OF FINISHED WORtG A, Install sealant In accordance with manufacturer's A. Protect finished Installatiok , } insUuctlona, B, Protect sealants until cured. l 100 SCHEDULE �Locatlon 7YP4 _ A. Door Frame to Wells A-1261yurethana Color �1g a91ed b B, aless MAsoOKto Walla M( 44d C, 'UndorThresholds A-010tvtygthane --Art t3lark D. Magonry LoIntsA-Potvurelhane As selected E. CeramleTlle A PolvuMrhane As 511040 F. piumbinofixtures _ _.6PSflYurglha119 --whhowhko O. ftrpenetrations Clnto*Msa+nttoa a+�r.,a.i l; ti. wall panetrat(ons C tntummont foal as selecie' t, firewall penetrations B EMnalsm sealant as seceded J. firswalt penetraRiona O r^h scent t�oanl 4s seledod Klot,QdorD• Acrylic asaele�ed i, I END OF SECTION SECTION 07000' . _. JOINT SEALERS' . PAGE -Vit' ....... :_...>.�,., .,.. .. .. .._........ .... ..._. ... .. .. _ .........._ .�. _. ....... .. «n«....:... .....�... .. .....,.....-,rk. ,._..—. ...; m...Y,.,nM «'eLC:t..,. �i-:....,.'5k ...,.-...1.a,..:-c _,.�1t, ... G R I F�,I TH .&,;, A S54,Cj A T E S' ADDITION TO BUTTE COUNTY 1600: 1012000 FIRS STATION Nd'. 74 ortdleyCalifornlo C, 'ThennAt Insulated Door. Total Insulailon U Value of .20. A, AdjuatWorkund6tproVIslohaot$eiWon'0i7t)d'. 2,04 Adm 0Ries Z. A4100 door for smooth and balanced door *Vertront A. louvers aper Drawtnpajt SOL,Z4$ manLfactur+ed by SCNEbUliS refer to drawingA Tor sthertulea lndicatlnd XN. Crowdetk Ina example products MAterlai and pinl*.Jtoll ionxrd steel Wipe Door o% xlnc. SND Of+ stnolsl 1.6werBtAde! Z blade, �reme:Wittti tamper proof fa3tener3i, 9. RemoVeAble Slope: $tolled staet shape. mitered r omerd prepared for counteretnkstyle Wcrawa'; C. Pr►mer: �inochromatetype'. , l=AbRICA1ION A, Nbileate wore with hardWare relnforcemeniwekled 16 place', D. Attach 06 toted label to ndch doo"t unfi C, Mose top and bottom edge of exterior dooni With tnvorled atoelchannel closure. Sesl Jolntswaterilpti€ 2.1113INI}i A. Sleet shWet k . . b; Primer; baked.. PARt'S, EXECU11dN 1 Ui. tXAd±WAtid2 } X WIV ihot aub§trata, 60064 sues and b leM'nce+t drop acceptable: .0,02' iNS�`AitAlidiJ' A, install dons M accordance with AftisbliiO and DHL b. Coordinate'tnstatiatlotl'otgiansand blatlnj. C, tnWtai[rlootloLvcreV!Nerb shown ch i7rawln�g, phtml and Leval. D. d660d natd lnstallAtlon'cidoota with lnatdllatldrt of tramps spec ified in S'ectton nand and hardWare epbcitied in Section 00216. E, "touch.uo tetioty NlaWdoors, 3.tl3; EREG1`ION "tCj.�k%1NCbb" A, Maximum biayonat bidtortlont "IM Inch h1Wa$ured wills' etralght edge, cximorto i omer, Irl I.04 AbjUstlNti 9E1:rii�N bol11 _ „9 ANDA�u szir�st+t; Rb . ..,... .:; PAGEY2 GRIFFITH & A.ssocrAtIES I' AODMON 70 WE COUNtY 1608: 10/2000 FIR5 STATION No. 74 �ttdt4YCotlt�ia D, Saroples: Submh 2 aanipba df each latcheeC' k! pe, St"bN 00710 600R t VAIMARE'; ilrustratfn0 aryls, tow,agd AMA, d. Sampias: may be lncorporated ltd the Wolk; PW i CI ENERAt. 1107 `FROJECt GtECditO DOCUNiem" 1'.01 SES' 6NiNt LUOeS' A 5uhrtvturlderprovlsldrtiani�ecNdntll7oq; A HatdwW for hallow stool doors. D, Rae6rd oduai bastions of katatled tylk &ts stld their b. YVealhet atttppinq, susis and door oaskstaF mailer key bate. 1,06 QUALIVAt330ANCtc' C throltibids A. Oorfatm work to adwtdsnt wish tho Mowiq 1F6� f�ltt�UC75Pf1ttNtSN�010�N0�`iNSTALLEb tequitetlTants: UN0t R tHI9 $EC l0N t, ANM A117,i =460dihona for WWII laulmoga and Paaliitw Aed"siala to ON A. hd rbquttenviot Uaabte by phyiwly "dodleopod Pedpio. S. WA f,03 . PlObUdU INSIALLEO t3tlt NON0161-1110 p1F0jqV1, S. NFPA G, UN<��R THA M116N 4k NPPA 28 & C"E4' A4, nano 0. AOA �V^� 1 Ftl4 CBth'tED WbNK SPECIr:ItrD rrIEEYVN�IE: i.45 taUALiEidil"i"10Fi8': A Dlvfstan E y Custortt daaawork. Cabinet hardwaro, A irldrtufiatturer G�urrrpar y viowstirw ht htanufddurtng thh Products speOMd in this seWon with tSilnirhum Ww a b« btvlslon 0 r t?latrdc d SCaal't5tlora years 6x0d4 ttit, d - bhrtsion ty • Stenddo3 Steel t`tsrrtas, dF ktkdwii i Supptiet« doI*init ipotiatt m4 m 100w C6nxnerdai door h rrtwaro.wrltt 6 years b0ditdntm, t,0li NEKStiEritrSB' 1.1E' RSaU1At0aYPStiU1Rr:MENi� & ANM Ail i 1- toil itaddna for MaWd Euildtnoa and to Usable by Phy*gtly A, donfioml to dppileab'A lode! tot�utretitdntill ' Ntlutloa Aebisslbid and 1pollabld to f tti tilted add olidbtdti 966W46l?1e doota Ndndleappod Odopla, and fratnetw NF, PA W* i Iito 06ata Win 6dowa. iyttydudd Re t Ulriho i:lddtledi donttddton. Luted ami O'n Atnri � Artltita�tufal4Vaodwdrli 1nslltutra �'i`�uai`dy' dd3eitted trndenktltdldY Laborelotids� tnd., tdsting emi ac'eeptable ld the sulhorttirfiavlrtg Iurisdlotloti mai Stdndirda, subble ft>tlhd Ou"m i"aled'and indtcated fx, ppA 101 x lode far Sa,efyt !d Life from r✓ire In' i.i i bELiltr:Rir'i S?tSNAti�, AND ftANCiLtNt�: utldlnoi+OdStruof 'W, A. i�eINdr,aterd, pwtt cl and handle, phAtiat to 604 uAdit >` NptyAoliz = pits sots bt boat Asaambiiris, pravlatons of Sutton 016004 t=« Ut< 105 •'Piro'Josts'of tlodf tisserttbiidsR d t abkdo5hdrdward items Indlvi U �, loW and idonti(Sr, boob pdtkaot3 "Ji dootopenlno build to hatch d: ULSOt+'anioNdfdweraa ita0406kliddule, H: Ametlea6i Wih Dtsdblilild Ad',WA Lit t 66AItili�i00N, 1, CslIto i ldtaSuttdlnolode'jjtitk►2�1 tib' `t:A-Rifad� i F Aw Cbcrdls7dld`titdWilk Milk dthdrdiM*altecttld, 'r i,bd SUfliui117Ak 5: ad+ ons InvoWiriO tnanufddurd dr fabrltaflotl of lmirml, Submlt 66141ete frgmword flit for tevlo% Arid i0oroVai reirifertafrkiittf0r loaf tardwdr+o, Reblse it tvitivasled td iWiNdI64 of thhmdt and ' i,i WAf#ltAN1 t Ar�cttlter A, P OW6 tido yadtrVakirl Uhddt p ovieioris 6f&Mdhl tybba HAAbWANS . . ..:...:: . . .::. PAOEo1` GRIFFITH :& AS'SQCIAT_ES i ADpiTIQN TO OUTfE COUNTY 1608."t0/2000: FiRE STATION No,, 74 GrldieyCofomicr w,.AI A„ Coi.fomt to rettUkamanis 4f ANSUSDI.100 and ANs,I SECTION 08112 STANDARD STEEL FRAMES; Al 117,11 B. Label all fire rated frames with an approyed label per tasting lob aretory and code requiremerits, PART1, GENERAL 1,07 QUAL IFIGATIONS 1.01 SECTION INCLUDES A, Manufacturer Companyspedalizinp in manuf acturing the Products epedfied In this sadionwith minimum five: A. es, Non rated and fire raked steel (ram yearn experience, 1,02 PRODUCTS FURNISHED PUT NOT INSTALLED 1.08 REGULATORY REQUIREMENTS UNDER THISSECTION A, Fire Rated Frame Construction; Conform to NPPA 252 A,: na and UL 108, B, Installed Frame Assembly; Conform to NFPA 00 for lne 1.03 RELATED WORK SPECIFIED ELSEWHERE rated class sante as fire dor,. W �, A,' Dtwslon 8,: pod boors, Do.,, hardware 1,09' DELIVERY, STORAGE, AND HANDLING' B. Division a,Paindn i;Field aintin of frames. Q painting A. re Deliver, otrotact, and handle products to sb per q . manufacturer. 1,04 REFERENCES B, Accept frames on site in manufacturers padkaO v. A ANSI A117;1- Specifications for Making Buildings and Inspectfor damage, Facilities Accessible to and Usable by Physically' Handicapped People 1,10 FiELD MEASUREMENTS B, Colifomto, Buikling Code (Title 24, USC)'CA•UBC. A. verify that field measurements ere as indicated on shop C, Americans with Disabilities A4 'ADA. drawings and as required;. D. ANSUSDI.100, Standard Steel Doors and Frames. 1,11 COORDINATION' E. ASTM A526 - Steel Sheet, Mno-Coated (Galvanized) by A, Coordinate the work with. name opening construction, the Not -Dip Process: door and hardware installatlon, F« ASTM El62- Methods ofFire Tests ofDot PART2 PRODUCT,$ Assemblies, 0. bHi-Door Hardware lnstitutmThe Installation of 2.01` FRAME MANUFACTURERS Commercial Steel Doors and Steel Frames, Insulated Steel 000, In Wood Frames and Bulklo.'s Hardware,' A., Republic Builders products, H, NFPA80-FimboorsandWndowsM B. Substitutions; Underprovlslons"ofSection01800, L NFPA252-FireTostsforDoor Assemblies, 2.02 FRAMES J. UL 108- Fire Tests of DoorAsacmbiies, A. door rsss~dttad in Section 0.110 Qtado and Model of pe 08111, 1.08 SUBMITTALS B. Frames; gg l8 age thick material, base metal ' A. Submit under provisions of Division 1, thickness,erior B. Shop Dravtings: Indicate frame elevations., C, Interior Frames: 18 gage thick material, base metal reinforcement, and finish. thickness; C. Product Data: Indicate frame configuration, anchor types and spadngs, location of cutouts lot hardware; p 03 ACCESSORIES _ - reinforcement. A, Silencers; Resilient, Mod Into drilled hole. D', Samples: Submit two samples of frame, 8-x8 inch In size illustrating Comer assend ly,,factory finished frame 5„ Bituminous Coatis Fibeted asphalt emulsion'. colors and surface texture. E. inufacturees Installation Instructions; Indicate aped6h C. PrImoG Cernfl`04 compatibts with finish coating; installation Instructions, 'Ot t ABRiCATION F. Manufacturet"t Certificate: Certitl that products and fasteners meet or exceed spedfied requtremenb, A. Fabricateas welded unh, unless Drih (e framesss knockdown ,. 11,08 QUALITY ASSUONCr- SECTION b8112' STANDARDSTI5EL FRAMES' ..: _ __ _ PAGE -1 R(yr.TY,YtiMyip�il,. 1: JJ itjp:.YT (y�.y�OR""A. A�. t*o*¢g..y A,( . 1�, ��y��q��,'�,#`,`' gyp, " 11�SP�S9� AAW W I{!YI i�AiJfR.' l[m foo, }"mt$O*.. Wit MOW" tr9A �y�l y��yy..�y - ,bt y y�y yy��j�. :AMOfAMRIAPM*tjiCY'Ne'. tM .uW�eQ.�i4�Ali ,+, .�p(..'.�%4G /�� S.61 MtA"U* 11 VIA O*Ift rrr�lra/Iv f l6t 9"M: MAI rr", .�i.e "nr i�WN.r a ' • w .u' m• an � W � '.ulnr%4: PAGE ,,.� FIRE STATIQN N ►, 14, IF?I +► ban wokN*om woomwown kM N► P4"4 FW." X1100 whom kw atoof f"19 009000 a�!w, a�� 4�rx� N4 A�1� ►�3 tom, �I Pte, f �M w5th Meat Cot PMT; "FOO OF► 4,01 VWAWAT" �n Nw Mota '» Nocoo 04wow, iA tnwwWvM a mym �r. 1 t QN; ICA= Me STATION Ndo 74 wd"oaobod tell r� � tel Px - 6f *ow boa lLOr ��d��'�ilil��iX ATu7 � 7i�7Sidi, LN V"¢RYC��Y►'�IeM�,y,,�l�.�°r�n°y y ,e.0U,y�1i'�Irn,.m .3�lISlA Ff7�� Vm7. lSVR�T.iR�nlS. �.v..e •- ,. o,.�,.�-.:,nom.. ,w. <. .. ,•. GRIFri TH,& ASSQCIATE,S ADDITION:T,O 9UTTE COUNTY 1 dOt3: 10/2000 FIRE STATION No.74 Gridley California ` PART 3 :EXECUTION "` 3.06 TOLERANCES & Maximum Variation of Finished Gypsum Board Surface 3,01 EXAMINATi9N from True Flatness: Inch In 30 feet In an y dlrection,, I ' A, Verify that site condGlons and substrate are ready to receive woric Verify that framing meats specified 1 ` END OF SECTION flatness prior to beginning work. Do not proceed with work until all items are acceptable. I ` 3,02 ACOUSTICAL ACCESSORIES INS-%LATION A. Install acousticalsealant at gypsum board perimeter at; 1. face layer, for two layer syatems, a 2. all penetrations of:gypsUm board by cont; ;it, pipe, duct work, and rougMn boxes. 3. Verify that all sound paths are interupted with acoustical sealant , 3.0T. , n ;GYPSUM BOARD INSTALLATION, A. Install gypsurn board in accordance with manufacturer's; Instructions, UBC, and Gypsum Association standards', In accordance with approved assemblies, PP ' B. Erect single layer firerated gypsum board horizortally, with edges and ends occurring over firm bearing,, , C. rise screws when fastening gypsum board to furring or framing. D. Treat put edges and holes In moisture resistant gypsum board with sealant, E. Place control joints consistent with lines of building spaces. Where gypsum board extends further than 30 feet In any direction, or as directed by, Manufacturer, F. Place comer beads M external comers. Use longest practical length:, Place edge trim where gypsum board abuts dissimilar materials and as Indicated. \4 3,04 JOINT TREATMENT A. Tape, fill, and sand exposed joints, edges, and comers to produce smooth surfeo vady to receive finishes. e, F '1her coats onto adjolning surfaces: smooth.'' C. Taping, filling, and sanding is not required at gypsum board surfaces behind adhesive- applied ceramic tile. D. Tape joints and comers of oementitious backing ;board. Y 3,05 TEXTURE. FINISH, A, Spray apply and finish texture coating as Iridlcated in ' accordance with manufacturer's instrugtions:and as approval by the Architeatafter application *f first coat of paint system, " B. Required textures: I . Light machine texture, typical Unless otherwise indicated SECTION 09260 _... ....... ........... _ GYPSUM BOARD SYSTEMS.,' PAGE-2 t y GR1F FIT H & ASSOCIATES i ADDITION TO BUTTE COUNTY 1608: 10/2000 i! FIRE STATION NO. 7.4 GridleyCalifonta SECTION 09307 CERAMIC TILE: A. Submit under provisions of Division 1, Maintenance Data: Include recommended clashing methods, cleaning materials, stain removal methods, PART1 GENERAL and: polishes and waxes. 1.08' QUALITY ASSURANCE 1.01 SECTION INCLUDES A. Ceramic 8leb6so finish using the thinset appiization A, Perform Work in accordance with ANSI A137.1' y K methods; 1.07 CODE`•' AND STANDARDS I'm RELATED WORK SPECIFIED ELSEWHERE A. Perform Work in accordance with all codes and A. Division 9'- Gypsum Wallboard Systems: Wall standards, including Americans with Disab(lites Act "ADA" substrate surface. California Building Code (Title 24, UBC) "CA -UBC" B, Division .7`'- Joint Sealers: Mildew resistant sealant. 1,03 REFERENCES A. ANSI A1o8,1- Installation of Ceramic Tllu with Portland 1,08 QUALIFICATIONS Cement Mortar. A. Manufacturer, "Company specializing In manufacturing in this s specifiedProducts action with minimum ten 6. ANSI A108.6 • Installation of Ceramic Tile With Dry -Set years expert ce Portiand Cement Mortar or Latex Portland Cement Mortar, B, installer: Company specializing in performing the work. of thfe section with minimum five years experience. C, ANSI A1064- fnstallatlon,of CeramlcTlle+tiith Modified „ Epoxy Emulsion Mo6dGrout: ' to9', DELIVERY, STORAGE, AND 1 ANDLING b. ANSI Ai A Delivstohandle products to site as required byrm nufaciured E, ANSI A118,10 Dry' -set Portland Cement Mortar, F. ANSI 4118,3 •Chemical Resistant, Water Cleankle B. Protect adhesives from freezing or overheating in accordance with manufacturer's Instructions. T and Grouting Epoky and Water Cleanable Tgs'SeHingEpoxyAdhes(ve, 1,10 ENVIRONMENTAL REQUIREMENTS G. ANSI A118.4 = Latek•Portlamd Cement Mortar, A, Do not install adhesives in an unventilated environment H. .ANSI>ti1ltt,e -Ceramic Tile Grouts, B. Maintain a minimum of s0 degrees during installation of h ANSI Alv • Standard SpecKcatfons for Ceramic mortsr mateNals, Tile, 1,11 EXTRA MATERIALS J. TCA (T'ife Council of America) • Handbook'for Ceramic Tile Installation. A, Furnish under proVislono'of Section 01700. K. ASTM C160-'SpeciReatfons for Portland Cement. B. Provide to sq.tt of each size, color .and surface finish 1,of ilia specified, L, 11 ASTM C200.Opocifioatlons for Hydrated Limo, PART2 PRODUCTS M. FS TTS 00164% One Part S," -,one Rubber, 2,01, TILE MANUFACTURERS 1.04 SUBMITTALS A. Dal -Tile A. Submlt,under proVislons of Division 1, B.. C. American Olean Substh Ilons: Under provisions of Division 1, B, Submit samples and manufacturers data C, submit sample of lila and grout in place on backing 2,02 CERAMIC TILE MATERIALS board with sealant A, Ceram1d Tile (reference only): ANSI A137,1 j conforming to the tolb,7ing: 1.05 MAINTENANCE DATA i'eCT10N'09307 CERAMIC,TILEo'iA.. ., . PAGE 61 ' GRIFF11TH'& A,SSOCInTES TO BUTTE COUNTY 1608: 10/2000 S P I O N .N O. 74 Gridley California � B, Acoupticaf Unit Manufacturer,, Company specializing in in this SUSPENDED ACOUSTICAL CEILINGS manufacturing the Products specified section wit!:' limum flus years experience. �,. NERAL 1.67 s . 'FtONMENTAL RFQUIREMENTS', + ; SEtTiON INCLUDES A. Maintain uniform temperature of minimum 60 degrees F and maximum humidity of 40 percent prior to, during, A,- Now suspended acousiic pone[ and metal grid ceiling and after acoustical Unit Installation. syk tem and perimeter trim, 1.08 SF QUENC►NG 1.02 RELATED WORK SPECIFIED ELSEWHERE A. Sequence work under lhoP rovisions of Division 1. A. Division -Batt and Blanks! Insulation. B, Sequence work to ensure acoustical ceilings are not r Installed until building is enclosed, sufficient heat is 1.03 REFERENCES provided, dust-generating activities have terminated, and overhead work Is completed, tested, and approved; A. ASTM C635 - Metal Suspension Systems far Acoustical C. Install acoustical units after Interior wet work is dry. Tile and'.Lay-in Panel Ceilings. B. ASTM 0636 n Installation of Metal Ceiling Suspension Systems:for Acoustical Tile and Lay-ln Panels. 1109 „ EXTRA MATERIALS C. ASTM C865 - Mineral Fiber Blanket Thermal Insulation A. Furnish under provisions of Division 1. € for Light. Frame Construction and Manufactured g Provide 5 percent extra fila and panels based on total Housing.. newof type of acoustics,► panels installed. e D. ASTM E580 - Practice for A Ileation of Ceiling PP each arta Suspension Systems for Acoustical 1116 and Lay-in Panels In Areas Requiring Seismic Restraint. d E. ASTM E1264 - Clas'sification ofAcoustical Catling PART 2 PRODUCTS — Products. 2.01, MANUFACTURERSSUSPENSION SYSTEM F; Callings and Interior Systems Contractors Association (CISr:A)-Acousti cal Ceilings: Use and Practice, ,' A. USO Inserlors Inc,, DONN Cr1 n8, Suspension 1.04 SYSTEM DESCRIPTIONb. Alumax, 'lslon. A,. Acoustical panels set within manufactured suspension C. Celotex CorporationnlV system M Substitutions: Under provlsions,o9Division 1, B Suspension system to rigidly secure acoustical calling system including Integral mechanical and electrical components with maximum deflection of 1/360. `0 . 02 " SUSPENSION SYSTEM MATERIALS , A. Non- -fire rated Grid: ASTM C635, intarmedlate duty; exposed T; components die cut and interlocking. 1.05 SUBMITTALS B. Grid Materials: Commerdaf quality cold rol;ed steel with A. .Submit under proylslons ofbitiision 1. „ galvanized coating. B; Samples. Submit two samples illustrating material andC. Exposed Gild Surface Width: match existing` 15/16 Inch. finish of each typo of required acoustical unit. C. Manufactumes Technical date and Installation D. Grid Finish: Instructions; Indicate special procedures, and'pedmetet conditions requiring special attention. 1, new grid color white^ D4, UL rating data documenting required first ratings. E. Accessories: Stabilizer bars, clips; splices, edge moldings, hold down clips and all accessories required for complete suspended grid system. i,06 QUALIFICATIONS F. Support Channels and Hangars- Galvanized steel; size A. Cid Manufacturer, Company specializing In and typo to suit application, seismic requirements, and manufacturing the Products specified In this section ceiling system flatness requirement specified. y xpor(ance. with minimum five ears e r I�Vr SECTION 09510 SUSPENDED ACOUSTICAL CEILINGS _ PAGE-11 I GRIFFITH "& ASSOCIATES 1I ADDITION TO BUTTE COUNTY 1608: 1,0/4000 `I„ FI E STATION NO. 7r4 GridleyCallfornia 1 is �.: 3.05. ERECTION'TOLERANCES K A. Maximum Variation from Flat slid Level Surface: 1/8 1 Inch In 10 feed 8. Maximum Variation from Plumb of Grid Members Caused by Eccentric Loads: 2 degrees, END OF SECTION 'I y tl I tI I ,l i'• tr. ,I �1 i SECTION 00610 SUSPENDED ACOUSTICAL CcILINOS - _ PAGE 3 . " M•n�,a'+,�.•,.+ww��.�wv.5•,,.xsYwwwtl.'j, """ �"`,�, _"'-.r'.". ��..-y�+y.��wwy+rr ,...ka..,,.'r"' ..�,uw.w twwx,.v.,;n.�..ti .>:� w r -•.•.'t 1.",,, �u.eN+.y.�.luwi•_. ,'.y=�,�r v i.,,,, ::. GRIFFITH,& ASSOCIATES AopITIQN To BUTTE (;0*TY 160er, t e/2oQO rI FIRE STATION NO., 74 Godleycallfomla 2,03 MANUFACTURERS -ACOUSTICAL. UNITS 3,02' REPAIR OF EXISTING CEILiNCi A., USG A, not tequfred.' B, Celolex.; C; Armstrong World Industries. 3.03 INSTALLATION - LAY -IN GRID :SUSPENSION SYSTEM D,-Subatitutiopa: Underpioviolons of Division 1, A, Install suspension system in accordance with ASTM C636 manufacturers instnictipna agd,as aupplamanted, 2.04 ACOUSTICAL UNIT MATERIALS ill Oils section, A. Acoustical Panels; ASTM 111. . ct,"orming to the B, Instals system In accordance with ASTM 11680,, following; C, Install systemcapable of supporLIN9,1111posad loads to e 1, Size: 24 X'24 Inches, dollection of 11360 maximum. } 3. Thickness; 518, �nchea, D, ,Locate system on room axis according to dlmenslons. and layout shown on reflected coiling plana. 3, Composition, Mineral., -' E, Install after major above ceiling worlds complete, 4, Light Reflectance: LR1', Coordinate the location of hangers with other work C NRC Range, ,50 to ,605. F. Hang suspension system Independent of walls, 0. CAC Rang,0: 33 to 39, columns, ducts; plpea and conduit Where carrying members are spliced, avoid visible displacement of I 7, Edgar square cut face plane of adjacent members, Install diagonal lateral bracing and comprossion struts„ e, Surface Color Non O, G, Where ducts or other equipment prevent the regular 16 - 9, Surface Finish. Non directional fissured, of hangers, reinforce the nearest affected ` 10, example product; Armstong `FinaFissured', hangers and related carrying channels to open the axtra G distance, B, Moisture resistant Acoustical Panels; ASTM E1264, conforming to the following; tt. Do pot support components an mato runners oraasas support runners If i t causes total dead load to exceed I Size, 24x24lnahea, da(IacHonca capability. Support co tY 2, Thickness: $18 inches, independently. 3, Composition,, Mineral, 1- Do not eccentrically load system, or produrm rotation of runners. 4. Light Reflectance,LR-1, J. Install edge molding at Intersection of tolling and 5, NRC Range, .60 to .605.. vertical szfacos, using longest practical lengths. Miter, comers. Provide edge moldings of junctions with other 8. CAC Range; 33 to $9, Inteiruptlona. i 7, Edge; square tut 8, Surface Color white, 3.04 INSTALLATION «ACOUSTICAL UNITS 9, Surface Finish, Non dtrectlonal fissured, Install cal units In accordance with manufacturefa Instructions. 10, example product: Annstong'Fine Fissured Ceramtguard', g Fit acoustical Unna 1n place, free from damaged edges or other defects detrimental to appearenoe and function: 2:05: ACCESSORIES C. Fit bordor trim neatly against abutting surfaces. A, Touch -Up Paint; Type and color to match acousticalE and grid Units. 0, Install enks ager above calling worts is complete, )r Er Install acoustical units level, In uniform piano, and free from twlst, warp and tlents. PART 3 EXECUTIONi1. F, Cut' panels to fid Irregular odd and perimeter edge trim: Field robbelt panel edge; Double cut and field paint 3.01 EXAMINATION exposed edges Of regular, Unfts, P k Varify site conditions' per requirements ofmanufacturer,. G. Whore bullnoss obstructions occur, provide preformed i S. Verify that layout. of hangers will not interfem With other closures to match edge moldfag. work. H. Lay acoustical Insulation for a distance of 46 inches 1, either side of acoustical partitions as Indicated; SECTION 00510 SUSPENDED ACOUSTICAL. CEILINGS FAGS 2. .. �t GRIFFITH & ASS'OCIATES ADDITION TO BUTT COUNTY 1608 1012000 FIRE STATION N 0. 7.4 GrldIdy Califomla oistum Absorption 0 to 0.646 Size 12X19 A, Protect surroundin,)'work, from damage or di6fi0ratlo ti, Shope square Edge square B, Vacuum 61660 surfsc6s and damp clean, Surfato Finish malt glazed - ColofNA Pattern C,. 'Seat substrata surface oacka with fillet. Level existing ins eubttrate surtacos to acceptable llatnpss tolerances. Mounted Sheet Sire NA D. Apply sealet to tubstruta surfocbs In accordance wnh 2;02 ilASE MATERIALS adhesive tnanufadurees InstOlctlons., A Matchof Ole for Molsturs absorption, surface 3.03 MORTAR SE D METFtOO' ttniah, and optional (INSTALLATioN (FLOOR) NA Length file length 3,04, INSTALLAtION THINSET MMOb OVALL or Height' a Inch FLOOR] typo coved. Intarnal Cbm6r square A Insta►1 bed; filo, and groutln accotiance with Wornal Como bulinoas manufactutoes instructions and to TCA Handbook, 2,04 ADHESIVE MATERIALS S. prepare qurrac6s to recelve adhealve opplle606rt, A, Organlb Adheslve, ANSI A130, ty0d l thlnset bond (1, f ie:4Jadt Nie pader0. Do hot lntol►uptWo pattern type; through openings. S. Tild Setting Adhesive: Mastomarld, Wstdf*6f, liquid 0. Form 10emal6ngl0h square At Walla,, applied. E. but and it Ula tight to penetrations thitugh tiloAniifre 2.00 MORTAR MAjtRIAtd, Onish 6107 WIII Lover out lite oifget, Form borraers and` babes nomly, AIIgh floor, basc and will jolots, A. Morfe'f MatorlatetANSI A110.i pni Set, ANSI Ai 16.4 And ANSI Portland Gamont, pr PI,Cd Old joint* uniform In wlcith� to Vallance 16 dditWe, and WalerO,i, sad, Int x1fledi itiij. Mike z,f wlth6utVoids, A cracksU fibeae mortar 00 xtend g tt 2.00 OROUTMATER►ALS r3, Sound too aftef setting. Rbploed hollow bounding unlit, X dedut: ANSI A116,0 UIa grout, tolof ae eeleoted; H. Allow file to set for a ntfn►mum 449 houro prier to E, Grout: Siiloonb aeolanl, toolslure and baeferla roslstd6t grouting, typo, 46 spedPod In SocdO 07400 eblor as selecied, i, Grout Ula )ointe, �,6'f ACCt:SSORiES J, t to ) and disslmI10 mater►old Appl sealanUncllon of ilia A, 0einforcl00 doth; 9 k 9 Irrolt �lze wood of 19!18 wire and jyuncilon' of diolmllot " p lanoy,118 MINIMUM Joint Width, flue; welded fabdo, gaW@nlzod, IL ddno b6ar& Ihlch p OtIoud, glade fiber 0.f15 CLgANING p�inccti j aid re nch m tvldo 00 glassrot,(doe ,for joint,$ and homers, A, 'Clean Work ud6f provisions of division i, C. Seals tti niahUfao!itrers rodommendaJseafant, _ B, C►e6o (lie and gtout surfscds, 2.06 MbRtAk Mix AND OROUt MIX 0, 666rdlrinia palnljrigi 61 aurlai:e of Old and grout With apodhod finish, A: MW ed preportion.pfb-mlk'boiling bed and grout; materlals in eocoidanda with manufacfuret's InstnlcUone and T0A Hehdbook, tNb & si;CTION GRIfFITH & ASSOCiA,tES ADDITION iO BUTTE COUNTY k dblit'f dC10p0' FIRE STATION NO. 74 dddleyCalltornta experience and approved by manutacturs 6 Vendor and StCTIoN wda0 CARPET W oLUE DOWN Ac_. PART" il oMERAL 1,07 REGUILATORY AEOU1REMENT6 A. Conform to i0plicabla oode tot flametamoka rating 1.01 SECTION INCLUDES' requimmente Of In k eordanoe wfthASTM E94, A, Work of this section shall be'podortned by tha Owns t D. Conform to ASTM 02660 tot surface fammablltty igntdon teat . and coordinated by the General Contractor, 1,02 pROI�UOTSiNSTAU.f*t)titTt NOTPURNISHED' i.tl9: ENNIRONMEtJTIU:fiEC1UIFtEMEN UNDER THIS SECTION' A Maintain mintmumTtl degrees ambient temperature A, NJA_ days prior to; during and 24 hours altar lnateliat►on 1,00 RELAtED WORD SPFdlFIED ELSCNHERE i,09' MAINTENANCE t7ATA A, Se tlon 09260 • doturn Board Systema, Walt 5ubrnit under proviatont{ of Divtsidfl i,� rnatorfais to malva appiicsttoo of boss„ t3,. Malntananco fiats; lheluda malntarianoe procodutas, E Sdclj66 * 0olllaht Mooring: case fiatsltal to be i ched vended matrttenance malsdals, and i uggasted iichadukY for dsaning dozed rp , Installed under 00660,, , i:�4 RE'PERENC i,10 EXTRAMATERVA A, ASTM 112069 -Tail Method tot p'lamnnability bf A. Pumish under pravislona of DMiltl'tt 1, ' Fidlshad "textus Eloot Cnvednp Nlatedale, S+ r rpe proh singia p at tdfaling jen iul D` ASTM Etl4 Sudan bUrdinp Charectodstics of 9dtkilh 1)" and p e , q ps are a t�a�adpl b o m a fled, Accyh►ula}tld i Matefs. i C„ ASTM 1046 • Cdo6l Radiant Flux of Ptadt Cdvadno 6ytWns Using a Radiant Hurt Endtiiy Source, PARI PRODUCTS + 61 NFPA X63 =`fest tot Critical ikodfant Cuff ci Floof 06V60160 Systema. x,di ACCEpi`Abi.=MANUPACTUft AM OAkOtONd ' A, Ofoviaed by,151Vnaf iad SUBMIT'T'ALS j A, Submit two-inch tong samplos bf edge strip, and 2,02' MAtEkkO dARI O acceasorfas tot each t oldt sped fidd, A Cut pini datpet, provided by rAvniti�v tShop Cl*16ds: Sobmlt seanilnd layout on a copy of, floor ptan, Dotail oil edge bohditlons, 2 05 ACCESSC1RIEt3 �, uy Carfi6naliant Submit deriificatfdn df akperfende qualifications for Manutaclureti Vendot, and Inatstiet, A. tub -N& Net; White prams' lotOV- 4 tape Fot tnataflar provide mialntuni listing of throe lues' tudnrnrnersd'sd by idhGslve niatddal iht;iiutaoturat lnsteliatione v.ith totetenc9a inciuding telephofie� numbers, d, AdhosivaY Recbmmer+ded by t:arpet maitutacldrot. d, Sdge Stdpet 6616t as selwt d, CM oUALIFICATfCNS A Mahutaduroi: Company sprsdalizlnq in rnsnufacturing tsAR7 t tEiU'064 spod0ed r crpet with tnlnlmu ri flV6 yraiv expartdntse, b., Veriddh dbin iiany'spdclaliifng In instail%406tWilli 3•6i WMiNA' 6N inlolnium IW® Yeats ddeurtt3ntad of periende dad A, Vedty that eu'4460 and smodth acid fiat with fnaxlrnum appruVert by mahutacturot, VWWO of 1114 Inds In id ft, and im faddy to f6wIV6 ( C, ltlstaile�, Comp at spe614tiod in ` w tk. Instaltlng carpet with trilnimum Eve yedre dddurmin'ted g, Vany by lasting that 66'0661e floors ars dry t6 e f mexiraum moisture oohisot of 7 peretht (dr fess If kCTICudo 08' CARPET+dIUSt oWN .;:, .. PAGE a i; w.m.ni^. xwe_•eu:.0 � „tt..W v k,o-+.-!-xG.sn.r:.,. o.x.x-.rv-... .x w,...+-.. ., _ -...,Y ' y-,.� rr-. .,...,.. .. ;..., �..,. „u ..... ,... v ,. ,. .; .+.^, e'.�„# i GRIFFITH & ASS,OCIA,TES' ADDITION TO BUTTE COUNT'r 1609; 110009! FIRS STATIQN NO. 74 GddieyCalifomia ..; 1,06 4UALIF'CATIONS. SECTION,096W RESILIENTMATERIALS: A. Manutacfurare Company specializing inmanufacturing, opacified. resilient materials alio m1171murn Ivo years PART t GENERAL exper►ence, 61 Vendor Company specializing In Installing resilient. materials with minimum Ova years documented' 1,01 SECTION;INCLUDES experience and approved by MOnuf6chl-nsG A, Work of this section shall be perfon icld by the Owner ' C,. Installer. Company or individual specializing in and coordinated by the General Contractor Installing resilient materials with minimum five years B, Resilient Base documented experience and approved by. manufacturer. Vendor and AIC; 1.02 PRODUCTS IN, BUT NOT FU UNDER THIS SECTION FtNISHELI 1,08 DELIVERY, STQRAGE, AND HANDLING A. N/A A, Deliver, store, protect and handle products to este per manufacturers requirements, 1.03 RELATED WORK SPECIFIED ELSEWjiHRE; B, Protect roll matodols from damage by storing on and or as recommended by manufacturer, A. Division 9 -Gypsum Board Systems; Wall materials to receive application of base. 11,07 ENViRONMENTALRraU1REMENT5 1,04 REFERENCES A, store materials for three days p6or to tnstaliatton in area of insialladon to achieve tampersture stability; A, ASTM, E84+ Surface Burning Charego1stics of Building g„ Maintain ambient temperature required by adheslve Matar(als, mnnufachuaroma days pdorto, during and 24 home B, ASTM F1080 4 Vinyl Cemposition Floor 1716, titer instaltailop of materials, C, FS L•F-1841- Floor Covodng Translucsnt or ,- Transparent Vinyl Surrace with Backing, 1.08 MAI,NTENAiNCE O rA D, FS L•F-470+Floor Covering ,'iInyl Surface Qlid and A;: Submit under, provisions of Seclton 0170, Roll), with Backing, B.Maintenance Data: Include maintenance procedural& E. FS SO-W-40 - Wall Base., Rubber and Vinyl PIE itis. recommended maintenance materials, and suggested F. California'Building code (Title 24, UBC) "CA•UPC"' schedule for cleaning, stripping, end rs waxing;" G, Americans with Oisobilillos pct "ADA` .0ti EX RA MATERIALS 1.06 SUBMITTALS' A. Furnish underprovNibna of Divisionl'. A Samp►c+s: Submit two samples,12r 2 Inch in size B. Provide 24 lineal foot of base, Of each malariat supplled. orspecified. atlam for each floor material for p Illustraotiar B, Submittwo-Inch long samples of base and edge, PART 2 PRODUCTS" moli(ng motorial for each color or type speed. Submit umpl'sa of premoldod exterior comors and end 7.01 MATERIALS 4LOORINt3 stupe. C. Manufacturer's Installation Instructions,, Indicate spedo-I A. none procedures, and pedmetercondlll'ons requiring special attention- 2.02 MATERIALS-BASE D. Certification: Submit certification of experienceA qualifidationa for Manufacturer, Vendor, and Instslief. . Baso' FS SS-W-40, Rubber, top set coved; premolded For Installel, provide minimum Hating of throe local aAamol comors, except at bullnose gypsum wall board., Installations with references including telephone numbers„ 1, Height, 4 inch 2. Thickness; 118Inch J 3. Length; Roll, 4. Manufacturers, SECTION 09858 RC-SILIENT MATT 1ALt3 PAGE 1, I G RIFFITH, & A$$,OCIATtS APPJTI NT Ofitt t t�►�1iP � * �e , aq� FIRMNATION No,, 74a**c000mto is �1�#}i0�. �G6ffNl;llRrfilfNd+S�itR�Fl�Rz�R1K��1fF+1 _. a R" W*r, xca P� � baOO n �a A O PlR O �4+IC1Y! � CRRY M4 i ' of bfes% �« $,'id bUq.r (f#"# 41W ow komm**' "s PMMQU*O #A**G4fA" *1 0 oyftw i rrfwa b OrR WOW, %� �d►rilanl�tl�kr�1A��1t ' 2A. ACCg$ i► R d4# #11R e a l��id Mti!Y A. f�f+4lAQ1Mc �A1 I! � f1!t�fitlh►C4ufA( 0. ;#A o n4Mflu3014fp 11N OR* w%o" ki, 01, Old"m and Ad4sh"; "0 rix# foo" rt Max"(" ft%W*"f. Q �p i�# SltK�1Ms. i+ RrStlf tQ1 tK fnnleA+►�Y A. �+k�#1�d1Nar�i�wRprovit�#:alil�.�+►�r;�> ! Y i� �4i�Rf 0� ��•"� �#IdRd tsl) � t1H�nu�► � '.1�t��C�R1�4``I�KM44ilOttt�aR#4" PMT 3 Vt CUTK4P11.- • tlG 114iH�4"1 A Tot* O d, e!'�raRwt�mnarq+R+ O+� Ax Vey by It*o I{?ik1 *iOooM 9M O o' * m*xkm 11' 4il�A (0�1y9dyR4Y fRQ`N�*dby'" i'OFOWON a �,#�fi,�{a{��t4 y6ilyif�M 4 W RSA g OM.�, µikRi7 � y%,,,a+�a(��.y�� M7nKWA�iuw%Qt V40040 VAIOWWA Woos for# hoof M1i15t1rR#�9pF1!{1�R1!rr�l�- �Rp'i ,- � p 42 PA PAPA �. �Gk11'It}wgM #4bd�Ddi' ((i�Mb9M � �+ � kR1f tl�r , bw R�na►.+rr�k#Y l'h« *+�d+agsiar de�ec�wY brfl,I1�Y► yy�� ,,}}��..� '77�{iRk617y1��#;l.gpitwi} . b ial 0 t* Il 'b„ A 0, RJF I H A C I; A T E _ Cow FIRE IATiO No,* 74 wrowosio*, +1 M�pp+t�+�t f►M„�i �4 RQ �y�{�.��.L�py��r �� C', 0*0� 0"_^"i1�Snt �11'3R'. Iw emRi9 Pow � �A� ly.a ■f�H/F�bjCjfiMRK'RTF. . M�.�f.IAI9NMpl� pF'yf�wsM�04ppT��, 60. yp�Mpp t�I� MM pbr lk 4 A1YIf�W� .:.: =W Rte' WOW A y�p��yy mwwwlik �RI p'T4A lot FMm V*� k�y`�. W TF'#ti' I=" Ow 1*746,,��yyyyi��y /6 y � m�{� Wo V4InTl14 �.0A ayln�,',io /M �']��i'9id6N,d !Ax tM,�{ayy��y�' WvnY�R tos!. 11iN 1��VmfTq "iJ l � MN 1P� 'M IAT's a1��M *i �+�p�} q� a K bNO OV**d' AM f9�kdr� 1`td*hsi#Comw rarwh»�umlrT sirs;¢ W &a*w, wa &W timit tsilbybi�oi�63� Wei �,d�i �l'k.'t�4 phi � �alexM 4�1"t`aatits�li� iil� Wbsr Lot'.. � iia•�pp�w+t��b#�b+i�aYe�t��'t�e?�S' � �a+r,�' _ PAGE 4' GRIFFIT_H ASSOC„IATES.:. 'ADDITION TO BUTTE COUNTY 1 �; 08; 10[2000 FIRE STATION No. 74 Gridley California B. Masonry! Flat Finish �r 9. One Coat: S -W PrepAlte Block Filler, B25W25 2, Two coats: S -W A-100 Exterior Latex Flat, A6 Series C. GSM ilashings'and`exposed metal work- 1, ,One coat approved galvanized primer 2. Two boats of alkyd enamel, semlg(oss 3,08 SCHEDULE '• INTERIOR 'SURFACES A, Metal Doors'and Frames 1, One coat approved shop primer' 21 Two coots of alkyd enamel, semigloss 8: Gypsum 9oard: 1, One coat of flat latex We'll paint, prior to texturing,, Z Two coats of latex acrylic enamel; ' •.eggshell,., ,. C,G yp9um Board at toilet rooms and, as indicated; 11.1 One coat of alkyd primer sealer, prior to ''texturing. 2; One coat ofepoxy enarriei,'semlgloss., »L� U. Masonry walls 1, One coat Acrylic Masonry Block, Filler, DFT 10,0/coat 2; One goat Rdaf-OIeUm'0100 high' performance epoxy. Thin per :; wr ,. s manufacturer. DFT 6-8 mll, E. Concrete,Fioore,tile bite 1'. Ona coat Rust 'ileum 9100 high' performance ep..ty, Thin par "manUfacturor, DFT 5-8 mll 3,09 SCHEDULE -COLORS A, Refer to color board as prepared by Architect, after completion of bubmlttais, Colors will be selected from the full fango of colors mixable from menUfacturers «i standard products; premixed Mandard'colors may not be acceptable. .00 OF SECTION SECTION 09900 PAINTING r PAGE 4. c G R1FFITH_& .AS.SO'CIATES ADDITION TO BUTTE COUNTY 1606;,'1012000 F,! R E STATION NO. 74 Gridley California F, Provide temporary lighting fumishing a lighting level of PART 3 EXECUTION 80 ft cap dies measured mid at substrata aurfat a during painting aiming operations,; 3.01 FJ(AMINATION, 1',10 EXTRA MATERIALS A. Verify site conditions under provisions of Division 1, A. °umish under provisions ofl)ivision' !, •, B. verify that substrate conditions are ready to receive work as Instructed 6y the product manufadurer. B Provide minimum 1 gallon of each colorf and type to Owner.'Includs delivery receipt in maintenance ' C. 'Examine surface's to ' e finished prior to commencement of work. Report any, condition,tha t manual' may potentially affect proper application. C. Label each container with color, type, texture; roonr, locaticna, and color dab in addition to the D, Teat shop applied primer for compatibility with manufacturer's label, subsequent cover materials. E. Do not apply finishes unless moisture content of surfaces is below'manufadurees. requltsments. PART 2 PRODt7CTS, 2,01 MANUFACTURERS 3.02 " PREPARATION A, .Remove or mask electrical plates, hardware; light A. Menufacturere =Paint fittings prior topreparing ; surfaces or finishing. pant on fin accepted scutcheoPo and ff ished hardware will, 1., Sherwin Williams..ms' ' , not be 2. Dunn -Edwards;''' B. Correct defects and clean surfacde that aifectwork of 3, Sinclair Paint. this section: Remove a 'sting coatings that exhibit 4. Kelly -Moore. loosesurfacedefects,- 'and Oleur C r lmarks that Inay bleed , Rust through surface finishes, B. Manufacturers - Transparent,Finishea D, Impervious Surfaces: Remove ntlidew by scrubbing y 1,SiticlaIr paints. with solutio,', f tri -sodium phosphate and bleach. 4i Rinse wlthvean water and allow surface to dry. 2, Sherwin Williams. E. .Aluminum Surfaces Scheduled for paint Finish; 3; Benjamin-MCore Remove surface contamination by steam or high .. _ 4, " Magnolac proasure water, Remove oxidation vrith acid etch and solvent washing. Apply etching primer immediately C, Substitutions: Under provisions of Division 1 following cleaning. F. Asphalt, Creosote, or bituminous Surfaces Scheduled 2.0: MATERIALS for Paint Finish; Remove foreign particles io permit' = adhesion of finishing materials. Apply compatible A. Coatings: Reody mixed, except flold-catalyzed sealer or primer. coatings, Process, pigments to a soft paste consistency, capableof being readily and uniformly dispersed to a G. Insulated Coverings, Remove dirt; grease, and oil from, homogeneous coating; good flaw and brushing -, canvas end°cotton ` properties; capable of drying or curing free of streaks or H, gypsum Board Surfaces; Fill minor defects with filler sags, compound, Spot prime defects after repair, B, Accessory Materials: Linseed oll, shellac, turpentine, I, Gaivanized,,5urfaces:'Re61, surface cantaminatlan' ' paint thinners and'other materials not specifically; and oils and,wash with solvent Apply coatof etching I rdicated' but required to achieve the finishes specificd, ' primer.. of commercial quality, J. Concrete and Unit Masonry Surfaces Scheduled to C. Patchin Materials,.Latex filler, g Receive Paint Finish: Remove dirt, loose mortar, scale„ D. Fastener Head Cover Materiels: Latex filler, salt or, alkali powder, and other foreign matter. Remove oil and grease wkh a sof trt-sodium phosphate; olution rinse well and allow to dry. Remove stains caused by 2.03 FINISHES weathering of corroding metals with a solution of sodium metasllicato after thoroughly wetting with vi ate,:, A. Refer to schedule at end of sedion,foreuriacefinish Allow to dry, and color schedule. , K. Plaster Surfaces (existing and repaired) scheduled to receive Elastomedc Finish: Remove dirt, loose mortar, scale, salt or alkali powder, and other foreign matter. SECTION 09900 _ _.,.- .._. ._ PAINTING f :' PAGE -2 A r GRIFFIT H & AS'S0C.IATE S k, pbITION TO BUTTE COUNTY 1d08:10'/2000 is FIRE STATION No. 74 Gridley California - I' 01 SECTION 10160 -Te LET;PARTI710NS related work; coordl nate delivery with othsew ork to avoid j delay, yp PART 1 -GENERAL Codesand Standards: comply with all requirements of the, 4 UBC, California title 24 and ADA, RELATED DOCUMENTS: PART 2 - PRODUCTS Drawings and general provisions of Contract, including, General and Supplementary Conditions and Division -1 to work, of this sectile Specificatlonsectlons, apply n. MANUI'ACTURER S: Available Manufacturers: Subject to compliance with SUMMARY: requirements, manufacturers offering products which may be , Incorporated in the work Include, but are, not limited,to, the Extent of toilet partitions is Indicated on,drawings. following; T es of toilet compertm Types ants Include - eUnited States Gypsum Accurst .Partitions Div., water closet & shower comparlrnents Co All American Metal Corp. w�TPlastic laminate finish, - American Sanitary Partition Corp, Ampco Products Inc;. urinal screens Bobrick Washroom Equipment; Inc; Capitol Partitions, Inc. Styles of toilet compartments Include; Columbia Partitions, Inc; Flush -Metal Partition Corp: General Partitions Mfg, Corp,. rr Floor -anchored, overhead braced. Global Steel Products Corp. Knickerbocker Partition r'lfp, k , Styles of screens include; Lambarton, Inc,/Unlvers (Metal Products, Metpar Steel Products _ orp4 Well-hung. Monarch Toilet Partition, Inc;, _ Santana Products Go, Toilet accessories, such as toilet paper holders, grab bars, purse shelves, are specified elsewhere in Dlvision.10. Sanymetal Products Co. _Weis Robert Partitions, Inc, SUBMITTALS: MATERIALS: Product Data: Submit manufacturoes detailed technical data for materials, fabrication, and lnstallation, Including catalog, Conerali Provide materials that have been selected for surfaco flatness and smoothness. Exposed surfaces which cuts of anchors, hardware, fastenings, and accessoriesi. exhibit pitting, seam marks, roller marks, stains, discolorations, telegraphing of core material, or other Shop Drawings: Submit shop drawings for fabrication and imperfections on finished units are not acceptable: erection of toilet partition assemblies not fully described by product drawings; templates, and Instructions.for installation Plastic Laminate: NEMA Std, LD -3, minimum 0.050" thick, of anchorage,devloes built Into other, work. color and pattern as indicated or,. If not indicated, as selected by Architect from manufacturer's standards. Samples: Submit full range of color samples for each type of unit required. Submit 6" square samples of each color and. Core Material for Plastic Laminate: Solid high density core finish on same substrate to be Used in work, for color with face laminate fused in fabrication to, substrate with no line or seam visible. Doors and pilasters minimum 3/4" Verification after selections have been made. glue finished thickness divlder panels minimum 112" finished thickness. QUALITY ASSURANCES Pilaster Shoes; ASTM A, 167, Type 3021304 stainless steel, Field Measurements: Take field measurements prior to not less than 3" high, 20 gage, finished to malchi hardware;. preparation of shop drawings and fabrication where possible; to ensure proper fitting of work. However, allow for Stirrup Brackets: Manufacturer s standard design for adjustments within specified tolerances wherever taking`cf attaching panels to walls and pilasters,chromium-plated non= field measurements before fabrication might delay work, ferrous ;oest alloy('2amse) , or;stalnless steel., Coordination: Furnish inserts and anchorages which must ' be built into other work for Installation of toilet partitions and pager ' ....... SECTION 10160 -TOILET PARTITIONS " ._,.�mR„��.aw�;,-_.:.n,.aN-:x�,:w� ,-. ,.m..::-:..,r.r.�«�.,.�I r ,,..-.: _-: _ .ra•='ts: "'^", GRIFFITH & ASSOCIATES ADDITION TO BUTTE COUNTY 1608: 10/2000 FIRE STATION. NO. 74 Gridley California lettering and braille per CA -UBC and ADA, Characters SECTION 10441 PIASTIC AND METAL SIGNS formed to Helvetica medium style. All.comers square; face color to be selectee; PART 1' GENERAL B. Califomla ID s mbols„ He r Y Heavy plastic and triangle, available In selection of colors, incorporating required 1.01 SECTION INCLUDES text and symbols; C. Vinyl Symbols! International Symbol of Access, Blue on A, Engraved plastic signs, White, sized to conform with CA -UBC.,, printed on vinyl B, California required ID symbols sheet, suitable for adhering to glass or metal substrate. C, D, Vinyl symbols Silk-screened metal signs D. Metal signs; Acrylic silk-screened signs meeting CAC Title 24 and ADA requirements as manufactured by PS Specified Products, Inc., of Danville, CA: 1.02 SUBMITTALS handicapped entry -1:6 -parking lot signs and 3 A. Submit shop drsunder provisions of Division 1. handicapped parking only signs, allk-screened onwinge reflective sheet of aluminum, B, Submit shop drawings listing sign styles, lettering and provide tubular standards for pole mounted signs, 1 overall dimensions of each sign. Locate oach sign with i proposed text on a copy of the Floor Plan, and of the Site plan, Indicating mounting helghtand proposed PART 3 EXECUTION ti support. 3,01 EXAMINATION C. Submit samples under; provisions of Division 1, A. Verify that surfaces are ready to receive work. D, Submit two samples illustrating full size sample sign, of type, style and color specified Including method of B, Do not proceed with work until substrate is acceptable, ettachmant. t i 3102 INSTALLATION 1.03 DELIVERY, STORAGE, AND HANDLING A, Install In accordance with manufacturer's Instructions applicable codes'and approved shop drawings, A, me groups, store'and Packogeglons, iabeled'In nan5 protect et until Installation. B, Install signs atterdoors and surfaces are finished, in locations as directed, PART2 PRODUCTS , 2.l)1 AVAILABLE MANUFACTURERS C, Locate signs on door Wall and Indicated surfaces, level, D. Clean and polish; 1, PS Specified Products; Inc., 3,03 SCHEDULES 2, Supersine Company Plastic alone; refer to door and hardware schedule's, 3, ASI Sign Systems Indicating text 4, Substitutions! Under provlslona'of Divisiop 1, California IDI refer to door and hardware schedules Indicating locations 2.02' LETTERING'' symbols'and hardware schedules VinylY s A, ize and o harand Style: 1 Inch :high lower case Helvetica, Unless Indicating and locations g Y Indicated, MetI al signs: refer to site drawings for text and locations 2A3 ACCESSORIES END OF SECTION A. Mounting Hardware: plated non -rusting screws, B, Tape Adhesive: Double alded tape; permanent adhesive. C. Manufacturers standard blind fastening system 2,04 SIGNS A, Plastic Signe: Colored pWstic; minimum thickness of 0,0626 Inch;,2lnches high! beveled edges; raked ,SECTION 10441 PLASTIC AND METAL SIGN$ _ PAGE ,1' N«..,a ,,,,y ...,..,�.�,.,. ,.n+.wu� •„W,rra waw r-M...a. rv,. ........7wr nua.,.,�.xf—r-,. w..w -w .ua.,.�,,,_ ,w.«,,.. --„..n .,,y ,a,.w—wa k..”" w+w+ ..... ,...M1+w,-��' GRIFFITH.& ASS-CIATE5'' j ADDITION TQ' BUTTE COUNp( 1608; 10/2000 FiRE STATION NO, 774 GddieyCawomin Hardware and Accessories: Manufacturer's etandard design, heavy-duty operating hardware sod accessories of Coat Hook: ManuNdurer's standard unit; mbination hook and rubber -tipped bumper, stainless steep, sized to prevent doorhlging mounted accessories, Overhead Bracing: Continuous extruded aluminum, antl-gdp Door Pull; Manufactures standard unitfordoor profile, with doer anodfxad tinish, swing indicated: Comp iywithAccesalbllity Anchorages and Fastenal`st Msnufa'ctumee standard .regulations. exposed fasteners of steel, o , fr chromium plated stool, with FINISHlSI'. theft-realstaot type heads, sod nuts, For concealed anchgro, use hot -dip galvanized, cadmlum-Plated, or other rust. Color provide single color from lamI%,,4 manufacturer's resistant protactNe coated steal; offering of stand trd, colors, in each room, as indicated or, N- not Indicated, C selected by ArchitecL FABRICATION: Y PART 3'r EXECUTiOf): General: Furnish standard doors, panels, screens, and pilasters fabricated for paditlon system, unless otherwise indicated, Fumish units Witir cutouts', doliled'holes, and INSTALLATION, intemsl reinforcement to receive partl0on-mounted hardware, uccessarias, and grab bare, as Indicated. General, Comp tywith manufacturer's recommended Door Dimensions: Unless otherwiseIndicated, furnish 24" procedures and straight, plumb,, installation sequence, Install partitions rigid,, and levei. Provide clearances of not mora Wide minimum'In-dwinging doors for ordinary toilat stalls and than 1l2" between pilasters and panels, and not than 34" wide minimum (clearopening) out•swinging;doom at 1" between panels and walls, Secure panels to walla with not stalls equipped for use by handicapped, less than two stirrup brackets atteched near top and bottom j Plastic Laminate Partitions and Screens: of panel, Locate wall brackets so that hgi,s for wall J anchorages occur in masonry or Via Jolnts: Secure panels to 1 General: Pressure -laminate ono -plebe face sheets to core' pilasters with not less than two stirrup brackets located to silgn with stirrup brackets at wall. Secure panels In position Material with no splices or Joints, sod with edges, itralght and with manufacturers, recommended anchoring devices, I. sealed,Seal exP Prot exposed core material at cutouts to against moisture, Overhead•Braced. Partitions: Secure pilasters to floor, and. level, plumb, and tighten Installation with devices fumishpJ, Overhead -Braced Panitions: Furnish galvanized steel Secure overhead -brace to each pilaster with not less than two fasteners. Hang doors and adjust so that tops of doors supports and leveling bolts at pilasters, as recommended by aro parallel with overhead -brace when doors are In closed manufacturer to soft floorcondkions; Make provisions for position. setting and securing continuous extruded aluminum antl-gdp overhead -bracing at top of each pilaster, Fumish shoe at Scmens:Attach with concealed anchoring devices; as each pilaster to conceal supports and leveling mechanism; recommended by manufacturer, to suit supporting structure, Wali,Hung S Screens., Furnish panel units In sizes Indicated, of Set units to provide support and to resfaflateral Impact same construction and finish as partition system panels, Hardware: Furnish hardware for each compartment In ADJUST AND CLEAN; t partition system, as follows: Hardware Adjustment Adjust and lubricate hardware for' Hinges; Cutout Inset type, sell dosing to comply properoperetion, Sethinges on In•swinging doors to hold open approximately 30 degrees from closed position when, With accessibility regulations at disabled unlatched, Set hinges on out-swirrging doom, disabled accessible stalls, otherwise adjustable is holo door' accessible doors and entrance stain d g ours to return to hilly pen at an angle u to 90 degrees., Provide o Y P e0 position. dosed itlon. 1 gravity type, spring-adlon cam type, or concealed: torsion rod type, to cult Manufacture?e standards, Clean exposed surfaces of partition systems uslog matedsts Latch and keePer. Recessed latch unit, designed and methods recommended by manufacturer, and provide prote"lion as necessary to prevent damage during, for emergency' access, with combination rubber. remainder of construction period, faoed door strike and keeper. END OF SECTION 0160 �i Latch and Keaptr Manufacturer's standartt d surfaco-mounted. latch unit, designed for emergency a:cans, wilts eombinatk0 rubber -faced I door btoke and keeper, ;{ SECTION 10160 -TOILET PARTITIONS pogo -2.. !t „i GRIFFITH & ASS OclAT, �s AMMON TO BUTTE COUtJTY 1408:10/2000 FIRE STATION NO., 74 GrldieyOolitomtO 2,02 MATERIALS SECTION 106ob' ToILETANo f3AiH ACCI2SSOE7I S k Statnlest Sidel Meets ASTM Ai 61, typo W4, PART 1, 0ENERAL 61 Tubtng. AMU A2601stalnloas ateel. � 1A1 SECTION INCLUMS C• FmOnerss, bdews and Bolts:. Hot dlpgaWant 6d, A. Ulat and washroom accossodes; Z03 WRICATICN ; B. arab bars;• J1 Weld and gdnd Jelhts of tatitltatad �mporiants, Cs Attarhmenthardware; errwbth, b, Hacking for dltachnient harctwarom tt+: Fbnn expnaed autfacee ham Bingle shoat of stocky hte 1.62 RELATED Wokk t PECIPM13 tcLt;UilttdtAE bf)btnte; FomtdurtaeeaftettiWihoutdtatodiorr, Maintain stOaoes Withbul auatchea or dents. A, blvialon 6 framing 0,• l=abddate grab batt bf tubing, free of Vi:tibie Joints, B. C?MO106 lo, pa0ltib06, af;,19 tetunt tewah Whit and etiachriiem ganged, Fatm h It whh W12 Inches clear of wall surface; Knurl gdip 1.63 REFEftENC;'3 surfaees A., ANSI M 171 * Safety Mandardrt The the Handicapped. b. Shdp-adoemble atimpbnents and p#660e coniptett With bnchbrs And flttingC E. M a Ino (Nat Clip t3alvankted) Coati rigs bn Iron iron and Steel Pr6ducts; d Ste �„ Provkia steel b0ch6f plettay'Adeptara, and Anbhor b6h*nents for installation, 0, ASTM Atet-Stainiede bird HoM.'Ad"sisting Chrom)unt4 Nickel Steel plate, Shoot; and Strip, 104 l(LI 6 t” C. AStM 960, 5sdmieis and Welded AUbtsh tc A 80ppty d keys lot Each a6oflasory to Ow i66 SlWiniesi Steal Tubing tbt (Uhor9t0erVlc4 fi„ Mastet koy Bit dc"starita, �`. M TM A386 . Stsdir Carbon, Coki•Ctblfed Sheet, menialrauaiity 2;06 MNiSf M J.64 MdULA*bKY MU1111WENtS A, Colvookinm WMAOSto J.26b7Jeq yd, dalyiol o fa�roui thetas a god faslentnd de*o, 11 A, ContbOtoAbA ANSIA'ti�,tOdO%U C ti. bf W W# forthe haodlca pad p Et, ChromolNlckel Melt* AMftiA WWI.`t ype %C Isatin ' 1,06 PiEI.b MAT:AsUFtEM0N1`g 1inlah 1' �,, Stain�oa sleet° Na. d oath Iuitet dniaii � A, Vody that field rheaaurahiantd ei as *utred by the hlanufActuret. b, Cactt paint pW06'A6nti whare WOW' li htdde Wit 1.66 C66A,01+06N bulldlnd flniaheo to prevent elecirolyalg. 1106 PAc5budTa A. 66rd1hoW thewbrk With the ola6eniant bf Intefhal wail' M tat bf 10ilat parhttand, If X Provld6 "roduda trbm 1� a144 manufdadw p Nmemk anlyrt6 resat o f ; Sxaro a ptcductd iildl6attng,apedtlb irauirorfitnts are PAflT ptt(i011CT5 shown Irl the scheduled 2,tjf, ffiANtrpAiil9itER6 i t�AItT 3 RkCUT1CN A, itobtickt B. sroduc�le Undet bnd of 3:01 ElfAtNINATiON C, ouNd ledho equlVglant` other Aotx table tranufadurera offatin P o A, br"r6Vkit prlof to conoiiAlnionf df frantiiidVerify ' p 1k mi&dd bola ittdo, M41 06kind odotlMi 10 ariWibtogi of apie&d Ito" Ai'xasdbtie a Bradiejrarobm 01 Vd* !hot silt 660ditiNns art lead- td t66elvo W6-ik Md' dimanelond ori' as tegUirod by the hlaniitactu'rofr BirCTiQN 1ot160 ..:,,,T61L0ANO DOW AC61166 RiE3 .. PAQ E � 1' i _ I is r G'RIF'F[TR & ASSQC:IAT E,S ApOwN TO BUTTE CQUhiTY' I AUd: 10/09tt FIRE STATI O R NQ. 74 Gridley wifornla I 1A $lUSM nT A, GPNERA4MEc"ANCAL POVISIRNS Requests shall Inaludo all I fo attar,necessary as equired lar complete sheds Including ry eor modificaUonstothe drawingsnecessarycaoto os GENERAL, suhstitution:PARTI 1.1 CONTRACT CONDITIONS CODES, AND INSPECTIONS - A. Work of this Division Is bound b the General A Codes, Standards; Applicable codes and standards, for shag determine minimum Condillons, Supplementary Conditions and Division, I in addition to this Spocip ation and accompanying y materials, reqconuiremdnts ,crisis, methods,; and fa requirements far ma , hot' practices not otherwise stated herein. DraWinga, 8, Insuoctlow Arrange and pscfor Insp actlons and tosfs reqiredb codes orordinares, 1,2i RELATED WORK SPECIFIED ELSEWHERE' A, Rater to plvislon 16 for related alsOdcal work. 140 OPERATING AND MAINTENANCE DATA A. Include the following information where applicable; 1,3 WORK INCLUDED 1. Namoplaar directory listing of aqulpmentwNh A. Provkle all materials, labor, a ui monttogotharWittr all pmfied,6goth locallon, area served, control sequence, compote Incidental hams riot shown o e pe are operating Instructionsand start-up lnstrualor z. required by code and good practice to provide complete and operable cystoma, ? Valve dlregpryry listing with valve number, . size location, tunctlopt and nom+ai positlun, t COORDINATION ,I 0, Manufacturer's printed operoUonand maintenance ' tntonnatton, A4 Coordinate all work In Divistoa ib with work spac#W.In 4# Manufacturer's, ports 44 other Divisions to provide a complete installation. Expense of changes required because of lams of 6, System air balance report, 1 supervision or coordination shall be bomo by the Contractor, Such changes shall be to the satisfaction, of, e. Ser4w and Dealer directory Dating, and directly supervised by the Architect, 7: Service and lubrication schedule, 14 CONTRAC , DRAWINGS 1,11. INSTRUCTION A. 'Location of equipment on Drawings is approximate, Plan oxact location with respect to measurements on A. Instruct Owner's operating personnel In the operation the job and work of other trades prior to work, if and maintenance of all systems wcih Engineerppresent: Submit written cartiffationi that instruction has been measurements difkr sllghtly, modify work. It measurements diferaubstandally, notify General performed, Operating and maintenance manuals when be approved prior to Instruction, Contractor prior to fabrication. 1.3' SiTE:VISIT. i.12 COMPL�IiON A. Examine site of proposed work and become familiar, A. Oenerah Where Instruction Is, 4omplats,'cloaned and adjustmonta spadDed herein made, operate systam to With job conditlana alfeoting wells No addfftonat allowance ndl l o granted tlue to tack information demonstrate to Architect that system is complete and operating In conformance with these specifications. about existing conditions„ 0. Final Inspegtlon: Work hersundarwitt not be lnspocted for final acceptance until operating and malntenam x 1 '.i SUBS7IMIONS. data; and deroctodes specified herein have been A. Manufacturers and catalog numbers, Indicate general: approved: quality ofequipment or matedaLL Manufacturor'a not C. tint Acceptance, Entire lnstrlkllon turned ove(to the d listefisted requlm priorapproval, Substitution requests must Owner L1 finished and satisfactory warktng conditlon•: be in writing to the Architect prior to bid In accordance with Section 01M Provide sufficient Information Indicating compliance With,these specifications.: SECTION 15010 GENERAL MECHANICAL pROVISiONS _. PAGE -11 A, GRIPFITH &- ASSOCIATES r ADDITION TO 9UTit3 COUNTY 1008: 10/200a FIRE STATION No. 14 ctwtcyCoroomirs he __. SaCT10N 16050 8MI0 Mt,TERIALSAN0 MLTH60S- t Engineer mij be used. M Ehutotf VAN -es ktvraldt tined Mctreti or bss rn P11ii'1T'll ., dlarnbtat chart bd fulFticw baQvahied,Apnito brand qr ag04 t±hutottVeWi to water fines larger thin 2` onii 110 tugged twtterrlyvatraa, with gistnless stem* end C+ 1. C�it rF3ACTCtiNtltitON3 EpPMrt+bberseets. C9atavahresarenotaceeptabie. A, Work at this oNliloo is bound by'the Goosrai Cdndillons; Cupplan*61ary Conditksns did bivislon 1 tn, d. pressure end umowture R.Olaf V6lvesr Cast troo or broote beery ASME cogstrOWO set for pressuro: Addition to this Specification g6d gtwmparift t)tawtngs: apw, r*d, bimetAkk; theoriletatel6ment, do tube, `Oita to mat egUtptr M t4paGty;. WDonnelfwMrr Watts, dtapp�oved. I 1, I�EiA7 r»ty W/dtZ1C'sp�Ctt l5ti 5l 5t;1A FtERE: 6, titAlttll'atvic Wants, ao +tesston stop 0 "h hippie ana nap at h6s6thradd, A, Plumbinn» Section 16400' d, cis c4atc, dub tt2" And W060, Pron body with WOW' ONO Md washer; square hisad,125 psi woddop 14 906Aitt1'TAW prestitrs. CmM Model 324 A: Provide shop drAwlhgt erxt OW4ct data toe the P. Pravkib s5 valves he8e*aAry.� sd0t90ats brAhches of arks. VaNds shall be Nit rid of Ilse inwhich h Is, tollo+vinp; Installed, Ak Val0i thaN be property packed and i. Vslves rutxlbsied, 2„ plping tpddaNtds G, tihlonriw ihttAtl dfiei6ctrid urtldna VrheiN6r aF hot rtiowrt 2 Plpdsuupporus dndriwings st titch 004cuon to ab e4u'Ip*0t end tanks, it6hdwrdcttor>tdaachvatvoortoltataist alt tonhectbna to all automstia vows, tush as pAlt 2 r'R�i)ut;Ta' rripetM le WWI valves, 1.6ate, the unloht for tear r tlrrnovit of the equtprt sot, tank of virus, { 2.i MOM & PIPS f t1"fitJCS Fl. Ah VeWs god Brian* In capper ptping did betwtlln aoppdr end iron WriaWdni shall W l istalidd whh & Coppet 7ut►a° Htrd dra�4tt tbpp6rconforming to ANSI threaded Ooppdradapier* rst bras* otopte, Hx3.1 and ASTM E99 !W L above glade; Type X 1, WWI unlorus whethtr or hot thowa 60 drawings it below grade, 7y0 IVo6ppgr plpff *hall be the only Oath bdhpsi t 0 Wall oluon wit Aral tanks, at she" copp*r pipe a eptabk ;above itrAdd. iYt "t4'r:0ppbr c66winrl to duh varve or book and it all tkioVieW64 Appe6 is 06t' a0ept VA. pittings dhriil be wrought oopost, td ek dut0matid V'A1ves, sGCJ1 s* tarriperattirti central l-tt toldeelolnt 019,22, Jatriis below grade *hail b , dtCvdt $oldered �Wwi t data tt b untont for basyterhaVal of the aquipmdnt. farik"'bt Varve, and only vrtlort ndca*saty, j hilt VAtvs* Ahd ii ldhi in eodpsr ptptn#'' gmeim Are to ti. A S Waste and Vent Poo: �lixybnrtrlie•Butadfehay. 90t6tte (Atl5) 9cheduli 40 plAsilo didih waste pod' be threaded brass with a intnlntum 4 too brace Atppte: 'bem466 the VAtve d6d 0616k vent pipe sod 0604 60100100 to AM WNW, 1020144,, � Mail 16 bt*** dieleak!batana ere to be aced Atilt C. 51661 tripe: tyaheduto e0 pip®, black at delve nwi, dtasMMIgrtnetstWmitionatot�6*(W didt010100; c�nyi ltir6sded caitoedien9 old td be used, Nd' it to canlopntng to ASTM AiM Sltb 2* And dntaliet f0i iii thredd if rant Ail"id, dhait be threaded, above *lid 2" fiitinga shallbe Wild*d: t ahtolming to MI BOA, L. Steel to stsaf dleliW6 uhlam tri oly illowdd 66, bit " ti. 'p{ddil &ttneeUOns or artif° tifilttt d' � dr6 6vIG.4 oldyod td, 11661 g PdA11. slimmers a6 " t o btg*t fdtingi og, not id6optabld. Ppb Hotw*ibtrounrtroiby vtiveta two wAy valve *briar bji Nits with Belltna hctual tr t; i2 VALVA 6 rt FrTTrNds N, Hot waist balance Valves ihili be Art strong or Nit Moot. A Cbiitr*i Chlitwtl' watat i*wtviWilti !bird 01 tch type i If. All 01M of 1066 N06 ihailbe blonq odiihlON", Thrdd•Way bypbis type Valves dtd that 4 h►ariufdbtUref, d6e6.ptebt6 z luldhutaclureh KOW Arid WOW arc d. ll6 *wbated WWt 0 liwaited uhlon's ihitt be oki;d Hlhtdtlded to Indicate ouailty, VptVet rhgnutaduteled, the NY0601, Uid Weide* (clot swd*tadl darhpa"loh by Ctaho, Nibbd 06weit, Kenntkty, pelrbuhk3 a denktns Liihkehhdltrlerr Ett t(fidM, Hammonrj, or i ean2ds ah all ti n0ed ar *Andwichod Vtives Ali Valves' td be aceompsoted with 6 threaded Milan, a&jAp r, tat 060 i60sd,. AStaM0941AL6 ANti kkttt669 PAGE+}' p FigStAtioN No, 14 A, tow Zit �#Mtl'f11C� "*I"* two, yRaii749�a'1�+ n!I ax�1q NR SYR ifn�/r �y��IIJ,,�, , f - �iP1 oq:mri 7F #RF o r 00 aw 11 :Mow i�C�Wy M X ma""au'+"" LWMcu Wlt'RWO7S 0400000tti"0* 09ta�04�i . 571 I R�7i7N7�+�lyR b'iNS Hf7 yQ�,,y�� N�� 1Y4,�i{1;1e. �y,� } G-RIFF`iTH & A:SSOt:.IA T E S ADDITION TO;BUTTE CQL'NTY 1608; 10/2000. FIRE STATION No., 74 Gridley Califomla 7 T E, GAS PIPING: Schedule 40 black steel with malleable Iron fittings. F, CONDENSATE PIPING'. Type L copper, SECTION 16400 PLUMBING G. RAINWATER PIPING: NmHub service weight cast iron soil pipe with Husky stainless steel bands. e PART 1 GENERAL 2.2 (IXTURES AND TRIM A, General: eral: FUmish and Install plumbing fixtures; traps, 1.1 CONTRACT CONDITIONS trims, escutcheons, hangers, supports, ledge elms, and acceesones listed in Plumbing Fixture Schedule, A. Wort of this Division is bound by the General Manufacturer's name and number Indicate typical quality and features of the fixture. Fixtures shall be of Divis Conditions, Supplementary Conditions and fon`1 In typos approved by State Health Department addition to this Spoelfication and accompanying Manufacturers as listed; or approved, See schedule on orawingai Drowings, Enameled cast Iron fixtures shall be acid B: Provide Demolition of plumbing Items as indicated or resistant. i implied by Architectural and other project drawings. B. Traps: Exposed traps that Are readily accessible shall be not less then 17 gauge chrome-platod brass tube, 1.2 SUBMITTALS' metal to metal ground Joints. Deerbomf Standard Brass; 'or Approved. C, Provide product Data for the following Items; C. Supplies and Stop Valves! All fixtures (I.e, lavatories, sinks) shall be Mad with chrome-plated solid brass i 1, Valves stops, replaceable neoprone'seat, 31W tube riser, 1/2'i brass nipple to wall, loose key handle, escutcheon, 2, Fixtures and Trim Provide drop eor elbows, Brasscraft, American 3. Plumbing Specieltlea Standard, Kohler, or approved. D, Gas Valves; Provide valves snatching line size; do not 'i 1,3C,EC, TITLE • 24 reduce piping at valves,.-- A, All p!am6htj equipment shall he in oomplianou With the 2.4 PLUMBING CLEANOUTS ' l Building. Energy Efficloncy Standards latest editions; ' A. General 1A QUALIFICATIONS; 1, Plumbing cleanouts shall be Installed in the A. Work of this seetlon shall be provlded by a licensed drainage system where noted on Drawings and where specifically rogUlred by the governing Phimbing Contractor Expedencetl in the Installation ;and Contractor r tApeelnced I t Plumbing Code, Cieancuts to be full line size. modification of Cleanoute Shall not be located under bulldings; extend to outside, Cleanotits shall be sealed to finish to ensure that waste does npf flow Into Well or PART 2 PRODUCTS floor cavi when cfaanout Iso ened, Cleanout follows; p types as a, Wall Cleanout; Cast Iron caulking farrule, 2;1 PIPING & FITTINt3S Coated cast Iron countersunk plug, In frame A, SANITARY WASTE, VENT PIPING WITHIN FIVE construcilon, round nikaloy flush access cover, with satin top, ane„„tier lugs, Cover-plete FEET QF BUILDING BELOW SLAB; ASS plastic pipe- and fittings with solvent cement joints, secured with vendol-proof screws, use Josem Series 58760. In blo&conslrUction; use B, SANITARY WASTE, VENT PIPING WITHIN FIVE Josam Serlss 50710.or approved. FEET OF BUILDING ABOVE SLAln; No-Hub service Weight east iron sell pipe With Husky stainless steel b, Floor Cleanout: Finished Areas - adjustable ri bands, Screwed cost Iron fittings or DWV cast Iron body, Inside caulking connection with ;xr' copper pipe may be used or Von tpfp na Internal bronze, cleanout plug, Scorlated sarin' nikeloy tap, secured With'vandalproof screw. C: DOMESTIC WATER PIPE ABOVE GRADE WiTHIN Provide carpet cleanout marker whore I, FIVE FEET'OF BUILDING; Type L copper. Inatoled In carpeted floors, Josern Series D. DOMESTIC WATER PIPE BELOW GRADE WITHIN 66000, Use square top in ceramic toe floors, Josam Series 88020, or approved,, FIVE FEET OF BUILDING; Type l<copper, Sliver z , i eolderjolnts, � RECTION 16400 _ OLUMBINGI PAGE•1 �,,, .....a-w> t+' r,w.,�;;, . .t "'I'” :r'"' N."" .yff w. ............rr 'KY "^Yr«ww...µ�Y'' `°" ,•r _ rvr � _w t „ e M , GRIFFITH & ASSOCIATE'S ADDITION TQ BUTTE COUNTY 1608,101200P FIRE STATION NO. 74 GridleyCalifomid 23 BTU-INfHR-sq,ft.-F ® 7.5 degrees F. Mann t: �• temperature. White kraft and foil reinforced with glass Ji SECTION 16260 INSULATION fibers (all service jacket), self -seating lap, vapor barrier on cold pipes, Johns -Manville "Micro -Lok AP -T Plus", Owens -Coming 124ASJ". PART1 GENERAL Is. 1,1 CONTRACT CONDITIONS, PART 3 EXECUTION A. Work of this Division is bound by the General 3.1 SURFAPE'CONDITIONS Conditions; Supplementary Conditions and Division 1 in A Inspection addition to this Specification and accompanying Drawings, 1. Prlorto all Work of this Section, carefully inspect the Installed Work of other trades' and verify all i 1.2' SUBMITTALS such Work is complete to the point whet¢ . Installation may property commel ce, A. ` Provide manufacturer's data forall insulation products 2. verify, that the Work of this Section may be Installed to be used on this project. jn accordance with all pertinent codes and' repulationeand, the approved Shop Drawings, , 1.3 RELATED WORK SPECIFIED ELSEWHERE e, Discrepancies A. Basic Materials &Methods • Section 15050: 11 In the event of discrepancy, immediately notify, the B. Plumbing -Section 16400 Architect via fax. f C, Heat Transfer - Section 15663 2. Do not proceed with Installation in the areas of discrepancy until all such discrepancies have been ; D, Air Distribution -Section 16880 fully resolved. a}stjJ 1.4 C.E.C. TITLE - 24 3,2 GENERAL i. A. Insulation shall be applied, on clean, dry surfaces, after A. All piping insulation shall be In compliance with the, inspection and release for Insulation., Building Energy Efficiency Standards Section latest g, All Insulation shall be continuous through walrand edition, ,- , calling openings and sleeves. PART! PRODUCTS 3,3 DUCT INSULATION 2.1 MATERIALS, A, Inside Dud Liner B. All glass fitter coverings and llners shall have a 1, Install in all duct plenums, Apply to flat sheet metal ' composite fire and smoke hazard rating as tested by before fabrication with 100% adhesive coverage. procedure ASTM -E-84, NFPA 255 a^d UL -723, not On duds over 20" in height or width, the liner shall exceeding 25 flame spread, 50 amt developed, All be additionally secured with pl,°:i on 15" centers. accessorie such as adhesive, mastic cements, tape, All exposed edges and the leading edge of all a:",t 11abdc oaths for fifting shall have the same cross joints of th3 liner shall be, coated with component ratings as listed above. All materials must adhesive, conform to the Uniform Mechanical Code, latest edition. +` B. Outside Duct insulation; 2.2 CUCT INSULATION 1, In noncondltioned spaces, where existing adjacent. P ductwork has exterior Insulation, provlde matching 13 A, Inside Dud Lll!%.. Flat sheets, one inch thick, thermal insulation3.4 PIPE INSULATION S j conductance of .25 BTU per inchper square foot per deg. F. per hour at a mean temperature of 75 degrees. + ^" t', Johns•Manolle "Line Coustic"; A, APPLICATION: I ; 2, Owens -Coming %eroflex", Certain -Teed. 1. Potable hot water plplrig above grade: V fiberglass;, 31411 flexible closed cell. B. INSTALLATION: 2.3 PIPE INSULATION 1. Fiberglass (Hot Surfaces): All joints firmly butted , A. FIBERGLASS: Proformed pipe Insulation with minimum together. Seal jacket lap joints on top or back so density of 3,51bs, Per cu.ft. and a maximum K factor of as to be least noticeable. Insulate all fittings and SECTION 162G0INSULATION �'•' _- PAGE -1 ,F GRIFt•ITH & S 0 C I A T E S ADDITION TO 11UTTE17KTR 1608: 10/2000 FIRE STAT 6ldley caiifornia ]] i 1 3. Unit Mabinet: / y """ SECTION 15760. �.,,n A,�x�!� ` �a-, sr � z �" acted of . a. Unit cabinet shall k I' , phosphated, zinkr",, " •. r' 1 -painted steel ca;rable of withstanding .r hours in salt PART GENERhL, 4 spray. `i b. Normal service shall be through a single ;, removable cabinet panel. 1.1 CONTRACT C()NDIT1ui!s; c, ': The unit shall be constructed on a rust proof basopan;thal has an externally trapped, t A. GENERAL: Work of this Divislun is bound by. the i general conditions, supplementary conditions and integrated slcied drain pan. d. Evaporator fart compartment top surface shall Division 1 in addition to this specification and be insulated with a minimum 1/2 -in, thick, accompanying Drawings: flexible fiberglass Insulation,: mated on the air side and retained by adhesive and mechanical 1.2 SUBMITTALS means,:The evaporator wr,i1 sections will be insulated with a minimum semi-rigid foil4doed A. PROVIDE Manutocturem product.data and shop board capable of being wiped clean. drawings (orheat transfer equipment. Aluminum fall -faced fiberglass; Insulation shall B. Provide certification of compliance with regulatory be used In the entire indoor air cavity section, +, Unit shall have a field -supplied condensate requirements, e; p. i 4. Fens: `, 1.3 RELATED WORKSPECIFIE D ELSEWHERE:a. The evaporator fan shall be 3=speed, direct- " A. INSULATION; Section 15250 drive, as shown on equipment drawings.: b. , Fan wheel shall be made from steel, be a B. CONTROLS AND INSTRUMENTATION: Section double -Inlet type with forward curved blades ;11 75950 with corrosion resistant finish and be dynamically balanced. c: Condenser fan shall be directdrive propeller 1.4 C,E.C, TITLE - 24 type with aluminum blades riveted to corrosion A. All mechanical equipment shall comply with the resistant steel spiders, be dynamically 1 t 13u1ldlrig Energy Efficiency Standards, balanced, and discharge air vertically. ,... 5. Compressor. a Fully hermetlo compressors vAth factory- PART 2. PRODUCTS installed vibratlonasolation, .' b. Reciprocating and/or scroll dompressors shall 2.1 PIPING 6. be standard on all units. Coils: A. CONDENSATE DRAIN PIPING: Type M copperwitli solder joints, PVC plastics as approved by Cc de. a' Evaporator and condenser coils shall have 50-50 aluminum plate fins mechanically bonded to B. REFRIGERANT PIPING: Hard drawn Type L copper, seamless copper tubes with all joints brazed Factory cleaned and sealed for refrigerant use, Wrought or forged copper, fittings Withsilver solder (copper/copper and vinyl -coated construction available as factory -installed option), Tube ' Joints. � shoot openings shall be belled to prevent tube wear. , 7 Heating Section: 2,2 HVAC' EQUIPMENT a: Induced -draft combustion type with energy A.. Packaged Roof -top gas fumace/air conditioner saving direct spark ignition. system and redundant main gas valve. b• Induced -draft motors shall be provided with 1 SYSTEM DESCRIPTION: Outdoor rooftop solid-state ensure mounted, gas heating/electric cooling unit utilizing a combustion. adequate irnowffor combustion. hermetic compressor for cooling duty, Unit shall hermetic rc shall constructed of c The at exchangers discharge supplyair vertically or horizontally as mated tel fo on resistance, aluminized steelf for shown,on cotract drawings. Condenser fan/coil Insion d. Burners shall be of the in -shot type section shall have a draw-thru design with vertical discharge for minimum sound levels., constructed of aluminum coated steel., shall l? e. All gas piping and electric power, enter the unit cabinet at a single location. E ce, heating B, 2General: Factory -assembled, . Refrigerant and cooling unit. Contained within the enclosure (1) Refrigerant components shall be of r shall be all factory wiring, piping, controls, the fixed orifice feed We. refrigerant charge (R-22), and special features required prior to field start-up SECTION 16760 HEAT TRANSFER -. PAGE -1 GRIFFITH &-ASS'CCIATE'S ADDITION TO BuI E COUNTY )608:10/2000 FIRE STATION No. 74 (Gridley Califomid .N4�i1 2,4 AIR SYSTEM SPECIALTIES C SECTION 16880AIR DISTRIBUTION A:, Volume Dampers: Butterfly type with locking quadrants, " adjustable handle, Minimum of 18 gauge galvanized sheet metal, In non -accessible areas, use Young Regulator Series 986 or 987 concealed air split I PART 1 GENERAL regulators, or approved, , B. Tum Vanes: Non-adjustable 90 air turn; 26 gauge 1.' CONTRACT CONDITIONS galvanized double wall steel blade, 24 gauge galvanized steel side rails, Vanes 2-119" on center; H- A. Work of this.Divis)on is bound by the General & Work E•P Nigh Efficiency Profile as manufactured by Aero Supplementary Conditions and Division 1 Inr Dyne Co, or approved. addition to this specification and accompanying Drawings. PART 3 EXECUTION 1:2 SHOP DRAWINGS A. Provide Shop Drawings for the following Items: 3.1 DUCT CONSTRUCTION 1„ Ductwork extensions A. Construct ell ductwork of insulated sheetmetak or flexible dud as shown on drawings. All plenums and 2:; Grilles Registers connection to equipment shall be attenuated sheetmotaL Construct all exhaust ductwork Pi moist air 3: Diffusers { _ locations of aluminum ductwork. 4. Louvers ' 6. Dampers 3,2 DUCT INSTALLATION - 1 8, Ah System Specialties A. Ducts constructed and Installed in accordance with Uniform Mechanical Code, ASHRAE Guide Equipment r I 7. Exhaust Pans Volume, SMACNA Low Velocity Dud Construction Manual, and SMACNA Fibrous Glass Duct Construction r '+ PART 2 PRODUCTS Manual, latest oditiohs, a e; All ducts plugged with sheet metal plates during 2.1 DUCTWORK construction, kept clean. C: All duct dimensions shown are )holds dimensions. A. Metal Ducts and Plonums: Low pressure Duct Work Where Inside duct' Insulation Is required, duct (not exceeding 2000 FPM) - galvanized sheet ductwork dimensions are to inside face of Insulation, See shall comply with Uniform Mechanical Code, ASHRAE Insulation Spocifications; Guide Equipment Volume and SMACNA Low Velocity, Duct Construction Manual, latest aditions, D. Provide neoprene glass fabric connector duct side of fan Units, 2" clearance between metal work, B. Flexible Ducks: Coated aP ring steel spiral bondoO to Integral seamless air seal, and wrappsd with 1" Ventfabrtca Co, Veniglesa , DUrodoe, fiberpiass insulation with vapor barrier outerjacket. maximum 181ximumm working pressure of 1.112" w,g, Duct must be listed and comply with NFPA 90A standards of not over 25 flame spread and a smoke developed rating of not over 50. Installation according to END OF SECTION 15580 man*ctUeeei rocommondation% Fern-Flek,,Gehflen„ Thermo -Flex, or oqual; 2.2 12k4AUST FANS A. Manufacturars as listed, or approved, See 'schedule on Drawings, 2,3 GRILL% REGISTERS, DIFFUSERS, LOUVERS; DAMPERS A, As manufactured by Carnes, Titus, barber -Colman; Krueger, Anemostat, Tuttle & Balley, ThenhafUaer or approved. See Drawings, SECTION 16080 __ ..AIR DISTRIBUTION__ PAGE -1 GRIFFITH& ASSO'CIAT'ES }AWTION TO BUM COUNTY 1608, 10%1000 FIRE STATION No, 74 Grldleycollfomtd' o, Floor Cieanuut: Unkihad Concrete 4 Cosh '6,3 CLEANING UP , { .Iron cleanout With scodated cut-off sections, bronze internal plug same alzo as cleanout: u h dean all A, Odor to acceptance of the bullding� thbrog Vond3lproof heavy duty scorlated coven expossd portions of the plumbiog instalirtion, removing all labels and all traced of foreign substances, using ,losam Sones 58030 of approved; onlya cleaning' solution approved by the manufacturer 2. Outside Amos: Cast Iron cleanout With straight of the plumbing item and being careful to avokl all body for caulking into hub, countersunk braes plug damage to flntshod sur6000. same ilia as soil papa. Sot flush with finish grade Ira 12"X 12" concrete Pati, Josam series 68880 or approved. OND OF SECTitSN 16400 PART 3 EXl c06N 3,1 PIPE AND0-17INGS A. d6rieml: piping eloped at 114" pb"r toot unless otherwlse noted on plane, Changes In stzdi made with reducing and Wyv iittIngs; -0. Vent Piping 1, 'Vont through mot- flathed with 3 ib. sheet food for buillup roof systema, flashed with soldered In motchtng Vent Aashln0 tot metal tooting, ,. 1. Jolote * no hub bast trod br 00owed cast iron dralnape RtUngeWith maximum df 1S%ofthreads showing, 3,Installabon piping sloped minimum of 11z" par 1tf font, Hold 6xpasod piping a6 near framing as podsibie', parapet and plumb to building Unosa. Coordinate Venn tot minMmum number of roof penottallons C'x L'oer Tubo; Ah jalnts shah bdilivet solder, of 0.S till' antipPmony solder, All joints below grade permitted only wharA rlcreessryi and bnty wipi ellvorllbidetjbinta. 0, WaterhammatMltef 1, prciVide ,stet lianimetartosting device When necessary slid iia fopoviai a, All Slush Valves and sblenold 01466, 3.1: PIPE I'E57" A'. bomoitldWatetMOO rest hydrostofloalty at 11�a pit. fterhstn Undat pptessum tot rnlnimum of two hours with no lesliage. h buliding brainage, Waste and Vent PiON.' Feat hydrost kbpy by tiling piping a'ysteni With Watef to the higheat point. The Wetat shell be kept in the system for at least t6 minutes' bolore Inspaction starts, System` shop be tight at ap points C ' doe Piping: ibst to accordance with NFFIMd„ [ yi 9bCTttl rt'IMod PAGE2 � ... x u.w •amu.. n:..rtr M.•x t! '- .w...... �,. ....aaMfi •.r,:".., GRIFFIT,H & ASSOCIA_TES ADDITION TO BUTTE, COUNTY ' 16Q8 iP/24Q FiU STATION No. 74 GricileyCallfomla �.,. Pongee size a" and smaller to a total thickness equal to the adjoining pipe insolation and finish with` adhesive. 2, Flexible Closed Cell; Insulation shall be slipped on the pipe prior to connection wherever possible, and the dooms shallbe sealed with adhesive. Where the slip-on technique is not possibla, the Insulatlon shall be alit and snapped over the pipe: Fitting Cover Insulation shall be, fabricated and installed according to the manufacturer's recommended g procedures. p 316 , CLOSING IN UNINSPECTED WORK A. General: Do not cover or enclose Work until it has been property and completely inspected and approved; B, Noncompliance; Should any of the Work be covered up or enclosed prior to all required inspections and' approvals, uncover the Work as Mituired; and, alter it hes been completely, Inapscted and, approved, make all repairs and replacements with such materials as are necessary to the approval of the Architect an! at additional cost to the Owner, 3,6 CLEANING UP A. Prior to acceptance of the building thoroughly clean all exposed portionsof the insulation natallgUon,. removing all labels and all traces of foreign oubstonce. Remove v ` all debris accumulated by this Work f END OFSECTION 1525o; {{ 1 �i SECTION 16260__ .. INSULATION __ __ PAGEr2; GRIFFITH & ASSOcim'e'S ADPIT16N TO BUTTE, COUNIif 16Q8 r 0/20ot)' FIRE STATION! NC), 74 Gridleycanfomlo g. Filler section shall consist of Hold -installed; throwaway, I -In, thick fiberglass filters of commercially, available sties, PART 3, EXECUTION If% Controls and Sofetlas; n-tr9is shall, be complete with a trate EPriaNOtTIONS a� b, Safeties soon ooltage shall, ln�� A,i INSPECTION o all wont of this Section, carefully sotkl-state compressor protoor that provides inspect the installed work of all other trades and verily, reset capability, that all such work is complete to the point whore this 11. Operating Characteristics: Intonation may property commence, Verify that the a,- Unit shall be capable of 04,rtlag and running at Work of this Section can be Installed in accordance with all pertinent m is and regulations and the approved 125 F emblem: outdoor temperature par maximum load criteria of ARI Standard 210. Shop Drawings, b, Compressorwith standard colttrols shall be, 9, DISCREPANCIES' In the event of discrepancy, capable of operation down to 40 F ambient Immediately notify the ArohltecL Do riot proceed with outdoor temperature, Installation in areas of discrepancy until all such c'; Units shall be provided with fan lima delay to: discrepancies have been fully resolved, prevent cold air delivery before the heat exchanger wanns up, d. Unit shall be provided with 3(),second ton time 3.2 REFRIGERANT PIPING iNSTALLATIQN delay atter the thermostat Is satisfied. A. GENERAL, only qualified personnel shalt perform 1;, E eclrical Requirements: Installation of piping, Nitrogen shall be flowed through (1) All unit power wiring shall enter the pipe while welding joints. When. installation Is unit crrbinetat a ainglelocation. complete, o pressuretest using nitrogen shall be 13, Motors; performed for a 24-hour period, Test pressures: law high 250 While piping Is a; Compressor motors shall be of the refrigamnt» Bide -150 palg, side- psig. under prossure, a soap test shall be made to determine with cooled with title break:helmet acct If leaks aro present. Defectivve joints shall be ro-break, current ypee p dlsaser ,isd, evacuated to 2,5 MM of mercury b. All fan motors shall have permanently absc r L"s use of an auxiliary vacuum pump: lubdcatcd bearings; and Inherent, automatic. Charge system In accordance With manufacturers - reset, thermal overload protection, mcommendations. c� Condenser -fan motor shall be totally enclosed.r 14, Social Features: _ a; Louvered Grow 3,3, CLOSING IN UNINSPECTE- WORK a Wire dila shall be standard on all units; i on a l A. 'GENERAL. Do not cover up or enclose Work until it Louvered grille shalt be and u has been and completely inspected and. factory -Installed option to provide halt p approved,properly guard and vandalism prbtedlan, b� Call 0ptlona; g, NONCOMPLIANCE; Should any of the Work be a) Shall Include factory -installed op3onal covered up or enclosed prior to all required Inspections copper/copper. and vinyl -coated and approvals; uncover the work as required and, after refrigeremt colla, 4 has been completely inspected and approved, make c: Economizen all repairs and replacements with such materials as are a)Economizer controls capable of p*ding necessary to the approval of the Architect and at no free cooling using outside elr« additional cost to the Owner. b) Equipped With low leakage dampers not % leakage, at 1.01n. wo. " . pressure differential, 3.4 ' CLEANING UP c), Spring ratum motor shuts off outdoor,A GENERAL: Prior to acceptance of the building, damper on power failure: thoroughly dean all exposed portions of the beat d Manual OutdoorAlr Damper: Transfer Systema Installatlons, Remove all labels and. e) package shall consist of damper, an traces of foreign substance, using only a cleaning birdsomen, and rainhood which can be solution approved by the manufacturor of the Ire", to admit outdoor. air for year-round equipment and being careful to avoid all damage to ventilation, finished spaces, all debris aectrmWated by 84 Thermostat a) To provide for one -stage twadng and ,Remove this work, cooling in addition manual or automatic changeover and indoor fan control 15, Approval; All equipment shell be listed as approved End of Section" for use by the California EnergyCommassian 18. 'Manufacturers: Carrier, or approvod equal 8E"ON 16750 I-ItK TRANSFER ... PA66. t M GRlP.FITH & ASSOCIATES _. r AbpiTIONtoBUTTE COUNTY' 16001. 10/2001y FIRE STATION NO, 74 GrldleyoAtomw 8. Provide phenollo label tot dach thermostat and almliar ^' equipment IdentlMng such equlpt'nent by appropriate SECTION 18960 unit numbet and function. CONTROLS AND INSTRUMENTATION' 3.2 SECUENCE OP OPERATION FOR V PART t GENERAL,THERMOSTATS A. Cdtoplyyilth OGv ei policy. 11 CON TRACTCONOiT10N3'. 3.3 CLOSING IN UNINSPECTEO W6RK A. Work of this bivlslon Is bound by the Central A. donoral; bo not cover up or encloso, work uht7lt has Conditions; Suppietnentary Conditions AM WAtion '1' In been ompsrly and completely Inspetaaao End opproved', additlon to this SpechlcaI10 and acoomPAnYing brawings, p, Coinpllanow, Should Any of the work be covered up or enclosed odor to all requlred inspections and Approvals; C. Work of this eeduan lndudea relocation ofcietin g uncover the work as required And, after h has been HVAC control system components, Including dompletefy Inspected and approvod; make All tepaks tnierconnncUan to the exlsfing onorgy management and ieplaoemeltts with Much triawdols As its nebessary control system. And the existing'llre and smoke alarm to the app(Oat of Ute Architect end at no additidoil t"tdm;. boat to the Owner, ;. 1,2 RELATED W6AKSPECIFII+OttOWHEA11 PNtf'$PSCCflbN115050 ' &AirClstnbuflon=Section1t 601,3 dUALIFIC0045 A. Contractor experlcnced In the lnstailatlon of the sp6df16d control systain, whether It be the MechAnicif Contractor of A Control CbnWcfor shall funtish And " Install all components spoc)fiad herein, !s " M SUBMITTALJ. A. Provide shop drawings for 61164ulpment t6'b3AUd"661 the project, S'. Provide produtd data for ail64UIprhont UMd on the prolect PART g pi QfiUCTt# z1' VVIItINtt A. All wiringIncluding I"' Voltage installed to conduit In booformanoa with tllvlslon 10, MAxtmum.'d0hWI voitaaei24mtsingi®'phase, All tyirihobyMachihIdst Contractor except as shown on eldcIddAl dratvings mechanical Contractor to doofdinats With eledrlool regard1 ig,ainndcWn with oiedrl�Al suppl)r". ��, E4UiPMENT l A, rotor to drawings t#;, 'ihermostats J. "dheywell733orequal ,' PAtt1�� +f�CuTIoN fi 3.1 INSTALLATION F X Mount thortnostAls it & above Will Modr, 6gdT16N 15956 _, CONTFtOLB ANp INSYTtUNil f�iATlf�i�l .. ..:., ' PAGE a 1 w., ..„..... ........,,. _.. „ u.,...... , '114 & AtISOCIAl l W*mm to *0 Mk*4 6fa too* l6staw w* Am mis** to o W* Q, h6wft'" Ail> iy a tisi5 fio 1wift AN WMM*Ati MA4tv=b= tOokaw W" 04 ws it PAGONi 'dry Aa ' No, 74 Cf lei Of *"kom li Vmftftkft, mehm16 iri�►�stltlt�►4iar� J1d1&"A* 0 k +ti a�rtN�e+tb.rrtra bbl .. . YziwWreti� �4 �N670� �llll RF r1V1A1K�, �y�.y yypyy jay �y y,,.� i. 1'�III fi99«.il i 1 1 177,k�ij�yy��1y I�a9Pfi Li +Na��y Off ��y, �N►y1,,%�7{�Af{S{L�I ��7�iy��'J �. �p�yj § �01 '4ROTEp ��!'Cf� I�ASfAF��ti�+ 'j tp� ��'`'�`^�yy'�'}�,,1,�{•��yyV�'{��'�i,.,,��,y-y��Ng�dJ�,j'd�1.'4y3y�y. +�y' .,t�SLyt�li!'7 ryFiIV17Ltl4il �'1lEi"krx4'aV. 1'ME,iCyk}15 1Au1� y{ I'� Wi:+i��Im7Faw'1!��,,�y�y� ��' �y y�:�:1a�.a'i ��y!i��i�t,"yr��V�'�w�t p€` r.• �y�y�y��-l�,,��y ii'1E bYx� �` Uti1� ��d1 �i��ayr�►�.t'��.r{��r»��;, til � '��e�y pi �'stlr� ie��l�id �� a�si br�e�! ��c44 ri�i f }1.�i"� ��, �E1r lIS/�1PV1N .,,�,.,.��,C��ISiA411T17 7��'"='9 i� M..- a •••�� - �:crsn �rv.1�1 �,_,• �,yr ei r ud -, q� .Lslrr.i.2a�i WE f t + OO, 74 i � 6ft.*W b �! �f b'p4�► �t�n'tl��k, i� dna tea' ,,y �# Fw4Gyp �lJA9.l Rlli aV�®�y� 1f1fRt7RY0lYYfi �� A V RY{7�L�1�,,lyAi{I PS:7T��1 F/Q f�A7R7Q A`ft/7 .�[�R� qqA�-' i ,W PAOZ41 0 R, IPrIrH & ASS0c.IAr s ADD TION TO SUM COUNTY 16091 100000 FIRE STATION NO. 74 OddleyC611fornia Standard No, ULA14 and be Ihted In Ebttrleat Conatructbtti'EMINENT. shall comply 0h applicable codes and Materials, Ust,. standards: Fkting Types: Light Mums, Provide as Indicated, including Ism pa and supporta complete and toady for operation, Support fixtures g Conduits; Crouae•Hlnde "poen 8" or. equal, to ras,lat selamlo forcoa as shown of rdquirod, Fixtures, tamps, trim and diK m shall ba clean at limo of Anal Flexible condut(itin s• ueexe mtp g Sq : da typo or r aao lanae. FNoroecent lam pbaliasts sliaU be C9h11Ei1; p n Waterthroatight type with gland nut where required with Inauletai •sAvero, high powerfActor, p hJghedod, C mss UL therrnalj�ce tt'"' p P, aboW ENIt`(ttings; Steel, setscrew type. Box connector With; Fluorescent lamps ghat be one* Ondool. Insulated throat, Panelbowds (if indicated) Federal Spec. W10.116A lg) and Condudoret Federal Spoo, ,f•C•30A (1)04 lied t'4), shall W bf the type and arra60i ant as indicated. Copper. Btshch droAconductnts shall not be arnalter th6h panalboards shall be clrcuft brebkat Iaqulpped typo i, dead No.12 Amodcan VMre gage (AM). Mechanical equtpmiant control circultry conductors than not b� Wallet, front 66nsIrUdl6n Wth hinged "able door, Front trim With concealed trim elarhot. Psne�boards thvil be provided WAh t tri; loo volt' than No, 14 AWd, All conductor InsulationshnN a sapsratge grounding but tetminal strip for individual rated. InautaUon for feeder conductors be typeyr' A oroundin conductors, Buseashall 06006COMW ct pq tri Conductors In cable ire shalt be maid-Cantfo of type 76 or y bretxr to salols, withstand rated ohort dreuft eurrente USE opproved lot cable tray use. Ottar conductors shalt be, type `f W, T", or VHN Whore applicable. Condudohi Ay, copper,percent oondudlv�Cbnductoand fitt shall be ro xtxe NO, 8 AiWt3 and tger sf cbnfotmanee whh UL StsndardUL,Q7; dlicolt multi -0010, k ogle pobadm t b , bhafl be tingle pato and SI aakere Shari be NII rriodute: be straoded r oppat, std percent b6oducttvty� Bozos. �3anerel use outlet bbxas sha1Y be one tsteca deep elle; Wpoles shall not be instated In a single module. Mutl•pols dreult breakers shaf(be of the Intenislly ctsrnmon ldp type ttaving istango opotatng handle, Fol bites of 130 dmpores let less, bretkars tray cottalat of s alnpb pole drewtE hot dipped gatvantred sisal, gang typo and shall factory assembiod into s permanent muftf pole Unft htug In conform to Fodotal Sped. W"666 (3), and UL 614. typo dr6ut breakoro shat not 1s uaetl ex.eet let bad Sectional boxes shall not be used, potxbs Installed expoaad centers, id intedot aUrfaca andfn a t64dt locations shall bs oast at row hub type (sea drawlogs tot vandal protectiond t osd Centere: Menufadurotrs standard, a spptbVod' by Asti: wb requirements), Use gasketebthefprbot coVera tot extorl6t locations. Each bolt shall W largo anbugh to n uWtchboard. Shin eibnkrrri to latest applicable re W*M to accommodate the *Ulted numbetand sties of OodutaY eonduttors, splices and Micos, SWlteh and f6boptacla of leEt•i NEMA UL, UL; State of Calftila ludustd Safely TWO r3, and WUESSC and shat be of tEandard design, boxes shall ii e hot lead than 4 Inches tq** by 1.112 Intoes SWftchbbaml thall be diad front; dead reef, safety type, Vrfth deep tot alogle devleos and 4 f V16 Inched egpare by 14 tis full height tipper bude3, Indurated MUM and ground bUd. inches deep toe two ds&dsr l]tstdbutitln prdtbcth+e devicot shall be teWVabld front front;: and shall be group mounted With line and load &hhfi6Vo4, ltbceplacldt: Fed+oral Sped, WC•Getieo,Wintennedlater accessible, glade, Duplex ret*;A,j lea shat be ihtea WW gtaundldg type rated 16 impere (amp) 129 volt (vi oftematino currant Cabie(ray system- shill 6606th to latest appllWbl'a MW NSMA, UL,'State let arcthls, End (AC), y tl AG f Itbd shall be phenotio compoun add of caldi to M06 exIiNd, Receptacles shalt have ONmt rd and bcrew typo tarmln 1C A 006W6 gtbunding tbriduttor tVith §keels; .Ispat temente of shall be a bimpleld assembly Wlth WoUfactUred 61boWs, . 6tfaets and Vertical frena►tlont, uspens►6rt systems dhoti tie' colorod lhWattori shall be tannlnated len a 4e06rs"te constructed of approved manufacturers stdhowd brackets groU'irding bug lel the paneiboatd. 7hls grounding bus thall ores bpprbved by Ale, Wray bb fabricated of Un unctibd' In turn be tied to the bufklino gtdtind.'Provlda lablated 4JOINOW arranged to ptovida ibdtOtoble appears n, 64 Bound type receptad i Whoroindicated, Wall withos;todoral;Speo.W-64OdIN1` Mb.'(W); PANT3,t-XkCUTI6N nteedlate` grade. SW►tbhes shall be rated at 16 amp,, "Imi 0012'>7VAC, single p olc 9rutcho6 shall be bf the totdlly 6001: Ci1N" Nr Bafofe ryMco6diiid unlit eiiWcai wdrkv bncibsbd tumbler type, body shall be of phdnbifo b6nipound coordinate schMuling of bWnbei eloctridAl Wo* to be And of Color to thatch 64000 dd)acelil perfomrr>d con6Umenty, Plated 6utiof, twitch apptovsd dtalnibss steel, dull finish as INSTALIATitiN Instal agUlpinsnl and in6todals ln' apol&dd by Archtbd. GANinitad talked type for expasad acodtden'66 With manutadutorewinatNctlons, Uaino it one b6x66. tlasketed Wedttleryirobf type With spring:Int 6646 H& sitarist Intlaliatlbil. that are appropriate to substrate and tacommertdod by Manufacturer 61 unit; halals Unibt pfutfib and level, firmly d"nchaiod l6I660666' and M heights fndidbied. Install system 06 thown 66 apotdVed shop draWl* iii acbdfdAhce' SFC oodo0d f ECTFlfCI1L11twJftK . _.._... L,_„_: _ PAGE � 2'