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2 -�3 o u I Q-1- MAHMOUD SANATKANI, P.E. Consulting Civil Engineer P.O. Box 2585 SARATOGA, CA 95070.0585 -zE✓ i S E n Imo. GAL �t=hM 1 MG -I >,%fL I7L c 2v.a ta4F VV, y-oro 1 JOB '4r'7 ^'i_O AN N SHEET NO. or{ Q CALCULATED BY DATE 1 t) 11 1 CHECKEDBY DATE .�K In br-� W - (co �2•S� -f C� '-S� -}-l(/ jIS� -�30 1�`"r� I� 4�13 4-m. C,Z) ye.I. zxo f7r3 -2 . L- � / w, Go( T/Z )+/E? -; o !• t P I e 3 d�r 176=7 • 4,too 0,so4lo-So 1.\.r aL,L �4 _t'DFt- 1 4, R 1 5 Z Clz) � ¢� . G ��� d-x� ei� 1 (tL�� 4rla kd sla 1'�� i The Forum at Rancho San Antonio February 12,1999 Mr. Robert Cowan Director of Planning Department City of Cupertino 10300 Torre Avenue Cupertino, CA 95014 Dear Mr. Cowan: • In response to the request of Ms. Vera Gill of your office, this is to inform you the Board of Directors has approved the following: (1) On the recommendation of the Foram's Architectural Review Committee, the Forum has approved the application of Mr. and i✓Irs. Frederick W. Mielke, Jr., the residents of Villa No. 57 at the Forum, for alteration of Villa No. 57 in accordance with the plans drawn by Richard Haro Drafting and Planning, Inc. (2) The Occupancy Agreement governing residents at the Forum prohibits their renting or subletting of any part of their residence, or having any guest stay with them for more than thirty days without special approval by the Forum. Sincerely, Lynn R. Darst General Manager RCFEn 55139.6740 R.tna II., I.ut.\nnmui Rcttrcmcnt I m,mct wpnitim, It( 171'= _„nnt n,tn1(c, Dmc t uln-mim t ahWrn,.to;nl 1 .r,;ntntt.ululu ! V. ;nt-nt: vi'u FRF.ULRICK W. `IIELKE- JR. Y_UUO VIA ESPLENDOR #57 CUPERTINO. CALIFORNIA 95014 Y I J;_nu.:ry 20, 1999 ;::r. Robert Cowan Director of Planning Department City of Cunertino 10.300 Torre Avenue Cupertino CA 95014 Dear Mr. Cowan: ..s reouested by P.'s. Vera Gill, this is to inform ,you that the two rooms with extra toilet and wash basin that oe propose to add to our residence at the Forum will be u:•ed for hobbies and other personal projects. .+e are fully �w,dre of the restrictions on the use of our residence contained in the Occupancy Agreement under which we have the right of occupancy at Villa 57 of the Forum. Sincerely, • FRED/ERICK r M LKF., JI3. LCit:'tAII!� 7Z. MIELICIC aY-1 l -1999 TUE 10: 23 Ail 4ROM INC FAX N0, 6 611363 P. 02 NYS'TRO M 1701 Madison St NE Minneapolis, MN S5413-1400 BUILDING PRODUCTS FA 800-547- FAX: 800-317.87708770 MAKING YOUR JOB EASIER 10 YEAR PERFORMANCE STANDARD Nystrom Aluminum Floor Latch Below are the standards of quality established for the Nystrom alumintm floor hatches. These hatches have been engineered to meet the requirements for n 10 year warranty which is the longest in the industry. Nystrom can match any manufacturers standard specification but Nystrom will then warrant the product to tbat manufacturers standard warranty. Standard Product Features and Benefits: i • HARDWARE: The following components are manufacnucd from t1316 stainless steel which insures years of corrosion resistance with virtually no maintenance: compression spring and brackets, slam latch, hold open arm and all fastencts and nuts. • MATERTAL: The tread plate, structural frame and hinge are constructed of type 6061-T6 mill finish aluminum. The structural aluminum frame and hinge provide a high level of corrosion r sistaoce and durability. The aluminum tread plate combines this rugged corrosion -resistant durability and economy with the safety of all-weather traction and ease of use. • OPENING. FORCE: All hatch designs allow the doors to be opened with no more than 10 lbs of opining force. The hatches automatically lock into the open position at 90 degrees and can be released and closed single handed. The counter balsncing/hold open arm mechanism allows the hatch to be opened safely and with case. • TAVE LOAD: All hatch designs are engineered to support the designated live load requirements with less than 1/240th deflection over the total span. • HrNGj: Hinge: Yx 3" heavy duty butt hinge with stainless steel pin, fastened to the door by 0316 stainless steel carriage bolts. Slotted bolt holes in hinge to allow for onsite adjustment. • t:ASKVTjNQ: Neoprene gasket between door and frame lielp to prevent water leakage and on exterior doors keeps the leakage is the goner frame which is channeled off via drainage coupling. • MATING: Minimum 4 mil bitumhrous epoxy coating is applied to the structural aluminum Game to prevent against galvanic corrosion frorn contact with concrete. • P_BD HAN11f &: Flush drop handle on exterior hatches is over channel frame so that leakage is captured in the gutter and channeled off. • DOOR EDGri: Minimal door return into frame on hinge side. Allows door to be opened if channel frame is filled with ice or debris. Material Specifications • Ahr inttm Diamond Tread laic: Mil-F-17132B and UNS-A96061, 1/4" 6061•T6 aluminum with mill finish. • lA uminu F%trusion (for structural frame): ASTM B306, 6061-T6 aluminum with baked on bitununous epoxy paitit finish. • Hardware: e: ASTM A313.87, 9316 Stainless Steel. • Fasteners: ASTM F593 for bolls and ASTM F594 for huts, 9316 Stainless steel. Any changes to the standard specifications will reduce the warranty from 10 years to S or less NYSSRONPRODVCTS COMPANY 800 54PAR L (800.547.2635) r'AX 800.317.8770 D1R: 617.78r.78SO FAM' 612.781.1363; Webalt•: WWW.nystrnm.eam; xjf4 11goQnyrtm_corn I'=-r• 1 Try- Ah A Leaf i T-- C �T rr•��n., tin A Ow• a FG Gutter frame hatch for areas FG where water/chemical drainage is a must. FGA Double Leaf car•u ••...e r..t rr is �/—n.rir:i •�rf1'�r ,� 1'r y �[t. .u4 TK Y\K :t.. �,. ' . •�.� rs(.r(G rpd 1 •..C�.1.\ . i � .r LL.1.1, ( •rr or..• j rya r♦a•;�cnr. w:nr T— www."yetrom.eom CALL 600-547-2035 FAX 000-31-r-8770 rt�nuuru 19 T07i*L r=. i,., 1 a p,m' not mrt n ooa, v.cm,nn � sMI, INC. .�'� hW IUllhl•l,u (W�f�l :.v IY Pi,ln�-iyl N0.o �u I AP -MI coawastslov SP4,AGS� M,o sti,*FFJVs(25 P2�rzvo� _ _ -- .r.-� NOT :IrJTD OF'El�IA�6 wo 4dLE 7Hwx&l 3'I A-r Awnj rz>"- '�- -1912 ,UE Pi1 'f'`'TF:ON ii;C FAX 61 1:�_� F. 02,'— Floor Hatchcs Main Page Page 1 of 1 Floor Hatches A floor hatch Is a load bearing door for access in a horizontal application. Most range In size from 24" x 24" to 96" x 96". The most common uses ar ss to mechanical equipment or concealed oacestfirough a floor_ sideWaik or other horizontal surfaces. Nystrom offers several different floor hatches to meet your requirements. They Include the following. b,)oor� S. �jS��kK-ICE INS+L.k—+toot _ p, cc`; i CUT. it 'Z 1;_ .r ill 3/c \•�,..:.t7f .:C T;. CUT-THRU a:r-riON A -A (DOCK IN C-LUS VET �05 Fo CV---141 L, T-1 ALUM NjU (I f�L T,D) C, T V_ I 3� 5 Er- -Z 316; or -CE- 10 -E-UF� !-C�JOR� _ Ici t'Bt. 0. C --LISR PATTEPtIn A-'S 'M7- '1 14- TOACH!r,- THt +' 14 , V .�\'�=r. J'r',::Er;' Y,:Tri i' S5 T��:. !IB'J ir•: LEMr- q\E2 I'lE HiT.C�- I H2 A;'A, AN- tAf FW" lmT FNu PTO *_3ATC IT 71 c ;Ij rl oj* ....... ....... L-L . . .......... D n TNFE tic 5. SPRN'r, 844 -'Ej :.;. 3 3;- 5 %J7 S' FOR ZATETY -:R NT C*LEVAT10,',J r_'r;AcE r 64A TC FRA.M, FLL).3k 71FE P_U�; tz-A. TIZE 3;5 ss- rYPE 31� S5 AtjTV0A1!C I`.oLQ CF.,. I.iz!F7E ARM VoTv ;rc v:'W CR,p . _17 Z _ EPn'. 01.< RtSiSlAw cw* ALL ARO','.D FMA T, H A R 0 V,.'A, R E_.�,'D E T Ai L WIR iE4 0-ElX:G WDTH T1 7, cT--1AL TPF j,I SAM 4VI.V I [;rLEA- NX_ ' "" OU. --!AINA'c CC,--1 'HER, C r3R CONNECTION TO rj<i`FJ CU T TL-;P! cl 0 p F i N c - D ! "i E N 5 �'j s te ; WIZii; Y 2 312 CiE;l lil- 2 V-" MAKING Y(Wf? J011 !7,ISICI? 1 .0 Fir— SW -5 Pm263!, IF- MC1:7-" 10 .L1 do, vI InN: 0,1-741-785 PROJECT: VILLA 4-IS7 CON'TRACTOR: ARCHITECT: GYP 10"ANTITY: TITLE. 1 C.%SI.%(;SQj)uc 0 1937 HYSTROM PRODUCTS COMPANY . ..... ..:.... E Tle toea from Little Giant" d 9S Series Fn; resldentiai. niadlunl rnm merr:r:l nnd.igriculluntl.and 11gh1 indurlrinl lipplicalinua, theh4cdrl 93 Wacle i,nlernrtlSc,rdge Ejeclnr pumps hurld;r liquids %rd su11.1 1,;1C11` I`laf✓. r�.il. up In i:•• dlaltl Nier. PUI:Ips fealmi:.i:,-dischargrwilh lilt of 18'. Caa :rr•n hooaing ir.d ..,lute holy a pri1e:-1k, rpu,.y coati lg Model 9S-CIM (Manual) Model 9S-CIA-KFS (Auto) 9S Series The Elvninatrr ,uLmer .Ibh. dunps bole Li!d.. Giant are .,pcuff.ca4 rngineereci to han ale tlx touch demanding teaha of efflu,.nf and .n•.vaga wrsly trans) .r w th h¢;h efflcienry and :unq term d..rieuda- b4Cv The FI11nina10rs — USA bytes — iuc!ude pump~ for u.c , F."T ten tial. Commercial Ind.,anal and A gr lculturLl apphcnliuns with light to madluui trarsf,x demands. Fn. dewatcrlu�. "fluent u•a.t.. %viste. wafer and sev.•, go harldl.ng when! ,urh mawrialr, mu,t he mos..a up ward from a rnllu(flull ar ee to ec!:. r or NIit ll, Iinca. or dra:nege area. the Eliminators alenu ideal olu(lnn Series Feature~ • Handle liquidg and solid aat, mAe"IN. • Cavi iron pump hou.ing, with protaall•.e epuacrna:.ne ful c r. rUaiun and rural r•r !SPancc. • 011 filled motor huu4ln,)s fnr bL•- lun- Iubnrntion r.url rap.d hraf di.Npahon. • Siainl-4 ah,eI,cr-- ..'nt,, hurl. d1." and -aI aW.M1,1S • Mechanical .-I, (,tmnh•.i. ,n•�•I �pllug uil ri I,- pnrh. I arh•ni ;rid Lrrarn fnr.•.) •'; h,rmal ueerloa-1 plot-mon • M-inu.d .md A,&m iti, mod, !, in r•a. h .lz,:. • Aulnnislu.opt ration ha: i i it!" "On" Level i aaye.and 9"-fi-"(Hf. I r.�rl i.mgt wish �d)ustuhir NIer- Lurt Final S-.tch. All I15 V. inndrlc.l•N llf.rCSA Lislrrl The Filmiratof, To.Igf:. Hi IW,I, Punlp, fur'fi'uyh Domanasp lob, rn- 'Opvf1 •' I101 SSA D/SON SI NE • 7 MONC: 6c0-.N:6Jc SJINNr.APOIJS, AIR5541.1 rAY: d0:-SJI-76SS PIAONP..• 6J2-781•MSc w . dS�v G�.n'•;D1 fAX: 6J1.7d1-1IG2 .....r,.,n.ra,. AUKI G YOUR JOB EASIER FAX FROM TIE FACTORY DIRECT TO YOU, TO: Fred Welke & Richard Qucnnville morn: Bill Maurice Of: of: Nystrom Products Co. Phone: Phone; 600-547-2635 ray; 650 903 5920 ax; 800-317-8770 Subject: Villa #57 floor hatch Gentlemen, After researching the information requested on the floor hatch I have submitted wim my superiors, I have discovered the foilowiny: 1. Underwriters LaOoratory is one of the two organizations that conduct testing and report on fire ratings in the floor hatch industry. UL tests and reports on the products that we request to be tested in order to achieve one of the several (ire ratings that apply to our products. UL does not Issue reports or classification numbers on the products that Nystrom does not wish or request to carry a rating. The floor hatch submitted is an non -rated hatch, and therefore is not classified or listed or identified by a UL number or roport. 2. it is Nystrom's understanding that ICBO listings do not apply to Nystrom non -rated floor hatches. A copy of wood frame installation detail is to follow this cover page, A copy will follow in the mail. There is no quick way for us to locate installed gutter frame floor hatch examples in the Bay Area, so this may take some time, Please let me know if you have any questions or concerns. Thanks. e_Lt4_L Et c- M.tu',:cc . Bill Xtc^�Fm A,ar.\ b x ¢g NAx f:71a_- r_tM lSU k�Alf(,L SEND AN f1VG-(ntEEx: -'(�1.tr•Lryj /StC-+ttD �i �� Sft� r' hvz S � rnrf ftFr'ecti�� t c.ti�� f ifll� c,! Lcs • TMWt1 ALERT 1 �I'iCrvbat:k Vertical llechallic, I" loat Switches G ntlrt'I, :I n .I l,uli lnl ji p, I, III a _.I 1 -, I,'', I 111' t �SII', ).)) ::-,1\. IIII ,illlli�, tl� .11:, I:1•„ill' IIi I�'I ,I \11•Ir:iJll'l' I IIII 111111� I:111 �1' !;, `I 1 li 1" tll .% 1". I)1'.I�Ill fi fin II.,' lii •"r7111111 �11 arr.lf, and I.IrI Ml 115111\r i„(n t'I IIII `Itl'I• MIMS-10 'ia.! 599261 'IS,230'✓ '7 ('n,r ):�:•.r�LoJ RVVIS-15 '`;e 599262 RV•\1S-20 'k l),t 599263 ... .t'5.'2?0'•: ^0 :14nd nsnc•r t,�w Double -Float T'i l), k Mechanical Float Switehea 131)PA120V'1\P 1@ 513250 .. . . I iSV-C IiOFll'23UF11'OP @ 513251 Scpur;:h• on u•td ollattl"Ils all- curindlyd b) ct 'mill -In rrl,p '11-4e I'll ptct'isc liquid ualivol,'hw Ilnal, nlu.del! Io mac W (4.6n) lout; p1e14'}bark plug rnrd. Sump Pump Switch Repair Kitq SPRK-1 $99300 S1vi:01 Repair Ili'- I'm' 6-CIA nstl R-CIIA, !ncludcs pres.,urc o1l i;rh bl'achet. xlt ilrb Ihtusn;�, Scrt•1v, diapl n;tgln and 0-nng. SPRK-I-A1L 599310 S.11,11 Repalr Kit 11cr 0-CIA-hll. ('Isad in Wcc-0), IIt IJdeS I .prrssurrslvllrhbla%1.c4s1,d.•hhuu4ing,xlew,t!iephrt)Ima-,d0-rill. f' - • • S• SPRK-2 1 ,599320 Steltch Repair IM In: 6-CIA and d-CIIA. Sr:ntc Is SPRK-I v. ilaoul ltouiinr SPRK-3-NIL 599314 5-itch Repair hl: Ibr o-Ch.\'ll, (tlrl•d In IY HSC-L'). �,mtr Ili 5111li-1•\il, H Alloul lvmsill. S I'll It-3 ` 599350 SWitch Repair Kil It," IO-LI \ mirl 1'-CIIA lu:•Indri ltnts;ure sll ilrh bracket, s%Qvh huc.iing, st lcn, di:gthrllRm and 0-ring. AIarin8 101 HIV ++e 513252 Indoor I:i:;M:alcrahu'm. til:V7 A 1 vMnl enclosure \kciumical Iluat slydcl: 1v1111 IY (4 Gill) rabic. morm has red I,EII lvvrvh,g h ht. Rota will' Eilen v snitch and lest butlna R' (1.5Sm) pwlcr curd 1VIIh I MV plu(;. 30314\\"lT 513273 1' Indoor/mold-, Ilig; nvatvl glatnn 'I`: pt• '. 11 wwt-rt%;•ht thrrmnplaslic encloBure, Meel:all)enl Raal strltrh 11 ith 15' (d.61111 1':Iblr..A1nr111 hni trd i%arning light, hor:l 1,ith silence se5tch and lest hutton. Includes pre-nwun4-d Iermin:,l WOVIt sn an(losurr can also be ascd 413 a ) Juction box. 115 toll. `NI -,Fr nniFnrn. pl:.=::-.t• ep�_ (y P.t,_del ar.d ll�^I '.urol;nl y W w W. L 1 t t l e 0 i a n It P u m p. C 0 m • 9S SERIES PUMP PERFORMANCE CURVE 115VAC 60Hz CAPACITY— LITERS/MINUTE FOa'A i"HJ�! -bti7 9S SERIES 7.5 5.3 T t• 1 so � z 3.8 � r�n1 2.5 N 1,3 0 %' s �Z ; INDIVIDUAL ACCESSORIES AND PRE-ENGINEERED SYSTEMS ARE AVAI_ABLF CAPACITY— GALLONS/MINUTE Ut11 11I P. p. BOX 12010 • 3LA ON. T LSA 731 OKLAHQMA CITY, OKLAHOMA 73112 suwaw+. (405) 947-2511 • TELEX 947519 TKU.3M ►RO-WCT$ C0fW-*y • _ r"= 71 Inrioor�Duplex Pump AIternator anri Alarm System 'I :'lu> ca�••lu-u.s.,1:1 \5:�,1� I Ind;,'�r f,�,nln,,� ',I„I In r rt r �' r � � rnsl �dlcrllaUlc 1, ru n+rnl,nn..l duille, �, �nh ul td"el>, uir•r;dul;; I,t 1. Jllf;, I1la Llt IWulr, a „• nl rlilJl'nI 1; ImI p' Pi, tllp, oft cl::,1 It ('u I) ` • C'•lll U1 S,+ll<::1III�`fr(;'n .;cr�ntls all•_r u,l,•uf lh, pwnp, IS QCIM,tc: •1'11c !,:,I pump AI1; d1l,e - f � ' let pinnl, IaiL: to hn'I: nn Al�n'n1=uulut, tx lu•n Ih,' ++.tlrr Ir�el r ., a In„ • 1,19 ,. 1 oul us and aLarm Ill ,d ,,ts d:h pkl:s iulu Ow unil and Iht, un.1 up, lulu 1L1, :. all'ntdeI (115\ ,, '30Y). \o +, in I,l , if, Im:wI i, u'qt. imd r..lr, I,r,ul I 1 5\ oar! 150t. mi gie plt❑,o Ixul 1.1, 1 ) nas. run ,m)p.. 111VD-115 513274 . 9 5 Power cc'rd MVD-250 I e 513275 .... ........ 230:' 9 u.,-veers Low Voltage Water Alarm IL-m')te ,cnsui detects ,+ales and bo aids alarm. .en it mid alarm rnuuzrled 1,. (V (1 55111, of trire; ad,^.plable ,:ult ild(hllat1s1 wiro (11w i n(luued) for loc,dirg up la 50' apart; solid stile eleeh'0mes po+)el e:l b5 Onull Imucry (nut inrltvkl); 85-ducihd :laor 5nl:nd5 `,U' 5 chl.)s; I... Iu'11iC1}' t\'rll'lll IIL; Lea ')al' f,)). i5'siC If. cht-d'. MV-9 513350 ... .....9V/DC C o Il t r o t s S i m p l e x S v g t e m s Single Phase hlduur/ouldnur simplex alarm s,5'sleln end pump control. \FI\IA LS xealerpn)ol hb(,rgc)s, e11('IOSUI'C. Include;; (onh-Il I:nnet Willi audible olarin, silence mvildl mill red Ilashl:lg :Ighls;a pump Oval wad nn that' .tom. Flows I:me 2V tom) power fiords. 110A S+eitcll oOer.( uilher hand. off or I111hnn MIC opereliun+. 11 s 1 \V20011 :!i(-ll 513257 .. ... .... 1 ISV/2_OV. 0.15 amps 11211V11off '1(•Ul 513267 .......... 208/230V OCHz 15.20 arrps 'l.Jrnul( Fe(IJ-, :or sfsclal order Conn; Panel;. Y, ,vi ud!era" p!Qmo ::-Poky Mcdel rand Itv.+ run':::r,, Three Phase 1.1duur/o'uI(10(.r elo)pMx aNwIll s).+lem nnrl pump cunUal. AI:\1a'1K xsalerprool fiberglass enclosult. h:rlurles c'Ontrul pnnel ss'ilh a1.40.10C nlil in, silence. st)'itCh 111d red Ila,hitlg J!11-ee 110ats, unr earh fm If dimiler, pump ua .t l:l pump off. 20' (lam) power runts. IIOA Ss'ileh offers cillter, hull, 0'7 ur t.ulomallc operatiuu,. 312 OV40111 fi`4UL 513201 ... .203.1240✓ 60Hz FLA 6-13 3121\V-1011i *i (-0t 513203 .. ..480'✓ CCHz FIA: 2.4.4 3121\V51IH M-UL 513271 .. 208i240r-30V 6CHc FLA ID.1a .3121\\'61114 M-L 513265 ......... 203/230'J 60Hz PIA• :0-16 5121NV301H &C-UL $13269 ............. 20U/240/403V 60-Iz FLA; 4.6.3 www.LlttleGiantPump.cum N ^� JAI IL Litticiant - PUMc> f COV PANn' sueslDwnr TECUMSEH PRDDUCTS COMPANY PC BOX 120/0•36 IJM 1ULSA CdLAH06U5 C;TV, OK_A IOWA 7311'2 (S EI Ba, c>11 • FAX' 0- d41-$,?0 L -A SIMPLEX Sewage/Solids Handling Pump System Selection CHART t. SIMPLEX SWITCH AND CONTROL SELECTION HP rCL7A PUHP InA:E YDDCI NJ. SLu3 WfiC4: ' • - S_ t PCU,DiC0.1 1tG AURV ON VGA SExr. :/ L'MvIL Ow Bt! iVDJ:R NLNAI :Na t% 1Jx n P6 C'M . :« ;!Di:"+:+P I.]4Yl =L n _� � 1'v'sa..• s .5; C u •F ci•/ _ � ___u. =nr 1tD1. •!t>.ro „>«.. _r:xw I >1w»... +PP in: :so-n].v.c- �> «.. ca,.1v: I :"/.: A> • V - _P P/•ni IWrpllcf+.P .-+i ... Sii �.:4M Fr !N• S:r]l(vn4 •r, -.N _..5 •i5•v-SY.. —It ';{,FC 1.Kv..i .tnn i)r+._—�— n,-n _.. L, - - --- ��4 n5a+ r s«cM :. FreN•e • tscP;]t]uva ,ascu - Prs.n 1N ,:000o,.wnor, .o>.e ,•...n �>L..,r.. N .. C :. .icNb �5^it7tYNVC:. _•, �_. �> �.rtlN ' Serc.. e�,^P rr.otlac m� evat� Clu .nm Ien.]w _oria!n,n s4rtl;uJ !%al;n PMI n5+urn x5K en Jn In runs, pJ+e 1 c41 a IErpr. CHART2. SIMPLEX BASIN AND CHECK VALVE SELECTION PUMPS PECCAELENDEC CI,ECK VALYEF PUMP RECOMMENDED DSCRARGE Cd4E Cl-Si2 CVSES HP MODEL BASIS RATE 7' DISCS. 7' DISCH. No SIZE OF FUNC' VA' SCUDS YSOLIDS _ — I / •lE CU/ 18.>D 25 M t+M 910c.'I \/4 V,A -- --_ �b VIC •6CGv r]C ]e•75i CCM •e.5o 2a it W 4PM 9400a 1./A NiA utc 'a:GI.: feel. ]C•Y>SiPS: 1Ee JC 2a.>x 16.1r(FM v/A 94N21' V:A t.l •'CEd.I •A '8 e,1� 21bb GPM i vJ»E l64'•GPFt 93�N.:1 ?IA n;A ,8 v JC 74 3. CrpL•—� ICFI'.CW i OF 7GLC U. NiA 91(}r2 N/A Y, e'!t S1.,CC GP11 1: .. /;14 18 e U 25•i5 5>VN .75 J7.;6 mto cru e:•IcoarM N/A 930::2 --' K!A —.--_---- -- t,2 tuncr,i le,so 25.3sGP'f 7i:fo 7%ac "I NIA 9:4C:= Y1.A i7• .fx. rGn >it N/A .ii'llt2 t,2 cflN :9 �15^.H• ^aeti ,.. >< dc'W a,nx. rrM N/A Ni ax�'_`1 vE4ruU ^.rlF to • 76 ;e:o'wu •,:C C CM -4'A q11-p2: J 1, .A t •Lir.IM 2a v SN l>18 +f.i.J «VN i::_1 :cM N/A r'-L ".WS CAN aE USED 1`. PAS:NE LAfiGER THAN THE ONES-NC0WNIFN:[0 PnOYIDEC:ne W.'EA A%D PUMP UIE Cw FjOli S ZES COPP.ESPCNO tRE-OAIVEHDED DISHC+R,F PATE FOP A*,IN 511E SNGW 1! T.1 FHf.V1UF FFF H:IEIh T Wt.1P GYCLIIit: 1IF'E$ ':MEN USIn i Lp:tL e! CIf,S, ge CI:A OP 'DE CINi AN Ap._'3 ACAFTCR MUST E E US ED TO CCMVEP' PUPA- C15n>PC,E T4 2'. B " 11_Ir� .�f'1 11. :1 =t14 -'--I YL, Tube Elbows For 1-1/211 & Handrail Brackets 90' Steel Tube "Seamless" Elbows 11 Gauge e Designed For Lighter Gauge Round Steel Tubing CLR - RuAmr fo rh, Cr•orr Of rhr IV# `\\ IR - IM?."r"ihrinalMF.d2rOfrhoNP, 1-1/\2" O.D. Steel Tube Elbows Seamless 11 Gauge PArt p O.D. Tube Size ' CLR iR Etch 20 , So 100 1.112" x 11 Gauge 2.1/2" 1.314" S.FJ 3.10 /,So 4.55 1-112" 2 11 Gaugc 3" 2.1/!" I 6-4n I 5.80 I S.111 5.20 Steel Handrail Bracket 2-1/2" or 3" Offset Par ( 1,. _ , " Dco4idytlott 81z<' 4ffa41, iffolc'' 'Each 1Q0 Soo PIHRII ��« \ 3-314" Round 2•1/2" ' 7/16" 1.80 1.65 1,60 J #JS�1'AG 2J/3" Round 3" 7116" LAS 1.70 1.65 I Round l"+ 7/16•' 1.47 1.]7 1.32 (Import) Poi i DeJciipllm5ha; ' t]YIlet' ;'; S�ti1e Each 14a 3013 F:{ ' ..95 3-Bottom Width ]•11Q"•J" 2V6t .A6 .Rt *S2 18 1.115• Ttro Width i Square Tube Corners 14 Ga. Al WN Pu14 : TA.5lte TOM lwckwl Pwoh I 40, too 304 1" 14-I6 G. 1.411 tJ0 1.25 1.IP /'[b" 16-14 1•U/" it I6 Ce. ..._. L50 1.40 1.35 LIP iintdge .1�16 G.. 1,70 I f.Fn 1 S Ltn �. 2" 14-16 n.. 1.90 1.75 1.61 1 V 71 Jansen Ornamental Supply Co. • El Monte, Ca (800) 423-4494 • Fax (626) 444-3847 • www.lansensupply.com-E-mail - Weldlansen@aol.com VALLEY H 2 O PROOFING, INC. P.U. Bos 20003. San Jose, Ca. 95160 / 825 Civic Center Dr. Suite 6, Santa Clara, Ca. 950! 0 (408 ) 988-7701 Fax ( 408 ) 985-0956 California. Lie- it 412309 / Nevada. Lit 4 0038063 /Oregon Lic At 10378: * * n FAX TRANSMITTAL * * Y DATK-3 � r^%a , 1999 TOTAL NUMBER OF PAGES [ of ) LNCLUDLNG THIS COVER SKEET COMPr..vY PHONT NUMBER: (40�5) $��' �1 � F.-lXNUVIBER. (�) pj � - �; ATTN'! �C&�AQn Zl 11!E. PROJECT: t- C�RJy c Enclosed please find the information you requested Thank you for your attention on this watter anti please feel free to contact me should you have any questions regarding this transmittal. Sincerely, ADDITIONAL NOTES: IY ALL PAGP4 ARE YOT 2tECEIVED PLEASE CONTACT US AS SOON AS POSSIBL1¢ PHONE ( 408 ) 988-7101 FAX (409 ) 985-0956 T[':U'. OV:VI d`, « uIl :+=!aJ-S:x ':OC:YP] J.3Hbt SOMOL ASTIG'D MP 2TM Multiple -component high-performance polyurethane sealant 310 Sealant systems Where to L se NP Z " a _ CnrrotF 7 6'35Jnry a �iurnu'Um o Marnle 3 -rar tE a Crick 3=LU:Cr, 3 :tJr,2 7 Fx:nnwn:?I )wc_ 3 Curtain W311; a Fnret ;taus is Precast jrItz P-;nmc2�' n ncJ;� '3wrgt� .7 F.dOncr rsul .,Jr :.3ds t-UC Cane Ic,rts HOW to APPIy NP 2" joint Preparation {] 'he'umD?'Cf„h25 am Ere f,� rat hKlm 5h1_,d CP nengren fin 3,Pat ri'um aFt tb%rYVPT.ent E3 The drat'10f Ch? i,W'.5hr1Lk1 •;e 9/2 0 it w,Cttl J'.re tent Thee 'nd"nIL"n;:e W'•5t _•tll'nml r'talhrirn I: tr4',6 mi-0 0 In de'ecaCmt- the 5e3'ant m.^^-b"_ ¢rt:.11ed tY C'AS:J Caner ?c+l 0' GOFt .rackerhod erc^:o corm Nu "1403 and :J- IC- 1,Nrere Ire, ILlnt accth does :. rn.t Ln: ,f.•::f 030:0f rod a conotreater tpolitt^.ylene 5tnpl 1,tt :xj uSPd :o DrCdenC three• port tchdng U T: r J 1,tJ1r VW'ecOmm9rdec 5r7...art ddcth, nst311 backer.rotl tv C:rr D-easing yid rChrq It Ir(a Pa rin: zr arnel omr0,t Stretmin; t engtnA,Sia cinsa.^.-all B]ptar-.Pc= shoud be aoout 1, F• ti ryra larger [- cfarri-te-:nan tna width c' the -,c t] allow for CbmofantDn Soft F .CV9'-P0d;ncud to JPD(01m3Le- N *2_ 1. 13r9e^ P cur•eter th)r L^a r;,r: width 3ac,,alr-=cd becomes ar integral D37 of tre:001! The e3lan: C'3es ^ot adne-e to t and -0 Separate ocnatr?ske' S r?:uired. Co rot onne:r aincture :re tacker-rcd surface Preparation ,,.Races Rust toe sr ctwi.l,/ so.nd ^„Iyr:Jrea ar/, Ceara "n end dr- rc'S:U1, ICC. COULb_-,. al crease. aura t, tar :)air.!. w3x.:1st. water- :ron'Irgs..i,rnq and Carta-; aam- r,;urds inn ErP7a-al a m3-er31& concrete. Stone, And other rriasanrf -imndv;rdn; 5archla5ung a' h^re :rusr rg to exv se a so.xid •,,rfae'ree of LC ,Wn,ndllUl and altance Wood '1eh an, wcat'1?red woad Rust toe Pan and SQ'i Scram away paint tc ware wrod Al-Y-.raarg that Can - nor txt,erm ed ni4t be teSred 00 ,N,,fy adl1e5.cn rat Sea ar: or Ceter- r-ane ar. A='_O1Wte 21 mer For Dent Performance 0 Metal Remove srle, nrst aryl railings Frorn metal to CAP(;:e a trio It nf• iuR3Ce iernwt CfOtactAPGat. •rags as wet as a ry trem,ca! Iesdue or`Int AlunlinLr•1', nicowhart-ts ale 6 equentlY Coat: J n all a clear .aCnuPr Tat rust Ce ri"ov?d bafo,e the aeCbca:nn of NP 2" Amy chi Lhat Carnal De ,e,ncweC must to (_stoat to yeri y adhf5,,r Cf siaalast or cet_-r rn-a- aocrcpnate uirle' Retruye any lithe' J'oteCUVecJatlnas arh^15re5 i nat wuk3 ntei'f2'2 ry1Rt r7h?SC^ Prfnting 10 NP2-13ireneraIrj onslde,eJa non priming sea'ant butsCena arvnrtantt9O(eub5'lerki le.y^., Certain Frotecbve Coabng5 Cn 21„ m,.n-r^lmar led'- re a pw r, s ore user's resoons,ti Ityte crew tre aones,or tf ttie cured scalant on typical testlorts 3t the ef0.ect ste be'c'e inc dunrg aDC1,Lt cn Refer tt-eCnnpl Gdt3 W'ce an P.,rr•or 733 or 7G6 (Form No. S'.,V-431i, VC Consult SOMCCam "ztnnrl S ir- vices fCr addit,oral ,fior. 3t 0r, p ACCly criMer ut iiVgng:h with a m5n or dear dCC" A light Ln - fcfm ccapng It sLtfroent tornost surfaces. PofOJS {,.maces regu•ra mere prinks, hc.,inef do not ]ver- applY © Aaawprmertod'YbPr-1e apolling Nat" oecend:rg on tern posture and ham CYy. Carnft rill Tie tack Pee In 15 t` 12) rrkni te5. Pnhtng and WJa^ J rrusr. tc dcre cn :re same wort C3v FAxIng 13 NP 2",s a (NOS.: RparP•nC iy-- teln and must be:norcughN exec beront use The EaYer512e Pan A. container a lows far the sddr,0n and mixing of Part a and color C19 ment ,rto Part A p iran5f?' entrC cntrr_ Fart P �aar!Acd,'f31� er tnlrJ 3iGat�' d Or mery'^ L']we' fl It,s,mrerat.'ye that Part Ota m.xec 7croughy'Nrh Part A 6ef:re adding plgrne,t. scrace s de; Of Gntane' t: Cr)SWEi COmC,C!E mar,9 a Parts A a^d 0 With a slow -speed drill and a sealant mixing paddle, mix 4-6Minutes. fie paddle 41pdA7 must L+g Avpt bale W the surface of the Sealant to avoid Wn)pping alrinto the Sealant Q iron Sfer ore 9n:rf CMCMti r> !re P7mert ran Intc the mneo D3f.Adr43B I,fea S]3t.q f/[^afP LC'erri all the Gkjrner: rfC-h:ne :cntard Ccnt:nue miring w-tn a i1Cw-SFPeC 150C•60G rorri or l and slcCeJ :addle unt:l cpar;S un1. form the pryrots. tre slxs 3ru o-;LL'Jm Of one ¢^,:a na mud: be s:'apeC se/eral tr-vs!c otta.n a CCmpeia mix fl fie cot lire of maea N - s ,ntuenced by le',ttfatu-e le? Td01e t for sde7`c Cata 4P =- 4c:e,eratar rr ey be Jdded td shrjr:- en � initlal car? rate Application 13 Cxcept when unu5La lad=nC1. tics dictate tha use of k^re spate a. NP 2"is 3ockd br Crate^ sioral bilk gun loaded a: the.ctl site, �lnts Shdulc oa A led hcm toe Doctor,, in to the extent' f;c9 Cv h.oin, a preacerh'sited ro;zle aganst the Joint tottCR p Drape' [cCbng ens�rPs 7r. tC•. rest Cead confPijura(Cn a^d a rear io,nt Equal'y,moarant, .t P^surer 7a,ir'lum adtleslon :C tore s:5,S Cf mei inn For D,est resu V d-e Ica Of Dampen End WIm Reduce' M 00 NOT uw water or scats water !a too AYn_ld crVff ;iFlg o'seaant El FieIJ expe'ier Ce ritomm�nds c-at all CJL lira 3In sealinia to -� cc^e •%rer ter :rar,re. are a s.c 4C'z 4'C1 tc jr:id 4X1,0o51n -^ r'ci: Lre laden sir:ice: NC 5:J'e cn Suottrare� ,,It ir.v U y affaac ach0:01. Accl,cab:n 7.3y t':CCtd aG C w 1: 'F 1 6': f tnOr 21, crvl, p that ;ub,t. attt are :] rpletcli or/ f r•C ,,frro-sr.l,e am Jeones7etcr7ed LnCer SLrtace P•1 argm p Horizontalsirraces use:cr- Ea:r^ Sell. e,P,l'g ! SrICP-g'ad9 ;aa Xtt SL " Cr is .:' Fnmir; i5 rea L1r?::^at rtn::1'Cy aoa, Ca. 7onS F:r C•nts s.t12=t in 0-rt- ;ur=bY',;n roeltcr ',more'12 s>? gr Bans,^; naca, ln9 r'LTtena Is rY Xe:. C:rk or rg,C ^ dr -,^ VJq iatCC :arc F cr- ialrt f 11ers 3-e S, t301e % "T JSP :cell '6 tad.en:cs 0n ncnr_^:a apcicat or; Clean Up ni—d atety a"e• ute and Cefcre S ejia,lt laS CWed L9ar, iau prier' rnrh Reducer 19C - -be ri c„ red- SP,aa%r^;'i be rvmr,vPc by cumrig I-ILI' a Sra,C-V-W. "..CI Ur,rl tltti I" 4maaing Cal 13 NP 2" curds 1v a :lNem,r3IN cortsol✓dre]-Kn.Inr_lcure is ` mUl n :4 hour:. i rd Corrp,ete e,rel /7 takes aporximat:!v 7 car' Cu'e races arc ceps c•,nt Cr•:emcer3- ture 310 rumd t' 0 Thereal c•,r3ratecr•m?"t3- Ce airy. uste- f rJ if ;Snna and ge^• gf]d^IC dIRy:drMCtCDS SC: T;Dlo' err uS20,11celPrarc, fatale 1 Working Times, hours Standard conditions nigher temp. 1:010e1, t73'r or wc, (95•P or 55'C, IempCratures 50% relative 75% to 904 1401F or 4'C) hurtlldltyl relative humldttyl o arreleratnr 6• A 3 S• 4 + • 1 �-�--- 11 a n aaelerata 2 lira eratnrs 2.3 1 •1 5 Oil than n.�T-- _�- that=as no: affect sealant air. ■ co hot Rotary Ulayurecnane ■ Make Crtain the most ■ Co no, open containers until forniance - tie li=0 a sealar4S it- wine 'rCnt in of this data ,erN for use a Nn 2^ should not be L1sod For uncured Nicene 9BiLr�C Guide,; ben'I used. Can • l.Mga are Dr2m:3mred; do not osnonuous imme'slon m water ■ substrittes such as recite" st;,n. (molt 33• use parWl tn,E3 Call Sonnebom TeClln;c2l Se- less. and gOam]ed him3ly 1S17'tCusicaw.rOytth g51T 10 y+.rili the most CJfren: JerSl :n ■ •,P 2" shwd not Come 14M for rVCCrnmendattant tegulm ttv/ Lee of a Cr,mCr, in contact with 011.03S9 Cau kind. M Co not allow un:ur9n seahnts to Primer; 733 or 766 are acclot- ■ PfaDer XMI( tlon IS the rrsCum ;j Cone sealaMt, pcl_L.,idel, or Come into Ccnt3- win 21r^h,1. age rot Kynar coating Jsa Joilty a' it* ,ne• F" ,J 'ionrietChi r11er51mcrggna•.ed 'nrth'lll td5,3d m3tM 3'i ^' SnNe nit PrmN 733 N An adhesl:n CPrt_ ale! ye'Cr the ralr9 te:rro;al OSChJ t, 0-tar teat is -C:dn-menCed I,:r/ Cu'ttiSt Jf ■ nil not CatY eCCMV'NJau LCK' 7!•1dr que'.brrab a 5'Jbt:ritP IFCCTRtend l[,Ir`. v 1, 310 are I'II. n the Lxe%, ■ hD 2" mt/'r9.� w ,ICS In the r,pn.ty Lf unturea n[x to SuPtrylse c' DII)Ada Oual li% 'c Fq[ rj,. %T u'11 S,:Cf-St;-:'lids N� PII�UU�a�_1HI11;.�Il�rl Technical Data compliances ■ :odarai S iyoe it rsra--: .27S. E. Svx n ;ass A ' ■ ': C1 U; cr Eiigincer; Ifs-1.-5„fi ■ A9tIJ C 92: T•De N, r�[:A N-R _lass 25 use rJT, G A. r2 zed 0 0 zzna,ian Standar-s;car: ArL,CCSB 1 J 24 WC, C13ST41 accr h1C5-2.4C-A-N. No 21M 0 use n �swplisrtrions:ha; rarAle fcod 0 LSGA acir roval for use in meat ar'd roultrJ 3-e. �' 0 i_rderNnte's utorat.nn'nc' C411d1ed .Nre fe31$:-an;,e gnrll. Refe' toFun' fio 52-c11 • t 9 3.Wl 13'd3ted E V • Test Data Table 2 TvDlCal ProoarCV Value' Test MethCd ensi a strength psi 150 XM-7 D 112 romateAonp-ion at teaas, n 500 ASrt1 D412 „lain an or t ango'Flo As a st7nl Passes A51M L S 10 rtruslon rate. seconds 7 hr. after mod asses e ASTM C 605 Rr4tObglCil 1 at 1201 l:9'CI _ Non sag ASTM C 639 Hardness it"cgird Wndl;lOns. sliore A 25 M 661 Nar[lness a'rtPf he_a[ aging Imaalrnurn SIVre A 501 22 ARM C 661 Tact[• ree Tame, Tar. Imaairrum 72 DM I <CS hour ASTM C679 100% Mgoulus. -sl e0 ASTM 0 412 Bond durability'. %. or. glass. ah m;rum. ane concrete a 25 ASTM C 714 we gnC krS 2r Eat ag,ig, 47 ASTM C 792 Service temper= a rnge, -F rc1 •40 to 180 ca0 to e7, Cracan9 end chalking after neat aginc None A$TM C 79; Mb`eal weathiWng Xegun arc 250 haurs Passes ASTM C 795 ArtlfW m4wrng xenon arc taw hour, No Surface r79etng ze. o1 arc Adhesion in peel on glass. alum m. and concrete•, of >10 ASTM C 794 Adhesion in creel • ater UV radiation Veo,gh iasf >10 ASTM C 794 • PnmeC r aa:er mmerlcn as mc'Catm In ASTN C :20. prirnt•d with 765. CCrCre:a 7A^. al Ummum p7FeC w id 1 ! . Testresuits are averages =oi.nea uhderaacratcri c:notleis ReascraDe wria-ws cap .a q<g aeJ order Information Paci lnp Colors Coverage N� 2 • 40 standa•d. S=ked colors are 0 1 112 1060n Ind n 2 gauon pall av3113D1e. Refar to tie Raincow Table 3 15 E7 der) Cann• DC0Llar D4iecte Form r,L' Cntar Foot per Callon ■ '+ 9pinn Uir in 3-1/7 galld{, pall SP-C41 joint Joint l+Adth tlnChesl r131tersl 455 startdJ10 ln0n-Sto-%'d1 Depth tinCrles1 lid 3/8 1/2 3/8 514 7!6 1 cne'1'ru ,s 1 tear when steed in cr2ors are a!s: awl able. and 1/4 IN 205 1S4 122 uroC�neo ;nn[au.M s wJn iwr cast_mrTlvKningcar Ice (!Cr'A 3,0 111 55 Sat 5t upon realest We, to the Ral- mal^nnelch)nS row of Colors -book. 1/2. ,.... lI,M,'c �T:N lb. ez unC ii_r!J-5=ir.:i1G:;Nj t.Nij0li ijIltl Warning 'W Y• F`3q A Contains cDlCium mrbCr.3te, tcluene dnsccranate. 'rmet^vl benzene n3phtC3light vcrrat c RISKS `.Idy ,Lust sk n and e•,e Irritation 'Joy ,;uae cerntJti:is and al'ergic -es.C,"ses PCtertal skin and"Cr swratory s^_nsiti llnalation -nay ;ause,rrtation and Int03a„ 1 :or Prth headaches, dizziness andruusea ingesbonmay cause ,rr,tat c1 Resorts sscciate rne?red or prblcnge: ocCupa- t.enal OseretpeSure n sobfnta ;.tin daruv to brain, nAr oCus : ystam, liver=r kidneys IN EN- 'IG^:AI rAISJSF Fly CP[19PRA'ELY •r7NAJ?:0 T-iP CGNTPVTS MAY R. HAZt.5'JL CR =aTAL Precautions KEEP CI,rT Or 'HE REACa' Or C-IIL. CREN. Prev?nt c-ntoct vv th skin CVO: and ,:on ng. Nosh r.rcr ougntyafter h3ndiirg use only dth adequate ventaatlon CO I.CT take Irtelfnal y 'Jse im Dermr =us 9 oveS• e,e prc:emon and * the T[V IS exceeded ur used in a rcorry verr aced area. use aoproven rescrr to. ri on;tectc•1 Ic accordance mtr aocll ;t'e'ederal, stare and local regulaions. Keep container :OSed 'Nner not In use Efnty ,cn!",ner rLdl COnt3n3 n3zardo6r5 residues All Iadel warn nys must tr• cbv_fVC7 until CLntalnCr is ccmm eroanv cleanr_' or reccndl banFC First Aid case If eye contllt. flLin ILuraug"1Y "nth sv,ter to, at 4a� 15 ,mutes. SEEK ik",AEG • ATE MED CAL ATTENT ON In Case of skin contact. hash affected are3s',v'tn soap and watt f rn- t3tt:n persists,Se LK MED-A ATTEVTION rem�J'aF ant .trash �ntamiratedclptnr.; M,nnaq- Lor rauK!5 Ufrlm:ef t55u:rnfa[, r.?mlY.f U: ff ESll air.ff llSi&mifalr cerssts or any breathing ciffral- ty occursor IfsnalWwed.EEEK IKA W "ATE MU•CALATTE'i -iCN Refer to MaCenal Satery Cata -neeCM;.5; f3f fLrtner irfOr. nat;Cn Proposition 65 This product corta his mater als IiSCFd by the state c( Caldpm a as 'kncivr to C3LM carr_er, tlnh CefecS. or otne, reoroducnve Farm voe content 51 g/L Or 42 Ibi/931 IeS3 N.ater and exemct �)Iven[s Warning VP 2 Part a ConUos toll e,'•e dilsocyar3te Nix Risks May cause skin. eyel cr re'„;rato- ri nilaripn Vay cause Cermatim vdalerglC'eacucris P,,tE'ltial skin and fe57'ralC7ry set 51;11Er tnglesr,c n ma-: ,a,ne rntatc+' Precautions KE=' 0'-- CF TiE REACH 0= CNIt_ CREN PreertccntaawtNs'•in eyes, and doting 'Nash tncr- ougnly after r3ndlln9 DC NC take internally Irgesticrl may cause lrritacri L:eorivwitir adecuatesRnaudor nrauricn may cause'rritauen Keepun- talner cesW. 'Jse Irnperylu'1v cloves. eye protection, and f t t TLV is exceeded cr it used In a C=IY ventilated area use hIOSI-YNISIIA aporQwd rcr.plrato rlorctecbcn in accord3nccwtn aoo .cooe Gncicral, state, and bcal regulations customer service: l/oC'J/45j 3517 Technical Services. 1/970%Chemr^.ek ' 200,2.13.57:9: 'Nab Site::v';nv=he-*lrex.com Limited Warranty Notice (+err re35onac)e effort s made to apply ChcnRex'nC exacting St3rda-(I,, Dotty r a manufacture or our prcdueu and In :he ,far ladan whch Ym ,iiu? CcrCern,ng these nr[• .tM 2ro mPr X.w We warrart o-ur uipatl/L"S to ba of 30cd qual,ti and nil reolaC3e or, ar our eeCVan, r2W'v3 the p.rrlim- once cl� any P .duct, prvcd defective 53dsfaRory results depend not onf/ ,,con cuallty ordcuct, b,.t also uDon many factors bey:nd out Control Tnwwcm n,cp t for 5trJi ri olam"k-t :i 'A•and CIIEMIl "C MAKES No '•vAiiwArill GR GUAKAr:TEE DPRESSOR MRLIFD INCIUDIhg 'AAw RANTIES G= FTNESS FOR A PARTICULAR PURPOSE CR MER_HANTA61LITY. RES=ECTNC ITS PRODUCTS, and CHEMREX INC. Shall have no other 'bblllty' with r?speCt theretc Any claim regarding product defect must be receNed in carting w'itnin tine (A) year film the date tf shkroent No da m will be o;moered n:Cr_rnut 1,C11 wncen notlCe or after the tnxfled time Interval Use, Shall determine the sultabliti of the Orducts for he interdal. use and assume TI mks and Iiatdl'y In correction theresdt'1 MY authcrited change- in the printed recernmendacivis ccvuerning the use of our products must bear the sirnaa[re of the Chemaex ire Techrral M,nage, First Aid Ir case of eye conGR, fiusr tno•cugnly wlth'•vater for it IeaStl5mirtit'_: SEEK Iht"AECI- ATE MEDICAL STTENTICN In re skit LunwL Nast affeut:J areas wCh saau and niter i' a rn rattan eer5lsts SEEK MECCA. 4iENr10N Remove Enc wash CCnraminaced clothing f Inha'a C'.)- Causes Dlryslcal dl;ocrrfcrt. remove to fresh air if'1,s:omf;n pCrsrSts or any breathing difficul ty OCCurs Cf .f aw31 CweC• SEEk V V EDIATc` ME7ICAL ATTENTION Refer tC VnEflal Sarr'-•tY Data 7:eat:%iscS for further nlfCr nad:n Proposition 6S Thy CroduC, cJnt3 nc material, 'AhICn are knOcin to the State JF California as kncwr CC Cause can. cer. b rtn defers, or other repro ducUve narm voc content E.09 g/L of 0.07 lbs. bet gallon less Vilna, and exemct scl•rerm Warning 1P?" AC.1Ele14tnr r_;nrainsmin - er31 ui ? atnvi,�Bxancr. aCIC Risks May cause Skin. eve Cr respar3cJ- ry Imt3ton. may be absorbe l throi,gh the skit. Miry cause dermatitis and ailerg'c reactons ngesbon ^Tav Cause ifnC3eCn Repeated cr p'aone ed acscrc- t'ln mavaffect the ktdnays Precautions KEEP CLIT DF THE REACH CIF CnIL- CREN=•e,A=n: CCntaa'.v2n skin. eyes ant Cictning 'wash c1Cr. cughlY after ramdling CD NOT take Internally Jse_ crl y'wlth ade- Cua:evCnh'aton ;nhalnonmay Cause lmrnor r??C contain?r Claw-, Loselmrf9oousglnves. eyrptltPC'Cx' 31 If f the Tvis e,.ceeoed orusac Irl a =Fly Ver - tllatW are, L5eI, IOSHJMSf•A a ppro/ed fespra, C ry orote;tlCn in a:Cordatie v't l aeol,cable fed eral. state 3rd ICC 31 re:U 3OCr3 First Ald In case of eye to tact, flush tnoroughly i qn vatar for _t least 15 minutes 5EE<imVEDI- ATE .M-Ll; AL Art rJr1,^,fa :n ca<e of skin ranta`T v ash at, ected ;reaS'Nrthton a',hs'i3rer f Irrl. ration Der55G. SI PX MECICAL AT"EN"CN Remove and vrsn L ^tam natea CC thing If Ohelu- JCf1 causes p'rSl �i C,iG:mfort. removetofresl ur If disco-ni"crt Ders13ts V any trntring dlff,Ct. - t/ occurs ar if sN3F owed. SEE( M MED'A'E'A =CY, AL ATT�N'ICt; RW,r in Maternal -aYpr, Data Sher!iMSO44.r °u ltw Irror rnatron Proposition GS This orccu.c tee: nc: kncn,rgfy Ccrd'ain mate' ass A lick are known M tie state of C316orria as knAM to caul? raiser. C'rtt' oeients. Cr Dtt^er'edrc.:j=v- harm VOC content 9 g/L of ) Ibs per g3110n less water and txt'rct sclverts Formegltll ehhorjendei Only, call cnemT'eC r1/80[7/42a 9300 $onneborri. 969 Valley Par[ Crave Shakopee, MN 51371 Manufacturing Plants:IAime3om Mr, FCn VVayoe IN Marcawan. Nil, 9rghton. C.; J Regional Warehouses: CeKalb, IL, PtfaVj, Cq"avward cA, carrf,eil. vJ. Dalas r,(.Ontand CA.Bngh:on. CO Drampr_n C•fl"Canada) ri `nr NO V-41' For prOfC731011011 use Only. 6t1M 1199 p 19a9 CnemRexa h for sate to or Use by the general pubiic =e:;'ac :. "96 lI "�_I'c T:CI tY•. ( WIL i l'1J—y1-•—y(I( H� PII�OILjjd=1NI'I .ljI I r'I • How to Apply 5onoguarde surface Preparation Plywood p All cal mcod must re ;mcoth-fsc_d. AFA- 5timeed. ar.d exterior grade, construcion r1 hint conform to code. but p tiwood must not ce ess than 15/32' th,ck cirWc+Dd soacinq and deck cons:ruwen must ftIbN APA gu relines © _,lrfaces must be free of contam nan- P•iming is nct necessary ion clear. oty dlvwood p ,Au Seams must :> caulked with SL 2 cr Jlt,a sealant lrefcr to Form roS. 51-409 and SJ• 444! and pr=_smp<d 4.6' vide,mth 25'r.Tt mils c° sicce-grace bas= :oat All seams ber.veen clywec d s-.wts anc cetween flasn ng and the plywood deck mu, be reinforced by embedd;ng SonoShield- rainfordng `abric into ne pro,tnpng concrete U Ant concrete surfaces (nev are old) mist to mccharlcalw prepared to remove previcus coatings, laitance, and a r n soellaneOUS su'f C-: cdntamirabon an to crovide profile for prccer adhesior 0 Prestripe with :'rlmcr 772 cr 7?0(re`er to Form Np 51Y•i?i-1) 1' beyond all surfaces that require detail work, us'ng a snort -nap railer. Just Wore application of crlmer, remove all dust, ci, t, and contaminarts © For ncnmcvinp joints and cracks less than 1/16• wide acoly 25 wet mils prestnping of ease II""),n ff=ill Nedra^Ic,l preparation M ccncre;e su4xes coat me Case coat must to aool;ed :o fill and ov=-r(ap the iclrt or crack 3' on eacn side Feather the edges O cracks and joints over 1/16' vriCe must be routed co a minimum or 1/4' b7 1/4' and cleaned. Install tend - breaker tape to 3revenc adhesion to bottom of joint Primejointfaces only wrth Sonneborn Primer 733 or Primer 766 (refer to Form No 5J-431) and fill with SL 2 or u tra sealant (refer to Fom• Nos. SJ-409 and 5J.444). Ater the seala-t has cured, prime the deck Yon either Side cf the sealant with ?rimer 772 or 770. carefully avoiding apphyirg primer to the sealant bead itself. Allow the primer to dry, then apply 25 wet mills prestnping of base coat over the Joint and the adjacent 3' of prr- p7med deck on either 51de. Feather the edges [t1�� ® ,clns 1- or less can to coated with Sonoguard• Expans,onjoints exceed- ing 1' wide, indL619 the primary wide expan- sion -Joint system. are not to be coated with Sonog:and' so tncy can perforrl inoeoendently of the deck coat,ng system Thesejoints must be pr med w th Pnmer 733 or Pnmer 7E6 and filled with SL 2 or Ultra sealant i© yvttere the mating system will be terminated and no wall, joint, or other aCorc- priate break exists, c:.t a 114' by 1/4' ke way into to concrete This kenvav must later tie coated U Remove dust. uebrrs. and any othercontami- riants from vent, drain- pipe, and post pene- trations; reglets: and other metal surfaces Clean surfaces to breht metal and prime with Pnr^er 733 or Primer 766 Provide aporopriate cant wit9 NP 2 or Ultra sealant to elirrin,;te 90' an,le!. p Fcrm a sedan: cant Into the come, at thejunc:tcn of all horizontal and verti- cal s..rfacts,waI sections, curb5. c:Jumrs) by prim- ing with P'imer 733 cr Prlfrer 751i and apGy-ng a 1/2 to 1' snide Cead cf S.2 or ult'a sealant Tcol tc f0rm a 15, cant. AD-.ly masking tape to vemcal xcbon5 a 1 appropriate negnt;Cove the sealant cant:o orovcde a clear term natic n of *t7e vertical data( coat arty cne sealant ha; cured. Crime the dek c r ether side of the sealan: wltl Primer 772 or 77( ADFly 25 wet mils cr base coat ove^ the treated cant up to the r asking taoe and a• onto cecll surface Feather onto the deck surface sc. it will net show thrc ugn the finished c]ating system. 0 'n kraticrs of octenbai nigh mov(:ment, such as wall and Sao i" te'seC- oons. acoy 25 wet mils of Scnogtard base Coat and embed ScrdSh,eid*' Reinfororg Fatric Application Heavy DUtY*TafflC p All preparatory vrrk must be corrpinted before apincaboo begins The base rtemediate. aril too coats a'e appliEd with a cart: per y siz W saueeegee to a^ ve at th•= required mil thicknesses. (A 1 r2' nap rcller or airless spray may also be used.) T('e best metnod to ensure tha proper w t film th,ck less Is to use of a g'd'.vstem. 0vide t^e surfa'e to be coated into grid: and c culate 9'-r+)-S? 80f xr d ENIJJWJd=lHl-1 !.31-I1:/) ■ _ C.:J 3Ccled, se3mless �_ 1 � c 'Nnere to Use Scnoguard' • Craete a n_ Cc in! metal sur°aces A-A!rcciF, =a"a.ng Rzmo; sorio card coating SVSIvms are comCosetl 04 7 _a.herPnrner7?_— a a+lgic-comcc�ent >CR'Ent based cnrher 3nr :e3 e•--Cr o- r'Cr 77(}— a t.voccrncor.ent water` cccxl" C" Tor anc 'ea!er ] aase coat—cne- • • SONOGUARD® WATERPROOF COATING SYSTEMS FOR VEHICULAR AND PEDESTRI �w r the square footage of each RC'er to the ccver- aye cn3rt to determine tre cuantitr of Sono - guard• r(e?dcd for etch grid tc arrive at the required mil thicknesses. :i.r eaamole. a deck 50 ft. mde can ee dmced Into ri ft by 50 ft. grids. each containing 70C sq. ft. Ore 5 gallon pad of Soroguard base Cdat will cover sop sq ft at 2E :vet MOS. The and thiCkneSS cf all coats can also oe venfed by the use Of a '.vet-mi! thlckness gauge. F1 Afterthoroughlyvacu- uming the surface, apply Prrner 772 or 770 to all deck surfaces at the rate cf 2CC-250 sq ft per ga Ion Using a roi:er pan and a short- to mediu-n- ^ao roller cover, fo :e e primer into pores anc voids to efm rate pinhelca. Do rot apply cvsrcrestriping Useon.ly solvent•res;stant tools ano ecuipment, p aI ow primer to dry tic, free Ease Coat must Lie ao0lied the same wcrk!rg d3v 91 APON base coat 25 wet rr Is th Ck to entire deck ai,rface. overcoadng the apicropnato properly prelcared cracks, pints. and Flashings. For sloped arcaS. use siope-grade base coat Do not coat expansion joirts over wide G M Allow curing time of cvernight(16 hour mlrl. mum). Stgh.ly extend the curing time In Cool or dry weather condi- tions Thesurfacebf the haca rnat snnuld have a I 1-1-1 .= Sr: V T r 1 L-A sliphttacc If the Coatirg has been expcseofo- a prolonged per od. consult Sonnebom TeChr cal ServCes for recorr mer ciat'onS p =crthe i-te,med!are coat apply top coat materal ' 5 fret mils thiC< to antra Ceck surface. While coating is eirt. b'Oad W st SonC^y uarci aggregate at the rate of A..0-25lbs. per 100 sq f" 0 Allow Curing time cf aocr=xlmate.v'16 hou 0 Apprytop coat 15-20 wet mis to entire deck surface. While the coat- ing s wet, broadcast Scroguam- aggregate at the rate cf 1 C-25 Ibs Der'100 so ft. Immedi- ately back roll w tt• 3 :hint -nap tuller lightly wetted irlbal'y with tot, coat Tne user sr.ould determine the scecif!c Pe!ler cover ,pplr_a:r- cf the r.termedlate rat Immod!-'-ePy back roll w th a ihcrt-rac roller lightly ui"'ecl mt!a!ly w oil ;c0 .cat ACRIy suf fic:ent oressure to entapsuiate the aggre- gate and distribute t evenly Plan intermediate coat and aggr?gate place- rnent to avoid unreces- sary walking in f^eshly apolled material, on large areas, work small sections to ensure aggregate is apolled before the memorane begins to skin over 1-Jz. Cz ti-11 amc� ;[ rf asg�:ata uses depending cn the deg•ee of slip res.srnce des. r ed p rllo.v curing time of 72 hours mimmu-n before albv.-rg vehicular traffic onto the coating At temCeratures less than 75'F (241C) and retat,ve humidity'e<_s than extend curing tirtC nac 'filet or ai riess tcrav ma alto oe used The cent TEthA to er5Jree tie proper y.^t <irr :hic<1e,S s the se of a grid ,vstem Di,, re tre "rfa• a to:e cc3tcd int_ grld5 and cal 41ate the scuare fccmge 7r Ref?r t0 :re =ver- age chart to de:ermir= the c uan :tr cf Sonc- Suard" nt tided =cr eacn gr•c to ar Ive at the reau ram-! ,n,! rh:aressc= For exam ale, a dec< =0 ft `rick can 3e9rviced nto 5 f- by SC ft gr Cis. earn cc^.alntn; :CC so ft Ore gaaCn pad Cf ScnCguarci b3� ::.at grill cove' =_Co -C: w dt; 5-".et"11s The rail d-ickres5 of a I cca:s can a sc to vcrficc t:y '.-p ..s,• 7f a a.et-r-il th c ness gauge. © After tno oughly vacu- U^ 'ng th ? surface• apply P•;rner 772 or 770 to all dec < sur' ices at the rate o° _OV-15� so. ft pe- g3 - Icn with a medium -rap re lei. =:rang primer Intc cores anc voids to Orri- nate pirh Wing Do not app v ore- prestricing. Pr mer is tot reaulr@d cr clean. dry plvwood 0 Allow orirler to dry tack free. 235E CO3C ^1USt'Je app�;M w thln ire same workinq c ay Application 0 AGc4y case coat 2S wet t.lght to MedlUrtt Traffic, mils thick to entire deck Pedestrian surface, cvercoating the p AC lamparatoy work aporoprlate properly must be completed prepared cracks, Joints, hefcre anplkahon begins ink! flasni-igs For sloped The base coat and top areas use s!cpe-grade coats are applied with a bate coat Do not coat procerty sized scuemgee ex-arslor )cants over to arc ve at the required 1' :ride. mil thicknesses w 112- : -Wr: 111--' � fI Ij,j_i"III 1-Iltn © A;IoN curing time of cvemlgnt flit hour mini - run, SlightlyextNnd tnc curing time ,n coo: cr or,,, vvgathercondl- ticn5 The surface pf the base coat should have a 54!;nt tacit. If the coat.ng has beer exposed for a crclorged period consult sonreborn T_t: `laical services for recommendations The vehicular light -to• meclu^ traffic system reouires a minimu-r. cf 2, we: MI s of top COX �'ecestrian aoplicatlons req.lre 3 minim'Jm of -1 b wet mils of top coat whil- ccarn, Is wet, broad: ast Scrogu3rcr Aggregate at :he rate of 10-25 bs per 1CC 5Q. ft. Immediately back roll with a shot -nap rode' !I,huy':�ettea ritlally with top coating Appf/ sufficient pressure to encapSJlate the aGnrega:e and distribute :t e'.en { Plan top coat and agpre gate placement to avoid unnecessary waking in fresnly applied material On large areas, work small sections to ensure aggregate is apol ed before the membrane begins to seen over. The user must det;rmir,,. spectfti amoLnt cf aggregate used denend- Ing on degree of dio resistance desired. Broadcasting the surx"quard' p Allow curinq time of 7: hours before vehicular use and 48 hours before pedestrian use. Slightly extend tre cunrg nmF In cool weather conditions Maintenance Surfaces ^lay be cleaned witn commercial deter• gents t_onrebornrecom- mends :nat a maintenance agreement be established betNeer the -'Nner and applicator Periodic irspec ncn and repay cf damaged surfaces will greatly prolong me performance and life of the system 0 To reoalrsurfaces. cut around the damaged urea a minimum of 2' (jr 31i sides and rerncve Cne membrare. © The substrate must be tncrocgnly abraded to remnve all membrane and or mer resicl ,e and tc Erposa a fresh surfaw El Follow all Sonoguard• aoplicaLor procedures aid deta I treatments In the re-apoiicadon o= repair materials Rerer to Fcrm No SV43:'3-2 on Recoat nrlmer f xjwcgdw. For Best PerformanCe a Concrete should na:e a ■ Select the Groper avoid applleatlon of nunjmum ccmoress ve amount ofagnrege:e tn_ Sonoguard• traffic strength cf iMC. 1A avoid sliocery decks deck coatings and :e cured for a ■ when inclement weathe' r-Inimurn of ?8 days ■ Go not applyScnoguarcr crt glob-er.•yrace decks r ee sure to allow for movvmert in the deck by the proper design and use of expansion and c'JntrCl joints ■ Stir all Sonoguard- compcnents before application ■ Contact Sonnebom Technical Services wnen substrates are over 9C'F under 40°F, or when apdying to decks contalning between -slab rrembrancs Is pr_sent or Imminent i To damp. wet, or r:)nraminated surfaces ■ Where chained or metal -studded tires w II be used • Creen and Red Soncguardw are not recommended for surtaces exposed to d Irert sunlight I1"'JJ 'c SG!GI F(i. 7l U1i xPj 9,IH091Jd=INIII;.31�tft Technical Data Compliances +� ASTM C 957 VCC Compliant .350 grams Der liter Typical Properties of Wet Material Property Test Method Base Coat Top Coat (self -leveling) ,yMght AS-M 01475 9.9 9.1 ;'6efpa0on. Tos. SperJflC gravity 1.19 1 O9 NCnvOlatfles, % ASrM D 1259 84 77 Isclids by weight) vl=ity, W5 ASTM D 2393 •1000- 3000 3Oro 60CC Flash Point, IF ASTM D 56 104 105 Typical Properties of Cured Membranes Property Test Method ease Coat Top Coat Hardness, ASTM J 2240 55 89 Shore A Tensile strength, ASTM D 412 752 1640-2C40 psi Elongaticn, % ASTM 0 412 595 305 Tear strength, ASTM D1004 74 199 PI r wasion ASTM C 501 003 r--istance. g modified ` ICS17 whse: J 1000 gr10D0 cycloo Crack bridging ASTM C 856 System System nodified Passes Passes Weight loss, % ASTM C 836 16 23 weatherability Excellent Order information Packaging ■ Primer 772 5 gal on units Primer770 4 galion Lm:s in 5 gallon OMS Keep primer 770 rrom freezing in the container, do not store u0ow 35' F ■ Sanoguarcr base coat. (self -leveling and slope grade) and top coat 5 gallon units Colors Cray, tzn. gre-zi-I Md' (Greer and re",-opcoatS arz not recommended for wect 5unl'ght CxpOeurel 'Avd fable by special Cuter with 10C gallon rrin rnur^ Chemical Resistance Chemical ASTM D 471 Base Chat TOP Coat Imodified) Ethylene • 28 day Immersion grit Slight glyccl swelling swelling vtxae'al 28 day immersion Slight Slight spins swelling svmIling Water 28 day immersion Slight Slight swelling swelling Anti-°reeze 28 day immersion Slight Slight swelling swelling Coverage ijIIt,1 warning sonoguarcr too coat Conrar5 abOnatic 2oCrarate, r.ineral stints Risks c�rnE:�-=.-1e-E Lou�oAN�':aP;R RE' IRA7G;;(7RACT AN: ,04 RRi'ATON fit Av CAUSi cVE ,:r'T:.-'.ON Receatzc r e•oltr�=; Ck,n cc"IC::r,nnal5t;n Cf vapor niar :at, se arr adHDIr. resrlrl5e or kid ;: sensu:ancn Y-,Y muse r!-'naU:n WY C3� redder ng U MI-ing s` tre ;'YES Re-sa:ep a:ro,trga3crererpcs re to nay taus= y.'manen• {31n -r rer.cu5 s'.'S:_T Barrage NTEra'GNA, Kt SI r z 5y OEL'3ER- ATEL" VFIAj',CTF-CCONTE•` ut, Ee r•AR1L,,tIJ1_ CF. =ATAL orecautldns (-F f Lt:'CF A-E ReAlr 0' Cnli ,FIN (:FA VF?CVI-EAT,ZAME arC,:;UF.CES :: F v,,rCN Kee _Cn:a 'Cr cost.: '.5e oNv hltn ile�u2l2 VE^]Ia7Gr. Erlp;v COO, :afar •tea. Ltxtl•n ev7C;VevaDr..rs .r:-0..:t leadues OO NCT cut ',r WC-r- or) Cr rear e"Ic: f .C-Intdrw CO NGiese e npty xntarer 4in '.11; ::Tne'Cal cle3B c' rCtrltll- :Or A:C,d 5r:3 ra(n Srin, eyes .a:: c:Ct-sn7 Asr,Id tre3lhing vo W.aZ 'Nash CICrOJgrN after nanCllrg a:= _ Crcroigeo Cr'!;eated skit zr:actcrc•eaCn,n,dv;pers x rr tzk: ni er^,31" Y GCe ,moer+ICua exceedeC Cr & use 5 Oa`fOrME0 it a ocorty ver'lai area Use rJOSHrA6.•A ao=Yed mmoriory tic. tecwn 11 =rClance'.vo 3:oimcp fl1;YJal state 31d'o;a: recul31jCr5 Flrst Audi Ir M^p of eye : ;nWc;, FUs::hc'. CJg^.I'r vndl ware• for a! 'eat'!: n:inLteS Seek mmcciate media. acortor In case of San _Onta:t. wash dFeCteC areas with SC3C ano hater f rrtta0.r pr.sts. Seek merit l aaenocr Remc t and wash COM3m,n3[w, J ctrin;, f nhalatwn e . etts .ccur. r?^cve ;C fre;n a r ,` d scorrfo t :e, st; cy any breatr.ng difficulty set-4'mmedQ a Ted C31 anentG- If Swalc'Amd. Seek:^ITied ate mecical attenxa S^cu'd vorr¢• inj=,. ,te 5Ur'-b keec VC'Imc head below rlPs t: avoC asOl'a- N" of vpTl;us it:D :rx; II Igi ReMa;erizI Saf::Y C3W C"ee: ft• PJrtne, mf-rm3tlon Prop 65- Tris orCd.,tt -c-fires ess than 0 "5 soc:n d CyKr- •CJ2^,., wh¢t ; listed t'. Cie State cf C3 •- Fcrn,a as . 0'wn CC Cats? :arce• VOC Content 2549 V. 01213 Its cFV0S ter gVcr cf coatrg Warning $onoguafdl base Coatr_-r airs tol..e-e drscc73r3te r1 ne'a xr t1 0 Risks CCNIOU 1GLE UQIIQ Arl_ 'VA%I:P CAUSES RES>iRATORY -RACT AN, SC%IFRITATON k1,AY CAUSIRi 1=RrrATON P%1= dOr C•0'orged S+Ir xnTmct Cr n uldton CF Vapors rlLly c3Use an Wergic 'eiponse or'e3C to s. nvc.ahcr Uaycause dermatits M3sciUSe ,2Ccen•rg or tearing o` the eves Reoe3ted of prolonged CYerext.J- sur: to scverts rav cause c_rn; i't oral, cr rer+oui m:e,-, d3r'Vge. INT:1 .TIONAL VISUSE Ev C15JMRATLY'11,1ALt•_- C,,,- "ENTS WAV 9E4ARMcLL -",P :ATa- Precautbns s: P OUT Of- -. c REACH OF CH _. CREN KEEP MAYFROM<5A7. F.AMEAND SCURCE5Cc C?r-Y_Pi Keep CCrtaice- ck;SC_. Use ,nl, w,tn adeCua;e ven[gaL'C.n Emprr '.ontair'er may ocnt3 n exc tFi,V: vaccrso'r'Cd_r.ras,c.,ai Of, N07 cit cr wcid bit or n<-ar encr, C:ntainer CO NOT reuse error =nt3•ner •AIthC J[ c0mmeroal c_an or recc'Ic,J;.r Aw'd csnW:t Mot* Sk,n, eieS are .0min, t r,0 orea;r,ng •+ancrs. wash th0rough- '; after on-Img Avoid orc onged Or reMj:ed Sk:n cone x- Cr treath,rg of vapors. 01 NrJT take �nter'laily Use ,mC2hicu5 ):ties, goggles ar'J If the TLV is :xceeced Cr f use Is oerfo,me: In 3 ocorry ver:lated area, tie %ICS- tSriA aCC`U:?C rescrtaCN CrC:e¢or I^ acarc ance with alol!crh fedc,. al. statt and a3i r:guauoni First Aid r Case of eve o^,nl3ct, fluoh Ulol- cughly V, ;h Water fc' it least Ij minuses Seek irr iedlate rr_•d al 3tterbc" nCase(r skin c-rt3n, Wash affect:d area wah xm 3rd Natar If mraton t4' UZt5, 5etk mcdtcil atterror Remcve 3r7 W35n tQntarrinatel clotting, If ,rnala7er, effr_T_ u',C r. rerrve ce fresh 7r. A d scorn 1vt C2'sists C� any cre3.hlr9 df`I;U b CCCL15, seek irnmtadlate madc.I aCert^_r, es'watowed seek mmedace me*C31 Mantirx 91zi.0 romq Ing CC:JC be sure to keep VhIT 3 read te!tw hi; ; ;n avoic a C ra. . cn of vLrr,C.S n' C ;ts 1,.r,s See Material Satin %m 5-ee; rCr further Informamn Prop. 65: T`Is :•oa,.c: ne, ;t '. tam trace 3mcunt: of s,t:cr ; _,• de :uuar`a ar„ le 1S .tan 0 11, ccluen_ d,.socYan;ta..vh on a-e listEd ov :Ie sh-e tf • 31l tcrr a 'ss k^orm to cause c ^ter VOC Content Se!f Ieveing grade 17=_ C gr-:r 1 46 It's cf V 0 S.:er ga:iu- of mating Sccegrade 2C3t C;::x 1 '2 Of V C ,ri Cer gal'on cf ccal,rg For medical emi rgency only, Call Chemrrec 41'11=424.93001 customer srrvlce: i.3CC..55- g5 t + Techlncal SerVICOS. Limited Warranty Notice E.E"Y ri:;Ivaola effort is made to avoly Cherr,Rex Inc esacurg z1aVaids totr it t" a m3nufacvxe & our rrcductS and .n the in1C r-=cn vich we (;)nce rin) these products and the? use. We warrar, out prc duCS to ce rf gc:a auauty and xrnl reCla:e or at our election, refund the purchase .ice ,f any c'Cdt.cts Drovi deeCt'Ve Satsfacruty resu'ts cecerd re: on y uteri rl'lore products for bA also upon manyrefur its neyiLvPlitl our Sonneborr_' 1,tI;tV :11erf 0!L txcept for S,aCt1 repi]fSn'e'1C Cr n�ury C4EVPEA INC K1AKE3 NO WARRANTY OR GUARANTEE. EXPRESS OR IMPL'EC, INCLUCIN,—••---- vrAocANrF;rI• WTN'55 FCP A PAFn^,U.AR PURPOSE OR ME7CHANTAftre. ���"�_ L- RCSPECTdrC IT PRG LC TS and CHEVREJt INC shell trove no o:het 10bhltr 1 hDRI aI.4K Esc. with respect thCrcto Any calm regarding prOCutt defect must be recelVeJ in wnrng within one IA Year from the date of :hlpm,ent No Balm wl l be 889'Jalley Park Onve, Shaxopee. MN 55! 19 CCnSIGJM wlthcut such written notice or after the SPe4 led time intsn'a'.. ManutaCCUring Plants: Crl^,ago L. Minre%cl s. MIN, usY shall determine Me tutadat+ of ;he products for the intended use Fort Wayne. IN: Mattawan, t.11 Montreal, QUE and assume all risks and 13tAtY n CorneLmon therewith. Any authon:eo Chi^ue In the annttd recommendations corterning the use of ou• prod Regional Warehouses: Crago, It. Atlina. CA: ur; mur twat the Sign3tLre of the ChennRex InC TUChtlital Manager Hayward CA, MaSPtth. NY, Dallas. T( Four- NO M 323 For professional use only. 01J 2196 O'946 Ch"Re!,® Not for sale to or use by the general public. P.rda:eC :C�9a llr:i ,+17:D1 1,45,�ie, N'11 ;v t - -�- - � _NI]I]11j]d_l_Hl I ,1311I-r'I 1 MAHMOUD SANAT&1, P.E. Consulting Civil Engineer P.O. Box 2585 on. `,iARAI�,GA, CA 95070.0585 JOB Gs17. s" SNEET NO � OF q CALCULATED BY /t!!flys,�. DATE /7 CNECKEDBY DATE //,( I �285 Pd,-i sin �J Gi�-1A L f'✓ /f l.� P �fnr L �'fZ' L%.+ � Co ; S E � jLa.✓ir,. 4.� h f� -•f �%sue i W i T mw e p 4,v1PL7 u// u D l , S S. J��/�o/L ao,yr Ar rH-c E ,..J , n+t AA4 mo,4 I a0rd r s� G. 441, P. I .., I a's — 11 , �..,--eun 1,a nutmiMfIta— MAHMOUD SANAT,1, P.E. Consulting Civil Eng neer P.O. Box 2585 S,ARATOGA, CA 95070.0585 ,X 2 tie 0 V.AN PKINN SHEET NO I OF CALCULATED BT M^-e� DATE 7 CHECKED BY 1_ ��r.1G�l�: t2.�or l..a•p n.�. = I�L•� h�� C�)1-I� L•L. l(D.c �'Si' DATE Wlvtih: � l�l'[blt-��1� � o•o ��i� � I/Z� L��. E•S.7 Gx.�E%Talt� ' \�rj.p rb�= Cif 5�7nGLo cE,, I th (t E F, ti c [' kin•' L �kl'�► G v� • (4� � 1 �) U4 s -3) , co l r r s Ml01'It i GitL.o Ila¢>:(/s) 17.0 3s4(17Xlaif)(14�'/alp) 4I614 2X10tv,Ge/Loy io � tnl f-I - Ito 10 _ yz 2 �" � 3�4 0 3a �✓ . I.5 9s d s w•� �SL�x 1�- �,� I r-/-AME 62(N) �17k+1-s ��'��i �til� ono/�•o I'sF ID (� = �s(2 �) =/4 (^LD f-MVF 17<0 Sr C1iy�.,�,�12, 2p�` ,Iby t, I. vxlp hr�2 7 ri 1 =- G s�►l�P�rs-T �l S IA Ay �� _ ?oo.•� /:.� . mac ,'� -- ,,� 1 U �i mm� m. � n... y..., m i mmn ®. � � •• mai nur na. w na �a.asac MAHMOUD SANAT�1. P.E. Consulting Civil Eng near P.O Box 2585 SARATOGA, CA 95070.0585 .,DB L6A01=- SHEET NO 2 DE O C! CALCULATED By DATE CHECKED BY DATE ✓I6j5�P SW441am � J 13. o l it •r } 1 a 9�L�(Zg' = -7, lvJ° -sP ,1J o Y✓�iaFDi : �,,,L,, , �Do -t Oct i`I) = � a I LA-7 r'G Vi o b �I �i�c� GuT s►•tcftR. I,JM�-S � L�n�E 'l Tor✓.:-i= C�✓�C� —1 tal AFF�c-TCJporl.� � . l iO I lo' 0 N F �3-/7 f7qq It i ✓ 0� (�ys I- ram" �``)'��7 / z sH�R(zH/nw. G(•K-�,L a f : ` � y o 1-ir: �G � tJ p�: fl- l.V ✓GL St14k(t MpT�If���)3I LopIip� s, � o 1✓,/ 7/� X 10" 71Nc✓YD W rn�- Z��$Z t r�5f(1.>ai� �(•!3P)'= �Izr i[.) Z ILA c 1 la �^ GRAvJIi" /�no�' /V) 4r s lt�'-• ✓rldr = Z,�i12� is� — 2o,1?c1 - r= 110 o � � I J, a32) Coca" "M4ZL; IZ MAHMOUD SAAANI, P.E. Consulting Civil Engineer P.O. Box 2585 SARATOGA, CA 95070.0585 �e 2^ o l, ES L��nIDOR- 7 SHEET NO OF `Sy CALCULATED BY a4±Z/— DATE CHECKED DATE SHEAR WALL SCHEDULE TYPE SHEATH'G. NAILING SHR TR4NSR SILL NAIL'G. BLR'G. ANCH. BOLT L=\ 3/8" CDX 8d @ 6-OC A35 CLIPS @ 16d @ 3" OC 2X @ 48" OC PLYWOOD ALL EDGES 24" OC STAGGERED ALL EDGES Q3/8" CDX 8d @ 4-OC A35 CLIPS @ 16d @4"OC 2X @ 32" OC PLYWOOD ALL EDGES 16" OC STAGGERED ALL EDEGS 3/8" COX 8d @ 3" OC A35 CLIPS @ 16d @3" OC 2X @ 24" OC L� PLYWOOD ALL EDGES 12" OC STAGGERED ALL EDGES A35 CLIPS @ 16d @ 2" OC 12" OC / 3\ F—' 15/32" COX l0d @ 2" OC 3X @ PLYWOOD ALL EDGES 8" OC STAGR'D. ALL EDGES NOTES: 1. NAILS SHALL BE COMMON OR GALVANIZED BOX PER UBC STANDARDS 2. WHERE PLYWOOD 1S APPLIED ON BOTH EDGES OF A WALL. AND NAILS SPACING IS LESS THAN 6" ON CENTER EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS, OR FRAMING SHALL BE 3X NOMINAL OR BETTER AND NAILS ON EITHER SIDE SHALL BE STAGGERED. 3. USE 3X OR THICKER STUDS FOR SHEAR WALL TYPE 3 4. ANCHOR BOLTS ARE 518" DIAMETER X 10" DEEP. 5. WHERE PLYWOOD SHEAR IS APPLIED ON BOTH SIDES OF A WALL, REDUCE THE ANCHOR BOLT SPACING CALLED OUT ON THE SCHEDULE BY HALF. 6. APPLY PLYWOOD EDGE NAILING FOR ALL POSTS AND STUDS CONNECTED TO HOLDOWNS. 7. ALL PLYWOOD FIELD NAILING SHALL BE 12" ON CLNTER nppu[�11M IISiM ��i1�Itll,�®�N U---j %—R mm1wmf MAHMOUD SAI�&ANI, P Consulting Civil Engineer P.O. Box 2585 SARATOGA, CA 95070.0585 GENERAL NOTES: CONCRETE: gAL s� SHEET� a q CALCULATED Br DATE CHECNEDBY DATE 1. CONCRETE MIX: -CONCRETE SHALL HAVE A MINIMA9 28 DAY COMPRESSIVE rIT-RENGHT OF 2500 PSI UNLESS NOTED OTHERWISE ON THE PLANS. AGGREGATE SHALL BE REGULAR WEIGHT HARD ROCK WITH A MAXMUM SIZE OF I 'h INCHES FOR FOOTINGS -AND % INCHES FOR SLABS. UNLESS OTHERWISE IS NOTED ON PLANS. A MINIMUM FIVE SACKS PER YARD OF MIX SHALL BE USED WITH A MAXIMUM SLUMP OF FOUR INCHES. USE TYPE II CEMENT PER ASTM C150. 2. REINFOCEMENT: USE GRADE 40 DEFORMED REINFORCING BARS FOR N4 REBAR OR SMALLER AND USE GRADE 60 FOR 45 B.A L CONTACT SPLICES SN_ALL BE LAPPED MIIMMUNI OF 40 BAR DIAMETERS. - - A. CLEARANCE: SUPPORT HORIZONTAL STEEL AT BOTTOM OF FOOTINGS ON MORA_R BLOCKS. MINIMUM OF 3 INCHES CLEARANCE FOR SURFACES POURED AGAINST EARTH. AND MINIMUM OF 1.5 INCHES CLEARANCE FOR SURFACES POURED AGAINST FOOTING FORMS ARE REQUIRED UNLESS NOTED OTHERWISE ON PLANS. 4. FORMS: BUILD SUBSTANIALLY AND CONSTRUCT SO NO WOOD IS LEFT EMBEDDED IN CONCRETE. FORMS MUST BE PLUMB AND TRUE EXCEPT AREAS POURED AGAINST FIRM AND COMPACTED EARTH. FORMS AND TRENCHES SHALL BE FREE OF STANDING WATER AND FOREIGN MATTER BEFORE POURING IS BEGUN. 5. PLACEMENT OF CONCRETE; PLACE CONCRETE AS CLOSE AS POSSIBLE TO ITS FINAL LOCATION TO AVOID SEGREGATION. VIBRATE OR ROD TO ENSURE CONSOLIDATION. THOROUGHLY WORKING CONCRETE IN TO CORNERS AND AROUND REINFORCEMENT. CARPENTRY: I. GENERAL: ALL CARPENTRY WORK SHALL COMPLY WITH CHAPTER 23 OF 1994 UNLFORM BUILDING CODE. 2. MUDSILL: USE 2X PRESSURE TRAETED OR FOUNDATION GRADE REDWOOD MUDSILL. J. ANCHOR BOLTS: USE 5/8" X10" ANCHOR BOLTS AT MAXIMUM 48" ON CENTER UNLESS OTHERWISE IS REQUIRED BY SHEAR WALL SCHEDULE ON PLANS. ANCHOR BOLTS SHALL BE INSTALLED AT NO MORE THAN 12" OF THE MUDSILL ENDS, WITH EACH MUDSILL PEICE HAVING AT LEAST TWO ANCHOR BOLTS. 4. HARDWARE: ALL METAL HARDWARE USED IN FRAMING SHALL BE OF SIM_PSON STRONG -TIE CONNECTORS AND SHALL BE INSTALLED STRICTLY ACCORDING TO THE MANUFACTURERE'S RECOMMENDATION. MAHMOUD MAW, P.E. Consulting Civil Engineer P.O. Box 2585 SARATOGA. CA 95070-0585 . 23311406 4 �4;�•� L1or*5� �n�. �i.,� SHEET NO �-� DE CALCULATED BY r/�'��_ DATE LUMBER SCHEDULE: TYPE SIZE MINIMUM GRADE: STUDS 2X4 DFN2 2X6 DFN2 JOISTS 2X DFN2 3X DFN2 BEAMS 4X DFN1 UNO ON PLANS 6X DFNI UNO ON PLANS RAFTERS 2X DFN2 HEADERS 4XI2 DFN2 UNO ON PLANS GLU-LAM BEAMS 3 1/8X , 5 1/8X , ETC. 24F-V4 UNO ON PLANS LEDGERS 2X, 3X OR 4X DFN2 UNO ON PLANS MICRO -LAMS 1 3/4X. 3.5X. ETC. 1.9 E LVL PARALAMS 3.5X, 5.25X, 7X, ETC. 2.0E PSL EPDXY GROUNTING: 1. EPDXY GROUNTING: WILL BE USED IN ALL LOCATIONS WHERE EITHER ALL -TREAD ROD OR REBAR ARE BEING EMBEDDED IN TO EXISTTNG CONCRETE OR MASONRY ,UNLESS NOTED OTHERWISE. 2. DRILLED HOLES: SHALL BE DRILLED WITH ROTARY HAMMER. SIZE SHALL BE 1/8" LARGER THAN THE ROD OR REPAR CLEAN ALL HOLES WITH A DRILL. MOUNTED WIRE BRUSH, THEN IMMEDIATELY BEFORE APPLYING EPDXY GROUT, BLOW OUT HOLES WITH OIL FREE COMPRESSED AIR. 3. EPDXY ADHESIVE: USE SIMPSON EPDXY TIE ET22 UNLESS NOTED OTHERWISE. (ICBON ER-5279). ALL PLACEMENT SHALL BE AS PER MANUFACTURERS SPECIFICATIONS. 4. ANCHORING RODS: SHALL BE A307 STAINLESS ALL TREADED RODS. I�xF' 1a � �str f.we� Im I �r,n ®�K iA•.1K h,ll I,awnOf 1011IIU IgSf3q k MAHMOUD SANATI 1, P.E. Consulting Civil EAR. P.O. Box 2585 SARATOGA, CA 95070-0585 .,DB �2i2ic 0y1A G�jpt� C�°l=�M, SHEET NO 0 OF CALCULATED BY DATE 5 CHECKED BY DATE rzi- _ 111•a htr L•L. c 1(D•o tz,sr fLtl-. Lol-,-rj s : t7 j- = 10. o r A r L-.L. —Uo.c rsr t�1TBit, vit- o.o rein I/ZI c-t'. k'5-o I-*.r- �►zh 1LEFar✓r : roc r��C4ufI.,)C/53�: cD7 r-r 5 Mo i, tozjz�� �ilL2 I(P41-C- 3 4(l?Xl,DtoX1 a I/alp% .'{"�.% r'^4- L►SL 2� dD�JC�G�/I.i GIl�� (A) 4X 2 /i-U' R- G ' 1 /o - w M/ = 3i.� qy��- 12 + °l �l S)-�Id '1 $i5 yr c��is4f�=i =gam.$ 3,�1'l0• 3,41v �dDO LEA° 65 17s) 0-25-)�le� � �1.3 �� �1sL��c 1�- fib- e-I {-e�NL ac�,,A- :�p (N) �t7�+t s �p�l cq e ti/� r n� �i�s• o phF ► Y19 (J'a 17; a `4 J I'f»L,iy'(I a) �2p MAY 3"l yI.e�t. vX o 17r^2 .�3ac9�t•i�t 50po(ZtQ 7 MI,,, , h4o�2.$)� Irksal4 y`kX a�i01C2>) Ile.0 10� 1 I I9,_ G. FE F rI cr PFRTINC) rnr_tl t 2•S/ yry� pA0FE88/0N +i $� No.48545 _ T Exp.6/30/07 Jh'- pt'I- zXd bt`° Z MAHMOUD SAN)MANI, P Consulting Civil Engineer P.O. Box 2585 SARATOGA, CA 95070-0585 ,1DB z^ o o A- es t,c'^1ncR-"`'57 E. s�+EET ra. of 4z- G� CALCULATED BY DATE CHECKED BY DATE SHEAR WALL SCHEDULE TYPE SMEATH'G. A1L/NG SHR TRANSR SILL NAIL'G. BLK'G. ANCH. BOLT 3/8" COX 8d @ 6-OC A35 CLIPS @ 16d @ 3" OC 2X @ 48" OC PLYWOOD ALL EDGES 24" OC STAGGERED ALL EDGES Q3/8" COX 8d @ 4"OC A35-CLIPS (@ 16d @4"OC 2X @ 32" OC PLYWOOD . ALL EDGES 16" OC STAGGERED ALL EDEGS 318" COX 8d @ 3" OC A35 CLIPS @ l6d @3" OC 2X @ 24" OC PLYWOOD ALL EDGES 12" OC STAGGERED ALL EDGES A35 CLIPS @^ -' 16d @ 2" OC 12" OC 15/32" COX 10d @ 2" OC 3X @ PLYWOOD ALL EDGES 8- bC STAGR'D. ALL EDGES NOTES: 1. NAILS SHALL BE COWAON OR GALVANIZED BOX PER UBC STANDARDS 2. WHERE PLYWOOD IS APPLIED ON BOTH EDGES OF A WALL. AND NAILS SPACING 1S LESS THAN 6" ON CENTER Er11-IER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS, OR FRAMING SHALL BE 3X NOMINAL OR BETTER AND NAILS ON ErrHER SIDE SHALL BE STAGGERED. 3. USE 3X OR THICKER STUDS FOR SHEAR WALL TYPE 3 4. ANCHOR BOLTS ARE 518" DIAMETER X 10" DEEP. 5. WHERE.PLYWOOD SHEAR IS APPLIED ON BOTH SIDES OF A WALL, REDUCE THE ANCHOR BOLT SPACING CALLED OUT ON THE SCHEDULE BY HALF. 6. APPLY PLYWOOD EDGE NAILING FOR ALL POSTS AND STUDS CONNECTED TO HOLDOWNS. 7. ALL PLYWOOD FIELD NAIl NG SHALL BE 12" ON CENTER nmsi n� i isw. sr.aa� pr.n ®.w ,ia r nun whr nor m�nr[ i aBso MAHMOUD SANAT01, P.E. Consulting Civil Engineer P.O. Box 2585 SARATOGA, CA 95070.0585 i JOB SHEETNO D' CALCULATED BY , � DATE CHECKED BY DATE }�� t ✓Ih S AiL NIXAAI- 1hl �—� VIF i %tll AFP=c-T��or . (i2•to CI.3)(79)�I�� 12.E r�F,� ��•o PAP �—i J - 1''�.0 `(G •f � t 1 h �/L��Li3r) = "1IJJd t �{�� vJ yj �1IZr--aL: c �� =fir (veo a y �I01-7 142e ` �2i gMI Coo✓�1.r.1�i •_ rl�EGI� GuT slhAR- wtvt4-S 6f 1-nip �l Kp"'vlt lav-r-� —i i3-o rJ n �+•� L�•K � d f= SN'f.✓'.T �/Nw C' U lam+ r7 '? � • -�- G[�-c-� or c 11, o tv No lz:. 2 ZZ ( T) Lot e `' g I I I A / s maT--bf-(19)7 Ci)2iZ > '.5,31s 1 Zd 0 �6 t 11172A A-� td y/• X1,"71Lf" T►e�— enn.✓r s f a Sl 1 10 r IW LJ1�1-tit= �. I_ I UP I ►Iv `s N Its V" Ilp'�' I `4 p of. , , I♦ �')�oPvSCP lor✓ 1.V✓S!i MaT = ZIula.) ($� 2o,1?U Mo,L=jg(ly)a I�CZ��Uz)�z 1.10 Is- ^r�,x+fl , sA. s�..nu � �.ras®. •• � r ei�n �. aw naa w ncE � mmoo MAHMOUD SAN&AN1, P.E. Consulting Civil Engineer P.O. Box 2585 SARATOGA, CA 95070-0585 GENERAL NOTES: CONCRETE- JOB�' O o ✓ Ik - /� R- 'I'si ET NO d S� CALCULATED BY DATE L •J^ (� CHEGIED DATE 1. CONCRETE MIX: CONCRETE SHALL HAVE A MiNMEM 28 DAY COMPRESSIVE STR.ENGHT OF 2500 PSI UNLESS NOTED OTHERWISE ON THE PLANS. AGGREGATE SHALL BE REGULAR WEIGHT HARD ROCK WITH A MAXDHUM SIZE OF 1 V2 INCHES FOR FOOTINGSAND'% INCHES FOR SLABS. UNLESS OTHERWISE IS NOTED ON PLANS. A MINIMUM FIVE SACKS PER YARD OF MIX SHALL BE USED WITH A MAXIMUM SLUMP OF FOUR INCHES. USE TYPE If CEMENT PER ASTv1 CI50. 2. REINFOCEMENT: USE GRADE 40 DEFORMED REINFORCING BARS FOR N4 REBAR OR SMALLER AND USE GRADE 60 FOR #5 BAR CONTACT SPLICES SHALL BE LAPPED MINIMUM OF 40 BAR DIAMETERS. - 3. CLEARANCE: SUPPORT HORIZONTAL STEEL AT BOTTOM OF FOOTINGS ON MORAR BLOCKS. MDYIMII - OF 3 INCHES CLEARANCE FOR SURFACES POURED AGAINST EARTH. AND MINIMUM OF 1.5 INCHES CLEARANCE FOR SURFACES POURED AGAINST FOOTING FORMS ARE REQUIRED UNLESS NOTED OTHERWISE ON PLANS. 4. FORMS, BUILD SUBSTANIALLY AND CONSTRUCT SO NO WOOD IS LEFT EMBEDDED IN CONCRETE. FORMS MUST BE PLUMB AND TRUE EXCEPT AREAS POURED AGAINST FIRM AND COMPACTED EARTH. FORMS AND TRENCHES SHALL BE FREE OF STANDING WATER AND FOREIGN MATTER BEFORE POURING IS BEGUN. 5, PLACEMENT OF CONCRETE: PLACE CONCRETE 4S CLOSE AS POSSIBLE TO ITS FINAL LOCATION TO AVOID SEGREGATION. VIBRATE OR ROD TO ENSURE CONSOLIDATION. THOROUGHLY WORKING CONCRETE IN TO CORNERS AND AROUND REINFORCEMENT. CARPENTRY: I. GENERAL: ALL CARPENTRY WORK SHALL COMPLY WITH CHAPTER 23 OF 1994 UNIFORM BUILDING CODE. 2. MUDSDLL: USE 1X PRESSURE TRAETED OR FOUNDATION GRADE REDWOOD MUDSII.L. J. ANCHOR BOLTS: USE 5/8" X 10" ANCHOR BOLTS AT MAXIMUM 48" ON CENTER UNLESS OTHERWISE IS REQUIRED BY SHEAR WALL SCHEDULE ON PLANS. ANCHOR BOLTS SHALL BE INSTALLED AT NO MORE THAN 12" OF THE MUDSILL ENDS, WITH EACH MUDSALL PEICE HAVING AT LEAST TWO ANCHOR BOLTS. 4. HARDWARE: ALL METAL HARDWARE USED IN FRAMING SHALL BE OF SDAPSON STRONG -TIE CONNECTORS AND SHALL BE INSTALLED STRICTLY ACCORDING TO THE MANUFACTURERE'S RECOMMENDATION. n 'm .rs e..+im,nm®.4 wB nn, t.o w tmL—,.gym— MAHMOUD SANSANI, P.E. Consulting Civil Engineer P.O. Box 2585 SARATOGA, CA 95070.0585 LUMBER SCHEDULE: . Z3-5oad{(j4 lxr_*5� SHEET NO OF t 7 �j CALCULATED BY FnF"'r— DATE 5-J—/ / CHECKED BY DATE TYPE SIZE MINIMUM GRADE: STUDS 2X4 DF#2 2X6 DF#2 JOISTS 2X DF#2 3X DF#2 BEAMS 4X DF#1 UNO ON PLANS 6X DF#I UNO ON PLANS RAFTERS 2X DF#2 HEADERS 4X12 DF#2 UNO ON PLANS GLU-LAM BEAMS 3 1/8X , 5 1/8X , ETC. 24F-V4 UNO ON PLANS LEDGERS 2X, 3X OR 4X DF#2 UNO ON PLANS MICRO -LAMS 1 3/4X. 3.5X. ETC. 1.9 E LVL PARALAMS 3.5X, 5.25X, 7X, ETC. - 2.0E PSL EPDXY I:ROUNTUVG: YVV.L BE USED IN ALL LOCATIONS WHERE EITHER ALL -TREAD ROD O REBAR ARE B G EMBEDDED IN TO E30SITNG CONCRETE OR MASONRY ,UNLES NOTED OTHERWISE. 1. DRILLEWHOLES: SHALL BE DRILLED WITH ROTARY HAMMER SIZE SHALL BE 1/81, LARGER THAN THE ROD OR REPAR. CLEAN ALL HOLES WITH A DR" L MOUNTED WIRE BRUSH, THEN WMEDIATELY BEFORE APPLYING EPDXY GROUT, BLOW OUT HOLES WITH OIL FREE COMPRESSED AIR 3. EPDXY ADHESIVE: USE S54SON EPDXY TIE ET22 UNLESS NOTED OTHERWISE. (ICBO# ER-5279). ALL PLACEMENT SHALL BE AS PER MANUFACTURERS SPECIFICATIONS. 4. ANCHORING RODS: SHALL BE A307 STAINLESS ALL TREADED RODS. n1'1pFl.I---Ip—®.K 4 —W, ftA w mu PUIVAiBA � CUPERTINO SANITARY DISTRICT SANTA CLARA COUNTY DISTRICT MANAGER -ENGINEER 20065 STEVENS CREEK UDULEVARD, OLDG C UOARD OF DIRECTORS CUPERTINO. CA 9501-2350 CURT15 B HA RR150N,PNES MARK THOMAS & CO. INC. PNONE I4001 253-7071 • FAX I4001 253-5173 RICHARO A FELLOWS. sEcr DISTRICT COU NSEL OR JOSEPHF UROWN PHILIF D A65PF OF WARY G L . KrES ENDELERR JR S TLIRGIS. NE55. BRUNSE LL 6 A55AF May 17, 1999 File: CuSD -MOP Building Department- Cupertino Community Development Department - Building City of Cupertino 10300 Torre Ave Cupertino, CA 95014-3255 Subject: Residential Addition/Remodel Name: Mr. and Mrs. Fred Mielke Address: 23300 Via Esplendor4057 APN: 342-55-042 Control/Plan Ck. No: 9324 Permit No: B0443 Gentlemen: The Cupertino Sanitary District has reviewed the plans for the subject project. The following Conditions/Requirements are made: Locate and raise to grade a property line cleanout (verify serviceability if existing.) Install a backflow protective device (verify serviceability if existing.) No discharge of photographic chemicals to the sanitary sewer. Storm water from surface or roof drains, other general surface runoff water or condensate from any residential HVAC equipment shall not be discharged to the sanitary sewer. Yours very truly, MARK THOMAS & CO. INC. District Manager -Engineer by Carl H. Beckham CHB:Iw cc: Fred and Lorraine Mielke 9!rector - The Forum at Rancho San Antonio ✓Richard Haro - Drafting and Planning Inc. Hennie Bacus - City of Cupertino, Public Works Dept. SUPPLYING SANITARY SEWERAGE SERVICES FOR: CITY OF CUPERTINO. PORTIONS OF THE CITIES OF SARATOGA. SUNNYVALE AND LOS ALTOS AND SURROUNDING UNINCORPORATED AREAS i'6 2J, 99 16:01 'D 103'773337 CITY CUPERTINO S Ia.iOLOO2 ... e Plan Check Dtv:,icn 10300 Tvre Atnnce V.0 CAPenl:wCA d`014 Tel_phonc(408 777-3228 0' Fnx (1Ua) 7'7.3333 Cupertino — - Building Department Addition 23300 Via Esplendor Cuntrol # 9324 Permit # B0443 Checked by Bruce 612/99 1. Requires an Architects Stamp as it is a common area development. 2. A letter from the Home Owners Association approving the changes is required. 3. Provide handrail/guardrail details at stairs as well as the rise and run. 4. Provide a sectiuri at building showing exiting construction, landings and stairs per sheet 1 and dimension landing above grade. S. Specify epo;ty ICBO number at dowels. 6. Confirm minimunt connectors per UBC 1912)5.4.3 at grade tie beam. 7. Provide ICBO number at hatch and confirm railinw1andrail per Chapter 10. S. Nota Agency approvals, check valves, "TDH" venting, piping and controls and attach a description for pump. 9. Show details of area separation wall and fine rating and any changes to existing construction. 10. Provide details at deck for changes in water proof membrane. i 11. At 1/5 specie rod diameter, embedment, ICBO epoxy number and spacing. 12. Provide decl: framing, flashing membrane details. 13. Show smoke detectors at existing house per UBC 310.9. 14. Provide up dated energy forms and confirm glazing meets package. IS. Confirm rettim air from lower level. 16. 7/5 doesn't comply with the Code. 17. Provide calculations for beam. C 65kMs ?) 18. Confirm ventilation to remaining under floor area. 19. Show fan exhaust location. 20. Clarify no existing shear wall or Itoldovvn is being modified at interior/exterior. t,l.alta �. • 'JA, FIR DEPARTMENT FIRF,: �`' SANTA CLARA COUNTY CONTROLNUMBER 9324 11 Yl"'i 1 I;A! 1'a`)50:;;'1,SI, B0443 eLDO PERMIT NUMBER IllltilS7,-� 40I0II4 r4 • 1l16ti1.i%112 Uoxl PLAN REVIEW NUMBER 99-1201 PLAN REVIEW COMMENTS CODE/SEC. SHEET NO. REQUIREMENT Review of plans for the proposed addition of a basement hobby area. UBC 3 1 Section "C": Usable space under the first floor shall be protected on the side of 712 the usable space as required for one -hour fire -resistive construction. Revise the "1/2 inch gyp. brd." notation to reflect the rated, tested assembly to be used. Elements to be field verified at time of final inspection. CBC 3 2 The egress windows shall provide a minimum net clear opening of 5.7 square 310.4 feet, with a minimum height dimension of 24 inches, and a minimum width 1019.11.1 of 20 inches. .1 3 The existing fire sprinkler system shall be modified as necessary to maintain the design integrity. Prior to performing their work, a licensed C-16 contractor shall submit to the fire department, three sets of shop drawings, a completed permit application, and applicable fee's. Approved: Okay to issue the building permit, subject to compliance with the above. DISTRICT PLANS SPECS NEW RMDL AS OCCUP ONS'T.TYPE PERMnTEE DATE PAGE CUP ® [] N R-2.2.1 V-1 HR Richard Haro 5/12/99 1 1 QF SECJFLOOR AREA LOAD DESCRIPTION BY Unit 57 2,247 sf Residential Construction Barnes, George NAME OF PROJECT LOCATION MIELKE RESIDENCE 23300 Via Esplendor A Gdff""On Fnr Pr h, lion Divoct uCromq Sanfu ('lunr <'nuntr and 0... rnrrnu..... . u/ [',nnl,hr•I!, c'nl, rI vu., I "' Aff- Lm Att w Hd1'. i-, <;nnr+. Afow'. .Srn•rm, tilnryan ILII. ❑nd ,tirnrp,gr�