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Building Permit 11.0886
3 r. 5 • C) 000000 "a 0 D zC H x * ° cn m n n O cnTZ -n -n71 p z ° v n n a O O p 3 -izcoV, 0 m m m "' O Q a o x x x 3 mrr-- C3z -I z cn � 'n ni r -17 n n N Q Z v - aim O N zxi -- ro i a N N N "' O o z 73 o �'� - Z Z ° o z z Jt mx m n m tri 0 >rz -I r ° U x m v v m z 0 0 000000 m m m m 3 � cn * 3v -xi cn v o ncrg� .a.� nc x3rtimx3 -0 0 cn y ^e ccn2. 0 m -n La x x x Q1 m O — n O 'fl CD n Zzxx - z x z x C m .i b a0O0 O 3 zi - mn n p ° z _ c C hi 0 z r z 4 m c ill > 71 TI v A x 7 m _ CT) ° I �_ N m 000000 0e w o Z z > � � p � Q� -'� m _ 0 comm30 J nni z a0 ° z 'n cn 2 z- m -I r 0 — Orr; - n SOO =,E 0 > Eo A n / 0 0 2 2 Ecn 0 0 z m k � / 73 co m q F m k � | m CO� � � § 3k cn 33 § t -4 -4 % ; Z / JQ � o P � § ? �4 0 q ,.1 0 , q 2 0 o R m� ■ a a\ � � � � � � m � X r 3 -4 -n '0 13 % m 2 0 0 \ 000000 § - m / I. c 13m * C 13 0 ® § 00 nE 11nE mc n @ \ { cn f \ / > ° ooc 2 k m q 2 \ $ , 2kk xl z A a % 2 " m r- i § P b m 271 0 I a � � ; o n k \ 000000 1 7 a22 § 2co 4 nip Ft. < ® q -o § ® cs § E� � Kk - kk2§ m - mm - -n y3. • -1- - r ■-Izr- m ¥ 0 Cil II Ion CITY OF PRIOR LAKE BUILDING PERMIT, Date Recd �.% TEMPORARY CERTIFICATE OF ZONING COMPLIANCE �l I !m AND UTILITY CONNECTION PERMIT rs��. �'NH I.white rile 2. Pint. cit, PERMIT NO.,g ij 3.Verbal`, Applicant /1 (Please type or print and sign at bottom) l' ADDRESS l 35 �i D J 4/41., ZONING(office use} LEGAL DESCRIPTION(office use Drily) ,5-102/00 (2 N/�,0LQD1/y . LOT BLOCK ADDITION PID Q?✓102/00 7e 4 OWNER , (Name) -)kintrePeE ifibEVy.e Vies/ -SIOUX CoIsva#TY (Phone) 952- ws— 8N)0 (Address) 2 gid St0Uk 77 ,L "1/41/ / Ado re G/¢e , /71,,c1 S"S-x'72 • BUILDER (Company Name) RICE GItkGDDJ Cat4r. (7�u c5 (Phone) 2/$ SY6 ss ei (Contact Name) Si"E7/e- /3 z-F'/GN (Phone) k a (Address) ,2,02 36 b C.00Ikvr7 14+t ) ( J t fit ‘VOPI M M) no Wel TYPE OF WORK 8-New Construction ❑Deck ['Porch ❑Re-Roofing ORe-Siding ['Lower Level Finish 0 Fireplace ['Addition ['Alteration ['Utility Connection CODE: ❑I.R.C. .B.C. ❑Misc: Type of Construction: I II III IV V A B I Occupancy Group: A B E F II I M R S ® PROJECT COST/VALUE $ f�O f 00 Division: 1 2 3 4 5 (excluding land) I hereby certify that I have furnished information on this application which is to the best of my knowledge true and correct. I also certify that I am the owner or authorized agent for the above-mentioned property and that all construction will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the building official can revo th' pewit sse. Furthermore,I hereby agree that the city official or a designee may enter_uppn the property to perform needed insp ctions. X —7 _ "4")154 3 if2-a k Signature Contractor's License No. Date • Permit Valuation ( sox0,94- - Park Support Fee # $ Permit Fee $ 134;3,56) SAC # $ Plan Check Fee $ 19-14 .75 Water Meter Size 5/8";1"; $ - State Surcharge $ 15- Pressure Reducer 1 $ Penalty $ Sewer/Water Connection Fee # $ Plumbing Permit Fee $ Water Tower Fee ## $ Mechanical Permit Fee $ Builder's Deposit $ Sewer&Water Permit Fee $ Other $ Gas Fireplace Permit Fee $ TOTAL DUE eliti $ This Api tion B o,.• Your Building permit ?i W n pproved Paid 2 08 ZS Receipt 3q'7 y A /u. �� � r 17 �� Date q 9 ��- BY i Building Official Date This is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested This document when signed by the City Planner con 'lutes a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy,a Certificate of Occupancy must be issued. // ,,,,-- 7- 7-// Plannin_.trector Date Special Conditions,if any--- --------- 24 hour notice for all inspections(952)447-9850,fax(952)447-4245 4646 Dakota Street S.E.,Prior Lake,Minnesota 55372 Acr (er Z- q& i- 0116 jr„ , - t✓,...,, c SHEET 1 OF 11 Telephone 215-855-8713 FAX 215-855-8714 GARY K. MUNKELT & ASSOCIATES Consulting Engineers Precast Concrete, Structural, Civil 1180 Welsh Rd. Suite 140 North Wales, PA 19454 4- L242 -444.4444-4,4„:42444074 -22247444 f PROJECT: DESIGN PRECAST CONCRETE UTILITY BUILDING 12'-0.h"; AD!dT. A 6vbith1 or wort was prepared by me or under the direct supervision and that I am a duly Licensed Professional Enanei under the laws of the CLIENT: HUFFCUTT CONCRETEste0INC.''' CHIPPEWA FALLS, WI Print Name Acta„iMk McLauhflr Signature' oat icitM JOB SMSC NORTH RESIDEN rtAL SANITAIM PRIOR LAKE, MN TABLE OF CONTENT Title Sheet General Specifications, References 2 Description of Product & Reinforcing Drawings 3 - 4 Building Design Calculations 5 - 11 Appendix A—Design Load Data Appendix B—Chemical Tank Location Sketch GKI41,1ob#110751 Revised: 08/19/11 Lt 1 tl GENERAL SPECIFICATIONS 1. Concrete shall be designed to obtain a strength of 5,000 psi in 28 days. Material shall meet requirements of ACI 318. 2. Reinforcing steel for building shall be Grade 40 (obtain yield strength of 40,000 psi) and meet requirements of ASTM A615. 3. Weight of Concrete— 150 lb/ft3 4. Design Criteria(See appendix A for more information): Wind —90 MPH, Exposure C, I =0.87 Ground Snow - 50 psf Min Roof Load - 20 psf Floor Live — 75 psf Seismic—will not govern design t30o 10V. Css REFERENCES 1. American Concrete Institute. Building Code Requirement for Structural Concrete. Farmington Hills: ACI, 2008. 2. American Institute of Steel Construction inc. Manual of Steel Construction 13th Edition. AISC, 2006. 3. International Code Council, Inc. International Building Code. 2006. 4. Wight, MacGregor &. Reinforced Concrete Mechanics & Design. 4th. Upper Saddle River: Pearson/Prentice Hall, 2006. GARY K. MUNKELT& ASSOC. Structural Engineers aek-kr ... 0 v. - T.-- ji %../j.-c- ,A.., a) ....; i.rs (--- :\\- 3,1 b 7 -- 1 1 -- I a) 1 ,z, t /11 iNi cf-1-1 = <3 0 . IN .-. 0 e ---7 — ---0 at.s 0) --a --Z '-' I'V'-'3 . . : g I I (..) IV b C13 .- .,.. 1 Flo CU VI MI ........... ..._ fr7 i 13 '' u t`' -.1. tr, C '2 Maxi. CU li 4sW J 6 4 ...I. 73 I 0 ..- _ ,....., 7 ,......„, .v,-- :c- . cc fdi4 i t`4 4 o --A VI s- . i -.4 0 - ',....0, •S 7 'ti Z 4••••° i0 c L...) --r 0 ; ,...fs, tt p-7--- t... Cs •-- 2 -' 6--- 0 on - C4...1 - I CV i..... 'tf .1:.. CU •,-.1 IMIIIM" L ..*.... a) -a 4-, ! rt, an r.:. (1.) C 4 04 in ]4 iX) ... 11: i.,: l ''' 4.... co c G., rn 2 u.. II' ,1, [IL ‘.... (1) i".4 4.........' ii? ''' '. 4......16."1 =u= Co . . ...--71.1 = \1111111111MIIIM IOW / sheat (2) 1/2" DIA. x 2' Lg. 6. NELSON STUDS WELDED TO FLAT PLATE se 1 3- I- I 4" I 1" 1/4" x 6" x 6" FRONT VIEW SIDE VIEW FLAT PLATE DETAIL OF WELD PLATE WELD PLATE CAST INTO �1 PRECAST CONCRETE PANELS 1 E70XX 1/4" x 4"r SECTION VIEW Els WALL TO ROOF 3c TYP. LOCATION OF WELD PLATES WALL TO WALL CORNER CONNECTION CO\ \ ICTIO\ DETAILS GARY K MUNKELT & ASSOC. Structural Engineers Fax: (215)855-8714 CALC BY: C CHECK BY: SHEET NO. .5 OF ‘ I DATE: 'S 1 7//i REV: PROJECT: 1)12/ (3•0 ' kip? C2b Stt0da.te, --1 S (1.C2 E 2-, q (cit,) SosAitt✓ gc ,Jvk-y '. o..Lc--""kc (o2<4 ce.c.-S ,.).u. To.r-e-rvyt- Loz-Sc VL -- 75 e�r or- 600,,, : Sd p,F 4, � Ai--0- ,>pc...f . 1, 1.2(-7s') 4. (.c, (20) 4- ©,o(jo' :. \36 ��F 5o4o(A.)S -----) 1,7--(7K)k1.(.. (501 +o.0(i01 - ► -) 6 f t_l_C l 4- s,c 00) + (),V,5 2 \ 3 ( Kr r i'3 t "-" ,%'' - OAA4z G.):1 disiy,a Li L . = l 7 r: f LJS / F tA ,,, = 178i't-F Cii.-33��24000 2. ` (a 1c - 4` \iik, (-?6 t t,f L tc_I-G-1`/z:) 1,5D L[ s 5 . 13S er-if (1t.3LML/ o,o r 27..- k-f(" \-- 44 erl:` Co.,,41 d Rcaw - s ( 135 /2) 01.3`;X-1Z)4 02%" ,�� L 3S4 -44.2\ 16i °`) ok ��� � �tZ GARY K. MUNKELT&c ASSOC. Structural Engineers GKM& Assoc. JOB TITLE Huffcutt-SMSC 1 180 Welsh Rd. JOB NO. _.._...................._...._..._.._....SHEET NO. 6,g North Wales,PA CALCULATED BY DATE 215,855.8713 CHECKED BY DATE Ver7.11.06 CONCRETE SLAB(ACI 318-05) www.struware.corn DESCRIPTION: Roof Slab INPUT BENDING fc = 5 ksi As = 0.24 in2 p= 0.00509 fy = 40 ksi As(min)= 0.25 in2 p= 0.00530 b = 12 " As(max)= 1.75 in2 p max= 0.03643 d = 4 " Mu = 2.86 'k Vu = 0.95 k SHEAR h = 8 Lt wt conc factor ipvc = 5.09 k Avis = 0.00 in2 (N W=1,LW=.75) = 1.00 Vs(req'd)= 0.00 k Av/s(min)= 0.00 in2 CRACK CONTROL: Ma = 2.2 'k Car cover = 4.25 in SLAB REINFORCING Spacing As #3 @ 5.2 0.25 in2 #4 @ 9.2 0.25 in2 #5 @ 14.5 0.25 in2 ovc = 5.09 k #6 @ 20.8 0.25 in2 SHEAR: OK #7 @ 28.3 0.25 in2 #8 @ 37.0 0.25 in2 Max Rebar Spacing for crack control= 11.94 in DEFLECTION COEFFICIENTS • Actual As = 0.29 in2 Conc wt = 150 pcf Lc = 4287 ksi Ma = 2.2 'k le = 512 in4 Mcr = 5.7 'k Ig = 512.0 in4 Tcr = 21.7 in4 • www.StruWare.com CALC BY:1- CHECK BY: SHEET NO. 7 OF I DATE: /Z/i( REV: PROJECT: at,Gt S(, (.0S eas�wyL- Lo> 14 - ..) .30- 8bJ-PJ t u 'Zc j i opew...t/ [Ad"crag I1vr 1 ZJ 2.t \3t,AA f`7/3 fr ,� � C = 2(fe esF VE0k,<-11 QEhd (P) = 75tsC)1.. t1/7, = 4-sofcr I.2 l ` 540pc.F O� (5) .50fek It 31717 I.b al 4 `3() PL \ L$ l0 c � - b©kk,'F f, O. - 4t; f`E 3.1.7` t x (3.a + s r4� = / (� -3.(p7 G wti f' ,ege,} � 5/49 %10 Nk5 - 17.S ( t/ 0 , (.q 1 L /, Z/ F (CO l € , 0-00 (.1 / �- z / S(022- A-(1..s 14? ("7 27 ) t k cD's Quf OLA, - Lc( GARY K. MUNKELT&ASSOC. Structural Engineers CALC BY: CHECK BY: SHEET NO. 9 OF DATE: ''1 )t u REV: PROJECT: r/ DESIGN WALLS - PER ACI 318-08 SECTION 14.8 Concrete[f'c]= 5,000 psi service axail load[Pa]= 810 lbs Concete Youngs Modules[EC]= 4,030,509 psi servce moment[Ma]= 4,956 in-lbs Steel[fy]= 40,000 psi Area of steel[As]= 0.47 in2/ft factored axial load[Pu]= 1,068 lbs factored moment[Mua]= 8,022 in-lbs Dist from wire to tension face[C]=h/2= 4 in Height of wall[Lc]= 120 in Dist from wire to tension face[yt]=h/2= 4 in Width of wall panel[Lw]= 12 in Modules of rupture[fr]=7.5 x sqrt(f'c)= 530 psi thickness of panel[h]= 8 in Gross moment of inertia[Ig]=(L„,h3)/12= 512 in4 Cracked moment of inertia[Icr]=(LwC3)/3= 256 in4 (true only for steel at cl wall) Allowable Moment a=(As Fy)/(0.85 f'c Lw)= 0.37 in (pMn=0.9 As fy(yt-0.Sa)= 67,368 in-lbs Find Design Moment in Wall 14.8.2.4 Mcr=fr Ig/yt= 67,882 in-lbs <or= 4:1)Mn= 67,368 in-lbs OK 14.8.2.6 Pu/Ag= 11.125 psi <or= .06f'c= 300 psi OK 14.8.3 Mu=Mua/(1-(5PuLc2)/(0.75*48*Ecic,))= 8,039 in-lbs <or= ctMn= 67,368 in-lbs OK Find Deflection in Wall 14.8.4 Ma= 4,956 in-lbs <or= 2/3 Mcr= 45,255 in-lbs OK Acr=(5 Mcr Ice)/(48 Ec Ig)= 0.05 in As=(Ma/Mc)Acr= 0.00 in so Ma2=Ma+Pa As= 4,959 in-lbs &As2= 0.00 <or= Amax=Lc/150= 0.8 OK GARY K. MUNKELT&ASSOC. Structural Engineers 1 CALCBY:l & CHECK BY: SHEET NO. 1 OF t DATE: g I7/'I REV: EI CI PROJECT: tc-f/1/4) SA0k [46 tiet () a t p CLLLa 4.1,4.4'L §ei D . 1)(..‘, i; "7-1,0 0 4or cite 1: r cif /00 (,,vc, (iS? IO 100 roF I. -7 S.-Pe)f tt„ C. zso F A40.1P-- 175 ti7 61•3g1f, 2.8 J),50 2a).( -4r-•/ )5 iI.3 4 .O \At „f 2sp p5 I( 114UP @! anAo pcik-E, tts G" tlikijoic. le-DA)Crk 5 Nri-a 4-3 DiNki (fste-s...aryi GARY K. MUNKELT&ASSOC. Structural Engineers '--.1 G KM & Assoc. JOB TITLE Huffcutt-SMSC 1180 Welsh Rd. ti"""� t•_-.._r .1___ JOB NO. SHEET NO. �,D North Wales,PA Q CALCULATED BY DATE 215.855.8713 n6I{ i CHECKED BY DATE Ver 7.t t.06 CONCRETE SLAB(ACI 318-05) wwwstruware.com DESCRIPTION: Bottom Slab INPUT BENDING fc = 5 ksi As = 0.47 in2 p= 0.01316 fy = 40 ksi As(min)= 0.19 in2 p= 0.00530 b = 12 " As(max)= 1.31 in2 p max= 0.03643 d = 3 " Mu = 4 'k Vu = 1.416 k SHEAR h = 6 Lt wt conc factor mvc = 3.82 k Avis = 0.00 in2 (NW=1,LW=.75) = 1.00 Vs(req'd)= 0.00 k Av/s(min)= 0.00 in2 CRACK CONTROL: • Ma = 2.8 'k Clr cover = 7J in SLAB REINFORCING Spacing As #3 u)2.8 0.47 int ,p #4 @ 5.0 0.47 in2 �' #5 @ 7.8 0.47 in2 we = 3.82 k #6 @ 11.2 0.47 in2 SHEAR: OK #7 @ 15.2 0.47 in2 #8 @ 19.9 0.47 in2 • Max Rebar Spacing for crack control= 16.94 in DEFLECTION COEFFICIENTS Actual As = 0.22 in2 Conc wt = 145 pcf Ec = 4074 ksi Ma = 2.8 'k le = 216 in4 Mcr = 3.2 'k Ig = 216.0 in4 Icr = 9.6 in4 www.StruWare.com CALC BY: 1-.6( CHECK BY: SHEET NO. ' 1 OF ,\ DATE: (3(7 (!t REV: PROJECT: L-t Lo et,4 (4).A1 bz1 I % i)/ SA writs = (5.6 p5F '. Par = /sit, )( /0.62 (g .D ( Zt 79 6 Mr,k - 2-71t; (0.(0-71A 15, 4 S Tc000 CS S l l�vt. P (if;00 fl v- ( Z A C72, 4c (4 6 4l) % 2 ► S 1Z )) 4 cd aG to tJ.tiC, zr6Vtr-- , 2 S 1 ,A) t.4 So1c =©.,U c, 4 j?,'fe vtiO EIS- a,J -For Stir KLAthApvi Dt (ecwifa Vu.= 1i !� .4s - t.t. a ! Mefv.L5 4 \`' GARY K. MUIVKELT&ASSOC. Structural Engineers maps GOOltt;le Address Prior Lake, MN I Get Google Maps on your phone S-S 7/... T' ext the word"GMAPS"to 466453 (.-• WI ryttpeg t . 1 I „.; . ,..t•:' ' t'-` -t/-2.a+..x..., .-., ••,-- , i ., o I-:ernati0e.at , I . r al Queudo &.Pr *Idiot NA 1Ist A1751, Tder 88/ - , * -•..-0.:.Ii,I.,..i.- ,./.;/..! a i.•.i.,,:,::,,.?:;,...;:,,I.;--:,.:1,-.::::,.:,-,,„.,,,, ,,ger,.....ri,,:-..j,. I o 0 :,--.'...:1,.2,•,-,,:.',44!4.7;,..•?:-,g4i,4',:,i.-',,:,,,,:w,..•-=.',.•-=. ?tnot 0 Grand Forks °•!-,„ert , ,,,....-.: . 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I a'Ai ot;,n to C..) p,et..011,01 0 Limon -pla,t,,,,„0„,,h r ',...:::2.21C 0 0 Keion*y 0 9° o I ,. „ Lafayette 0 Ettoomengton t 0 I ?la StIM,15 , I 0 0 Outdo/ Illinois i o CM rtlpeign Indi O i s.t.loseph 0 0 0 Decatur inthanapohs01 1 0 02011 Google-Map data atifffligropa Techno1og6s,Google-, of 1 8/10/2011 2:40 1 • Vary It IvlunKeit csz ASSOC JOB TITLE job title 1180 Welsh Rd,Suite 190 North Wales,PA 19454 JOB NO. SHEET NO. Phone:215-855-8713 CALCULATED BY DATE Fax:215-855-8714 CHECKED BY DATE V. Wind Loads -MWFRS h5_60' (Low-rise Buildings) Enclosed/partially enclosed only 6 4 Vs _, SONE3:lesmrcif ' ��. o.�s� ��� a Torsional loads are =E fi a 2 b ne e ¢ V•••••• .,• 25%of zones I -4. F � .--'6 See code for loading •s, '/ f -•....4‹..,. ;amu_ diagram } �`./ - g ` ,-">c:-..,., 3 >, ''':- .-I=:-.:" _ unzippria:ricer TC E PAI i TFL SO e. 113 -,,7 MEC MIN FUDGE Transverse Direction Longitudinal Direction Kz=Kh(case 1)= 0.85 Edge Strip (a) 3.0 ft Base pressure(qh)= 15.0 psf End Zone (2a) 6.0 ft GCpi= +/-0.18 Zone 2 length = 6.0 ft Transverse Direction Longitudinal Direction Perpendicular 0=0.0 deg Parallel 0=0.0 deg Surface GCpf w/-GCpi w/+GCpi GCpf w/-GCpi w/+GCpi 1 0.40 0.58 0.22 0.40 0.58 0.22 2 -0.69 -0.51 -0.87 -0.69 -0.51 -0.87 3 -0.37 -0.19 -0.55 -0.37 -0.19 -0.55 4 -0.29 -0.11 -0.47 -0.29 -0.11 -0.47 5 -0.45 -0.27 -0.63 -0.45 -0.27 -0.63 6 -0.45 -0.27 -0.63 -0.45 -0.27 -0.63 IE 0.61 0.79 0.43 0.61 0.79 0.43 . 2E -1.07 -0.89 -1.25 -1.07 -0.89 -1.25 • 3E -0.53 -0.35 -0.71 -0.53 -0.35 -0.71 4E -0.43 -0.25 -0.61 -0.43 -0.25 -0.61 Wind Surfaceressures P (psf) 1 8.7 3.3 8.7 3.3 2 -7.6 -13.0 -7.6 -13.0 3 -2.8 -8.2 -2.8 -8.2 4 -1.6 -7.0 -1.6 -7.0 5 -4.0 -9.4 -4.0 -9.4 6 -4.0 -9.4 -4.0 -9.4 IE 11.8 6.4 11.8 6.4 2E -13.3 -18.7 -13.3 -18.7 3E -5.2 -10.6 -5.2 -10.6 4E -3.7 -9.1 -3.7 -9.1 waif, -. Windward roof overhangs: 10.2psf (upward)add to windward ov FPttANq WINDWARD ROOF g ( P ) - 11 tt } IFFWAPD ROOF /,'1;f roof pressure __ _T__�.1JVERTICAL_t t t_1 L 3 t Parapet Windward parapet: 22.4 psf (GCpn=+1.5) w ---- Leeward parapet: -15.0 psf (GCpn=-I.0) �� -� tic-...�C Horizontal MWFRS Simple Diaphragm Pressures(psfj - �,/TRANSVERSE ELEVATION T orJT�� � Transverse direction(normal to L) Interior Zone: Wall 10.3 psf wRNDWARDP"-"F ilt A1 ree:oP Roof -4.8 psf -_I i__:ETT...t__t.�LJ End Zone: Wall 15.6 psf vtikracAL • Roof -8.1 psf r ___> z .a._.-.... Longitudinal direction(parallel to L) ix - Interior Zone: Wall 10.3 psf End Zone: Wall 15.6 psf LONGITUDINAL ELEVATION was y i�IVIu111AGlb ax n331.c JOB TITLE job title 1180 Welsh Rd,Suite 190 North Wales,PA 19454 JOB NO. SHEET NO. 8/ . Phone:215-855-8713 CALCULATED BY DATE Fax:215-855-8714 CHECKED BY DATE V. Wind Loads-Components&Cladding: Buildings hs60' & Alternate design 60'<h<90' Kz=Kh(case 1)= 0.85 GCpi= +/-0.18 NOTE: If tributary area is greater than Base pressure(qh)= 15.0 psf a= 3.0 ft 700sf,MWFRS pressure may be used. Roof Angle= 0.0 deg Type of roof= Monoslope Roof GCp+/-GCei Surface Pressure(psf) l ser input Area 10 sf 50 sf 100 sf 10 sf 50 sf 100 sf 20 sf 250 sf Negative Zone 1 -1.18 -1.11 -1.08 -17.7 psf -16.6 psf -16.2 psf -17.2 psf -16.2 psf Negative Zone 2 -1.98 -1.49 -1.28 -29.6 psf -22.3 psf -19.2 psf -26.5 psf -19.2 psf Negative Zone 3 -2.98 -1.79 -1.28 -44.6 psf -26.8 psf -19.2 psf -36.9 psf -19.2 psf • Positive All Zones 0.48 0.41 0.38 10.0 psf 10.0 psf 10.0 psf 10.0 psf 10.0 psf Overhang Zone I&2 -1.70 -1.63 -1.60 -25.4 psf -24.4 psf -23.9 psf -25.0 psf -23.9 psf Overhang Zone 3 -2.80 -1.40 -0.80 -41.9 psf -21.0 psf -12.0 psf -32.9 psf -12.0 psf Walls GCp+1-GCpi Surface Pressure(psf) User input . Area 10 sf 100 sf 500 sf 10 sf 100 sf 500 sf 50 sf 200 sf Negative Zone 4 -1.17 -1.01 -0.90 -17.5 psf -15.1 psf -13.5 psf -15.8 psf -14.4 psf Negative Zone 5 -1.44 -1.12 -0.90 -21.5 psf -16.8 psf -13.5 psf -18.2 psf -15.4 psf Positive Zone 4&5 1.08 0.92 0.81 16.2 psf 13.8 psf 12.1 psf 14.5 psf/ 13.1 psf Note:GCp reduced by 10%due to roof angle<= 10 deg. - 17•14)5( t6op Parapet Surface Pressure(psf) User input qp= 15.0 psf Solid Parapet Pressure 10 sf 100 sf 500 sf 40 sf CASE A: Interior zone: 0.0 psf 0.0 psf 0.0 psf 0.0 psf CASE A=pressure towards building Corner zone: 0.0 psf 0.0 psf 0.0 psf 0.0 psf CASE B=pressure away from building CASE B: Interior zone: 0.0 psf 0.0 psf 0.0 psf 0.0 psf • Corner zone: 0.0 psf 0.0 psf 0.0 psf 0.0 psf Rooftop Structures& Equipment Dist from mean roof height to centroid of Af= 10.0 ft Gust Effect Factor (G)= 0.85 Height of equipment(he) = 15.0 ft Base pressure(qz)= 18.8 Kd psf Cross-Section Square Directionality (Kd) 0.90 • Width (D) 10.0 ft h/D = 1.50 Type of Surface N/A Square(wind along diagonal) Square(wind normal to face) Cf= 1.01 Cr = 1.31 Af= 10.0 sf Ar = 10.0 sf Adjustment Factor(Adj)= 1.90 Adjustment Factor(Adj)= 1.900 F=qz 0 Cf Af Adj= 27.6 Af F=qz G Cf Ar Adj= 35.8 Af F= 276 lbs F = 358 lbs vary n nluunwia a HAMM JOB TITLE job title 1180 Welsh Rd,Suite 190 "t, North Wales,PA 19454 JOB NO. SHEET NO. A-"{ Phone:215-855-8713 CALCULATED BY DATE Fax:215-855-8714 CHECKED BY DATE • Location of Wind Pressure Zones • a a ./a 2a al 4 4 `p l0 I I (; l - 0 1 ----L r —1 a �,- 1 r;J < • l'-',.:4->'- -i � r0� 4 cc 1-----rL— --,,,,t,_\') `' �'''' ,.:,,,-,3.,-,0�5� t � I-_ --r I (- 10 WAL_. ---- -4,,,..9. 0 Gable 0 5 7 degrees and Monoslope roofs Monoslope<_3 degrees 3°<0 5 10° 2aa a a s a a a s a C I+'1 a��ra' { on ala i■ a 0 at-1 I I I I N I I I I I I ) r— --I I I I I '.. I I I I I �� I — — � N iiMonoslope roofs 10°<0 5 30° Gable 7 <0 <_ 45 degrees Hip 7 <0<27 degrees STRUCTURAL DESIGN PPP. � s et. 90(40) r - /.r.0M or k�w■: . 100(45) ............, _, . irosm��►���.__r�1 ■ �� iiGi to,11 i�� 110(49) „� tatims•. tai/ ■fs�c` .4r rb y isiallit���,� ! ■�� ���/1I j��1�1%t Wahli r�`: N` arv' t•,i 12()(54) �� ■,� !�!�■R■/■!•+=t1A1■t ipso i40:4A 4144 gi■ VIM . i1� % .IRlTtPO=i iaimiai� 1A'ss r t. teogisiteo lyib• t••i ■i ■ 486111111:41111511140111:161611414.1101041$1601; a • rpt � .. a,s■,�3�� • ��; � ■i ■■l ,_romilutgaraltli�8611114/� Ia�itl401 ii�/:�ti��r■'101041Ii`+►����!.r .■1111■■ ■■�■must& e.0 a�t414 ISore• a tem 1081 h►jt'ro •V pus anie II isgertophitroAisj•preVitthttikt6qh1.444141-14 , !!ice ■ a■ ■ ary+w��� • ;;♦• w .e� �•_ �%1t/ �i�■�■�■/1��i♦�1i ■s���rr� IIw tI�I�,,,•*iia s ', �►i "1"1 -fr�"• 111D .Sh:twrri�A� ■mit rf. . 130(58} I c' 1111111fliirdis■■ ~ali lirsvpm,Equi • it �i1ib?►s/stases..010,1st vame_i';,% I ir ��10 .� �Al>�larmil . .jam +t-r`• 4 1 ■ice ♦ tfriz•� iia /.. .. w ��lilawa -aij• imillflawr yiik Air OP.46VONtilitrrO.Les‘ . ►,wb-1•./ �� k. 130 58 ���.�/•�rl��41,,,s,..--,.....„....7.474"..k.♦ 1�1) • ,�� ,� ,�;4� 140(63) 150(67) 140(63) +'1,111 140(63) � nh •0�t�11 150(67) 90(40) -ilsilo l , ii Special Wind Region �J it /Ai100(45) 130(58) Location V mph 110(49) 120(54) Hawaii 105 P (47)(m/s) Puerto Rico 145 (65) Guam 170 (76) Virgin Islands 145 (65) American Samoa 125 (56) Notes: 1. Values are nominal design 3-second gust wind speeds in miles per hour(m/s) at 33 ft(10 m)above ground for Exposure C category. 2. Linear Interpolation between wind contours Is permitted. 3. Islands and coastal areas outside the last contour shall use the last wind C. speed contour of the coastal area. 4. Mountainous terrain, gorges, ocean promontories, and special wind regions shall be examined for unusual wind conditions. FIGURE 1609--continued i. BASIC WIND SPEED(3-SECOND GUST) r2009 INTERNATIONAL BUILDING CODE. ie 321 STRUCTURAL DEM 1,10'.:. 00 '1 } lgs (GOO) F _'' 0 (WM \ 11 es 4.4 v , , #,,,,. oflpit- ,, , ..., 50 -,,---, ,_,-.:,„,..itipm. 01111111 r1-1111111 rye!` ilia i 40 4- To. ji s It:7er' 25 t A" (t t . '1 * 7% ‘e ?• r I '� e z ""-L 'rl• e• tis' { ( L e ti { 4: - ` 1; 1. • i ,',...j__-_-1 iter4011P7 ` <1) ..r f , jos 0 ort tI . K .. `a ..t„ \ ,,1 ' , .. ,e: i ` ,, , L l -�} ' � L1:1MD { 1 . 4 s x t 4 . : ... zuwo 4 , e -- ;e ti r" r i I .j FIGURE 1608.2-Continued GROUND SNOW LOADS,pg, FOR THE UNITED STATES(pat) 2009 INTERNATIONAL BUILDING CODE* 317 Vary >A IYLUSIKeIL of ASSOC JOB TITLE lot)title 1180 Welsh Rd,Suite 190 • North Wales,PA 19454 JOB NO. SHEET NO. A' T Phone:215-855-8713 CALCULATED BY DATE Fax:215-855-8714 CHECKED BY DATE VI. Seismic Loads: ASCE 7-05 Occupancy Category: II Importance Factor(1): 1.00 Site Class: D • Ss(0.2sec)= 6.10%g SI(1.0 sec)= 2.80%g Fa= 1.600 Sms= 0.098 SDs= 0.065 Design Category= Fv= 2.400 SmI = 0.067 SDI= 0.045 Design Category= A Seismic Design Category= A ASCE7 Section 11.4.1 Exception Applies Number of Stories: 10 Structure Type: Not applicable Horizontal Struct Irregularities: No plan Irregularity Vertical Structural Irregularities: No vertical Irregularity Flexible Diaphragms: No Building System: Bearing Wall Systems Seismic resisting system: Ordinary reinforced concrete shear walls System Building Height Limit: Height not limited Actual Building Height NO= 10.8 ft DESIGN COEFFICIENTS AND FACTORS Response Modification Factor(R)= 4 System Over-Strength Factor(no)= 2.5 Deflection Amplification Factor(Cd)= 4 SDs= 0.065 S01= 0.045 p=redundancy coefficient Seismic Load Effect(E)= p QE+/-0.2SDs D = P QE +1- 0.013D QE=horizontal seismic force Special Seismic Load Effect(E)= S2o QE+1-0.2SDs D =2.5 QE +/- 0.013D D=dead load PERMITTED ANALYTICAL PROCEDURES Index Force Analysis(Seismic Category A only) -Minimum lateral force Fx=0.01 Wx at each floor level Simplified Analysis Use Equivalent Lateral Force Analysis Equivalent Lateral-Force Analysis - Permitted Building period coef. (CT)= 0.020 Cu= 1.70 Approx fundamental period(Ta)= C.t h,'= 0.119 sec x=0.75 Tmax=CuTa= 0.202 User calculated fundamental period(T)= 0 sec Use T= 0.119 Long Period Transition Period(IL)= ASCE7 map= 12 Seismic response coef.(Cs)= Sdsl/R= 0.016 need not exceed Cs= Sd l I/RT= 0.094 but not less than Cs= 0.010 USE Cs= 0.016 Design Base Shear V=0.016W Model&Seismic Response Analysis -Permitted(see code for procedure) ALLOWABLE STORY DRIH-I' Structure Type: All other structures Allowable story drift= 0.020hsx where hsx is the story height below level x Gary K Munkelt&Assoc JOB TITLE job title 1 180 Welsh Rd,Suite 190 North Wales,PA 19454 JOB NO. _ _ SHEET NO.__ Phone:215-855-8713 CALCULATED BY DATE Fax:215-855-8714 CHECKED BY DATE VI. Seismic Loads -cont. : Seismic Design Category(SDC)= A I= 1.00 CONNECTIONS Sds= 0.065 Force to connect smaller portions of structure to remainder of structure Fp=0.133Sdswp= N/A wP or Fp=0.5wp= 0.05 wp Use Fp= 0.05 wp wp=weight of smaller portion Beam.girder or truss connection for resisting horizontal force parallel to member Fp=no less than 0.05 times dead plus live load vertical reaction Anchorage of Concrete or Masonry Walls to elements providing lateral support Fp= 0.050 Ww but Fp shall not be less than 280 plf MEMBER DESIGN Bearing Walls and Shear Walls(out of plane force) Fp=0.4ISdsww= N/A wW or Fp=0.1w,,,= N/A ww Use Fp= N/A w,,, Diaphragms Fp=0.0lWp+Vpx= 0.010 Wp+Vpx ARCHITECTURAL COMPONENTS SEISMIC COEFFICIENTS Seismic Design Category A,therefore Not require( Architectural Component: 1. Interior Nonstructural Walls and Partitions a.Plain(unreinforced)masonry walls Importance Factor(Ip): 1.0 Component Amplification Factor(ad= 1 h= 10.8 feet Comp Response Modification Factor(Rp)= 1.5 z= 50.0 feet z/h= 1.00 Fp=0.4apSds1pWp(1+2z/h)/Rp= 0.052 Wp not greater than Fp= I.6SdslpWp= 0.104 Wp but not less than Fp=0.3SdsIpWp= 0.020 Wp use Fp= 0.052 Wp MECH AND ELEC COMPONENTS SEISMIC COEFFICIENTS Seismic Design Category A,therefore not required Mech or Electrical Component: Other mechanical or electrical components. Importance Factor(Ip): 1.0 Component Amplification Factor(ad= 1 h= 10.8 feet Comp Response Modification Factor(Rn)= 1.5 z= 50.0 feet r'h= 1.00 Fp=0.4apSdslpWp(1+2z/h)/Rp= 0.052 Wp not greater than Fp= I.6Sds1pWp= 0.104 Wp but not less than Fp=0.3SdslpWp= 0.020 Wp use Fp= 0.052 Wp .5. AS i r ss• - a as ' t \ 1 . �.� . Aviti 4., • f•• • I . ‘ ‘ 6•. r____, ,,, . . : .. ... . , _ ., , ,, ,. _ ,, . _.. .... , . _ _ _ . ..... , .,• _ _, ...._...... _______. . .. . . . . . . „. • , _ _. .. „,___;__ , i _ . ,.: ,. .i . . , . T . ' -1.' ... ( , � rl � �t .-. /"r � / �".ter-- ..,',y[1} • .L" • r--- -� . •`. l' •. ) i • I • --J .s. +o �3 r�1=r—v — — as o rip .pp 100 ,pp 100 WO RxcMf RIS FIGURE 22-15 continued LONG-PERIOD TRANSITION PERIOD, r, (SEC), FOR THE CONTERMINOUS UNITED STATES MinImum Design Loads for Buildings and Other Structures 229 Conterminous 48 States 2003 NEHRP Seismic Design Provisions Zip Code = 55372 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Data are based on a 0.05 deg grid spacing Period Centroid Sa (sec) (g) 0.2 0.060 (Ss) 1.0 0.028 (S1) Period Maximum Sa (sec) (g) 0.2 0.061 (Ss) 1.0 0.028 (S1) Period Minimum Sa (sec) (g) 0.2 0.060 (Ss) _C 0.1 kP 1-70' -I 4, "s 4-, I On , (Y) - - -, CO . CO __ co Ni s "...‘ 4 'Ca re1 74' 0.) -7c) • •• • • •• • • • .. • SECTION 11248—FERRIC CHLORIDE FEED SYSTEM PART 1 --GENERAL 1.1 SUMMARY A. The CONTRACTOR shall furnish and install a complete ferric chloride system consisting of storage tank,pumping equipment for metering and feeding ferric chloride and related accessories. The chlorination system shall feed a solution into the discharge and the metering pumps shall be paced by the appropriate water flow meter signal. 1.2 RELATED WORK SPECIFIED ELSEWHERE A. Section 11240-Chemical Feed System,General B. Section 15060-Pipe and Pipe Fittings C. Section 16950-Instrumentation and Controls 1.3 SUBMITTALS A. As specified in Section 11240,Paragraph 1.4. 1.4 STARTUP AND TRAINING A. Equipment manufacturer/supplier shall provide startup and instruction as specified in Section 11240, • Paragraph 1.5. PART 2--PRODUCTS 2.1 SCHEDULE OF EQUIPMENT A. Metering pumps B. Accessories 2.2 STORAGE TANK A. Provide one(1),230 gallon bulk storage tank(approximate dimensions 38"dia.x 49"high)with molded 4"flange fittings at the bottom. Tank to be Poly Processing IMFO tank or equal. B. Material: Cross linked polyethylene. C. Provide removable top cover. • D. Supply polyethylene containment as shown on the drawings. Containment to be supplied with FRP grating to support tank. 2.3 METERING PUMPS A. Pumps shall be peristaltic hose type complete with appurtenances as indicated and specified. Shakopee Mdewakanton Sioux Community-C12.101338 FERRIC CHLORIDE FEED SYSTEM 5/23/2011 ©Bolton&Menk,Inc.2011,All Rights Reserved PAGE 11248-1 2.4 B. Pump manufacturer must provide pumps and accessories which are integral to pump operation and specified herein as a coordinated package,regardless of manufacturer. This includes pumps,gear reducers,motors,pulsation dampeners,leak detectors,control panels/drives and other such accessories specified under this section. Equipment specified herein that is not supplied by the pump manufacturer as an integrated package will be rejected. C. Manufacturer of hose pumps must have at least five operating installations in the United States the size specified and in the same service as specified for a period of at least 3 years. D. Pumps shall be as manufactured by Watson-Marlow/Bredel Pumps-Wilmington,MA,or equal. E. Hose shall be of the three layer elastomer with minimum static burst pressure of 1,090 psi and 53-68 shore A durometer. Hose shall have an extruded inner layer,two layers of nylon reinforcement,and a Natural Rubber outer layer.Hose OD shall be machined to V 0.4 mm tolerance.Hose must meet these minimum requirements. Wetted layer shall be EPDM,Natural Rubber,or Buna-N as required for the service. F. Rotors shall be Cast Iron ASTM A48 Class 40 with two integrally cast shoes located 180E apart. Pumps using rollers are not acceptable. G. Housing shall be Cast Iron ASTM A48 Class 40. H. Cover/Level Sensor shall be Polycarbonate with mounted float type high lubricant level sensor to detect leakage of pumped product into pump housing. Sensor shall be NC contact signal to sound remote alarm,motor power failure,etc.Manufacturer shall supply switch only. I. Pump shall have its own bearing frame with permanently grease lubricated antifriction bearings with an AFBMA L10 life rating of 10,000 hrs at max design conditions. J. Support Frame shall be 304 stainless steel with 304 Stainless Steel coupling guard. Provide motor and drive bolted to common baseplate.Provide holes in base for anchor bolts. K. Motor shall be permanent magnet DC motor, 1 HP max 120/1/60 TEFC,NEMA C frame. Provide NEMA 4 enclosed SCR Drive with local start/stop/speed control and local/remote switch-4-20mA speed control when in remote. Pump shall be capable of 20:1 turndown from max speed. L. Provide two(2)hoses per pump and two(2)hose lubricant refills per pump. M. Pump shall have an operating range as follows: ACCESSORIES Minimum Flow Rate(gph) 0.25 Maximum Flow Rate(gph) P-FC-1 &P-FC-2 30.00 Discharge Pressure(psi) 25 A. The ferric chloride feed system shall be furnished with the following accessories: 1. Suction,discharge tubing and necessary valving. Shakopee Mdewakanton Sioux Community-C12.101338 FERRIC CHLORIDE FEED SYSTEM 5/23/2011 ©Bolton&Menk,Inc.2011,All Rights Reserved PAGE 11248-2 PART 3--EXECUTION 3.1 INSTALLATION A. The CONTRACTOR shall install all equipment specified herein in accordance with the manufacturer's instructions and as shown on the plans to provide a complete operating system. B. The CONTRACTOR shall furnish and install piping from chemical feed room to point of application. C. Shelving for pumps shall be securely mounted on the wall with toggle bolts and shall be manufactured of polyethylene or other acid resistant material. 3.2 PAINTING A. Equipment and piping shall receive coatings as specified in Section 09900"Wastewater Treatment Facility Painting". ****END OF SECTION**** Shakopee Mdewakanton Sioux Community-C12.101338 FERRIC CHLORIDE FEED SYSTEM 5/23/2011 ©Bolton&Menk,Inc.2011,All Rights Reserved PAGE 11248-3 V =_ Gulbrandsen Technologies MATERIAL SAFETY DATA SHEET IDENTIFICATION SUBSTANCE: FERRIC CHLORIDE SOLUTION CAS#: 7705-08-0 MANUFACTURER: Gulbrandsen Technologies, Inc. 2 Main Street Clinton, NJ 08809 PRODUCT INFORMATION: (908)735-5458 TRANSPORTATION EMERGENCY REVISION DATE: 12/01/2002 (CHEMTREC): (800)424-9300 SUPERSEDES: 07/26/2002 INGREDIENTS INGREDIENT CAS# PERCENTAGE Water 7732-18-5 55- 75 Ferric chloride 7705-08-0 25-45 Ferrous chloride 7758-94-3 0 -3 Hydrochloric acid 7647-01-0 0-3 ALL INGREDIENTS ARE LISTED ON THE TSCA CHEMICAL SUBSTANCE INVENTORY SECTION 313 SUPPLIER NOTIFICATION: The hydrochloric acid mentioned above is subject to the reporting requirements of Section 313 of the Emergency Planning and Community Right-To-Know Act of 1986 (40 CFR 372). This notification must be included in all MSDS's that are copied and distributed for this material. PHYSICAL DATA BOILING POINT: 106°C (223°F) pH: < 1 MELTING POINT: -12°C (10°F)40% SoIn. SOLUBILITY IN WATER: Complete SPECIFIC GRAVITY: 1.2- 1.5 VAPOR PRESSURE: 40mm Hg @ 35°C %VOLATILE: 55-75 (water) EVAPORATION RATE: N/F1 VAPOR DENSITY: Air=1, N/F1 MOLECULAR WEIGHT: 162.2 APPEARANCE: Orange-brown liquid ODOR: Slightly acrid FIRE AND EXPLOSION HAZARDS FLASH POINT: N/A2 FLAMMABLE LIMITS IN AIR: UFL: N/A LFL: N/A(% BY VOLUME) SPECIAL FIRE AND EXPLOSION HAZARDS: None EXTINGUISHING MEDIA: Will not burn; use materials appropriate for surrounding fire. SPECIAL FIRE FIGHTING INSTRUCTIONS: Cool exposed tanks with water. Page 1 of 4 REACTIVITY STABILITY: Stable DECOMPOSITION: Will not occur POLYMERIZATION: Will not occur INCOMPATIBILITY: Rapidly corrodes most metals (titanium is one exception); may generate flammable, potentially explosive hydrogen gas. Avoid contact with nylon, aluminum/aluminum alloys, carbon steel, stainless steel, and copper/copper alloys. HEALTH HAZARDS EXPOSURE LIMITS: Not specifically regulated as toxic or hazardous by OSHA. The ACGIH TLV for soluble iron salts is 1 mg/m3 as Fe (8 hour time-weighted average). TLV for hydrochloric acid is 7.5 mg/m3(ceiling). Toxic effects in animals from repeated exposure by ingestion include reduced weight gain, elevated serum iron levels, increased red blood cell counts, and iron deposition in many organs. Tests in bacterial and mammalian cell cultures demonstrate no genetic damage. Animal tests demonstrate no carcinogenicity. Human health effects of overexposure by eye contact may include discoloration of eye tissues, eye irritation and discomfort, tearing and blurring of vision, or eye corrosion with corneal or conjunctival ulceration. Skin contact may cause skin irritation with discomfort or rash, skin burns, or ulceration. Ferric chloride has been infrequently associated with skin sensitization in humans. Overexposure by inhalation may result in irritation of the upper respiratory passages with coughing. Ingestion may cause corrosive damage to the GI tract. Repeated ingestion of sublethal doses may lead to excessive deposition in the tissues accompanied by pancreatic and liver damage. Ingestion in higher doses may lead to abnormal liver function with nausea or vomiting, reduced appetite, abdominal pain, lethargy, tarry stools, diarrhea, fast and weak pulse, hypertension, dehydration, acidosis, and coma. Temporary alteration of the heart's electrical activity may result in irregular pulse, palpitations, or inadequate circulation. If death does not occur immediately, symptoms may clear in a few hours but return within a day with cyanosis, pulmonary edema, shock, convulsions, acidosis, fever, and death. Individuals with pre-existing diseases of the liver may have increased susceptibility to the toxicity of repeated exposures. CARCINOGENICITY: None of the components of this material are listed as a carcinogen by IARC, NTP, OSHA, or ACGIH. FIRST AID EYE: Immediately flush eyes for 15 minutes with plenty of water. Call a physician. SKIN: Flush skin with water. Remove contaminated clothing; wash before reuse. INHALATION: Remove to fresh air. If not breathing, give artificial respiration. If breathing is difficult, give oxygen. Call a physician. INGESTION: DO NOT INDUCE VOMITING. Give large quantities of water, then an antacid. Never give anything by mouth to an unconscious individual. Call a physician. PERSONAL PROTECTION Adequate general ventilation should be provided to keep vapor and mists below exposure limits. Wear safety glasses with side shields. Wear a face shield if possibility of material splashing or spraying exists. Where there is possibility of skin contact, use the following as appropriate: gloves impervious to material, apron, boots, hood, pants, and jacket. Wear a NIOSH/OSHA approved respirator with a dust/mist cartridge if there is potential of exposure to mists in excess of applicable limits. SPILL/LEAK PROCEDURE Review safety precautions before proceeding with cleanup. Use appropriate personal protection equipment. Neutralize spill with lime (calcium hydroxide), limestone (calcium carbonate), or soda ash (sodium carbonate). CAUTION: limestone and soda ash will evolve CO2; ventilation should be provided in enclosed areas. Dike area around spill to prevent spreading, and use absorbent material to pick up spill. CERCLA REPORTABLE DISCHARGE: 1000 lbs. DISPOSAL: Under the Resource Conservation and Recovery Act(RCRA), it is the responsibility of the user to determine whether a substance should be classified as a hazardous waste at the time of disposal. This is due to the fact that product use, transformation, synthesis, mixtures, etc. may change the nature of the product. Dispose of waste in accordance with applicable federal, state, and local laws. SHIPPING INFORMATION DOT PROPER SHIPPING NAME: Ferric chloride solution HAZARD CLASS: Class 8 UN/NA#: UN 2582 DOT LABELS: Corrosive DOT PLACARDS: Corrosive PACKAGING GROUP: III IMO PROPER SHIPPING NAME: Ferric chloride solution HAZARD CLASS: Corrosive material, 8 UN#: 2582 IMO LABEL: Corrosive PACKAGING GROUP: III REPORTABLE QUANTITY: 1000 lbs. SHIPPING CONTAINERS: Rubber-lined steel tank cars/trucks; polyethylene drums, bottles STORAGE CONDITIONS: Keep containers closed TITLE III HAZARD CLASSIFICATIONS ACUTE: Yes CHRONIC: No FIRE: No REACTIVITY: No PRESSURE: No EXTREMELY HAZARDOUS SUBSTANCE: No NFPA/HMIS RATINGS CERCLA HAZARDOUS SUBSTANCE: Yes HEALTH: 3 TOXIC CHEMICAL: No FLAMMABILITY: 0 CANADIAN WHMIS CLASSIFICATION: E REACTIVITY: 0 PPE rating to be supplied by user depending on use conditions. ADDITIONAL INFORMATION AND REFERENCES Page 3 of 4 Gulbrandsen Technologies, Inc. and its divisions, affiliates and subsidiaries ("Gulbrandsen") believe that the information contained in each material safety data sheet("MSDS"),technical data sheet("TDS"), product information brochure and/or information contained herein (including data and statements) is accurate as of the date of publication. The MSDSs, TDSs, product information brochures, and information contained herein are referred to collectively as the "Data Sheets". It is the responsibility of the user to obtain and use the most recent version of the Data Sheets. Each Data Sheet relates only to the specific product designated therein and may not be valid where such product is used in combination with any other materials or in any process. Further, since the conditions and methods of use of the product and information are beyond the control of Gulbrandsen, Gulbrandsen expressly disclaims any and all liability as to any consequential damages or results obtained or arising from any use of the products or the information contained in the Data Sheets. NO WARRANTY OF MERCHANTABILITY, FITNESS FOR ANY PARTICULAR PURPOSE OR ANY OTHER WARRANTY, EXPRESS OR IMPLIED, IS MADE AS CONCERNS THE DATA SHEETS OR THE RELATED PRODUCTS. No statement made in the Data Sheets or by any employee or agent of Gulbrandsen shall be construed as a permission or recommendation for the use of any product in a manner that might infringe existing patents. No employee, agent, distributor, or sales representative is authorized to vary the terms of the above paragraph, to make any statements, representations, or warranties inconsistent with the above paragraph, or to provide any information that is at variance with the above paragraph. All materials related to the product are subject in all respects to the above paragraph and to the extent that they are inconsistent with the above paragraph,the terms of the above paragraph shall control. 'N/F = None found 2N/A= Not applicable 'recast Concrete Prefabricated Building: Huffcutt Concrete, Inc. Page 1 of 1 • ®11 CO (1CRETE, Inc NPCA Certified Plant Locally owned and operated since 1945 (715) 723-7446 k : vice +`�.,� ��, ° .s f% �"h�` s m s P "0., ;a ?y q +a$^• ;�"r�, „,y(4.'*" a.. "f*n ,g at'65 ��1a i a k ` s`§h art 's o- �R ffi $ • _ ., z1.a w a s,� , u"'a# �' s r� � 4 # �b eL i kME ^iN M s' K u • • »., s # Eac r'"�' •... , .,�<,„ �� �'•� �'”, �:4;44 a�§ . ; � •!,„4". `;za f " mc A R. �,� � s �,-"-na i.-. P wow http://www.huffcutt.com/tb_utility_exposed.php 8/15/2011 i ---,-,'-'0—, -00 w.-..-:.1. Pattern Number: 1502 't,, �' E t , Ashlar Stone o r '��j' ` ''° Spec Formliners, Inc. Rock Sizes-21/2"to 9" 1-1/4"depth,3/8"to tel /4"mortar joint Impressive on Concrete .d ,'.....-'?..,:•—•!F_,- . � 6xr 1 . , r P4 a , +dt t* <,�+ ,..)24::,:...1 adxSg(isr„y .GS`:v`�zs v s` _, � %k3." '� c2'-„ �, t+ !t �h c _t' `�Xe"xii s .1..1'...;.:•.;-......'a p a{ y /r { GENERAL INFORMATION f a`j r. Wr ��'"` r,. IFiQ�,} ' } y +.-. Y..4" a..b.d''c .s 3da ' f• 9;,()�.11 5 , ATTACHMENT To FORMWORK — Liners are ..41,:,.:0':'-vte`' . �1 zi.7 ± , A4' Y '1 $ i t},'t:/-11 `:. 7 xl 7 .,." $ `.'ii r • �w .n+ j ai *.. attached to the form usingTEK screws ; � r : § , f .. . --' ,. , + P. t u•Ar-74. . r f k • k , sx through the face of the liner spaced 12"C-C. 'r.y# ,h^,��iti4i; j 'gin, 4 t,;'pit f YM a } ,..,c.;.4.4.4-`,..„7,3;:,:y:,. , 0 Optional form mounting T nuts embedded F;r g,;, ,, 1 :�-cilli°r 1 1 "'t, „ a# s` �1 ''..},y,,,-.A P v; b x 4't .,"tom �vs•= r rf through the plywood backing is available for r3 " F -4-..1,.../4:i� t : �' Elastospec panels. a,b 4I " �4. e •,', ` i.h; �' �1, � 5: P P 47 3 x7 '°r.i.- !'"f ''� + '' ». 'r �..e4 '9+ d +'t 4 t a'1 ,k , ft � k` M, � it 'a xr. y� 3 k if P lz zs -� > FORM RELEASE — Apply with low flow, wide Nx a } a i+• t ,. - ;�n3 11� Ik£ ,,:ic— j rrt s'�' j. 1t%. 1 angle,flat spray nozzle and wipe with a cloth £ :• ."';:";`'n.11 •'..-141,1;7. Y S t: '" a 1, =f.t 5 to insure a complete even coat to the entire + ,l ;• �' ';.w ....4.4-447,��'d 4..+w'TV, 441..„=c + .'•s form liner surface. Do not over apply form � '_'•--.,.b.. 4""r' �""'' { `7`� ',`� '', Ti'41 s?+; '7', release agent. Protect treated form liners sc: .,Y;. t''....1'.'......,'•7 f ,t .,I,4` '• ; ; ' -......fe ., 1: r .,. e. v .-t fix f - }f"1.t from precipitation, dust, and debris. Do not -4,-;,:....r.-17-", ��,-.* Xt t 13I • 'r;r f w apply to reinforcing steel.Most VOC compli- ant form releases are approved for all form Ends and sides are texture matched. liner materials. Panels can rotate,allowing random TECHNICAL SUPPORT — Contact Spec Formlin- pattern layout. ers,Inc.888 429-9550 ThermoSpectm ElastoSpec Litetm Semi-Elastomeric ElastoSpectm 100%Solid Urethane SINGLE OR MULTI-USE PLASTIC MULTI-USE MATERAL BONDED To 3/4"PLYWOOD Property HIPS ABS Property ASTM Rating Property ASTM Rating Tensile D638 3700 5300 Shore D D2240 65 Shore A D2240 SO 55 !Flexural D7905 - 9300 Tensile D412 3000 psi Tensile D638 800 psi Hardness D786 - 105 Elongation D412 300% Elongation D638 600% Tear Strength D2370 23 MPa Tear Strength D624 200 pii Material Weights-lbs/ft2 0.070 MIL 0.110 MIL 0.150 MIL. Material Weights-lbs/ft2 Material Weights-lbs/ftp 0.393 0.621 0.843 Varies by Pattern Varies by Pattern Call for ThermoSpectm Standard Panel Sizes on this pattern.Custom Sizes and Art Panels available ElastoSpectm Customized Panel Sizes and Art Panels Spec Formliners,Inc.530 East Dyer Road,Santa Ana,CA 92707 www.specformliners.com-Phone:714 429-9500-FAX:714 429-1460 !`-,--A- 1=-- 8 ! \ ) ( \ ) \ § / \ \ � 0 � } , §§ ! 4 'S 8 ` ®■ d ! I 4 z H. : r ,; 23,L ,- Y!!§ 7 7 _ r- ƒj )| § )) !\ alum= I \!i 0 E ,Lugh z }/ 0) !! - k(§§m )a {{ • a 0a-Amm 0,2 R §§� LeA '0Q ! ! �§ }§(,((b e § 2$\§ Pi* kg <(.k'_, .76 nrAg \\/ j / \g ,, R°0 `( (\w/ G§ z§ �,] f« ; . D. / a A / / C | 41)-- z { e y } / I ° - |( ] �� \ ig0 8: DEPARTMENT OF PRIOR LAKE BUILDING AND INSPECTION INSPECTION RECORD SITE ADDRESS NATURE OF WORK LIFT. USE OF BUILDING I � Na E- PERMIT NO. , DATE ISSUED CONTRACTOR C-2e4-5r - -r- PHONE —S5- ci NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW THE PERMIT IS BY SEPARATE DOCUMENT INSPECTOR DATE FOOTING � <t 3 Ji FOUNDATION (Prior to Backfill) 7. 47/ / PLACE NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED ROUGH - INS FRAMING INSULATION ELECTRICAL PLUMBING HEATING (if required) GAS LINE AIR TEST COVER NO WORK UNTIL ABOVE HAS BEEN SIGNED FINALS GRADING (Prior to Sodding) BUILDING ELECTRICAL PLUMBING HEATING DO NOT OCCUPY UNTIL ABOVE HAS BEEN SIGNED NOTICE This card must be posted near an electrical service cabinet prior to rough-in inspections and maintained until all inspections have been approved. On buildings and additions where no service cabinet is available, card shall be placed near main entrance. FOR ALL INSPECTIONS (952) 447-9850