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Home My WebLink AboutBuilding Permit - Lakefront Plaza Main File - #02-1262 (4) DEe-lo-2002 09:12AM FROM-Wensmann Homes 8519053878 T-753 P.001/009 F-853 . CW~i~NN) .FAX COVER PAGE DATE: {1.:-'IO-D 2- ~ \g . MJcl..:..s ~ \k\~-;" CCS-2. ~,+7-124S- TO: FROM: FAX#: NmvffiER OF P AGES ~CLUDING THIS COVER LETTER: e SUBJECT~ ~AL\,JI>A\ ~e.J'wtj p \ .....e-.. '(rw-4 . ~, 'tQJ~s . M~d~.~ ec:.; go~~ ~k).:>>~ MW~ t~t1- IF, THIS FAX TRANSMITTAL IS NOT CONIPLE~, PLEASE CALL OUR OFFICE AT 651-406-4400. TIIANK YOU!!! R.HS 6UILDINC 1895 PLAZA DIUVF. . SUITE lDO EAGAN, MN 5512:: 651-4015-4400 FA..'C 651-90S-:i618 -. DEC-l0-2002 09:12AM FROM-Wensmann Homes 6519053678 T-753 P.002/009 F-853 PIONEER ENGINEERING, P .A. Civil Engineers - Land Planners - Land Smveyors - Landscape Architects FAX COVER_SHEET DATE: December 6. 2002 SENT TO: Larry Poppler COMPANY: City ofPnor Lake FAX#: 952-447-4245 SUBJECT: Wilds North FROM: Nicholas Polta NUMBER OF PAGES (including cover sheet): 3 Please call (651) 681-1914 if you did not receive clear copies orifany pages in the sequence are missing. Larry, Attached are the revisions based on your comments. Full size paper copies to follow. 1. Scale corrected on ADA Parking inserts. Grades adjusted to 2%. 2. MNDOT 3133C incorporated into details. 3. See Electrical Plan El.O for lighting. 4. Location of irrigation service to be clarified by Mike Valez ofWensmann Homes. If you have any questions please feel free to call. Thanks ~~'(/ll Nicholas Pelta " ,~ ~ / . cc: Mike Valez., Wensmann Realty '\ I .' , ' , ~ \ j ',- Ai "'-----------.// 2422 Enterprise Drive - Mendcta Heights, Minnesota 55120.. (651) 681-1914 - Fax (6Sl) 681-1914 .__ ... .~I .. r...... 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II: ... .J ::J Z ~ a: '" SPEC:IF'ICA TJON Re:rERE:NCE 3601 3733 R~vlS[D 3-25-200C A.i\.J. STANOIlRD FLATE NO. 3133C S8WOH UU!WSU8M~O~~ ~VZl:BO ZOOZ-Ol-~3a T-753 P.004/009 F-853 :::!.o <(~ r- 11 LCLS ~ ~ DEe-10-2002 09:13AM FROM-Wensmann Homes 8519053878 4'. . (f) 'It ::J 0 Z - 2 :J r- - CD cr: 0 rY: W 'II .- a l- f"') ::J ". C) l!) ~ <( 2 0 I-- <( > W --I W I- 0 D- U1 II ~ . f'-. LD . <( ~o <:(~ r- II w. o"'or- -......-..~ --. "- ------- / / DEC-l0-2002 09:13AM FROM-Wensmann Homes w-=- -- -- -_......-- 6519053678 T-753 P.005/009 F-853 " '1.1 ~I' (/) :::> o z :2 ::J r- CD --.J.. -0 <(~ ~ II w.. o~ --- DEC-l0-Z00Z 09:13A~ FROM-Wensmann Homes 8519053878 T-753 P.008/009 F-853 (e .fV\.. \ t.- v ~~ ~ ~?(,-,e 1::. From: Sent: To~ Su1:Jjeet: Larry poppler {lpoppler@CityofPRIORLAKE.coml Wednesday, OeQember 04, 2002 11 :44 AM 'npolta@pioneereng.com' lAKEFRONT"PLAlA Nick, I received your revised La~efront Plaza drawings. 1. The ADA dra~inq blowups have an incorrect scale associated with them. ~he grades in ~he blowups are over 2%. 2. The rip rap drawing is still incorrect. 3. The site plan doeS not show the l~qhting and the architectural drawings do not include a site plan. 4. Check with Mechanical on the lawn irrigation. The Mechanical drawings show the lawn irrigation separating from the service line. ~ou had told me that the lawn irrigation WaS corning from the building. Please call me with any questions otherwise I will await revised drawings- Thanks, Larry poppler 1 DEC-l0-Z00Z 09:13AM FROM-Wensmann Homes 6519053678 T-753 P.007/009 F-853 December 4, 2002 Ms. Kimberly Moen Steen Engineering Inc. 5650 North Lilac Drive Brooklyn Center, MN 55430 RE: Lakefront Plaza Following are the results of the plumbing and mechanical plan Teview for the Lakefront Plaza project. Our review was based. on the Minnesota State Building Code (MSBC) which adopted with amendments the 1997 Uniform Building Code CUBC) and the 1991 Uniform Mechanical Code (UMC).. 1. Submit a mechanical permit application. Wenzel Plumbing has applied for a Plumbing permit. 2. Sht M-1.0 note: change 7'-0" dimension to g'-O" high by 12'-0" wide_ 3. Detail 7fM3.0: The lawn irrigation meter is considered a site-owned meter. The lawn irrigation. me~e:r will no~. be suppli.ed by the city. The city will not provide a separa~~ water bill for this meter. The meter must also be located after the city supplied domestic water meter. 4. Provide fuestopping documentation for the plumbing membrane penetrations (plastic waste pipe. laundry box). UBC 703. 5. Provide f1restopping documentation for the mechanical penetrations (exhaust fan, exhaust fan duct, dryer vent, and dryer duct. UBC 703. 6. Detail IIM3.I: Bathroom exhausts and dryer exhausts must be in a shaft or run horizontally to the exterior in the floor system. UBC 711.3 7. Highl low transfer ducts shall have a flame-spread index' of not more than 25 and a smoke-developed raring of not more.than 50. UMC 1002. 8. Elevator lobbies require smoke dampers in duct penetrations. UBC 713.0 #5. 16200 Eagle Creek Ave. S.E.. Prior Lake, Minnesota 55372-1714 / Ph. (952) 447-4230 / Fax (952) 447-4245 AN EQUAl. OPPORnJNTTV EMPLOYER DEC-l0-Z00Z 09:13AM FROM-Wensmann Ho~~s 651905367B T-753 P.00B/009 F-B53 9. Detail 2IM2.5: Fire damper required at 14/8 duct by south elevatC)r lobby penetrating one hour rated corridor wall. 10. Ensure that MAD-I, EF-4 and CU-A do not infringe on exiting width and height for storage room exits. All items must be addressed before a plUII'J.bing and mechanical permit are issued. Call 952-447-9851 ifthere are any questions. SincerelY~., ! J/!J J:w. Robert D. Hutchins Building Official ce:. Mr. .Bi1~)~lerel. Wenzel ~echanica1 " Mr. Mike Vallez, Wensmann Homes"'" 2 DEC-02-2002 07:29P~ FROM-Wensmann HamAr 6519053678 T-348 P.001/006 F-160 . (W~;~~NN) . FAX COVER PAGE DATE: It -OL -0 2- ~(\ ~/'~l\- &SI -45"2..-0')67 i> "Ltc. 'v.-r - - 147- 42..4:;- ~L~ va,-lb2. TO: FROM: F:AX. #; NrnvIBER OF PAGES INCLUDING THIS COVER LETTER: b SUBJECT: lo.l{..J eL.ll ~ -~ ~ s ~ui-;~Js ~l1L )~ Cu ~ c C.- M~~' J"2-. 1JZ 14D:S~Df IF THIS F.AX TRANS:MITI AL IS NOT CON1PLErE, PLEASE C~~L OUR OFFICE AT 651-406-4400. TIIANK YOU!!! .,.,- ."-- RHS SUlLO/NO i liS'S PlAZA DRlYE . SUITE 200 EAGAN, MN" S5122 651-406-4400 r.A..'( 65 J -905-31518 DEC-02-2002 07:29PM FROM-Wensmann HDmr- 6519053678 T-348 P.002/006 F-160 .... ..... . ..... .... ......, . . ... ........ ....... . . .. . . . .. . . .". .. .. G~J ~.:; ;:::~: ;.::;~~.,ijjl: :'::: ;':":::,::: December 2, 2002 Bill Borrell Wenzel Plumbing & Hearing 1959 Shawnee Road Eagan, MN 55122 Re: Lakefront Plaza - MN Department ofHeaIth Comments Dear Bill: Today, I received the attached REPORT ON PLANS from the Department of Health. I also talked with Bob Hutchins at the City of Prior Lake, who is reviewing the plumbing plans for permitting. He told me that he would :finish his review on December 3,2002. Let's talk about these comments and review their impact on the project, if any. Thank you very much. t~}~ Mike Vallez cc: Bob Hutchins. City of Prior Lake Mike Rentz, Wensmann Homes RHS Building 1895 Plaza Drive Suite 200 Eagan, MN 55122 651/406-4400 Fax 651-905-3678 DEC-OZ-ZOOZ 07:ZgPM FROM-Wensmann Homp~ B51g053B78 T-348 P.003/00B F-1BO Steen Engineering, Inc. 5650 North Lilac Drive Brooklyn Center. Minnesota 55430 (763) 5851,;742 Fax (763) 585-6757 FAX COVER COMP:;:~1J FAX NUMBER: &S/-'1().!5 _ ~ (,,~ FROM: ~/M"'U, mG~ ~~ . DATE: PROJECT NAME; STEEN .108 #; /1--z.. -0 2- UH~-t w!:h ~L' PAGES (includIng c:over): 'f COMMENTS: o HARD COpy TO FOUOWVIA MAIL 9l NO COpy TO FOLLOW If you do not receive all pages i~uded in 1his fax please call 763--S8S-6742 ./ T-348 P.004/00B F-1BO I, r:.~"~=':;~"' ~,.'-;.' -"f) ( . .:c. ,,) r. . I, ,. ",: I. I ,. " i NO V 2 5 Z002 I MlNNESOTADEPAkTMENTOFHEALTH my: ~ Division of Environmental Health -,}... .-1.' ::. RE'PORTQNPLANS ~~?"~ Plans and specifications 00 plumbin,g: I..a.l<.efront Plaza. Pli.or Lake. Scott County, MinnesOta, Plan No. 030841 FROM-Wensmann Homes B519053B78 DEC-02-2002 07:29PM (g@W'Y - Il<-;'~~ ___ 5~ OWNERSHIP: SUB MrrTER(S): SLeenEngilleering, 5650 North Lilac Drive. Brooklyn Center, Minnesota 55430 Plans Dated: November 4, 2002 Date Received: November S, 2002.. October 21,2002, October 15. 2002, September 4, 2002 Date Reviewed: November 6, 2002 SCOPE: This review is limited to the design of this particular project .only insofar as the provisions of the Minnesota. Plumbing Code, as amended~ a.pply, and does not cover the water supply or sewerage system to which this plumbing system is connected. The review is based upon the suppositioD that the dara on which the design is based are correct, and that necessary legal authority has been obtained to c:onstrUCl the project. The responsibility for the design of structural featUres and the efficiency of equipment must be taken by the project designer. Approval is contingent upon satisfactory disposition of any requirements included in this ~port. Special ~e should be taken to insure that the material and installation of the pl\UIlbing system are in accordance with the provisions gf the Minnesota Plumbing Code.. A copy of the approved pl&.rls and specifications shou,M. be retab1ed at the project location for future reference. Enclosed is a copy of me report and traD.smittalletter to be fOIWarded to me project OWIler. INSPECTIONS: All plumbing insta.llations must. be tested and inspected in accordance \ll'iEh Ute requirements of the Minnesota. Plumbing Codt. As specified in Minnesota Rules. part 4715.2.830. no plumbing work may be (;OVefed prior to completing the tequired tests and inspections. Provisions must be made fOt applying an air test at the time of the rougbillg-in iDspection as outlined m Minnesota Rules. pan 4115.2820, subpa.rr 2. of the code. A manCJ:O:l,eter test, as specified in Minnesota. Rules, part 4715.2820, subpan 3, is required at the time of the finished plumbing inspection- It is the responsibility of the contfactor/installer to notify the Minnesora DepartmeDt of Health when an installation for a stare c:ontrac~ job, licensed facility, or project in an area where there is no local administra.tive authority is ready far an inspection and test. To scbedule inspections, contact the state plumbing standards representative for your region, or call the :metro office inspection heEline at 1-800-926- 6216 (7:30 a.ID. to 9 a.m.), or 651121S..{)836 (8 a.m IO 5) a.m..) on Monday, Wedtlesda.y or Frida.y. REQUlREMENT(S): . 1. Elevator pit drains mUSl discha.rge to the sanitary sewer through an indirect c:onnectlOD whic:h precludes the possibiJiry of sewage backup into the pit. The waste pipe from the sump shill dit::chnrgc to a fix.ture that is trapped and vented (see Minnesota. R.ules, part 47l5.1305). 2. Th~ conlinon veoted double lavatories must connect at 11 ve;:rtical drain. AD individual vent, installed vertically, may be used as il. CgmmoD vent for similar fIXtUres when both fi~ture drains connect with a vertical drain at the same level (see Minnesota Rules, pan 4715.2580. subpart 1). Addendum. No.1 shows thl'lse fixtures connecting together prior to the venical dr41n and vent. 3. A dea.l'lOUI: must bt prDvid~d near the connection betweeu the building drain and the builc1ing sewer (see Mi:nn~ota Rules, part 4715.1000). I 4. It is I/;:commended that a ~in1um of [Wo :DKtures be supplied. by a V2-il'1ch water supply linl:: (see Minnesota Rules. part~. subpart 1 and part 4715.3800). /1'#').\ ):,) ~~ ~\'~ ~, u\ V-1Ir .tf'lr I' DEC-OZ-ZOOZ 07:Z9PM FROM-Wensmann Homes 8519053878 T-348 P.005/008 F-180 " ;, .\ Lakefront Plaza Plwnbing Plan No. 030841 Page 2 November 6. 2002 ;:.- -" k'.It 1ty."vJ>> ......,...........~.......,., p..., r I ....... \S400 , '\ Jl.ft;" !iJz1t~ c" rf"~ C? (~~~ '. ... .......-...' ~! Water closets in public badutloms ruUSt have elongated bowls. ~ 6. The installation of reduced pressure zone backtlow preventers is permitted only when periodic testing is ~ done by a trained bacldlow preve.nter tester acceprable to the adminisuative authority. Testing intervals ':. ~. shall not exceed one year, and records nwst be kept. All devjc;es must be test~ after initial installation to (,1 I ~~ assure that debris from the piping installation bas not interfered with the iim..tioDing of the device. The vI"' devices shall be overhauled at least once every five years. The installation of new backflow pre\lcnters must be at leasr. 12 inches. bur not more than 6 feet above the finished floor or ground level. ~ fJ-JfiI.' . lk ~:k\ W ~~ "0 The installation of a cross-link polyethylene (PBX) tubing system was specified for the water distribution ,.r system. A PBX tubing system cannot be used unless it meets all of the following requirements: L{~(///Ui' tJ/"1?'" a. Approval for the installation of the PEX systeJu must be obtained from the proper administrative authority prior to installation. b. The system must comply with ASTM Standard F877 and F876. c. The system must be installed by a plumber trained by the manufactureI' of tbe panicular PEX system to be installed. Certain maoufacmrers require installation by licensed plumbcls who have been trained to insr.all their material. d. All persons installing PEX materials shall have a ciII'd on their possession documenting completion of training by the manufacturer or his a.g=t fot the material [0 be installed. e. All components must be part of one specific PEX manufactun:r' -5 system. and must bear the identific:ation mark of that manufacturer. The PBX system must have IAPMO and NSP approval and marking ofIAPMO approval must be swnped on tubing and fittings. f. The install.ation must be in a.cc:ordan,e with the manufacturer's installation guidelines. If all of the a.bove-liste,d requirements cannot be met, the ms.terials used. for the water disuibution syste.m must comply with Minnesota Rules. pan 4715_0520- r}l. (" 8_ The plumbing system shall be tasted in &::cardanc:e with Minnesota Rules, part 4715.2820. This shall o ;1/.1 r.D \J include th~ storm sewer located within 10 feet of the buried water supply. ~r~'1~1 gJ.' IS NOTE(S): 5 1. TI)C scope of this project consiStS of corn.1ruc:ting an apartment building. lnstallation il'1dudes a Wf1.[er softener, water heaters, clothes wa.shers, kitchen sinks, dishwashers, and bathroom :fiJC.tures. A flammable waste intercep[or and an elevatol' sump pump will ah;o be installed. 2. The building is served by new municipal sewer and Water services. Authorization for constrL1ction in accordance with tbe approved plans may be withdrawn if construcrion is not undertaken within il period of two years. The fact that the plans have bee:n approved dOl:S not necessarily mean that recommendations or requirements for change will not be made at some later time when cbanged conditions, additional information, 01" advanced knowledge mw impI"Ov~ments necessary. DEC-OZ-ZOOZ 07:30PM FROM-Wensmann Homes 8519053878 T-348 P.008/008 F-180 ,; Lakefront Plaza Plumbing Plan No. 030841 Page 3 November 6, 2002 Approved: (1.-:. . ~. Co~ Public: .Health Engineer Bnviionmeaw Health Services Section p.o. Box 64975 St. Paul, MDm.esota 55164-0975 651121S-0844 CAF:su /" ce: Project Owner I' Steen EngiDeering Mr. Rabert Hutchins, Plumbing Inspector Plumbing Unit File .JO'Oh JSSH ARCHITECTS, INC. , 14525 highway 7 suite 37~ . ' , ~etonka, mn: 65845 ' ' II II ph. 952.~S5-6a37 t3x. 952.93~.087S JSSH' Project NQ., 02MOI8 . ,I . \ ADDENDUM NO. 2 . TO DRAWINGS AND SPECIFICATIONS ~OR GENERAL'CONSTRUCTION WORK: INCLUDING'ALL PLU.MBlNG, HEATING, VENTILATING AND ELECTRlC;}.L WORK LAKEFRONT PLAZA PRIOR LAKE, MlNNESOTA . DATE OF OlUGlNAL DRA. WINGS AND SPECIFICATIONS: October14,2002 , . DATE OF ADDENDUM NO.1; N9vember 6, 2002 DATE OF THIS ADDENDUM NO. 2: NoveD).b~ 26, 2002 , ., . TO: ALL BIDDERS AND ALL OTHERS WHOM DRA. WlNGS AND SPECIFICATIONS HA VB BEEN ISSUED BY THE ARCHITECT. , , " ~ THIS ADDENDUM FORMS A PART OF THE CONTRACT ,DOCUMENTS. IT SUPPLE:M:ENTS THEM AND MODIFIES THE~ AS FOLLQWS: . CHANGES TO THE DRAwiNGS AND SPECIFICATIONS " Item No.1 J?corporate the ferllowing struCtural items into the Contract (see attached): A. 'B. C. ,D. Revised design live loads ' Special Inspections and .Testing Schedule Exhaust pit grating . Stairway stringer connection .' Item No.2 . , Incorporate attached envelope calculatioris into the Coni:ract from Steen Engi:o.eerlng, Item No. 3' _ Mechanical Contractor to provide Shop Drawing details for :firestopping at all conditions. , t . : ProvidiD:g Experienc.e~ Relati.on.ships and Sbar:e.d Goals , ,Addendum No_ ~ -2- ~ovem.~er 26~ 2002 Item No. 4 " . At Co~ops ,Room 149~ Gen.eral Contractor to provide a sign. "Maximum Occupancy of Room: 90 Occupants". Also, Contracto:r; to provide siJ;nilar signs for the other A3 occupancies, once t:1W s~ecific, USe is known. . Item No. S CoIrtractor to provide floor and wall assembly tests for both fire rating and sound ' reduction characteris:tics onoe specific .materials are selected_' . , ItemNo." . See attached Sheet 6 indicating location of draft stopping at attic, along with required venting and location of roof vents. Item No.7 All railings to have maximum spacing between balusters of 3-7/8" and be 42" high. , I Item No. 8 , , Contractor to provide Shop Drawi!+gs for aI1Y rated access panels, fire e>ct:inguisher cabinets or the like. . . Item No~.9 The attic access panels to' be located as follows: At east wing, just outside' of Stair B stairwell and at south wing'wi~ Tiash!R.ecyc~g Room 3'56.. . . , Item No. 10 Omit 3" batt insulation :from lower portion oftrUs~es at all floor assembl~es., " Item. No. 11 . Fire resistive (labeled) doors to bear the '8' label ,and have smoke and draft cOI?-ttol assettlb1ies. Itelll No. 12 . Jnco:rporate revised Sheets 9 attd .1 {) with revise~ ,room .numb~rs and'door numbers ,to match numbers on 1/16" Plans..' ". . Item No. 13, . The..shear w:alllocations within the paTty walls axe as follows: . " Levell , Between Units 111 &; 113, 113 & 115~ 1'15 & 117. 117.& 121) 121 &'CbmmoI1S Room, ;Kitchen 150 & Unit 125, 125 & 127, 127 & i29~ 129 & 131~ 131 & 133, both'side~ of , Stair C, 1;30 ~ 128, 128 & 126, 126 ~ 124, 124 & 122, both sides afSt:l.ir B, Lo.bbY'atea & Unit' 120; 120 & ll8, 118 & 116; 116 & 114. 11,4 & 112, and both sides of Stair A.' , ' . Addendum No. 2 , -3- ~ovember 26, 2002 Item. No. 13 (continued) Level 2 Between Units 207 & 208,207 & 209, 211 & 213,215 & 217, 219 & 221, 223 & 225, 227, & 229, 231 & 233, 235 & 237, 234 & 232. west side of Stair C, 228 & 226,224 & '222, east side QfS~B., 220 &218,216 & ;C14;> north side of Stair A, 210 & 208. ' " I, ., ' . '. . , Level 3 Be~een Units 307 & 308, 311 & 313,'317 & 319, 32~ & 325,329 & 311.333 & 335, 337 & 334, 330 & 328, 324 & 322, common wal!'at guest ~uites, 320 & 318, 314 ~ 312. Item No. 14 Provide a protective swing gate as ~tailed by 5/9 at head of first flight of stairs at Stairs A, :a &; c. " Item No. 15 , Provide no o~en,ings within 5' of each siae of area separation; carry wall into all I . overhangs, etc., all draft stop walls to be extended into overhangs. Stop continuous ridge :vents at draft stops. Item No. iii'. , At Sheet 4, revise units type E from Units 221 & 321 to Units 219 & 319, and entrance doors from 221 & ~21 to 219 & 319,. Item. No. 11 , At stair C revise stairwell number to be 261 & 361 i;o, lieu of2~O'& 360; stainvell doors to be 261 & 361 in lieu of260 & 360. , , ltena No. 18 IncOl:porate revised D~or. and Fra:qle Schedule (see ~ed)," , , Item No. 19 ' Use 1 %" coated coil nails to att,a~li gyp~um. sheatbing~ spacing as recommended by rat~d, . assembly. ' . . . ' '. . , . 't.. I . Use 1 %,~.stapIe to attach OSB sheathing; spacing as reco~endec;i by ra~d assembly.. Item No. 20 '. , Incorpornte attached, U342 2 hr. rated wall ~se:q:t.bly for the ar~a separation wall. . , , , . Item No.."21 . ,', , Sub-fascia at roof overhangs to be a single 2x&: END OF CRANGJ€S " 11/15/2002 15:05 5128515351 BLANCHARD PAGE 02 Blanchard EngineerIng SImt::tJJnII DJgi~'9 CcnsUIiw 6938 Washburn AVe. S. Richfield. MN 55423 612-861-6381 November 15, 2002 " Mr. Roger Johnson JSSH Architects, Inc. 14525 Hwy. 7, Suite 375 Minnetonka, MN 55345 Re: Lakefront Plaza; Prior lake. MN Dear Mr. Johnson: This letter is in response to the review comments in a letter from the City of Prior Lake datedNCNember 7,2002. 7. The 'SpedaI Structural Testing and Inspection Schedule' from the Minnesota BuDding Code wsa completed, and signed by all parties during a meeting held on October 7,2002. A copy of the form is endosecI \Mth this letter. 15. Walls r:Ner 4 feet tal >Mil be designed if they are required. Pol. this time, the final geometJy of the park trail and wafls bet\\een the north side cI the building a'Id the lake Is not ccmplere. 35. The design live loads are revised as follows: Meeting @ 100 pst, Rebil @ 100 psf, Storage @ 125 ~. . 47. The design live load for the walkway grate is 250 pst. A detail for the grate is enclosed v.ith this Ietfar. 48. A detail for the stair connections is prCNided'tWh this letter. SIncerely, ~4~ckJJ William G. Blanchard, PE Structural Engineer I hereby certify that this specification was prepared by me or under my dirEld: supervision and that I an 8 duly Ucansed Professional Engineer under the laws of the State of Minnesola. Date /1-/5"-02..- Uc. No_ 19567 Enclosed: Special Inspections and Testing Scheclule (1 Page 8 Y.t x 11) Exhaust Pit Grating (1 Page 8 Y.z x 11) Stairway Connection Detail (1 Page 8 X x 11) 11/15/2002 15:05 ~OV-15-Z00Z 04:23P~ 5128515351 BLANCHARD F~OJ.4-W'n,I'l' Hamu smOUS78 T-G63 $P.... A,~.INSPa"IUN:S ANU It:\:llll~~ "l"n..6JIJL.C (To b. ~ in XOJnIlUICe 1MCh'" "G~ IIlor s..-w I.~ ....Te.dnvl PAGE 03 P.DDZ/002 F-880 ~~ N."", LDlP1I,oa: ~~~~~t~~;A l . ;.;7) t::~~O'& SPECAt. INSPECnON SClJe)U1..E 5 po:Q'rlC:nioll Sc.don 1)opG or S~r>> ArtIde Dl:SCriplioa (l) lArpceto:' (3) R.&JlOl'I F~,",n"1 ""'po! Fmn (C) '0330C Concrete &. Rein.f.'C.,- ....- Ser bi-mont:hlv (mfn. 2) . 0340C Precast Concrete' F Cert. of Con'tt lienee 0619~ 'Wood Tru!:~~~ F [CArt: 6 f' " ;nmT ,z .._ _ _ . . . .. t \'... I 'I'!!m:NGSCiEi)'t.u- see' S~ry of'l'est1ng . - - 1-,,-- -.. - ", . - - -" - - - l- I Nora: nIs aelldlll, lID M mlc:d ~lIt _ mdc1t1c:41a u. fRlial: spG6~doa. Wo=adc:a ~ble It Ut:tt ,hu III be tilled. ChiC ....ha a~r 1l1r & buU~.-=mt.. - . . " (1) ~la'l:Ili( roq ~ be ptO'Ifde.4 t1y tIIco Bailcf"IIIr;; om. . (1) 'Use desedpdE3ns p5r u.ac. ~li JOG. (3) s~ rlllfCt~r. T=1D. A&=- or P'abIiCltol', qglifi:d i.lJ IQ:I;lrQaDDl....r~ 1Uju~tS oC th. 5=", ~ulldbl: Code. (") }1bm CQ;a~~~1I to ~ S&n~ . nm: DaJc: l'mzl: ~&lC: F&nl''': Dau:: .F"-= ~IC: i'L."'%U: D;I,IC: Pt=: Pale.: PI=: J)&l~ :/(1 h Ih~ d-.... ~ Phm: I r; ;Ii: ~ ~ ~~ c: ~ J""1mt: I'll!/:: &~ apprapriata: rq~ ClIIl sip \)0)0,<;. "'!'he ;n~;.,.j<i\l~III:"'~ or .all p~r. spc.ci,1 ;n.rpeclO~ ~(! (he '''Or1: cllGY JlIWl" 10 ~~~ mlAt'be. icSc;nliCicd (1ft \J'Ic J'CVI:/'Sll sio. elC 110;" Com>. l,.,t,nd: SER _ Sml<Nr.:JJ ~nttr 01 Rceo<Ol ~'1 x SF'"ei~1 l...~or TA ... Tcn:n, ^t""1 F >c Fallne:nor A\'1:cp1cd fer ~l1.:: 9uilllin~ O<~r\rn~nl bY' OSIe! 11/15/2002 15:33 5128515351 &' x e' METAl.. ~ATE 6EE NOTES 1-4 1 '-On N BLANCHARD PAGE 03 1. Mil. TERIAJ.& GRATE. ANGLES, AND BOLT6 . . .5TAINU:66 6TEE1.. ANCI40R AOHE61YE - ...I\.. TI 1-1,.. 150 2. 112M MAxiMUM OPENING IN GRATE .3. ~AnNCi HU5T W11l4&TAND U. . 250 P&F 4. GRATIN(!. l!r McNICHOL6 CO. OR BROWN-CAP"IF"!5~ CO. 1I/S" . "-Oil 6ti6 ~ Il~ 5. RI~E'U:). MN ~ PW.. ..,.....31061 FAX 6012-86\.40361 ~GlIi EXI-lAUST PIT GRATING WENe.MANN 1/-0" &'-0" Lhx4xl/4 112'1 DIA. THREADED fltOO AOHE6IVE A AT 2411 MAX. &PA. EMeED 6" L6x4x1/4 - 4'1 EXI4AUSr PIT GRATING BLANCHARD' ENGINEEf</NG .~..,-~ l2:IlIl8L7JIe ~ L-AKEFRONT PL..A%A ~ TIIUI I ~ ~ 'N4T ,... I"I.AN 11IM . -4!l ..,..." I'll CIft ~ MY 0tIlIIl:T ~ AND 'lW4T' "'" " elL'!' ~ ~-;r~~cZ::;C'~A 11>I.,. lIL __ ,.... l),&'l'I /1-15'-02- _1it1.1lilI+1 JC2 Me). 2002-4S CAli! 1l/l5J03 tofT -...-,.. 0 -~ GWItD WG8 fOoITli " 2 11/15/2002 15:33 5128515351 BLANCHARD PAGE 04 3 ~0UJ5 IOd NAILe ~ACED AT 311 O.c.. . In" PLYWOOD (2) 1 3/4xll 1/8 MICROL.A.M I 1/411 PAFieTICLE BOARD TRf:AD5 , DeL I 3/4x14 MICROLAM eTRINCSER5 2 R0UJ6 10c::I NAIL.e &PACED AT 3" O.c:.. 1/211 PL. "'(WOOD RIBER! 2x8 6L.OCKING STAIRWAY 5TRINGEfC CONNECTION III. 1'-0" (REFER TO PET AIL. ~/I$ - DETAIL 10/15 NOT LJeEOJ SLANCJ-IARD ENCiINEBfCING 81M.t::7UUL ...&..1.61 ~1H5 ~ W~eLJt'" AYE. 6. Iitla.FIElD. MN ~ I"W. 6~~!(.' FA)( 6J2.4l61-6!061 I _" ~ ~T 'IWII ~ .... ,...~ .,. MI aillH:8l m- ClIIB:T ~ ~ ~T ,...,.. . CUl."'.~ ~2'$7~~A WIIII_ ~ I!ll-.:l...... ~TI I/-/,-Ol- IIIG.NO._l ~JI!c;T ~~ONT F1-AZA pot_ 11TU! STAIRUJAY CONNECTION ,;lilt lJ.Il:NeMANN .JOIl NO. -..- 0 1:1"'''' 1I11So1C2 .,..... ~ CWICD W68 If:!' 2 2002-4S C6' 2 ~ DOOR NO. DOOR $ FRAMESGHEDULE: G-IA G-IB G-2A,G-2B,G-SA,G-SB G-14A,G-14B, G-15A, G-158 6-4, 6-12, <S-IS G-~, G-1 G-e cHI G-5, G-IO ~. zJ?,1J " "'-199 ...,;c.c;. 201-:291,901-991 ~r 1498, 1608, 1618 I4ClC /49A, 249, 949 160A, 2M, 660 16/A, 2l!>1, Sl!>1 . 145, :245, 945 :241, 941, S5e ttfUT~~~ ~~ . 15:2 159 154A 146, 151A, 1518 141,155 14.:fA, 14"18 1548,151 15e, 25e 954 254,952 246,546 251, 55; . 156,256,956 D S-I - s-eo I40A, 140B 16:2A, 1626 141. 142 1~9, 164 Rf:T AIL TL T. t: R. D RETAIL (0 o o o o o DOOR TYPE G 2 -J A MAT. HM P INSUL 5T G HM. J H.M. J H.M.' . G .H.M. HM. J HM. Co YiOOD. K HM. D YiOOD D Y'IOOD D Y'IOOD YiOOD E N ALUM N ALUM YiOOD D E YiOOD. D YiOOD D YiOOD D YiOOD D YiOOD D YiOOD E Y'IOOD !^lOOD A YiOOD M ALUM YiOOD 8 Y'IOOD 8 Y'IOOD H H.M. F YiOOD L YiOOD YiOOD FRAME: TYPE ...9 MAT. 9 H.M. 9 HM. . H.M. 5 H.M. 4 9 H.M. HM. 9 HM. 5 REDI FRAME H.M. REDI FRAME REDI FRAME REDI FRAM!'" H.M. 1 I 2 ALUM. I Al..UM. RED I FRAME RED I FRAME RED I FRAME "REDI FRAME RED I FRAME REDI FRAME REDI FRAME RED I FRAME REDI FRAME 2 . I I :2 YiOOD Al..UM. I.. :21 REDI FRAME 6 YiOOD . YiOOD 8 H.M. I^IOOD I^IOOD hOOD HDY-IR GROUP REMARKS" " '. . EXTERIOR. IN5UL. DR. 14 OH DR. STORAGE DR. ~8 tV~ ?~g~ .. FRAME STAIR DR. .:f0 MIN. D"OR . FRAME ~ql:ljl;:LE;Co i. SH"P ~9 MI.N. I:?P~ ,$ FRAME NO L'TE: IN uR . "10 MIN. DOOF<. ,$ FR. TRASH NO LITE .IN DR- DBL DR EL. EQUIP. 60 t1'N. DOOR ,$ FRAME NO 1TE: IN DR ~B ~fN~~~OR . FRAME NO L 1TE: IN DR 20 MIND"OR,$ FRAME TYP.APT. ENTR'l" d-MJerA'f J1.. lJrJl1$ EXT. DR. IN6UL... STAIR DR. ~?~~~. ?~OR ,$ FRAME STAIR DR. C!A~?J1~' If~OR . FRAME MECJf: ~g /J% T'rfg~ · FRAME ~ql1lfl~~'go~"'~llRAME VEST. .... TE:MPERED. GL. VEST. EXT. 4 INSUL;'TE:MP GL. IS" A ,; iil~~. .DOOR ,$ FRAME "'V "G fRl <st:. l.. T. . , 16 . · ; ~h?tf~~. ,$ Ff~. "'&..I) ft:t! 6l.. LT. HM'. HOLD OPEN 6 .~ 60 MIN. DOOR ,$ FR. -rL T. DF NO LITE: IN DR "... ~~pNS Ie MIN. .l?QOR . FRAME . GHOLLoI OFEI'-I STOR. . 10 61\l~ t;1\t;48e~~,$ FRAME In ~~f:<.,( "I 1.1:1. Pf'.,$ FR, c;:.RAI T ~X1=~~ISi:; .:f ~g!=M~~.. rfOR . FRAME 16 GIll ~O.M'N. DF<.; . FI~., - EL. L08E ;, ~ 6L. l. T. MM.. HOLD OPEN .:f 60 MIN. DR... FR, - TRASH f"lIRE 6L. l.T. C! CiiA 10 IC! 10 16 " <lA 10 IS 5 e FREHUNG DOO~ . FRAME EXT. . IN5UL. TE:MFERED. GL. NO LITE IN DR :2 FREHUNGDOOR 4 FRAME . S PF-EHUNGo DOOR 4 FRAME 20 IN5UL., NO liTE IN DR .. 2 FREHUNGo DOOR ,$ FRAME ' BY DR. 5EE 1/4" Pl.ANS FOR LOC-ATIOt'- 5UFFL. ' 2 PREHUNG DOOR 4 FRAME DOOR. TYPES 19/8" H.c... LEGACY PREFINI5HED l \ \ ( \ d;:. I ~ \ \ \ . --"<- f ::2'.10' 5/8" INSUL. TE:MP Gt-. J 6,~-O" M DARK S ON TEMP GL. H.M. FRAME ~ ::2" C~ f?\ \!V k ~ 1::252 1 D~ 6'-011 ~ dGSh .JSSII ARCIDTECTS INe. 14525 highway 7 suite 375 Minnetooka, mo. 55345 Ph: 952.935.6337 fax: 952.935.0878 Oz.MOI5 Comments: ~4..L ( "1, ""~ $fA-t€- ~ IJ~ ... ,. ,. . I -rfH-.:x. . . W ~ ~D. 6tTh~;' ~p. . d~thrrll1~h ~7jI(;d d(P"d +,_C " d d e llllormallon contaIne m IS iUcS1~; ~:;ge IS pnVl ege an cont:denl1a.l llllormatIon mten e only for the use of the individual or entity named above. If the reader of this message is not the intended recipient, or the employee or agent responsible to deliver it to the intended recipient, you are hereby notified that any dissemination, distribution or copying of this communication is strictly prohibited. ( ) hard copy to follow ~ no hard copy to follow ~ bJ .Jt..A,iA t.I. tLlt. f""" . , 71" r ff..:~rr~;L- I """&'~., ~pb 'Q e e e 135 ROOF LOUVER Model 600 ROOF LINE LOUVERS 135 Roof Louver features 14" diameter opening, aluminum screen, and a weathershielding rain guard formaximum weather protection. Available in black, brown, white or weathered bronze baked enamel finish, as well as mill finish. 600 Series and Model 550 feature aluminum construction, 8 x 8 perma-coated aluminum screen extended to the edges of the cap, large nailing flange and rolled flange on vent stack to prevent weather infiltration. Available in black, brown, white or wea- thered bronze baked enamel finish as well as mill finish. 600-D is a twin 600. ModeI600-S, designed for shake roofs, has a tall throat to allow plenty of room for air circulation after the installation of shakes. Available in brown only. Roof Louvers featuring "The Lomanco Balance" €~eI8~ 700 Series have three sides open for maximum air circulation, heavy gauge aluminum construction, fits on all roofs, 770-D is a twin 770 unit. The 730, 750 and 770 are available in black, brown, white or weathered bronze baked enamel finish, as well as mill finish. 800 Series are a new addition to Lomanco's line of roof louvers. They are modeled after the 700 Series and are manufactured out of durable ASS plastic with U.V. protection for longer life. Large nailing flange for easy installation. The 8 x 8 perma-coated screen extends to the edges of the dome to protect from bird and insect intrusion. They are available in gray, brown, black orwhite. Model 865-S, designed for shake roofs, has a tall throat to allow plenty of room for air circulation after the installation of shakes. Available in gray, brown or black. i:,;.~~;~~~;'.j;~;;t~~~~'~~r.o !'~~if~{; 600 SERIES . """ ;.!.c. i .<.'.':";':>" .... ;..:,...~i~:p. :tNet:Eree; : SqU~ ~/~~:i;'N6.~'f?~i~f~ Weight , ',< ..0:,:':: Prfce. Each ',. feet .,::~ ". Per -," ~" . :,;;;......~..... .. .;.,..:'.~;..:}.i.;. , - ,-' ,.:. <..':;.,;. SIZe.:::,.:;. ,.~" Area: ". : '.louver- Ventilates ~~;'~~:z 'carlorir":~(~j~;l- "'~,:f : CartOn.' ';.', J .' M~I ...:m. COIcif. . . ,. .... ;;;;15318" x16 1I~: x 4'!. I;. -';.; .rvr>" .'" ,:.;. '1f,;:\'s.:t12IfiS,::)i'. ;); lV; ......>'-. '600 ., :'155/8" x 18 7/8" x 4"':. ;,:9 tlZ.,,: ".';.:;:,. ,??:~tJ2: Ibs::t .~"\ ",'. w Cc':". 600-0 <32 1/2". x 18 7/8'" x 4-"' .. >Two9...t/2". ;::< :'>1'Jn :.:"', ,::::'..::t3:lbS{::;~;? ~:~ 600-8 Brown 16 5/8" x 18 118" x 61/2". 9 1/Z";, " -~ ....\. :8:tJ2.lbsO,::,< :.:, 700 SERIES :' MadeJ-NO::' "730 750 , '75O-G 710 '.' 77o-D . ...;' .. 700 800 SERIES Size : 123116" x 1'7 3/4" x 4"' '..16~x 20 5/16" x5~ 147116" x 20 5/16" x 5" 16 5/8" x 22 318" x 6" . . 32 1/2". x 22 318" x 6" 147/16" x 20 5/16" x 5~ ~i~~~:-;-!'::~~~~~:"'~0~t@~J;~;fu~: t!~r~~~}~'0;~ ,:;,~f~~~~:~~; ~,.:::f:1I2:1bs.:' ;:<:;,; mlbs> '.~, :_~; ~~,):?~ " Model No. .MS !l9.. 865-3. Opening Net Free Overall Size . .' Size '. '. Area 14 3i8" x 171/4" x 4" 6314" x 8 112" 41 161/2". x 193/8" x 4 3/4" 81/2".'x.10 1/4'( - f)1' 161!Z'Xf[r3/8)'X6~fi716' 81/2" x 11nr4" "-~--V6rOL~ OAvailable in Gray, Brown, Black or White "Recommended Stock Size t Available in White, Brown, Black, or Weathered Bronze "r;rlIV;lni7erl Stepl . Ridge Line Ventilators featuring "The Lomanco Balance" e LPR-8 LPR-10 OPTIONAL STRAP (r.~.'....'.'~....' ~ LPR Ridge Vent Features . Available in four different embossed aluminum finishes - Mill, black, white, brown and weathered bronze . A full 18 sq. inches Net Free Area per linear feet. . 3/8" x 1/2" slotted weep holes in wind baffle for water run-off. . 1/8" x 1" louvered openings inverted to block weather infiltration. . All aluminum rust free - one piece construction. . May be cut to desired length at 2 foot intervals. . Low profile blends with roof construction. . Pre-notched nail holes for easy installation. . Large 2 inch wide nailing flange. . Geen End Cap in matching colors. . Revolutionary three baffle - aerodynamic design. . Adjustable from ~/12 to 12/12 roof pitches. RIDGE LINE VENTILATORS Exhaust ventilators such as ridge line ventilators must be used in conjunction with intake vents for proper operation. In- take vents are found on page 8. The air will flow thru the attic from bottom to top to keep your attic cooler and drier. Geon End Caps fit tight and are made of durable weath- erproof geon vinyl, which seals out moisture, resists ultra- violet rays and enhances the appearance of the Ridge Line Ventilator. GEON VINYL END CAPS ;'ModeFN();;':;;1,>N(j7R~rQart6n;.2 i:YWtpebCartori#. ';+{:;PrfceEai;fj'.';;;~;' :R~V:CaiJ;Ht"':i 'LPH1Gap t;:1:2i' ;tP~:'StraP.T'~/ ....~OV:RI!1!IZ~e:0~ . Available in Gray, Brown or Black Specify Color When Ordering RIDGE LINE VENT e . ^"..,il.,hl... in \A/hitn Dr............ no- 01.......1, RLV Ridge Vent Features . All aluminum construction. . Large air chamber. . Internal baffle. . 1/8" x 1" louvered openings. . Available in mill, white, brown or black baked enamel finishes. . May be cut to desired length at 2 foot intervals. . Adjustable from 3/12 to 12/12 roof pitches. . Proven reliability. PROPER EXHAUST REQUIRES ADEQUATE INTAKE A variety of Lomanco intake vents are available to accompany your exhaust ventilators. LPR-CAP .;'+61 Q'SeCtions.or 80';:"::~; : ~;," 'eeti.Qns'ori OQ':- ',;,i!:65 . '" ;lQ\$~ti(Jns\)rioq~; 'A51!~lbs.; ";'lb's~ctions:hr4()~>';: 32Jbs.;". Specify Color When Ordering A<<;ryBic AhJminum SOffit .... . Stock No.," M-10 M-10L VG-10 9"Wide Solid Soffit Panel .019 9"Wide Vented Soffit Panel .0 10" V-Groove Solid Soffit Panel .019 e 12' lengths 20 pes.! etn . 1.8 sqs./etn. 59 12' lengths . 20 pes.!etn. 1.8 sqs.letn. 59 12' lengths 10 pes.! etn. 1 sq./etn. 35 10" V-Groove 12' lengths -- VG-10L Vented Soffit Panel 10 pes./etn. 35 .019 1 sq./etn. (Free air space per sq. ft. 13.3 sq. inches) )( 12" V-Groove 12' lengths VG-12 Solid Soffit Panel 16 pes./etn. 60 .019 1.92 sq./etn. "F<~qHff~ ~f:{i{<<j ~~:-. 2 VG-12L 12" V-Groove Vented Soffit Panel .019 (Free air space per sq. ft. 16 sq. inches) 12' lengths 16 pes./etn. 1.92 sq.letn. 60 Q NOV-06-200l 03:17PM FROM-Wensmann Homes 6519053678 T-290 P.002/025 F-093 II ee. JSSH ARCIDTECTS, INC. . . 14525 highway 7 suite 375 minnetonka, mn. 55345 II II ph. 952-935-6337 fax. 952-935-0878 JSSH Project No. 02MO 18 ADDENDUM NO.1 TO DRAWINGS AND SPECIFICATIONS FOR GENERAL CONSTRUCTION WORK. INCLUDING ALL PLUMBING, HEATING. VENTILATING AND ELECTRICAL WORK LAKEFRONTPLAZA PRIOR LAKE, MINNESOTA DATE OF ORIGINAL DRAWINGS AND SPECIFICATIONS: October 14,2002 DATE OF TIllS ADDENDUM NO. . NOVember~ TO: ALL BIDDERS AND AlL OTHERS WHOM DRAWINGS AND SPECIFICATIONS HAVE BEEN ISSUED BY THE ARClllTECT. THIS ADDENDUM FORMS A PART OF THE CONTRACT DOCUMENTS. IT SUPPLEMENTS THEM AND MODIFIES' THEM AS FOLLOWS:. CHANGES TO THE DRA WINGS'AND SPECIFICA nONS Item No.1 Sheet 1 Modify 6'-0" dimension to a 4.3' dimension at heat ventilating unit. Incorporate attached Structural Sheets adding deck footings at the southwest retail side (Dakota Street) and deck footings at the northeast retail side (Main Street) along. with Structural Detail for the elevated walkway at the Main Street side. . Item No.2 Sheet 2 . Precast concrete cohunns below the retail spaces to be 12" x 16" in lieu of 16" x 16". Trash chute opening to be 28" x 28" for the 24". diameter chute. See attached Structural . Sheets relating to lintels over garage door and heat vent unit openings. . . Item No.3 Sheet 3 Finish floor elevation to be 959' -0-3/4" in lieu of959' -0". Omit door and frame 144. Providing Experience, Relationships and Shared Goals NOV-06-2002 03:17P~ FROM-Wensmann Homes 6519053678 T-290 P,003/025 F-093 Addendum No.1 -2- November 6,2002 Item No.4 Sheet 4 Second level finish floor elevation to be 970'-2-3/4" in lieu of970'-I-I/8". Third floor finish floor elevation to be 980'-3-7/8" in lieu of 980' -2-114". At Units 208 and 234, reverse the location of the second bathroom and laundry room to miss precast concrete beam located below. Item No.5 Sheet NO.5 At southwest commercial plan, modifY the 14' -6" dimension to 15' -2" to reflect the center line of the masonIy pier below. The adjacent frame type 10 will be modified to pick up that dimensional change. The same condition is true at the northeast corner of the norrheast commercial plan. In this case; frame type 9 will be adjusted. Item No~ 6 Sheet 9 .' Omit door 144 (shown on that Plan as door 136). Door 152 should be door 159. Adjust column and beam location overlooking two story space from 6' -3-112" to 7' .6". Item No.7 Sheet 10 At guest suite 340, adjust length of entrance closet from 5'-11" to 4' -II" allowing bathroom door to swing with greater clearanc~. Item No.8 Sheet 17 , At dimension between first level and second level;modify the 9' -1-118" dimension to 9'- 2". Item No.9 She.et 18 , At dimension between fIrst level and second leyel, modify'the 9'-1-1/8" dimension to 9'- 2". At stair section 2/18, modify the 20 risers between first and second level to 6.7" per riser. Item No. 10 Sheet 19 At dimensions be~een fIrst and second level commercial, m~difY the 10' -1-1/8" dimension to 10'-2", The 16 x 16 concrete precast columns are to be 12" x 16". At Sections 2/19 and 3/19, the precast concrete plank over the garage is 8" in lieu of 12", The distance from the garage floor to the underside of the plank is 9' 0" in lieu of 8' -8". NDV-08-Z00Z 03:17PM FRDM-Wensmann Homes 8519053878 T-Z90 P,004/0Z5 F-093 Addenduni No. 1 -3- November 6, 2002 Item No. 11 Sheet 20 At exterior wall section 3/20, the 11 '-1-1/8" dimension bctween'frrst and second level is 11 '_2". At Section 4/20, the precast plank over the garage level is 8" in lieu of 12" and the overall height within the garage is 9' in lieu of8'~8". The distance from the main level precast to the bottom side of the precast above is 10'-2" in lieu of 10'-1-1/8". A~ Stair Section 2/20, the correct riser height is 6.7". Item No. 12 See attached Addendum No.1 dated November 4; 2002 by Steen Engineering relating to response to Minnesota Department of Health. END OF CHANGES Anachments NDV-06-2002 03:18P~ FRDM-Wensmann Homes 6519053678 0' ... 'I r--: r-.'--~~'-'~:'l""-l i i ; I \ I I! I , ;, i ! j', !~ 'I I ~1 I i ; 1 I I! I ~: ~~ I ~i . I I : i i i I I! ~---j ! 1-_ I , 'I . .. : ;: i . .. ~ ~ ~ ! i ; 1 L_. . j .".t."",. I --1' i i ; ~---..._._.._._- ~ .---- -.--.--.- , I i I -ffii $ i . I I-.-J T I i i ..--1--., I .. I I I , ~ f I I i I r-l-, L _.._..............,.,....,.' .... :: I . . ~ '- i I I I II ~ I r -..-.. ...- .. .J.~ P1~--t!t._. F1 (TYP) I i 38"-0. . ! 1 I 100'-0. T-290 P.005/025 F-093 Ii 1 i I i 3 '. " CD DE~::~~~NGS AT SW RETAIL ..._.._..i . 0) ~ BLANCI-IARO ENGINEERINCis 6'U6 WA!I.eURN AvE. 9. RICHAlOLP. MN !1!&4X!l 1"101. ..IZ-...~I FAX "C1-a"~6\ 11IIQlEi9'r c:EIl11P\" .......T ~ ~ IIl.e ...-P''''''' /:IT ". QIIII uNl>" I'l'I' ClIIIIECT I!IIPEJa'o'IeI"Jol _ !WAT I .." "" ~T 1.I=eoI6Et> ..~.. ~ _.l14i ~ OF 'IIC Sf~TE OF ......eoc)T... U ~ ......,A ~~~... 1) lIIIUI.. t:.. B~ f'.E ,=,~n: //-./-t!J 2- .~~..... ~7P*t ~ LAKEFRONT PLA.ZA _1_ Trn.IO ~7RM:TQR _..r>. WE:N~MANN 2002-451 DECK FTGS AT 5LU ~ETAIL WIl!.Vt&1OoI 0 II.... NO.1....' D....TE 1I/0VC:Z ~1laII'" IlICi1e c:w;o Wr3e ~T I <1fJ 2 .....T6 NDV-06-2002 03:18PM FRDM-WBnsmann Hom~s 6519053678 T-290 P.00S/025 F-093 12"-6" 1'..0- 59' ..QU FACE OF 12" BLOCK 1 ~ 12'...0- 8'..9" 1 '..3~ 3'..9" ,1-6" b -' ..,. i I i I I 1 : _-1 5 5' .- ~ - ~ .,' I' "' ~ ~ .- P1 b W36 -' ~ ~ ,. . <I"'" St Cl 0 "' ... ". ....-0 -' ~ .- P1 F1 .- (lYP U,N.O) .. c ..' ~ ...... r--..-----i .............0_... : ,-E ., " ! 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LAK~ONT PLAZA DECK FT65 AT NE IiiET AIL ~MANN 200'-4; ;I.ATJ: Ivai/CIa &l<T 2 CJf' 2 a..T& .......1Cl1l o DMIN WGI! 0k0 UlGe NOV-06-Z00Z 03: 18PI.l FROM-Wensmann Homes 6519053678 T-Z90 P.007/0Z5 F-093 ~. PN~~ ~ O~HDJ& l ~I ,.,- .. _:.... ~ III t\/I{02- :II( r- C'I 0 !t ! I il ~ ~, - ~' - 0 0 ';..c - I- ~ - - - - - :-- r .. ~ x . d) t- 1l 0 ~ ~ 10 w ~ 1ft . IL X . .. ~ 0 0 ~ " '" " ""' '-- - 0 -- . .. M....-.. ~'? ~ L--2- ~ ~ % .. ~'" Q..Z .' ~~ w. ,;- ... )- ~ 3 'Jl -I' ~ 9 3 "fa .. . ~ t- tf'I -<t ~ :>. w 0 at II) en -' CI\ rr.......~ Q..tf'lW ".a~ _9 m NOV-06-Z00Z 03:18PM FROM-Wlnsmann Ho~~s 6519053678 T-Z90 P.008/0Z5 F-093 18....811 8" '.-4 n 10'-011 t=L 3/8 (3 PLACES) WI2 x 50 13/1b II DJA HOlES lTYP J S/8" x I 112" SLOTTED HOU:S (Typ - , PLACES) a" 8M 411 5 SPA A.T 2'-3u . 13'-4" 18'-SII 2'-011 eU 8" 4/' E9 LINTEL FOR lh FT OM DOOR &CALE. 3/5" . 1'.0. 141-211 Pllnx 8x8 f 13'~1I 13/1611 CIA HOLES PL 3/8 PL Inx 14 x 8 W12 x 22 en 5/8" x I 1/2" SLO'TTEC HOLES rrYP.. " Pl-ACESJ 4 5PA AT 2"8".10'-&" 1.3/16" OJA ~L.ES : 811 10" 8" 411 14'_211 4" LINTel FOR 12 FT INT AIC:E CPG &cAL..E, 3/8"' .. I'~" BLA reWARD ENGINEE/iCING ~._- ~- M56 'lV\t' ~ AYE. 5- ~. I"lN &&oqs FlW_ ~~I ~ "-140>>1 I ~T ~~, '*1'\,o0oI_ ~....,..,. ~ CIII ~ "" P-=r ...."IIlDiI ""*' 'NiIJ 1 ... . DL~ ~ ~.-.:. . ~14 ~ ~ 'J\a... CI"''' fIf..,..1 MIINIl:II'.. _~~~-.-.-<I~'ftA ~,~ -..-..... Aa'l'l!: ~1I-2.1...fJZ- __ 'lQ.__ I"\IlCLET' l..AKERIiloNT PLAZA ~~ PQQR u...~ .. IUKN6l"1A"lM ....", 2l:)D2...45 0&.... IQ~ -.no .....- 0 ... YI5a GWCZ> IlIl!IIS c.- :3 IIl.lD NOV-06-Z00Z 03:19PM FROM-Wensmann HDm~s 6519053678 T-Z90 P,00910Z5 F-093 12" . _ :-"'OT ~ IIlI ]I~' t~1llIG OWR ErI!5. I"'t.. 112 . 8 II . 110\I t2J Jd . ." 61l.1::1D · rv Sol" ;II'" .. c" ~T TACIe ~ 8f"'M:E .-L6T1!& .&T z'.- e.1:. r4 'rCIT.-&., ~J S"4'S :z.. In" :II( .." J'LI"("~ l!CIL'" r." ".c. rotlN,. 12" eQCllIEAI'Illl.l :a- ." L1Nra. 161-011 X 81...0'1 O''''EAO GARAGE DOOR .." f1.o1l1CE SIalClC: 'iT&iL, mEAt-r LINTa. ~E4_ ~ Sl'd S N.O~, ~0lI c::cNc. TO OJME , 0'&'1'5 f!IeFOIIE !Iae"Io....~ ~ ~ .9 c! .z: ac:..lI..I:, In" . l'~ It' f"'IIIi!B;A.&T ~ 1Ilf :!V4~ Tl:iP'I"'hoolci ~ NOTEiI AL.LC:ILI c::DNr:. TCI QIIil!E , o..T'& ~ ., _~O"JIIUi l!iIIIOIItlNdi ~ 951'.0" '$ 00 aTEIiL ~ LDCTEL ~ ~'ii' ."IN.. mRG.. tI. ec 16" MIN I!!lII&. .... EICl ~~ ri' BOIC l!IEA~ 11II a- ..~ " LINTEL . INT At(.E LOUvER WI PLANK LAP 8CAL!!. 112" . 1'.0" BLANCI-IARO ENGINEEf/CING .~.'J"r .Ill ~.. ~ ~"'IIE. I!o.. ~c:.IoI'IELP. """ Yo4a P'W. "D"~I l"Qc ''1:J.e6106!61 I _'" ....,... .....T _ _ ..... _.... ItT "'. _ ~ ,.,. JMIET ......_...,.,...T ,." .. CIL.... a.IiI3N8ID 1'- ~- J.-'-'-_~"'_"'.'Ia""_A L,,~"'~.~4'J ~I"l J ~ IJ UftI,.. &. __ PO'" ""1'1 ~D -t-k~ __ tC. ~ ~ LAIC:EI=RCtolT PLAZA -~ OOaR UJltTEl,S ~- WEN6MAHN, II:L ~5 -,.. IQIDIQI -- - Io\lI:!I!I 2 (1/1 ~ IIIImI ..... o - WlW!I NOV-08-Z00Z 03:19PM FROM-Wensmann Hom~s 8519053878 T-Z90 P.010/0Z5 F-093 2$'<,11 13'.tO" 5'-~ 9'-8" 9'_15" 9'~" J41..~ J'~" 1'..0" ,'..oil J"~" Sol ~d. ~ !SOND !SEAM TJF~ ~'-c" '" li'd" 9 . . . BONe g . . , ~NO eSAt'1 SEAt'1 ,,,'oCl> 14'.8" ! CD '. . . FRAMING EL.EYATION ~l:fllC TO S/5-SJ vall '" "-OIl SLANCJ.lAfCO ENGINEERIN6 .~.- . ~,... ~ 'UU'1ILJtII!N A~" IltlQAe..o. "'" !eIoIZ!l PfoI. "1:Wl6ol-4.~1 ~.:.: .~10651 , ...... caII'Pr 1IYT,... ~""~...-Kl .,. \"If! .. ~ ..,. D'*T ...-...cII /I/IG 'lIoI4I' I ." . CIL,. ~ _ .-......-... 'NIl ~ DJ TIo8 .T..~ r;1f'~.. ~ff~-A.~--.~"g -......-...... I"Wda;T L.A1QiiFR0NT PLAZA -,. LfJ-~ f.Oz.,. _ c..., ~ TTn..2 CQIII~ .ll:It ""'" ~,. IQIDf02 :3 200;2.....& ~ DOOIIii! UNTE:L.a lIIBNeN~ ."... Wl!r8 ~ 0 ", 3 - - l.IIISB NOV-06-2002 03:19PM FROM-Wlnsmann Hem,s rJ ,~ .- 6519053678 T-290 P.Oll/025 F-093 12"~4" PILA!lTER ~ 4" t=ACE e~ICK f6E'T'ONDJ 959'-0" 9 -:;.- -3$0,'-011 &- I ' STEEL.. BEAM L.INTEl tLI 12 )If 22 8" MIN. eRG. S. END 1&" MIN eRG. N. END 9 2411x24" PlLA6TEJiiC INTAKE LOUVER e 2411x2411 PILA5Te~ SCALE: 1I4Z" . 1\.0" NDV-06-Z00Z 03:19PM FRDM-Wensmann Ho~es 6519053678 T-Z90 P,Olz/oZ5 F-093 ~C\T' E-:::--~N- -:; .""';..... '.' ~ I,: .,' 0' Dl ENGINEERING INC_ S6S0 North Lilac Drive Brooklyn Center, MN 55430 763-:585.6742 main 763-S8S.&151 ~ Email: 8Il%n@s1cencng.com November 4, 2002 Mr. Corey A. Frain Public Health Bngineer Envirorunental Health Services Section PO Box 64975 . St. Paul, Minnesota. 55164-0975 Re: Lakefront PI82a Prior Lake. MN Plan #030841 Steen #WHl201 Dear Corey: The following responds to the items identified in the Minnesota Department of H~alth Plan Review dated October 16 & 28, 2002: October 16th Letter: Item # 1. Civil Drawings SheetS 1-8 enclosed. 2. Addressed in October 28 letter. 3. Addressed in October 28 letter, Item #1. 4. Addressed in October 28 lener. Item #3. October 28th Letter: Item # 1. Changed waste and/or vent piping sizes. Refer to Addendum #11 Drawings M3.2.l1, M3.2.12 and. M3.2.13, endosed. 2. i:L Changed 3" waste to 4" waste. R~fer to Addendum #1. Drawin~ ML 1.11, el1closed. h_ Chang~d 2" waste to 3" wast~_ Rc!Jf~r to Addendum #1. Drawing Ml.4.11. enclosed. c. Changed 4" waste to 3" waSte. Refer to Addendum #1, Drawing M1.4-11, enclosed. d_ Changed 2" waste up [0 3" wast~ up_ Reter to Addendum #1, Drawing MI.1.1!, enclosed. J)~tignl"g Sensiblr;: CD,~( Effar:tiyt: Solutio"... NOV-08-Z00Z 03:19PM FROM-WenGmann HDm~G 8519053878 T-Z90 P.013/0Z5 F-093 Mr. Corey Frain Steen #WHl201 November 4, 2002 Page #2 3. Changed waste and/or vent piping sizes. Refer to Addendum #1, Drawings M3.2.1 I, M3.2.12 and M3.2.13~ enclosed. 4. Added 2h "ent and 3" VTR to SP-2. Refer to Addendum #1. Drawings MI.!.ll, M1.7.11 and M3.0.1l. enclosed. S. Clarification to island kitaen sinks. Refer to Addendum #1. Drawings M1.6.11 and M3_1.12 (W-6) enclosed. The kitchen sink c1rain diameter was already sized at 2" per Spec:ification Section 15400, R-fixtures, unit kitchens, A. "2" waste, 1 lh" vent, W' cold water and Y:i" hot water." The drawings comply according to Minnesota. Rules, Part 4715.2620, subpart 4. . 6. Added 3" FD with fWmel and vent. Refer to Addendum #1. Drawing MI.l.1l, enclosed. 7. Changed HeW and HW piping si7e. Refer to Addendum #1, Drawillg M1.3.11, enclosed. If you have any qllesnons or comments, please ca.lI. Sincerely, Steen Engineerin~ Inc. ~/~ Kimberly M;t; Mechanical Designer I<M:pah NOV-06-Z00Z 03:Z0PM FROM-Wensmann Homes 6519053678 T-Z90 P.014/0Z5 F-093 S lEEN SNGINEERlNG INC. 5650 North LUIIl: Drive Brooklyn CCIlt<<. MN' S5430 763-585-6742 maiD 763-585-6757 fill: Email: Stm:n@slCcrltnS,~(lm November 4, 2002 ADDENDUM (ADDN) NO. 1 TO PLANS AN)) SPECIFICATIONS FOR: LAKE FRONT PLAZA PRIOR LAKE, MN STEEN #WHI201 The following additions. d~letians, COlI'cctions or clarifications are hereby made to the original plans and specifications, issued October J 0, 2002 and become part of these ConstrUction Documents. Items herein take precedence over items in the plans and specifications. which they modifY or supplement. The main trade concerned with each Addenda. item is primarily responsible, but certain a.ttendant work of odler trades may also be affected. This Contraetor is cautioned that while lhe items specified below are gen~ral, it is assumed that all work required to implement each Addenda item is illclt~ded. DRAWINGS MI.l 1. Rev~sed per Drawings Ml.l.ll (attached). a. Added 2" V piping to SP-2. b. Added 3" FD with funnel in Mechanica1lElectrical Room G-7. c. Changed waste piping sizes. MI.3 1. Revised per Drawing MI.3.11 (attached). a. Changed HW &: .E:lCW piping sizes. M1.4 1. Rc:vised per Drawing MI.4.11 (attached). a. Changed waste piping si2~s. MI.5 1. Revised per Drawing Ml.5.11 (attached.). a. Changed waste piping sizes. Dadgnlng Srm.siblc Ca.s/ l11Teclivre .')nhtriml.'i NOV-06-Z00Z 03:Z0PM FROM-W8nsmann Hom-s 6519053678 T-Z90 P.015/0Z5 F-093 ADDN #1 Steen #WHI20 1 1 ] /04/02 Page #2 Ml.6 1. Revised per Drawing M1.6.11 (attached). a. Added vent clea.rances (0 kitchen sink. MI.? 1. Revised per Drawing M1.7.11 (attached). a. Added 3" VTR to SP-2. M3.0 1. Revised per Drawing M3.0.11 (attached). a. Change Detail #S. M3.2 1. Revised per Drawing M3.2.l1 (attached). a. Changed piping sizes to risers W-l, W-2A and W-3A. 2. Revised per Drawing M3.2.12 (attached). 2. Changed piping sizes to risers W-6, W-7 and W-9A. 3. Revised per Drawing M3.2.13 (attached). a. Changed piping sizes to risers W-IIA and W-13. END OF ADDENDUM NO.1