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808 Great Oaks TrRESIDENTIAL t BUILDINC PERMIT APPLICATION 11 CITY OF EAGAN ???? a9 3830 PILOT 5_ 55122 ? 360' ;9 NewConstructionReaulremaMS RemodeVReoafrReauirements 7-,30-03 • 3 registered site surveys showirg sq. fl of bt sq- R M house; andifl roofed areas . 2 copies M plan (20% maximum bl coverage albwed) • 1 set of Eneigy CalaWtions fw heated addNons id-in-, • 2 wpies of pWn sharirg beam & window stras; poured found design, ek.) • 1 site suney for ezterior addfions 8 decks ??? ? • 1 set of Eneigy Cakulations . IndIpta H horm served by septic system for additions . 3 mpies of T2e Preservatlon Plan H Wt piaGed after 711193 • Rim Jolst Delail Oplions selection sheel (bMgs wilh 3 or less unib) DATE ? JOB SITE IF MULTI•FAMILY BUILDING, HOW MANY UNITS? PROPERTY OWNER STTKL? CELL PHONE # TYPE OF WORK FIREPLACE(S) _ 0_ 1_ 2 APPLICANT PHONE# 412 - $6/-2120 ADDRESS ZIPCODE PAGER # Fax # NEW RESIDENTIAL BUILDING ONLY- FILL OUT COMPLETELY Energy Code Category _ MINNESOTA RULES 7670 CATEGORY 1 (check one) - Residentlal Ventila6on Category 1 Worksheet Submitted - Energy Envelope Calcula5ons Submitted _ MINNESOTA RULES 7672 New Energy Code Worksheet Submitted Plumbing Contractor: _ Plumbing System Includes: Meehanical Contractor: _ Mechanical System Includes: Sewer/Wafer Contractor. _ Water Softener _ _ Water Heater _ No. of Baths Air Conditioning Heat Recovery System VALUIIION ;?L?; o 0 0 2A i, Phone #: Iawn Sprinkler Fee: $90.00 No. of R.I. Baths _ Phone # Ece- 0.00 Phone # All above infotmatlon must be submitted prior to prooessing of application. I hereby acknowledge that I have read ihis application, state that the information is CoRect, a gree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Slgnature of Applleanf ?S Cert'fiicates of Survey Received _ Tree Preservation Plan Received _ Not Required _ Updated 1/01 OFFICE USE ONLY . ? 01 Foundation ? 02 SF Dweiling ? 03 01 of _ plex O 04 02-plex ? OS 03-plex ? 06 OMplex 31 New ?O 32 Addition ? 33 Alteration ? 34 Replacement ? 20 Pool ? 21 Porch (3-sea.) 0 22 Porch/Addn. (4-sea.) ? 23 Porch (screened) ? 24 Stortn Damage ? 25 Misceilaneous ? 30 Accessory Bldg ? 37 Ext. Alt - Multi O 33 Ext. Alt - SF ? 36 Multi ? 35 Int Improvement ? 38 Demolish (lnterior) ? 44 Siding ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair O 37 Dertrolish (Bldg)' ? 43 Reroof ? 46 Windows/DOOrs •Demolition (Entire Bidg only) - Gtve PCA handout to applicant Valuation aa00 TT Occupancy MC/ES System Census Code ?P2 61 Zoning ? Ciry Water SAC Units _QL Stories Booster Pump Nbr. of Units Sq. Ft. PRV Nbr. of Bldgs ? Length Fire Sprinklered Type of Const .1 yyidth REQUIRED INSPECTIONS Footings (new bldg) 'p` Footings (deck) ?_ Footings(addirion) Foundation Drain Tile Roof _ Ice & Water Fina1 pther _ Flamm8 ? Pool ? Ftgs Air/Gas Tesu i Final _ Fireplace _ R.I. _ Air Test _ Final _ Siding Stone Stucco _ Insulation _ Windows (new/replacement) Approved Bywl? _,'Building Inspector Base Fee Surcharge Plan Review MC/ES SAC City SAC Water Suppiy & Storage S8W Permit & Surcharge Treatment Plant Plumbing Permit Mechanical Permit License Search Copies Other Total ? 07 05-plex ? 13 16-plex O 08 06-plex ? 16 Fireplace O 09 07-plex ? 17 Garage O 10 08-plex ? 18 Deck ? 11 10-plex ? 19 Lower Level ? 12 12-plex Plbg_Y or_ N Final/C.O. ? FinallNo C.O. _ Plumbing HVAC ? Address _ s n R r . r a a r n a k q T,- Zip 5512 IA[ I Blk 1 $ub Shaller Addition THESE ITEMS WERE / WERE NOT COMPLETE AT THE TIME OF THE FINAL INSPECTION. Date: 2? I Z^O ? Yes No Inspector: r- Final grade (6" from siding) Permanent steps (garage) Permanent steps (main entry) Permanent driveway Peimanent gas Sod/Seeded grass TraiUcurb damage Porch Basement finish Deck Please ver?'y with the buIIder the removal of roof test caps from the plumbing system and the shutoff of water supply to the outside Iawn faucet before freeze potential exists. Contad engineering division at 681-4645 before working in rightof-way or installing underground sprinkler system. ? White - City Copy Yellow - Resident Copy Pink - Contractor Copy zoos RESIDENTIAL PLUMBING PERnnirAPPUCarioN CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 Please compiete for modifications to existing residential dwellings. Date ( R ! ) ! OW Site Street Address O?Jf? G?t lits Tr L Unit# PropertyOwner Telephone# lephone # -rf,rja) 7?1 71v ? T e Contractor p ? ??,{ ry "l??I?D6 /,li)ShCi??(? Citv State/tt/J Zip Address The Applicant is: _ Owner ? Contractor _Other Septic System _ New _ Refurbished Submit 2 sets of plans and MPC license Includes County fee $ 100.00 Per as-built $ 10.00 Alterations to existing dwelling $ 50.00 _ Add plumbing fxtures. This fee includes installation of a water softener and/or water heater at the same time. !f you are installing onlv a wafer softener and/or wafer heater, do not complete this section; move to the next section and check the appliance(s) you are installing. _Septic System Abandonment _ Water Turnaround (add $130 00 if a 5/8" meter is required) Other: Water Softener ' Water Heater $ 15.00 _ new X replacement Lavun Irrigation _RPZ _PVB _r.ew _repair _re6ui!d $ 30.00 State Surcharge $ 50 Total $ 15"'0 I, hereby apply for a Residential Plumbing Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the plumbing codes; that I understand this is not a permit, but only an application for a permit, work is not to start without a permit and work will be in accordance with the appr ved plan in the event a pian is required to be r iewe and roved. L ?r.. ApplicanYs Printed Name ApplicanYs Signature !S-- -A- .,,J -4-- '--1I 3 q -7 • 2000 BUILDING PERMIT APPLICATION (RESIDENTIAL) ' - cmr oF eacnN 3830 PILOT KNOB RD - 55122 851-681-4875 New ConsfiucHon Reauiremenh ??? I!_e l? Remotlet/Reoair Reaulremenh 5 ? D J reglatered sIfe wrveya thowiny aq. fL of lot sq. fl. of house , 2 copies of plan and gff roofed areas (90% rtcQmum bt covemae atlowedf (p ?' ?0 i se1 of eneryy cdcWallons for heoted addiHOns > 2 coplea of plaru (alww beam 6 wlndow slrss; poured fnd. deslgn; etc.) 1 alte wrvey lor exledor adtliHons 8 decks > 1 sel of eneryy calculaXOns > 3 coples of hee preservatlon plan N lof plaHed after 7/1/93 n DATE: ? ? -00 j CONSTRUCTION COST: "" ?V '? DESCRIPTION?dOF ?RK: U STREET AODRESS: LOT: ? BLOCK: ? SUBD./P.I.D. q: ,Q1fV1 - ^'• Phone I Uo `i 2 PROPERiY OWNER lasf Sheet Addreas: c„y Sfafe: rn? Zip: -T Comoanr Phone #q2t C6 (area code) CoNTRACroR Sheet Address: ?? ?e?e # 13? ?? Cny ??- Stdte: Zip: ARCHITECT/ alx? V? C(? ?•? ENGINEER Companv ?-' Name? Telephonet: (w, ) J?a -' ? _lO nSheet Addre egishaflon 0• CNy 1! State: 00 Zip: S S ^_ Sewer/water licensed plumber (if iristallina sewerlwater): U41 Phone #?---? I herebY acknowledge Ihaf I have read ihis applkaHon. state that fhe Wo is cortecf, and of Minnesota Slafutes and CNy of Eagan Ordinances. v ( Signalure of OFFICE USE ONLY Certificates of Survey Received ? Yes _ No Tree Preservation Plan Received _ Yes - No -:EQ-t-Required L4'1ASbzUo1\ (Y,? a.#-. S -T-,A azQ NAY - 5 with aO applCable SfatE ? BUILDING PERMIT SUBTYPES ? 01 Foundation ? 07 OS-plex ?62 SF Dwelling O 08 06-plex ? 03 01 of _ plex ? 09 07-plex ? 04 02-plex ? 10 08-plex ? 05 03-plex ? 11 10-plex ? 06 04-plex O 12 12-plex wo ?K nrPe ,? 31 New O 32 Addition ? 33 Alteration ? 34 Repair OFFICE USE ONLY , - ? 13 16-plex ? 21 Porch (3-sea.) O 31 Ext Alt - Muiti ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ext. AR - SF 0 18 Deck ? 23 Porch (screened) ? 36 MuRi ? 19 Lower Level ? 24 5tortn Damage PIDg _Y or_ N O 25 Miscellaneous ? 20 Pooi ? 30 Accessory Bidg. ? 36 Move Bldg. ? 43 Reroof ? 37 Demolish (Bldg)' ? 44 Siding ? 38 Demolish (Interior) ? 45 Fire Repair ? 42 Demolish (Foundation) ? 46 Windows/Doors " Give PCA handout to applicant for demolition permit GENERAL INFORMATION SAC Code 0 ? No. of Units No. of Buildings Const. (Actual) viv (Allowable) Al UBC Occupancy -3 -? Zoning R-1 # of Stories ? sQ• ft• Length 1 S q sq. ft. Width )2,t Footprint sq. ft. Basement sq. ft. 6 r ti ? Census Code Main level sq. ft. j3=y4f MC/ES System ?,, sq. ft. J 3lY City Water 3c,?? ?. a sq. ft. 33E Booster Pump PRV Fire Sprinklered MISCELLANEOUS INSPECTIONS ? Stucco/Stone 6/H7 11) t APPROVALS Planning Building ? Engineering Variance Permit Fee Valuation: $qo ?"QfID Surcharge Plan Review p e? ? J?1, 2 G G License ? MC/ES SAC X l S23) SSO City SAC WaterConn. L16 27 ?2s WaterMeter ?3N,?ti2 y3`IY r$?? - 4 Acct. Deposit S/W Permit {, 33 S,j3 c ?I U, us0 S/W Surcharge Trea t t PI 3 ly .? / 6 ?"? a), o z y Park Ded Trails Ded. Other Copies ToWI: ? y T:T SAC Units % SAC FROM i= FRX N0. : May. 02 2800 16:23A'1 •P2/3 r-A 1 T.u1JV1\ "19 VyYg Y NY??? t /owhiR _ iC*AtA.e-R RESiDC&1C-& SITE ADURE5S CKZ4 C?EAT? GYNY5 I ?. _ oar 5-1-00 sPAyE 9S2-4"-414%t8 cor+rRACTaa ???JREEYpR f Datae-aine rwrkinq square foabge of each. 1. Total expased wa11 ara .....'. Sq. ft. x 1. Total roof/cailing araa ...... Ce q 3 sq. ft x? ? Total expased' rail a'rea a6ove flaar s 0057 _ ! a. Total wa'It Winda+ area ........................... b. Total door area ................................ c. Total s1ldinq gtass daar area .......?....... d. Tata 1 ?iq arsa. ?s:!?Ar'? P• .......... e. Total waTl fraining rea (avarage ........ f. Total net xatl area abova floor ................. g. Total rim jafst area .......... •••...... •••...... Total ezpased famdation area ¦ '7'J5 h. Total foundaticn rindaw area...........:......... 42 1. Taat net foundatiat area abvve grade ...?........ _'7?? detes:titt@ "U" velue at eaeh wall segmertt. . i a.?I`721 X "U" ?' 3. 41.? 12-% ? X MV~ y I 1oa-110 _ r.: (? laP •? •Uw a? ...r r x MUM 'Q y X @. ,?.._.. "V" f?09' f. fi q 7 3 X "u" o. 04-S_ ° 13. $ ?. ? Z Huq x „Uw t . y, s x "v" ? •? ` .---?3', 3• •??.??????I???????????.11??????-Totai •? . .sa t? • D -u have 9s the same as, ar lass _`+an t??:s #i, v ret :,`•? ?Kt-'+? ;j f:s;? f1 a= <.=C'=_uG5(c12. FROM : .? ' FAX N0. : May. 02 2000 10:24AM P3/3 Total exFdsed rvoi/cailing area • !v?`13 J. Total skyl igh't arsa ............................. k. Total roof/ceiltng framing area (avera9$ jd%?•••._.,_ t. Total net insulat2d raof/cslling are3........... 5 oetermine "tl" value fqr eatn rvofi/cailing xsgmene. 1. .. X w•,b ? Y r ?? V k. X"U" 024 + I4.aro I: 55'7A- x °uu 4.........ee...re..... Total If Lota1 of M is the same as, ar less than jY, you havm met the intant of S3C 6006(G}1. Altartratr BuiTdirtg Envelcpe Qeslgn 7a ntil9zs the total envelape systsm raathad, the vayues estabiished by the sum ef i Leurs 13 and. J4 shal ] not he qreaur than the sLM a1' t tems 11 ar,d !Z. ? . + z. y 3. ' i' 4. ¦ / ; 1 x' SHALLER RESIDENCE PROJECT MANUAL ARCHITECTURAL AND ENGINEERING SPECIFICATIONS AND DETAILS JAMES 1VIcNEAL ARCHITECTS l? APItIL, 19, 2000 ? ?r? ? q- SHALLER RESIDENCE PROJECT MANUAL INDEX JAMES McNEAL ARCHITECTS SPECIFICATIONS SECTION DIVISION 1.0 DIVISION 2.0 DIVISION 3.0 DIVISION 4.0 DIVISION 6.0 DIVISION 7.0 DIVISION 8.0 DIVISION 9.0 DIVISION 10.0 DIVISION 11.0 DIVISION 15.0 DIVISION 16.0 GENERAL SITEWORK CONCRETE MASONRY WOOD MOISTURE AND TFERMAL CONTROLS DOORS, WINDOWS, AND SKYLIGHTS FINISHES SPECIALTIES EQUIPMENT MECHANICAL ELECTRICAL DRAWING SECTION PAGE 3 PAGE 4 PAGE 6 PAGE 8 PAGE 9 PAGE 11 PAGE 13 PAGE 14 PAGE 14 PAGE 14 PAGE 14 PAGE I S C1.0, SITE PLAN Ll LANDSCAPE PLAN (BY DAMON FARBER ASSOC. ) L2 LANDSCAPE PLAN (BY DAMON FARBER ASSOC. ) A1.0 LOWER LEVEL PLAN F 1.0 FOUNDATION PLAN Al.l MAIN LEVEL PLAN Fl.l MAIN LEVEL FRAMIING PLAN A1.2 ROOF PLAN 171.2 ROOF FRAMING PLAN A2.0 EXTERIOR ELEVATIONS A3.0 WALL SECTIONS A3.1 BUII.DING SECTIONS A3.2 BIJII.DING SECTIONS A4.0 DETAILS A4.1 DETAII,S A4.2 DETAII,S ASA LOWER LEVEL REFLECTED CEILING PLAN A5.1 LOWER LEVEL REFLECTED CEILING PLAN S1 STRUCTURAI_ SPECIFICATIONS & DETAILS SHEETS ARE PART OF THIS SET OF CONSTRUCTION DOCiJMENTS BUT ARE 36" X 48" IN SIZE TfEREFORE NOT ATTACHED TO THIS PROJECT MAN[JAL. r ? 1. GENERAL A. SCOPE 1. ALL REQUIItEMENTS OF DIVISION 1. GENERAL REQiJIItEMENTS SHALL APPLY TO ALL OTfER DIVISIONS UNLESS NOTED OTI-IERWISE. 2. FUTURE EXPANSION: THIS PROJECT IS NOT DESIGNED FOR FUTURE EXPANSION. B. DRAWIATGS AND SPECIIICATION 1. THESE PLAN AND SPECIFICATION DOCUMENTS ARE IId7'ENDED FOR USE ONE 1TME ONLY, AT ONE SITE ONLY. ANY ADDTI'IONAL USE OR REPRODUCTION WITHOUT THE WRITTEN PERMISSION OF THIS OFFICE IS FORBIDDEN. CHANGES TO PLAN AND SPECIFICATION DOCUMENTS Suar.T" BE MADE ONLY WITH APPROVAL OF TEDS OFFICE. 2. IN THE BEST INTEREST OF THE CLIENI' °.ND IN ORDER TO PRESERVE DESIGN INTEGRITY AND ECONOMIC EFFICIENCY, TIIESE DOCUMENTS ARE A DESIGN-BUII,D SET, GIVING EQUAL AUTHORITY TO TfE GENERAL CONT1tACTOR, STI'E SUPERVISOR, AND ARCHITECT IN MAKING DECISIONS. THERFORE, TfESE PLANS HAVE THE REQUISITE DRAWINGS AND WRITTEN MATERIAL TO CONVEY THE DESIGN INTENT OF THIS PROJECT. IF MORE DRAWINGS OR EXPLANATIONS ARE NECESSARY, THE SITE SUPERVISOR SHAL BE CONTACTED FOR ADDTI'IONAL INFORMATION. SITE SUPERVISOR AND ARCHITECT SHALL WORK IN TANDOMTO ADDRESS SPECIFICS AND DETERMINE WHETfER'I'HIS FIRM NEEDS TO PROVIDE ADDTITONAL DRAWINGS, SPECIFICATIONS, OR ON-SITE DIRECTION. THE INTENT BEING TO CREATE A DESIGN TEAM BETWEEN ARCHCI'ECT, BUIDER AND CLIENT. 3. REFER TO GENERAL STRUCTURAL NOTES ON SHEET S i FOR F[IRTfER INFORMATION. CONTRATOR TO THE MOST RESIRICTIVE LANGUAGE. 4. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR ALL APPLICABLE INFORMA'I'ION FROM A COMPLETE SET OF CONSTRUCTION DOCUMENTS. THIS SHALL INCLUDE BUT NOT BE LIMITED TO: a. GENERAL ARCHTI'ECTURAL AND STRUCTURAL SPECIFTCATIONS SHEET. ADDI1'IONAL PLAN NOTES AND DETAILS FOUND ON INDIVIDUAL PLAN SHEETS. 5. ALL CONTRACTORS SHALL EXAMINE ALL DRAWINGS TO DETERMINE I,OCATIONS AND DIMENSIONS OF ANY AND ALL CHASES, INSERTS, OPENINGS, SLEEVES, DEPRESSIONS AND/OR OTHER PROJECT REQUIItEMENTS. 6. ALL CONTRACTORS SHALL FIELD VERIFY ALL EXISTING AND NEW CANDITIONS, MATERIALS, ELEVATIONS, DIMENSIONS, WINDOW SIZES, ETC. ANY DISCREPANCIES, INADEQUACIES OR OMISSIONS SHALL BE IIvib1EDIATELY REPORTED TO THIS OFFICE. CONTRACTOR SHAI.L RESOLVE SAID ISSUE(S) WITH ARCHTI'ECT BEFORE PLACING ORDERS FOR MATERIALS OR CAMMENCING W1TH AFFECTED CONSTRUCTION. 7. GENERAL CONTRACTOR SHAI.L SIIvfII.ARLY EVALUATE ANY REMODELING PLANS, OR RE-IISE OF EXISTING MATERIALS AND REPORT ALL FINDINGS TO THIS OFFICE BEFORE CONSTRUCI'ION PROCEEDS. 8. ALL PLAN DIMENSIONS ARE TO EITHER FACE OF WALL STUDS AND TO FACE OF MASONRY FOUNDATION (UNLESS NOTED OTHERWISE). -WRITI'EN DIlvIHNSIONS TAKE PRECEDENCE OVER SCALED DIlv1ENSIONS. -PLAN DIIvfENSIONS SHALL BE FIELD VERIFIED FOR ALL FINISH WORK WHICH MUST BE FITTED TO OTfER CONSTRUCTION ALREADY IN PLACE. 9. BUII.DING CODE: UNIFORM BUII.DING CODE 1997 EDITION WI'I'H MINNESOTA AMENDMENTS SHALL BE THE MINIMUM REQUIRENIEIVTS. r .. C. 10. DESIGN IAADS AND DEFLEC'I'ION CRITERIA: a. IJ360 LIVE LOAD DEFLECTION FOR ROOF ELEMENCS b. IJ480 LIVE LOAD DEFLECTION FOR FLOOR ELEMENTS. c. ROOF LIVE LOAD (INCREASED AT AREAS OF SNOW ACCUMULATION) 40 PSF d. ROOF DEAD LOAD (SUPERIlvIPOSED) 15 PSF C. FLOORLIVE LOAD 40 PSF f. DECK LIVE LOAD (INCREASED AT AREAS OF SNOW ACCUMULATION) , 60 PSF g. FLOOR AND DECK DEAD LOAD 15 PSF FLOOR SHEATHING OS PSF FLOOR FRAMING 03 PSF FLppgING 02 PSF MISC. & MECH/ELEC. OS PSF STONE FINISH ON GYP-CRETE 35 PSF (ADDTTIONAL DEAD LOAD WHERE NOTED) GARAGE LIVE IAADS UNIFpgM 50 PSF CONCENTRATED (SEE CODE) 2>000 P h. GARAGE DEAD LOADS (CONCRETE PLANK NOT APPLICABLE) i. GLASS CURTAIN WALL MAXIMUM DEAD LOAD 15 PSF j. WIND LOAD (DESIGN BASIC WIND SPEED EXP. B) 80 MPH k. LATERAL RAII,INGS AND GUARDRAII.S 25 PSF 1. CONCENTRATED LOADS FOR HANDRAIL 200 P M. (APPLIED AT ANY POINT IN ANY DIltECTION ) n. LATERAL SOIL PRESSURE (EQUNALENI' F1-UID PRESSURE, AT REST PRESSURED-TOP OF WALL RESTRAINED) o. LA7'ERAL SOII, PRESSURE (EQUIVAI.ENT FLUID PRESSURE)OF CANTILEVERED RETAINING WALLS 40 PCF p. LATERAL SOII. PRESSURE (EQUIVALENT FLUID PRESSURE) STRUCTURE AGAINST SOIL (PASSIVE PRESSURE) 300 PCF QUALII'Y OF WORK AND MATERIALS 1. GENERAL CONTRACTOR AND/OR OWNER SHALL BE RESPONSIBLE FOR CONSTRUCT'ION MEANS AND METHODS, CODE COMPLIANCE AND GENERAL CONSTRUCTION INTEGRITY. a. TfE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL APPLICABLE PERMITS, INCLUDING CONDITIONAL USE PERMITS, VARIANCE PERMITS, ETC., AND GUARANTEE THAT HIS SUBCONTRACTORS HAVE OBTAINID ALL OF TfEIR APPLICABLE PERMITS. b. ALL WORK AND MATERIALS SHALL COMI'LY WITH APPLICABLE . CODES, ORDINANCES, AND LABOR LAWS, AND SHALL BE IN ACCORD WITH GENERALLY ACCEPTED STANDARDS OF GOOD PRACTICE. c. . ALL INSPECTIONS AND TESTING SHALL MEET TfE MINIIvfUM Tf]E GENERAL CONTRACTOR SHALL VERIFY TfE INSPECTION REQUII2EMENT5 WITH TfE BUII,DING OFFICIAL DURING TfE BUII.DING PERMIT DOCUMENT REVIEW. d. TfE STRUCTURE SHALL BE ADEQUATELY BRACID AND SHORED AGAiIVST WIND, LATERN. SOII. PRESSURE AND CONSTRUCTION IAADS DURING ERECTION. STRUCCURAL MED4BERS ARE DESIGNED FOR "IN PLACE" LOADS. C. TfE GENERAL CANTRACTOR SFIALL PROVIDE ALL PERII. AND GENERAL LIABII,ITY INSURANCE ADEQUATE FOR TOTAL IASS OF STRUCTURE (AND PERIPHERAL COSTS) tTNTII. COMP1-E'CION OF PRO7ECT. 2. PRODUCTS SHALL BE HANDLED AND INSTALLED IN ACCORD W1TH MANUFACTURER'S RECOMiv1ENDATIONS FOR OBTAINING BEST RESULTS. 3. SUBST112TI'ION OF SPECIFIED TTEMS SHALL BE MADE ONLY AFI'ER ARCHITECT'S OR OWNER'S APPROVAL. a. VERIFICATION OF SPECIETTED TI'EMS AS "APPROVED EQUAL" SHALL COME FROM STRUCTUiZAL ENGINEER OR ARCHI'I'ECT. b. ALTERNATES THAT ARE NOT SHOWN ON TI-IE DRAV?INGS OR REQUESTED IN TfESE SPECIFICATIONS MAY BE SUBMITI'ED FOR REVIEW PROVIDID THEY ARE SUBMITTED WIT'H SPECIFTCATIONS, DRAWINGS (AND CALCULATIONS FOR STRUCI'URAL ITEMS). THE SUBMITI'AL MUST SHOW TfE EQUIVALENCY OF TFE ALTERNATE TO'I'I-IE GIVEN ITEM AND MUST BE APPROVED BY TfE ARCHITECT/ENGINEER c. ITEMS INDICATED AS EITTIER OPTIONAL (OPTJ OR ALTERNATE (AL1) SHALL BE BID SEPARATELY AND SO NOTED. FINISHES AND COLORS TO BE SELECTED BY OWNER UNLESS OTfERWISE NOTED. 4. REFER TO GENERAL CONTRACTOR AND/OR OWNER FOR VERIFICATION OF Ai.i. MATERIALS NOT SPECIFICALLY NOTED. z. srrEwoRK A. CLEARING 1. CLEAR ONLY AS REQUIItED FOR CONSTRUCI'ION AND AS APPROVED BY OWNER AND LANDSCAPE ARCHITECT. 2. PROTECT FROM DAMAGE ALL TREES AND OTFER LANDSCAPE ITEMS TO REMAIN. PROVIDE CANTIN[JOUS FENCING AT THE PERIMETER OF SAID ITEM'S DRIPLINE OR AS DIItECT'ED BY LANDSCAPE ARCfII'fECT. B. EROSION CON1'ROL 1. CON'IRACTOR TO PROVIDE FOR NECESSARY EROSION CONTROL SII,T FENCES AND REQUIItED PERMIT. C. POOL AND POOL EQUIPMENT 1. DESIGN AND CONSTRUCTTON TO BE COORDINATED BY POOL CONTRACTOR TO CONFORM TO THE MINIMUM REQUIItEMENTS OF CURRENT STATE AND M[JNICIPLE CODES GOVERNING TI-IE CONSTRUCTION OF POOLS AND RELATED EQUIPMENT WITH APPROVAL OF LANDSCAPE ARCHITECT. 2. POOL CONSTRUCTION SHALL BE CONSTRUCTED ON ENGINEERED COMI'ACTED FILL DUE TO THE ELEVATION OF POOL DECK 3. PROVIDE FENCING AROUND POOL IF REQUIRED. MINIMUM BLACK VINYI. COATED CHAIN LINK AT PERQv1ETER W/ OPTIONAL D. EXCAVATION 1. FOOTINGS TO BEAR ON UNDISTURBED SOIL OR ENGINEERED COMPACTED FILL E. FOOTINGS & FOUNDATIONS 1. NO GEOTECHMCAL REPORT HAS BEEN REVEIWID FOR THIS PROIEGT. 2. THIS OFFICE ASSUMES THAT THE SOII, BEARING CAPACITY OF THIS SIT'E IS 1500 PSF. 3. STRUCTURAL ENGINEER AND THIS OFFICE SHALL BE NOTIFIED IMIv1EDIATELY IF THE SOII, CONDTl'fONS ARE FOUND TO BE DEFICIENT. 4. GRANULAR FII.L SHAI.L BE COMI'AC'I'ID TO A DENSITY OF 951/o, OR AS DIItECTED BY SOII,S ENGINEER F. BACKFII.LING 1. TYPICALLY, BACKFII,L FOUNDATIONS WITH AVAILABLE, WELL-COMPACTED, GOOD QUALITY, NON-FROZEN FILL AFTER LATERAL SUPPORT IS IN PLACE. COURTYARD BACKFII.L SHALL BE 50-50 MIX OF SAND AND GRAVEL. 2. LATERAL EARTH PRESSURE USID FOR DESIGN PURPOSED SHAI,L BE AS IDEN1'IFIED IN DESIGN IAADS, DIVISION 1.B.10. 3. FOUNDATION WALLS W1TH FII.L ON BOTH SIDES SHALL BE BACKFII.LED SIMULTANEOUSLY SO AS TO PREVENT OVERTURNING OR LATERAL MOVEMENT DURING BACKFILLING AND COMPACTION. G. GRADING 1. FINISH GRADE ELEVATIONS AS INDICATED ON DRAWINGS AFI'ER VERIF]'ING WITH EXISTING STI'E CONDITIONS AND SURVEYOR/LANDSCAPE ARCHITECT. a. SLOPE FINISH GRADE AT 1/2" NIINIMUM PER FOOT AWAY FROM BUII,DING AMMM[JM DISTANCE OF 6', AND GRADE CONSTRUCTION AREA AS REQUIRED TO PREVENT SURFACE WATER PONDING. b. AL-I.OW FOR 2" TOPSOIL TO BE 6" MINIMUM BELOW NON-TREATED WOOD. H. PAVING 1. 4" CLASS 5 CRUSHED ROCK OVER 4" x 2-1/2" RID ROCK (DRIVEWAI) S1TE VERIFY DESIGN ADEQUACY. 2. TWO LIFTS OF 2" BITUMINOUS PAVING OVER 4" CLASS 5. VERIFY AREA. 3. 2 114" BRICK PAVERS ON 8" CLASS 5 AND 1" SAND AT COURT YARD AND PARKING AREA OR AS SPECIFIED BY LANDSCAPE ARCHiTECT 4. 4" CONC. SLAB OVER 4" CLASS 5(6" REINF. GARAGE APRON ) 5. EXTERIOR CONCRETE SLABS FOR PATIOS, WAI.KS AND STEPS (ALSO SEE CONCRETE DMSION 3 TO HAVE E?POSID AGG. UNLESS OTfERWISE NOTED ON "SITE PLAN" DRAWING. 6. OPTIONAL STONE ENTRY LANDING AND WALKS 7. PORCA PAVERS TO BE -`WAUSAU' STONE SET ON ADNSTABLE CHAIILS FINAL STONE THICKNESS AND SIZE TO BE DETERMIINED I. LANDSCAPING I. TYPICALLY NOT INCLUDID IN THIS CONTRACT, HOWEVER, VERIFI' ALL LANDSCAPING AND ANY LANDSCAPING SPECIAL REQUIREMENTS WITH LANDSCAPE ARCHITECT FOR COORDINATION OF WORK SUCH AS (INQ,UDED) RETAINING WALLS. J. EARTHWORK COSTS 1. ALL COSTS INCLUDING BUT NOT LIlMrTED TO 11'EMS 2.A. THItU 2.G. ARE INCLUDED IN BASE BID. 2. UNFORSEEN COSTS ASSOCIATED WITH SOII. CORRECTIONS, IF ANY, ARE NOT INCLUDED AND SHALL BE PAID FOR BY OWNER VIA CHANGE ORDER K RETAINING WALLS 1. WALLS NOT INTEGRAI. WITfi TfE BUII.DING'S FOUNDAT'fON AS REQUIItED AND AS SHOWN ON PLANS SHALL BE ROCK FACE MASONRY UNI'f RETAINING WALLS BY `KEYSTONE' OREQUAL, INSTALLED WITH DRAINI'ILE, FII,TER FABRIC, AND ENGINEERED FILL.AT POOL AND REAR PATTO 2. VEWF'Y DESIGN DETAILS. COLOR AND TYPE TO BE SELECTED BY LANDSCAPE ARCHITECT, APPROVED BY OWNER AND ARCHITECT L. LANDSCAPE LIGHTING DESIGNED BY LANDSCAPE ARCHTfECT 3. CONCRETE A. GENERAL 1. CONCRETE DESIGN PARAMETERS AND RELATED DESCRIPITONS MATERIALS ARE AS INDICATED ON SHEET Sl 2. CONCRETE MDC DESIGNS: -SUPPLIED BY: CONCRETE SUBCONTRACTOR -PREPARED BY: INDEPENDENT TESTING AGENCY. -REVIEWED BY: STRUCTURAL ENGINEER -WI-IEN: PRIOR TO CONCRETE PLACEMENT. -MISC.: GENERAL CONTRACTOR TO OBTAIN FOR REVIEW. 3. REINFORCEMENT -- Fy=60,000 PSI ASTM A615 4. WEI.DED WII2E FABRIC------Fy=65,000 PSI ASTM A185 5. FIBER REINFORCEMENT----COLLATED FIBRILLATED VIItGIN POLYPROPYLENE FIBROUS REINFORCEMENT MEETWG ALL REQUII2EMENTS OF ACI 544-R, ADDED TO THE MGY AT THE BATCH PLANT. THE CONCRETE MIX DESIGN SHALL REFLECT THE INCLUSION OF FIBER REINFORCIIvIENT. B. FOOTIINGS 1. UNLESS NOTED O'IT3ERWISE ON PLANS, SIZE OF STRIP FOOTINGS TO BE 20"X10" AT ALL 12" WALLS AND ALL PERIlv1ETER HOUSE FOUNDATION WALLS. SIZE TO BE 16"X10" AT 8" FOUNDATION WALLS AND INTERIOR BEARING WALLS. THESE SIZES ARE FOR FOOTINGS UNDER CONCRETE BIACK FOUNDATION WALLS AND MUST BE VERIFIED BY THE CONCRETE CONTRACTOR IF POURED CONCRETE W ALLS ARE SPECIF'I'IED. SIZE TO BE 24"X10" FOR FOOTINGS UNDER WALLS SUPPORTING CONCRETE SLABS ABOVE GRADE 2. REINFORCING FOR STRIP FOOTINGS TO BE 245 CONT. IJNI.ESS OTfERWISE NOTED ON DRAWINGS. SEE FOUNDATION WALL REINFORCING IN SECTION 4 BELOW. 3. SIZES OF PIER FOOTIINGS TO BE AS NOTED ON FOUNDATION PLAN AND PER FOOTING SCHEDULE ON SHEET S 1 4, ALL FOOTINGS SHAi.L HAVE SIZE, QUANTITY, AND SPACING OF DOWELS AS RECOMRMNDED BY ACI STANDARDS 318 AND AS DICTATED BY VERTICAL WALL REINFORCING LOCATIONS SPECIFIED ON SHEETS FI.O AND OR Sl 5. ALL FOUNDATION WALLS AND/OR COLUMNS SHALL BE CENTERED ON FOOTINGS BELOW UNLESS NOTED OTI-IERWISE. C. SLABS ON GRADE 1. IN'CIItIOR APPLICATIONS SHALL BE 4° THICK, UNREINFORCED. GARAGE SLABS AND OTHER EXTERIOR APPLICATIONS SHALL BE 4" THICK, REINFORCED. (SLOPE TOWARD GARAGE DOORS OR FLOOR DRAINS, OR PERPLAN. ) 2. BASE TO BE 4" COMPACfED GRAVEL, CRUSHED STONE OR GRANULAR FII,L. 3. REINFORCING TO BE AS NOTED ON DRAWINGS W1TH MINATUM "I'O BE 6x6x10/10 W WM FOR INSTALLATION OF RADIANT FLOOR TCTBING. 4. FINISH TO BE STEEL TROWEL FOR INTERIOR SLABS. ROUGH BROOM - FOR EXTERIOR SLAB FINISH 5. MOISTURE BARRIER TO BE 6 MQ. POLYETIiYI.ENE DIRECTLY UNDER ALL IlV'CERIORSLXBS.- ALL JOINTS TO BE LAPPID, SEALED AT1D TAPED. PROVIDE 2- LAYERS'/, EXTRUDED POLYSTYRENE AT ALL RADIANT FLOOR 6. EX1'ER10R SLABS TO SLOPE AWAY FROM HOUSE. PROVIDE MEMBRANE FLASHING BETWEEN CONCRETE AND WOOD. D. EXTERIOR FOOTING DRAINTII.E SEE 7.A.3 1. TO BE 4" PERFORAI'EDFL.EXBLE PII'E PITCHED,(OPTIONAL PVC PIPE ) TO "DAYLIGHT" OR M[JAIICIPAL STORM DRAIN SYSTEM AS REQUIRID B1' SITE CONDITIONS. PLACEMENT TO BE BII.OW FI.OOR ELEVATION. COVER WITH GRAVEL T'O DEPTH OF 1' AND COVER GRAVEL WI'fH F?-TER FABRIC WRAP BEFORE BACKFII.LING PROVIDE SEPERA'IE IAOP FOR LOWEST pLppR, (LOWER LEVEL BAR FI.OOR SLAB ). 1. STRUCTURE OF SLABS TO BE SPANCRETE, OR EQUAL, PRECAST CONCRETE PLANKS. MAN[JFACTURER TO PROVIDE CER7'IFICATION WHEN REQUESTED OF STRUCTURE WHICIi T'NST MEET APPROPRIATE DESIGN IAADS INCLUDING CONCEN71tA'TED LOADS OF 2000 LBS. WHEN USED FOR GARAGE FtAOR 2. TOPPING TO BE NON-STRUCTURAL> SEPARATID FROM_TIIE PLANKS BY A MEM6RANE WATERPROOFING (SEE SEC'IION 7) AND 1'U BE CONCRETE OF 2^ MINIMUM THICKNESS. TOPPING SHAI.L TAPER FROM 6" TO 2" AT THE GARAGE DOORS OR FLOOR DRAINS, PER PLAN. F. SEALANTS 1. EPOXY SEALANT FOR ALL UNFII`IISHED CONC. SLABS (GARAGE, STORAGE, MECH.ROOMS ). 4. MASONRY A. CONCRETE MASONRY UNTI' (CMU) FOUNDATION WALL SEE SHEET Sl 1. (ALT POURED CONCRETE CMiJ Tl'PE TO BE NON-MODULAR (FULL HIGH) WI'I'H SIZE AND COURSING AS NOTED ON FOUNDATION PLANS. 2. MASONRY IS DESIGNED USING "UNINSPECTED VALiTES. 3. PROVIDE VERTTCAL REINFORCIIVG BARS AT SPACING AND LOCATIONS AS NOTED ON FOUNDATION PLANS AND AS NOTED HIItE. VERTTCAL #5 BARS 4. AT 48"O.C.TYP. U.N.O. VERTICAL REINFORCING TO BE CONTINUOUS IN EMBE'DDID 6" INTO BOND BEAMS, LAPPING FOOTING DOWELS AND POSITIONED IN CMU CORE OPPOSTI'E TO SIDE OF BACI4ZI.L. 5. PROVIDE 112" DIAMETER WOOD FRAMING ANCHOR BOLTS OR APPROVED EQUAL) AT 4'-0" O.C. AND WITHIlN 1'-0" FROM EACH END OF ALL PT 2x6 WOOD FRAMING BEARING PLATES. 6. PARGING TO BE AS REQUIRED TO PROVIDE SMOOTH SURFACE FOR WATERPROOFING OR DAMPPROOFING SPECIFIED IN DMSION 7 BELOW. B. GLASS BLOCK i7NI.ESS NOTED OTFF-RWISE TO BE; C. STONE VENEER 1. STONE SELECTION TO BE DETERMINED W/ FINAL SELECTION BY 2. STONE BASE TO BE 4" HIGH SPLTT FACE ALTERNATING W/ 8" HIGH HONID FACE(BOTH NOMINAL ). STONE SII.LS AND LINTELS TO BE SPLIT FACE AT ALL EXTERIOR WINDOWS AND OVER GARAGE DOORS. INI'EGRAL PLANTER WALLS TO HAVE 4" HIGH SPLIT FACE CAP. PROVIDE DRIP CUT TYPICALLY, SEE DETAII,S 3. SEE DRAWING SHEETS FOR ADIITONAL NOTES AND DETAII.S. 4. INSTALLATION SHALL INCLUDE ADNSTABLE T7ES, WEEP ROPES, MEMBRANE FLASHING, AND "MORTAR NET", OR EQUAL,TRASH MORTAR DEVICE. D. STUCCO 1. INSTALL FELT, EXPANDED METAL LATH, AND CONVENTIONAL STUCCO SYSTEM W/ MEN. THICKNESS TO BE'/." ACCORDING TO PLANS AND CURRENT STANDARDS OF TfE LATHING AND PLASTERING BUREAU 2. VERIlFY COLOR(S) AND TEXTURE(S) W/ OWNER 3. "DRYVIT' FINISH COAT ON TOP OF CONVENTIONAL SCRATCH AND BROWN COATS.COLOR TO BE SELEC'IBD BY ARCHITEC"I' 4. SNCCO ]UNCTIONS WITH EXISTING STUCCO OR NON- STUCCO MATERIALS SHALL USE JOINT ACCESSORY. a. ENTIRE PERIMETER OF OPENWGS SUCH AS CLAD R'IAIDOW FRAMES OR WOOD WAIDOW TRIM, CLAD DOORFRAMES OR WOOD DOOR TRIM, ETC., SHALL HAVE 1/4" GAP FOR ROD AND CAULK .. (SEE DMSION 7). GAP SHALL BE CREATED BY A TAPERED REMOVABLE SCREED DEVICE. b. CONTINUOUS EDGES OF STUCCO SHALL'I'ERMINATE INTO STUCCO "J" BEAD WFIEREVER Tf ABUTS EXISTING OR DIFFERENT WAi-L MATERIAL. CREATE'/P GAP FOR ROD AND CAULK (SEE DIVISION 7) 5. 6. METALS A STRUC'TURAL STEEL DESIGNED BY McSHERRY GROUP, SEE FRAMING PLANS AND GENERAL STRUCTURAL NOTES 1. ALL BEAMS, COLUMNS, CONNEC'1'ORS, CONNECTIONS, ETC., SHALL BE DESIGNED BY FABRICATOR/SUPPLIER OR HIS QUALIFIED AGENT. B. RAII.INGS EXTERIOR SPIItAL STAIRS AND DECK RAII.. 1. MATERIALS SHAI,L BE ALUMII`1UM PLATES WITH SHOP-PAINT'ED FINISH. STAIlt TO DIAMOND PLATE TREADS(SEE DRAWINGS FOR ADDI1'IONAL NOTES AND DETAII.SJ C. RAII,INGS INTERIOR TO BE BRUSHED STAINI.ESS STEEL RODS W1TH CLEAR FINISH WOOD A. ROUGH CARPENTRY 1. DESIGN VALUES BY THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUGTION-LATEST EDITION AND TI IE UNIFORM BUII.DING CODE, ADOPTED EDiTION. a. GRADING SHALL BE ACCORDING TO AMERICAN LLTMBER STANDARDS, WESTERN WOOD PRODUCTS ASSOCIATIONS OR SOUTHERN PINE ASSOCIAT[ON. EACH PIECE OF YARD OR STRUCT[IRAL LUMBER TO BEAR OFFICIAL GRADE MARK OF APPROPRIATE INSPECTION BUREAU OR ASSOCIAI'ION. b. NAILING SHALL BE IN ACCORDANCE WITH TIIE U.B.C., AS A MINIMUM, OR AS REQUIRED BY THE DRAWINGS. SPACE NAILS TO AVOID SPLITTING. NAILS SHALL BE CLINCHED. c. ALL MEMBER SIZES GIVEN ON PLAN ARE NOMINAL DIlNENSION. 2. ALL LUMBER 2x12 AND SMALLER TO BE KII.N DRIED TO 19%. 3_ "TRD" (I'READED ) WOOD MEMBERS TO BE CCA PRESSURE TREATED TO.60 WHERE IN CONTACT WITH THE GROUND AND OTHERWISE TO BE.40 RETENTION. 4. DIlv1ENSION LUMBER SHAI,L BE HEM-FIli #2 OR BEITER, Fb=1150PSI MIN. OR FOR JOISTS AND RART'ERS. STUDS SHALL BE SPF #2 OR BETTER, Fb--1000 MIId. 5. ALL HEADERS, LIN'I'ELS, BEAMS, POSTS, WALL COLUMNS ETC. CONSTRUCTED OF TWO OR MORE 2x's EXCEEDING 6-0" IN LENGTH SHALL BE SPIKED TOGETfEl, S" O.C. 6. EX'I'ERIOR WALLS: 2x6 STUDS AT 16" O.C. AT HOUSE AND 20 STUDS AT 16" O.C. AT GARAGE. 7. 1NTERIOR WALLS; UNLESS NOTED OTHERWISE TO BE 20 STUDS AT 16" O.C. 8. REFER TO FRAIvIING PLANS FOR HEADER, BEAM AND COLUMN SIZES AND LOCAIIONS. a. UNLESS NOTED OTHERWISE HEADERS SHALL HAVE A MINIM[JM FULL 3" LENGTH OF BEARING AT EACH END. PROVIDE MINIMI7M TWO-2X MEMHERS OR COLUMNS UNDER ALL WOOD HEADERS, LIN'fII.S, BEAMS, ETC. b. WOOD MEMBERS SHALL BEAR ON THE FULL WIDTH OF THE SUPPORTING MEMBER(S) UNLESS NOTED OTIERWISE. C. ALL HEADERS AND JOISTS NOT BEARING ON SUPPORTIING IvfIIv1BERS SHALL BE FRAMED WITH PREFABRICATED METAL JOISTS HANGERS MANUFACTURED BY USP LUMBER CONNEGTORS OR SA4PSON SUPPLIED BY TIIE WOOD SUPPLIERR. REFER'I'O FRAMING PLANS FOR ADDITIONAL DETAII.S. 9. ROOF RAFI'ER SPACING AND LAYOUT AS NOTED ON FRAMING PLANS. 10. FLOOR JOIST SPACWG AND LAYOUT AS NOTID ON FRAMING PLANS. a PROVIDE DOUBLID JOISTS UNDER ALL INTERIOR NON-LOAD BEARING PARTTI'ION WALLS RUNNING PARALLII. W17YI JOISTS, UNLESS OTHERWISE NOTED b. 1'/.'-TIINBERSTRAND' RIM.JOIST TYP AT ALL EXTERIOR WALLS UNO, PROVIDE FULL BLOCKIIVG AT RIM JOIST BELOW CONCENTRATED LOADS c. BLOCKING TO BE PROVIDED BETWEEN FIILST TWO FLOOR ]OISTS WHERE JOISTS ARE PARALLEL TO FOUNDATION WALLS WITH FUL1- HEIGHT BACKFII.L AND AS REQUIRED BY CODE. 11. ALL PLYWOOD SUBFLAORING AND ROOF SHEA7'HING SHALL BE EXTERIOR GRADE SOFI'WOOD CONFORMIIdG TO THE RECONMdENDAT'fON OF THE AMERICAN PLYWOOD ASSOCIATION, UNLESS OTfERWISE NOTED ON DRAWINGS. 12. EXTERIOR SHEATHING TO BE: a. 1/2" OSB AT ROOF.1/2" ( CDX PLYWD OPTIONAL ) b. 1/2" OSB AT TYPICAL WALLS. c. 1/2" CDX PLYWOOD WfERE NOTED AS SHEAR WALLS, IF ANY. 13. SUBFLOORS TO BE 3/4" T&G PLYWOOD. GLUE AND SCREWED AS RECOMIv1ENDED BY MANUFACTURER 14. SLEEPERS TOBE GLUED AND SCREWED TO SUBFLOOR B. PREFABRICATED/ENGINEERED WOOD HEADERS, I-JOISTS &. TRUSSES 1. VERIFY FINAL DESIGN, SPACING AND INSTALLATION DETAII,S WITH MANUFACTURER a. ALL MEMBERS SHALL CONFORM WITH DESIGN LOADS AND DEFLECTION CRITERIA AS NOTED IN DIVISION 1,13.10. b. ALL MEMBERS SHALL BE CAPABLE OF SUSTAINING ALL LOADS SHOWN ON FRAMING PLANS. c. ALT: MAN[JFACTURER RECOMMENDATIONS TO BE REVIEWED B1' ARCHITECT OR STRUCTURAL ENGINEER BEFORE APPROVAL. REFIIt ALSO TO DIVISION 1.C3. d. ADDTITONAL DESIGN CODES ARE AS FOLIAWS: = NATIONAL DESIGN SPECIFICATION FOR STRESS GRADE LUMBER AND ITS FASTEN[NGS," BY TfE NATIONAL FOREST PRODUCTS ASSOCIATION, LATEST EDITION. "TIIviBER CONSTRUCTION STANDARDS," BY THE AMERICAN INSTITUTE OF TIIvIBER CONSTRUCTION, LATEST EDITiON. = DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES," BY THE TRUSS PLATE INSTITUTE, LATEST EDIT'ION. -UNIFORM BUII,DING CODE. C. MA1'ERIAL STRENGTHS ARE AS PER N.F.P.A., LATEST EDITION. 2. LAMINATED HEADERS, BEAMS AND COLUMNS NOTED "PSL" ON FRAMING PLANS TO BE 2.OE `PARALLAM' (PARAI.LEL STRAND) HEADERS OR 1.9E LVL (LAMINATED VENEER LUMBER) AS MANUFACTURED BY TRUSSJOIST MacMII.LAN, OR APPROVED EQUAL. a. MUL'I'IPLE MEMBER HEADERS TO BE GLUED AND NAII.ED AS PER MANUFACTURER'S RECAM161ENDATIONS. b. REEER TO FRAMING PLAN NOTES FOR ADDITIONAL DETAILS. 3. WOOD I-JOISTS SHALL BE AS NOTED ON FRAMITIG PLANS. a. I-JOISTS SHALL BE FABRICATED OF OSB WEBS OF ETl'HER SOLID SAWN LiJMBER OR LAMINATED VENEER LUMBER FLANGES. b. FOR EACH WOODEN I-JOIST BEARING ON AND PERPENDICULAR TO AN EXTERIOR BEARING WALL USE WEB STIFFENERS AT ENDS PER MANUFACTURER' S DIItECTIONS. c. I-IOIS3'S (MAY BE IDENTIFIED ON DRAWIIdFGS AS "TA") SHAI.L BE MANUFACT'[1RED BY TRUSS JOIST MacMQ.LAN. IOIST SERIES SHALL BE PRO-150 UNLESS NOTED OTfERWISE ON PLANS, OR RECOMMENDID OTIIERWISE BY MANUFACTURER'S AGENT. 4. WOOD TRUSSES SHAI.L BE AS NOTED ON FRAMING PLANS. a. WOOD TRUSSES ARE TO BE DESIGNID AA1D FABRICAI'ID ACCORDING TO TIIE N.F.P.A., A.I.T.C., AND T.P.I. b. TRUSSES ARE TO BE A PRE-ENGINEERED BUILDING COMI'ONENT. SHOP DRAV?INGS AND CALCULATIONS CERTIFIED BY A PROFESSIONAL STRUCTURAL ENGINEER REGISTERED IN "CHE STATE IN WHICH TfE STRUCTURE WII.L BE LOCATED MUST BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION. c. TRUSS SUPPLIER WII,L PROVIDE PERMANENT BRACING AND/OR BRIDGING AS REQUII2ED TO PREVENT COMPRESSION BUCKLING OF INDNIDUAL TRUSS MEMBERS. C. FINISH CARPENTRY EXTERIOR 1. ALL SOFFffS (ROOF PORCH AND DECK ) SHALL BE `SUPERPLY' PLYWOOD. 2. SCREEN PORCH CEILING TO BE 3/8"x 31/1' BEADED BOARD PINE 3. SCREEN PORCH TRIM SHALL BE SMOOTH 1X AND 2X CEDAR2x6 Il20NWOOD W/ NATURAL FINISH RAII, TO BE USED AS TOP OF EXTERIOR GUARD RAII,SFINISH CARPENTRY INTERIOR 1. CABINETS, SHELVES, WOOD TRIM, AND OTfER CUSTOM WOODWORK TO BE DESIGNED/REFINED BY OTfERS. SHOP DRAWINGS ARE MANDATORY AND REQUIItE APPROVAL BY TIE ARCHITECT. 2. CASING SHALL BE POPLAR, 2-1/4" X%:` S4S W/ EASED EDGES. 3. BASE SHALL BE POPLAR, 5-1/4" X 5/8" S4S W/ EASED TOP EDGE. 4. INTERIOR STAIR PARTS SHAI,L BE POPLAR WHERE PAIN7'ED, BII2CH OR MAPLE WHERE STAINED (HANDRAII- ONLl). 7. MOISTURE AND THERMAL CONTROL A. WATERPROOFING AND DAMPPROOFING 1. FOUNDATION WALLS BELOW GRADE SHALL RECEIVE "'I'[1FF &. DR1" DAMPPROOFING WITH "WARM & DRP' INSULATION AND INCLUDING Ai.i. INTERIOR INTEGRAL PLANTER WALLS TO RECEIVE DRAIN'I'ILE SEE 7.A3. 2. ABOVE-GRADE CONCRETE (VERTICAL SURFACES) MEMBRANE WATERPROOFING PROTECTION TO BE 20 MII, VINYL WATER BARRIER. (SEE SECTION 7.E, MEMBRANE FLASH[NG BELOW J 3. INSTALL DRAINTII.E SYSTEM OF 4" MIN., CORRUGATED, PERFORATED, PLAS'I'IC PIPE ( OPTIONAL PVC PIPE DRAIN SYSTEM ) a. EXTERIOR APPLICATION AT PERIIv1ETER OF BUILDING WI-IERE TOP OF SLAB ELEVAI'fON IS BELOW GRADE. b. INTERIOR APPLICAI'fON AT PERIMETER OF BUILDING WHERE TOP OF SLAB ELEVATION IS BELOW GRADE.. c. ALL DRAINTII,E SHALL BE SLOPED 1/8" PER FOOT, MIlV. d. DRAIN DRAIN'TILE TO DAYLIGHT WHERE POSSIBLE AND PROVIDE RODENT SCREEN AT OUTLET. OR DRAIN TO SUMP BASKET IF DAYLIGHT EXIT IS NOT POSSIBLE AND PROVIDE SUMP PUMP AND ACCESSORIES. VERIFY W/ GENERAL CONTRACTOR 4. CONCRETE PLANK SHAI,L RECEIVE 45 MII. EPDM W/ 1/8° OR'/I' XPS PRQ'FECTION BOARD PRIOR TO PLACING CONCRETE TOPPING. MEMBRANE SHALL CONTINUE UP WALLS 8", MIN., AND LAP OVER FOUNDATION Wpi.i. WATERPROOFING 8", MIN 5. .45 MA. EPDM MEMBRANE BELOW STONE PAVERS AT DECK AND PORCH. PROVIDE MEMBRANE SCRAP AT PAVER SUPPORTS TO PREVENT DAMAGE (CHAIRS) B. INSULATION AND VAPOR BARRIER 1. INSULATION AND VAPOR BARRIER SHALL BE INSTALLED TO PROVIDE A COMPLETE AlVD CONTINUOUS ENVELOPE AROUND EN'CIRE BUII.DING. LAP ,AId, CORNERS AND WALUCEILING 70INTS. FILL ALL VOIDS, CRACKS AND DOOR AND WINDOW SHIM SPACES.W/ EXPANDING POLYCELL FOAM INSULATE ABOVE ALL FRAMING PLATES. 2. FIBERGLASS BATTS ARE TO BE INSTALLED W1TH THE "R" VALUES IN TFE LOCATIONS AS FOLLOWS: R-11 [LD GARAGE EXTERIOR 2x4 FRAME WALLS a. R-I1 AT 2x4 FURRED IN'I'ERIOR FOUNDATION WALLS. b. R-19 @ HOUSE EXTERIOR 2x6 FRAME WALLS INCLUDING c. R-19 @ RIM JOISTS. INCLUDING Yz" FOII.FACED BLACK LABEL CELOTEX W/ FOAM SEALED EDGES d. 2" AIR SPACE AND R-19 BATT BELOW MAIN LEVEL RADIANT FI.OORS. e. R-38 BE1'WEEN 2x12 OR LARGER MEMBERS. F. ALT: "BLOWN-IN BATT" INSULATION, ALL LOCATIONS LISTED IN 7.B.2.A-E ABOVE. g. (HI-R) SPRAY-URETHANE IN EXERCISE CEII,ING AND ANY ROOF AREAS WHERE THERE IS INSLTFFICIENT CLEARANCE TO ACFIIEVE R-38 W/ CONVENTIONAL INSULATION. Q 3. BLOVVN FIBERGLASS IS TO BE INSTALLED IN CEILING AS FOLIAWS: a. AT PTfCHED ROOFS: PROVIDE M[N. R-48 FOR HOUSE. b. PROVIDE INSLILATION BAFFZES TO MAINTAIN MIN. 2" AIR VE1`1T SPACE BETWEEN ROOF SHEATHING AND INSULATION. FOLD DOWN TO VERTiCAL TO PREVENT WIND WASH. 4. RIGID INSULATION (EXCEPT ROOF) TO BE EXTRUDED POLYSTYRENE IN THE THICKNESS FOR THE LOCATION AS FOLLOWS: a. PROVIDE 2- LAYERS'/. EXTRLIDED POLYSTYRENE AT ALL RADIANC FLOORS SLAB ON GRADES b, "WARM 8c DRI" WITH "TUFF & DRI" SYSTEM (SEE "WATERPROOF[NG" IN SECTION 7.A ABOVE). c. 1-1/2" ON INTERIOR FACE OF FOUNDATTON WALLS THAT ARE SCHEDULED TO RECEIVE 2x2 PT F[]RRII`1G. 5. VAPOR BARRIIIt TO BE 6 MQ. POLY LAPPED AND SHALL BE SEAI,ED WITH APPROPRIATE 3M BRAND TAPE FOR COMPLETE AND CONTIN[JOUS ENVELOPE BETWEEN THERMAL INSULATION AND DRI'WALL.) ALT: 4 MII. "TU-TUFF" VAPOR RETARDER, TAPED. 6. INSTALL AIRTIGHT VAPOR BARRIER SEALED GYPSUM BOARD BOX OVER LIGHT OR OTHER FIXTURE OPEIVINGS IN CEILING. 7. USE SILL SEALER BETWEEN TOP OF FOUNDATION WALL AND'I'REATID WOOD FRAMING BEARING. PLATE. 8. SOUND INSULATION OF 3-1/2" FIBERGLASS BATTS TO BE INSTALLED IN 'I'fE INTERIOR WALLS OF BATHItOOMS, POWDER ROOMS, LAUNDRY ROOM AND MASTER BEDROOM, AND .AROUND PLUMBING DRAIN PIPING AND ELSEWHERE AS NOTED ON FLOOR PLANS OR AS REQUESTED BY OWNER (OPT. SOUND INSULATION: F[BERGLASS BATTS BETWEEN FIAOR JOISTS SEPARATING TfE MASTER SU1TE FROM ADJACENT ROOMS.) 9. USE POLYCELL FOAM TO SEAL ELECTRICAL AND PLUMBING PENETRATIONS THItOUGH TOP PLATES. OPT: SUPER INSULATED ELECTRICAL BOXES PER DIVISION 16.A.1.d. C. PITCHED ROOF DESIGNS. 1. INSTALL AS INDICATED ON DRAWINGS. FINISH ROOF MATERIAL SHALL BE "TRv1BERLINE", OR EQUAL, 25-YEAR, 3- TAB, 240 LB. NIIN.COLOR T.B.D., 2. INSTALL SHINGLES ON 30 LB ASPHALT FELT. a PROVIDE "ICE AND WATER SHIELD" AT ROOF RIDGES, HUS, VALLEYS, ENCIRE OVERHANG, UNDER METAL FLASHIIdG PLUS OTfER AREAS NOTID ON DRAWIINGS AND AS 12ECONOv1ENDED Bl' MANUFACI'URER. 3. ROOF VENTS; SPECIFIED IN DIVISION 10. 4. PROVIDE PREFINISHED METAL ROOF EDGE DRIP FLASHIIdG. COLOR TO MATCH FASCIA FINISH. D. EXTERIOR WALL FIPIISH 1. STUCCO:W/ DRYVIT FIAIISH SEE DIVISION 4.17 ABOVE 2. EXTERIOR W ALL FINISH TO BE INSTALLED ON ASPHALT FEI.T BUII,DING PAPER ADDI1'IONAL OPT'ION: "TYVEK" OR EQUAL WIND 1NF'II.T'RAT70N BARRIER UNDER WOOD SIDING(S). E. FLASHING AND JOIN'1' SEALERS 1. EXPOSED FLASHING ALSO NOTED AS "METAI. FLASHING" IS TO BE pggFlN[$HED ALLJMII•iUM WITH FINISH COLOR TO MATCH ADJOINING MAT'ERIAL. 2. FLEJffBLE MASONRY FLASHING OR EPDM TO BE INCLUDED AT ALL STONE S1LI,S CAPS AND LINTELS 3. CAP FLASHING AT FLAT ROOFS AND ACCENT BANDS TO BE 24 GAUGE COIAR CLAD STEEL TO MATCH WINDOW COLOR WITH CONCEALED FASTENERS. 4. UNEXPOSED MEMBRANE FLASHING TO BE 20 MII. "BFG" VINYL WATER BARRIER BY BF GOODRICH (OR EQUAL). 5. UNEXPOSED ROOF MEMBRANE TO BE "ICE & WATER SHIEI.D" AS MANUFACTURED BY W.R GRACE. INSTALL PER MANUFACTURER'S RECOMIv1ENDATIONS. 6. 70INT SEALERS ARE TO BE USED AS REQUIRED AND AS RECOM[vfENDED HY TI-lE MANCIFACTURER COLOR IS TO MATCH THE ADJOINING MATERIAI.. F. GUTTERS, SCUPPERS, AND DOWNSPOUTS ARE OP'TIONAL EXCEPT FOR MANDATORY COAZPONENTS SHOWN ON DRAWINGS. 8. DOORS, WINDOWS AND 5KYLIGHTS A. EXTERIOR DOORS & WINDOWS 1. iJNITS SHALL BE MAN[JFACTURED BY "PELLA WINDOWS": a CLAD CASEMENT, AWNING, OR COSTUME SIZED FI7CED FRAME,. b. LOW-E, ARGON FILLED, INSULATED GLAZING, STANDARD WEII'I'E c. VERIFY ROUGH OPENINGS WITH MAN[IFACTURER. FIELD VERiFY ROUGH OPENIh1G5 AT NOTED UNTfS. REFER ALSO TO FRAMING DETAILS. d. PROVIDE 3/8" VERTICAL AND/OR HORIZONTAL METAL MULLION REINFORCEMENT AT 4-WAY WINDOW JOINTS. C. WINDOW MANUFACI'URER TO PROVIDE NO EXTENSION 7AMBS. (GYP BD RETURNS.) . £ PROVIDE SCREENS FOR OPERABLE DOOR AND WINDOW UNITS. VERIFY IN'I'ERIOR HARDWARE AND SCREEN COLORS WITH INTERIOR DESIGNER g. SWINGING AND/OR SLIDING FRENCH DOORS AN1D/OR PATIO DOORS. h. WINDOW MANUFACTURER TO PROVIDE IIVTERGRAL COSTUME CLADDING AT ALL CORNER WINDOWS TO MATCH WIlVDOW COIAR 2. GARAGE TO HOUSE DOORS AND JAMB ASSEMBLY TO BE FIItE-RATED W1TH SELF-CI.OSING HINGES. 3. SECTIONeKL OVERHEAD INSULATED D001tS> SIZE AS NOTED ON PLANS, TO BE CLAD PROVIDE CONTROL FOR EACH DOOR AND KEYLESS ENTRY PAD. 4. ALL EX'TERIOR MAIN DOORS TO BE KEYED ALIIM. B. INTERIOR DOORS SHAI.L BE 8'-0" 1'YPICAL HEIGHT, 1-3/4" 1'YPICAL THICKNESS, SOLID CORE, PAINT OR STAIN GRADE T.S.D. Bl'IINI'ERIOR DESIGNEI; FLUSH PANEL, T'YPICAL 9. FINISHES A. WALLS AND CEILINGS 1. DRYWALL TO BE 5/8" GYP BD ON AI.L CEILINGS AND 1/2" GYP BD ON WALLS OF HOUSE. 2. PROVIDE TYPE-X FIRE RATED GYPSUM BOARD IN GARAGE AS REQUIltED BY CODE, WHEREVER GARAGE ABUTS HOUSE. 3. USE MOISTURE RESISTANT (MR) GYPSLTM BOARD IN AREAS SUBJECT TO MOISTURE WHERE'I'ILB BACKER BOARD IS NOT REQUIRID• 4. TII.E BACKER BOARD, DUROCK OR EQUAL, TO BE USID IN ALL TUB AND SHOWER OR VERTICAL TII.ED AREAS. 5. FINISH COLORS TO BE SELECTED BY INTERIOR DESIGNER OR OWNER B. FI.OORS 1. VERIFY WITII OWNER OR INTERIOR DESIGNER 2. WOOD FLOORS ARE TO HAVE WOOD FLOOR VENT GRILLS TO MATCH. C. COUNTER TOPS 1. VERIFY WITH OWNER OR INTERIOR DESIGNER D. PAINT 1. VERIFY W1TH OWNER OR IN'1'ERIOR DESIGNER E. STAIN 1. VERIFY WITFI OWNER OR IINI'ERIOR DESIGNER 2. REMOVE DIItT AND FINGER MARKS, ETC., FROM WOODEN SURFACES. a. SAND OR STEEL WOOL BETWEEN PAINT COATS PER MANUFACTURER'S RECOMIvvfENDATIONS. 10. SPECIAI.TIES A. PREFABRICATED METAL FIl2EPLACE AND CHIIvIINE1' 1. MAIN LEVEL GAS FIREPLACES TO BE SII.ECfED BY ARCHITEC'I' PROVIDE ALLOWANCE 2. INSTALL W1TH CLEARANCES SPECIFIED BY CODE OR BY MANUFACTURER, CHOOSING MOST RESTRICTIVE. B. ROOF VENTS I. CONTINUOUS SOFFiT VEN1'S UNLESS NOTID OTEIIERWISE ON PLANS. 2, SOFFff VENTS FOR FRAMING CAVITY BELOW DECK 3. PRE-MANUFACTURED RIDGE VENTS. 4. PRE-MANUFACTURED FLASHING VENTS BY "AIItVENT, INC.", PEORIA, ILL. C. CLOSET SHEI.VING SYSTEMS: 1. VERIFY WITH OWNER OR INTERIOR DESIGNER'S SPECIFICATIONS. 11. EQIIIPMENT/APPLIANCES A. PROVIDE NEW KITCHEN APPLIANCES AND CONNECT TO GAS SWPLY, ELECT1tICAL SUPPLY, WATER SUPPLY, PLiJMBING DRAINS, PLUivIDING VENTS, EXHAUST VENTS, ETC. B. APPLIANCES 1. VERIFY SELECTIONS WITH OWNER OR INTERIOR DESIGNER 12. UNASSIGNED 13. UNASSIGNED 14. 15.0 MECHANICAL A. GENER Al . 1. VIItIFY ALL DETAII.S, REQUIREMENTS AND IACATTONS WTI'H GENERAL CONTRACTOR 2. ALL ROOF PENETRATIONS SHALL BE KEPT TO A MINIMUM AND SHALL BE LOCATED ON TI]E BACK SIDE OF THE ROOF. DISCUSS DIFFICULT CHOICES WITH ARCHITECT OR OWNER S. PLUMBING 1. SUPPLY ALL PLUMBING PARTS AND DEVICES, PROPERLY INSTALL AND THOROUGHLY TEST ALL CONNECTIONS. MAKE ALL HOT AND COLD WATER CONNECTIONS, GAS SUPPLY CONNECTIONS, DRAIN AND VENI' CONNECTIONS, WATER HEATER(S), 6 SII.LCOCKS, DISPOSALS, ETC. 2. FOR SOUND PROOFING PURPOSES INSTALL CAST IItON (STEEL) PIPE AND F1TI'INGS FOR ALL DRAIN LINES THAT ARE 3" DIAMETER AND LARGER. 3. PROVIDE HOMEOWNER W1TH LIST OF ALL PLUMBING APPLIANCES', DEVICES', FIXT[7RES' AND F1TTINGS' MAKES AND MODELS USED IN CONTRACTOR GENERATED ALLOWANCES. 4. INSULATE ALL HOT AND COLD SUPPLY PIPES WITH "RUBIFLEX" OR EQUAL (3/8" WALL)'TFffiRMAL INSULATION. 5. PROVIDE CIItCULATING LOOP AND PUMP FOR HOT WATER LINES 6. PROVIDE HEAVY SCHEDULE COPPER FOR HOT WATER IAOP LINES. 7. INSTALL 1'/." WATER SUPPLY LINE FROM S11tEET TO METER SUPPLY LINE FROM METER SHAI.L BRANCH INTO HOUSE SUPPLY AND IItRIGATION SUPPLY. PROV[DE FULL PORT BALL VALVES FOR BOTH BRANCHES. ALL HOUSE WATER SUPPLY SUPPLY LINES SHALL BE TYPE M COPPER 8. PROVIDE THE EQUIVII.ENT CAPACITY OF TW0 75 GALLON WATER HEATERS,IN SERIES, IN THE DESIGN OF TfE DOMESTIC PORTION OF TFE (COMBINATION) DOMESTIC/HYDROIVIC HEATING SYSTEM. 9. PRQVIDE REVERSE OSMOSIS COLD WATER VIA SEPARA'fE FAUCET TO KITCIEN, AND WE'T BAR. 10. MASTER BATHTUB SELECTION IS VERIFY OPTION SELECTIONS WITH OWN$R OR INTERIOR DESIGNER 11. PLUMBING FIXTURES ALIAWANCE SHALL INCLUDE UNiITS OF COMPARABLE QUALITY TO "WADWORTH" OR "WELLWORTH" EIANGATED BOWL WATER CLOSETS BY KOHI,ER 12. INSTALL WATER FILTERING SYSTEM VERIF''P SELECTION WITH OWNER C HVAC (I-IEATIIdG, VENTING, AIR CONDITTONING) 1. 1. PROVIDE ALL NECESSARY LABOR AND MATERIAL TO PERFORM ALL HVAC WORK OF EVERY NATURE TO ADEQUATELY HEAT OR COOL, AND HUIvfIDIFY OR DEHUMIDIFY ALL FINISHED PARTS OF TIIE HOUSE, EXCI.UDING GARAGE(S), TO MAIN'I'AIN 72 DEGREES (FJ AND 40% HUMIDTP]'. IN REMODEIJADDTI'IONS SEE DMSION 15.C.7. 2. USE FORCED AIR SYSTEM FOR ENfI1tE HOUSE'S COOLING AND VENTILATION. 3. USE FORCED AIR HEATIING FOR MAIN LEVEL EXCEPT FOR MASTER BATH. 4. USE WIItSBO HYDRONIC SYSTEM CONCEALED IN FLOORS FOR HEATING TII,ED AREAS ON MAIN LEVEL AND ENTIItE LOWER LEVEL OF I-IOUSE.. 5. PROVIDE ALL NECESSARY LABOR AND MATERI.AI-S TO EXCHANGE ALL AIR IN TfE HOUSE AT A RATE OF 33 CHANGES PER HOUR AIR EXCHANGE EQUIPMENT BY VANEE SHALL INCLUDE AUTOMATIC DEFROST FEATURE, SELF-TMED BOOSTER FAN(S) CONTROLLED BY ILLUMINATED SWITCHES IN BATHROOMS, LAUNDRY, ETC. ALT: HUMIDISTAT CONTROLLED SWITCHES. 6. 3. ADNST AIR HANDLING EQiJIPMENT TO MAINI'AIIN POSTI'IVE PRESSURE IN SIDE OF I-IOME AT ALL TIMES. 7. 4. PROVIDE AT LEAST ONE RETURN AIR VENTS AT HIGH POINT OF EACH ROOM. (CONTRACTOR TO VERIh'Y LOCATIONS W/ ARCH17'ECT'J 5. IF KTTCfEN IS EQUIPPED WITH EXHAUST HOOD, HVAC SYSTEMS MUST ACCOMMODATE AND PROVIDE A CONTROLLED BALANCE OF PRESSURE WITHIN BUII,DING. c10 +J"o 6. FtJRNACE(S) AND WATER HEATER(S) SHALL BE$Si?/o EFFICIENCY. . mv,Si- GV nn Ply PROVIDE TI-IE EQUIVII.ENT CAPACITY OF TWO 75 GALLON WATER d Ntw , S HEATERS, IN SERIES, IN TIIE DESIGN OF TI-IE DOMESTIC PORTION OF TfE NG SYSTEM , y . (COMBINATION) DOMESTIC/HYDRONIC HEATI g. 7_ USE RIGID PVC TRANSIT'E (BEIAW SLAB) SUPPLY DUCTS FOR BASEMENTS AND OTHER SLAB ON GRADE ROOMS, EXCEPT GARAGES. SEE DIVISIONS 7.A.3.c. 9. 8. VERIl?"Y OTHER MECHANICAL SYSTEM REQUIREMENI'S WITH GENERAL CONTRACTOR 10. INSTALL HONEYWELL ELEC1120MC AIR CLEANER(S). 11. INSTALL GAS FIItED, CEII.ING HUNG UNIT HEATER IN GARAGE. 12. OPTIONAL BID: COOLING IJNIT FOR WINE CII.LAR. D. OP'TION: RADON PROTECTION SYSTEM. OUTLINE FOR OWNER ALL AVAII,ABLE ALTERNATIVES, RELATED TRADEWORK, AND PRICES. E IRRiGATION SYSTEM VERIFl' W/ LANDSCAPE ARCHfi'ECT 13. 1. INSTALL SYSTEM W1TFI 3 ZONES EACH WITH OWN CLOCK TIlvfER 14. 2. PROVIDE SEPARATE SHUTOFF. SEE SECTION 15.B.6 ABOVE. 15. ELECTRICAL A. GENERAL 1. PROVIDE ALL NECESSARY LABOR AND MATERiAL TO PERFORM ALL ELECTRICAL WORK OF EVERY NATURE. a REFER TO SCHEMATIC LIGHTING PLANS, IF PROVIDED BY ARCHITECT. ELECTRICAL CONTRACTOR TO PROPOSE OWN SCfFME IF NONE PROVIDED BY ARCHITECT. VERIFY FINAL DESIGN W1TH OWNER b. LOCATE NEW SERVICE PANEL IN GARAGE. ASSUME 400 AMP SERVICE, UNDERGROUND FEED, CIItCUIT BREA3CER PANEL. c. INSTALL AND PROVIDE SERVICE TO BATFIItOOM EXHAUST FAN(S), AND PROVIDE SERVICE TO KITCHEN APPLIANCES, HVAC EQUIPMENT, ETC. d. USE "LESCO" BOXES IN CLASS I ENERGY HOMES. 2. PREWIRE OWNER'S AUDIONIDEA EQUUIPMEENT. 3. PROVIDE ALLOWANCES FOR TELEPHONE, INTERCOM, SECURITY, AND VACUUM SYSTEMS. 4. VERIFY OTfER II.ECTRICAL REQUIItEMENTS AND LOCATIONS WITH GENERAL WNTRACTOR 5. INSTALL COMPUTER NETWORK CABLE, CATEGORY 5. TERMINATE W/ RI- 45 JACKS. (5) HOME RUNS FROM FUTURE WORKSHOP IN BASEMENT TO: NEW OFFICE, NURSERY, KITCHEN DESK, NEW FAMII.Y ROOM ( AT'I'l), AND EXISTING BASEMENT DESK LOCATION. END OF SPECIFICATIONS I'h,me 612 449 9445 NC. SCOTT AND CABRINI SHALLER XXXX GREAT OAKS TRAIL EAGAN, MN 55123 HOMEF FAX: SCOTT: E-MAIL: ARCHITECT: 'HONE: 651-452-9646 651-683-9240 651-283-1071 cshalls@aol.com JAMES McNEAL ARCHITECTS 612-332-4790 BUILDER: . STREETER & ASSOCIATES, INC. 952-449-9448 = ... ? .._;. .,. r . . ?. PROJECT MANAGER: STEVEN STREETER SITE MANAGER: - FRED HAZELTON 1:?:! k l,,,. Archuecuoal Bwlders ' ¦ ?. SCOTT AND CABRINI SHALLER SPECIFICATIONS TABLE OF CONTENTS PAGE NO. ' I Room Finish Schedule-Main Level II Room Finish Schedule-Lower Level 1 Excavating Foundation Waterproofing Prestressed Concrete Planks Structural Steel Driveways Paver Courtyard 2 Lumber Miliwork Windows Roofing 3 Roofing/Membrane for Decks/5creen Porch Pavers for Decks and Screen Porch Fireplaces Stonework: Interior 4 Stonework: Interior Stonework: Euterior Glass Block Omamental Iron " Plumbing 5 Plumbing 6 Plumbing - - -- Pool PooUHot Tub Water Softener/110 System Heating In Fioor Heating Electrical Wiring Table of Contents Page 2 7 Electrical Fixtures Central Vac Phone System " AudioNideo Security System Insulation Gutters Drywall 8 Stucco Painting Cabinets/Countertops ?9 Ceramic Tile/Stone Wood Floors 10 Mirrors/Shower poors Finish Hardware Bath Accessories Closets Appliances 71 Appliances Carpet Landscaping Wall Covering/Labor Mailbox Shaller Residence key: Main Level , indicates one finish/room I indicates more than one finish/room "Finish": ETrim painted Hnish ?N Naturally fixushed ROOM FINISH SCHEDULE Page I Date: AprIl 19, 2000 RM NO. RM NAMB FLOOR WALLS CEILING BA3E TRIM/MISC. NOTES: « G E a O ? . .? A A a ? ? '? ? Y ? ? a X r+ p 3 O O ° ? 8 O ? 3 t ? o 101 Fayer X P 102 Living Room X P 103 Dining Room X P 104 antry X P 105 Eating Area X P 106 'tc en X P 107 tair B X P 108 Mu Room X P 109 Ba #1 X P 110 Laundry X P 111 Family Room X P 112 Porch P ? 113 Master Bath X P 114 SittingArea. X P 11 Master osets X P 116 Master Suite X P 117 Powder Room X P 18 Stairs A P 119 Mu Room Closet P 120 Gazage Shaller Residence key: Lower Level . indicates one finiell/mom N indicates more than one finisL/room "Finish": ETrun painted finish N Naturally finished ROOM FINISH SCI-IEDULE Pege II Date: April 19, 2000 RM NO. RM NAME FLOOR WALLS CEILING BASE TRIM/MISC. NOTES: y O '?'I d O 0 o ? P Q1 p ? id Cqo A N ? (p m ? p N .? ? pV M 3 d d F 'O O 3 m m F 0 O 3 F ?"p " ?y O a p t!j o ? ? ( o o n ? 001 Bar Area X X X 002 Game Area X X X 03 Sitting Area X X X 004 Mechanical Storage #1 X X X 005 Ba #l X X 006 Bedroom #2 X X X 007 Stair B X X X 008 eater 008 X X X 009 Offl ce 009 X X X 010 Bath #2 X X O11 Exercise X X X 012 Silliaz Room X X X i 013 Bedroom #1 X X X 014 Qosets X X X 015 Bath N3 X X 016 Laundiy X X 017 Storage Area #2 X X X 018 Mec anical #2 X X X SHALLER RESIDENCE SPECIFICATIONS ExCBVating: Bid per site plan by Damon Farber and James McNeal Bid the following items; breakdown costs for each: 1. Excavate for home 2. Build road/driveway 3. Bid fill needed and hauled away 4. Bid sand under all slabs 5. Bid enough rock for driveway through construction. Foundation: Bid as per plan 1. Front step and entry bid stone, use $40.50 per foot Allowance: Stone to be Jerusalem Stone-Bush Hammered 18° x18"/ 2. Bid 2° Stro-foam under all slabs/Garage Waterproofinq: Bid Warm-N-Dri 1 ?/. - 1. Tuff-N-Dri 2. Membrane at garage spancrete 3. Drain tile/InteriodExterior Prestressed Concrete Planks: Bid as per plan Structural Steel:Bid as per plan 1- Materials/Labor to install Driveways: Paver Courtyard: Bid as per site plan by Damon Farber Architects/James McNeai Architects. Bid as per site plan by Damon Farber Architeds/James McNeal Architects u1aoo Lumber: Bid as pe 1. 2_ 3. 4. 5. ;r plan - Soffit option: Bid 1" x 6'TG Cedar to be painted See Steven for any details See detail for deck railings Screen porch ceiling to be 1" x4" fur bead board Screens on porch to be custom built jambs using Clear cedar. Millwork: Main Level 1. Base to be 7" poplar 2. Window casing - none 3. Window sills: window extension with 1 Y,° poplar trim 4. Doors - 1'/." flush / birch to be stained 5. Door casing 2'/." standard 6. Soffit trim-1 Y. x 1'/. poplar 7. brushed nickel hinges Lower Level 1. Same as main floor-base to be 5" poplar Treads/Risers All Maple: Supply treads and riser material Front Door To be custom - allowance $5,000.00 WindOws: 1. As per planlPella Windows and Doors 2. Bid custom color option " 3. No hardware for exterior doors Roofinq: 1. Bid as per plan 2. Timberlands 25's 3. Ice/water whole roof -4.-Golor clad for valleys 5. Bid any and all flashings needed 4hfiW Roofing/Membrane For Decks/Screen PorCh: 1. Bid 60 EDPM rubber with ail flashings needed Pavers for Decks & _ SCreen PorCh: 1. Bid Wausau Pavers type 4- include all labor and Materials FireplaCes: Family Room: Heat-N-Glo #8000 TRC Master Bedroom: Heat-N-Glo ST-42 7VFL Lower Level: Heat-N-Glo #8000 TRC With remote controls for all Metal caps for all-square black Stonework: Interior: Set up meeting to review stone/tile with Steven Streeter. Family Room: #111: Fireplace: Rubble-Jerusalem Stone-Random Sized Rough Chiseled/Radom sized Bush Hammered combination 12x12,6x12,6x6 Fireplace Hearth: Rubble-6" Jerusalem Stone Sitting Room #114: Fireplace: RBC material Marketing-Vintage Classic #678 Surround Master Columns; RBC Materials Marketing-Vintage Classio- Random sized 12x12,6x12,6x6 Master Suite #116 Fireplace: RBC material marketing-Vintage Classic #678 Surround - Hearth: 6" Thick RBC material marketing Vintage Classic anaao 3 sTevEsuMERMPEcs Foyer#101 Columns: Ru6ble-Jerusalem Stone-Random Sized Rough Sized Rough Chiseld/Random Sized Bush hammered combination 12x12,6x12,6x6 Stonework: Exterior: 1. Stone caps under window/See plan/Review with Steven Glass Block: Ornamental Iron: Plumbing: Lower Level: Bar #001 2. 5tone on home/ Jerusalem Stone/Rock Faced Rubble Tile Master shower to be 8 x 8" glass block As per plan As per selections listed: #S1431363-A11 fixtures in home to be in biscuit Sink: Kohler #3337 Faucet: KWC #K.10.RI.81 Tristar #230 finish Bath #015: (2) Sinks: Solid surface integral bowls (2) Faucets: Kohler Alterna #K6952-4-G/K9971-G Water Closet: Kohler Weliworth #K-3422 Shower. Kohier #KT-6904-4-G/K304-K-NAJK9971- G/K7397-G Shower Head - Bossini #BT - 212 - 26D Tub: Kohler Maestro #839 - 0'* Note Drop in tub Tub Filler. Kohler#KT-6904-4-G/K304-K-NA/K9971- G/K7161-AF-G Bath #010: Sink: Solid surface integral bowls Faucet: Kohler Altema #K6952-4-G/K9971-G Water Closet: Kohler Wellworth #K-3422 Shower. Kohler#KT-6904-4-G/K304-K-NA/K9971- G/K7397-G Shower Head: Bossini #BT-212-26D u+soo 4 stEVEswLERIsrECs Bath #005: Sink: Solid surface integral bowls Faucet: Kohler Altema #K6952-4-G/K9971-G Water Closet: Kohler Weliworth #K-3422 Laundry #110 Main Level: Sink-Mustee 10 Faucet - Delta D175 Kitchen#106 Sinks-Kohler#K-3337, 1-#K3332 Baskets - K3280-47 Faucet-KWC#K10.N1.33.130 A08 Powder Bath #117 Sink-Cherry Creek round under mount glass basin in starphire frosted Faucet: Harrington Brass #42F-100 polished chrome Water Closet: Kohler #K-3435-96 Master Bath #113: (2) Sinks - Kohler #K 2211-96 (2) Faucets: Paul and Associates Infinity #G4490 Water Closet - Kohler #K-3435-96 ** Shower System - Shower #1-grohe: G19690/G34.908/ G 1 9.876/G29.273,274/G29.274-concinnity #2700 5hower#2: grohe G19690/G34.908/G19.876/ G29.274/G28.206/G28.465 Shower#3: grohe: G19.719/G35.215/G28.173/ G28.145/G28.629 Soaking Tub - Jason - Jacqueline 42 x 72 Tub Fiiler - Harrington Brass - Olympia #10-400- 015/#43- 80-012-015 handles Bath #109: Sink - Solid surface integral bowi Faucet: Kohler Taboret #K-8215-K-CP/K16070-4-CP • Water Closet: Kohler Wellworth #K-3435 Laundry #110: Sink - Mustee #M-10K Faucet-Delta #D470 - Doggie Set-Up - TBD - to be $2,000.00 allowance Note: Master shower head needs.'/," valve and larger than normal floor drain 41,sao Mechanical Room: 2-75 gallon hot water heater Need 1 '/." into home Drains for mechanicai rooms Gara e: 4-floor drains/sink with hoUcold Exterior: 8 silicocks/frost free Pool: Review needs with Steven Streeter for pool Pool/Hot Tub: Water Softener/ Bid water softener as needed RO System: Bid RO System for kitchen, master bath/bar Heating: In Floor Heatinq: Electrical Wirmp: Review specs with Steven Streeter Review specs with Steven Streeter General Specs: 1. Iris recessed fixtures 2. Slot apertures 3. Dimmer allowance of $2,000.00 4. Decora switches/ouUets 5. Op6onal Lumie switches/ouUets _ 6- Wire for generator/Gient to supply generator- allowance of $1,500.00 7. Review appliances selections 8. Review all heating/cooling needs Note: Before you submit final bid, see Steven. .r,9M 6 Electrical Fixtures: $25,000 allowance 1. Dinette Fixture 2. Island/Bar Hanging 3. Over Pooi Table 4. Ceiling fans/Master, Porch and Family Room 5. Dining Fixture 6. Foyer Fixture 7. LL Sconces in Halls 8. Bathroom Sconces "*Notes: Need light for powder room under mount sink Wire for generator client to supply equipment Central Vac: 2 units 2 sets of hoses Phone SYStem: Mastermedia AudioNideo: Mastermedia Security System: Pending InsulBtion: 1. Fiberglass bats everywhere; home/garage 2. Bid ceilings of lower level for in-floor heat above 3. Category one home 4. Option: Blow-N-Blanket for home/garage Gutters• Drywa11: _ 1. 2. 3. 4. 5. 6. As per plan/ See Steven Streeter 5/8° rock walls/ceilings Garage rocked/taped Under garage/ Bid as optional Rock/tape 3 coats mechanical room and storage Optional round comer bead: mainllower Main floorflower level 4119m 7 srEVEPSwuER04cs StuCCO: 1. Dryvit finished 2. Two color optional 3. Optional stucco soffits Paintinq: As per room finish schedule/see attached Cabinets/Countertops: Cabinet Style: Flat Panel Accents: Cabinet Hardware allowance $20.00 per pull Lower Level Bar Area #001: Y. sawn Maple-Stained Bath #015 - Laminate - 2 framed mirrors as per drawing Bath #010 - Laminate Bath #005 -'/, sawn Maple/Stained Sitting Area #003 -'/, sawn Maple/Stained Theater #008 -'/. sawn Maple/Stained Laundry #016 - Laminate Main Level Dining Room #103 - Y. sawn IGlaple/Stained Pantry #104 - Laminate Kitchen #106 -'/. sawn Maple/Stained Eating #105 -'/, sawn Maple/Stained Family Room #111 -'/. sawn Maple/Stained Bath #109 -'/. sawn Maple/Stained Laundry #110 - Laminate Mudroom #108 - Laminate Powder Room #117 -'/. sawn Maple-Stained-3 framed mirrors as per drawing Master Suite #116 -'/, sawn Maple/5tained Sitting Area #114 -'/. sawn Maple/Stained Master Bath #113 -'/, sawn Maple/Stained COU11tertOpS: Granite countertops to be 1'/." material with a standard edge Limestone and marble tops to be 2" material with a standard edge Lower Level: Bar Area #001 - Solid SurFace (Avonite top grade matrix) Bath #015 - Solid Surface w/Integral Bowls (matrix) Bath #010 - Solid Surface w/Integral Bowls (matrix) 4naoo Bath #005 - Solid Surface w/Integral Bowls (matrix) Sitting Area #003 -'/. sawn Maple - Stained Office #009 -'/. sawn Maple - Stained Theatre #008 -'/, sawn Maple - Stained Laundry #016 - Laminate Main Level Dining Room #103 - Limestone Pantry #104 - Laminate Kitchen #106 - Granite Eating #105 - Granite Family Room #111 -'/. sawn Maple - Stained Bath #109 - Solid surface w/integral bowls (matrix) Laundry#110: Laminate Mudroom: #108 - Laminate Powder Room #117 - Marble Master Suite #116 -'/. sawn Maple - Stained Sitting Area #114 - Y. sawn Maple - Stained Master Bath #113 - Marble Ceramic Tile/Stone: Ceramic Tile and stone for floors and walls: Material pricing only: Limestone - $15.00 sq. foot Marble: $19.00 sq. foot Ceramic/Porcelain Tile: $6.00 sq. foot Wall Tile: $6.00 sq. foot Kitchen Backsplash: $40.00 sq. foot allowance Notes: Master Shower Walls and Floor in Marble Master Tub Deck Marble All showedtub surround tile to run to ceiling InGude HMK S34 sealer on all Stone floors Include Stone floor vents in all areas where flooring is stone Include recessed shower shampoo shelves in all bathrooms WOOd FloOrs: 15t grade Maple 3 coats of water base finish Mirrors/Shower poors: Lower Level: Exercise #011: Mirror approx. 14' x 9' Bath #015: 2 framed mirrors by others Shower door - framed 70" tall Bath #010: Mirror, wall-to-wail counter to ceiling ' Shower door-framed 70" tail-option frameless Bath #005: Mirror, wall to wall-counter to ceiling Main Level: Powder Room #117: 3 framed mirrors to match transoms-by others Master Bath #113: Mirror, wall to wall-counter to ceiling Master Closet #115: Full length mirror Bath #109: Mirror, wall to wall-counter to ceiling Finish Hardware: ValiNali #H163 brushed chrome Hinges brushed chrome Front door hardware allowance to be $2,500.00 Bath Accessories: $2,500.00 allowance CloSetS: $50,000.00 allowance Appliances: Kitchen: Refigerator: Subzero #601 RFHR - Freezer: Sub Zero #249FFHR Icemaker. Scotsman #DCE33A-1 WB Double Ovens: Dacor #ECS23230SCH " Cook Top: Dacor #ESG366SCH Cooktop Backsplash: Dacor #AEB30095 Hood: Best #K3490CMSS Stainless (600 CFM) Dishwasher. Bosch #SHU5315UC Microwave: GE JEM200SY Warmer Drawers: Dacor #EW030SCH Pantry: Refigerator. Amana #TH21 V2W Laundry: Washer. Asko #W620W Dryer. Asko #T700W 4Moioo . 10 srEVeSHuURwsrMs ?" J Bar Area: Refrigerator: SubZero #24RPHR Dishwasher: Gibson #MDR251 RHR/DTKK DNV trim kit Ice Maker: Scotsman #DCE33A-1-WB with trim kit Microwave: GE #JEM200SY LL Laundry: Washer. Amana #ALW540RAW Dryer: Amana #ALG643RAW - Grill: Viking #VGBQ4103RSNSS Viking #CV41 BI Cover Viking #AD1820 Stainless doors Carpet: $45.00 per yard a. Carpet pad: $15.00 per yard b. Labor: $9.00 per yard c. Tax - $3.25 per yard Landscaping: Wall Covering/ And Labor: Allowance of $18,000.00 (3920 sq feet @$4.50 per Square foot. This includes instaliation) Main Level: Powder Room #117 Master Suite #116 Sitting Area #114 Master Bath#113 Bath #109 Laundry #110 - Mudroom #108 256 sq. ft. 544 sq. ft 496 sq. ft. 528 sq. ft. 192 sq. ft. 448 sq. ft. 400 sq. ft. Lower Level: Bath #05 Bath #010 _ Bath #005 Mailbox: 4,aw 544 sq. ft.' 240 sq. ft. 272 sq. ft. Allowance $500.00. 11 -. , . LOT SURVEY CHECKLIST FOR RESIOENTIAL BUII.DING PERMIT APPLICATION C1/l? L?'T `3?a?K / SrHA?cE?' ???3ZTT ? . PROPERTY LEGAL: h DATE OF SURVEY: 0? H 15 '0 5 ?y - LATEST REVISION. ? C 0 DOCUMENTSTANDARDS 0 ¢ ?g- ? • Registered Land Surveyor signature and company T./g ? • Building PermRApplicant m/?a ? ? Legaldescnption ? Address ? ? ' ? • NoAh arrow and scale ' e g ? R enUy, lookout, etc.) • House rype (rembler, walkout, split w/o, spl ?/o ? • Direc6onal drainage arcows with slope/gradierrt % ? • ProposedlexdsCng sewer and water services & invert elevaUOn 0 ? • Streetname o ? • Driveway ?? ? • Lot Square Footage g?o ? • Lot Coverege ELEVATIONS EnisGn ? • Sewer service (or Proposed) ? ? ? Property corners ? Top of curb at the driveway Elevations of any epsOng adjacent homes ?? • Adequate footing depth of strucwres due to adjacent utilily trenches / Prooosed Y? a • Garegefloor B' ? ? • Firstfloor mll" ? Lowest exposed elevation (walkouUwindow) ?p ? : Property corners ?? ? • Front and rear of home at the founda?fion PONDING AREA (if applicaWe) / d o o • Easement line ? r o ? ? NWL HWL ? ? • Pond # designation Elevation O fl e d ? ver ow • Emergency DIMENSIONS ? • Lot Gnes/Bearings 8 dimensions ? d? ? ? - Right-of-way and sVeet width (to back of curb) • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanentfootings) ? ? ? . Show all easements of record and any Ciry utilfies within those easements tructurea G t i ? ng s ex s • Setbacks oi proposed sQucture and sideyard setback of adjacen r ? a • Retaining wall requlrements, 'rf any Reviewed Name / Date March 1999 CpNpffiLpGPRMf FM ? BL CITY USE ONLY `L RECEIPT SUBD. RECEIPTDATE: O??`OD PERMIT # 2000 PLUNIDING PERMIT (RESIDENTIAI.) CITY OF EAGAN 3830 PILOT IINOB RD EAGAN, A4Q 55122 651-681-4675 Please complete for: ? single family dwellings ? townhomes and condos when permits are required for each unit ? backflow preventer for underground sprinkler system FIrruREs EACH N TOTAL Alterations to existing dwelling - minimum fee Describe: $ 30.00 Bath tub $ 3.00 x 2 = $ , Floor drain 3.00 x = $ , Gas piping outlet ' minimum - 1 3.00 x = $ '=' Hot tub/spa 3.00 x $ ?---? Kitchen sink 3.00 x = $ (AQI Laund tray 3.00 x = $ ?UJ Lavatory 3.00 x = $ u> Septic System newlrefur6ished • requires mac iic. 75.00 x $ SBptlc SyStenl abandonment 30.00 x -^ _ $ RPZ new installatioNrepaidrebuiltl 30.00 X $?? Rough o ning 1.50 x $?- Shower 3.00 x = $ Underground sprinkler if dwelling is under construction 3.00 x = $ -z' Underground sprinkler if existing dwelling 30.00 x = $??- Water closet 3.00 x = $ w Water heater 3.00 x = $ (p? Water softener if dweuing under conswction 5.00 x = $ .? Water softener if existing dweiling 30.00 x = $ Water tumaround 30.00 x - = S?- StateSurcharge .50 -> -> -> $ 50 TOtal Reminder: Call for inspections of alterations, i.e. water heaters, water softeners, etc. -I hereby acknowledge that I have read this epplieation, state lhat Ne inforrna6on Is correct, and agree to comply with all applicahle City oT Esgan ord'inances It is the applicarls responsibility to notify the property owner that fhe City of Eagan assumes no Iiabiiity far any damages eaused by the Ciry during fts normal opc •tiorr and maintenanca adivities to the facilities wnstruded under this pertnit w@hin City property/right-af-way/easement. SITE ADDRESS: ?? V Gjk? OWNER NAME: : TELEPHONE (AREA CODE) INSTALLER NAME: TELEPHONE #: r • (AREA CODE) STREETADDRESS:_ ?OOftT11AV6 8L {pi p" MN 55426 CITY: STATE: IP: - • ? ` -? ? SIGNATURE F P MITTEE / . CITY USE ONLY LOT ? BL ( PERMIT #: SUBD. SWIfV' RECEIPT #: RECEIP"f DATE: 12*_n 2000 MECHANICAL PERMIT (RESIDENTIAL) CITY OF EAGAN 3830 PIIAT IINOB RD EAGAN AIId 55122 Date: 651-681-4675 Complete this section onlv if you are installing HVAC in a single family dwelling, townhome or condo under construction and not ownedcccupie3. • HVAC: 3)Lenyaxl+m-?-)sd ?'Yl $ 30.00 0-100MBTU ? ?,Pnna,Y?{5?l0-3o/?-Ics ADDITIONAL 50 M B ?) LEN,,,X#- s a?- a y? /L 6.00 • Gas outlets (minimum of one required @$3.00 ea.) 2 `)Q' c?D 3 V;?uuz I ()(Y?1?' ?IU ?'r State Surchazge .50 CQ..p Total $_6L65b Complete this section onlv if you are remodeline, addine to. or reoairing an existing single-family dwelling, townhome, or condo. Please indicate if it is a new item, alteration, or repair. _ New _ Alteration _ Fumace _ Air exchanger Repair _ Other Air conditioning OU',er Fee $ 30.00 State Sitrchazge .50 Total $ 30.50 Reminder: Call for inspecrrons SI7'E ADDRESS: OWNER NAME: i....,.? .,.,.,?, INSTALLER NAME: VOGT H?6 gw? PHONE #: - ? GORfiAM AVE (AREA CODE) STREET ADDRESS: ST. L ALES 92&g?g7 SEqVICE 929.qp11 Cpy; STATE: ZIP: / ?_/' o d-O rc, SIG TURE OF PERMITTEE Siteaddress: GA*S 7CLOt ___( Block? Subd. On April 15, 2000 the Minnesota Energy Code, Category I Building Requirements for insulation protection, air tightness, and ventilation, was adopted. As a result, the City of Eagan is requiring that the following information be submitted prior to issuance of a Certificate of Occupancy. _ This structure: is consWcted to meet minimum requirements of the Mn Energy Code, Chapter 7670 OR _ This structure: wiil he constructed to meet more restrictive requirements of Chapters 7672 or 7674 APPLUINCE ? AS ELEC MANUFACTURER MODEL BTU'S GTYPE VENTIN Water Heate \ ?? NN? ? J ?h D ?OOO A Sen ? P0. C FurnaceCol ? Lf n.inJB7C f?'t 5-0 (So 6 5 ea(¢? C Dryer ? 60 EXHAUST SYSTEM LOCATION TYPE MODEL CFM's VENTED ves No Kitchen kitchen hopCZ Rroa?- 0CD x Bathroom 1 N^ Q L vt A S ? C -? d Bathroom R" 5 r4l 1 s. C? X 8athroom 0 2 p t? ? Bathroom2l Other ' L? i, i? g X O FIREPLACE S LOCATION GAS WOOD MANUFACTURER MODEL BTU'S VENTING OIRECT nimOS f f4int- .. .!, 8od 37 >vo Ivkes ?3= . K 2a 'lU-Gl ST- --M G 3 gni ,h , . K - / CTc> :7 D a LA-p I hereby adcnowledge that the above information is correct and agree to compiy wifh the Minnesota Energy Code and City of Eagan r nts. ?L) I Signalu ? Sv C Date i Company Na e ' This form is the responsibility of the General Contractor. Site address: j-Lot _ Blodc _ Subd. ? 1 \ (?u \I SW On April 15, 2000 the Minnesota Energy Code, Category I Building Requirements for insulation protection, air tightness, and ventilation, was adopted. As a result, the City of Eagan is requiring that the following information be submitted prior to issuance of a Certificate of Occupancy. _ This structure: is constructed to meet minimum requirements of the Mn Energy Code, Chapter 7670 OR _ This structure: will be constructed to meet more restrictive requirements of Chapters 7672 or 7674 APPLIANCE GAS ELEC MANUFACTURER MODEL BTU'S VENTIN TYPE ?' E. L-CL NNb?j ? 30 ? C? ,?(? OO S'Hac e Furnace ?NSr Dryer X 14 jo? ?G 6V3 6.? n1? S?c r?le?tr? c Mao heuter EXHAUST SYSTEM LOCATION TYPE MODEL CFM's VENTED YES NO Kitchen kitchen Bathroom 1 170 B hroom 2 U athroomA Bathroom 4 Other or VENTING fIREPLACE S LOCATION GAS WOOD MANUFACTURER MODEL BTU'S DIRECT ATMOS I hereby acknowledge that the above information is correct and agree to comply with ihe Minnesota Energy Code and City of Eagan 4?xvvv"l /a `/?- -e' I Date ` This form is the responsibility of ihe General Coniractor. PERMIT # ? ? ? -? 5- RECEIPT DATE: LC' 44?/O / USIDFNTI*L PLiJM$INfi PERM1T A"LICAT10N crrY oF EAsm 3830 PILOT KNOB !iD F-k6kA, MR 55122 651-681-4678 Please complete for: ? single family dwellings ? townhomes and condos when permits are required for each unit ? backflow preventer for irrigation system SITEADDRESS: 2>kf?ng 6-P' ?T Cr.b---k T!-z3.., I OWNER NAME: : Sh?B?S` TELEPfiONE #: - (AREA CODE) INSTALLER NAME: IjzLI i- Sons ? Ivm b i n c? TELEPHONE #: 213 _1f7. S-0a29? (AREA CODE) STREET ADDRESS: 3I ? TU n e4.J L ? nC? CITY: DIYrv% oSTATE: Md2 ZIP: , S-Sy?7 T7 Place a check mark next to the ermit work t e New residential dwelling unit under construction and not owner/occupied $ 90.00 Add-on, modification or alteration to existin dwelling unit, including: $ 50.00 • abandonment of septic system • new installation/repair/rebuild of RPZ • lawn irrigation system • waterturnaround ? Nature of work: '"?n S?ya. e+wi?1 brea-ke r-to i- rr? ' a. ;on sfe+'K Septic System, new/refurbished - $ 225.40 • includes County & Consulting Inspector fees . requires MPC iicense State Surcharge $ .50 I Total $ vrU.SO Reminder. Be sure to schedule inspections of alterations, i.e. water heaters, water softeners, etc. I hereby acknowledge that I have read this application, state thatthe information is correct, and agree to complywith all applicable Ciryof Eagan ordinances. It is the applicanYs responsibility to notiTythe property owner that the City of Eagan assumes no liability for any damages raused by the City durin9 its normal operational and maintenance activities W the facilities conswded under this permit within City property/rightof-way/easement. SIGNATURE OF PERMITTEE Updated 1101 5??a-7 PLUMBING (RESIDENTIAL) Permit Application City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5674 Please complete for: Single Family Dwellings Townhomes and Condos when permiu are required for each unit $'.57).s-V Date_L' / 11 / 03 site Address 8 0% GfZEd'C OtAKsS Unit # Property Owner S?-? ALLI? ? 15,?5 ?D 15?J?-?3 Telephone #( ) Contractor UoZ?T AY9- G0N1DVC'1,Q.JI,0 7 AAJb PLisD-isli.5( 1-L'?• j Address 7? Z?a'd G.6?2'tilAs'L b?8• City JT. ?.ow ? fA?((A? State Zip S.r Zl7.Ci Telephone #(9fz ) 9 Z g - &7&7 The Applicant is _ Owner iConhactor _ Other Septic System New Refurbished Submit 2 sets of plans and MPC license $ 100.00 Includes County fee. Additional eonsultant fees may apply. Altera}„j;68ns To Esisting Dwelling Unit, Including sL" Adding fixtures to lower levels or room additions, excluding water softener and water heater $ 50.00 _ Abandonment of septic system _ Water turnaround (+ 5/8" meter ff needed -$121.00) I Other. _ RPZ _ new installation _ repair _ rebuild $ 30.00 _ Lawn irrigation system - ? _ Watersoftener _ Waterheater _ replacement _ additional $ 15.00 State Surcharge $ .50 Total SO $ 50. I hereby apply for a Residenrial Plumbing Pernut and aclrnowledge that the information is cornplete and accurate; that the worx wm be in conformance with the ordinances and codes of the Ciry of Eagan and with the Plumbing Codes; that I understand this is not a pernut, but only an applicauon for a permit, and work is not to start without a pernut; that the work will be in accordance wiffi the approved plan in the case of work which requires a review and approval of plans. /I ^/ _ A G?/?/1/4 NA? ? L A JL ?.?.?-?Me j_? ApplicanPs Printed Name `f ZS/IZ AppL_zn+'s Sigr_ature .:s ; RESIDENTIAL BUILDING Permit Application City OfEagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 7a -2, ss e..",&k 4 ( a-(,. New Canstruction Reawrements RemadeVReoair Reauirements Offce Use Onlv 3 registered site surveys showmg sq. R of lot, sq. k. of house; and all roofed areas 2 cropies of plan Cen of Survey Recd (20% maximum lot cove2ge allowed) 1 set al Energy Calalatlons for heated addi6ons Tree Pres Plan Recd 2copies of plan showing 6eam & window s¢es; poured found desigq etc. t sile suriey for additions 8 decks Tree Pres Not Reqd 1 set ot Ene(gy Cakulations Addrtion - indicate don-sife septic system _ On-site Septk Syslem 3 copies of Tree Preserva6on Plan it lat platted aker 711/93 Rim Joist Detail Oplions selec6on sheet (bldgs wiN 3 or less units Date 'T6 l Site Address lb l 4 3 p1,wX7 a"s Coastruction Cost 6oa Z;j;e. ? UniUSte # Description of Work 05?4i7h q1/4 Multi-Family Btd g _ Y_ N Fireplace(s) ? 0 _ 1 _ 2 Property Owner Telepho¢e #(l?rjl ) 45Z •44? Coutractor 7T/??"?? '? H?fh:?+t fay Address State /YJA/ City w" ?-E - ' Zip h'? 3 It Telephone # (f?y ) 4""-9`/4Z? COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Cate¢orv 1 Minnesota Rules 7672 Energy Code Category . Residential Ventilahon Category 1 Worksheet • New Energy Code Worksheet (J submission type) Submitted Submitted • Energy Envelope Caiculatlons Submitted Licensed Plumber Mechanical Contractor Sewer/Water ContracTor Telephone #( Telephone #( Telephone #( I hereby apply for a Residential Building Permit and acknowledge that the information is complete and accurate; that the work will he in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. ?4E6. Applicant's Printed Name A icant's Signature OFFICE USE ONLY 4?• i Sub Types ? 01 Foundation ? 07 OS-plex ? 13 16-plex ? 20 Pool ? 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) O 03 01 of _ plex ? 09 07-plex ? 17 Garage )rN 22 Porch/Addn. (4-sea.) ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screen/gazebo) ? OS 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex pibg_v or _ N ? 25 Miscellaneous Work Types ? 31 New ? 32 Addition p ? 33 AlteraUon ? 13 34 Replacement Valuation ?400 Census Code gq SAC Units Nbr. of Units ? Nbr. of Bldgs Type of Const ? 30 Accessory Bldg ? 31 Ext. Alt - Multi ? 33 EM. Alt - SF ? 36 Multi Misc. 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding , 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair 37 Demolish (Bldg)* ? 43 Reroof ? 46 WindowslDoors 'Demolition (Entire Bldg) - Give PCA handout to appiicant Occupancy MCIES System Zoning City Water Stories Booster Pump Sq. Ft. K L7 PRV Length / ('31 Fire Sprinklered Width 3?f/ _ Footings (new bldg) Footings (deck) ?C Footings (addifion) ?C Foundation Drain Tile Roof Ice & Water Final ? Framing Fireplace R.I. Air Test Final ? Insulation REQUIRED INSPECTIONS FinaUC.O. ? Final/No C.O. _ Plumbing _ HVAC Other _ Pool _ Ftgs _ Air/Gas Tests _ Final _ Siding Stucco Stone _ Windows (new/replacement) _ Retaining Wall Approved ByT2 , Building Inspector Base Fee Surcharge Plan Review MC/ES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant License Search Copies Other Total ??0P?5? qG7 x sy ea1yWL-sf1xk q&7 x ? :? °?- D 2? ???? ? c? ? ? ? j ? ? ati„? .'?, ,?..• ?• -,? ? ? • L ?. 1 \ 877 F? .?- TO ? ? '• r ssi•,c ? ? ???, ? , , / ? ? ? ?? : ? ? ,• ? ? •yC ?? ???? ? ? `, ? , ??9. ;'?:; • . V.I ?''?,i•83 ? ? ? ? •?i"? ? ' y.5?'y°8 '?? ,? ? \?? ?\. ? ? ? /? ? ? l ?? ?? ? ? • ? 7.{8-7.65 i ,. sT?RAMH ?v J ? 4.S '.;• • ? ' !? l Oo (? i ? I'•:.9.33 ?.?'•r i.S' ? l 1 0? '+ ? ? ` ? ( I :r.oe s. I ?& - 0 o i - ,,. Ph? ?-&71 6 ,? ?" ??-l ; ? ? ? ••-z.?8i ??.., ; e ? tew `a ? 9??n ?f / 1, I I f, ?? ` y ' 0 ?1 .Y? ? .:,n?if?if 2f ?\ \ ?vl •? {?'?I.f) J? ' ?'• ? ': • ? _ ?o ?;fbf...... •y ? 1 V83 ? ?\cP \ p.f"\?.: *4 ..i K?.. i K ?? ? ? 9?/7•:• I ? 1 ?? ?? ? ? /o Il ? ?? ? '? 9J ? ?"aiR ? ?$:' •?e.?l ? i ? , ,? 1 5"woak x_ I ? /, Im 1\? ? ? xi I / r E„A SRn1n,.. I ? . 68 8 ? i, ?. ? ??` 1? ? ? ? ,?'?, ? i ? ?t? , ---' .. ? .• ': ? ;/ '?•2 \, ! ? ?,? ' I I I I I`• " ?l.Nf.B?..•? _R,-, T , I ??'?i.?? ?? ? ? 1 ? ? ? , l? ?z-?o i ? (ARK!?? ?- ,? ?Jl -kA •? ?` i I I Ii i `-? j?C`? 1?°1 1 9147Xz, il ? ?2„wHM G 0 I ? 0 X 91 a 5,-' p 22°Ic 24 ?WOA? , , ' ,??. ?? ?'• Ya i . ? ,;?,PR.09'2003 11:32 612 335 5071 CHARLES GUDD co. #2343 P.002/002 MNcheCk COMPLIANCE REPORT Minnesota Energy Code MNCheck Software Version 3.0 COUNTX: Dakota STATE: Minnesota ZONE: 2 CONSTRUCTION TYPE: Single Family DATE: 4-8-2003 COMPLxANCE: PASSES RequirEd UA = 437 Xour Home = 406 7.1% DEtCET Than Code _, _....-- -- -Pesm . xt Checlted by-7-Date Area or Cavity Cont. Glazing/Door Pezimeter. R-Val.ue R-Value U-Value --------------------------------------------------------------------------- CEILINGS 430 90.0 0.0 WALLS: Wood Fxazne, 16" O.C. 1074 19.0 2.0 GLAZING: Wi.ndows or poors, Above Grade 114 0.350 SLAB FLOORS: Unheated, 98.0" insul.. 930 10.0 2 ------------------------------------------------ COMPLIANCE STATEMENT: The proposed buil.ding design described here is consistent with the building plans, specifications, and other calculations submitted with the permit plication. The proposed building has been designed to meet t?ye re ir ments of the Minnesota Energy Code. Buildez/Designe -4??r,N?_FfL[c?nQ-r? Date ?{ 't O 2005 RESIDENTIAL PLUMBING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 • 651-675-5675• Please complete for modifications to existing residential dwellings. Date 17- I ?J I ? Site Street Address ??l??C? [?--i f c S???un X Unit # Owner Telephone it (w ert Pro y p Contractor. Voat HeatinQ, A/C Plumbina LLC Telephone #'"(952) 929-6767 Address 3260 Gorham Avenue City 5. oni c Park State r.tu Zip qc;49a The Applicant is: _ Owner _ Contractor _Other Alterations to existing dwelling $ 50.00 _ Add plumbing fixtures (excludes water softener and/or water heater--complete next ' section if installing these appliances). _Septic System Abandonment _Water Turnaround (add $125.00 if a 5/8" meter is required) Other: $ 15 00 _ Water Softener ?Water Heater . _ new _ er placement Lawn Irrigation _RPZ _PVB _new _repair _rebuild $ 30.00 State Surcharge $ .50 T t l ? J•.L?? $ o a . I hereby apply for a Residential Plumbing Permit and acknowledge that the information is complete and accurate; that the work will be_in conformance with the ordinances and codes of the City of Eagan and the plumbing codes; that I understand this is not a permit, but only an application for a permit, work is not to start without a permit and work will be in accordance with the approved plan in the event a plan is required to be reviewed and approved. L_ Lvr l rT(Qoll pu0T? Applicant's Printed Name Applicant's 5ignature 11 ? FEB 1 P 2005 ? o 9 qg 2005 RESIDENTIAL MECHANICAL PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagau MN 55122 Telephone # 651-675-5675 Please complete for: single family dwellings & townhomes/condos when permits aze required for each unit ?3o Sv Date f 7 / O ,5` SiteAddress KOS ._?'J96:',q7" 014[.?/S' _ 7A L Unit# Property Owner L.Gz Telephone # ( b$y ) ??r? -?1/s 7i?0 Cootractor ;t PZ /yq Street Address Q lsn2e4? City S7 .UGL/S State ?/V Zip Telephone # ( Bond #: Expires: The Applicant is _ Owner ? Contractor _ Other Add-on or alteration to existing dwelling unit $ 30.00 furnace _Additional Replacement air exchanger air conditioner New Replacement ? other .3 /) 44 I a,0 M 1 wl [?f tM ? ( [_G-/zS ?-22A c c..?c? a State Surcharge $ .50 TO1e1 FEB 16 2005 $? e I hereby apply for a Residential Mechanical Permit and acknowledge that tBe info y rate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Mechanical Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Z _ Lot4 --W rj-h-o/0 , _?e 6,? Applicant's Printed Name App ci anYs Signature D??? IJ ?Tj E ---------? ?LJ MAY Q'I 20U9 i ??? ?? i I Permit #: ? I ? ? Permit Fee: I ? I Da[e Received: ? I ? ? Staff: ? 2009 RESIDENTIAL PLUMBING PERMIT APPLICATION Date: 5- 6- v r Site Address: Tenant: ??C ;1; ;ll'lkkr V Sulte#: RESIDENTlOWNER Name: ?wil{. ?1S ?r?QV? Phone: G?51-452-9t?yi0 Address / City / Zip: CONTRACTOR Name. LIYI jAC, r1u1'1'1bir1ga' License#: Address: 32-WU Jonrhxi4 TJwewe" City: Jt. ?Uai5 rC??.-' State:Mzip: 55421o Phone:9-%- "ItX?i -VIVI ContactPerson ?,1 L•'lL vlts TYPE OF WORK _ New -i\Replacement _ Repair _ Rebuild _ Modity Space _ Work in R.O.W. Descri tion of work: PERMR TVPE RESIDENTIAL .? Water Heater Water Softener Lawn Irrigation Add Plumbing Fixtures L_ RPZ /_ PVB) C_ Main _ Lower Level) Septic System _ Water Turnaround New Abandonment RESIDENTlAL FEE5: $50.50 Minimum Water Heater, Water Softener, or Water Heater and Softener (includes $.50 State Surcharge) $30.50 Lawn Irrigation (includes $.50 State Surcharge) $50.50 Add Plumbing Fixtures, Septic System Abandonment, Water Turnaround' (includes $.50 State Surcharge) `Water Turnaround (add $165.00 if a 5/8" meter is required) $100.50 Septic System New ($10.00 per as built) (includes County fee and $.50 State Surcharge) $90.50 Fire Repair (replace burned out appliances, duc[work, etc.) (includes $.50 State Surcharge) 5n5C, TOTALFEES I hereby acNnowletlge ihat Ihis infortnation is complete and accurate; Ihat the work will be in confortnance with the ordinances and moc3e-sof Ihe City ol Eagan; Ihat I understand this is nol a permit, but only an application for a permit, and work is not to starl without a permit that ihe work will be in accordance with the approved plan in Ihe case ol work which requires a review and approval f plans. 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A 1 ~ I 1 1 1 1 ~ 1 ` ~ ~ ~ ~6 I o ` ~ oI i ~ I ~ ^ ~ D£NOTES 1RON 'SET~~ , ~ ~ a~~I~iR ~ -0ENOTES DIRECTION 0F SURFACE FLOW ~ ~r' ~ .a~. , . s~ \ ` ~ ~ ~ ~ ~ ~ / 23° AK , 6" P~~ \ ~ ~ ~~x DENOTES fXISTING EL£VATION ~ ~ ~ ~ ~ ~ ~I ~i ~ ~ I~ ~ ` \ \ \ \ ~ ~ ~xxxi DENOTES PROPOSED ELEVATION 1 ~ ~ ~ \ ~ ~ ~ ~ ? ~ ~ ~s~~Bi~ ~ ~~I ~ PROPOSED ELEVATIOIVS ~ ~ ~ . ~ ,a . . . xg~3.3 \ ' o ,BR ( \S V ~ 89zy/ LOWEST FLOOR ~ ~ ' ~ ~ ~ i ~ I ~ qo~ ~ ~ V ~o9z~ GARA~E FLOOR ~ ~ ~ ~ , . ~ ~ \ ~ ~ ~ ~ ` 'e~ ~ , AK \ \ ~ ~AR~ES TOP OF FOUNOATION ~ ~ ~ ~ / ` ' „ ,R ~ ~ 96 5 q0 8gQ ~ ~ ~9a ~ ~ ~ ~ HOoS~ TYP~ - ! frO,eV w~cXflU-~ s ~ ~ . \ ~ ~ ~ „5, ~ ~ ~ ,o DESCRIPTION: ~ ~ ~ ~ ~ ° ~ ~ ~ ~ ~ 19"W~A ~ ~ ~ \ LOT 1, BLOCK 1, SNALLER ADDITION vA~'or co. ~ A ~ m~,v.~~$or,q A~ ~ ~ ~ ~ o ~ V ~ ~ . ~ ~ . ~ ' 8„BIR \ \ ~ OR \ 2~°~ \ . \ , . ~ } PRo~~R T l Al~l~~~~~ - ~ ~ ~~A7 oAKs ' ~ . ~ ~ ~ ~ , 60 ~~3~ ~qRq ~ 6Ut~i,~c ~~'x~l~ .9Pr~ _ ~ ~ : ~ ~ ~.r~ ~ sraGer~~ ~N~ as~~~i.~ r~s \ / o ~8g6 3so F 887.0 2.I ~ . ~ ~ ~ e ~ r s ~ ` A-/~`F~~ \ \ e~r ~ ~ 885.6 L 1 ~~/Y~ ~ A~A = Z 3~ a A~. w _FS 4 ~ ~o \ ~ q ~ \ \ R ~ 9 s~~ ~3~~c ~ s s~ s~,e~1 ~ ~ ~ C~ = ~1 .b 4.4~ , ~ . ~ h . `~2 \ • J ax896.~ ~ y~ \ ~ ~ 12"WOAK ~ ~ \ "BOX~ I . • ~ \ X896.9 P o ~ ~ ° R~ t~.~ ~~ut~ A~ ~ C 3O a ~ I.AC, - , ~ Cl.t ~ @ ~ D o F ~ o N ~ 0 ' ~ . ~ ~ ELM , ~ > ~ ~ " OA \ • :TNH=882.11 ~ J 8g6 ELEC ~ . N m ,F o s~~ ~o~ R~~ ~ 9t ~a 5 s~F o ~ , ~ ~ Q ~A R _ T ~E ~ , r~ . 5 ~ S VtC~ ~ , ER ~ ~ , . . A rRANSF - ~ r i> ~ (s~ ~ ~~O ~ ~ ?92 ~ , t! 11 ~ 11 ~ ~ NO E~/E _ ~ ~ 6.9 WT p R~ 6 ~t ~r ~ . ~z ~E~~ ~ ~~S , ~ U~ ~ ~ g~ ~ ~ ~ ~ MTR ~ ~~.1 1 ' 1 A Q "t" ~ u r r~ ~a~s~ ~ q ~ ~ J ~ ~ ° Sp F.~\\oo sER o00 ~ ~ ~ ~oi; ~ ~'U S ~ N ~ v~ ~ ~ \ \ , ~ ~ ~ ~ :.,z ~ZC~ "~~r., _ ~ ~ ~ , , C BOOK PAGE P---. ~~K1 N1 A. RE~U M E' ~ HER s ~9~~9, ~ ' \ ~ -1"~~~~M~ - ~v Nv ~ ~ ~ . EBY CERT{FY THAT THIS SURVEY , R 28 3~ PLAN OR REPORT ~ • PE~ ~ ( ~ ~St', ~ TEC ~ ~ ; R E~ ~ s T E r~ E ~ , W A S P R E P A R E D B Y M E E , O R U N D E R M Y D I R E C T S U P R I ~ I ` PED~ ~ r. A N O s u R V~ v o R P R O J E C T N 0. S H E E T E v S I O N A N D C' T11r~T { AM A Y ~ y~ D LY REGISTERED LAND • 890.26 ~3 1 O ` ~ ~ ~ I . . ~ ~ ~ si.~ s t 2~ ~ s t s t 4~ _ , R V E Y O R U N D E R T H E L A W S O F T H E S~o . ' . . 0 6' ~ ~ SURVE~YS S~ATE OF MINNESOTA. o~r siz•475=1015'FAX REVISI4NS ~ q. 9 \ ~ . ~ ~ N ~ ~ . . ~m . m . . ~ v. ` I Re-q -C oIVPS. 3'- • zoa~ ~ 3305 ~ N ~ . I GARLAND LANE N. " $ 7.,S~•Yi:J ~A S0~f/.6L,' pyQ//I!7'AP~1Gl~f/)' °VCEIVED MAy ~ ~ C ~ N ' PLYMOUTH, MINNESOTA 55947 DATF ZS-~oo0 REG. N0. 19522 . Oct 30 2012 3:13PM HP LRSERJET FAX P.1 I Use BLU or BLACK Ink j 1 I For Office Use j Permit gly of Ealm Ilj`J 1 QU6Qjj 3830 Pilot Knob Road Permit Fee: lG~ t Eagan MN 55122 I l Phone: (651) 675-6675 I Date Received: l I l Fax: (651) 675-6694 Staff: l I 2012 MECHANICAL PERMIT APPLICATION ❑ Please submit two (2) sets of plans with all commercial applications. Date: 10/3o/12- Site Address: 624zYA't- QAY-S-Ti AI L, Tenant: ~c o'CT 5ld Suite 8: i Name: GO-tT Phone: ` ~Sa - (o~CCo I NT1 C141fME J, I,'1 , r - Address I City / Zip: Name: te-A L_ License Address: 1~ CeF}I►,(32r4 S~ city: LovvS ~4rt1c d, F~ a.r S~ cloYo i StateZip: SSN(O Phone: "ILl(es Contact ~JAL~ C~t~SPl~1>'~ Email: a0.~c? c~Se<<°_'YLL tccck .LOS. Replacement Additional Alteration De litio n New _Y tYPE 4F WORK Description of work: FU✓LN s /~C'pt-AcFrn r; ,-pia H 111tOieid+tlEAYt~fCit4igt t'7 .s~~ bYl it i'1 p~ a i InpeCt4►t+dr I®fp olds.. RESIDENTIAL COMMERCIAL Furnace - New Construction _ Interior Improvement Wpb'{ a~' ' Air Conditioner Install Piping Processed Air Exchanger Gas Exterior HVAC nit d _ Heat Pump Under / Above ground Tank Install f _ Remove) Aj9 1 ~ „ < 5 it r, Other RESIDENTIAL FEES: $60.00 M,pimum Add-on or alteration to an existing unit (includes $5.00 State Surcharge) $100.00 Fire repair (replace burned out appliances, ductwork, eta) (includes $5.00 State Surcharge) _ $ TO AL FEE COMMERCIAL FEES: $75.00 Underground tank installationfremoval (includes $5.00 State Surcharge) OR Contract Value $ 1 X1% $60.00 Minlmum (includes State Surcharge) = $ Permit Fee 'If the project valuation is over $1 million, please call for Surcharge = $ 5.00 Su harge* = $ TO AL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you Intend to dig to receive locafas of underground utilities. www.nooherstateonecall.om I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and es of the City of Fagan; that I understand this Is not a permit, but only an application for a permit, and work is not to without a permit; that the work 11 be In accordance with the approved plan In the case of work which requires a review and approval of plans. x~A l ~i~~Pa x Appicant's Printed Name Applicant's Signat re t tltt=peiq iaias: Roil. y dr~~, ' i; J-1 tdt~iC f „"`f !n 'L p_ATesC ids"SBrvl~91"~4tit` (tl flo1~~Heat r1E k ty t J _4 - , . t #lira9.. ~?ayo- YYS 8 Use BLUE or BLACK Ink Office Use For I I" I Permit .16 7 9~? Ron d l ~0 City of EaE l~ Permit Fee: I 3830 Pilot Knob Road I l Eagan MN 55122 1 Date Received: 4 Phone: (651) 675-5675 j OIL,- ~ Staff- Fax: (651) 675-5694 1 2012 RESIDENTIAL PLUM/BANG PERMIT APPLICATION Date: Site Address: 008 6~*T COLS t' 1 ! }SL, Tenant: Suite RESIDENT /OWNER Name: S-M~~ Phone: 6S- Address / City / Zip: / e~/ Name: ~F-L~z1- t'lft I L A License°° PM mot? 1 -3 c-5 CONTRACTOR Address: (004 9 City: c!-t' Loves i/ (~T,~j State: Zip: J J 7 ~~d Phone: `J v' q~)- `NSS Contact. 5"PA~~ Email c~ ~S c 1?l 6'1a►~1~ CCU ~.4JA^ TYPE OF WORK New Replacement _Repair -Rebuild - Modify Space - Work in R.O.W. Description of work:L RESIDENTIAL Water Heater Water Softener PERMIT TYPE Lawn Irrigation RPZ / - PVB) Add Plumbing Fixtures Main / -Lower Level) Septic System _ New Water Turnaround Abandonment RESIDENTIAL FEES: $60.00 Minimum Water Heater, Water Softener, or Water Heater and Softener (includes $5.00 State Surcharge) $60.00 Lawn Irrigation (includes $5.00 State Surcharge) $60.00 Add Plumbing Fixtures, Septic System Abandonment, Water Turnaround* (includes $5.00 State Surcharge) *Water Turnaround (add $189.00 if a 5/8" meter is required) $105.00 Septic System New ($10.00 per as built) (includes County fee and $5.00 State Surcharge) TOTAL FEES $ CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.oor)herstateonecall.oro I hereby acknowledge that this information is complete and accurate; that the work will be in conf ante with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and wor s not start 'tho t a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval p s. xP,Et x Applicant's Printed Name Applicant's Sig ture FOR OFFICE USE Reviewed By: Date: Required Inspections: Under Ground Rough-In Air Test Gas Test Final From: 09/13/2013 16:17 #218 P.0021002 Use BLUE or BLACK Ink For Office Use - / ~ j I Permit _ I Ict ~ / City of EaIN ; v 3830 Pilot Knob Road I Permit Fee. - I Eagan MN 55122 Phone: (651) 675-5675 Date Received: Fax: (661) 675-5694 I I Staff: 2013 SEWER AND WATER CONNECTION AND AVAILABILITY CHARGES EXISTING RESIDENTIAL PROPERTY f FOR OFFICE USE ONLY Address: Rag ~ Property Owner. PRV required Phone. \ Cit R-O-W Permit 4~~ y"~"\ ` 1 ~ Contact Name: - P Plumber: J ~.eSl County R Permit M __v u~ o SEWER r { WATER Sewer Service Water Service Sewer lateral charge Water lateral charge Sewer trunk Water trunk City SAC @ $100/unit Water supply storage MCES SAC @ $2,435/unit Receipt , Date: Receipt , Date: Treatment Plant @ $801/unit Permit Fee $60.00 Permit Fee $60.00 State Surcharge _ ` ~ $5.00 State Surcharge $5.00 't~0.]~, - TOTAL: US . V V 'Plumbing Permit Required - water meter to be (Zx acquired with building permit TOTAL: - SEWER & WATER Sewer Service Water Service Sewer lateral charge Water lateral charge Sewer trunk Water trunk City SAC i MCES SAC Receipt # Date Water supply & storage Receipt # Date Treatment plant t Permit Fee $120.00 9 State Surcharge $5.00 'Plumbing Permit Required - water meter to be 9 acquired with building permit TOTAL: Number of SAC units is determined by the Metropolitan Council Environmental Services (651) 602-1000. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.aopherstateonecall.ong For Office Use Ø ': EA / a7 1AN ,"''" Permit Fee: 6 s 0 Date Received: 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651)675-5675 I TDD:(651)454-8535 I FAX:(651)675-5694 Staff: buil inslinspectionsacityofeac an,com �- 2019 SEWER AND WATER REPAIR / DISCONNECT PERMIT Date: 10/22/19 Fee: $65.00 ✓ City Sewer City Water ✓ Repair Disconnect Description Of Work: Replace section of sewer line on north side of property from driveway to approx. 20 feet north to include a new clean out. Street Address for Proposed Work 808 Great Oaks Trail Name: Scott Shaller Phone: 651-283-1071 Owner Information Address/city/Zip: 808 Great Oaks Trail Applicant is: Owner ✓ Contractor Licensed Pipelayer ✓ Master Plumber Property Owner Name: Olson's Sewer Service, Inc. / Olson's Excavating Phone: 651-464-2082 Address/City/Zip: 17638 Lyons Street NE, Forest Lake, MN 55025 Pipelayer Training Certification Card#: L'2 1 6 or Master Plumber License#: I acknowledge that the information is complete and accurate and that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes. I understand this is not a permit, but only an application for a permit, and work is not to start without a permit. Teri Werner Applicant(Print Name) Applicant's Signature You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at vvww.cityofeactan.com/subscribe. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gppherstateonecalLorq