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LS00-05
IF, CITY OF FRIDLEY 6431 UNIVERSITY AVENUE FRIDLEY, MN 55432 (612) 571-3450 COMMUNITY DEVELOPMENT DEPARTMENT SUBDIVISION APPLICATION FOR: Plat Lot Split PROPERTY INFORMATION: - site plan requ,i.red or submittal, see attached Address: - 1`1 Property Identification Number: oC0� Legal Description: Lotti--A--� BIr%r-L,�� Tract/Addition Q ons d� t Current Zoning: Square footage/ creage: ,- Reason for Subdivision: U Have you operated a business in a city which required a business license? Yes No If Yes, which city? If Yes, what type of business? Was that license ever denied or revoked? Yes No ---AIA, -- --- AIA, -- AIA,--- A,AIA,--- - -- AIAIAIA.A.I.,A.AIA.A.AIAIA.--- FEE OWNER INFORMATION (as it appears on the property title) (Contract purchasers: ee o ers must sign this form prior to processing) NAME: VC n s e ADDRESS: — 6.'e- S rlll DAYTIME PHONE: N TU E DATE: " :zz acs -D�Qv Wert �r.V/rV/rV/r�r�r�r•VVVNtiVVVVti •VN VVN ArV1r •VVVN•VVVV NVNy{V� �UO`/ PETITIONER INFORMATION / Y NAME: d- s e.a All ADDRESS: ✓< ;7 'L DAYTIME PHONE: 3,2k- t` SIGNATU /DATE: AIAIAI AIIV AIIVAI AIAIIVIV AIAIAIAIAIArNAI1r/�.ArII.VAI.V.VAI.VII•V.VVrV/rV.vVNN�r.Vti/VNNIVN�riV/HV VV/MA.ArVAI NNN.V^/ FEES Plat: $500.00 for 20 Lots, $15.00 for each additional lot Total Fee: Lot Split: $250.00 -_ Receipt#: Received By: Application Number: Us, # Scheduled Planning Commission Date: WyeenbeY' Scheduled City Council Date: NjoVe-mb'r- �?D/ Do 10 Day Application Complete Notification Date: beiyber 00 60 Day Date: NoVembe i,- CityofFridleyLand C Application P 60 Day Agency Action Law Application Date Planning Commission Meeting City Council Decision 60 Day Window Starts Recommendation to Council Approval or Denial 21-40 Days 50-60 Days ' � � Approved, Action Taken Letter Application Complete i 10 Day Notice � ' � Tabled, 60 More Days Submit Complete Public Hearings: Application and Variance ; Denied Materials Vacations Lot Splits Public Hearings: Plats Rezonings R ezonings Zoning Amendments Zoning Amendments Wetland Replacements Comprehensive Plan Special Use Permits SUR",! FOR, Hr. Dave Carlson rMWns-.Y Sawa wrntyw rA�N►fK�M\Mr eewwtrw► . (612)�2f-l12A '$"I v►cMnoo wrc gavToK.Nl eesn DESCRIPTION: Lata 220 231 2e &ad 2S, )look 11, 11AMILTONS ADDIT1011 TO 1iLCNAAICSv Lul City of rridigy, Aaoka County, Migaasota. o Degetts Iron Moauaents a• denoted below. . '44!:){s 201 b , C � 1 G i ► ;� 1 ti v e 0 � v � y 0 f , t �...1 •H 1 hereby certify that this survey ..$ prepared by as or under my direct e supervtaioq and chat 1 aq a duly Reaisttrod frofosslonal Land Suivoyor Mendr c vs of W ate of Minnesota. Raced September 11, 1997. Sy , Minnesota License No. 12207 CITY OF FM DLEY FRIDLEY MUNICIPAL CENTER• 6431 UNIVERSITY AVE. N.E. FRIDLEY, MN 55432•(612)571-3450•FAX(612)571-1287 October 9, 2000 Irene Vasecka 1322 NE Monroe Minneapolis, MN 55432 Dear Ms. Vasecka: Per Minnesota Statute 15.99, local government units are required to notify land use applicants within 10 days if their land use applications are complete. Based on the City's application schedule, we officially received an application for a lot split on September 29, 2000. This letter serves to inform you that your application is complete. Your lot split hearing and discussion will take place at the City of Fridley Planning Commission Meeting on November 1, 2000 at 7:30 P.M. in the City Council Chambers at 6431 University Avenue. This item will go before the City Council for action on November 20, 2000 at 7:30 P.M. in the City Council Chambers at 6431 University Avenue. If you have any questions regarding this letter or the process, please feel free to contact me at 572-3593. S � l/ Paul Bolin Planner PB C-00-179 Focus News - 1u -/ 9- vd e City of Fridley PUBLIC HEARING BEFORE THE PLANNING COMMISSION Notice is hereby given that there will be a public hearing of the Fridley Planning Commission at the Fridley Municipal Center, 6431 University Avenue N.E. on Wednesday, November 1, 2000, at 7:30 P.m.for the purpose of: Consideration of a Lot Split, LS#00-05, by Irene & David Vasecka, to separate into two buildable lots, legally described as Lots 22-25, Block 11, Hamiltons Addition to Mechanicsville, City of Fridley, Anoka County, Minnesota,generally locat- ed at 5427 4th Street NE. Any and all persons desiring to be heard shall be given an opportunity at the above stated time and place. Any questions related to this item may be referred to Scott Hickok, Planning Coordinator at 763-572-3599. Hearing impaired persons planning to attend who need an interpreter or other persons with disabilities who require auxil- iary aids should contact Roberta Collins at 763-572-3500 no later than October 26, 2000. The TDD number is 763-572-3534. DIANE SAVAGE CHAIR PLANNING COMMISSION (October 19, 26, 2000) Fridley, Columbia Heights,Hilltop Focus News PUBLIC HEARING BEFORE THE PLANNING COMMISSION Notice is hereby given that there will be a public hearing of the Fridley Planning Commission at the Fridley Municipal Center, 6431 University Avenue N.E . on Wednesday, November 1, 2000, at 7 :30 p.m. for the purpose of : Consideration of a Lot Split, LS #00-05, by Irene & David Vasecka, to separate into two buildable lots, legally described as Lots 22-25, Block 11, Hamiltons Addition to Mechanicsville, City of Fridley, Anoka County, Minnesota, generally located at 5427 4th Street NE. Any and all persons desiring to be heard shall be given an opportunity at the above stated time and place . Any questions related to this item may be referred to Scott Hickok, Planning Coordinator at 763-572-3599 . Hearing impaired persons planning to attend who need an interpreter or other persons with disabilities who require auxiliary aids should contact Roberta Collins at 763-572-3500 no later than October 26, 2000 . The TDD number is 763-572-3534 . DIANE SAVAGE CHAIR PLANNING COMMISSION Publish: October 19, 2000 October 26, 2000 CITY OF FRIDLEY PUBLIC HEARING NOTICE BEFORE THE PLANNING COMMISSION TO: All property owners/residents within 350 feet of property generally located at 5427 4th Street NE. CASE NUMBER: Lot Split, LS #00-05 APPLICANT. Irene & David Vasecka Petitioner or representative must attend the Planning Commission meeting. PURPOSE: To separate into two buildable lots. LOCATION OF 54274 th Street NE. PROPERTY AND LEGAL Lots 22-25, Block 11, Hamiltons Addition to Mechanicsville, DESCRIPTION: City of Fridley, Anoka County, Minnesota. DATE AND TIME OF Planning Commission Meeting: HEARING: Wednesday, November 1, 2000, at 7:30 p.m. The Planning Commission Meetings are televised live the night of the meeting on Channel 17. PLACE OF Fridley Municipal Center, City Council Chambers HEARING: 6431 University Avenue N.E., Fridley, MN HOW TO 1 . You may attend hearings and testify. PARTICIPATE: 2. You may send a letter before the hearing to Scott Hickok, Planning Coordinator, at 6431 University Avenue N.E., Fridley, MN 55432 or FAX at 763-571-1287. SPECIAL Hearing impaired persons planning to attend who need an ACCOMODATIONS: interpreter or other persons with disabilities who require auxiliary aids should contact Roberta Collins at 763-572-3500 no later than October 26, 2000. The TDD # is 763-572-3534. ANY QUESTIONS: Contact Scott Hickok, Planning Coordinator, at 763-572-3599 or Paul Bolin, Planner, at 763-572-3593. Publish: October 19, 2000 October 26, 2000 r 3 r city of City of Fridley Fridley Public Hearing Notice fl / No , i L..... l�A D"A or F r W , E . � 1-694 `< 1L1 1 W - - . �1 I — Z R e 53D I r �i R-1 -One Family Units M-1 -Light Industrial N Sources: Q40 R-2 -Two Family Units M-2 -Heavy Industrial Fridley Planning C> R-3 -General Multiple Units M-3 -Outdoor Intensive Heavy Industrial Fridley GIS Z > R-4 -Mobile Home Paries ® M4 -Manufacturing Only Anoka County GIS PUD -Planned Unit Development P Public Facilities W S-1 -Hyde Park Neighborhoods ' ,; RR -Railroads Anoka County Assessing Qp S-2 -Redevelopment District Variance Request #00-05 4M S-3 -Heavy Ind,Onaway Addition N Street Centerlines W G1 -Local Business Lot/Parcel Boundaries 5427 4th Street N. 46 G2 -General Business Water Features 4WG C-R1-General Office-General Shopping Water Irene & David Vasecka ROSCOE & HARRIET SMITH FAM LTDCURRENT RESIDENT KING HARLAN L 370 NORTH ARM LN 5451 5TH ST NE 5436 5TH ST NE MOUND,MN 55364 FRIDLEY,MN 55432 FRIDLEY,MN 55421 Gu r enP R-rs�d ei?t JOHNSON JASON E KURTZ RINEHART L 5430 5TH ST NE 5428 5TH ST NE 5420 5TH ST NE FRIDLEY,MN 55421 FRIDLEY,MN 55421 FRIDLEY,MN 55421 THOMAS JEREMY W ELLESTAD TODD T & STACEY A CURRENT RESIDENT 5410 5TH ST NE 1850 BLUE SPRUCE CT 5400 5TH ST NE FRIDLEY,MN 55421 GREEN BAY,WI 54311 FRIDLEY,MN 55421 CURRENT RESIDENT WEATHERLY JAMES CURRENT RESIDENT 5401 4TH ST NE 8537 BLAISDELL AVE 5419 4TH ST NE FRIDLEY,MN 55421 BLOOMINGTON,MN 55420 FRIDLEY,MN 55421 JENSEN JOHN L & ELEANOR M STAVSVICK JAMES M & CAROL A VASECKA IRENE A 6070 6TH ST NE 5423 4TH ST NE 1322 MONROE ST NE FRIDLEY,MN 55421 FRIDLEY,MN 55421 MPLS,MN 55413 C RENT RESIDENT JENSON MARK A ZIMMERMAN JOYCE L 542 H ST NE 5435 4TH ST NE 5380 4TH ST NE FRI L Y,MN 55421 FRIDLEY,MN 55421 FRIDLEY,MN 55421 WRIGHT EUGENE & DIANE M CURRENT RESIDENT LISCHALK STEPHEN T & DOREEN 15100 STONE RD 5384 5TH ST NE 13225 JAMES AVE S WAYZATA,MN 55391 FRIDLEY,MN 55421 BURNSVILLE,MN 55337 CURRENT RESIDENT MAST YVONNE C & BRUCE A BURGUSAIM VIOLET 5357 4TH ST NE 5461 4TH ST NE 5459 4TH ST NE FRIDLEY,MN 55421 FRIDLEY,MN 55421 FRIDLEY,MN 55421 HOBSON DEBORAH K OBANNON PATRICIA ACURIO 'NT RESIDENT 5457 4TH ST NE 5455 4TH ST NE 5421 H ST N E FRIDLEY,MN 55432 FRIDLEY,MN 55421 FRI ,MN 55421 WESTLING CHARLES V & CATHY M KENNEDY MARY ANN V CURRENT RESIDENT 5422 4TH ST NE 5400 4TH ST NE 5450 5TH ST NE FRIDLEY,MN 55421 FRIDLEY,MN 55421 FRIDLEY,MN 55432 TKACZIK FAMILY LMTD PRTNSHP ROUTE 2 BOX 758 AITKIN,MN 56431 0 ) Vd jw od i -74Qa.,- - of OL 0 y,LP _j C�2 f u a allo S� � y � lC� ✓Is CULCI )-laoe- C, 4ap z r dy-a LL) 1� C) re- TL Gv r /� fesCC AN 7L i sta rA-ch�e U �o ,`Is��c.eetvn CQ ✓l �� �'o r'1'//Yi�rt c�� u ,p� I� I NEW Effective 1/1/2000 ADDN [ ] CITY OF FRIDLEY (763)572-3604 Bldg Insp ALTER [ ] SINGLE FAMILY AND DUPLEXES R-1 AND R-2 BUILDING PERMIT APPLICATION Construction Address J `f / . _ . y' C✓4 Legal Description: Owner Name &Address:--NCnE—�sc�( j'` el r1 re e # tee' Contractor: MN LICENSE# s ° Address: Tel. # Attach to this application, a Certificate of Survey of the lot, with the proposed construction drawn on it to scale. DESCRIPTION OF IMPROVEMENT LIVING AREA: Length Width Height Sq. Ft. C(�PP� GARAGE AREA: Length_ �( Width 24=_ Height Sq. Ft. S DECK AREA: Length D _ Width _ Hgt/Ground Sq. Ft. '04-0 OTHER: Construction Type:— c)fec)/ I Azf 51(4- Estimated Cost: $ Driveway Curb Cut Width Needed: Ft. +6 Ft= Ft x $ _ $ DATE: ' D(XAPPLICANT: Tel.# �� -G� YJ OL C CITY USE ONLY- Call (763)572-3604 for Permit Fees if mailing in application diva Permit Fee $ Fee Schedule on Reverse Side Fire Surcharge $ .001 of Permit Valuation (1/10th%) State Surcharge $ $.50/$1,000 Valuation SAC Charge $ _$1 100 per SAC Unit License Surcharge $ $5.00 (State Licensed Residential Contractors) Driveway Escrow $ Alt. "A" or Alt. "B"Above Erosion Control $ $450.00 Conservation Plan Review Park Fee $ Fee Determined by Engineering Sewer Main Charge $ Agreement Necessary [ J Not Necessary [] TOTAL $ STIPULATIONS: City of Fridley Land Use Application LS #00-05 November 1, 2000 GENERAL INFORMATION SPECIAL INFORMATION Applicant: Transportation: Irene &David Vasecka Site will be accessed by 4"' Street. 1322 NE Monroe Physical Characteristics: Minneapolis, MN 55432 Vacant, covered with grass, oak trees. Requested Action: Lot is approximately 3' lower than alley. Lot Split SUMMARY OF PROJECT Purpose: Petitioner is requesting to split these 4 lots into To split property into two buildable lots. two 80' wide parcels of 10,400 sq. ft. in size. Existing Zoning: Petitioner intends to construct a single family Residential - 3 home on one of the parcels & a 3-unit building Location: on the other. 5427 4"'. Street NE SUMMARY OF ANALYSIS Size: City Staff recommends approval of the lot split 20,880 square feet .48 acres request, with stipulations. Existing Land Use: • Both lots exceed minimum lot size Vacant requirements. Surrounding Land Use &Zoning: • Both lots exceed minimum lot frontage. N: Single Family & R-3 • Provides additional housing units for E: Multi-Family & R-3 City. S: Multi-Family & R-3 9 ` W: Multi-Family & R-3 '- Comprehensive Plan Conformance: f t Consistent with Plan Zoning Ordinance Conformance: Sec. 205.07.03.A requires a lot area of 9,000 sq. ft. for single family lots. Zoning History: Land has been vacant, zoned R-3 Legal Description of Property: Lot 22-25, Block 11, Hamilton's Addition to Mechanicsville Council Action/ 60 Day Date: View from 0 Street 11/20/00/ 11/28/00 Public Utilities: Staff Report Prepared by: Paul Bolin Water and sewer are available at the site. LS #00-05 Analysis Irene & David Vasecka, petitioner's, are seeking to split the property located at 5427 4th Street NE into 2 buildable lots. Fridley requires that single family lots in the R-3 district be a minimum of 75' in width with a minimum total lot area of 9,000 square feet. The proposed Lots will each be 80' in width and 10,440 square feet in size after the split. The petitioners intend to build a home on one of the lots and a three-plex on the other. The property is zoned R-3, general multiple units, and the lot size would allow a three- plex on either of these lots. A lot width of 75' and a lot size of 10,000 sq. ft. are required for a three-plex. 71 a T (Photos: Left, northerly lot; Right,southerly lot.) Staff Recommendation City Staff recommends approval of this lot split request, with stipulations. • Lots exceed minimum size requirements. • Does provide additional homeownership opportunities for Fridley residents. Stipulations City Staff recommend that the following stipulations be placed upon approval of this request. 1. Petitioner shall obtain all necessary permits prior to construction. 2. Grading and drainage plan to be approved by City's engineering staff prior to the issuance of any building permits, in order to minimize impacts to the surrounding properties. 3. Provide proof that any existing wells or individual sewage treatment systems located on the site are properly capped or removed. 4. Petitioner to pay required park fees prior to issuance of building permits. 5. Petitioner to pay all water and sewer connection fees. 6. The petitioner shall agree to preserve mature trees to the extent possible. All trees required to be removed for the new homes shall be marked and approved by City staff prior to issuance of building permits. 7. Three-plex shall meet all parking requirements. v . WICK BUILDING SYSTEMS INC P❑ B❑X 530 2301 E FOURTH ST MARSHFIELD WI 54449 (715) 387-2551 PREMANUF- ACTURED MODULAR SECTIONAL HOMES DESIGN PARAMETERS DRAWING INDEX SNOW LOAD: 40PSF WIND L❑AD: 25PSF DWG N DESCRIPTION SEISMIC ZONE: 2 1 FOUNDATION PLAN DEGREE DAYS: 8000+ 2P TYPICAL FLOOR PLAN/ELECTRICAL DIAGRAM OUTSIDE TEMP; -25° F 3P TYPICAL ELEVATIONS 4P TYPICAL CROSS SECTION 5P TYPICAL SIDEWALL/ENDWALL FRAMING 6P TYPICAL MARRIAGE WALL ELEVATION AND RIDGE BEAM DETAILS 7P WINDOWS/DOORS-ELECTRICAL CIRCUIT DIRECTORY-STAIRWELL 8 (A-B) TYPICAL PLUMBING DETAILS 9 FLOOR PLAN/ELECTRICAL PLAN 10 A-SECTION PLAN 11 B-SECTION PLAN 12 (A,B,C) R❑OF TRUSSES 13 14 15 16 17 18 (A-B) PICTORIAL FASTENING SCHEDULE I� 0'-0' TO OUTSIDEOF NSULATI❑ INSULATION 59'-IO' ACTUA__LENCjTH OF FOUNDATION VALLIEr I' INSIA ATION ____________________ _____ _________________________________________ _____ ____________________ - 1 1W ATTACHED GARAGE FIRE SEPARATION ZON SITE BY OTHERS 1 ___________________---------------__`--J ______________________ ___ , 1 � S/B'GIP BD ON TNR: RAGE SIM FROM TO UNDER I / 1 I ROOF G SHEATHINGIDWIITTH A 0 NNTHE FIK-RATED 1 1 1 TYPICAL RE PLACE- I I J ODOR WITH SCLF-CLOSER AS 1 PILASTER HENT WITH iH AREAVELLS B I I y PER 1991 UBC CODE SECTIO(302.4 I 1 <IF RCO-D) r I I ^ I I NIN 1-EGRESS WINOOV I I ■ I 1 NI Exlr BOAR B I I REQUIRED IN BASEMENT Z B 1 I 199)UBC SECTION i 1 [� I I Y Y X 1 1 z 3! 1 LIGHTS BY 13711CRS I I FHA APPROVED I I 24'.24'42'FUOTING STEL CGIUMNS ,I 1 I Z Z 1 BENL"ATH COLUMNS NO BEAM POCKET IS REQUIRED. I MIN)SPORT) SEE CENTER DEAN END DETAIL I I 1 L__J l__J L__J L__J Z 1 I I 4 FLOOR-CONTAINED 242'S I j .Z• •1 r I I (NO OTHER BEAM REQUIRED) 1 1 p I SILL PLATE WITH SILL--+ 1�<u 1 SEALER BENEATH OOT 1 1 PROVIDED WITH H(DHIE) 1 I A A I I x I I 0'-2 1/4' to STAIRS. 3'- ' I I NO DEAN POCKET IS REQUIRED. j 1 BEAN FLUSH WITH BOTTOM OF JOISTS I I SMOKE DETECTOR I I I DO UM LOCATE ® IN BASEMENT 5 FLOOR-CONTAINED 2x10'S 1 I 0O OTHER BEAN REQUIREW I 1 r 1 1 PLIASTER IN z 1 I STAIR AREA • 1 L------------------------- ----- -------------------- I I � V INSULATION_ 15'-0 7/8' CL D❑❑B. j_ 1_�^�' 1 I I 1 CL DOOR I I I I 1 I I 1 I FHA APPROVED 1 1 1 REAR I I II FRONT I I j I I 24'.21'x12'F[OTING STEELICPOUNDS 1 I I STOOP I 1 1 STOOP I I I BENEATH COLUMNS CHIN)SUPPORT) Z 1 I z I I 1 1 r 1 ' I "' I I I ■ I I I L'--------J L---------I a n 1 I I 1 z 11 a 1 i � o r I I u 1 1 N I I I I 36'-0' FOUNDATION WALL 1 a iti z I I 1 1 ti I I 1 1 z ^ I L------- --------------------------1 1 ^ I 1 IMPORTANT V INSULATION. 23-10' ACTUAL LENGTH OF FOUNDATION VALLrr _I• INSULATION ALL DIMENSIONS SHOWN ABOVE 36'-0' T ❑UTSID ❑ I UL.ATI 24'-0. 7DE OF INSULAjj4y ASSUME THE USE OF V THICK RIGID FOUNDATION INSULATION. IF INSULATION IS OMITTED. USE OUTSIDE OF INSULATION MEASUREMENTS FOR FOUNDATION. 2.Ho 5-MENDER 2.12 4-MEMBER FLOOR-CWTAINED TL(IOR-CONTAINED OBL RIX ADD V TO ALL MEASUREMENTS SUPPORT MEAN CENTER HEAM JOIST WITH ONE ASTERISK (BI) AND / / FJUIIST nn nnl 2x6 MIN 2' TO ALL MEASUREMENTS 111 TNI _ ml uun ATED WITH A TWO ASTERISKS (NIDI), SILEPLAIF� LI II. SILL II 2'x14'NOTCH FOUNDATION BY OTHERS SEALER II FOUNDATION PLAN IT IS TUE CONTRACTOR'S RESPONSIBIL17Y TO 11 ENSURE THAT THE DESIGN CONSTRUCTION - FOUNDATION INSOLATION— II ANCHOR BIY.Ts MM-871M MODULAR VENTILATION WATERPROOFING,INSULATING 1/2'x11' THREADED JOIST 1/2'.9'THREADED \ (R-VALUE PER CODE) 1 (SIZE AND SPACDVG - LATjFRAL SUPPORT AND COMBUSTION AIR ROD 48'OC(MAX) HANGERS ROD 48'OC(MAX) CON71NLJ13U2 JOTS `;; -ING PER CODE) RDRAWN RA N BY,BE SCALE,NO 99 mm FOR FOk FEATrl ING EQUIPMENT ME W ACCORDANCE SUPPORT LCOGEk FOUNDATION WALL ' VITH APPLICABLE STATE/LOCA.CODES B SOIL INSULATION MUST BE R-10 CONDITIONS.FOOTINGS ARE SIZED FOR 3000 PSf HOUSE/TAG REAM SECTION CENTER BEAM SECTION PER NN ENERGY ELIDE S.mP.9 - WICK BUILDING SYSTEMS, INC. SOIL VALE, S[LL SECTION CENTER BEAM END PD BOX 530 2301 E FOURTH STREET MARSHFIELD,WI 54449 (715)387-2551 DESIGN MECHANICAL (CONT) ELECTRICAL (CONT) ELECTRICAL (CONT) DI A MINIMUM OF 2 EXITS SHALL BE PROVIDED.ONE SHALL BE A SWING TYPE PRODUCT SPECIFICATIONS, E5 A LIGHT SHALL BE PROVIDED FOR THE BASEMENT STAIRWELL L SWITCHED E11 TYPICALLY,FOR LIGHTING MID GENERAL PURPOSE CIRCUITS SHALL BE PRO- , DOOR(MIN 36.x 80'h TYPICALLY THE MAIN ENIRANCE)AND THE OTHER WITH IVO 3-VAY SVITCHES--DNC INSTALLED AT MAIN FLUOR ENTRANCE 10 VIDED WITH THE TOTAL ELECTRIC LOAD DIVIDED AS EQUALLY AS PRAC- REOIUIRCO EXIT SHALL BE MIN 32'.x 76'H REGISTERS,COLD ROLLED STEEL WITH SINGLE DAMPCR CONTROL.MAGE BY STAIRWELL AND THE OTHER WIRED BUT REQUIRING INSTALLATION IN THE TICAL BETWEEN THEM. GARAGE/HONE DOOR TO BE 20 MINUTE FIRE RATED AND LABELED CONTINENTAL REGISTER CO SIDEVALL TYPE HAVE LEVER CONTROL AND BASEMENT ON-SITE. FLOOR AND TOE-KICK TYPE HAVE WHEEL CONTROL. EIS A MINIMUPI CLEAR WORKING SPACE OF 30'VIDE x 36'DEEP SHALL BE PRO- D2 ALL PASSAGEWAY DOORS TO AT LEAST 1/2 OF THE BEDROOMS.AT LEAST E6 RECEPTACLES SMALL BE PROVIDED IN ALL ROOMS EXCLUDING BATIWOONS. VIDED IN FRONT OF THE MAIN DISTRIBUTION PANEL AND S11ALL EXTEND ONE FULL BATH AND THE CUMMUN-USE AREAS(XITCHCNS. DINING ROBINS, RETURN AIR GRILLS,14.6 YIELDS 50 SQUARE INCHES OF NET FREE AREA UI ILITY ROOKS,CLOSETS AND STORAGE ROAMS SO THAT NO POINT ALONG FROM TIE FLOOR TO THE CEILING THE STANDARD PA EL LOCATION SHALL FLY ROOMS.BASEMENTS,ETC)SHALL BE MIN 32'. . BO'A VHERE CASED AND 30.6 YICLDS 106 SQUARE INCHES THE FLOOR LINE IN ANY WALL SPACE IS MORE THAN 6 FEET,MEASURED BE IN THE BASEMENT. OR UNCASED OPENINGS ARE PROVIDED IH LIEU OF DOORS, THE CLEAR WIDTH IOR IZONTALLY,FROM A RECEPTACLE IN THAT SPACE,INCLUDING ANY WALL OF THE OPENINGS SHALL BE 30'. HEAT RECOVERY VENTILATOR.MODEL MA 210 MADE BY MAY-AIRF,UL LISTED. SPACE 2 FEET OR MORE IN WIDTH PA11O DOOR FIXED PANELS,BACKS OF E16 ELECTRICAL CONNECTIONS BETWEEN(OUSE MODULES SHALL BE ACCOM- NDOW SHALL BE PROVIDED WITH AT LEAST ONE EGRESS WINDOWBAR-TYPE COUNTERS,AND FIXED RAILINGS SHALL BE CONSIDERED USABLE PLISHED BY MEANS OF ACCESSIBLE CABLE SPLICING DEVICES LOCATED DJ EACH BEDROCI , , WALL SPACE FOR THE P . NCAR THE FLOOR IN THE RATING VALLIS). (SCE WIDOW SCHE OLE,DVG Y7) BATH EXHAUST FAN,NUTONEMODEL 663LN-HPTIL LISTER FAN VENTED PURPOSES OF THIS REQUIREMENT SOFFIT VITT/1'ROUND DULL VITH VENT TERMINATION.50 CFM DI ALL HABITABLE ROOMS SHALL BE PROVIDED WITH NATURAL LIGHT BE MEANS E7 A MINIMUM OF TVO 20-AHPERE SMALL APPLIANCE CIRCUITS SHALL BE PRO- PRODUCT SPECIFICATIONS V IDED TO SERVE ALL RECEPTACLES IN KITCEN DINING ROOM AND/OR OF GLAZED OPENINGS EQUAL TO TO 8%OF TIE NET FLOOR AREA. THEY KITCHEN RANGE HOOD NUTONE,MODEL 623OVV,ILL LISTED, DUCTLESS HOOD SIMILAR AREAS.RECEPTACLES SHALL BE PROVIDED AT EACH WALL COUNTER ALL MATERIAL LISTED L LABELED BY A NATIONAL TESTING LABORATORY. SHALL ALSO BE PROVIDED WITH NATURAL VENTILATION By MEANS OF OPEN- CHARCOAL FILTER. SPACE 12'OR WIDER IN THESE MEAS AND SHALL HE INSTALLED SO THAT ABLE DOORS OR WINDOWS EQUAL TO 1X OF THE NET FLOOR MEA NO POINT ALONG THE WALL LINE IS MORE THAN 2 FEET,MEASURED HORI- SWITCHES-SINGLE POLE AND 3-VAY, SILENT ROCKER 15 MP/120 VOLT, KAKE-UP AIR FOR EXHAUST FANS 10 BE PROVIDED ON SITE. ZONTALLY,FROM A RECEPTACLE IN THAT SPACE.ONE RECEPTACLE SHALL MADE BY SLATER UL LISTED. D5 GLASS IN ALL DOORS,PATIO DOORS,SIDELIGHTS TO DOORS,BATHTUB ENCLO- (3'DIA DUCT REQUIRED FOR UP TO 2-11ATH FANS) ALSO BE PROVIDED AT ANY ISLAND OR PENINSULAR COUNTERTOP SPACE SURE DOORS. "VCR DOORS,AND ANY GLASS PANELS WITHIN RESTRICTED GREATER THAN I2'x21'. DUPLEX RECEPTACLES 15 AMP/120 VOLT AND 20 ANP/120 VOLT,MADE BY DISTDUI AO BY E S Of AAPDOOR AND CODE, ELECTRICAL SHALL BE SAFETY GLASS AS RE- ELECTRICAL SLATER UL LISTED. EB A SMALL APPLIANCE RECEPTACLE SHALL BE INSTALLED IN TME REFRIG- ALL VORX TO MEET THE NATONAL EIECIRIL CODE,STATE L LOCAL CODES. GATOR SPACE.A GENERAL PURPOSE RECEPTACLE SHALL BE INSTALLED IN APPLIANCE RECEPTACLES 30 AMP/210 VOLT AND 10 AHP/210 VOLT,MADE D6 ONE SMOKE DETECTOR SHALL BE INSTALLED NEAR EACH SLEEPING AREA AND THE RANGE SPACE OR A 220 VOLT RECEPTACLE FOR AN ELECTRIC RANGE. BY SLATER,LL LISTED. IN THE BASEMENT NEAR THE STAIRWELL, SHALL BE HARD-VIRED TO THE Cl ALL BEDROOMS,BATHROOMS,LIVING ROOMS.DINING ROOMS.UTILITY ROOMS. HOUSE CURRENT,AND SHALL BE WIRED SO THAT THE ACTIVATION OF ONE AND OTHER COMMON-USE AREAS SHALL BE PROVIDED WITH A LIGHT FIXTURE E9 ALL KITCHEN COUNTERTOP RECEPTACLES SMALL BE GFCI PROTECTED.OTHER OUTLET BOXES-MADE BY ALLIED/NELCO UNION UL LISTED,AND FASTENED DETECTOR SHALL ACTIVATE ALL OTHER DETECTORS IN 11E HOME. OR A SWITCHED RECEPTACLE, KITCHEN OR DINING ROOM RECEPTACLES MAY BE ON TIES[CIRCUITS. WITH SWING BRACKETS OR SCREVE.D INTO VAFERVOOD BACKERS, D7 PRODUCT SPECIFICATIONS INCLUDE A STAIRWELL AS STANDAR]HOWEVER (1)FIBERGLASS 15.8 CUBIC INCHES-MAX SEVEN 12 GA CONDUCTORS THE STAIRWELL MAY BE OMITTED AS AN OPTION.FLOOR INSULATION IS NOT E2 A SVITCHED EXTERIOR LIGHT SHALL BE PROVIDED AT EACH EXIT.INCLUDING ETD AT LEAST ONE WAIL RECEPTACLE SHALL BE INSTALLED IN ALL BATHROOMS, (2)PLASTIC 158 CUBIC INCHES-MAX EIGHT 11 GA COIDLICTORS PHE STAT IN EASIER CASE. PATIO DOORS. ADJACENT TO EACH BASIN AND SMALL BE GFCI PROTECIED. (3)BAKELITE 20.3 CUBIC INCHES-MAX NINE 12 GA CONDUCTORS OR TEN 11 GA CONDUC TOMS E3 A SVITCHED LIGHT SHALL BE PROVIDED IN ALL HALLWAYS AND ABOVE TE EII AT LEAST ONE RECEPTACLE SHALL BE INSTALLED AT THE FRONT AND BACK PRODUCT SPECIFICATIONS. KI TCIEN SINK. Of THE HOME(OR ON OPPOSITE ENDS)AND SHALL BE GFCI PROTECTED, MAIN DISTRIBUTION PANEL,200 AMP WITH SINGLE POLE AND DOUBLE POLE SMOKE DETECTORS, TIRE% BRAND MADE BY MAPLE[MATE COMPANY,MODEL CIA SURFACE-MONIED INCANDESCENT LIGHT FIXTURE SHALL HE PROVIDED IN E12 AT LEAST ONE RECEPTACLE SMALL BE INSTALLED FOR THE LAUNDRY AREA BREAKERS HATE BY VESTINGHIX)SE,UL LISTED.EA. .� 111081,11O-11ATTERY BACKUP, UL LISTED ALL VALK-IN CLOSETS AND SHALL BE LOCATED KIN 12'FROM TIE NEAREST WIRING 11/2 AND 11/3 WITH GROUND,12/2 AND 12/3 WITH GROUND AND PLUMBING POINT OF THE STORAGE AREA AS DEFINED IN SECTION 110-1)(0 OF THE NEC E13 DE RECEPTACLE SHALL BE INSTALLED IN HALLWAYS 10 FEET OR LONGER 10/3 AND 8/3 WITH GROUND TYPE NMB CABLE. ALL FACTORY-INSTALLED PLUMBING SHALL BE COMPLETED IN A'STUB- THROUGH-FLOUR'MANNER AND SHALL BE SUBJECT TO STATE APPROVAL, n1 (SEE DVGS 18 A AND 8 B) n 1 n ALL APPLICABLE (FACTORY ANO F THE INSTALLED)SMALL CONFORM TO THE D3 D3 1 APPLICABLE PL UNBIND CODE OF THE STATE IN WHICH THE NOME SHALL BE LOCATED. MI MI nl MI EI PI ALL WATER CLOSETS SHALL HAVE A FLUSH VOLUME OF NO MORE THAN 16 P2 _ GALLONS. ._M1 - S \ 1 P2 FIXTURE REQUIREMENTS. \ i DS THE MAXIMUM CLOW RATE FOR ANY KITCHEN FAUCET OR LAVATORY READ BEDROOM BEDROOM SHALL HE L GALLONS PER MINUTE. THE MA%THIN FOR LAVATORY!AU- DI D1 11 CC TS SHALL BE 20 GALLONS PER MINUTE. PI I SHOVER FAUCETS AND FAUCETS AT BATHTUBS WITH SHOVERHEADS SHALL �\ I+ LIVING I \ BE AN ANTI-SCALD TYPE. EI \ EI ROOM DSI \ PRODUCT SPECIFICATIONS, \\ / P2 \ DI E6 \ A \ 0-- -1990 WATER CLOSETS YM6O1 MADE BY ECLIPSE,MEETS AI12.192M \ / EI N1 i EI \ D6 •\ 3 BATHTUBS.MOTELS G61OOB2 3-GCK20 AND TS,3 MAGE BY BETTER BATH I 1 \ D2 S _By LASCNTS AND MODELS 2603-DCN 2603-CTS,3960-620 2553-MHR/L MAGE 11 O BATHTUB FAUCETS,MODEL 1348A(ANTI-SCALD),275OA(GT)MADE BY DELTA %-OVER IA[cLiil 1 TIAL I SHOVERS,MODELS 1363C/CT, 1183-SG 1603-SG 1382-NAC MAGE BY S3 M-a vIC T]'S]\ LASCO D2 p2 vli.]-uMY us(Mc.l T p MSLnMI SHOVER FAUCET.MODEL 1324A(ANTI-SCALD)BY DELTA N2 6 D7 E E16 E7 EI] 2 K3 z T o /N2 1H H2 A\ LAVATORIES.MODEL 1603 MADE BY UNIVERSAL HANDLE AND MODELS FF213, E3 APT FF219 AND FF261 NAGE BY SANOCL. /Is GFCI D LAVATORY FAUCETS,MODELS 8611-TP MADE BY DELTA S S Y-OVER RECCPI I \ IN-) ETI \\ 7E5 \ KITCHEN SINKS NODOUS 133-E AND 732-5 MADE BY POLAR WARE CO /UTILITYKITCHEN SINK FAUCETS MODEL BIII-TP MADE BY DELTA DI E7 EI MECHANICAL \ EIKITCHEN El + YrEB oMISPACE HEATING REGISTERS SHALL BE INSTALLED IN ALL ROOMS EXCLUDING I PI I UI \ CLOSETS,AND STORAGE ROOMS AMD SHALL INCLUDE REGISTER BOOTS I / HI E9 DINING �\ \ BEDROOM WHICH ADAPT FOR 6'CIRCULAR DUCTS.WHERE POSSIBLE,REGISTERS STALL II ROOM \\ \ DI BE THE SIDEVALL HECONDITIONS HOWEVER CABINET TOE-KICK OR FLOOR TYPE 121 \ \ MAY OO BE INSTALLED VRE CDITIONS DO NOT PERMIT OTHERVISE. I EI _ - D1 \ \ INSTALLATION OF FURNACE AND DUCTWORK IS TO BE COMPLETED ON SITE I 111 _ P2 1 L BY A LOCAL HEATING CONTRACTOR I P2 L M1 MI ! 7 ]ice MI MI M2 GRILLS SHALL BE INSTALLED TO PROVIDE RETURN AIR FOR FORCED-AIR HEATING SYSTEMS.TYPICALLY,FOR AN AVERAGE SIZED HOME, TWO 30'x6' GRILLS SHALL BE PROVIDED FOR THE MAIN LIVING AREAS,AND ONE 1('x6' 1'_y MAX r_2L" 7 E2 01 EIS p3 I GRILL SHALL BE PROVIDED FOR EACH BEDROOM(BEDROOM GRILLS MAY BE E7 MAX GFCI 21' A. OKI ITED TF SUFFICIENT AIR CAN BE DRAWN BENEATH BEDROOM DOOR)HOLES RECEPI SILL BC CUT THROUGH THE FLOOR BENEATH EACH GRILL WITH THE REMAIN NOTEI 11E APPLICABLE STATE SEAL,THE PFS INSPECTION EH DER O THE RETURN AIR SYSTEM TO BE COMPLETED ON-SITE BY THE HEAT- ING CONTRACTOR. SEAL,AND THE PFS DATA PLATE SHALL BE LO- CATED IN THE CABINET BELOW THE KITCHEN SINK. N3 MECHANICAL VENTILATION SHALL BE PROVIDED BY BATH EXHAUST FANS THE 2ND STATE(Or INC)SEAL(IOWA,MIN"L MICH) $EE DWG IIP EDA CIRCUIT DIRECTORY ELECTRICAL DIAGRAM AND OPTIONAL CEILING HEAT RECOVERY VENTILATOR SHALL BE LOCATED IN THE ENTRY CLOSET. 28 WIDE MODULAR HOMES H1 A CEILING-MOUNTED EXHAUST FMN SHALL BE INSTALLED IN EACH BATHROOM MONTANA ONLY-THE STATE INSIGNIA SMALL BE PERMANENTLY DRAWN BY,DC SCALE.1/I'=1'-0' DWG 1 ApD SHALL TERMINATE THROUGH THE SOFFIT TO THE OUTSIDE O THC HOME. ATTACHED TO THE EXTERIOR VM.L ADJACENT 10 THE REM 2P OR SIDE EXIT DOOM.2ND SMALLER INSIGNIA TO BE ATTACHED REVISED 1-27-00 DATE 5-21-% MS ADUCTLESS-FILTERED RANGE WOOD SHALL BE INSTALLED OVER HE TO IHE OPPOSITE SECTION. THE DATA PLATE SHALL BE KITCHEN RANGE SPACE. PERMANENTLY ATTACHED i0 THE ELECTRICAL DISTRIBUTION WICK BUILDING SYSTEMS, INC. PANCL DOOR, PO BOX 530 2301 E FOURTH STREET MARSHFIELD VI 34449 (713)387-2551 a ♦ ... • ♦... .... •�....♦._. ..�...._.....w tab•.wt.n�.a..ew.f+..',dL���.�.... w �+.... ...../�'ihiw4`LusW.♦4 \ Z ` -= I® \ I I \ \ D amm z /� g / 11 < ego ——J� (f LLL �E-gy _ (f Ium® LLL y y A I xy CPu A -� A nmZAZ Z IN < Zc ! r rrlM <N d O y - ;- � CD rn o O y Z Z D C � Z z< F,,lFI� 0 0 o LL (�f LLL \ u \ \ L \ \ N m ` I Z �% I� L UH / � g poi m Ll 111111111 y r Z n < Par- MZ ef"'M O ^� 2 r7 ani ''J A to e 3 Z rl y ATTIC ACCESS(ES> LOUISIANA-PACIFIC 7/16' SHINGLE RIDGE CAP WISCONSIN 1 MIN 11'x21' INNER-SEAL OSB ROOF ROLL-RIDGE VENT ACCESS IN EACH'FLAT- SHEATHING(EXPOSURE L 00,5 SG IN PER FT) CEILING'AREA U' THE 71011E 21/16 SPAR RATING) SHEATHING 2158 SELF-SEAL.CLASS -`` 'INSTARTE-S TRIP ' ALL OVER STATES-1 MIN A FIBERGLASS MAT, STARTER STRIP Y2'x]o'ACCESS PER NONE SHINGLES(45TH 3162) / (ASTM 03161 TYPE U\ 36'FLLL-VIDIH LAYERS OF SHINGLE UNDERLAYMENT(ASTM D226) 12 UNnERLAYNENT MIST BE APSHVLI LAPPED NIM 2'OVER EACH PRECEDING LAYER OVER THE REMAINDER OF 4.37�j7 �( / CEMENTED CONTINUOUSLY FROM A ENTIRE ROOF SURFACE R✓ POINT 21'INSIDE PLATE TO EAVE 2.6 ASPHALT CEMENT APPLIED FULL-WIDTH LAYER OF UN- ��TRUSS OPT101NL 6/12 1 1//'z 20 GA x S/B''WOOD' TOP DIRECTLY ON ROOF SIEATHING DERLAYNENT OVER INITIAL CAPPED OR HINGED ROOF B'NOTAL STRAP FASCI_ SPACER I PLATE FOLLOWED BY IMDERIAYMENT X510 HINGE pRCMANIiACTUREO MONO- WITH TAL (MM) A 11�11 L END LAYER OF ASPHALT 1B'3-LATER'BUILD-UP' 1PU35 C PITCH VAULTED-CEILING RED MONO , NAIL EACH TRUSS THIRD APPLICATION2YA t04 —ROOF TRUSSES 424'm) (REPEAT 18'OC) METAL ` OF ASPHALT GLUE TRUSS C110RD5 MARKERS INSTALLED INSULATION DEPTH PERFORATED I'(AVG)AIR WP / 'D'EDGE R-11 OR OPT R-50 VINYL SOFFIT RAFT-R-NATTIC BLOWN MINERAL VOX. 1x6 FILLER VENTS AT ALIL'BIIBIL CEILING INSULATION BENEATH YB, TRUSS SPACES ONLY 2x3 2x3 TOP VINYL HEADER TRUSS PLATE FASCIA CHORDS PRENAtAFACIlREO NDIM]- PITCH FLAF-CEILING SINGLE 2xE DOUBLE 2x12 ROOF' TRUSSES(21'OC) OR TRIPLE 2x12 HEADER 2x12,CSL.LVL RIDGE BEAM (SEE CALCS P2.128-P2.1.30) 2.4 BOTTOM TRUSS CHORD SEE TABLE IN DVG 86P WIND WASH BAFFLE FOR SIZE L MAX.SPAN tyIz SEE DWG 8198 it DETAIL 132 3 OO 2x1 3/9•GYPSUM CEILING HOFFER 18230 LATEX TOP PLATE PANELS(18'VIDE) BASE NOISTURE BAR- 2x3-28'VIDE RIER(SPRAYED OD MARRIAGE WALL TOP PLATE 2.6 SI DEVALL TOP PLATE- 18 PERM HATING (MIN STRESS VALUE 550Fv SEL) SPr 82 OR BETTER SPRAYED-ON TEX- SGL(SEE CALCS P.2.1.21) TURED CEILING FINISH (NON-ASBESTOS) 2x6 STUDS 16'OC AIR INFILTRATION MEASURES MIN.150 f4 900000E 2x3 OR 2x1 IN- �TERIOR PARTITION— 28'WIDE 2x3 1)1'FIBERGLASS INSULATION STRIPS BETWEEN WALL STUDS,16'OC SPF STUD- s GRADE 16'OC B)SIIL PLATE L TDOOR JAMBSFOUNDATION WALL FRAMING-INSTALLED) DESIGN LIMITATIONS ROOF DE.LIVELDAs 10 Psr INTERIOR WALL FINISH, z)eHGtii SEA IDECK KTVEEN EXTERIOR WALL BOTTOM PLATES ROOF DEAD LOUD 17 PSF "FEN 88230 LATEX--- V2'UNFINISHED DRYWALL OR WIND LOAD 25 PST, BASE MOISTURE BAR- 1/2' TEXTURED-FINISH DRYWALL 3>SILICON SEALANT APPLIED TO BACK WINDOW AND Ex- FLOOR LIVE LOUD 10 PSF RIER(SPRAYED ON) ' (WITH FLAE SPREAD OF 200 OR LESS) 7ERIm DOOR NAILING FLANGES BEFORE INSTALLATION OUTSIZE TEHWERATURC -25T 1D PERM RATING INSIDE TEMPERATURE 70'F 1)FOAM SEALANT AT PENETRATIONS Or THERMAL ENVELOPE SINGLE 2x6 VIN- z IN EXTERIOR VALLS L CEILING AT(ELECTRICAL BOXES. DOW SILL PLATES > PLUMBING VENTS VIRES FANS,RECESSED LITES.ETC.) w 5)FOAM SEALANT AT CEILING PANELS TO EXTERIOR IOP PLATES z_ 3/9'OSB WALL SHEATHING 1 21/O SPAN RATING AIR INFILTRATION BARRIER R-19 FIBERGLASS OVER WALL SHEATHING BATT INSULATION m 3/1'HOLE THROUGH STUDS FOR GEORGIA PACIFIC VINYL LAP ELECTRICAL RACEWAY(PROTEC- SIDING(MEETS BOLA 87-10, TED WITH METAL SLEEVE) FHA 6518.AND NIS PS55-72) SINGLE 2x6 APA 23/32•STUD-I-FLUOR 2x7 BOTTDI FOR MOLE )CAL RA STUDS /BOTTOM PLATE 21'OC SPA!RATING /PLATE FOR ELECTRICAL RACEWAY 2x6 SILL PLATE WITH 1/2'THREADED DOUBLE 2x12 CENTER BEAN 12 SILL SEAL(NOT PRO- 28'VIDE-2x10 JOISTS.16•m,12 SPF OR BETTER ROD(18•m) 8R BTR SOUTHERN YELLOW PINE DOUBLE 2x10 PERIMETER RIM VIDED WITH HOME) (SEE CALLS P2.125 L 24.32) \ MAX 19%MOISTURE CONTENT JOIST,13 OR BETTER SPF INDIVIDUAL R-19 FIBERGLASS INSU- FOLNDATTON INSULATION z CATION PAT BETWEEN EACH FLOOR \ 1 1/2'VIDE (R VALUE PER CODE) T JOIST AND ACROSS ENTIRE ENDVALL HIGH CONTINUOUS 2x3 RIBBON BRIDGING 6'%6'x1/1' BIN JOISTS INSTALLED WITH HOME (SEC DETAIL 13-DVGIIBA) JOIST SUPPORT LEDGER/ STEEL PLATE BUT MUST BE INSTN.LED ON-SITE) z i 3-5/16•X3' ANCHOR BOTS(SIZE }, LAG SCREWS AND SPACING PER CODE) T APPROVED STEEL POSTS- INSTALLED PER WG INSTRUCTIONS NAX SPACING OF 9'-0' (SEE CALCS P2.1.7-22.8 L 2.2.31) 1'CONCRETE FLOOR TYPICAL CROSS-SECTION VAPI 28 WIDE MODULAR HOMES.• BARRIER STATE AND LOCAL T BUILDING CODES (PER CODEDRAWN BY.Dc scALE.1/4--l'-O'x1/4--l'-O' DVG B ) 1/4--l'-O'AGGREGATE GOVERN ALL CONSTRUCTION BELOW rmTING FILLER THE FACTORY-FINISHED FLOOR /• REVISED)-26-00 DATE,12-1e-9s 4P POST FOOTING WICK BUILDING SYSTEMS, INC. PO BOX 330 2301 E FORTH STREET 1WaSHF1ELD,WI 54449 (715)387-2531 42'1CADER 59'ICADCR 66'HEADER 7A'11EADCR _ 41 1/4'HEADER 1 -' ONE 2.12 ONE 2.12 ONE 2.12 ONE 2.12 ONE 2.12 3/4'FILLER 3/4'FILLER 16.32 24.40 _ 28.32 32.10 i � zIx 28.0 36' DOOR : N 7: � s s �R===n=='71===ter== W _L L LILIL-1 ' m e • 75 1/2'HEADER 99 1/2'HEADER 61'tCAOER — 75'ICaOER `I ONE 2.12 IVO 2.12 THREE 2.12 ONE 2.12 1/2'FILLER 2 3/4'FILLER KCV346 KCV416 SLIDING PATIO DOOR SWINGING PATIO DOOR W u z i � W cl L-L] 111L o h � `' TYPICAL SIDEWALL FRAMING fT OP PLATE f- J (SEE CAL.P21.27) NOTE S Og OVERHANG 2.� �3 SPF NG LOOKOUTS --- R" 24 °/`\ A) SEE PICTORIAL FASTENING SCHEDULE <DWGS l8 A AND 18 B, ticAnnHa DETAILS 12 THROUGH IB) FOR SIDEWALL FASTENING DETAILS \ - 2.] snME HEAL 1.6 SANE LENGTH 2.6 RIDGE BEAM B) TOP PLATE AND HEADER MEMBERS TO BE 02 SPF OR BETTER _ /SUPPORT POST -- LCNGTH HEADER '-1.6 IAHE C) STUDS TO BE 2x6 STUD GRADE LENGTH AS X1.6 FILLCR "LADE% D) BOTTOM PLATES TO BE 2x6 X2.6 PANEL-SPLICE/ ONE-2X12 ONE-2%12 fIRE-STOPPING BLOCKS MAK SPAN 79' MAX SPAK 79' (SCE CALC P.2.1.28) (SCE CALC P2126) .J FILL-LENGTH ST00S, 16'0C 1/2' FILLER TYPICAL SIDEWALL/ENOWALL FRAMING TWO-2x12 THREE-2x12 28 WIDE MODULAR HOMES MAX SPAK 112' MAX SPAN-147' pRAVN BT.DC SEAL E.1/2'=1'-0' DVG� (5EC CALC P.21.29) (SEE CALC P.2.1.30) SP REVISE65-10-99 DATE.12-1 -95 TYPICAL ENDWALL f7RAMING HEADER TYPES WICK BUILDING SYSTEMS, INC. (SCALE.2'•1-01 PO BOX 530 2301 C FOURIH STREET NAR SHFICLD.WI 54449 (715)367-2551 MARRIAGE WALLS IN THE VAULTED CEILING SEC- TION THAT HAVE A FLAT CELL IMG IN THE CUR- AREA OF TIC UPPUSI IE SECTIONAL SEE DWGS 18 A AND 18 B I zx1 VERTICAL LAT'UN INT THE UPPER UR BPORRI ION OF THE `MALL 1x3 RIDGE RAIL FOR FASTENING DETAILS ".1 FLAT CEILING AREA HEARING BLOCK VAULTED CEILING AREA FLAT CEILING AREA , 4 RIDGE BEAM SPLICES ALLOWED 2.14 LSL I1R LVL RIDGE BEAM(SEE TABLE FOR SIZES) B'-0'-NO RIDGE BEAM SPLILCS ALLOWED I I 2x12,LSL OR LVL RIDGE BEAM _ (SEE TABLE FOR SIZES) 2x12.LSL DR LVL RIDGE BEAM(SEE TABLE t FOR SIZES) MAX SPAN(SEE SPAN TABLE) 22'MA% NUMBER 6 STUDS(SEE STUD SPAN TABLE) ((EE OVER/8W1 1 MAX SPAN(SEE SPAN TABLE) o .1 II / TYPICAL NUTS STRAPPING TIC MARRIAGE WALL IS WRAPPED WITH A HIC11-STRENGTH POLYE- An Am H T"LENE WRAP FOR PROTECTION POST SPACING DURING SHIPMENT AND ST[WAGE HUMBER OF STUDS / `z'= (SEE STUD SPAN TABLE) 2x7 TEMPORARY SUPPORT POSTS y a FOR SNIPPMENTIL APPRo%11' i�V HITCH E%TENSION —— DOUBLL 2112 CENTER BEAM H 1-BEAM TRANSPORT FRANC TEMPORARY 1 1/1'x 071'METAL O OO STRAP ON CAGM STUD •LUNG STUD-SNORT STUD' ' BANDING(TO BE REMOVED UEY ADJACENT 16 IG POST AT VAULT TRANSITION j AFTER IIUISC HAS BEEN'SE i') (SE[CALCS P2.1.14-2 .1-2.1.51 CENTER BEAMS ARE NDICIEID AT BOTH J CLADS TD'f LUSH-Q)1' WITH BOriOM OF Joists (CALC P2.1.27) 1 1 L / 1 A H DI) EDGE 1111 111111 DOUBLE .� Irl Ir1r FRONT 111 2'HIST 1 A I 1 ,.1OISi Illi STRIP 111111 II 11 STRIP II 1111 rr ry —�� 2x6 SILL PLATE 2'x11'BEAM NOTCH /I B7 OTHERS) (SCALE-1 1/2'•1'-0•) MARRIAGE WALL STUD SPAN TABLE (.NIT WIDTH FLAT OR VAULT HSTUDS E SIDE MAX SPAN CALC Pr 2a• Fur 1-2x3 Br MARRIAGE VALL ELEVATION/DETAILS RI DGC BEAMS-2x12 LSL 'TI MBERSTRAND'1.5E t LVL 'MICRO-LAM'2.0E - SPAN TgBLE 2I FAULT 1-2x3 51• 2.12 UNIT.1 IN BEAM SIZE t TYPE MAX SPAM CALC P 29' FLAT x-2x7 115• zll 28 WIDE MODULAR HOMES 26' VAULT/FLAT(ALL) 2x12 12 SYP 2.141 2B• VAULT 2-2x3 110' 2.12 2D' VAULT/FLAT(AL1) I I/2'xN 7/8'LSL 'TIMBERSTRAND'15E 2.1.12 28' PLAT 7-2x7 213' 2.1.3 DRAWN BY.DC SCALE.7/B•=1'-0' DWG B 28' FLAT fALL>t 3/12 VAULT 11/2•x18'LSL 'TIMBERSTRAND'1.5E 2.1.15 28' VAULT 7-2x7 165' 2.1.3 REVISED 1-27-00 OATE�12-11-95 6P [B' VAULT 1.7]/12 t 6/12 13/1x11 7/e LVL 'MICRO-LAM'2.0E 11'-0' 2.1.17 28' VAULT 1-2x7 180' 2.1.] WICK BUILDING SYSTEMS, INC. PO BOX 530 2701 E FOURTH STREET MARSrIF 1ELD WI 51119 (715)787-2551 DOOR SCHEDULE WINDOW SCHEDULE KEY SIZE THICKNESS TYPE MANUFACTURER MATERIAL FINISH JAMB REMARKS KEY CALL SIZE TYPE MANUFACTURER GLAZING MATERIAL LIGHT VENTILATION 0 18.00 1 3/9' FLUSH HOLLOW CORE YOUNG DDDR CO OAK VENEER LACOIIER 4 1/2• 04110 80'CLEAR TO TOP K-1 16.32 SLIDER Ka BE-KCILBE 3/4'LOV-E ALUM-CLAD WOOD 6.46 SF 3.73 SF O3 24x80 1 3/8' FLUSH HOLLOW CORE YOUNG DOOR CO OAK VENEER LACQUER 4 1/2' (MIN)GV CLEAR TO TOP K-2 .24x40 SLIDER KOLBE-KILBE 3/4'LOW-C ALUM-CLAD WOOD 12.46 SF 6.97 SF Q 28.80 1 3/8' FLUSH 1KLLOV CORE YOUNG DOOR CO OAK VENEER LACQUER 4 1/2' (MIN)80'CLEAR TO TOP K-3 +29x40 SLIDER KOBE-KOLBE 3/4'LDV-E ALUM-CLAD WOOD 14.63 SF 8.14 SF © 32x80 1 3/8' (LUSH HOLLOW CORE YOUNG DOOR CO OAK VENEER LACQUER 4 1/2' (MIN)80'CLEAR TO TOP K-4 .32X40 SLIDER KOLBE-KDLBE 3/4'LDV-E ALUM-CLAD WOOD 16.79 SF 9.32 SF Q 36x80 1 3/8' FLUSH HOLLOW CORE YOUNG DOOR CO OAK VENEER LACQUER 4 1/2' (MOD 60•CLEAR TO TOP K-5 XCN13 CASEMENT K1LBE-KCLIE 3/4'LOW-E ALUM-CLAD VIED 300 Sr 3.57 SF BO 60x80 1 3/8' FLUSH HOLLOW CORE YOUNG DOOR CO OAK VENEER LACQUER -4 1/2' Di-FOLD DOORS K-6 KCV346 CASEMENT KaBE-K4BE 3.9'LOW-E ALBUM-CLAD WOOD 1833 SF 1390 Sr 9 48x80 13/8' FLUSH HdLUV CORE YOUNG DOOR CO OAU(VENEER LACQUER 4 1/2' SLIDING DOORS K-7 KCV446P CASEMENT KOLBE-KEIBE 3/4'LOW-E ALUM-CLAD WOOD 24.44 SF 13.98 Sr l0 36x90 1 3/4' EXTERIOR 6 PNL STANLEY STEEL-INS PRIMED 6'WALL 20 MIN FIRE-RATED K-8 KCV44fiE CASEMENT KOLBE-KOC BE 3/4'LOV-E ALO(-CLAD WOOD 31.02 SF 13.98 SF 11 36.80 1 3/4' EXTERIOR 9-LITE STANLEY STEEL-INS PRIMED 6'WALL N01 FIRE-RATED K-9 219x32 SLIDER Ka BE-KOODE 3/4'LOV-C ALBUM-CLAD VIED 11.63 SF 6.60 SF 1® 70.83 1 3/4' SLIDING PATIO ODOR KOLBE-KQ OE WOOD ALTA(-CND 6'WALL LOW E-GLASS./SCREEN ■EGRESS-BOTH VINDOVS MEET MINIMUM NET CLEAR OPENING Ir S7 SF BOTH WINDOWS EXCEED MINIMUM 20'WIDTH x 24'HEIGHT REQUIREMENTS 72x90 1 3/1' SWINGING PATIO DDDR KOLBE-KR BE WOOD ALUM-[lAp 6•WALL LOW[-GLASS./SCREEN BOTH WINDOWS MEET MAXIMUM 44'FLOM-10-VINDOW SILL REOUIREMENT ALL WINDOWS ARE PROVIDED WITH SELF-FLASHING NAILING FLANGES O 1/4'VIDE)AROUND ENTIRE PERIMETER ELECTRICAL CIRCUIT DIRECTORY 103 1/2'STAIRWELL OPENING 4 1/2' ALL ELECTRICAL DEVICES TO BE LABELED BY UNDERWRITERS LABORATORIES INC KEY CIRCUIT DESCRIPTION VIRE GUAGE BREAKER ELECTRICAL SYMBOLS V DOUBLE HIST II 1 LIGHTING AND GENERAL PURPOSE 14-2 VITH GROUND IS ANP DISTRIBUTION PANEL S LIGHTING AND GENERAL PURPOSE 14-2 WITH GROUND IS NIP 2.10.51'(28'VIRE) V II GENERAL PURPOSE RECEPTACLE LIGHTING AND GENERAL PURPOSE 14-2 WITH GROUND IS ANP I STAIRWELL WALLS PRO- 11 4 LIGHTING AND GENERAL PURPOSE 14-2 WITH GROUND IS AP APLIANCE RECEPTACLE I TRIUDE APPROX V INTO 11 STAIRWELL OPENING GROND FAULT PROTECTED 12-2 WITH GROUND 20 AM 0 (ZZ (iFCI RECEPTACLE F I II 6 SMALL APPLIANCE 12-2 WITH GRAND 20 AMP II 0 SMALL MPLIANCE12-2 VITH GROUND 20 AMP S SINGLE POLE SWITCH L__----- j� 10 ELECTRIC DRYER x10-3 WITH GROUND 30 AMP S3 3-WAY SWITCH DOUBLE JOIST II 11 CLOTHES WASHER 12-2 WITH GROUND 20 AMP NOTE 1© ELECTRIC RAGE x8-3 WITH GROUND 40 NMP -(�LIGHT STAIR MATERIALS AND CON- OS JENN-AIRE RANGE x10-3 WITH GROUND 30 AMID STRUCTION ARE NOT PROVIDED TERMINAL BY VICK BUILDING SYSTEMS 14 DISHWASHER 14-2 WITH GROUND 15 AMP © GARBAGE DISPOSAL 14-2 WITH GROUND 15 AIF S D SMOKE DETECTO 1101/BAT7ERY BACKUP 54' 103 1/2'STAIRWELL OPENING4 1/2' © 2 1/2 OR 3 TON AIR CONDITIONER x10-3 WITH GROAN➢ 30 AMID © ELECTRIC COOKTOP(7,4 KV) .8-2 WITH GROUND 40_ LF RAIN EXHAUST FAN ®ELECTRIC EYE-LEVEL OVEN(0.6 KV).8-3 WITH GROUND 40 AMP IB WHIRLPOOL TUB(Q'CI PROTECTED) 12-2 WITH GROUND 20 ANpj&220 VOLT RECEPT d - ® SHALL MPLIANCE 12-2 WITH GROUND 20 AMP .DOUBLE-POLE BREAKER (MIN)1 1/2' 9, © LIGHTING AND GENERAL PURPOSE 14-2 VITH GROUND 15 AHP HANDRAIL EACH SIDE MIN) SPACCMAKER MICROWAVE 12-2 WITH GROUND 20 AMP ( 113/230 V FACTORY- 20 ACTORNSTALLY- 2IST LED COPPERE (BREAKER AMP Ie PANEL = 3-2 iH y, O LO�PER Fi MTi METER BASE SIDES OF OPEN STAIRWELL TO! SII MUST BE PR DV IDED WITH GROUND I INTERMEDIA RAILS OR ROD 70 (MIN)36' POSTS,SPACED PER CODE - WATER PIPING RECOMMENDED SERVICE ENTRANCE WINDOW/DOOR SCHEDULES STAIRWELL DETAILS BASEMENT STAIRWELL DETAILS ELECTRICAL CIRCUIT DIRECTORY 28 WIDE MODULAR HOMES DRAWN BY,a SCALE 1/2•=1-0' DWG B REVISED 1-27-00 BATE,U!-13-95 7P WICK BUILDING SYSTEMS, INC. PO BOX 530 2301 E FOURTH STREET MARSHFIELD,V1 54449 (713)387-2351 I 3'MAIN I 1 1/2•INDI- 1 1/2•WI-/j STACK II VIDUAL VENT I VIDUAL VENT 1 I/2•INDI-/� V + y u Vld)AL VENT I 2.1 1/2x1 LAVATORY 1 1/2•SAN- I �C(� CMY� � CIyV 6'� I SANITARY TEE (1 1/2'TRAP) 1TMY SCE I t�P �(RY�• ,9 �2�� 1 1/2'SAN- �T, 4� x �Z'VET IT FEE VENT � � I nN O %NlIAW ]x7d 1/2'XSANITARY SEE /2'SAN- IIART TEE MINPIPE MIN PIPE x1 1/2x3' LENGTH ICNGTH Y TEEOF 3.3.2 LONG 1 1/2' 3' 1 I/2' 3• j iIBIN TEE WYE O O TRAP TRM TRM 3'MAIN I O 1 1/2' 1 1/2' S7ACK Y O TRAP IT I © Q ' EO O GALT IK I I LAUNDRY SINK WASHER I S 3'MAIN IACK�I STACK f 2x1 1/2x1 1/2' � //y,�I(��SANITARY TEE\� (2 DFU) (3 DFU) O ALT 1 I 3.3.1 1/2'�� LAVATORY LAVATORY/' I I / SANITARY TEE (1 1/2•TRAP),U{ I LAVATORY I I I TARYEE ✓3VENTT I--2•VET 1 1 1/2'POA ENT TRAP 3'SANI- I r DISHVASNER WASTE r 11/2' INDI-^I TARY TEE 2'WET�� DISHWASHER WASTE FROM AIR GAP VIDUAL VENT 2z1 1/2x1 1/2' \ 3'LONG VENT FROM AIR GAP + I / 2x1 1/2x i I /SANITARY ICE / TURN TEE WYE 2x1I/2xl1/2' 1 1/2'WYESANITARY TEEONG 2z2z1 1/2' 2x1 I/2x2' LAVATORY x MAXIMUM DEVELOPED LENGTHOF YE SANITARY TEE SANII ART TEE U 1/2' SRM) 21'-0'H 1/8'PER FOOT PITCH OALi I ALT (MAX OF 12'-0'B 1/,•PER FT) OALI NIR =b 1 1/2• I I I 1 1/2' 11/2' 1 7RM I`-2'VET ��1 1/2'INDI- 1 1/2•INDI- +I 2x1 1/2x1 1/2' IRM RAP 1 1/1'CONTIN- ` GARBAGE 1 1/2' VENT I VIOIIAI. VENT VIDUAL VENT SANIiMY TEE x UOUS WASTE DISPOSAL TRM •MAXIMUM DEVELOPED I j LENGTH OF 6'-0•B © N / 3x2x3'SANI- TARY TEE 1//'PER FT SLOE BATHTUB KITCHEN SINK N ~(i`^io viAii 2 DFU) (2 DFU) VENT ELL x� LAVATORY ~2'WE / I (1 1/2'IRM) I VENT / '�13I"- STREET ELBOW STREET / ELBOW OT 3x3.1 1/2'SAN- 2'.90'LONG x BASED ON A MAXIMUM CUR)LATIVE DFU ITARY IEE B 15' SWEEP ELBOW O 2xh1 1/2' I I VALUE OF 24 a ALL FIXTIHNEI SERVED SANITARY TEE I T BY ANY PORTION OF THE VENT HEADER GALT 2 i ]'MAIN 7.3x1 I/2• x 11/2'S!W- i d� I STACK�I/SANITARY TEE 2x1 1/2x2' x1 ITARY TEE / 3'MAIN SANITARY TEE DIAMETER TRANSITION STACK O (IF NOT MAIN STACK) 2' O 2 O TYPICAL I / x]x7•VTC C D PIPE VENT TERMINAL I O .((LAID fLAT1 1ql/A2 3'VET TRM IRM I •Mq%IMUM SO(CCT 3•CLLNT x� LAVATORY II VENT / (1 1/2• TRAP) I // T----- ---- ----� 3x,s [ieav O STREET 3'SANITARY 1 // 1. SINGLE LAV OR VENT HEADER TO I ELBOW SCC H 15' 3•x90'LUNG`-7 N ALT 2z1 I/2x1 1/2' I WATER SOFTENER I I BE PI1[IHE TDVARD$ I I SWEEP ELBOW O ✓SANITARY TEE\� I 1/2•.g0•LONG I I DRAIN IF PUSSIBLE I I I Q LAVATORY SWEEP ELBOW R CLOSET 01' CCLOSET LFLANGE I LAVATORY I I I I I i LO WATE ALT 3 U DFU) OY 1x3' ET BEND 1 1/2' I��2'VET I I I r, I U DVV FITTINGS AND PIPE ARE SCIEDIRE 10 ABS PIAS- LINETYPE DESCRIPTION Pnc ENT TIG VNICH MEETS ASTM D2661 AND ASTM F628.KAO- Z'VET� ��(PIPE I 1 - I}-�' I.._,. I FAC711RED BY SLOAN IfGR CO INC. ———_ VENT AIN VENN v I v— —�—I L1 r I FL OU(LINE I 21 ALL OWV FIXTURE CONNECTIONS, INCLUDING VENTING, ————VET VENT / SMALL BE CONPLEYED INA•STUB-t1HN000II-FLOOR' x 2'SARI- 1 1/2'SAN- FIjj XTURE EIDRAOF INS,INCLUDING HOOK-UP TTFACTORY.ALL O PUBLIC OR 1 1/2' 1 I/2'LONG IE RN SART TEE Tpgp TURN TEE WYE ITMY TEE O PRIVATE SEVER IS TO E COMPLETED'ON-SITE'. (1/2• 3)THE MINIMUM PITCH FOR HORIZONTAL DRAIN PIPING IRM NOTE,EACIN BUILDING SEVER SMALL BE SERVED BY AT LEAST 1 MAIN STACK SHALL BE 1/1'PER FOOT FOR 1 1/2'AND 2'PIPE. GALT O THE MINIMA FOR 3'PIPE SHALL BE 1/6'PER FODT. (MIN 3'DIAMETER) A VICI SHALL INTEND VENT HEADS FROM THE TYPICAL DVV DETAILS 2' 2' BUILDING GRAIN T13AL q VENT BRANCTIL OR VENT HEADER. ALL OTHER /)ALL TRAPS ARE IF THE REMOVABLE-DIP TYPE AND SRM TRAP DO)BLE LAV VENTS(INDIVIDUAL.COMMON,BRANCIL 177 HEADER)SHALL HE 1 1/2' THEREFORE QUALIFY AS CLEAINUITS. WISCONSIN PLUMBING CODE DIAMETER EXCEPT VET VENTED PORTIONS WHICH SMALL BE 2•DIAMETER. •MAXIMUM DEVELOPED LENGTH S)BATHTUBS SMALL BE PROVIDED'WITH A 1 1/2'(MIN) DRAWN tri CJS/dc SCALE,HOME DV B .MAXIMUM DEVELOPED Of 6'-0'B P 1/ PER FT SLOPE OVERFLOW. LENGTH OF e'-0'H REVISED 10-20-9 DATES 1-19-93 8 Q 1/1'PER fT SLOPE SHOWER LAVATORY/WATER SOFTENER VENTING DETAILS GENERAL INFORMATION WICK B ILDIN530 GES STEOURTHMS, INC. 2 DFU) O DFN MARSHFIELD,VI 54449 (713)387-2531 FAl CET FAl1CCT NO MDSE BIBB NO HOSE 9I18 1/2'SVET x 1/2'FPT 1/2'SVET 1/2'FPT 1/23/0' DROP EAR ELBOW�_ DROP CAR ELBOW�� 1/ADAPTOR• 1/2'SVET TEE 'x / ��3/B'COPPER ADAPTOR RISER 3/0'CPER- � WATER RIASERIWW TO .•r ARRESTOR 1 I/''VALVE/ !I/2'SWET X 1/2'FPT TEE 1/2'TO 1/2'SVET DISHWASHER 1/2' 1/2'COLD VALVE 1/2•SVET x 1/2• 1/2'SWET x 1/2' MPT ADAPTOR\ MPT ADAPTOR\ 1/2'HOT SVETAy D3A/R8 VALVE I'FAUCET/MIXER FAUCET/MIXER DISHWASHER INSTALLED ,9 SUREA411CAA PRESSURE BALANCING AT KITCHEN/UVATORY PRESSURE BALANCING { OP 1113HAL 1/2• 110•r MAXIMUM Hoer MAXIIILH SVET x 3/0'VALVE FAUCET / TEMPERATURE / TENPERAIURE FAUCET NO HOSE BIBB AT LAUNDRY SINK SETTING SETTING tO HOSE BIER 1/2'SVET 1/2' 1/2'SVET 1/2• MPT ADAPTOR WITH / NPT ADAPTOR VI1N P05-LP24-5 1/2•x90'SVEI ELBOW TUB SPOILT 1/2'x 90'SVET ELBOW /2A'FLEXIBLE P05-LP2A-5�� RISER L VALVE 21'FLEXIBLE +( RISERTL VALVE WATER POS-LP24-5 HAMMER 21'FLEXIBLE ARRESTOR RISER L VALVE / / 1/2•SVET x 1/2 SVET x 1/2' 1/2' ALT f l/2•FPT TEE OPTIONAL 1/2' OPTIONAL 1/2'2, 1/2'COLD \ 1/2 SVET VALVE SVET VALVE C13PPER b2'SWET TEE DISHWASHER ' COPPER i/2' COPPER 1/2'HOT 60•FL1CALLP60-5 COPPER EXIBLE ALT RISER L VALVE DISHWASHER INSTALLED KITCHEN/LAVATORY/LAUNDRY SINK BATHTUB WITH SHOWER SHOWER KITCHEN SINK NO HOSE BIBB U ALL WATER RISERS,UNLESS OTHERWISE STATED,ARE TO BE 1/2'TYPE FAUCET 'M•COPPER.SOLDER 95-5 MEETS ASTM 132. 3/8'SOFT COPPER 2)ALL RISER ASSEMBLIES SMALL BE COMPLETED IN A 'STUB- LEADERS•TYPICAL FLOOR'MANNER IN THE FACTORY.ALL INTERCONNECTION OF INDIVIDUAL �/OF MANY SINGLE- RISERS,INCLUDING HOOK-IP TO MAIN WATER SUPPLY,IS TO BE COM- LEVER FAUCETS PLETED'ON-SITE'. 3)ALL WATER LIMNER ARRESTORS SHALL BE ACCESSIBLE EITHER 1)VIA A REMOVABLE ACCESS PANEL(2)THROUGH THE CABINET BENEATH THE 3/8'COPPER 3/0'SVET x I/2• rIXTURE OR 3)THROUGH THE BASEMENT. CHROME RISER SVET DOWLING 4)THESE SCHEMATICS REPRESENT-TYPICAL'APPLICATIONS AND ARE ONLY 1/2'SNOT-OFF VALVE MEANT TO SFOV IMP TART ELEMENTS(PIPE SIZE,INCLUSION OF WATER / 1/2'SVET �" HAMMER ARRESTORS AND VALVES,ETC).ACTUAL ASSEMBLIES NA1Y VARY WASHER CONTAINS BUILT-IN 7/B'VALVE 1/2' WITH REGARD TO PIPE FITTINGS.JOINING METHODS,CDBECTIOH TO VACUUM BREAXRES CHROME 1/2' FAUCETS.ETC. i ALTERNATE FAUCET CONNECTION GENERAL INFORMATION 1/Y SVET x 1/2'� FAUCEI \1/2•SVET x 1/2• 1/2' FPT ADAPTOR FPT ADAPTOR NO HOSE BIBB i/2'x 1/2' /V 1/2' SWET ICE 1/2'SVET TEE 3/0'COPPER 1/2'x 3/0' ' VATCR RISER ADAPTOR HAMMER 1/2'x 1/2' FAUCET NNO BIOSE BIBB ARRESTORS 90' SVET EL 1/2 POS-CPIS-7 I/2' IS'FLEXIBLE RISER l VALVE� OP/, 1XIb1gL 1/2' SVET 3/9'VALVE POS-LP20-5 20'FLEXIBLE RISER L VALVE 1/z TYPICAL WATER RISER DETAILS COPPER N/2• WISCONSIN PLUMBING CODE ALT COPPER1/2' _ COPPER DRAWN BYE CJS/dc SCALD NONE I DVG Y ALT REVISED 12-1-99 DATE,1-19-93 8 B WICK BUILDING SYSTEMS, INC. WASHER WATER CLOSET BATHTUB LEDGE FAUCET PO BOX 530 2301 E FOURTH STREET MARSHFIELL VI 54449 (715)307-2551 1 / 1 1 I I rl G: 48 77 I 1 v I I F ` � 1 I \ / 1 — I F9 P: l :I M c v � FsR I••)NyyPy z ZyC~Dm C C o N L"Z-- K 3 a D 3 zm m=z 3 Cp r W >3 3 m • I NM FDP SRT PNL 0' co W < << V - mmmmm "` 0NLn � S mIJNmV - m A,OmY, 1 C3 {RNUImv m4lVN0 1S..3 I _ 3/.' IN' YI .12 126 IR B2 3/.•VINSOV 1 9F j 3s• r PC, _ P.1 +{ _ F it3Y 1/B uJ� � U. _ I1B - '' L R Iu V-3� IIF � A - Z � Zoo � r_• 6 Z 3_� p8 E I o 10' I IN - RAME V.314 a+y -- - n I .r YB VA -hm W-11 —67 z.• Ki = ' RnBw tRIDGirc I -1 _� ; 35- 1r I v . R _I lse• 1 Ty m�Z aa m m� 3 3. Svc^ O I Dmn��<p , I C CO �y mm�f u o 1 � b r V A-znAA. IC I i nl- m "nom 1 F N Pod I 60'-0'FLAT .y 2+12x11'-D' 1 1/2'.IB'i24__0'71NOFRSTRAHD_____ 2.12.10'-0' 2.12.M-4- 591-1.PLY — 0& Db IRIPIC IRIPLL f• 10'-0' 1 11'-6 1/2' 1,1/2' •A DPCNING t2 fYCNIeL 11 <pWr) SPAM (SP7.f11 1• p• _`10•_ 12'-9• 1'-10 1/2' 3•-10• - 13'-3 1/4• ,�21'-10 1/,• WALL 591-1' 46'-4• 41'-3' 3Y-4 1/2• 21- / to WALL 12'-3 3/0'PAST1 s•- 6'-3 /1• y._y. S.-T. z vz • n•-I v4• -Ip v4•�/Y :j12.77- :z ^ - 93 vv n a—.-ja �• 1 a• ® HITLER a-OR 1/6 - 93 1/4• rah S, PM11R7 �L � i7 ^ a ^ 4u �• �' N' � 12 �I1 1/2 WALL 'STIMBVm6 ------- - R z3• ,.eo•PLT z3 --gy _ f°•erne•CAP 12"fir - -- ADD 11 ^ : RP MJ DETAIL N •b I I KITTSDFOR K /!/ I I 3.66 1/pM to LP 1 ^ N R ^ INN- 'a' LL4 I a 24- w 3 ,.4z v2'nR7r-I� pR �/a al 0-49 /z 1 8 pRfr t iR 1u x A Y I- Im x �AaAPCL w pa'fIt - -— ,2N I f0R D4 SITE •� � yr I --- ------ ...--=_-------_ -----'----- -- - �t Ir-s 1/4• ,yr ,•- yr r-w ,va• 39-2 v4' 6p'-o' - a•-o 1/4• r- 1 4 39'-R 3/4• - -- - 1 16'�U 1146 to-WALL 4z 4a 3fi_ i_32 __]4z6 _2fi— 3._$:__ 20 u i 1 y 13'-2' 7..p. 16,..0. 15._10. 7•-4. 1,• ST—El ST—EY :AR r 6+00` 6 s 3P,,L 6 Pei 6,60 l + LN M ANT[N]/4• d 30 I/4'. 38 1/4'. VALLf / 'A' iHl 3 Oe'RD a,'ROKK 2040 63'+4 7 5/0'91 3L4 49 4- 1 ULAr k0PRE-DRILLCR 3/4•FILLER 3/4•FILLER OPEMND 01 1pENING q- 36• 3 1/2 3 1/T tARCH> 4ARCHI 7p / 2x12.41 1/4 2.12.41 1/4 2+12.66' 3-1 3/4•x9 1/4'x1%'LVL HEADER u u 4ln --'_ — - --- - - - ' 43•-3'<03]r7•) 36'-0 3%,• 26•-8 7/4• )•-4• — yy I 9W-Ir Ctlr•4SF TRIM TAILS 6 w101110412 "6.e•1 w3•p� 20' HINGED ROOF 4.37/12 22' CAVE OVERHANG ELHz.m+r-R•OUTSIDE RAI 2.1.14•-0•artSIDDE RAIL 0.14•-0.OUr IDE RAIL 2.10.16•-p•QUTSI RAa z.1o.R•-o•OUTSIDE RAn. 22' GABLE OVERHANG zxlo.ly-o•MIO .0 RAIL .10.1,'-0•MID E RAIL 2x10.6'-0' IDDI RAIL x10.16•-0' 04I-i-oLe RAu. 96 1/4' CEILING HT 40• a+loxes•-u v•INSIDE RAn 1 240.7'-9•INSIDE RAIL _ FLAT CEILING ENTIRE -- -- DRYWALL ENTIRE 44 ,z ,0 36 36 34 3z z6 z4 zz zo I w u a IaF FL 4 POLY AIR BARRIER END JOISTS 2.4 FRAMING�CREV POSTS TO Ax10- JOISTS IN FLOOR 2xlO JOISTS x • 1,17'-6•DV IbRE 1 12'-6•VIRE 12 va, 16' CIC 3J'l]_vIRE _ NOTCH BOTTOM PLATE x58• LONG) es-rTAi FOR 2x4 SUPPORT POSTS - STAPLE STUDS TO POSTS 8f IOVIRL2 @ LOOP nOU 3v'rE2 A _ FLOOR OHERE1 ----_--19=01/2.MYER MCI WDER_.IISTs ------ � Q Iii .H MM-871M F 12 Va- MODULAR DO WL CUTOUT JOIST UNTIL HOME 3R•a-z CUTOD7 SPACE IN ttNTER X IS SET ON FIXINDATION .IDISI ra ALLOW FDR Wlac L vIRL � t z vA L s PPORr Pusis(2) - - 14'-11'WIRE L _PEES NI G START [DIPDInrr LIST HOVE 46'-8' TO 46'-10' 48' & 96' IK-07IN-E ELECTRICAL W-071N-P KWAING K-59 K TCI N VICK BUILDING SYSTEMS, INC,PROD LAYOUT DRAVR'Y' DC,63 DATE,5-19-99 MDEL 0 NOTE: FLOOR PRAWN UPSIDE DOWN ICLRDVI s .9 TU7RIs zasl 4140/24 REWISEo- SEALE.. MM-871M-B 38 7 ltd x ?i ,����.2• —IR•�h.�IB2rliz• Ic•�1o116.x• '-1' tr-R yr c•-m vz• 931/4' �<t 6•-IO rr 3 0^ -lo vz Is�z• L 9]vt'—— Gaj FAAILr .•i _ — __ 90ROOM —_ 2Y 95 314- Em FR t.12'S $ USnIG PATTERN 1 C 9N4 TOILSHi . a 1.{3/0' WR FOR SNT ^ 20• CAPPED ROOF 4.37/12 22' EAVE OVERHANG 3 2.4.99 16/2'A.DER _ 22' GABLE OVERHANG 96 1/4' CEILING HT j --------- VAULT CEILING ENTIRE DRYWALL ENTIRE T I9 la I. I ID . POLY AIR BARRIER i 240 JOISTS 16OC j (150• LONG) i I I7c�i MM-870M 12 1,D• MODULAR 12 1/G' t RAR-SPLICES AT THESE /DIWNSIMS IS CRITICAL\ n ' - 2.10.16'-0' INSIDE RAIL) 2+10x0'-0'(INSIDE RA IT, NO JOIST OFFSETS _ t•Io.e•-o•<nnslDc RAn^� g_ID.16'-D•(artS1DE RAIL) I JOIST HANGERS IN THIS END OF FLOW micsRTu1E� NTEtr�uL PL N9IHG x TpCN WICK BUILDING2"1 SYSTEMS. ENC.p6D0 LAYDNt DRAWN IT-x{67 DATDS-19-99 11�L NOTE, FLOOR DRAWN UPSIDE DAWN PIT WS 544 2441 E rauRTN STREET REV,ffb SME-MW MM-871M—C xARslnan w$1N9 aIs)]OT-zs51 a.cvz. :i •Y :a :4 n •�1 I -7 1 'FIAT' 7.10 TRUSS �1 ' 12 HINGE PITCH PLATE 1.37 2.4 2.1 ] K "4 2k4 •e •9 - ;+1 Is 2.3.1 1.6 I,$ 162 1/2' •f1 I 20 I/2' 28 WIDE FLAT WITH HINGE '.Y I 1 'VAULT' 0 TRUSS P a 6"6 HINGE PLATE 1.37 PiiCll 1 2X6 /.6 '•� 3.4 �71�i 1.7 201/2- OPTIONAL 28 WIDE VAULT WITH HINGE ij I NOTES' ROOF TRUSSES IT TRUSS SPACING IS 21.O/C 20 WIDE MODULAR HOMES 21 TOP ANO BOTTOM CHORDS ARE 2.4 SPf DRAWN BTS OC I SCALE,NONEI 1A ])VCOS ARE 2.3 SPF UNLESS OTHERWISE NOTED REVISED 12-7-98 OAID 12-13-93 WICK BUILDING SYSTEMS, INC, PO BOA 330 2301 E fWRIH STREET NARSIFIELD•VI 54449 (713)307-2331 .� LI 2].IU 1.4 HINGE i.A I,I ].] 12 PLATE 12 6� 1.6 LI 6� LI 7K IH Is..- ]s 1.4 zs.I Ile lit• t I i1- _III 1/2' _ 162 1/I' S , OPTIONAL 28 WIDE FLAT WITH CAP OPTIONAL 28 WIDE FLAT WITH HINGE 3 t i i t 13.4 J 1.4 23 11 t — 1].I 1.. 3.8 Iz 3.8 Ls.( A.b 1.1 Is V 7/I Ib2 1/Y sib H 1/2' OPTIONAL 28 WIDE VAULT WITH CAP NOTES, ROOF TRUSSES U TRUSS SPACING IS 21'O/C 28 WIDE MODULAR HOMES 1)IDP AND BDTTON CHORDS ARE 2.4 fPT' DRAWN B7.DC SLKE.N@[ DVG b 7)WEDS ARE 2v7 SPE UNLESS OTHERWISE NOTED REVISED 12-7-9D 1 DATE,2/7/95 i2_B WICK BUILDING SYSTEMS, INC. Po BD%570 2301 E EDURIN STREET HARSHCIELIL WI SII19 (715)7D7-2551 ON SITE BY OTHERS ATTACH CAP TRUSSES TO LOWER TRUSSES WITH GUSSETS PROVIDED (6 PER TRUSS) PER DETAIL ATTACH UPPER END WALL WEDGES (4) TO LOWER END WALL ATTACH GABLE OVERHANG (4) TO TRUSS AND END WALL APPLY 7/16' ROOF SHEATHING WITH H—CLIPS EACH TRUSS SPACE — NAIL 6d OR STAPLE 7/16'x1 3/4'x15' 169Q (6' AT EDGES — 12' IN FIELD) APPLY DOUBLE LAYER SHINGLE UNDERLAYMENT TO ROOF — OVERLAPPING ROWS 19' APPLY ROOF EDGE — FASCIA — SOFFIT ;.a APPLY SHINGLES PER INSTRUCTIONS ON BUNDLE APPLY RIDGE VENT AND ANY PLUMBING STACK OR VENT FLASHING AS REQUIRED APPLY FIREPLACE CHIMNEY AND FLASHING PER INSTRUCTIONS WITH FIREPLACE IF REQUIRED j ;• 3 1/2'MIN.FOR VENTILATION `t 22rr afrrF '+rte 3 I/24x5 7/8'.5 7/8'OSB GUSSET r^+' +FASTENERS PER GUSSET(2 PER TRUSS)BOTH SIDES OF TRUSS •7� REFI 2.2.11 REFS 2.2.11 r „ +•�li 6d NAIL - 1/2•x1 1/2' 169. STAPLE. CAP TRUSS CAP TRUSS INSTALLED INSTALLED ON SITE ON SITE r'4'rQPr �(r 6 ��Ix3 FLAT TRUSS LATERAL 4q+r p BRACE VAULT TRUSS Sy4} REFI 2.2.9 REF, 2.2.10 ,B, �•. STANDARD 16' OVERHANG 6/12 CAP TRUSS SYSTEM CAP ATTACHMENT DETAILS DRAWN BY.DC I SCALE-IIDIE DWG Y Pj REVISED 5-I8-00 1 DATE,3/27/93 12-C j7 WICK BUILDING SYSTEMS, INC, PO BOX 330 2301 E FOURTH STREET NARSHf1ELL VI 5+119 (713)387-2351 iw 1 2 3 ONE 09.3 1/2`SCREW 4 SPLICE MOVE TR-SCRCWCD EACH THREE KC27"ILSIM RASCNENT POST SIDE OF TRUSS SIDE OF SPLICE.THEN SINGLE SPACE NAILS APPROX.0• PAT- TERN VITN LIADr{RED RIX MOST TERN{SEE FRONT VIEV) .DISI / FDA KC27(NILS NO SPLICE PLATES AT CKN AIST ODIIrE ARE REQUIRED / MIST / 1 WLVAM12C0 PLATO ;'� W.,2' 3 CKN D EACH SIDE NAILS / R MIST OF STRAP '; rlv[KCz7.,Lf EACH GIST / 8T t 1/2'x]0 GA LILCL Sl¢N 1 T STRAP WRAPPED 1 1/Y•997 T-MAILS I. D• I R�I_y� r„I D'---i�D—i IR 1RRR IOP PLATE ( O EALM SIOL Y ERitE FRONT VIEW TRUSS VI11OUr OVERMAN. (SEE LKC P21.5) L WITH 1.6 FASCIA DOARD RIM JOIST TO FLOOR JOiST AND RIM JOiST SPLICES JOIST TO J❑IST (RIM OR FLOOR JOIST) JOIST SUPPORT LEDGER TO RIM JOIST ALTERNATE TRUSS TO SIDEWALL : LOCATE BIDDER; 5 6 7 _. I 8 DRI DG MG AT NIGPOMT •! CT FLOOR MISTS L' 4 Yx7•GANG-NAIL 1� r ERE SLOE ERar / MECHANICAL 6•A,AT FASTENING ' .` EDGES L MINTS_• 1 3/8•GYPSUNiSON L15- TWO KC27)NILS 1/4•WOOD PAWL K11 EACH AISI \ 1.OC 12•EL ggg . f •W nELO• •W FIELD' g ALTERNATE 1 4•(r AI FLma FASTENING T EDGES AND AT ONSA20 ORTWKL ADHE- I6•FRAMING iPKING- 4•IUIT AIMS 092E SIVE APPLIED PCR MAN;- C04TWK:THIN ADKSIVE I• /E, S fKT1REYS INSTRUCTIONS -STN 03571 APPLIED TO :y / WITH 019-1 I\ �) AD CONTINUOUS RFRAMING RENDS R •SEC Kf;CST WITHIN fi- 'G RCPURI 91-30 ADHESIVE;NFRAMING IT K OHIITED PVA FLUE ON SCE DETAIL SD RANDOM LENGTN RIN TORN SCK/F-6100 1 AT WALL OPENING WITH .1 STANDARD ONFINGER- AISI ADR:SIVE REWIRED KTVCEN VON WALL FASTENING STONING FASTENERS Ir O: JOINTED 2.3'9 DECKING AND FLOOR JOISTS FASTENEBL 6.1 1/4• 4 16' I l6• I 16• I DRYWALL SCREWS BRIDGING AT BOTTOM OF FLOOR JOISTS FLOOR DECKING TO JOISTS WALLCOVERING TO PARTITI❑N WALLS 1/2' DRYWALL TO PARTITION WALLS PANEL AIN; \ lU 11 cK VAN12 D'S TRAP INTERIOR 12 _ WITH S-Nli D CND WALLS WALL- CLOSED-PANEL "i VKL VKL ,i DEAD ENTIRE LENGTHE$ Gro AND IDiiOMON PLA PLATES IN"I' 6 - ~~A RIx2 1/2'VUDD lu HA0.AT CACTI SCREW AT EACH STUD SPACE tSTK- E STUD SPACE\ GER NAILS ON IOTA /SIDES Q VKL> TYPICK ALU 023 STAPLE S TVD AT EACH TOANSCK 2100 DEAD I \Ix] \ STUD SPA[C ;CAD KERG ENTIRE _ LENGTH OF WtH SUES R STUD AT PANEL MINI / \ ENDVKL SINGLE DEAD ON ONE SIDE FIVE KC27 NAILS FIVE KC27 MAILS OF STUD IF NO PANCL MINI EVENLY SPACED rUE-HAILED AND SIDEWALL E VEN.Y SPACED TRIPLE L YER 1 1/rx12'x TRIBE LATER 1 1/Y'x12'xbp4 KTCIDAiE FASTENER TDP VIEW SODA GALVAAIEED STRAP . t/ALvAN ZED 31f CALX CND ITEC REPORT P.12.1-524> ID.]'SCRCV •/3-1 1/2•x097 T-FALLS GAL VANIIED STRAP uw[No ANY WALLCOVERING TO EXTERIOR/MARRIAGE WALLS INTERIOR WALL TO EXTERIOR WALL INTERIOR WALL TO FLOOR TOP PLATE STRAPPING (ttC CKC P2.M22) 14 IANm°0Vrn Ktz9 15 PI-ATE-78-HEADER 16 13 FOR Two TIRIC rnR oz! axs '•' OPENING Y.Ir GANG-HVL STUD-TD-KADERLOIN SIOFS THREE 023\2x7RIA(E DRVKL TOP PLATE 2x6 IOP RATE PxCI IDP RATL 2x1 TOP PLATE 2x6 T PLATE OXT VKL) OMT VKU (TNT VKL) (WT ALU ING TOERIOt WALLIOP PLAIC IMA TWO 0n 023 023 (THREE IF YxT GAMEIL STUD-23 lCRIPPLE -MA ONE SIDE DNI023 6'OC i ONE KC 29 NAIL j CALM AISI SPACE tw TNRCC FDR l FOR IN ED= 2.6 CXTDIO 2•]MARRIAF,C 02! 02! On 1 1/2'x12'.]0 W 1 1/2'.12'x70 GA 'In ODOR OPENING WALL SRC PLATC VKL SOLC RATE 2x7 IOP PLATE 2.3 SRE RATE 2.4 SOLE PLATE 2.6 SERF ITArt GALVANIZED SIRAP GKVAHI2[D STRAP (MARRIAGE VKL) ICXT OR INT VKL) (OKI OR WT VKU SXT OR INT WALL' WITH 7-WI D CND WITH 7-NII/CND FIRST]-STUDS rut?SUN ON SIRVALL.f ON ENDVALLS EXTERIOR/MARRIAGE WALL PLATE SPLICES PLATE TO STUD EXTERIOR ENDWALL & SIDEWALL TO FLOOR WINDOW/DOOR OPENINGS FASTENER DESCRIPTIONS ALL FASTENER SIZES, QUANTITIES PICTORIAL FASTENING SCHEDULE K11•7N'LEG x IH•CR K AA STARE P13•I•tR x 1'LEG x 16 GA STAPLE KC17.1 1/2'x.171 SMOOTH SHANE FLAT WAD;NIL AND SPACING ARE MINIMUM Lls'•I I/4'LEG x IH•LR x 16 GA STARE PII.1•CR LEG.16 GA STAPLE Kc27 ]'x.UI SMOOTH EHANIL FLAT HEAD MAIL WICK BUILDING SYSTEMS, INC. 28 WIDE MODULAR HOMES NMI )/16•ER x 3/4•LEG x 16 GA SIAPLE D19.7/IL•C'21-1/12.]/4'UG a IS W STARE KC29 3 1/1•x.131 SMOOTH SHAW RAT HEAD HAIL N2' SPACING IS ACCEPTABLE AS LONG AS TOTAL PD FXI%170 2301 E FCRIRIH STREET M2 7/16'(R x 7/0•L[G K 16 W STAPLE 027 )A6•CR x 2 1/2'LEG K 17 GA STARE MARSWIELD,VI 34449 (7111 307-2551 DRAWN 6Y�LA/tlC SCKG NCIHE DVc R MAT•Inv CR x 1 vz•uc.16 w STAPLE NUMBER OF FASTENERS IS NOT COMPROMISED .9. 7n6•OR x 1 3/4•LEG 1 16 GA STAPLE (EXCEPT IF NOTED IN INDIVIDUAL DETAIL) REVISED 7-14-99 1 DATE-7-19-8a 18 A x c3 P 71 OR- Eli GN6 p L z £wQRS Nx�X, WE ' + D p z p o ; p �RgJN m» N ro IIII 'I �O N 71 i w <R'" �R ^ BR Z --------------� fTl P. -� o D TR 070 N •� go \ _ ri ! _� n D < < D r v R ri > mrl - yV2•r ro ea r i ie r ci z < 0-1— =1 C 'csrnuw C. � RL N A rn O R� 9 S Z a z S G) - O n !€ R D - R ro y to R A z CI Z 4 � rm ; RR $ _ oaw 31,31, B a R,q S�r' Fed gg� d e tH3 �gx r eR� r Vi e» £ pkr w c v rO A gft (J r NSR i�PR A r+ c 4�� kO N� ex- :zjHF o eF »h„ - n O i In a u=� Z ^; W n $ R ccRP cc` D S� m z n D A � _ gq C.oA = w c Z RF y �R ya '� a � s »fie !ep » "s In V >z mct g A C1 �- z„ > M2 $ro= w e r ti RVi RcS�» Mp ccR PZb R N cR F R»{ 1:9. rrCi w `w � F �R�R RRA Fix R ter, N OD ru NA »� N _ o CITY OF FRIDLEY PLANNING COMMISSION MEETING, NOVEMBER 1, 2000 CALL TO ORDER: Vice-Chairperson Kondrick called the November 1, 2000, Planning Commission meeting to order at 7:30 p.m. / ROLL CALL: / Members Present: Dave Kondrick, B7tjara Johns, Dean Saba, Leroy Oquist, Larry Kuechle, Connie Modig Members Absent: Diane Savage. Others Present: Paul Bol' , Planner Irene a d David Vasecka Marie Vasecka, Power of Attorney for Irene and David Vasecka Bob Schroer, East Ranch Estates Dan O'Brien, COSA, 7520 Market Place Drive, Eden Prairie, MN APPROVE THE SEPTEMBER 20, 2000, PLANNING COMMISSION MEETING MINUTES: MOTION byJohns, seconded by Mr. Kuechle, to approve the September 20, 2000, Planning Co fission meeting minutes as presented. Seconded by Mr. Kuechle. i UPON A V'OICE VOTE, ALL VOTING AYE, VICE-CHAIRPERSON KONDRICK DECLARED THEM ION CARRIED UNANIMOUSLY. 1. PUBLIC HEARING: Consideration of a Lot Split, LS #00-05, by Irene & David Vasecka, to separate into two buildable lots, generally located at 5427 4`h Street NE.: MOTION by Ms. Modig, seconded by Mr. Kuechle, to open the public hearing. UPON A VOICE VOTE, ALL VOTING AYE, VICE-CHAIRPERSON KONDRICK DECLARED THE MOTION CARRIED AND THE PUBLIC HEARING WAS OPENED AT 7:32 P.M. Mr. Bolin stated that the petitioners are requesting a lot split to split the property into two buildable lots. Each lot will be 80 feet wide and 130 feet in depth. Code requires that single family lots in the R-3 district have a minimum of 75 feet of frontage and a minimum total lot area of 9,000 square feet. Each of these lots will be 10,440 square feet. Mr. Bolin stated that the petitioner has plans to place single family homes on both lots. Staff recommends approval with stipulations as follows: 1. The petitioner shall obtain all necessary building permits prior to construction. 2. The grading and drainage plan shall be approved by City engineering staff prior to the issuance of any building permits. 3. The petitioner shall provide proof that any existing wells or individual sewage treatment systems located on the site are properly capped or removed. 4. The petitioner shall pay the required park fees prior to issuance of building permits. 5. The petitioner shall pay all water and sewer connection fees. PLANNING COMMISSION MEETING, NOVEMBER 1, 2000 PAGE 2 6. The petitioner shall agree to preserve mature trees to the extent possible. All trees required to be removed for the new house shall be marked and approved by City Staff prior to issuance of building permits. Mr. Bolin stated that stipulation #6 pertains to saving the larger trees on the lot that are not in the way of construction for the home and driveway. Mr. Kuechle asked if the grading and drainage stipulation is because of any problems on the lot. Mr. Bolin stated that it is standard to make sure all properties are maintaining water on their own sites rather than creating problems for neighbors. There are no special drainage problems on these properties. It will create water flowage away from the homes because the property is relatively flat. Ms. Modig asked if stipulation #6 was going to be standard. Mr. Bolin stated that since the subdivision on Benjamin and Gardena, it has been consistently placed on properties. The petitioner, Marie Vasecka, stated that she has Power of Attorney for her mother and father, Irene and David Vasecka. Mr. Kondrick asked if she had any problems with the stipulations. Ms. Vasecka asked what staff was specifically looking for with the grading and drainage stipulation. This property is affected by the grading and drainage of the properties around it. There are apartments behind this property on a higher level with a paved alleyway behind it. The water from the paved alleyway tends to rush over onto this property. The downspouts on the house to the south are draining onto this property. What does the City have in mind for the properties around this so they do not drain onto this property? Mr. Bolin stated that with the existing alleyway, there is probably not a lot that can be done. Grading of the property is necessary so the water is not flowing against the home. Ms. Vasecka stated that they cannot grade back to where the water is coming from. Mr. Bolin stated that she would need to speak with the City's engineers on that. There is quite a drop there from the alleyway down to the property. Ms. Vasecka asked who they should talk to about the neighbors on the south side because their downspouts should not be draining. There has been a change in ownership from when there was an existing building on that property. Mr. Bolin stated that he could take care of that. Ms. Vasecka stated that the existing well has been capped when they took the other building down. Does stipulation #3 still need to be in here? Mr. Bolin stated that they could keep it as a stipulation; but if the City could receive a record of it, it would meet the requirement. Ms. Vasecka asked if stipulation #4 regarding the park fees was standard. PLANNING COMMISSION MEETING, NOVEMBER 1, 2000 PAGE 3 Mr. Kondrick stated, yes, that is standard. Ms. Vasecka stated that these would be prefabricated houses with a full basement meeting all the requirements. They do not have a problem with #6, but her parents worked for years and years to grow the trees on their property and she can guarantee that no trees will be cut down that do not have to be. Mr. Kondrick stated they have to add that stipulation because some people do not have the attitude of preserving trees. Ms. Vasecka asked if people have to go through the variance process if they have less than a 35 foot setback. They would like a 25 foot setback because of the cost of paving and other things. The further those houses can be brought up, the less impact this will have on them. Mr. Bolin stated that 35 feet is the required setback. City Council recently discussed reducing this to 25 feet, but the Council has not yet officially acted on this reduction. Mr. Kondrick asked Ms. Vasecka when they are planning to build. Ms. Vasecka stated that they are still in the negotiation process for the actual final cost of the houses and talking to contractors about the foundation. They would like to do this in the winter. Mr. Oquist stated that the front yard setback will probably will not be changed until January with the final approval. Mr. Bolin stated that was correct. Mr. Kondrick stated that they may want to apply for a variance. Ms. Vasecka stated that they might do that. MOTION by Mr. Oquist, seconded by Ms. Johns, to close the public hearing. Seconded by Ms. Johns. UPON A VOICE VOTE, ALL VOTING AYE, VICE-CHAIRPERSON KONDRICK DECLARED THE MOTION CARRIED AND THE PUBLIC HEARING WAS CLOSED AT 7:45 P.M. MOTION by Mr. Oquist, seconded by Mr. Saba, to approve LS #00-05 with stipulations recommended by Staff as follows: 1. The petitioner shall obtain all necessary building permits prior to construction. 2. The grading and drainage plan shall be a 3. The petitioner shall provide proof that any pproved by City engineering staff prior to the issuance of any building permits. existing wells or individual sewage treatment systems located on the site are properly capped or removed. 4. The petitioner shall pay the required park fees prior to issuance of building permits. 5. The petitioner shall pay all water and sewer connection fees. 6. The petitioner shall agree to preserve mature trees to the extent possible. All trees required to be removed for the new house shall be marked and approved by City Staff prior to issuance of building permits. UPON A VOICE VOTE, ALL VOTING AYE, VICE-CHAIRPERSON KONDRICK DECLARED THE MOTION CARRIED UNANIMOUSLY. PLANNING COMMISSION MEETING, NOVEMBER 1, 2000 PAGE 4 t Mr. Bolin stated that will go to City Council on November 20. 2. PUBLIC H ARING: Considerati n of a Rezoning, ZOA#00-02, by East Ranch Estates, to rezone property from C-3, Ge eral Shopping to C-2, General Business, generally located at the northwest corn r of University Avenue and Osborne Road. MOTION by Mr. Kuechle, seconded by Ms. Johns, to open the public hearing. Seconded by Ms. Johns. UPON A VOICE VOTE,AL VOTING AYE,VICE-CHAIRPERSON KONDRICK DECLARED THE MOTION CARRIED A THE PUBLIC HEARING WAS OPENED AT 7:47 P.M. Mr. Bolin stated that the petition r is requesting a rezoning to rezone the turnback parcel from C-3, General Shopping (which is eally for multi-tenant type buildings) down to C-2, General Business zoning. The petitioner uld like to construct a new commercial building at 7610 University Avenue. The property a one time was part of the larger property to the west. The turnback parcel was created when t e frontage road went through. Only one other similar site, the Midas site, is still zoned C-3. Th current building will be demolished. The petitioner has gone to the Appeals Commission see ing two variances. One is to reduce a parking setback from 20 feet to 5 feet along the Univer 'ty Avenue right-of-way side that extends all the way to the west of the bike path. It is a fairly n rrow strip. The other variance is along the frontage road to reduce the setback of the buildin from 35 feet to 4 feet. Mr. Bolin stated that the Appeals Commis 'on recommended approval of the two variances. Staff recommends approval of the rezonin with the following stipulations: 1. The petitioner shall submit written verific tion that all tanks have been removed and all soil remediation completed. 2. All development over the easement area in luding: landscaping, driveways, parking surfaces, architectural features, etc. must b approved by an appropriate St. Paul Waterworks personnel prior to commenceme t of construction. 3. Appropriate signage and pavement striping sh II be provided on site to eliminate conflicts for motorists entering and exiting the site. 4. Additional cosmetic enhancements shall be mad to the rear of the building so that it does not appear as a rear of the building that has a pro inent position along the service drive. Enhancements to be reviewed and approved by St prior to issuance of the building permit. 5. All building doors must meet all applicable building co es. Mr. Bolin stated that the rezoning and the variance requests ill go to the City Council on November 20. Ms. Modig asked if St. Paul Waterworks normally signs off on th se. Mr. Bolin stated that they have done this in the past. Mr. Kondrick asked if it goes down the full north side of Osborne all t e way down to the river. Mr. Bolin stated, yes. They have certain precautions for anything being Fonstructed over the easement. It adds expense to build over the top of it. FRIDLEY CITY COUNCIL MEETING MINUTES OF NOVEMBER 20, 2000 PAGE 2 NEW BUSINESS: 1. RECEIVE THEN /UTES FROM THE PLANNING COMMISSION MEETING OF NOVENIBE 2000: RECEIVED E PLANNING COMMISSION MINUTES. 2. RESOLUTION No. 105-2000 APPROVING A LOT SPLIT, LS #00-05, BY IRENE AND DAVID VASECKA, TO SPLIT PROPERTY FOR THE PURPOSE OF CREATING TWO LOTS TO ALLOW CONSTRUCTION OF SINGLE FAMILY HOMES, GENERALLY LOCATED AT 5427 FOURTH STREET N.E. (WARD 3): Mr. Burns, City Manager, stated that the lot split would allow the owners to construct a single-family dwelling and a tripler on two newly created lots that meet all zoning requirements. The Planning Commission granted their unanimous approval to the request at their meeting on November 1, 2000. Staff recommended Council's approval. ADOPTED RESOLUTION NO. 105-2000. 3. RESOLUT ON NO. 106-2000 AUTHORIZING AND DIRECTING THE SPLITTING OF SPECIAL ASSESSMENTS FOR THE NORTH CENTRAL BUSINESS PA K: Mr. Burns, City anager, stated that in September. Council approved the splitting of Lot 1 of the Northc Business Park. This action would split utility and street assessments for these parcels. Sta recommended Council's approval. ADOPTED RESOLU ON NO. 106-2000. �4. RESOLUTION NO. 1 -2000 APPROVING ADDENDUM NO. 1 TO THE ANOKA COUNTY JOIN LAW ENFORCEMENT COUNCIL AGREEMENT: Mr. Burns, City Manager, ated that Fridley is a participant in the Joint Law Enforcement Council, a coun ide organization that is set up to deal with countywide law enforcement services. Its re onsibilities include central dispatching, central record keeping, overseeing the Count Criminal Investigation Division (homicides and criminal sexual conduct), and over eing countywide training. This resolution adds the cities of St. Francis and Centerville o the council and adjusts the manner in which the County's four representatives of the 2 ember council are selected. Staff recommended Council's approval. ADOPTED RESOLUTION NO. 107-20 5. ESTABLISH A PUBLIC HEARING F R DECEMBER 11 2000, FOR THE LOCAL LAW ENFORCEMENT BLOCK RANT: Mr. Burns, City Manager, stated that Fridley h been selected to receive $22,734 in Local Law Enforcement Block Grant money. T 's requires a local match of $2,526. RESOLUTION NO. 105-2000 RESOLUTION APPROVING A LOT SPLIT, LS #00-05, BY IRENE & DAVID VASECKA TO SPLIT PROPERTY FOR THE PURPOSE OF CREATING TWO LOTS TO ALLOW CONSTRUCTION OF SINGLE FAMILY HOMES, GENERALLY LOCATED AT 5427 4th STREET NE. WHEREAS, the Planning Commission held a public hearing on November 1, 2000, and recommended approval of said lot split; and WHEREAS, the City Council approved the lot split at the November 20, 2000, meeting with stipulations attached as Exhibit A; and WHEREAS, a copy of the lot split has been attached as Exhibit B. NOW, THEREFORE,BE IT RESOLVED,that the City Council approves the lot split and directs the petitioner to record plat at Anoka County within six months of this approval or such approval shall be null and void. PASSED AND ADOPTED BY THE CITY COUNCIL OF THE CITY OF FRIDLEY THIS 20th DAY OF NOVEMBER, 2000. CY J G S -MAYOR ATTEST: DEBRA A. SKOGEIV CITY CLERK Resolution No. 105-2000 Page 2 EXHIBIT A 1. Petitioner shall obtain all necessary permits prior to construction. 2. Grading and drainage plan to be approved by City's engineering staff prior to the issuance of any building permits, in order to minimize impacts to the surrounding properties. 3. Provide proof that any existing wells or individual sewage treatment systems located on the site are properly capped or removed. 4. Petitioner to pay required park fees prior to issuance of building permits. 5. Petitioner to pay all water and sewer connection fees. 6. The petitioner shall agree to preserve mature trees to the extent possible. All trees required to be removed for the new homes shall be marked and approved by City staff prior to issuance of building permits. i CITYOF F14DLEY FRIDLEY MUNICIPAL CENTER•6431 UNIVERSITY AVE. N.E. FRIDLEY,MN 55432•(612)571-3450•FAX(612)571-1287 CITY COUNCIL ACTION TAKEN NOTICE November 22, 2000 David & Irene Vasecka 1322 Monroe NE Mpls., MN 55432 Dear David & Irene: On November 20, 2000, the Fridley City Council officially approved your request for a Lot Split LS #00-05, Resolution #105-2000, to separate into two buildable lots, legally described as Lots 22-25, Block 11, Hamilton's Addition to Mechanicsville, City of Fridley, Anoka, Minnesota, generally located at 5427 4`h Street NE. Approval of this Lot Split, LS #00-05, is contingent upon the following stipulations: 1. Petitioner shall obtain all necessary permits prior to construction. 2. Grading and drainage plan to be approved by City's engineering staff prior to the issuance of any building permits, in order to minimize impacts to the surrounding properties. 3. Provide proof that any existing wells or individual sewage treatment systems located on the site are properly capped or removed. 4. Petitioner to pay required park fees prior to issuance of building permits. 5. Petitioner to pay all water and sewer connection fees. 6. The petitioner shall agree to preserve mature trees to the extent possible. All trees required to be removed for the new homes shall be marked and approved by City staff prior to issuance of building permits. Action Taken Letter— David & Irene Vasecka Page 2 November 22, 2000 If you have any questions regarding the above action, please call me at 763-572-3590. Sin.c e , i' B ara Dacy, ACP 'Community Developme rector BD/jt CC., Address +le Assessing Dept. GIS Dept. Please review the above, sign the statement below and return one copy to the City of Fridley Planning Department by December 1, 2000. Cgficur with action taken. C-00-217 ANOKA COUNTY PROPERTY RECORD CERT# 91479 RECEIVED FROM: City of Fridley FILE/LOAN #: LS #00-05 DATED RECEIVED: 2000/12/22 DOCUMENTS RECEIVED: Lot Split This document is not acceptable for filing with the Registrar of Titles. You will either need to file a plat, or City approved deed transferring a portion of this property, to create the lot split in the Torrens department. GENERAL INFORMATION: WHITEOUT OR ALTERATIONS ARE NOT ACCEPTABLE ON TORRENS DOCUMENTS. CHECKS OVER 6 MONTHS OLD ARE NOT ACCEPTABLE FOR THE REGISTRATION OF TORRENS DOCUMENTS. Greta Ege Torrens Records Specialist Anoka County Property Records and Taxation 2100 31d Ave Room 119 Anoka,MN 55303 (763)323-5446 Please submit reject notes when re-submitting the package. Thank You 0' �. G:\USERS\PROPTAX\ KEGE\GKEREJECT.doc12/26/003:58 PM *Fridley* �?C)—0o Anoka,Minnesota........ ............................ COUNTY RECORDER OF ANOKA COUNTY, MINNESOTA Please charge against our deposit with you for the record of the following instruments: Doe. No. Inst. 00-0--Loh 9,0 vid-,7, vo-slecK"-�- ' ejq vos-edl� q4 (Please incluey into 0 Ireceipc LO cicy) TOTAL ........... .......................................................................... .... ......................... STATE OF MINNESOTA ) CITY COUNCIL PROCEEDINGS SUBDIVISION (PLAT OR LOT SPLIT) COUNTY OF ANOKA ) CITY OF FRiDLE'r ) In the Matter of: Lot Split, LS #00-05 Owner: David J. Vasecka and Irene A. Vasecka The above entitled matter came before the City Council of the City of Fridley and was heard on the 20th day of November, 2000, on a petition for a subdivision pursuant to the City of Fridley's Zoning Ordinance, for the following described property: To split property for the purpose of creating two lots to allow construction of single family homes, legally described as Hamiltons Addition to Mechanicsville, City of Fridley, generally located at 5427 4"' Street NE. IT IS ORDERED that a subdivision be granted as upon the following conditions or reasons: Approval with six stipulations. See City Council meeting Minutes of November 20, 2000. STATE OF MINNESOTA ) COUNTY OF ANOKA ) OFFICE OF THE CITY CLERK CITY OF FRIDLEY ) I, Debra A. Skogen, City Clerk for the City of Fridley, with and in for said City of Fridley, do hereby certify that I have compared the foregoing copy and Order granting a subdivision with the original record thereof preserved in my office, and have found the same to be a correct and true transcript of the whole thereof. IN TESTIMONY WHEREOF, I have hereunto subscribed my hand at the City of Fridley, Minnesota, in the County of Anoka on the ,Zr aL- day of k�z4-1�ti 2000 DRAFTED BY: City of Fridley 6431 University Avenue N.E. Fridley, MN 55432 Debra A. Skogen, City erk (SEAL) FRIDLEY CITY COUNCIL MEETING MINUTES OF NOVEMBER 20, 2000 PAGE 2 NEW BUSINESS: 1. RECEIVE THE lv UTES FROM THE PLANNING COMMISSION MEETING OF NOVEMBE 2000: RECEIVED E PLANNING COMMISSION MINUTES. 2. RESOLUTION No. 105-2000 APPROVING A LOT SPLIT, LS #00-05, BY IRENE AND DAVID VASECKA, TO SPLIT PROPERTY FOR THE PURPOSE OF CREATING TWO LOTS TO ALLOW CONSTRUCTION OF SINGLE FAMILY HOMES, GENERALLY" LOCATED AT 5427 FOURTH STREET N.E. (WARD 3): Mr. Burns, City Manager, stated that the lot split would allow the owners to construct a single-family dwelling and a triplex on two newly created lots that meet all zoning requirements. The Planning Commission granted their unanimous approval to the request at their meeting on November 1, 2000. Staff recommended Council's approval. ADOPTED RESOLUTION NO. 105-2000. 3. RESOLUT ON NO. 106-2000 AUTHORIZING AND DIRECTING THE SPLITTING OF SPECIAL ASSESSMENTS FOR THE NORTH CENTRAL BUSINESS PA K: Mr. Burns, City anager, stated that in September, Council approved the splitting of Lot 1 of the Northc Business Park. This action would split utility and street assessments for these parcels. Sta 'recommended Council's approval. ADOPTED RESOLD ON NO. 106-2000. 4. RESOLUTION NO. 1 -2000 APPROVING ADDENDUM NO. 1 TO THE ANOKA COUNTY JOIN LAW ENFORCEMENT COUNCIL AGREEMENT: Mr. Burns, City Manager, ated that Fridley is a participant in the Joint Law Enforcement Council, a coun ide organization that is set up to deal with countywide law enforcement services. Its re onsibilities include central dispatching, central record keeping, overseeing the Count Criminal Investigation Division (homicides and criminal sexual conduct), and over eing countywide training. This resolution adds the cities of St. Francis and Centerville o the council and adjusts the manner in which the County's four representatives of the 2 ember council are selected. Staff recommended Council's approval. ADOPTED RESOLUTION NO. 107-20 5. ESTABLISH A PUBLIC HEARING F R DECEMBER 11 2000, FOR THE LOCAL LAW ENFORCEMENT BLOCK 4RANT: Mr. Burns, City Manager, stated that Fridley h been selected to receive $22,734 in Local Law Enforcement Block Grant money. T is requires a local match of $2,526. THE MINUTES OF THE REGULAR MEETING OF THE FRIDLEY CITY COUNCIL OF NOVEMBER 20, 2000 The Regular Meeting of the Fridley City Council was called to ord by Mayor Jorgenson at 7:30 p.m. PLEDGE OF ALLEGIANCE: Mayor Jorgenson led the Council and audience in the Pledge f Allegiance to the Flag. ROLL CALL: MEMBERS PRESENT: Mayor Jorgenson, C uncilmember Barnette, Councilmember Billings, Councilme er Wolfe, and Councilmember Bolkcom MEMBERS ABSENT: None STATEMENT OF MEETING CONDUC Please be reminded that those present today's meeting may hold a variety of views and opinions regarding the business to conducted. The exercise of democracy through representative local government requi es that ALL points of view be accommodated at these proceedings. It is further expected at a standard of mutual courtesy and respectfulness be exercised by all in attendance, t ugh our individual expression, manner of speaking, and conduct. Therefore, please recei the views of others with the same degree of courtesy and respect which you desire to b given your views and opinions. Any departures from this standard will be addressed b the Presiding Officer through whatever means are deemed appropriate. Thank you for y ur attendance at today's meeting, and your agreement to abide by these standards of personal c nduct. APPROVAL OF PROP SED CONSENT AGENDA: MOTION by /MINUTES: mber Barnette to approve the proposed consent agenda. Seconded by Councilmemb UPON A VOI , ALL VOTING AYE, MAYOR JORGENSON DECLARED THE MOTION CANANIMOUSLY. APPROVAL City ouncil Meeting of November 6. 2000 APPROV D ecial City Council Meeting of November 13 2000 APP . OVED RESOLUTION NO. 105-2000 RESOLUTION APPROVING A LOT SPLIT, LS #00-05, BY !RENE & DAVID VASECKA TO SPLIT PROPERTY FOR THE PURPOSE OF CREATING TWO LOTS TO ALLOW CONSTRUCTION OF SINGLE FAMILY HOMES, GENERALLY LOCATED AT 5427 4te STREET NE. V'HE REAS, the running Commission held a public hearing on November 1, 2000, and recommended approval of said lot split; and WHEREAS, the City Council approved the lot split at the November 20, 2000, meeting with stipulations attached as Exhibit A; and WHEREAS, a copy of the lot split has been attached as Exhibit B. NOW, THEREFORE,BE IT RESOLVED,that the City Council approves the lot split and directs the petitioner to record plat at Anoka County within six months of this approval or such approval shall be null and void. PASSED AND ADOPTED BY THE CITY COUNCIL OF THE CITY OF FRIDLEY THIS 20th DAY OF NOVEMBER, 2000. i CY J G S -MAYOR ATTEST: DEBRA A. SKOGE CITY CLERK Resolution No. 105-2000 Page 2 EXHIBIT A 1. Petitioner shall obtain all necessary permits prior to construction. 2. Grading and drainage plan to be approved by City's engineering staff prior to the issuance of any building permits, in order to minimize impacts to the surrounding properties. 3. Provide proof that any existing wells or individual sewage treatment systems located on the site are properly capped or removed. 4. Petitioner to pay required park fees prior to issuance of building permits. 5. Petitioner to pay all water and sewer connection fees. 6. The petitioner shall agree to preserve mature trees to the extent possible. All trees required to be removed for the new homes shall be marked and approved by City staff prior to issuance of building permits. i SURVEY toll Mr- Dove Carlson ' w�sesrewtsurwrweve�e w uy eewewtm a►wws,,.w. (6l2)121d126 Matt ve¢rv000 tin[ oavTost mr Sass DCSCRImOM: Lots 22, 231 2m and 23, )lock 11, ILAMILTONS ADDITION To MECMANICSVILLL, C1ty of Irtdlty, Aloka Cauaty, Min►esota, o Denotes Iron Ho►uaents as denoted below. .144f- hereby certify that this survey we prepared by su or under My direct supervision and that 1 am a duly legistersd t'rofsssional Land Surveyor (f1derfA 1cws of J; ate of M1AAetots. Dated September 11, 1997. _ By r Minnesota License No. 12247 .nrn