Swimming Pool Signs Applicant Is Responsible for Payment of All Fees Applicable and Must Provide the Following Information
Application for BLllLDlNG PERMIT and PLAN EXAMINATION Permit No. Charter Township of Oshtemo 7275 West Main Street Parcel # - - (269) 216-5222 AUTHORITY: P.A. 230 OF 1972. AS AMENDED OSHTEMO TOWNSHIP WlLL NOT DISCRIMINATE AGAINST COMPLETION: MANDATORY TO OBTAIN PERMIT ANY INDIVIDUAL OR GROUP BECAUSE OF RACE, PENALTY: APPLICATION MUST BE COMPLETED, RELIGION, AGE, NATIONAL ORIGIN, COLOR, MARTIAL SIGNED, PROPER FEE ENCLOSED OR STATUS, HANDICAP, OR POLITICAL BELIEFS. PERMIT WlLL NOT BE ISSUED.
APPLICANT TO COMPLETE ALL ITEMS IN SECTION I, 11, Ill, IV, V AND VI NOTE: SEPARATE APPLICATIONS MUST BE MADE FOR ELECTRICAL, MECHANICAL AND PLUMBING PERMITS
I. LOCATION OF BUILDING
Address
II. IDENTIFICATION
A. OWNER OR LESSEE
Name Telephone # Fax #
Address City State Zip Code
B. ARCHITECT OR ENGINEER
Name Telephone # Fax #
Address City State Zip Code
License # Ex~irationDate
C. CONTRACTOR Cellular #
Name Telephone # Fax #
Address City State Zip Code
Builders License # Expiration Date
Federal Employer ID # or Reason for Exemption
Workers Comp Insurance Carrier or Reason for Exemption
MESC Employer # or Reason for Exemption
Ill. TYPE OF IMPROVEMENT AND PLAN REVIEW VALUATION $ (not including land) A. TYPE OF IMPROVEMENT
2 ADDITION 4 REPAIR 6 MOBILE HOME SET-UP 8. PREMANUFACTURE 10 SWIMMING POOL SIGNS APPLICANT IS RESPONSIBLE FOR PAYMENT OF ALL FEES APPLICABLE AND MUST PROVIDE THE FOLLOWING INFORMATION.
NAME TELEPHONE #
ADDRESS CITY STATE ZIP CODE
FEDERAL I.D. NUMBERISOCIAL SECURITY NUMBER
OWNER TO MAKE THlS APPLICATION AS HIS AUTHORIZED AGENT, AND WE AGREE TO CONFORM TO ALL APPLICABLE LAWS OF THE STATE OF MICHIGAN. ALL INFORMATION SUBMITTED ON THlS APPLICATION ACCURATE TO THE BEST OF MY KNOWLEDGE. SECTION 23A OF THE STATE CONSTRUCTION CODE ACT OF 1972, ACT NO. 230 OF THE PUBLIC ACTS OF 1972, BEING SECTION 125.1523A OF THE MICHIGAN COMPILED LAWS, PROHIBITS A PERSON FROM CONSPIRING TO CIRCUMVENT THE LICENSING REQUIREMENTS OF THlS STATE RELATING TO PERSONS WHO ARE TO PERFORM WORK ON A RESIDENTIAL BUILDING OR A RESIDENTIAL STRUCTURE. VIOLATORS OF SECTION 23A ARE SUBJECT TO CIVIL FINES. SIGNATURE OF APPLICANT DATE
PRINT NAME IV. SELECTED CHARACTERISTICS OF BUILDING
A. PRINCIPAL TYPE OF FRAME
1. MASONRY, WALL BEARING 2. WOOD FRAME 3. STRUCTURAL STEEL 4. q REINFORCED CONCRETE 5.0 OTHER B. PRINCIPAL TYPE OF HEATING FUEL
6. q GAS 7. q OIL 8. q ELECTRICITY 10. q OTHER C. TYPE OF SEWAGE DISPOSAL
11. q PUBLIC OR PRIVATE COMPANY 12. SEPTIC SYSTEM D. TYPE OF WATER SUPPLY
13.0 PUBLIC OR PRIVATE COMPANY 14. q PRIVATE WELL OR CISTERN 15. q SPRINKLED E. TYPE OF MECHANICAL
16. WILL THERE BE AIR CONDITIONING? q YES NO 17. WILL THERE BE AN ELEVATOR? YES NO F. DIMENSIONS
18. NUMBER OF STORIES 19. FLOOR AREA: 1ST FLOOR
20. FINISHED BASEMENT? q YES NO 2ND OR MORE
GARAGE TOTAL LAND AREA (SQUARE FEET) BASEMENT
TOTAL AREA
Permit fee $
Plan review $
Accessibility $
PLAN REVIEW (TOWNSHIP USE ONLY)
Occupancy Group Type of Construction
Size of Bldg. (total) square feet Number of stories
Max. Occ. Load BFD req. met Fire Department req. met
Special Conditions IV. SITE OR PLOT PLAN -TO BE COMPLETED BY APPLICANT Site or plot plan representations provided below include all proposed building extensions and projections (e.g., building cantilevers, overhangs, fireplace extensions, covered porches, porticos, attached decks) Site Plan Must Be On This Pame BUILDING PERMIT CHECKLIST (TOWNSHIP USE ONLY)
Complete Building Permit Application (with plot plan showing front, side and rear setback, building location, etc.)
Building Plans - 2 sets for Residential (require signed & sealed plans if over 3500 sq ft). For Commercial-5 sets (sealed).
Energy Certificate or affidavit of compliance
Copy of Builders License (residential)
Recorded Deed
Earth Change Permit (Kalamazoo County Drain Commissioner) If greater than 1 acre being moved or within 500 fi of a lake or stream.
Soil Erosion and Sedimentation Control Acknowledgement
Driveway Permit(s) (Kalamazoo County Road Commission)
Health Department Permit(s)
Affidavit of inspection procedures
Roof Loading Data Sheet in lieu of tress drawings
Sewer In assessment district #
Property Fee* $ Front footage* x $17.50/ft = Benefit fee $2,000.00/per unit *if applicable (see sewer Fee Resolution) Total sewer $ Water In assessment district #
Front footage* x $28.50 = Benefit fee $500.00/per unit *if applicable (see Water Fee Resolution) Total water $
Electrical Plan Review $ Alarm Review $
Mechanical Plan Review $
Reviewed SprinklerIAlarm Plans Received Yes No NIA
Sidewalk
Zoning Approval Michigan Uniform Energy Code Incorporating Chapter I I ofthe 2003 edition of the International Residential Code
Michigan
Providing for Michigan's Safety in the Built Environment Iotroduction
In 2002, the Department of Labor & Economic Growth established a committee to review and update Michigan's Uniform Energy Code. After review and promulgation of the code, the lngham County Circuit Court issued an injunction to halt the February 28, 2005, effective date of the rules. Therefore, the rules have been pending litigation since that time. On October 24, 2008, this matter was before the court with a decision following to dismiss the complaint and dissolve the injunction; thereby making the rules effective immediately.
All units of government who administer and enforce a construction code are required to use the rules promulgated under 1972 PA 230, the Stille-DeRossett-Hale Single State Construction Code Act. The Act was amended by 1999 PA 245, effective December 28, 1999, requiring the use of the State Codes as they are updated by rules promulgated after October 15, 1999.
These rules adopt by reference, in R 408.31059 of the Michigan Administrative Code, Chapter l l of the lnternational Residential Code, 2003 edition, as published by the lnternational Code Council, Inc., and includes deletions, additions. and amendments to Chapter I I of the lnternational Residential Code.
Michigan amendments are identified as follows: Double vertical lines denote amendments and additions promulgated by the State of Michigan, Department of Labor & Economic Growth, modifying Chapter 11 of the 2003 lnternational Residential Code.
Additional copies ofthis publication are available from the Michigan Depamnent of Labor & Economic Growth, Bureau of Construction Codes, P.O. Box 30255, Lansing, Michigan 48909 at a cost of$2.50. Please make checks payable to the State of Michigan.
Additional information relating to code administration and enforcement in the State of Michigan is also available on the web site www.michi~an.~ovhcc.
(By authority conferred on the director of the department of labor & economic growth by section 4 of 1972 PA 230, MCL 125.1504, and Executive Reorganization Order Nos. 1996-2 and 2003-1. MCL 445.2001 and 445.201 I)
R 408.3 106 1, R 408.3 1062, R 408.3 1063, R 408.3 1064, R 408.3 1065, R 408.3 1066, R 408.3 1070, of the Michigan Administrative Code are amended, R 408.31059, R 408.3 1060 and R 408.31069 are added to the Code, and R 408.31071, R 408.31072, R 408.31073, R 408.31074, R 408.31075, R 408.31076, R 408.31077, R 408.31078, R 408.31079, R 408.3 1080, R 408.3 1081, R 408.31082, R 408.31083, R 408.3 1084, R 408.31085, R 408.31086 of the code are rescinded as follows:
R 408.31059 Applicable code. Rule 1059. Rules governing the energy efficiency for the design and construction of residential buildings shall be those contained in Chapter 11 of the 2003 lnternational Residential Code. With the exceptions noted, Chapter 11 of the 2003 International Residential Code is adopted by reference in these rules. The Michigan uniform energy code is available for inspection or purchase at the Okemos office of the Michigan Department of Labor & Economic Growth, Bureau of Construction Codes and Fire Safety, 2501 Woodlake Circle, Okemos, Michigan 48864, at a cost as of the time of adoption ofthese rules of $2.50. Michigan Uniform Energy Code
'Portions of this chapter contain material excerpted from the 2003 International Residential Code, Copyright, 2003, international Code Council, Inc., Falls Church, Wrginia. 2003 International Residential Code. Reproduced with permission. All rights reserved."
SECTION N1101 GENERAL N1101.I. Scope. This chapter sets forth the energy efflclency standards for detached 1-and 2-famlly dwelllngs and multlple-single family dwelllngs. One-and 2-family dwelllngs and muklple-single family dwelllngs shall be designed and constructed as regulated by the code for energy efficiency. Exceptlons: 1. A detached 1-and 2-family dwelling or portion thereof that has an intended maximum rate of energy usage less than 3.4 Btulh per square foot of floor space for all purposes. 2. Portions of a detached 1-and 2-famlly dwelllng that is not heated or mechanically cooled. 3. An existing detached I-and 2-family dwelllng, other than replacement fenestration as provlded by sectlon N1102.4. 4. An alteration of an existing detached I-and 2-family dwelllng. 5. A detached 1-and 2-family dwelling that is moved Into or wlthin a jurisdiction. A home manufactured pursuant to the Michigan premanufactured unit ruies that is shlpped for initial instaliatlon or inltial assembly and lnstallatlon on a building slte shall not be considered a moved bullding. 6. Historical structures listed on the state or national historical register.
N1101.2 Compllance. Compllance with the code shall be demonstrated by meeting the requirements of the applicable sections and tables of the code. Where appllcabie, provisions are based on the climate zones where the building Is located. The climate zone assignments are as set forth in table N1101.2 for the county in which the building Is constructed. The permit applicant shaii determine the method used to achieve compliance with the provisions of the code at the time of application for permit N1101.2.1 Detached 1-and9 family dwellings. Compllance shali be demonstrated by 1 of the following: 1. Meeting the requlrements of the code. 2. Meeting the requirements of the internationai Energy Conservation Code for detached 1- and 2- famiiy dweiiings. 3. Meeting the design, construction and certification requirements under the US EPA Energy Star Homes Program 63. 4. Meeting the design and construction requirements in conformance with the natlonai Home Energy Rating System (HERS) guidelines with a score of 83 or better. A certificate Indicating the score prepared by an accredited agency shall be filed with the code official. R408.31060
January 25,2005 Table N1101.2 Climate Zones by County
R408.31060 N1101.2.2 Townhouses. Compliance shall be demonstrate by either: 1. Meeting the requirements of this chapter for buildings with a glazing area that does not exceed 25 percent >f the gross area of exterior walls; or 2. Meeting the requirements of the International Energy Conservation Sode for residential buildings of Group R-2, R-4 or townhouses.
N1101.3 Materials and equlpment. Materials and equipment shall be identified in a manner that will allow a determination of their compliance with the provisions of this :hapter. Materials and equipment used to conform to the applicable provisions of this chapter shall be installed n accordance with the manufacturers installation instructions. N1101.3.1 Insulation. The thermal resistance (R-value) shall be indicated on all insulation and the insulation installed such that the R-value can be verified during inspection, or a certification of the installed R-value shall be provided at the job site by the insulation installer. Where blown-in or sprayed insulation is applied in walls, the installer shall provide a certification of the installed density and R-value. Where blown-in or sprayed insulation is applied in the roof-ceiling assembly, the installer shall provide a certification of the initial installed thickness, settled thickness, coverage area, and number of bags of insulating material installed. Markers shall be provided for every 300 square feet (28m2) of attic area, attached to the trusses, rafters, or joists, and indicate in 1-inch-high (25.4 mm) numbers the installed thickness of the insulation.
N1101.3.2. Fenestration. The U-factor of fenestration shall be determlned In accordance with NFRC 100 by an accredlted, lndependent laboratory, and labeled and certified by the manufacturer. The solar heat gain coefficient (SHGC) of fenestratlon shall be determlned In accordance wlth NFRC 200 by an accredited, lndependent laboratory, and labeled and certlfled by the manufacturer. Exceptlon: Computer slmulatlons by lndependent NFRC certified laboratories or approval under sectlon 21 of 1972 PA 230, MCL 126.1621 are consldered In compliance wlth this section. R408.31062
I I N1101.3.2.1Defaul fenestratlon performance, When a manufacturer has not determined a fenestration products U-factor in accordance with NFRCIOO, compliance shall be determined by assigning such products a default U-factor from Tables 102.5.2(1) and 102.5.2(2) in the lntemational Energy Conservation Code. When a manufacturer has not determined a fenestration products SHGC in accordance with NFRC 200, compliance shall be deter- mined by assigning such products a default SHGC from Table 102.5.2(3) of the International Energy conservation Code.
N1101.3.2.2 Air leakage. The air leakage of prefabricated fenestration shall be determined in accordance with AAMAMlDMA 1Olll.S.2, 101II.S.2INAFS, or NFRC 400 by an accredited, independent laboratory, and labeled and certified by the manufacturer and shall not exceed the values in Table 502.1.4.1 of the International Energy Conservation Code. Alternatively, the manufacturer shall certify that the fenestration is installed in accordance with Section 502.1.4 of the lntemational Energy Conservation Code.
N1101.3.2.3 R-values of fenestratlon products. Windows, doors and skylights shall be rated for thermal resistance based on the entire fenestration unlt. The R-values of all fenestratlon products In a building shall be the reclprocai of the U -factor and meet the requirements set forth in table Nl102.1. The U-factor may be converted to R values by using the Inverse of the U-factor (R value = 1lU-factor). R408.31062
N1101.3.3 Maintenance. Where mechanical or plumbing system components require preventive maintenance for efficient operation, regular maintenance requirements shall be clearly stated and affixed to the component, or the source for such information shall be shown on a label attached to the component.
N1101.4 Definitions. Definitions shall have the meanings as defined in the code. 1 1 R408.31061 SECTION N1102 BUILDING ENVELOPE Nl102.1 Thermal performance criteria. The minimum required insulation R-value or the area-weighted average maximum required fenestration U-factor (other than opaque doors, which are governed by Section N1102.1.3) for each element in the building thermal envelope (fenestration, rooflceiling, opaque wall, floor, slab edge, crawl space wall and basement wall) shall be in accordance with the criteria in Table N1102.1. Detached one-and-two family dwellings with greater than 15-percent glazing area; townhouses with greater than 25-percent glazing area; and any residential building in climates with heating degree days equal to or greater than 13,000; shall determine compliance using the building envelope requirements of Chapter 4 or 5 of the International Energy Conservation Code.
Nl102.1.1 Exterior walls. The minimum required R-value in Table N1102.1 shall be met by the sum of the R-values of the insulation materials installed in framing cavities andlor insulating sheathing applied, and not by framing, drywall, structural sheathing, or exterior siding materials. Insulation separated from the conditioned space by a vented space shall not be counted towards the required R-value. N1102.1.1.1 Mass walls. Mass walls shall be permitted to meet the mass wall criteria in Table V1102.1.1 .l(l), based on the insulation position and the climate zone where the building is located. Other nass walls shall meet the frame wall criteria for the building type and the climate zone where the building is ocated, based on the sum of interior and exterior insulation. Walls with exterior insulation position have the mtire effective mass layer interior to an insulation layer. Walls with integral insulation position have either nsulation and mass materials well mixed as in wood (logs); or substantially equal amounts of mass material an the interior and exterior of insulation as in concrete masonry units with insulated cores or masonry cavity walls. Walls with interior insulation position have the mass material located exterior to the insulating material. Nails not meeting either of the above descriptions for exterior or integral positions shall meet the requirements br other mass walls in Table Nll02.1.1.1(1). The R-value of the mass assembly for typical masonry xnstructions shall be taken from Table N1102.1.1.1(2). The R-value for a solid concrete wall with a thickness af 4 inches (102mm) or greater is R-1.I. R-values for other assemblies are permitted to be based on hot box !ests referenced in ASTMC 236 or ASTMC 976, two dimensional calculations or isothermal planes =alculations.
N1102.1.1.2 Steel-frame walls. The minimum required R-values for steel-frame walls shall be in accordance ~ithTable N1102.1.1.2.
N1102.1.2 Celllngs. The required Ceiling R-value In TableNll02.1 assumes standard truss or rafter construction and shall apply to all rooflceiling portions of the building thermal envelope, including cathedral ceilings. Where the construction technique allows the required R-value of ceiling insulation to be obtained over the wall top plate, R-30 shall be permitted to be used where R-38 is required and R-38 shall be permitted to be used where R-49 is required.
N1102.1.3 Opaque doors. Opaque doors separating conditioned and unconditioned space shall have a maximum U-factor of 0.35.0ne opaque door shall be permitted to be exempt from this U-factor requirement.
N1102.1.4 Floors. The required R-value in Table N1102.1 shall apply to all floors, except any individual floor assembly with over 25 percent of its conditioned floor area exposed directly to outside air shall meet the R- value requirement in Table N1102.1 for .Ceilings.
N1102.1.5 Basement walls. When the basement is a conditioned space, the basement walls shall be insulated in accordance with Table NllO2.1. Men the basement is not a conditioned space, either the basement walls or the ceilings separating the basement from conditioned space shall be insulated in accordance with Table N1102.1. When insulating basement walls, the required R-value shall be applied from the top of the basement wall to a depth of 10 feet (3048mm) below grade or to the top of the basement floor, whichever is less.
TABLE Nl102.1 SIMPLIFIED PRESCRIPTIVE BlJlLDlNG ENVELOPE THERMAL COMPONENT CRITERIA MINIMUM REQUIRED THERMAL PERFORMANCE (U-FACTOR AND R-VALUE) Exterior Enclosure Zones 1 2 3 Wall Assemblies R-2 1 R-2 1 R-21 Fenestrationlopenings (area weighted average of the total area I U =0.35 (R= 2.85) . of fenestration units)', RooflCeiling AssembliesL R-49 R-49 R-49 Floors over unconditioned spaces R-2 1 R-2 1 R-21 Slab on grade construction3 R-i1,4R R-13, 4 ft R-18,4ft Crawl space walls4 R-20 R-20 R-20 I Continuous Insulation R-10 R-10 R-15 Basement walls Cavity Insulation R-11 R-11 R-19
I I I I I I ' Fenestration units are required lo meet this standard for the entire unit. Skylight U (1IR) factors are required to meet the fenestration requirements set forth in this table for fenestrationlopenings. Skylights are limited to 10% of the gross rooflceiling area. See section N1102.1.6 for additional installation criteria. See section N1102.1.7 for additional installation criteria. TABLE N1102.1.1.1~1~ MASS WALL PRESCRIPI~VE BUILDING ENVELOPE REQUIREMENTS I BUILDING LOCATION MASS WALL ASSEMBLY R-VALUE a (hr d OF) 1 Btu Climate Zone HDD Exterior or integral insulation Other mass walls I 6,000-6.999 R-15.5 R- 18.4 2 7.000-8.499 R-15.5 R-18.4 3 8,500-12,999 R- 18.4 R-18.4 For Sl 1 (hr ft' OF)/Blu = 0 176 mz WW. TABLE N1102.1.1.2 STEEL-FRAME WALL MINIMUM PERFORMANCE REQUIREMENTS (R-VALUE) I EQUIVALENT STEEL-FRAME WALL I CAVITY AND SHEATHING R-VALUE (hr fU 'F11 - . .. .. - - - - . .- - I I CLIMATE ZONES I HDD Btu 4 Cnl I I ","D0-6,999 R-13+R-10, R-19+R-9, R-25+R-8 2 7,0008,499 R-13+R-10, R-1 9+R-9, R-25+R-8 R-13+R-10, R-19+R-9, R-25+R8
a. The cavity insulatibn R-value requirement Is listed first, followed by the sheathing R-value requirement.
TABLE N1102.1.1.1(2) MASS ASSEMBLY R-VALUES
For SI: 1 inch = 25.4 mrn, 1 foot = 304.8 mm, 1 (h .R2" F)IBtu = 0.176 m2. W. N1102.1.6 Slab-on-grade floors. For slabs with a top edge above finished grade or 12 inches (305 mm) or less below finished grade, the required R-value in Table N1102.1 shall be applied to the outside of the foundation or the inside of the foundation wall. The insulation shall extend downward from the top of the slab, or downward to the bottom of the slab and then horizontally in either direction, until the distance listed in Table N1102.1 is reached. When installed between the exterior wall and the edge of the interidr slab, the top edge of the insulation shall be permitted to be cut at a 45-degree (0.79 rad) angle away from the exterior wall. Insulation extending horizontally away from the building shall be protected by pavement or by a minimum of 10 inches (254 mm) of soil. In locations of 500 HDD or greater, R-2 shall be added to the values in Table N1102.1 where uninsulated hot water pipes, air distribution ducts or electric heating cables are installed within or under the slab. Exception: Slab perimeter insulation is not required for unheated slabs in areas of very heavy termite infestation probability as shown in Figure R301,2(6).Where this exception is used, building envelope compliance shall be demonstrated by (a) using International Energy Conservation Code Section 502.2.2 or International Energy Conservation Code Chapter 4with the actual slab insulation R-value in TableN1102.1, or (b) using International Energy Conservation Code Section 502.2.4.
N1102.1.7 Crawl space walls. Where the floor above the crawl space is uninsulated, insulation shall be installed on crawl space wallswhen the crawl space is not vented to outside air. The required R-value in Table N1102.1 shall be applied inside of the crawl space wall, downward from the sill plate to the exterior finished grade level and then vertically and/or horizontally for at least an additional 24 inches (610 mm). The exposed 3arth in all crawl space foundations shall be covered with a continuous vapor retarder having a maximum 2ermeance rating of 1.0 perm ((57 mg)l(s . m2 . Pa)], when tested in accordance with ASTM E 96.
N1102.1.8 Masonry veneer. For exterior foundation insulation, that horizontal portion of the foundation that supports a masonry veneer shall not be required to be insulated.
N1102.1.9 Protection. Exposed insulating materials applied to the exterior of foundation walls shall be xotected. The protection shall extend at least 6 inches (152 mm) below finished grade level.
N1102.1.10 Air leakage. All joints, seams, penetrations; site-built windows, doors, and skylights; openings =tween window and door assemblies and their respective jambs and framing; and other sources of air eakage (infiltration and exfiltration) through the building thermal envelope shall be caulked, gasketed, weather stripped, wrapped, or otherwise sealed to limit uncontrolled air movement.
N1102.1.11 Recessed llghting fixtures. When installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements: I.Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling xvity and sealed or gasketed to prevent air leakage nto the unconditioned space. 2. Type IC or non-IC rated, installed inside a sealed box constructed from a minimum 0.5inchthick (12.7 mm) gypsum wallboard or constructed from a preformed polymeric vapor barrier, or other air-tight assembly nanufactured for this purpose, while maintaining required clearances of not less than 0.5 inch (12.7 mm) from xmbustible material and not less than 3 inches (76 mm) from insulation material. 3. Type IC rated, in accordance with ASTM E 283 admitting no more than 2.0 cubic feet per minute (dm) :0.944 Us) of air movement from the conditioned space to the ceiling cavity. The lighting fixture shall be tested at 1.57 psi (75 Pa) pressure difference and shall be labeled.
N1102.2 Maximum solar heat gain coefficlent for fenestration products. 'The areaweighted-average solar heat gain coefficient (SHGC) for glazed fenestration installed in locations with 3,500 or fewer heating jegree days shall not exceed 0.40.
N1102.3 Fenestration exemption. Up to 1 percent of the total glazing area shall be exempt from U-factor -equirement.
N1102.4. Replacement fenestration. Where some or all of an existing fenestration unit is replaced with an sntirely new replacement fenestration product, including frame, sash and glazed portion, in an existing ~uilding,the replacement fenestration shall have a U-factor that does not exceed the maximum fenestration U- factor and an SHGC that does not exceed the maximum fenestration SHGC in table N1102.5. Replacement skylights and roof windows shall be permitted to have a maximum U-factor of 0.60. The replacement fenestration products shall also satisfy the air leakage requirements of section N1101.3.2.2. R408.31064
N1102.5 Prescrlptive path for additions and window replacements. As an alternative to demonstrating :ompliance with section Nil05 or N1102, additions with a conditioned floor area less than 500 square feet (46,51112) to existing single-family residential buildings and structures shall meet the prescriptive envelope :omponent criteria in table 1102.5 for the designated heating degree days (HDD) applicable to the location. The U-factor of each individual fenestration product (windows, doors and skylights) shall be used to calculate an area-weighted average fenestration product U-factor for the addition, which shall not exceed the applicable listed values in table N1102.5. For additions, other than sunroom additions, the total area of fenestration products shall not exceed 40 percent of the gross wall and roof area of the addition. The R-values for opaque thermal envelope components shall be equal to or greater than the applicable listed values in table N1102.5. Replacement fenestration products (where some or all of an existing fenestration unit is replaced with an entire new replacement unit, including the frame, sash and glazing) shall meet the prescriptive fenestration U-factor criteria in table N1102.5 for the designated HDD applicable to the location. Conditioned sunroom additions shall maintain thermal isolation; shall not be used as kitchens or sleeping rooms; and shall be served by a separate heating or cooling system, or be thermostatically controlled as a separate zone of the existing system. Exception: Replacement skylights shall have a maximum U-factor of 0.60 when installed in any location above 1,999 HDD. TABLE NllO2.6 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO AND REPLACEMENT WlNWWS FOR EXISTING DETACHED 1- AND 2-FAMILY DWELLINGS MAXIMUM MINIMUM DEGREE Slab DAYS Barement perimeter Cnwl rpace Fenertratlon Celllng Wall Floor wall R-value and wall U-hctof R-valueL' R-value* R-value value^ depthC R-VIIU~~ 6,000 - 8,499 0.36 R49 R-21 R-21 R-11 R-13,) R R-20 8,600 - R-21 R-21 R-1 9 12,BQS 0.36 R49 R-18,) R R-20 For SI: 1 foot = 304.8 mm. a. "Ceiling R-value" shall be required for flat or inclined (cathedral) ceilings. Floors over outside air shall meet "Celllng R-value" requirements. b. Basement wall lnsulation shall be lnstalled in accordance with section 602.2.1.6. c. Slab perimeter lnsulation shall be Installed In accordance wlth section 602.2.1.4. An additional R-2 shall be added to "Slab perimeter R-value" In the table H the slab Is heated. d. 'Crawl space wall R-value" shall apply to unventilated crawl spaces only. Crawl space Insulation shall be Installed In accordance with section 602.2.1.6. e. Sunmom addlUons shall be requlred to have a maxlmum fenestration U-factor of 0.60 in locations wlth 2,000 - 12,999 HDD. In locations with 06,999 HDD, the mlnlmum celllng R-value shall be R-19 and the mlnimum wall R-value shall be R-13. In locations with 6,000 - 12,999 HDD, the mlnimum ceiling R-value shall be R-24 and the minimum wall R-value shall be R-13. R408.31066
SECTION N1103 MECHANICAL SYSTEMS [a N1103.1 Heating and air conditlonlng appliance and equipment performance. Performance of equipment listed in Table N1103.1 is covered by preemptive Federal law. Appliances and equipment not listed in TableN1103.1 shall meet the minimum efficiency requirements of Section 503.2 of the International Energy Conservation Code.
N1103.2 Controls. At least one thermostat shall be provided for each separate heating, cooling, or combination heating and cooling system. Heat pumps shall have controls that prevent supplementary electric resistance heater operation when the heating load can be met by the heat pump alone. Supplementary heater operation shall be permitted during outdoor coil defrost cycles not exceeding 15 minutes.
N1103.3 Duct Insulation. All portions of the air distribution system shall be installed in accordance with Section MI601 and be insulated to an installed R-5 when system components are located within the building but outside of conditioned space, andR-8 when located outside of the building. When located within a building envelope assembly, at least R-8 shall be applied between the duct and that portion of the assembly furthest from conditioned space. Exception: Exhaust air ducts and portions of the air distribution system within appliances or equipment.
N1103.4Duct sealing. All ducts shall be sealed in accordance with Section M1601.3.1
[El N1103.5 Piplng Insulation. All mechanical system piping shall be insulated in accordance with Table N1103.5. Exceptions: Piping installed within appliances and equipment or piping serving fluids between 55 "F (1 3 "C) and 120°F (49°C).
SEC'I'ION N1104 SERVICE WATER HEATING [El Nl104.lWater heating appliance and equipment performance. Performance of equipment listed in TableN1104.1 is covered by preemptive Federal law. Appliances and equipment not listed in TableN1104.1 shall meet the minimum efficiency requirements of Section 504.2 of the International Energy Conservation Code. TABLE N1103.1 MINIMUM EQUIPMENT PERFORMANCE
- EQUIPMENT CATEGORY SUBCATEGORY# REFERENCED STANDARD MINIMUM PERFORMANCE Spltl systems Single 6 8 IISPFab 6 6 t1SPFa.b ~r-cooledhear pump> heatlng mode < 65.000 Utdh package ARI 2lOl2JO ml~ngcapaclty
DOE I0 CFR Part 430, AFUE 78% El 80% as-fired or 011-fired furnace < 225.000 Btdh - Subpart 0. Append~xN as-fired or oil-fired steam and hot-water boilers < WEI0 CFR PM 430, AFUE 78%.d N.000 BN/h Subpart B, Appendix N Split systems Single 10.0 SEERb9.7 SEERb ir-cooled air conditioners and heal pumps cooling package ARI 2101240 lode < 65.000 Btuh cooling capacity P For multi-capac~ty equlpment. Ihe mlnlmum performance shall apply to each capaclty step prov~dedMulti-capac~ty refers lo manufacturer-publ~shed tmgs for ore than one capaclty mode allowed by the producls controls Thts IS used lo be conslstenl w~ththe Nauonal Appl~anceEnergy Conservat~onAct (NAECA) of 1987 (Public Law 100-12) These requlremenrs apply to comb~nat~onuntrs not covered by NAECA (three-phase power or cool~ngcapaclty 65.000 Btuh) Excepl for gas-fired steam hollers. for whlch the mlntmum AFUE shall be 75 percent Seasonal ratlng
TABLE NllO3.5 MINIMUM HVAC PIPING INSULATION THlCKNESSESa INSULATlON THICKNESS inchesb PIPING SYSTEM TYPES FLUID TEMP RANGE LF)
- leating systems I ow temperature I 120-200 I 10 I team condensate (for feed water) Any 15 'ooling systems 40-55 0.75 hilled water refrigerant or brine water, :frigerant or brine Below 40 1.25 I For St: 1 inch = 25.4 rnm, -C = [CF)-32y1.8. a. The pipe insulation thicknesses specified in this table are based on insulation R-values ransins from R-4 to R-4.6 per inch of thickness. For maierials with an R-value greater than R-4.6, the insulation thickness specified in this tabk may be reduced as follows: New Minimum Thickness = 4.6 XTable Thickness Actual R-Value
For materials with an R-value less than R-4, the minimum insulation lhickness shall be increased as follows:
New Minimum Thickness = 4.0 XTable Thickness Actual R-Value For piping exposed lo outdoor air, increase thickness by 0.5inch.
TABLE Nll04.1 REQUIRED PERFORMANCE OF DOMESTIC HOT WATER HEATING EQUIPMENT SUBJECT TO MINIMUM FEDERAL STANDARDS CATEGORY MAXIMUM INPUT RATlNG MINIMUM EFFICIENCY
Electric: storaee or instantaneous I2 kW 0.93 -0.00132 TM V a
Gas; storage 75,000 Btdh 0.62 -0.0019 TM V a
Gas; instantaneous 200,000 Btdh 0.62 -0.0019 TM V a
Oil; storage 105,000 Btdh 0.59 -0.0019 TM V a
Oil; instantaneous 210,000 Btuih 0 59 -0.0019 TM l' a
For SI: I Btulh = O 2931 W, I gallon = 3 785 L a I'ISthe rated storage volume in gallons as spec~f~cdby the ~nanufacturer N1106.1 Bulldlng deslgn. Residential design by systems analysis. A building designed in accordance with this section is considered in compliance with the code if the calculated heating energy consumption is not more than that of a standard design building envelope designed in accordance with the code. The use of this compliance method is at the election of the permit applicant. For a proposed alternate building design to be considered similar to the standard design, the proposed alternate building design shall be the same as the standard design for all of the following: 1. Floor area. 2. Thermal envelope area. 3. Exterior design conditions. 4. Occupancy. 5. Climate data. 6. Usage operational schedule.
Nl106.1.1 Standard building deslgn criteria. The standard building design criteria shall include the following: 1. Gas and oil-fired heating source efficiency rating of 78% AFUE. 2. An air changes per hour (ACH) rate of 0.55 for the purpose of calculation only. 3. For reduced ACH levels, documentation of a post-construction blower-door test shall be provided to the code official. 4. A simplified heating degree day (HDD) approach for the appropriate zone, as follows: a. Zone 1 6900 HDD. b. Zone 2 7800 HDD. c. Zone 3 9300 HDD. Exception: The typical meteorological year (TMY), or its ersatz equivalent, from the national oceanic and atmospheric administration (NOAA) or an approved equivalent, for the closest available location, may be used for the proposed alternative design.
N1105.1.2 Analysis method. The analysis methodology or calculatlon tool used for comparlson of the heating energy usage of the standard and the proposed alternative bulldlng deslgn shall be the same.
N1105.1.3 Analysis Report. A heating energy analysis comparison shall be submitted to the code official including all of the following information: a. The design criteria used to develop the standard design and the proposed alternative design. b. A detailed technical comparison of the 2 building and system designs. c. The data used in, and resulting from, the comparative analysis to verify that both the analysis and the design meet the criteria of this section and sectlons N1106.1 to N1105.2. R408.31066
N1106.1 Renewable energy source analysis. A building designed to use a renewable energy sources for all or part of Its energy source shall be designed and constructed in compllance wlth the requirements of thls section. Exception: The renewable energy may be excluded from the total heatlng energy consumption allowed for the bulldlng. a. The renewable energy shall be derived from a speclflc collection, storage, or distribution system. b. The heating energy derlved from renewable sources and the reduction In conventlonal heatlng energy requirements shall be separately ldentlfied from the overall buildlng energy use. c. Supportlng documentatlon on the basls of the performance estlmates for the renewabie energy sources shall be submitted to the code offlclal. R408.31069
N1107.1 Heating energy analysis comparison report. A heatlng energy comparison report shall be submitted to the code official to Include both of the following information: 1. A basic descrlption of the proposed alternate building deslgn and any exceptlons to the standard design criteria. 2. Abbreviated report form Nll07.1, comparing the alternative house deslgn with a standard deslgn house complying wlth the provlsions of this chapter through the systems analysis method. R408.31070 Abbrevlated Report Form N1107.1 Heating Energy Analysls Comparlson Report 3uilder=s Name: 'reject Address: :ity/lownshiplCounty:
PROPOSED ALTERNATIVE HOUSE STANDARD DESIGN HOUSE ROOFlCElLlNG (INC. SKYLIGHTS) SUBTOTALt I ROOFlCElLlNG (INC. SKYLIGHTS) 1 SUBTOTALS 41 - IR1 = AI~I
A, IRi + A2 1R2 + A3 IR = I Line 1 rota1 RoofICeiling Area
GROSS WALL
3paque Wall (Does not include band joist, windows. loors, etc.)
b - IRz = A2/R2 AlIRl+A2IR2= Line 2
Band Joist
Fenestration and Doors, Wtndows
Line 4 Doors 1
Line 5
Other
4- IR = AIR =
Total Gross Wall Area Line 6
GROSS WALL SUBTOTAL AIR (Lines: 2+3+4+5+6) Line 7 11,Total Gross Wall Area O,O:il= 1 LineB I -IR -=AIR = otal Slab Edge Area 2~0.050
asernen! Wlndows
STANDARD DE UB-TOTAL AIR
Nll07.1.1 Alternative design constants. 'The alternative design constants of table N1107.1 may be used for
HEATING EQUIPMENT EFFICIENCY HEATING EQUIPMENT EFFICIENCY (If the same as Standard House, go to line 16 or 17) (Oil or Gas Fired) AFUE: 78% Oil or Gas Fired) AFUE: % Line I: = Adjusted AIR = .ine 14: =Adjusted AIR =AFUE: 0.- Line 15 AFUE: 0.78 Line J AIR LEAKAGE RATE AIR LEAKAGE RATE (If the same as Standard House, go to line 17)
ACH x 0.55 ACH x f13 x 0.018 ? x 0.018 = Line 16 =Volume of House Line K \ir Changes per Hour Volume of House I PROPOSED ALTERNATIVE HOUSE TOTAL STANDARD DESIGN LIMIT TOTAL (Lines: 15+16) (Lines: J+K) iqual to or less than line L to pass yjn Line L I III. I he specific site weather data (heating degree days) for the proposed alternative design. Table Nl107.1 Alternative Standard Deslgn Constants (llr) for Systems Analysls Approach 6000- 6500 - 7000- 7500- 8000 - 8500- Heating Degree Days 6499 6999 7499 7999 8499 8999 9000 + RoofICeiling 0.0204 0.0204 0.0204 0.0204 0.0204 0.0204 0.0204 Gross Wall 0.093 0.093 0.093 0.093 0.093 0.093 0.093 Foundation/floor Floor over unconditioned space 0.0476 0.0476 0.0476 0.0476 0.0476 0.0476 0.0476 Slab on grade Unheated slab 0.0909 0.0909 0.0769 0.0769 0.0769 0.050 0.050 Heated Slab 0.0769 0.0769 0.0667 0.0677 0.0667 0.050 0.050 Crawl space 0.05 0.05 0.05 0.05 0.05 0.05 0.05 Basement wall 0.0909 0.0909 0.0909 0.0909 0.0909 0.0555 0.0555
N1107.2 Compliance. The proposed alternative design shall be determined to be in compliance when the proposed alternative house AIR total (line 14 or line 17 of abbreviated report form N1107.1) is less than or equal to the standard design house (line I or line L of abbreviated report form N1107.1). R408.31070
Rule 1099. Rescission. R 408.31001 to R 408.31055 of the Michigan Administrative Code, appearing on pages 4149 to 4152 of the 1979 Michigan Administrative Code and pages 602 and 603 of the 1981 Annual Supplement to the Code, are rescinded. R 408.31099 PART 1Oa.
Rule 1087. Part 1Oa Mlchlgan unlform energy code for bulldlngs and structures, not lncludlng resldentlal bulldlngs; adoptlon by reference.
Rules governing the energy efficiency for the design and construction of buildings and structures, not including residential buildings, shall be those contained in the ASHRAE energy standard for buildings except low-rise residential buildings, ANSIIASHRAEIIESNA standard 90.1-1999, including appendicies A, B, C, and D. W~th the exceptions noted, the standard is adopted in these rules by reference. The standard is available for inspection at the Okemos office of the Michigan Department of Consumer and Industry Services, Bureau of Construction Codes. The standard may be purchased from the American Society of Heating, Refrigeration and Air-Conditioning Engineers, Inc., 1791 Tullie Circle, NE, Atlanta, Georgia 30329, or from the Michigan Department of Consumer and Industry Services, Bureau of Construction Codes, 2501 Woodlake Circle, Okemos, Michigan 48864, at a cost as of the time of adoption of these rules of $102.00 each.
Rulel088. Definitions. Section 3.2 of the standard is amended to read as follows: 3.2 Building official. "Building Official" means the person who is appointed and employed by a governmental subdivision charged with the administration and enforcement of the state code or codes and who is registered in accordance with the requirements of 1986 PA 54, MCL 338.2301 et seq.
Residential. "Residential" means spaces in buildings used primarily for living and sleeping. Residential spaces include, but are not limited to, dwelling units, hotellmotel guest rooms, lodging houses, fraternitylsorority houses, and hostels.
Rule1089. Heating, ventilating, and air-conditioning alternations. Section 4.1.2.2.2 of the standard is amended to read as follows: 4.1.2.2.2 New HVAC equipment as a direct replacement of existing HVAC equipment shall comply with the specific minimum efficiency requirements applicable to that equipment including, but not limited to, air conditioners and condensing units, heat pumps, water chilling packages, packaged terminal and room air conditioners and heat pumps, furnaces, duct furnaces, unit heaters, boilers, and cooling towers. Any new control devices as a direct replacement of existing control devices shall comply with the specific requirements of sections 6.2.3. to 6.2.3.9. Exceptions: (a) For equipment that is being modified or repaired but not replaced provided that such modifications will not result in an increase in energy usage. (b) Where a replacement or alteration of equipment requires extensive revisions to other systems, equipment, or elements of a building and such replaced or altered equipment is a like-for-like replacement. (c) For a refrigerant change of existing equipment. (d) For the relocation of existing equipment.
Rule 1090. Administratlve requirements. Section 4.2 of the standard is amended to read as follows: 4.2.Administrative requirements relating to permits, enforcement, interpretations, and appeals shall be in accordance with 1972 PA 230, MCL 125.1504 et seq. OSHTEMO CHARTER TOWNSHIP SOIL EROSION AND SEDIMENTATION POLLUTION CONTROL EARTH CHANGE CONTROL MEASURES ACKNOWLEDGEMENT (For use when less than one acre will be disturbed )
1. PARTICIPATING PARTIES Property Owner: Contact Person: Address: Telephone: Facsimile:
Prime Contractor: Contact Person: Address: Telephone: Facsimile:
2. PROPOSED EARTH CHANGE (attach plan) Site Address: Parcel Number: 3905- Project Type: Lake, stream or drain involved?:* Extent of Earth Change (sq. ft.): Is a wetland involved?:* Quantity of cut (cyd.): Fill (cyd.): * consult with planning department for referral to Kalamazoo County Drain Commissioner S OfJice
3. SOIL EROSION AND SEDIMENTATION CONTROL MEASURES A. Temporary Control Measures: Responsible Party:
B. Permanent Control Measures: Responsible Party:
4. DATES Requested Start Date: Requested Expiration Date: (when permanent measures will be installed)
I (We) affirm that the above information is accurate and that I (we) will conduct the above described earth change in accordance with Part 91 of the Natural Resources and Environmental Protection Act, Oshtemo Charter Township Zoning Ordinance and the site and/or grading plan accompanying this acknowledge- ment.
Applicant's Signature: Date:
Township Use Only Date Satisfactory? County Contacted? Initials Temporary Measures In-Place: - 30-follow-up observation: 60-day follow-up observation:
Permanent Measures In-Place: - 60-day follow-up observation: Have measures taken? If no, 30-day follow-up observation: TYPICAL INSTAUA 'TION TYPICAL INSTAUATlON FOR SlLT FENCtNG IN FOR SIL T FENCING IN SANDY SOILS CLAY SOILS
m at mmc UNDISNRBED / WPACIRJSUL
-RVNW now I -m-W 6' 12- MIN. UINlw I
CRU#cm mmmFOR SlTEA- AND mEWnWAY BAS&
SOIL EROSION CONTROL PLAN FOR TYPICAL RESIDENTIAL UNIT Oshtemo Township Zoning Ordinance - Section 64
GENERAL SETBACK REOUIREMENTS
Supplemental setbacks may apply, please refer to Section 64.700 of the Zoning Ordinance. Other provisions may apply.
FRONT SETBACK
AG - Rural, R-1, R-2, R-3, R-4, R-5 ...... 40 ft. from street right-of-way line
C, C-1, I-R., I-1,I-2,I-3, and R-4 exceeding 2 stories ...... 70 ft. from street right-of-way line
The following setbacks apply when fronting on a 'Designated Highway':
West Main ...... 170 ft. from center of street R.O. W. Stadium Drive ...... 120 ft. from center of street R.O.W. Almena Drive ...... 120 ft. from center of street R.O. W. HAvenue ...... 70ft.fiomthestreetR.O.W. KL Avenue ...... 70 ft. from the street R.O. W.
Drake Road (12& Street) ...... 120 ft. from center of street R.O. W. Van Kal (Except between West Main & J Ave) ...... 70 ft. from the street R.O. W. 4"" Street ...... 70 ft. fiom the street R.O.W. 6IhStreet,N.&S...... 70ft. fiomthestreetR.0.W. 9" Street, N. & S...... 70 ft. from the street R.O. W. 1Oh Street...... 70 ft. from the street R.O. W.
Interior Sideline and Rear Setback
a R-4, R-5 ...... 10 ft. or the height of the abutting side of the bldg. at its highest point *
a K-4 exceeding 2 stories ...... 20 ft. or the height of the abutting side of the bldg. at its highest point*
Accessory 13uildings for above ...... 10 ft. or the height of the building at its highest point *
C, C-1, I-& I-1,I-2,I-3 ...... 20 ft. or the height of the abutting side of the building at its highest point*
Accessory Buildings for above ...... 20 ft. or the height of the building at its highest point *
*Whichever is greater
Please direct questions tothe Planning Dept. (616-375-4260) Oshtemo Township Zoning Ordinance - Section 64
GENERAL SETBACK REOUlREMENTS
Supplemental setbacks may apply, please refer to Section 64.700 of the Zoning Ordinance. Other~rovisionsmay apply.
]RONT SETBACK
AG .Rural, R-1, R-2, R-3, R-4, R-5 ...... 40 ft. from street right-of-way line
C, C-I, I-R, I-1,I-2,I-3, and R-4 exceeding 2 stories ...... 70 ft. from s-t right-of-way line
The following setbacks apply when fronting on a 'Desipated Hiehway':
WestMain ...... 170ft.fromcenterofstreetR.O.W. Stadium Drive ...... 120 ft. from center of street R.O.W. Almena Drive ...... 120 ft. from center of street R.O. W. HAvenue ...... 70ft.fromthestreetR.O.W. KLAvenue ...... 70ft.fiomthestreetR.O.W.
Drake Road (1 2" Street) ...... 120 ft. from center of street R.O.W. VanKal(ExceptbetweenWestMain& JAve) ...... 70ft.hmthestreetR.O.W. 41hStreet ...... 70fl.hmthestreetR.O.W. 6'hStreet,N.&~...... :...... 70RfromthestreetR.O.W. 9" Street,N. &S...... 70ft. hmthestreetR0.W. l Oq Street...... 70 fL from the street R.O.W.
Interior Sideline and Rear Setback
a R-4, R-5 ...... 10 ft. or the height of the abutting side of the bldg. at its highest point
K-4 exceeding 2 stories ...... 20 ft. or the height of the abutting side of the bldg. at its highest point*
Accessory 13uildings for above ...... 10 ft. or the height of the building at its highest point
C, C-1, I-R, I-1.1-2,I-3 ...... 20 ft. or the height of the abutting side of the building at its highest point*
Accessory Buildings for above ...... 20 ft. or the height of the building at its highest point
*Whichever is greater
Please direct questions to.the Planning Dept. (6 16-375-4260) Permit # Parcel #
Address
1. On cover sheet - indicate work willcomply with 2003 Michigan Residential Code.
2. On the cover sheet, indicate design loads R-106.1.1.
3. Indicate on the drawing the provisions for Radon Control Method AF 101.1.
4. Add to drawing that Ice protection will be installed on the roof assembly, R - 905.4.3
5. Indicate on drawings whether foundation walls are poured and show on plans that reinforcement rod shall meet the requirements of Table R - 404.1.1(2)(3) (Table).
6. Add on drawings the placement of rod in footings, R403.lS3.2(E).
7. Add clearly on drawings the method of fastening sill plate to foundation (anchors) R - 403.1 -6.
8. Indicate dimensions of footings, R106.1.1.
9. Indicate on drawing the soil classification R106.1.1 - R40 1.4.1(Table).
10.Drawings need to be drawn to scale of ?4= 1.
I I .Show on plans method of circulation in attic R - 806.
12.House wrap is required. R-703.2.
13.Identify the required egress door - must be side hinged, 3 feet in width and 6'-8" in height, MBC R3 11.4.2. CHARTER TOWNSHIP OF OSHTEMO Building Department
Dear Contractor, Builder, Subcontractor:
In order to accomplish efficient, prompt service for your inspection requests we have adopted the following requirements for inspection procedures. Please review these procedures, after reading and reviewing the following please sign and date on the last sheet. All inspection procedures are also outlined in The Stille-DeRossett-Hale Single State Construction Code Act. (Act 230 of 1972).
1. INSPECTION PROCEDURES (Strictly enforced): It shall be the duty of the permit applicant (building, electrical, mechanical) to notify the Oshtemo Township Office (only) that the work is ready for inspection 48 hours in advance. (MBC- 109.3). Inspections will not be accepted from any other source. The building department is not responsible for requests given in the field to inspectors. Please call the office with all requests. (Exception; manufactured homes.)
2. Inspections are not to be requested unless work is completed and building accessible. If inspectors arrive for and ordered inspection and the work is not ready for inspection or the building is locked up and the inspector is unable to gain entrance, a re-inspection charge of $42.00 per visit may be charged. The inspector will not go back until arranpements have been made!
3. Inspections are to be called into the Oshtemo Township Office only. inspections requested of inspectors in the field WILL NOT be valid inspections requests. We cannot be responsible for assuring that these requests will be followed through.
4. No building rough-in and/or final inspection is to be ordered, or will it be done, until ALL SUBTRADE rough-in and/or final inspections have been completed (i.e.: plumbing, electrical and mechanical).
5. No CERTIFICATE OF OCCUPANCY will be issued until all inspections have been completed and approved. Oshtemo Township requires a Certificate of Occupancy for all structures (homes, manufactured homes, additions or alterations, garages, per Section 1 10.0 1).
6. No building shall be occupied until a Certificate of Occupancy has been issued. Moving into a building before this certificate is issued is a violation of Section 110.0 of the Michigan Building Code. Section 110.3 (R110.4) allows for Temporary Occupancy Permits where there are no violations to the safety and health issues Act 230-125.1513. CODES 1. Shall comply with the Michigan Building Code - 2006 Edition. 2. Shall comply with the National Electrical Code - 2008 Edition. 3. Shall Comply with the Michigan Mechanical Code - 2006 Edition. 4. Shall comply with the State Plumbing Code. 5. Shall comply with the Michigan Barrier Free Design Code - Multi Family - Commercial - Industrial - Assembly. 6. Shall comply with the 2003 Michigan Uniform Energy Code. 7. 1 and 2 family houses shall comply with the Michigan Residential Code (contains the electrical and mechanical codes)
A Certificate of Occupancy will be issued on 100% completion of the Electrical, Mechanical, Plumbing and Building inspections with approval.
ALL PERMITS MUST BE OBTAINED PRIOR TO THE START OF CONSTRUCTION.
If inspection areas are covered up prior to completion of the inspection, you will be required to reopen it or remove any backfilled material.
INSPECTIONS: It shall be the duty of the permit applicant to notify the Building Department that such work is ready for inspection 48 hours in advance. (MBC-109.1) This includes sub trades Act 230-125.15 12.
Required Inspections:
BUILDING 1.Setbacks - Property owner shall be responsible for indication property lines. Inspection is recommended prior to any concrete being poured. J The lot and the building location must be staked so the inspector can verify the location of the forms and footings relative to the lot lines. J The permit must be posted and visible from the road. J The location must be identified by a street number or a sign indicating the owner's or contractor's name. (Hand panted numbers or signs are fine).
2. Footinps, Foundations, Walls, Rerod & Radon - Between the time the forms for the footings are set and before any sills are attached. We would like to inspect prior to any concrete being poured, because if the forms are in the wrong place it is MUCH cheaper to move forms than concrete. If you do not have an approval of the forms prior to the pouring, you pour at YOUR OWN RISK.
3. Rounh IdFraming - When framing is completed, BEFORE dry walling and AFTER electrical, plumbing and mechanical rough-in inspections. 4. LATH AND/OR GYPSUM BOARD INSPECTION: To be made after lathing and gypsum board, interior and exterior is in place, but before any plastering is applied or before gypsum board joints and fasteners are taped and finished, (Fire resistive assemblies) - multi family.
5- -Final - When Project is complete and ready for occupancy and AFTER electrical, plumbing and mechanical final inspections are approved. ELECTRICAL 1. Underground-If anything is to be covered by dirt or concrete. 2. Service-When service is completed and ready for hookup. 3. Rough-In-BEFORE insulating or dry-walling, when wiring which will be hidden is complete. 4. Final-When all fixtures are set, plates are on and the building is ready to be occupied. MECHANICAL 1. Underground-If anything is to be covered by dirt or concrete. 2. Rough-In-Anything that is in walls (including ducts or chimneys) BEFORE dry-walling. 3. Final-When furnace and/or air conditioning is completed and operating and you are ready to occupy.
PLUMBING - STATE OF MIcHIGAN(~ele~hone#616-544-0743) 1. Underground-when pipes are all run in ground, BEFORE you backfill or pour concrete. 2. Rough-In-When pipes are all run in walls, BEFORE dry-walling, also drainage lines in ceiling of basement BEFORE covering. 3. Final-When fixtures are all set and operating and you are ready to occupy.
A Final Inspection shall be required at the completion of all work required by the building permit. (R- 109.3.1 0,109.1.6).
Upon approval of the Building Department, a Certificate of Occupancy shall be issued. (Section 110.3).
No building or portion thereof shall be occupied or used until a "Certificate of Occupancy" is issued. (Section 1 10.1)
An Approved Set of Plans shall be kept on the building site at all times while the work is in progress. (Section 106.3.1)
PLEASE, remember each job is different and goes at a different pace. Therefore, we have no idea when you are ready for any inspections unless you call us and let us know. Also. Please make sure that you are actually rea4for the inspection, because extra trips by the inspector may cost you an extra fee.
Signature- , Date PA 299, MCL 339.101 et seq., and known as the Michigan occupational code. Where special conditions exist, the building official is authorized to require additional construction documents to be prepared by a registered design professional. R106.1.4. Truss design data. As an alternative to the submission of truss design drawings, the truss design data sheet may be provided to the building official as part of the construction doouments at the time of application. Truss design drawings shall be submitted to the building official prior to truss installation as required by section R802.10.1. R802.10.1 Truss design drawings. Truss design drawings, prepared in conformance with section R802.10.1, shall be provided to the.building official and approved prior to installation. The truss design data sheet, figure R802.10.1, may be provided to the building official at the time of permit application, as an alternative to design drawings as permitted in section R106.1.4. Truss design drawings shall include, at a minimum, the information specified below. Truss design drawings shall be provided with the shipment of trusses delivered to the jobsite. 1. Slope or depth, span, and spacing. 2. Location of all joints. 3. Required bearing widths. 4. Design loads as applicable. a. Top chord live load (including snow loads). b. Top chord dead load. c. Bottom chord live load. d. Bottom chord dead load. e. Concentrated loads and their points of application. f. Controlling wind and earthquake loads. 5. Adjustments to lumber and joint connector design values for conditions of use. 6. Each reaction force and direction. 7. Joint connector type and description (e.g., size, thickness, or gauge) and the dimensioned location of each joint connector except where symmetrically located relative to the joint interface. 8. Lumber size, species, and grade for each member. 9. Connection requirements for the following: a. Truss to truss girder. b. Truss ply to ply. c. Field splices. 10. Calculated deflection ratio andlor maximum description for live and total load. 1 1. Maximum axial compression forces in the truss members to enable the building designer to design the size, connections, and anchorage of the permanent continuous lateral bracing. Forces shall be shown on the truss design drawing or on supplemental documents. 12. Required permanent truss member bracing location. Roof Loadlng Data Sheet Authority 1072 PA 230 Completion: Jurbdictlml krfamatibn should be Included In thls space Completed prior to appllcatlon for plan mvlew and bulkling permit. This form Is a voluntary form used to asslst In the penlt approval process. I Appliunt't Nam: Date: I Applicant's Addmsr: Pennl Number:
Job Location:
I I I THIS FORM SHOULD BE COMPLETED BY THE PERMIT APPLICANT, OR DESIGN PROFESSIONAL FOR C,, q,AND I, PLACE AN "X" IN THE APPROPRIATE BOX THAT BEST DESCRIBES THE STRUCTURE. I Ground Exposure, P, = From Figure R301.2(5) MRC or Figure 1608.2 MBC
1 Ex~osureFactor C. " I Exposure
aving the size of single-family dwellings or larger.
'~ullyExposed: Roofs exposed on all sides with no shelterby terraln, hlgher structures, or trees. 2~artiallyExposed: All roofs except those designated as 'fully exposed" or 'sheltered." 'sheltered: Roofs located tight among conlfers that qualify as obstructions. Thermal Factor Ct Thermal condition4 ct All structures except as listed below 1 Structures kept just above freezing and those with cold, ventilated roofs with an R factor of 25 or greater between the ventilated and heated spaces, such as attics 1.1 Unheated structures and those intentionally kept below freezing, such as seasonal bulldlng or storage buildings 1.2 Continuously heated greenhouse with a roof R Value less than 2 and having an Interior temperature maintained at about 50 degrees 3 ft above the floor during winter months and a temperature alarm system or an attendant to wam of a heating failure. 0.85 I Vhese conditions shall be representative of the anticipated conditions during winter months for the life of the structure
I Building and other structures representing low hazard to human life, 1.e.: Agricultural, Temporary, and Minor Storage I IFacilitles. 1 0.8 1 I I1 All buildings except those listed In Categories Ill and IV. 1 Ill Building and other structures representing substantial hazard to human life in the event of failure. 1.1 IV Buildings and other structures designated as essential facllities. 1.2 ------Attic Live Load Entire Attlc YIN Speclfic Areas (if yes, list areas below) YIN Llsl Rms