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Home My WebLink AboutALL DOCS - 10-00144 - 133 N 5th W - New SFR „`BLR IIY OF Certificate of Occupancy U ✓, REX.BLJRG City of Rexburg ,,,,,7„,;i =7= „r= Community Department of Community Development 35 N. 1st E. / Rexburg, ID. 83440 Phone (208) 359 -3020 / Fax (208) 359 -3022 Building Permit No: 10 00144 Applicable Edition of Code: International Building Code 2009 Site Address: 133 North 5th West Use and Occupancy: Single Family Residential Type of Construction: Type V, non -rated Design Occupant Load: N/A ._..... _ -. Sprinkler System Required: No Name and Address of Owner: Contractor: Bns Design Construction Special Conditions: Occupancy: Residential - 2 units or less, permanent in nature This Certificate, issued pursuant to the requirements of Section 109 of the International Building Code, certifies that, at the time of issuance, this building or that portion of the building that was inspected on the date listed was found to be in compliance with the requirements of the code for the group and division of occupancy and the use for which the proposed occupancy was classified. Date C.O. Issued: 2 9 / //.43. e C.O Issued by: 1■01 �""--- ---� . Building Official There shall be no further change in the existing occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Building Official has reviewed and approved said future changes. r Plumbing ::::::tor; Fire Inspector: Electrical ii P8Z Administrator \Pk Oi REXBURC .4i�p 7 _ � C I T Y O F ' „ ice REXBURG Please Complete the Entire Application! m ; If the question does not apply fill in NA for non applicable America's Family Community RESIDENTIAL BUILDING PERMIT APPLICATION 35 N 1st E, REXBURG, ID 83440 208 - 372 -2326 PARCEL NUMBER: (We will provide this for you) SUBDIVISION: t LUr. l�4 Sf UNIT# BLOCK# LOT# _ _ (Addressing is based on the information - must be accurate) Dwelling Units: l Parcel Acres: 0 . L- - OWNER NAME: , (� CONTACT PHONE # 2_01 3L-1 PROPERTY ADDRESS: - PHONE #: Home ( ) Work ( ) Cell ( ) OWNER MAILING ADDRESS: lO) , ' 7 ) 3 R D I V CITY: & k ) ! \ S STATE: i ZIP: 51494) EMAIL FAX APPLICANT (If other than owner) 5 6 mr a ai.o\A , (Applicant if other than owner, a statement authorizing applicant to act as agent for owner must accompany this application.) APPLICANT INFORMATION: ADDRESS CITY: STATE; ZIP EMAIL FAX PHONE #: Home ( ) Work ( ) Cell ( ) CONTRACTOR: (► NS ! 1° , 1 0 MAILING ADDRESS: 111 CU1j LA S pQ CITY wfe1 STATE '11) ZIP t i ti ib PHONE #: Home ( ) Work ( ) Cell ( ) 3'S C/ EMAIL FAX IDAHO REGISTRATION # & EXP. DATE lia - 65kl How many buildings are located on this property ?_D - -- Did you recently purchase this property? ® o Yes (If yes, list previous owner's name) I U h 0 Is this a lot split? NCY / YES (Please bring copy of new legal description of property) PROPOSED USE: 5 e (i.e., Single Family Residence, Multi Family, Apartments, Remodel, Garage, Commercial, Addition, Etc.) APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: Under penalty of perjury, I hereby certify that I have read this application and state that the information herein is correct and I swear that any information which may hereafter be given by me in hearings before the Planning and Zoning Commission or the City Council for the City of Rexburg shall be truthful and correct. I agree to comply with all City regulations and State laws relating to the subject matter of this application and hereby authorized representatives of the City to enter upon the above - mentioned property for inspections purposes. NO 'E: The building official may revoke a permit on approval issued under the provisions of the 2003 International Code in cases of azly false statement 91 misrepresentation of fact in the application or on the plans on which the permit or approval was based. Permit void if not started withyf 180 days. Pe/Mkt void if work stops for 180 days. F � L A ff , d1/7 -/ —4 17 Y / ` / / 6) Signifte of Owlaer /Applicant DATE ! WARNING — BUILDING PERMIT MUST BE POSTED ON CONSTRUCTION SITE! f Plan fees are non - refundable and are paid in full at the time of application beginning January 1.2005 `' City of Rexburg's Acceptance of the plan review fee does not constitute plan approval **Building Permit Fees are due at time of application** **Building Permits are void if your check does not clear** 2 Building Safety Department o4 REauRC, a C I T Y OF City of Rexburg A F ' ° REXBURG 35 N P E Phone: 208.372.2326 ;,'7 America's Family Community Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3022 Affidavit of Legal Interest State of Idaho County of Madison I, Name Address City State Being first duly sworn upon oath, depose and say: (If Applicant is also Owner of Record, skip to B) A. That I am the record owner of the property described on the attached, and I grant my permission to: Name Address to submit the accompanying application pertaining to that property. B. I agree to indemnify, defend and hold Rexburg City and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. Dated this day of 20 Signature Subscribed and sworn to before me the day and year first above written. Notary Public of Idaho Residing at: My commission expires: 3 Building Safety Department � � -B a � c i -r Y OF City of Rexburg ° IZEXBURG E p �� h one: 2 08.372.2326 ) 35N 1 , it • Rexburg, ID 83440 www.rexburg.org America's Family Community 9 9• 9 F ax: 2 08.359.3022 Property Lines Each site plan that is submitted to the City of Rexburg for the Building Permit process requires that property lines are shown accurately. It is the Developer's responsibility to correctly identify on the site plan the location of these lines in reference to the public right -of -way, other adjoining property lines, the street, other structures and all utility lines. The Developer should find property pins that are still available at the lot in question. If these pins do not exist or have become unrecognizable then a new survey should be performed. Accurate property line information is a must for a timely review. In addition to finding existing property pins, legal descriptions should be checked. The best way to identify property line location is with a land survey. The City of Rexburg has aerial photos and a parcel line layer that can be checked, but they are only a tool and are not guaranteed for accuracy. If you want to request a copy of your lot, see the front counter at the Community Development Department. I have read and understand the above requirements. Oq/ (// /c, Si ature Date K` Owner or ❑ Builder Printed Name 4 , Building Safety Department ,� _ Z........ C ��',.�� C [ T 1' O F City of Rexburg ill ° 35 N I,r E Phone: 208.372.2326 i Rexburg , ID 83440 www.rexburg.org 2 '2326 '! America's FamilyCaunrurrity Fax 208.359.3022 I i OWNER'S NAME I PROPERTY ADDRESS 1 SUBDIVISION — Pe_mit# PHASE LOT BLOCK Required!!! .MECHANICAL 1 Mechanical Contractor's Name: g i k t }- S; 1 ness Name: C t Address 307-g7 id - T Lt h `J1 )2 � f�t( 3 i Cit State 1 ID Zip Contact Phone: al) 313 CO 6 Business Phone: ( ) at., . Email J 1 cs f (�.- 31----- 1 R C.J'MFax Mechanical Estimate $ (Cpmmercial /Multi Family Only) 1 FI URES & APPLIANCES COUI \T ( Slagle Family • ;•, g Only) Furnace I s Exhaust or Vent Ducts Furnace /Air Conditioner Combo 1 I.)ryer Vents Heat Pump Range Hood Vents Air Conditioner Cook Stove Vents Evaporative Cooler -_ 3ath Fan Vents • Unit Heater other similar vents & ducts: ■ Space Heater ■ Decorative gas -fired appliance Incinerator System 1 Boiler ■ Pool Heater Fuel Gas Pipe Outlets including in or future outlets Inlet Pressure (Meter Supply) PS4 PP y) Heat (Circle all that a 1 Gas ) Oil Coil Fireplace Electric Hydronic I , ' _I(//i - 1 0 p o Re ui . Signature of Licensed Co, tractor • S 6 1 , License number Da :r; j i 6 Building Safety Department o ,o -ok. %' .4 CITY OF City of Rexburg 7 REXBURG 35 N 1 sf E %�� - -__ -- - -_ -- c� — - - -- -- Phone: 208.372.2326 America's Family Community Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3022 NAME )CRPN j1"ikA b ('J PROPERTY ADDRESS Permit# SUBDIVISION (-TA, � ( -IAIVD f3 PHASE LOT 7 BLOCK Remodeling Your Building /Home (need Estimate) $ SURFACE SQUARE FOOTAGE: (Shall include the exterior wall measurements of the building) First Floor Area 13( Unfinished Basement area T3 Second floor /loft area Finished basement a ea Third floor /loft area Garage area 1 Shed or Barn Carport /Deck (30" above grade)Area Water Meter Quantity: 1 * * * * * * * * * * * ** *W Meter Size: Required!!! PLUMBING Plumbing Contractor's Name: M UY )3)11\YI Business Name: i�U�l�Sl�l7j P •- i3f?Jf� Address L IS r 1. NAVItrc ! f 1.15 City LF. State CO Zip ? Contact Phone: ( ) 3 t- to o l Business Phone: ( ) I3t Email Fax S3,- - n FIXTURE COUNT (including roughed fixtures) 1 Clothes Washing Machine — Sprinklers 1 Dishwasher '5 Tub /Showers Floor Drain S Toilet /Urinal 1 Garbage Disposal 1 Water Heater Hot Tub /Spa Water Softener - I Sinks (Lavatories, kitchens, bar, mop) Plumbing Estimate $ (COMMERCIAL /MULTI - FAMILY ONLY) C— 1151 - 4/ 4/1 9 /4 /t) Signature of Licensed Contractor License Number& Expiration Date Date 5 – Building Safety Department e' . CITY OF City of Rexburg 6' r o I EvBT G m '' `',.i«a 1tG1V� lJ It 35 N 1st E Phone: 208.372.2326 ; ; #1 oh? ._.-- -- -_ -_ -- Rexburg, ID 83440 www.rexburg.org America's Family Community Fax: 208.359.3022 NAME Ynck`( )01 - W PROPERTY ADDRESS Permit# SUBDIVISION (5131/4-k PHASE LOT 'Z, BLOCK Required!!! MECHANICAL Mechanical Contractor's Name -7 Business Name )-1 �.� ./\ Address / K) . 3(l'� L Cit fl I�l� 4 \ State Lo Zipri_WA ` Cell Phone ( ) 00% Business Phone ( ) Fax ( ) Email Mechanical Estimate $ (Commercial /Multi Family Only) FIXTURES & APPLIANCES COUNT (Single Family Dwelling Only) Furnace Exhaust or Vent Ducts (water heater) Furnace /Air Conditioner Combo Dryer Vents — Heat Pump Range Hood Vents Air Conditioner Cook Stove Vents — Evaporative Cooler i Bath Fan Vents Unit Heater other similar vents & ducts: Space Heater Decorative gas -fired appliance Incinerator System Boiler Pool Heater Fuel Gas Pipe Outlets including stubbed in or future outlets Inlet Pressure (Meter Supply) PSI Heat (Circle all that apply) Ga Oil Coal Fireplace Electric Hydronic Signature of Licensed Contractor License number Date 6 Building Safety Department o ,o-ok � r �0 CITY OF City of Rexburg t 1+0 ► 7 0 ,,.ro. REXBURG 35 N 1st E Phone: 208.372.2326 ', " m a+ Community Rexburg, ID 83440 www.rexburg.org America's Family Community 9• 9 Fax: 208.359.3022 OWNER'S NAME PROPERTY ADDRESS Permit# SUBDIVISION PHASE LOT BLOCK HOME OWNER'S ELECTRICAL PERMIT Horne Owner's Name Address City State Zip Cell Phone ( ) Home Phone ( ) Fax ( ) Email TYPES OF INSTALLATION (New Residential includes everything contained within the residential structure and attached garage a t the same time) For power supplier requirements visit www.rockymtnpower.net ❑ *Up to 1,500 sq ft - $72 ❑ *1,501 to 2,500 sq ft - $120 ❑ *2,501 to 3,500 sq ft - $168 ❑ *3,501 to 4,500 sq ft - $216 ❑ * *Over 4,500 sq ft - $216 plus $.04 /sq ft: sq ft total ❑ Existing Residential (# of Branch Circuits) - $40 plus $10 per circuit: # of circuits ❑ Temporary Construction Service, 200 amp or less, one location (for a period not to exceed 1 year) - $40 ❑ Spa, Hot Tub, Swimming Pool - $40 plus $40 grounding grid where applicable ❑ Electric Central Systems Heating and /or Cooling (when not part of a new residential construction permit and no additional wiring) - $40 ❑ Modular, Manufactured or Mobile Home - $50 plus $10 per circuit ❑ Other Installations: Wiring not specifically covered by any of the above: Cost of 'Firing & Labor. $ (Includes the cost of materials installed regardless of the part' supplying it). ❑ Pumps (Domestic Water, Irrigation, Sewage): horse power ❑ Requested Inspections (of existing wiring) - $40 /hr (1 hour minimum) plus $40 /hr thereafter *Includes a maximum of 3 inspections. Additional inspections charged at requested inspection rate of $40 per hour. ** Includes a maximum of 4 inspections. Additional inspections charged at requested inspection rate of $40 per hour. Signature of Home Owner Date 7 Building Safety Department 9..: .,„ City of Rexburg c am ° �✓ ` Y ° } REXBURG 35 N I5� E % /' \ cy, Rexburg, ID 83440 www.rexbur or Phone: 208.372.2326 A,neric,, Funnily Comn,unA g. g Fax: 208.359.3022 OWNER'S NAME PROPERTY ADDRESS Permit# 10 00144 SUBDIVISION 133 North 5th West -SFR PHASE LOT BLOCK — — Ferman-1 - .. - Required!!! ELECTRICAL 1 Electrical Contractor's Name ?t 35 If Address Business Name ` ��l �jjf�El-ECM f ,2 J N `� � ) �� `� Ci ty _ _ S 1l State , I.0_ 3 ate . 1 > Zip , j Cell Phone (20E) (-)? - 7V53 Business Phone ( ) Fax ( ) Email V u 5Se el eC.i-ttr_ )1.4 }er 0/1Q ( ►'1/, Electrical Estimate (cost of wiring & labor) $ (COMMERCIAL ONLY) (Includes the cost of materiali installed regardless of the party .supplying it). TYPES OF INSTALLATION 1 (New Residential includes everything contained within the residential structure and attached garage at the same time) 1 RESIDENTIAL ONLY *Up to 1,500 sq ft - $72 ❑ *1,501 to 2,500 sq ft - $120 ❑ *2,501 to 3,500 sq ft - $168 ❑ *3,501 to 4,500 sq ft - $216 ❑ * *Over 4,500 sq ft - $216 plus $.04 /sq ft: sq ft total ❑ Existing Residential (# of Branch Circuits) - 1 $40 per buildini per 12 /b l # of circuits ❑ Multi - Family Only: # of units p building - $120 /bldg + $60 /unit 1 ❑ Services: Alterations /Repairs that require utility disconnection. (Estimate applicable for commercial). I ❑ Temporary Construction Service, 200 amp or less, one location (for a period not to exceed 1 year) - $40 ' ❑ Spa, Hot Tub, Swimming Pool - $40 plus $40 grounding grid where applicable ❑ Electric Central Systems Heating and /or Cooling when not part of a new residential construction permit and no additional wiring) - $40 ❑ Modular, Manufactured or Mobile Home - $50 plus $10 per circuit ❑ Other Installations: Wiring not specifically covered by any of the above: Cost of Wiring d�° Labor: $ (Includes the cost of materials installed regardless of the party supplying it). ❑ Pumps (Domestic Water, Irrigation, Sewage): horse power ❑ Requested Inspections (of existing wiring) - $40 /hr (1 hr minimum) plus $40 /hr thereafter ❑ Temporary Amusement /Industry - $40 plus $10 per ride, concession or generator *Includes a maximum of 3 inspections. Additional ins. - ctions charged at requested inspection rate of $40 per hour. ** I •• • f 4 inspections. Additio : pections charged at requested inspection rate of $40 per hour. - o = • v�• tractor License number — Date 7 SUBCONTRACTOR LIST Excavation & Earthwork: Concrete: Masonry: Roofing: Insulation: Drywall: Painting: Floor Coverings: Plumbing: Heating: Electrical: Special Construction (Manufacturer or Supplier) Roof Trusses: Floor /Ceiling Joists: Siding /Exterior Trim: Other: 9 EXEMPTIONS FROM STATE REGISTRATION As of January 1, 2006, the City of Rexburg can no longer sell permits without having a copy of your State registration number or your exemption from the State registration. Please send a copy of your state registration or fill out this form showing your exemption and send it with your license renewal or your next permit application. (This list is a summarization of Idaho Code Title 54 Chapter 5205, for full definitions of these exemptions please see the State's website at www.ibol.idaho.gov /cont.htm) ❑ Currently State licensed pursuant to Title 54 Idaho Code, Chapters: 3 Architects, 10 Electrical Contractors /Journeyman, 12 Engineers /Surveyors, 19 Public Works Contractors (exempt from fee only registration required), 26 Plumbing /Plumbers, 45 Public Works Construction Management Licensing Act (exempt from fee only registration required), or 50 Installation of heating, ventilation and air conditioning systems ❑ Employee or volunteer of a licensed contractor or part of an educational curriculum or nonprofit charitable activity with no wages or salary ❑ Employee of a US Government agency (State, City, County, or other municipality) ❑ Public Utility doing construction, maintenance, or development to its own business ❑ Involved with gas, oil or mineral operations ❑ Supplier doing no installation or fabricating ❑ Contracting a project or projects with a total cost less than $2000 ❑ Operation of a farm or ranch or construction of agriculture buildings exempt from Idaho Building Code ❑ Any type of water district operations ❑ Work in rural districts for fire prevention purposes ❑ Owner who performs work on own property or contracts with a registered contractor to do work as long as the property is not for resale within 12 months ❑ Owner or lessee of commercial property performing maintenance, repair, alteration or construction on that property ❑ Real estate licensee /property manager acting within Idaho Code ❑ Engaging in the logging industry ❑ Renter working on the property where they live with the property owners approval ❑ Construction of a building used for industrial chemical processing per Idaho Code ❑ Construction of a modular building (defined by Idaho Code) to be moved out of state I hereby certify that the above information is true and correct to the best of my knowledge. Signature Date Print Name 10 ---- 7 Receipt Number: )evelopment CITY OF REXBURG o3*40 208) 359-3024 PAID BY: JERRY JOHNSON DATE: 04/23/10 BLB /D423/CNTR TIME: 14:12:56 RECEIPT NO: 143195 REF NO: 02 48 BP MECH. PERMIT UNDER 2 140.00 49 BP ELECT PERMIT < 2 Ml 168 OO --- ^ ^ 50 BP PLUMB Residential Fixtures $140' 00 $140.00 $0.00 PERM UNDER 15O,OO ' 51 FIRE DE/. IMPACT FEES 184.61 :;t $1g� ,ico| ' 00 $168�� ' $0.00 52 WATER CAPITAL CONNECTIO 1,550.00 Plumbing Permit Fee $150.00 $150.00 $0'00 53 SEWER CAPITAL CONNECTIU 1,000.00 $184.61 $184.61 $0'00 54 PARK IMPACT FEE INT INC 6O4.97 /Sewer $1.000.00 $1.000.00 $0.00 55 POLICE-DEVELOPMENT lMPA 158 Nyamer $1.550.00 $1.550.00 $0'00 56 STREET DEV. IMPACT FEB 804.61 , Fee $604.97 $604.97 $0'00 57 WATER METERS & PARTS SA 317.00 ��Fee $��.11 $1��.11 $�'�� 58 BP BUIL. PERMITS UNDER 863^35 ctFme $804.61 $804.61 $0'00 '&Parts $317.00 $317.00 $0.00 n nitFee $1,363.35 $863.35 $0.00 CHECK AMOUNT 5,94O.65 ' $s PAYMENT 5,94 Total: $5,940.65 CHANGE O.OQ BUILDING PERMIT 41000144 THANK YOU AND HAVE A NICE DAY nit Fee $500.00 10 00144 CHECK 020383 $ 5,940.65 Total: $5.940.65 PAID ' ~ "—=�n�" APR � � ��YD ~ — --- i K ��r� ��F ��EJ(B��RK� velopment Receipt Number: 10-0158 D 3440 T EX GU P3 8)359-3024 PAID EIY: JERRY 3OHNS0N DATE: 04/22/10 RLE /0422/CNIP \NM'S Payer/Payee. Name: Jerry4olineciii TIME; 102900 RECEIPT NO; REF NO; 020371 adninat Fee Arno0iit I Fee 37 BP BUIL- FERITS UNDER mount elejancir.„, it Fee $1,361.35 $500.00 $863.35 CHEU AMOUNT 5012;iY. Total: $500.00 PAYMENT 500.'00 CHANGE 00 s PaymentHIstory Description Amount Paid Permit # PARKING FE A RhIT IS 00144 4 Payment - Amount — THANK YOU AND tiAVE A NILt. !JAI $ 500.00 $500.00 n Apil 2 2 - ra , c)( BulAG Gm( Or Page 1 of 1 genpmtrreceipts INSPECTION TICKET 0 Bldg. tji Plumb. 0 Elect. 0 Mech. 0 Fire Inspection Request: Rec'd By \ , Date 31' \ \ Req. By ,1\ \14 ' i S Phone No. 3C0 — 500\ -- 4 SVQ. Permit No. \O t Y 1 k �� Address L S -kh W Inspection Type Q -c - Ifyk∎ r\\ Day /rime Req. U -3` \\ Inspector's Report 0 Res. C! Comm. ?Gem ge, (c (S 4 INSPECTED ITEMS CONFORM TO APPROVED DWGS ❑Y ❑ N ❑ N/A INSPECTOR'S ACTION D APPROVED ❑ DISAPPROVED ❑ FINAL ❑ C.O. (FINAL ❑ NOT APPLICABLE ® DID NOT INSPECT _ __ ACTT . Xi Signed _ _r� Inspector Rec't A nowledged WNW - ( 6. e Copy Yellow - Job Copy Pink - Inspectors Copy F- FIR -0003 INSPECTION TICKET ❑ Bldg. ❑ Plumb. A Elect. ❑ Mech. ❑ Fire Inspection Request: R 'd By N1t Date 8','■ Req. By \\V_;\ \ \M t Phone No. Project sq. Permit No. \, 0 C01yy Address G N. 7: \K\ Inspection Type _ \Mt\ E.1 j Day !Time Req. - 3\ — \\ lv..,A\ ' A ' Inspector's Report al Res. ❑ Comm. %, . ►.Iiht4.. ='-, �.�`•i._••�.. INSPECTED ITEMS CONFORM TO APPROVED DWGS DY DN ''N /A INSP TOR'S ACTION PROVED D DISAPPROVED D FINAL C.O. (FINAL) D NOT APPLICABLE (] DID NOT INSPECT ACTION REQUIRED: 0 - 0S1 Signed 2lQ0_ Inspector Rec't Acknowledged While - (Ace Copy Yellow Job Coq Pink - Insp�y F FIR.0003 Copy INSPECTION TICKET ❑ Bldg. ❑ Plumb. ❑ Elect. IX Mech. ❑ Fire Inspection Request: � ec'd By ' R- K) Date Req. By \` t i) 4 S Phone No. 3bO - ' SO 1l Project ` J Permit No. ID (IL44 1 Address 3' 1 Inspection Type 'F.iYrc\ N e0 Day Time Req. 8-3\ - Inspector's Report ;4 Res. ❑ Comm. .....7 !t [a'— tell Mir A,. --- '—..I 1 ' (1. - - 0 /114/1 411 –__—_-■ El INSPECTED ITEMS CONFORM TO APPROVED DWGS 0 ❑ N ❑ N/A 1NSP CTOR'S ACTION APPROVED Q DISAPPROVED ❑ FINAL ❑ C.O. (FINAL) ❑ NOT APPLICABLE ® DID NOT INSPECT ACTION REQUIRED: Sig ,` Inspector Rec't • ckno ledged AI White • 1 Ke ' opy opy Pink Inspector's Copy f- FIR-C.. 391 / w a0 co 39I V i Job Truss Truss Type Qty Ply JEROME JOHNSON =SPEC B01144-10 Al COMMON 21 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Job Reference (optional) 7.210 s Nov 16 2009 MiTek Industries, Inc. Mon Apr 19 10:27:51 2010 Page 1 7-10-4 7-10-4 7 10 -4 j 23 -6 -12 7-10-4 7 -10-4 7 -10 -4 Scale = 1.49 .6 0 s o6u 41\ C E • B c A i 2,el B1 63 G 1-2-8 9 -11 -15 1-2-8 j 8 -9 -7 9-11-15 29-11-12 g31 -50 9 -11 -15 O J12 Plate Offsets (X,Y): [ A: 0- 3- 2, 0- 2- 0],[ C: 0- 4- 0, 0- 3- 0 ] , [ E: 0- 4- 0, 0- 3- 0],[ G: 0- 3- 2, 0- 2- 0] ,[H:0- 5- 0,0- 3- 0],[I:0- 4- 0,Edge] 1-2-8 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) Udell LJd PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.88 Vert(LL) -0.56 H -I >662 360 MI120 197/144 TCDL 7.0 Lumber Increase 1.15 BC 0.92 Vert(TL) -0.78 H -I >478 240 BCLL 0.0 * Rep Stress Incr YES WB 0.62 Horz(TL) 0.14 G n/a n/a BCDL 7.0 Code IRC2006/TP12002 (Matrix) Wind(LL) 0.11 A -I >999 240 Weight: 119Ib LUMBER BRACING TOP CHORD 2 X 4 SPF 1650E 1.5E TOP CHORD Sheathed or 3 -0 -7 oc purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 2 -2 -0 oc bracing. WEBS 2 X 4 SPF Stud /Std SLIDER Left 2 X 6 DF No.2 3 -9 -15, Right 2 X 6 DF No.2 3 -9 -13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) A= 1599/0 -5 -8, G= 1596/0 -5 -8 Max HorzA= -83(LC 6) Max UpliftA=-327(LC 5), G=- 327(LC 6) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or Tess except when shown. TOP CHORD A -B =- 3314/645, B-C=-3207/660, C -D =- 2973/627, D -E =- 2779/557, E -F =- 3177/670, F -G =- 3284/656 BOT CHORD A -I =- 612/2963, I -J =- 295/1997, J -K =- 295/1997, H -K =- 295/1997, G -H =- 537/2937 WEBS C -I =- 647/302, D- I=- 228/1022, D -H =- 155/877, E -H =- 710/324 NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7 -05; 90mph; TCDL= 4.2psf; BCDL= 4.2psf; h =25ft; Cat. 11; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads. 4) " This truss has been designed for a live Toad of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members, with BCDL = 7.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =1b) A =327, G =327. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/7P1 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply JEROME JOHNSON -= SPEC B01144 -10 A1GE GABLE 2 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Job Reference (optional) 7210 s Nov 16 2009 MiTek Industries, Inc. Mon Apr 19 10:27:54 2010 Page 1 15 -8 -8 15 -8 -8 31-5-0 15-8-8 Srde =1:49fi I I H 500 rff G K F ' I - E • • TIr B I • C � B �� T • N O • oT. • � � • sr. A in B1 .... .... ........ ....... . IVV ��. 5. ... .. ..I.t ..1....1...1.1.1. 6 AE AD AC AB AA Z X W V G T S 31 -5 -0 31 -5 -0 Plate Offsets (X,Y): [A:0 -1- 12,0 -1 -8], [Q:0 -1- 12,0 -1 -8] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1/deft lid PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.18 Vert(LL) n/a n/a 999 M1120 197/144 TCDL 7.0 Lumber Increase 1.15 BC 0.10 Vert(TL) n/a n/a 999 BCLL 0.0 * Rep Stress Incr NO WB 0.14 Horz(TL) 0.00 Q n/a n/a BCDL 7.0 Code IRC2006/TP12002 (Matrix) Weight: 129 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or 6 -0 -0 oc purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. OTHERS 2 X 4 SPF Stud /Std MiTek recommends that Stabilizers and required cross bracing be installed during REACTIONS All bearings 31 -5 -0. truss erection, in accordance with Stabilizer Installation guide. (Ib) - Max Horz A= -83(LC 6) Max Uplift All uplift 100 Ib or less at joint(s) A, Z, AA, AB, AC, AD, W, V, U, T, S, Q except AE=- 122(LC 5), R=- 122(LC 6) Max Gray All reactions 250 Ib or Tess at joint(s) A, Y, Z, AA, AB, AC, AD, W, V, U, T, S, Q except AE= 370(LC 9), R= 370(LC 10) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS B -AE =- 289/135, P -R =- 289/135 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 90mph; TCDL= 4.2psf; BCDL= 4.2psf; h =25ft; Cat. 11; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) All plates are 1.5x4 M1120 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2 -0 -0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live Toad of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, Z, AA, AB, AC, AD, W, V, U, T, S, Q except (jt =1b) AE =122, R =122. 10) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job • Truss Truss Type YP Qty Ply JEROME JOHNSON -= SPEC B01144 -10 A2 SPECIAL 11 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 7.210 s Nov 16 2009 MiTek Industries, Inc. Mon Apr 19 10:27:55 2010 Page 1 1 -8 -0 8-8-4 [ 15 -8 -8 22 -8 -12 29 -9 -0 31 -5 -0 1 -8 -0 7 -0 -4 7 -0 -4 7-0-4 7-0-4 1-8-0 scale = 1:50.1 D oa 1z ;w G e J a 250 12 t . , � a H 31 -5 -0 0 8-8-4 15-8 -8 22 -8 -12 29-9 -0 39-2 li 1 1-5-4 1 1 7-0.4 7 -0-4 ! 7-0-4 { 7 -0-4 d 5- 1 -2 -8 0-2 -12 Plate Offsets (X,Y): [ A: 0- 3- 0, 0- 1- 8],[ C: 0- 4- 0, 0- 3- 0],[ E: 0- 4- 0, 0- 3- 0],[G:0- 3- 0,0- 1- 8],[H:0 -4 -12, Edge], [1:0- 3- 4,0- 3- 0],[K:0- 3- 4,0 -3 -0] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.76 Vert(LL) -0.40 I -J >838 360 M1120 197/144 TCDL 7.0 Lumber Increase 1.15 BC 0.66 Vert(TL) -0.67 I -J >502 240 BCLL 0.0 * Rep Stress Incr YES WB 0.91 Horz(TL) 0.36 H n/a n/a BCDL 7.0 Code IRC2006/TP12002 (Matrix) Wind(LL) 0.20 J -K >999 240 Weight: 1161b LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or 2 -10 -2 oc pudins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 8 -4 -10 oc bracing. WEBS 2 X 4 SPF Stud /Std *Except* MiTek recommends that Stabilizers and required cross bracing be installed during W1,W4: 2 X 4 SPF No.2 truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) L= 1539/0 -5-8, H= 1539/0 -5 -8 Max Horz L= -83(LC 6) Max UpliftL=- 376(LC 5), H=- 376(LC 6) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD A -B =- 609/116, B -C =- 3760/778, C -D =- 3064/569, D -E =- 3064/585, E -F =- 3760/718, F -G =- 609/116 BOT CHORD A -L =- 139/644, K -L =- 133/334, J -K =- 727/3452, I -J =- 585/3452, H -I =- 61/334, G -H =- 139/644 WEBS D -J =- 248/1672, E -J =- 870/336, F -I =- 519/3052, F -H =- 1496/437, C -J =- 870/324, B -K =- 578/3052, B -L =- 1496/454 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 90mph; TCDL= 4.2psf; BCDL= 4.2psf; h =25ft; Cat. 11; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =lb) L =376, H =376. 6) Following joints to be plated by qualified designer: Joint(s) L, not plated. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/I 1. LOAD CASE(S) Standard V , Job Truss Truss Type Qty Ply JEROME JOHNSON -= SPEC B01144-10 B1GD COMMON 1 2 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 7.210 s Nov 16 2009 MiTek Industries, Inc. Mon Apr 19 10:27:57 2010 Page 1 5 -6 -0 11 -0 -0 16 -6 -0 22 -0 -0 5 -6 -0 5 -6 -0 5 -6 -0 5 -6 -0 Scale = ,:34.7 PI 5.0012 B Ti 10 `1 A , 1 [- -- - 1, -- 41 1 1 J H H L M O N O P HUS26 HU526 HUS26 HUS26 HUS26 HUS26 HU526 HU526 HUS26 HUS26 V� 5 -6 -0 11 -0 -0 16 -6 -0 22 -0 -0 5 -6 -0 5 -6 -0 5 -6 -0 5 -6 -0 Plate Offsets (X,Y): LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft LJd PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.35 Vert(LL) -0.16 F -G >999 360 MI120 197/144 TCDL 7.0 Lumber Increase 1.15 BC 0.83 Vert(TL) -0.26 F -G >987 240 BCLL 0.0 * Rep Stress Incr NO WB 0.97 Horz(TL) 0.08 E n/a n/a BCDL 7.0 Code IRC2006/TP12002 (Matrix) Wind(LL) 0.09 G -1-I >999 240 Weight: 336 Ib LUMBER BRACING TOP CHORD 2 X 8 DF SS TOP CHORD Sheathed or 5 -0 -3 oc purlins. BOT CHORD 2 X 10 DF SS BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2 X 4 SPF Stud /Std *Except* W1: 2 X 4 SPF No.2 REACTIONS (Ib /size) A= 8326/0 -5 -8, E= 8182/0 -5 -8 Max Horz A =60(LC 5) Max UpliftA=- 1935(LC 5), E=- 1987(LC 6) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD A- B=- 15393/3555, B -C =- 11705/2730, C- D=- 11705/2731, D- E=- 15413/3562 BOT CHORD A -1 =- 3227/13890, I -J =- 3227/13890, 1-1-J =- 3227/13890, H -K =- 3227/13890, K -L =- 3227/13890, L -M =- 3227/13890, G -M =- 3227/13890, G -N =- 3174/13909, N -0 =- 3174/13909, 0-P =- 3174/13909, F -P =- 3174/13909, F -Q =- 3174/13909, Q -R =- 3174/13909, E -R =- 3174/13909 WEBS C -G =- 1806/7895, D -G =- 3444/869, D -F =- 702/3222, B -G =- 3423/861, B -H =- 700/3209 NOTES 1) 2 -ply truss to be connected together with 10d (0.131 "x3 ") nails as follows: Top chords connected as follows: 2 X 8 - 2 rows at 0 -9 -0 oc. Bottom chords connected as follows: 2 X 10 - 2 rows at 0 -5-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0 -9 -0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live Toads have been considered for this design. 4) Wind: ASCE 7 -05; 90mph; TCDL= 4.2psf; BCDL= 4.2psf; h =25ft; Cat. 11; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.33 5) This truss has been designed for a 10.0 psf bottom chord live Toad nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =lb) A =1935, E =1987. 8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Use Simpson Strong -Tie HUS26 (14 -10d Girder, 4 -10d Truss, Single Ply Girder) or equivalent spaced at 2 -0 -0 oc max. starting at 2 -0 -12 from the left end to 20 -0 -12 to connect truss(es) Al (1 ply 2 X 4 SPF) to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 125 Ib down and 30 Ib up at 0 -2 -12, and 104 Ib up at 21 -9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.15, Plate Increase =1.15 Uniform Loads (plf) Vert: A- C = -84, C- E = -84, A -E = -14 Concentrated Loads (Ib) Vert: A=-125 E= 104(B)I=- 1438(B)J=- 1438(B) K=- 1438(B) L=- 1438(B) M=- 1438(B) N=- 1438(B) 0=- 1438(B) P=-1438(B) Q=- 1438(B) R=- 1438(B) 4 • I Job Truss Truss Type Qty Ply JEROME JOHNSON -= SPEC B01144 -10 B1GE GABLE 1 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Job Reference (optional) 7.210 s Nov 16 2009 MiTek Industries, Inc. Mon Apr 19 10:27:59 2010 Page 1 12 -2 -8 12 -2 -8 I 24 -5 -0 12 -2 -8 Scale = 138.E G F N 5 12 E I D ` i STfi C ST8 ST5 K ST< ST( B SP 313 L i Sr A ST S f ST1 ' ■ 0 I g1 1 11 1 II It 1 O M X W V U T S R P 0 N 24 -5 -0 Plate Offsets (X,Y): [R:0- 3- 0,0 -0 -4] 24 - - LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /deft Lid PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.06 Vert(LL) n/a n/a 999 MI120 197/144 TCDL 7.0 Lumber Increase 1.15 BC 0.04 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr NO WB 0.09 Horz(TL) 0.00 M n/a n/a BCDL 7.0 Code IRC2006/TPI2002 (Matrix) Weight 91 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or 6 -0 -0 oc purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. OTHERS 2 X 4 SPF Stud /Std MiTek recommends that Stabilizers and required cross bracing be installed during REACTIONS All bearings 24 -5 -0. truss erection, in accordance with Stabilizer Installation guide. (Ib) - Max Horz A =65(LC 5) Max Uplift All uplift 100 Ib or Tess at joint(s) A, M, U, V, W, X, Y, S, Q, P, 0, N Max Gray All reactions 250 Ib or Tess at joint(s) A, M, T,11, V, W, X, Y, S, Q, P, 0, N FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7 -05; 90mph; TCDL= 4.2psf; BCDL= 4.2psf; h =25ft; Cat. 11; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) All plates are 1.5x4 MI120 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2 -0 -0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live Toad nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, M, U, V, W, X, Y, S, Q, P, 0, N. 10) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Generated by EScheck- eb Software Compliance Certificate Project Title: Lot 2 and 3 of LiIIe Landsby Subdivision Energy Code: 20061RC Location: Rexburg, Idaho Construction Type: Single Family Glazing Area Percentage: 13% Heating Degree Days: 8693 Climate Zone: 6 Construction Site: Owner /Agent: Designer /Contractor: North 5th West Jerry Johnson Neal Smith Rexburg, Idaho 83440 1000 West 33rd North BNS Design & Construction, Inc Idaho Falls, Idaho 83401 111 Douglas Drive 208 2015042 Rexburg, Idaho 83440 208 - 360 -5107 neal@bnsdc.com Compliance: Maximum UA: 238 Your UA: 216 Gross Cavity Cont. Glazing UA Assembly Area or R -Value R -Value or Door Perimeter U- Factor Basement: Solid Concrete or Masonry 340 15.0 0.0 19 Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 8.0' Basement: Solid Concrete or Masonry 240 15.0 0.0 13 Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 8.0' Basement: Solid Concrete or Masonry 400 15.0 0.0 22 Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 8.0' Basement: Solid Concrete or Masonry 240 15.0 0.0 12 Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 8.0' Window: Vinyl Frame, 2 Pane w/ Low -E 16 0.290 5 Window: Vinyl Frame, 2 Pane w/ Low -E 16 0.290 5 Wall: Wood Frame, 16in. o.c. 340 19.0 0.0 16 Window: Vinyl Frame, 2 Pane w/ Low -E 18 0.290 5 Window: Vinyl Frame, 2 Pane w/ Low -E 18 0.290 5 Window: Vinyl Frame, 2 Pane w/ Low -E 4 0.290 1 Window: Vinyl Frame, 2 Pane w/ Low -E 16 0.290 5 Window: Vinyl Frame, 2 Pane w/ Low -E 4 0.290 1 Door: Solid 21 0.160 3 Wall: Wood Frame, 16in. o.c. 240 19.0 0.0 13 Door: Solid 21 0.160 3 Wall: Wood Frame, 16in. o.c. 400 19.0 0.0 20 Window: Vinyl Frame, 2 Pane w/ Low -E 9 0.290 3 Window: Vinyl Frame, 2 Pane w/ Low -E 42 0.290 12 Window: Vinyl Frame, 2 Pane w/ Low -E 18 0.290 5 Wall: Wood Frame, 16in. o.c. 240 19.0 0.0 14 Ceiling: Flat or Scissor Truss 1365 0.0 38.0 34 Project Title: Lot 2 and 3 of LiIIe Landsby Subdivision Report date: 04/19/10 Data filename: Page 1 of 5 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2006 IRC requirements in REScheck -Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name - Title Signature Date Project Title: Lot 2 and 3 of Lille Landsby Subdivision Report date: 04/19/10 Data filename: Page 2 of 5 Generated by REScheck- Web Software Inspection Checklist Ceilings: ❑ Ceiling: Flat or Scissor Truss, R -38.0 continuous insulation Comments: Above - Grade Walls: ❑ Wall: Wood Frame, 16in. o.c., R -19.0 cavity insulation Comments: ❑ Wall: Wood Frame, 16in. o.c., R -19.0 cavity insulation Comments: ❑ Wall: Wood Frame, 16in. o.c., R -19.0 cavity insulation Comments: ❑ WaII: Wood Frame, 16in. o.c., R -19.0 cavity insulation Comments: Basement Walls: ❑ Basement: Solid Concrete or Masonry, 8.0' ht / 7.0' bg / 8.0' insul, R -15.0 cavity insulation Comments: ❑ Basement: Solid Concrete or Masonry, 8.0' ht / 7.0' bg / 8.0' insul, R -15.0 cavity insulation Comments: ❑ Basement: Solid Concrete or Masonry, 8.0' ht / 7.0' bg / 8.0' insul, R -15.0 cavity insulation Comments: ❑ Basement: Solid Concrete or Masonry, 8.0' ht / 7.0' bg / 8.0' insul, R -15.0 cavity insulation Comments: Windows: ❑ Window: Vinyl Frame, 2 Pane w/ Low -E, U- factor: 0.290 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window: Vinyl Frame, 2 Pane w/ Low -E, U- factor: 0.290 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window: Vinyl Frame, 2 Pane w/ Low -E, U- factor: 0.290 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window: Vinyl Frame, 2 Pane w/ Low -E, U- factor: 0.290 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window: Vinyl Frame, 2 Pane w/ Low -E, U- factor: 0.290 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Project Title: Lot 2 and 3 of Liile Landsby Subdivision Report date: 04/19/10 Data filename: Page 3 of 5 Comments: ❑ Window: Vinyl Frame, 2 Pane w/ Low -E, U- factor: 0.290 For windows without labeled U- factors, describe features: + #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window: Vinyl Frame, 2 Pane w/ Low -E, U- factor: 0.290 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window: Vinyl Frame, 2 Pane w/ Low -E, U- factor: 0.290 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window: Vinyl Frame, 2 Pane w/ Low -E, U- factor: 0.290 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window: Vinyl Frame, 2 Pane w/ Low -E, U- factor: 0.290 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: Note: Up to 15 sq.ft. of glazed fenestration per dwelling is exempt from U- factor and SHGC requirements. Doors: ❑ Door: Solid, U- factor: 0.160 Comments: ❑ Door: Solid, U- factor: 0.160 Comments: Air Leakage: ❑ Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1) Type IC rated with enclosures sealed /gasketed against leaks to the ceiling, or 2) Type IC rated and ASTM E283 labeled, or 3) installed inside an air -tight assembly with a 0.5" clearance from combustible materials and a 3" clearance from insulation. Vapor Retarder: ❑ Vapor retarder is installed on the warm -in- winter side of all non- vented framed ceilings, walls, and floors; or it has been determined that moisture or its freezing will not damage the materials; or other approved means to avoid condensation are provided. Comments: Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R- value. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R- values and glazing U- factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Ducts in unconditioned spaces or outside the building are insulated to at least R -8. ❑ Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R -6. Duct Construction: ❑ Air handlers, filter boxes, and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. ❑ All joints, seams, and connections are made substantially airtight with tapes, gasketing, mastics (adhesives) or other approved closure systems. Tapes and mastics are rated UL 181A or UL 181 B. Project Title: Lot 2 and 3 of Lille Landsby Subdivision Report date: 04 /19/10 Data filename: Page 4 of 5 ca Building framing cavities are not used as supply ducts. Li Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: Thermostats exist for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and /or cooling input to each zone or floor is provided. Circulating Service Hot Water Systems: u Circulating service hot water pipes are insulated to R -2. Circulating service hot water systems include an automatic or accessible manual switch to tum off the circulating pump when the system is not in use. Certificate: u A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R- values; window U- factors; type and efficiency of space- conditioning and water heating equipment. NOTES TO FIELD: (Building Department Use Only) Project Title: Lot 2 and 3 of Lille Landsby Subdivision Report date: 04/19/10 Data filename: Page 5 of 5 2006 !RC Energy Efficiency Certificate Ceiling / Roof 38.00 Wall 19.00 Floor / Foundation 15.00 Ductwork (unconditioned spaces): Window 0.29 Door 0.16 NA k,'"1 0 4, 41.elittr,4 4 4 '44 - 1) 4 °`'4" . 4:440 4 ' 003, 4 ,t44 *4 “,4 4 ' 6 1 Heating System: Cooling System: Water Heater: Name: Date: Comments: tu 20 CA) 0 c m Ol OD O - C4 I n o ------- -------- 0 v V )0() m 3 13 s w m OD m T, I. (31 H h ), � x c-4 --- ----- ----- -- 0 40 (31 C7 0 vu IN 0', m C�: , I - ----- (A c-4 - Q) Ul 0" -D o 3: al th :T 0 '0 OD 0 --h C - ----------- L 0 I 0 0--l. -- --------- ------- c go go :2 30 3 w T f o + o' O c, C7 :3 n O 4. r) 0 P, 0 -3 U) c)2 C2 14 0 (4 + W 7a !E:8 � , 1 4 14 1 4 1 4 1 4 1 4 0 3 N C2 CLD oD C2 OD CLD C2 C OD F-I o l 13 11 -4 M - CL — C'O 200 = 80000 In Ou M 6' 6" m OD (An 0 U) a m 7r -j -+ > I ---------- 30 -0 -V c m r F4 0 0 9 U, + :3 — ---- ---- cn C * r e- cn )k m 0 m 0- 00 t - . 9 , 1) a- m �Q - V 0 to z 2 -;t: M 40 0 g 0 ' r+j 4 0 a c :3 o z p ( 0 0 . , 8 03 M Z a —j o VOL a r- -3 m :3 0 :2 CO) < M 0 0 0 C'� Q 'R 0 - -,� 0 -, '0 M - s r- L4 40 f-4 'o r -M 0 -0 0 c M 0 I i 7L -M C ,( . -mcL ; W ry 0 r o a 0 0 0. 0 !Z: 0 'a 'R a Pi •- :3 m m 2 'w E o n A 0 0 m Z; 0 0 ;� (A r 2 3 Z :3 j 0 2D R C7 ir 0 (A r * 0 m 0 � to - a < ;.;L — 0 m ;a fA 4A Oul z 0 m 0 m to U) m -41 a. 0 r- (A Q V + pp 0 a a OD 0 t:r cm a 0 to 0 3 0 t p 0 CL 0 m 0 t:r m O -0 r- 0 -+ 0 0 U - m n < m + M (D x z a f-A z 0 co m a- Ma CL (D �: a,:; .�. �. :�: �``� _Y