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HomeMy WebLinkAboutALL DOCS & CO - 10-00319 - Dr. Hopkin Medical Office�� Rexa� u� o i T Y O Certificate of Occupancy REX13 America3 Family Community City of Rexburg Department of Community Development 35 N. 1st E. / Rexburg, ID. 83440 / Fax (208) 359 -3022 Building Permit No: 1000319 Applicable Edition of Code: International Building Code 2009 Site Address: 255 N 3rd E Use and Occupancy: Dr. Hopkin Medical Office Type of Construction: Type V, non -rated Design Occupant Load: 48 Sprinkler System Required: No Name and Address of Owner: Hopkin Jeffrey G Rexburg, ID 83440 Contractor: Miskin'S Professional Cleaning, Llc Special Conditions: Occupancy: Business - office, professional or service transactions This Certificate, issued pursuant to the requirements of Section 109 of the International Building Code, certifies that, at the time 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 I, ! C.O Issued by: Building There shall be no further change in existing occupancy cTassification 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. Plumbing Inspe to Fire Inspector. 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That I am the record owner of the property described on the attached, and I grant my permission to: Q ?00 11-J ,�-- 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 herin or as to the ownership of the property which is the subject of the application. Sl- Dated this day of ,20 0 Subscribed and sworn to before me the day and year first above written. :.► O 10 LAlu C� Nota4 Public of Idaho iding at: GtL�/ U �� My commission expires: ?' ;6 3 / Zvi S F gEXBUR G Please Complete the Entire Application! If the question does not apply fill in NA for non applicable " merzcns umr y ommunity COMMERCIAL & MULTI FAMILY BUILDING PERMIT APPLICATION 35 N 1St E, REXBURG, ID 83440 208 - 372 -2326 PARCEL NUMBER: (We will provide this for you) SUBDIVISION: UNIT# BLOCK# LOT# Is based on the information - must be CONTACT PHONE # PROPERTY PHONE #: Home ( ) Work ( ) 364 -MV61 Cell nlaai� =� OWNER MAILING ADDRESS: do BtL't -k CITY: 29ALLEC, STATE: 16 ZIP: �14 EMAIL �i�J ��yk ,,1 ` FAX (pS C)9 f # ti l c APPLICANT (If other than owner) yR W +— AsscaG i a 'fe S (Applicant if other than owner, a statement authorizing applicant to act as agent for owner must accompany this application.) APPLICANT INFORMATION: ADDRESS &V\C1 '"p„ CITY: ' I L STATE; jkq �AO ZIP 8 O EMAIL FAX ZQ& �— PHONE #: Home ( Work (246) - 23 0Q Cell ( I CONTRACTOR: "n'1►5krt�l �Yb� @S�lon 1 ( MAILING ADDRESS: 'V. 0. ao.< q CITY STATE ZIP 43W PHONE: Cell# ,351 ) Work# Fax# EMAIL �( A -519 Cl 11�`"`� IDAHHO REGISTRATION # & EXP. DATE C E — 1 q q G I How many buildings are located on this pro perty? Did you recently purchase this property? 0 Yes (If yes, list previous owner's name) Is this a lot split? YES (Please bring copy of new legal description of property) PROPOSED USE: take(II 011 LIMO (i.e., Single Family Residence, Multi Family, Apartments, Remodel, ition, Etc.) — CIRCLE ONE APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: Under penalt of perjury, I hereb certif 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. NOTE: The building official may revoke a permit on approval issued under the provisions of the 2003 International Code in cases of any false statement or misrepresentation of fact in the application or on the plans which the permit or approval was based. Permit void if not started within 180 days. Permit void if work stops for 180 days. / t1 / Zd 10 Signature of Owner / DATE Do you prefer to be contacted by fax, email or phone? Circle One WARNING — BUILDING PERMIT MUST BE POSTED ON CONSTRUCTION SITE! Plan fees are non - refundable and are paid in full at the time of application beginning ]aauajX j ELI£ 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 City of Rexburg 35 N lst E Phone: 208.372.2326 Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3022 o� aexeup� �a 'o U � C I T Y OF 1 Wl B t/ y �V Americas Family Community 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. Signature Printed Name Date 4 Building Safety Department �eU�Q,d CITY OF City of Rexburg U REXBUIZG 35 N Ist E Phone: 208.372.2326 �' °`'MEN ,.�' America's Family Community ID 83440 www.rexburg.org Fax: 208.359.3022 Remodeling YourBuilding /Home ( need Estimate) $ SURFACE SQUARE FOOTAGE: (Shall include the exterior wall measurements of the building) First Floor Area 4 &Z J Unfinished Basement area Second floor /loft area Finished basement area Third floor /loft area Garage area Shed or Barn Carport /Deck (30" above grade)Area Water Meter Quantity: Water Meter Size: Required. /�/ PL UMBING Plumbing Contractor's Name: ctkc e. i n 11 , -- Business Name: U Y1� pdC: _ 1 Address I Lt r t City State Zip3 Contact Phone: (20�5) (05< 1 - I a C; Business Phone: (z6S) Email Fax 20'k 2-R -1 -3 5 7 FIXTURE COUNT (including toughed Artures) Clothes Washing Machine Dishwasher 3 Floor Drain Garbage Disposal Hot Tub /Spa Sprinklers Tub /Showers 3 Toilet /Urinal Water Heater Water Softener 20 Sinks (Lavatories, kitchens, bar, mop) Plumbin mate 2 - 1 40620 . 00 (Commercial Only) 12equire& Signature of Licensed Contractor License number __ lO - Z - - ZoI n Date 5 Building Safety Department City of Rexburg 35N I5t E ID 83440 www Of g£XB o C II nn 1� V RE) RG _____I 04W ____1�_ ___ .._.._ America's Family Community Remodeling Your Building /Home (need Estimate) SURFACE SQUARE FOOTAGE.- (Shall include the exterior wall measurements of the building) First Floor Area 4UE +t ' Unfinished Basement area Second floor /loft area Finished basement area Third floor /loft area Garage area Shed or Barn Carport /Deck (30" above grade)Area Water Meter Quantity: Water Meter Size: RequiredlY PLUMBING Plumbing Contractor's Name: Business Name: Addres Contact Phone: ( Phone: 208.372.2326 Fax: 208.3 59.3022 City State zip Business Phone: ( ) Email F FIXTURE COUNT da cludln rouve d fi xtures Clothes Washing Machine Sprinklers Dishwasher Tub /Showers Floor Drain Toilet /Urinal Garbage Disposal Water Heater Hot Tub /Spa Water Softener Sinks (Lavatories, kitchens, bar, mop) Plumbing Estimate $ (Commercial Only) Requiredl Signature of Licensed Contractor License number Date 5 Building Safety Department ; °4R ExeU R � f'^ City of Rexburg v » ° 35N 1 st E Phone: 208.372.2326 Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3022 CITY OF �REXBURG __ "W _ _.__ ___ America's Family Community OWNER'S NAME PROPERTY ADDRESS SUBDIVISION PHASE LOT BLOCK Permit# Requiredffl MECHANICAL Mechanical Contractor's Name: Business Name: Address City State Zip Contact Phone: ( ) Business Phone: ( ) Email F Mechanical Estimate $ (Commercial /Multi Family Only) FIXTURES & APPLIANCES COUNT (Single Faintly Dwelling Only) Furnace Exhaust or Vent Ducts Furnace /Air Conditioner Combo Heat Pump Air Conditioner Evaporative Cooler Unit Heater 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 Bath Fan Vents other similar vents & ducts: Heat (Circle all that apply) Gas Oil Coal Fireplace Electric Hydronic Required! Signature of Licensed Contractor Dryer Vents Range Hood Vents Cook Stove Vents License number Date i Building Safety Department ;° V1kcBU F 7 City of Rexburg U,`� REX v t 35N 1 1t E Phone: 208.372.2326 04, --- ---- -- c — - - - -- Rexburg, ID 83440 www.rexburg.org Fox: 208.359.3022 America's Famrfy Communit OWNER'S NAME L `C t' I (J l-t I CGS/ ' (� PROPERTYADDRESS L / Permit# SUBDIVISION PHASE LOT BLOCK RequiredlY Mechanical Contractor's N M Mechanical Estimate $ l4 '`�~ (Commercial /Multi Family Only) c FIXTURES & APPLIANCES COUNT (Single F2m11y Dwelling Only) Furnace Exhaust or Vent Ducts Furnace /Air Conditioner Combo Dryer Vents Heat Pump Air Conditioner Evaporative Cooler Unit Heater Space Heater Decorative gas -fired appliance Incinerator System Boiler Pool Heater a Fuel Gas Pipe Outlets including stubbed in or future outlets -,S Inlet Pressure (Meter Supply) PSI Range Hood Vents Cook Stove Vents Bath Fan Vents other similar vents & ducts: Heat (Circle all that apply) Gas Oil Coal Fireplace Electric Hydronic Required! Signature of Licensed Contractor License number / 0 --j C f n Date LL6 e Contact Phone: (_ G Business Phone: Email ��ax E `G '^ �\ -• Q C` U.S. DEPARTMENT OF HOMELAND SECURII ELEVATION CERTIFICAI Federal Emergency Management Agency National Flood Insurance Program Important: Read the instructions on pages 1 -9. Al. Ruilrlinn rhunor'c Name SECTION A - PROPERTY INFORMATION D2.. S�,y ICI ►.1 A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. city Property Description (Lot and Block Numbers, Tax Parcel State Legal Description, etc.) OMB No. 1660 -0008 Expires March 31, 2012 ZIP A A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude /Longitude: Lat. 9 3* qq .q 066 ' AJ Long. III* s1(, - - Horizontal Datum: ❑NAD 1927 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number f teJW3 G"'L GabX2.0-- A8. For a building with a crawlspace or enclosures () A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) sq ft a) Square footage of attached garage sq ft b) No. of permanent flood openings in the crawlspace or b) No. of permanent flood openings in the attached garage enclosure(s) within 1.0 foot above adjacent grade within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b q d) Engineered flood openings? sq in c) Total net area of flood openings in A9.b s m ❑ Yes ❑ No d) Engineered flood openings? ❑ Yes ❑ No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number 132. County Name B3. State - - - v rZ AI,715o 1 A4}C B4. Map /Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone c�n 2C> D Date Effective/R` vised Date Zo e s AO, use base flood depth) B10. Indicate the source of the Base Flood FiPVarinn iRGC1 ,a,«, . 9,_,._ 4— - - -- - - .u.a „ D-6 ucptn entered in item a9. 1 NArVO DATUw� ❑ FIS Profile FIRM Communi Determined tY ❑Other (Describe) B11. Indicate elevation atum used for BFE in Item B9: ❑ NGVD 1929 NAVD 1988 [1 Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes No Designation Date [] CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: Wconstruction Drawings* ❑ Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO. Complete Items C2.a -h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized OCXBdaE, G,7 Vertical Datum Conversion /Comments 1 UST ni4 u. [9A V0 QM32M _Amp 5.T F r Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) ❑ t ❑ meters (Puerto Rico only) b) Top of the next higher floor 4 ❑ meters (Puerto Rico only) e1_7 fee c) Bottom of the lowest horizontal structural member (V Zones only) _❑ feet ❑meters (Puerto Rico only) d) Attached garage (top of slab) _❑ feet meters (Puerto Rico only) ❑ e) Lowest elevation of machinery or equipment servicing the building _❑ feet ❑ meters (Puerto Rico only) (Describe type of equipment and location in Comments) 0 Lowest adjacent (finished) grade next to building (LAG) meters (Puerto Rico only) g) Highest adjacent (finished) grade next to building (HAG) _❑ feet E] meters (Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural su ort _❑ feet [] meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. l certify that the information on this Certfcate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. I ° I ' AIaC,ir <a Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a � s 3 licensed land surveyor? ❑Yes No Certifi s Number Name License Numb �tz E a T c F 2 A-JD Title AR 2SG .� City FEMA FoKn 81- 31,M6r 09 IiOe1A - rC S u R CA State= See reverse side for continuation. Code ff 3�1y p Replaces all previous editions Building Safety Department a �AEXBUAC City of Rexburg �� 35 N ld E Phone: 208 ' 372.2326 Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3022 C1 T Y OF REXBURRG Americas Family Community Office Hours: Monday -Friday 8:00am- 4:00pm Commercial /Multi Family Pre - Construction Checklist Seismic Design Category — D Roof Snow Load — 35 lbs. per sq. ft. (unless soil evaluation confirms category C) Wind Load — 90 MPH Ground Snow — 50 lbs. per sq. ft. Frost Depth — 36" The following item hould be completed be oreyou submityour building permit application. INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED. Completion ofa Building PetmitApplication: You may print this application from our website www.rexburg.org, or pick up a copy at the City Annex Building (address above). C0mmet9Cia1 Permits: (the following must be submitted with the Application) ❑ 4 sets of site plans and 3 sets of building plans stamped by a licensed professional ❑ Site plans and building Mans in PDF format must be submitted after plans have been approved ❑ Structural Calculations stamped by a licensed Engineer ❑ Energy Compliance Report: As per the 2006 IECC, a Compliance check must be completed and submitted (the comcheck is available online at www.energycodes.gov ❑ Page 2 of the Application must include the Idaho Contractor's Registration Number or the exemption form must be completed and j ed , see Page 10. ❑ Page 5 of the Application must be completed and signed by your Plumber ❑ Page 6 of the Application must be completed by signed by your Mechanical Contractor ❑ Page 7 of the Application must be completed and signed by y Electrician ❑ Electrical panel layout and calculations must be included with the building plans. Plans will be reviewed by the electrical inspector prior to issuance of the building permit. ❑ Emergency Services Construction Permit - for fire related equipment only; to be filled out by the contractor performing the work ❑ Exterior Lighting Plan including photometric layout. The lighting standards are included in this packet. ❑ Property Line form needs to be signed by the builder, see Page 4. Electrical Permits are now issued through the City of Rexburg. See Page 6 of the application. Remodels: If you are considering a remodel, a go py of the bid or estimate for the remodel must be submitted with the Permit Application. • 3 set of plans (may need IECC Review) • Additions — Same as new construction Building Safety Department city of Rexburg Phone: 208.372.232 35 N Pt E Fox: 208.359.30 ooh. ern m 83440 www.rexburg.org �y¢,XII VfF�, e � i/ G C I T Y OF ULWG Americas Fwnt v C©mri:U OWNER'S NAME fi t- r < < r ` � permit# 1000319 PROPERTY ADDRESS ° S� ° Dr. Hopl in Medical Office - 255 N. 3rd E SUBDIVISION Permanent Power PHASE LOT_— BLOCK_______ — V ulred111 ELECTRICAL Business Name electrical Contractor's Name �c� �� cf City z State 1 d- Zip gddress -� "1 � ' �' i 3 _ aka, Business Phone ( ) ell Phone (�D�) t n _1A-Ir,?�, C—Z>1 Fax �G-t) Electrical Estimate (cost of wiring & labor $ 1 a 2 C' " - (COMMERCIAL ONLY) (Includes the cost of materials installed regardless of the party sup&ng it). TYPES OF INSTALLATION (New Residential includes everything contained within the residential structure and attachedgarage at the same tune RESIDENTIAL ONLY ❑ *1,501 to 2,500 sq ft - $120 ❑ *Up to 1,500 sq ft - $72 ❑ *3,501 to 4,500 sq ft - $216 ❑ *2,501 to 3,500 sq ft - $168 s ft total ❑ * *Over 4,500 sq ft - $216 plus $.04 /sq ft: q ## of circuits ❑ Existing Residential (# of Branch Circuits) - $40 plus $1100 per i r /bldg + $60 /unit 1 Multi-Family Only: # of units P building ❑ Services: Alterations /Repairs that require utility disconnection. (Estimate applicable for commercial). ❑ 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 Cl Modular, Manufactured or Mobile Home - $50 plus $10 per circuit ❑ Other Installations: Wiring not specifically covered l th e t of mterials installed regardless of the party supplyi Cost of Wiring & Labor. ,� des the horse power Cl Pumps (Domestic Water, Irrigation, Sewage): p ❑ Requested Inspections (of existing wiring) - $40 /hr (1 hr minim plus $40 /hr thereafter ❑ Temporary Amusement /Industry - $40 plus $10 per ride, concession or generator *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. / � �„ � F-�, �f�i � /T� C� 7 - lcJ �!' �'�' a Da te c; ah,re of tensed Contractor License number SUBCONTRACTOR LIST Excavation & Earthwork: Masonry Roofing: Floor Special Construction (Manufacturer or Supplier) Roof Trusses Floor /Ceiling J Siding /Exterior Tri Building Safety Department eF4eu4 y � CITY OF City of Rexburg n � mG 1 EXB V 1\ 35 N N E Phone: 208.372.2326 America's Family Community Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3022 APPLICATION: "CONSTRUCTION PERMIT" CONSTRUCTION PERMIT #: PERMIT APPROVED: YES/ NO $50.00 FEE PAID: YES /NO APPROVED BY: - Al'ri -IUA1V 1 11N r V MV1A 11 J1V : Business Name: J �-w 4 Asocici Office Address: 1152- PncYj AhP_ d City J State Zip Office Phone Number: no q Contractor Performing t o rl • k` at c , t i L L e r Contact Person: "`_ 2 �� Cell Phone # ( ) nes - LOCATION OF WORK TO BE DONE: Street Address Where Work Will Be Done: 5 N . 0 G Business Name Where Work Will Be Done: Dates For Work To Be Done: To Contact Person: l_ e 4" 4— S i igo4i Phone Number: ( ) Cell # ( ) PLEASE CHECK THE TYPE OF PERMITS) YOU ARE APPLYING FOR: ❑ AUTOMATIC FIRE- EXTINGUISHING SYSTEMS ❑ COMPRESSED GASES ❑ FIRE ALARM AND DETECTION SYSTEMS AND RELATED EQUIPMENT ❑ FIRE PUMPS AND RELATED EQUIPMENT ❑ FLAMMABLE AND COMMBUSTIBLE LIQUIDS ❑ HAZARDOUS MATERIALS ❑ INDUSTRIAL OVENS ❑ LP -GAS ❑ PRIVATE FIRE HYDRANTS ❑ SPRAYING OR DIPPING ❑ STANDPIPE SYSTEMS ❑ TEMPORARY MEMBRANE STRUCTURES, TENTS, AND CANOPIES Applicant's Signature Date ■i ■ ■ ■■ 1111\!■ �\!\\\\\! \ \! \! \ \ \ \ \ \! \ \!! \ ■ ■ \!! \ ■ ■ \ \!! \\ iii \\ iii\ ■1111 ■ \ \\! \!\ ■i■ ■111111 \! \ ■il 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 Print Name Date 10 Building Safety Department City of Rexburg 35 N 1 ,t E Phone: 208.372.2326 Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3022 Address c[ T Y OF REXBURG Americas Family Cornnnadly Affidavit of Legal Interest State of Idaho County of Madison Name l'�GlC�jitir(/ , City Being first duly sworn upon oath, depose and say: 4 0xB U 'QC, �A, I� i frofessiora State (If Applicant is also Owner of Record, skip to B) A. That I am the ree,c d ow e of the o er d escribed on the attached, and I grant my permission to: rol n v gyp, ISox 937 �e a+rg t �L� ay' YVIiKP Pn Oenr -h okh 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 herin or as to the ownership of the property which is the subject of the application. / Dated this ! l/ day of — Signature Subscribed and sworn to before me the day and year first above written. BREC WRIGHT Notar3 Public of Idaho Notary Public '� / State of Idaho Residing at: RJ My commission expires: PLAN REVIEW RESPONSE DR. HOPKIN MEDICALOFFICE AUGUST 30, 2010 Items that need to be addressed prior to issuance of a building permit: SITE PLAN muss V4, ►�,�.�` �� C� 1. Elevations are needed to verify flood plain `-fQ�� YJL11�0�1 Acknowledged: See Note 5 on Drawing SD1.1 �ekl. "Owner to provide City of Rexburg with certified flood plain elevat on. Finished floor to be min. 2' -0" above the certified base flood plain elevation." Lr-�-2. 25% of the parking spaces are allowed to be 18' by 9'. However, 75% of the parking spaces must be 20' by 9'. Acknowledged: See Drawing SD1.1 C)�-3. Snow storage will need to be labeled. Acknowledged: See Drawing SD1.1 at4. Trash enclosure will need to be labeled, and identify how it will be brought out to the road in the winter time. Acknowledged: See Drawing SD1.1 U'5. Please identify the canal easement / Right of Way Acknowledged: See Drawing SD1.1 e l s ( l 2009 IECC COMcheck Software Version 3.8.0 Envelope Compliance Certificate Section 1: Project Information Project Type: New Construction Project Title : Dr. Jeffery Hopkins Medical Office Construction Site: Owner /Agent: 3rd East Jeff Hopkins Rexburg, ID 83440 Upper Valley Family Practice 4825 Rexburg, ID 83440 Section 2: General Information Building Location (for weather data): Rexburg, Idaho Climate Zone: 6b Vertical Glazing / Wall Area Pct.: 10% Activity Type(q) Floor Area Healthcare- Clinic 4825 Section 3: Requirements Checklist Designer /Contractor: JRW & Associates Rexburg, ID 83440 Envelope PASSES: Design 2% better than code. Climate-Specific Requirements: Component Name /Description Gross Area or Perimeter Cavity Cont. R -Value R -Value Proposed U- Factor Budget U- Factor(a) Roof 1: Attic Roof with Wood Joists 4825 0.0 38.0 0.025 0.027 Exterior Wall 1: Wood - Framed, 16" o.c. 1166 21.0 0.0 0.062 0.051 Window 1: Vinyl Frame:Double Pane with Low -E, Clear, SHGC 0.70 264 – -- 0.400 0.350 Door 1: Other Door, Swinging 42 -- -- 0.450 0.700 Exterior Wall 2: Wood- Framed, 16" o.c. 1529 21.0 0.0 0.062 0.051 Window 2: Vinyl Frame:Double Pane with Low -E, Clear, SHGC 0.70 22 -- -- 0.400 0.350 Door 2: Insulated Metal, Swinging 21 -- -- 0.500 0.700 Exterior Wall 3: Wood- Framed, 16" o.c. 585 21.0 0.0 0.062 0.051 Window 3: Vinyl Frame:Double Pane with Low -E, Clear, SHGC 0.70 56 -- — 0.400 0.350 Door 3: Insulated Metal, Swinging 28 -- -- 0.500 0.700 Exterior Wall 4: Wood- Framed, 16" o.c. 585 21.0 0.0 0.062 0.051 Window 4: Vinyl Frame:Double Pane with Low -E, Clear, SHGC 0.70 56 -- -- 0.400 0.350 Door 4: Insulated Metal, Swinging 28 -- - -- 0.500 0.700 Floor 1: Slab -On- Grade: Unheated, Vertical 3 ft. 377 - -- 10.0 -- -- (a) Budget U- factors are used for software baseline calculations ONLY, and are not code requirements (b)'Other' components require supporting documentation for proposed U- factors. Air Leakage, Component Certification, and Vapor Retarder Requirements: ❑ 1. All joints and penetrations are caulked, gasketed or covered with a moisture vapor - permeable wrapping material installed in accordance with the manufacturer's installation instructions. ❑ 2. Windows, doors, and skylights certified as meeting leakage requirements. Lj 3. Component R- values & U- factors labeled as certified. ❑ 4. No roof insulation is installed on a suspended ceiling with removable ceiling panels. Project Title: Dr. Jeffery Hopkins Medical Office Data filename: S:\Drawings\ COMCHECK.cck Report date: 08/17/10 Page 1 of 2 Lj 5. 'Other' components have supporting documentation for proposed U- Factors. ❑ 6. Insulation installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R -value without compressing the insulation. ❑ 7. Stair, elevator shaft vents, and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized dampers. Lj 8. Cargo doors and loading dock doors are weather sealed. Lj 9. Recessed lighting fixtures installed in the building envelope are Type IC rated as meeting ASTM E283, are sealed with gasket or caulk. Lj 10. Building entrance doors have a vestibule equipped with closing devices. Exceptions: Lj Building entrances with revolving doors. ❑ Doors that open directly from a space less than 3000 sq. ft. in area. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2009 IECC requirements in COMcheck Version 3.8.0 and to comply with the mandatory requirements in the Requirements Checklist. 2yst,t N?�rtt,.•� �.1 T T !� Xoto Name - Title a ure Date rode i e: Dr. Je Hopkins Medical Office Report date: 08/17/10 Data filename: S:\Drawings\ 367 - Dr—Hopkin\367-06-30-2010\COMCHECK\367 COMCHECK.cck Page 2 of 2 Plan Checklist for the 2003 International Building Code Name of Project :� USE AND OCCUPANCY 1. use areas see Table 302.1.1 2. Identify if mixed occupancy exists. Yes _ or No _ If no then skip #3 below. Accessory Space (10% or under) Non- separated Mixed Occupancy as per Section 302.3.1 3. Separated Mixed Occupancy as per Table 302.3.2 _ Identify on plans Fire Barrier Walls and /or Horizontal Assemblies including the rating Classification as per Sections 302.1 & 303 thru 312 Incidental 4. If Assembly Occupancy exists, is it 750 sq. ft. or less as per Section 303.1 or less than 50 occupants as per Section 303. 1.1 HEIGHT AND AREA 1. Area, First Floor, Se c Floor Thi oor. q 2. Area meets requirement s per'Table 503. (Basements need not be included as per Section 503.1.1) Yes✓ No _ 3. Height meets requirements as per Ta 503. Yes ✓_ No 4. Buildings on same Lot? Yes _ No elf no then skip #5 below. 5. Regulated as Separate _ or Regulated as one BuiyAng as per Section 503.1.3 6. Height modified as per Section 504. Yes _ No yes, sprinklers are required. 7. Area modified as per Section 506. Yes _ No_ f yes use the area provided below to calculate increase. TYPES OF CONSTRUCTION AND FIRE RESISTANCE. D 1. Identif Y Type the T e of Construction as per Section 602 2. Table 601 - Identify Building Element Ratings 3. Table 602 - Identify the Fire Resistance Ratings of xterior Walls 4. Check Openings in Exterior Walls for compliance with Table 704.8.(If sprinklered, see Section 704.8.1) 5. Check that Parapets are not required as per Section 704.11 r/ 6. Are Firewalls used or required? Yes _ No V If no, s}p #10 below. ✓ 7. Are Shaft Enclosures used or required? Yes _ No If no th n skip # 14 below. 8. Shaft Enclosures meet the requirements of Section 707. Ak 9. Check Fire Partitions for Structural Stability and Continuity as per Section 708.4. N Dwelling units that are sprinklered are allowed 2 hr. separations versus 1 hr. heck that Penetrations meet the requirements of Section 712. AADucts and Air Transfer Openings meet the requirements of Section 712 and 716. i` 10. Fire Rated Ceiling Panels meet requirements as per Section 711.3 .1. Egress does not pass through intervening spaces unless the space is accessory to the area served and the intervening space is not hazardous. _ f multiple tenant spaces exist, egress from anyone does not pass through another. _ 5. Length of common egress travel does not surpass requirements as per Section 1013.3. _ Spaces with one means of egress meet the following maximum occupancy loads: a. Occupancy A,B,E,F,M & U - 50 occ. b. Occupancy H -1, H -2, & H -3 - 3 occ. c. Occupancy H -4, H -5, 1 -1, 1 -3, 1 -4, & R -I0 occ. d. Occupancy S - 30 occ. /Where two or more exits are required, they are a minimum of x the diagonal distance of the space served apart or where the space is served by an automatic sprinkler system, the distance is 1/3. _ xit Access travel distance meets requirements of Table 1015.1. _ 3�J , Corridors are rated as per Table 1016.1. _ Corridor widths meet requirements of Section 1016.2. _ C orridor dead ends are less tan 20' or 50' for sprinklered occupancies B and F. _ orridor not used as plenum unless in a tenant space of less than 1000 sq. ft. _ The minimum number of exits for occupant load meets the following: — 1 -500 requires 2 exits 501 -1000 requires 3 exits ore than 1000 occupants requires 4 exits B uildings with one exit meet the requirements of Section and Table 1018.2. _ nterior stairwells required as a means of egress meet the requirements of Section 1019. _ JA Space under stairs is identified as I -hour rated. _ / Exterior balconies, stairways and ramps are over 10' from lot lines and other buildings on the lot._ Vestibule is ovided as per Section 802.3.6 of the International Energy Conservation Code. ACCESSIBLITY An accessible route connects all accessible buildings, accessible facilities, accessible elements, accessible spaces and the public right -of- way(except as excepted by Section 1104). _ In addition to the required accessible entrances, 50% of all public entrances are accessible. Accessible parking is provided as per Table 1106.1 ✓ / Van spaces are provided. (one out of six and any portion) V Accessible parking 7iovided on shortest route from accessible parking to the accessible building entrance. Where 4 or more apartment units, one level town homes or condos are located in one structure, all units are designed as Type B units as per ICCI ANSI 117.1 unless on a upper level without elevator service. ere more than 20 apartment unit, one level town homes or condos are located in a project, 2% but not less than one are designed as Type A units as per /CC/ ANSI 117.1. _ Wheelchair spaces (and companion seat as per Section 1108.2.5) are provided in Assembly Occupancies as per Table 1108.2.2.1. _ 10. Special inspections are identified for fills greater than 12" deep where a load is applied. _ 11. Special inspections are identified for sprayed on fire resistance applications. 12. Truss Details provided or noted to be provided prior to frame inspection. SOILS AND FOUNDATIONS 1. Allowable soil foundation bearing ressure as per Table 1804.2 p ( p ) . -- 2. Footings (except for 1 storyeategory 1 buildings no bigger than 400 sq. ft.) are 36" below grade for frost protection. 3. Top of foundation is a minimum of 12" above the adjacent treet gutter (unless a drainage path is identified and approved by the building official). 4. Footings designed so that the allowable bearing capacity of the soil is not exceeded 5. Foundation meets the requirements of Section 1805.5 (including tables 18o5.5 _✓ 6. Except for Group R and U occupancies of light framed construction ofseismic design D and less than 3 stories in height, concrete is a minimum of 3000 p.s.i.._/_ 7. Damproofing shown under slabs as per Sectio 1807.2.1.,./ 8. Damproofing shown for foundation walls. _c 9. Minimum of 4" of gravel is shown under all slabs. WOOD ,) Truss drawings identify requirements as per Section 2303.4.1. / 2. Wood framing members above foundations are 8" (min.) above _ soil../ 3 GLAZING/ _ Glazing in pool, sauna, hot tub, steam room, bathtub or shower enclosures (unless over 60" above standing surface) is safety glazing as per Section 2406. _ Glazing within 24" of door (unless over 60" above standing surface) is safety glazing as per Section 2406. Glazing greater than 9 sq. ft., bottom below 18 ", top above 36." and 36" from walking surface is safety glazing as per Section 2406. _ Glazing in guards and rails is safety glazing as per Section 2406. _ Glazing next to stairways, landings and ramps (unless over 60" above standing surface) is safety glazing as per Section 2406. _ ,9. Public toilet facilities are provided as per Section 2902.6. Job Truss Truss Type Qty =1.'b ENROTH - DR. JEF HOPKINS 808089 -10 At SCISSOR 8 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ce (options 7.220 s Feb 16 2010 MiTek Industries, Inc. Thu Aug 12 07:52:32 2010 Page 1 2 -0 -0 6 -8 -0 13 -4 -0 20 -0 -0 26 -8 -0 33 -4 -0 40 -0 -0 42 -0 -0 2 -0 -0 6 -8 -0 6 -8 -0 6 -8 -0 6 -8 -0 6 -8 -0 6 - - 2 - - stele = 1'.20. 6x8 M1120, E 8.00 F1 2 Sx1T �i M N 5 2 D W2 W2 F 5x0 W120 K c 8.12 MUD= 5,0 M1120, G 4 4.00 12 5x12 5x12 1 B H A 6.16 I$ 6.161 10 -0 -0 20 -0 -0 30 -0 -0 40 -0 -0 10 -0 -0 10 -0 -0 10 -0 -0 10 -0 -0 rBCDL te Offsets X Y : B:0 -3 -8 Edge C:0 -4-0 D:0 -6-0 0-3-0 , E:0-5-4 0-2 -8 , F:0 -6 -0 0-3 -0 , [G:0-4-0 H:0- 3 -8,Ed e , J:0- 6- 0,0 -3 -0 K:0 -6 -0 0 -3 -11 1:0- 6- 0,0 -3-0 ADING (psf) SPACING 2 -0-0 CSI L 35.0 DEFL in (loo) I /deft L/d PLATES GRIP of Snow =35.0) Plates Increase 1.15 TC 0.99 Vert(LL) -0.65 K >733 360 MT20 197/144 L 7,0 Lumber Increase 1.15 BC 0.85 Vert(TL) -1.14 J -K >415 240 M1120 197/144 L 0.0 Rep Stress Incr YES WB 0.78 Horz(TL) 1.01 H n/a rda 7.0 Code IBC2006rrP12002 ( Matrx) Wind(LL) 0.32 K -L >999 240 Weight: 162 lb BER BRACING TOP CHORD 2 X 4 SPF 240OF 2.0E *Except* TOP CHORD Sheathed, T1: 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 7 -0 -14 oc bracing. BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS 1 Row at midpt F -K, D -K WEBS 2 X 4 SPF Stud /Std `Except* W1: 2 X 4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during WEDGE truss erection in accordance with Stabilizer Installation uide. Left: 2 X 6 DF No.2, Right: 2 X 6 OF No.2 REACTIONS (lb /size) B= 2132/0 -5 -8, H= 2132/0 -5-8 Max Horz B=- 428(LC 5) Max UpliftB=- 518(LC 7), H=- 518(LC 8) Max Grav B= 2138(LC 2), H= 2138(LC 3) FORCES (lb) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C =- 5423/1128, C -D =- 4918/986, D -M =- 3547/581, E -M =- 3527/613, E -N =- 3527/640, F -N =- 35471608, F -G =- 4918/816, G -H =- 5423/899 BOT CHORD B -L =- 1013/4556, K- L=- 647/3954, J- K=- 450/3954, H -J =- 671/4556 WEBS E -K =- 495/3186, F -K =- 1137/463, F -J =- 154/550, G -J =- 379/305, D -K =- 1137/458, D -L =- 145/550, C -L =- 379/295 NOTES 1) 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 2) TCLL: ASCE 7 -05; Pf =35.0 psf (flat roof snow); Category 11; Exp C; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non - concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) « 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. 8) Bearing at joint(s) B, H considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 518 lb uplift at joint B and 518 lb uplift at joint H. 10) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type 7Qtyp POFFENROTH - DR. JEF HOPKINS 808089 -10 At GE GABLE 1 BMC WEST (IDAHO FALLS) IDAHO FALLS, ID 83402 b Reference o tional 7.220 s Feb 16 2010 MiTek Industries, Inc. Thu Aug 12 07:52:35 2010 Page 1 2 -0 -0 6 -8 0 13 -4 -0 20 -0 -0 26 -8 -0 33 -4 -0 40 -0 -0 42 -0 -0 2 -0 -0 6 -8 -0 6 -8 -0 6 -8 -0 6 -8 -0 6 -8 -0 6 -8 -0 2 -0 -0 5x6 M1120,1 Sc&e =1'.]0. E 6 00 12 5x12 i O BE BF 5.12 1 1 3 3 54 M1120� 3x4 M112011 W2 W2 5x6 M1120 G 3 MII2011 x0 M112011 G x4 M1120 lit 0 0 2 2 4 4 d B A 6x12 M112 N BG BM M BI BJ 1$ P O 5x6 M1120= L 1 6.12 M1120= 5x6 M1120= 6x12 M1120� 3x4 MII20= K J 4x8 M1120 11 10 -0 -0 20 -0 -0 30 -0 -0 40 -0 -0 10 -0 -0 10 -0 -0 10 -0 -0 10 -0 -0 Plate Offsets X Y : [B:0 - 3 -7 , E d e , C:0 -3 -0 0 -3 -4 , D:0- 6- 0,0 -3 -0 [E:0-5-4.0-2-4], [F:0-6-0,0-3-01, G:0- 3- 0,0 -3-4 H:0- 3 -7,Ed e L:0- 2- 0,0 -2 -0 , L:0 4- 0,0 -3 -0 N:0 -2 -0 0 -0 -4 , N:0 4- 0,0 -3 -0 LOADING (psf) SPACING 2 -0 -0 CSI TCLL 35.0 DEFL in (loc) I/defl Ud PLATES GRIP (Roof Snow =35.0) Plates Increase 1.15 TC 0.95 Vert(LL) -0.47 M -N >812 360 MT20 197/144 TCDL 7.0 Lumber Increase 1.15 BC 0.89 Vert(TL) -0.71 M -N >539 240 M1120 197/144 BCLL 0.0 ' Rep Stress Ina NO WB 0.72 Horz(TL) 0.14 H n1a Na BCDL 7.0 Code IBC2006/TP12002 (Matrix) Wind(LL) 0.12 M -N >999 240 Weight: 324 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E "Except` TOP CHORD Sheathed. BOT CHORD 2 2 X 4 SPF No.2, T2: 2 X 4 SPF 2400E 2.0E Stud / BOT CHORD Rigid ceiling directly applied or B -10 -10 oc bracing. WEBS 2 X 4 SPF S 2 X X 4 OF Stud/Std *Except' WEBS 1 Row at midpt E -M, F -M, D -M W1: 2 X 4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during OTHERS 2 X 4 SPF Stud /Std truss erection in accordance with Stabilizer Installation uide. WEDGE Left: 2 X 8 OF No.2, Right: 2 X 8 DF No.2 REACTIONS All bearings 4 -5-8. (lb) - Max Horz 13= 426(LC 5) Max Uplift All uplift 100 lb or less at joints) except B=- 528(LC 7), P=- 172(LC 11), J=- 172(LC 11), H=- 530(LC 8) Max Grav All reactions 250 lb or less at joint(s) O, P, K, J except 6= 2196(LC 1), H= 2196(LC 1) FORCES (lb) - Max. Comp. /Max. Ten' - All forces 250 (lb) or less except when shown. TOP CHORD B -C =- 3403/625, C -D =- 3068/638, D-BE =- 2226/522, E -BE =- 2206/553, E -BF =- 2206/553, F -BF =- 2227/521, F- G=- 30681640, G- H=- 3403/627 BOT CHORD B -P =- 550/2689, O -P =- 550/2689, N -O =- 550/2689, N -BG =- 330/2244, BG -BH =- 330/2244, M -BH =- 330/2244, M -6I =- 231/2244, BI- BJ=- 231/2244, L -BJ =- 231/2244, K -L =- 367/2689, J -K =- 367/2689, H -J= 367/2689 WEBS E -M =- 398/1705, F -M =- 1028/385, F -L =- 150/612, G -L =- 435/279, D -M =- 1028/384, D -N =- 148/612, C -N =- 435/278 NOTES 1) 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 2) 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' 3) TCLL: ASCE 7 -05; Pf =35.0 psf (flat roof snow); Category 11; Exp C; Fully Exp.; Ct= 1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non - concurrent with other live loads. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 1.5x4 M1120 unless otherwise indicated. B) Gable studs spaced at 2 -0 -0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) ' 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, with BCDL = 7.Opsf. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 528 lb uplift at joint B, 172 lb uplift at joint P, 172 Ito uplift at joint J and 530 lb uplift at joint H. 12) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. _OAD CASE(S) Standard Job Truss Truss Type 7Q ty Ply MIKE POFFENROTH - DR. JEF HOPKINS 808089 -10 A2 COMMON 1 Job Reference o tional BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 7.220 s Feb 16 2010 MiTek Industries, Inc. Thu Aug 12 07:52:38 2010 Page 1 2 -0 -0 6 -8 -0 13 -4 -0 20 -0 -0 26 -8 -0 33 4 -0 40 -0 -0 42 -0 -0 2 -0 -o s -s -o s -a -o s -a -o s -a -o s -a -o s -s -o 2 -0 -0 Scale =1.70. 5a8 MII20 �� E 8.00 12 S B M1120 i 54 MII201� 0 M N F W M11201 W2 W2 ­M11201 c G 4 �( 9 H 7.10 = A 5� M1120= 0 0 R x O R J 5.12 = 6x12 M11W= 5.12 = 5A M1120= 1 7,10 = I 10 -0 -0 20 -0 -0 30 -0 -0 40 -0 -0 10 -0 -0 10 -0 -0 10 -0 -0 10 -0 -0 Plate Offsets X,Y : 13:0 -0 -13 Ed a l, [13:0-6-14 C:0- 40,0 -3 -0 D:0 -4 -0 0 -3-4 [E:0-540-241 F:0 -4 -0 0 -3 3 [G:0-4-0 , H:0 -6 -14 0 -1 -12 H:0 -0 -13 Ed a 1,1:0-6-0 L:O- 6- 0,0 -3 -0 LOADING (psf) TCLL 35.0 SPACING 2 -0-0 CSI DEFL in (loc) I /deft L/d PLATES GRIP (Roof Snow =3 7.0 Plates Increase 1.15 TC 0.98 Vert(LL) -0.52 J -K -911 360 MT20 197/144 BCDL 7.0 Lumberincrease 1.15 BC 0.97 Vert(TL) -0.74 J -K >638 240 M1120 197/144 BCDL 0.0 Rep Stress Incr YES WB 0.72 Horz(TL) 0.16 H rJa n/a ' Code IBC2006/TPI2002 BCDL 7.0 (Matrix) Wind(LL) 0.11 K -L >999 240 Weight: 1871b LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Sheathed or 2 -1 -0 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 *Except* WEBS 1 Row at midpt E -K, F -K, D -K W1: 2 X 4 SPF No.2 WEDGE MiTek recommends that Stabilizers and required cross bracing be installed during Left: 2 X 10 DF No.2, Right: 2 X 10 DF No.2 truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb /size) B= 2352/0 -5-8, H= 2352/0 -5 -8 Max Horz B=- 426(LC 5) Max UpliftB=- 519(LC 7), H=- 519(LC 8) Max GravB= 2358(LC 2), H= 2358(LC 3) FORCES (lb) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C =- 3393/589, C -D= -3068 /605, D -M =- 2215(509, E -M =- 2195/540, E -N =- 2195/540, F -N =- 2215/509, F -G =- 3068/605, G -H =- 3393/589 BOT CHORD B -L =- 513/2659, L -O =- 312/2236, O -P =- 312/2236, K -P =- 312/2236, K -Q =- 215/2236, Q -R =- 215/2236, J -R =- 215/2236, H -J =- 339/2659 WEBS E -K =- 384/1691, F -K =- 1028/373, F -J =- 125/623, G -J =- 392/260, D -K =- 1028/372, D -L =- 124/623, C -L =- 392/260 NOTES 1) 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 2) TCLL: ASCE 7 -05; Pf =35.0 psf (flat roof snow); Category 11; Exp C; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non - concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) " 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, with BCDL = 7.0psf. 8) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 519 It, uplift at joint B and 519 lb uplift at joint H. 9) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply MIKE POFFENROTH - DR. JEF HOPKINS B08089 -10 A2GE GABLE 1 1 Job Reference (optional BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 7.220 s Feb 16 2010 MiTek Industries, Inc. Thu Aug 12 07:52:40 2010 Page 1 -2 -0 -0 20 -0 -0 40 -0 -0 42 -0 -0 2 -0 -0 20 -0 -0 20 -0 -0 2-0 -0 s b MII20= M N K O 00 8. 12 P AT AS I 0 H R 34 M1120� Ero G S 3A MII­� F T T E U D y C W 6 x A 50 M1120 \1 Y Aft AO W AO AN AM AL AK AJ Al AH AG AF AE AD AD As AA Z 5AM112011 5� M1120= 54 M1120= 40 -0 -0 40 -0 -0 Plate Offsets X Y : B:0 -2 -5 Ed e , X:0 -2 -5 Ed e , AG:0 -3 -0 0 3 -0 AK:0- 3- 0,0 -3 -0 LOADING (psf) TCLL 35.0 SPACING 2 -0 -0 CSI DEFL in (loc) I /deft Ud PLATES GRIP (Roof Snow =35.0) Plates Increase 1.15 TC 0.91 Vert LL -0.13 Y n/r 120 M1120 197/144 TCDL 7.0 Lumber Increase 1.15 BC 0.34 Vert -0.15 Y n/r 120 BCLL 0.0 ' Rep Stress Incr NO WB 0.25 Horz(TL) 0.02 X rile n/a BCDL 7.0 Code IBC20061TPI2002 (Matrix) Weight: 257 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 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'Except' WEBS 1 Row at midpt M -Al, L -AJ, K -AK, J -AL, N -AH, 0 -AG, P -AF WEDGE ST10: 2 X 4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. Left: 2 X 6 DF No.2, Right: 2 X 6 OF No.2 REACTIONS All bearings 40 -0 -0. (lb) - Max Horz B= 426(LC 5) Max Upl ft All uplift 100 lb or less at joint(s) AJ, AK, AL, AM, AN, A0, AP, AH, AG, AF, AE, AD, AC, AB, X except B=- 164(LC 5), AQ=- 117(LC 7), AR=- 203(LC 11), AA=- 117(LC 8), Z=- 203(LC 11) Max Grav All reactions 250 lb or less at joint(s) AM, AN, AO, AP, AQ, AR, AE, AD, AC, AB, AA, Z except B= 555(LC 11), AI= 316(LC 8), AJ= 335(LC 2), AK= 338(LC 2), AL= 282(LC 2), AH= 335(LC 3), AG= 338(LC 3), AF= 282(LC 3), X= 555(LC 11) FORCES (lb) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C =- 380/263, C -D =- 338/248, D -E =- 292/244, J -K =- 111/279, K -L =- 116/331, L -M =- 119/358, M -N =- 119/350, N -O =- 116/301 BOT CHORD B -AR =- 65/310, AQ -AR =- 65/310, AP -AQ =- 65/310, AO -AP =- 65/310, AN -AO =- 65/310, AM -AN =- 65/310, AL -AM =- 65/310, AK- AL=- 65/310, AJ -AK =- 65/310, AI -AJ =- 65/310, AH -AI =- 65/310, AG -AH =- 65/310, AF -AG =- 65/310, AE- AF=- 65/310, AD -AE =- 65/310, AC -AD =- 65/310, AS -AC =- 65/310, AA -AB =- 65/310, Z- AA=- 65/310, X -Z =- 65/310 WEBS M -AI =- 299/0, L -AJ =- 307176, K -AK =- 310/113, J -AL =- 254/102, N -AH =- 307170, O -AG =- 310/115, P -AF =- 254/102 NOTES 1) 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 2) 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' 3) TCLL: ASCE 7 -05; Pf =35.0 psf (flat roof snow); Category 11; Exp C; Fully Exp.; Ct= 1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non - concurrent with other live loads. 6) All plates are 1.5x4 M1120 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2 -0 -0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) ' 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) AJ, AK, AL, AM, AN, AO, AP, AH, AG, AF, AE, AD, AC, AB, X except (jt =1b) B =164, AQ =117, AR =203, AA =117, Z =203. 12) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard B08089 -10 COMMON Aug 5A MIIW= LOADING (psf) TCLL 35.0 SPA CING (Roof Snow =35.0) PlateslncTC CSI 0.99 DE Vert(LL) n (to' I /deft Ud PLATES GRIP J TCDL 7p LumberinBC = 115 0.75 Vert(TL) -0.40 -K >999 360 -0.61 K -L >694 240 MT20 197/144 BCLL 00 " Rep StresWB BCDL 7p Code IBC(Matrix) 0.84 Horz(TL) 0.17 H n/a rya M1120 197/144 Wind(LL) 0.13 K -L >999 240 Weight: 1451b LUMBER TOP CHORD 2 X 4 SPF No.2 BRACING BOT CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or 2 -2 -0 oc purlins. WEBS 2 X 4 SPF Stud /Std BOT CHORD Rigid ceiling directly applied or 9 -3 -0 oc bracing. WEBS 1 Row at midpt F -K, D -K MiTek recommends that Stabilizers and required cross bracing be installed during REACTIONS (lb /size) B= 2057/0 -5-8, H= 2057/0 -5 -8 truss erection in accordance with Stabilizer Installation guide . Max Horz B=- 150(LC 8) Max UpliftB= 488(LC 7), H=- 488(LC 8) Max GravB= 2068(LC 2), H= 2068(LC 3) FORCES (lb) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C =- 3518/655, C -M =- 3180/598, D -M =- 2968/610, D -E =- 2247/495, E -F =- 2247/495, F -N =- 2968/611, G -N =- 3180/599, G -H= 3518/655 BOT CHORD B -L =- 594/3013, L -O =- 408/2526, O -P =- 408/2526, K -P =- 408/2526, K -Q =- 311/2526, Q -R =- 311/2526, J -R =- 311/2526, H -J =- 445/3013 WEBS E -K =- 264/1402, F -K =- 1042/306, F -J =- 74/533, G -J =- 391/214, D -K =- 1042/306, D -L =- 74/533, C -L =- 391/214 NOTES 1) 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 2) TCLL: ASCE 7 -05; Pf =35.0 psf (flat roof snow); Category 11; Exp C; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non - concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) " 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, with BCDL = 7.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt =1b) B =488, H=488. 9) This truss is designed in accordance with the 2006 International Building Code section 23061 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply MIKE NR OTH - DR. JEF HOPKINS B08089 -10 C1 COMMON 20 1 POFF1 Job Rerence o tional BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 7.220 s Feb 16 2010 MiTek Industries, Inc. Thu Aug 12 07:52:432010 Page 1 -2-0 -0 7 -6 -0 15 -0 -0 22 -6 -0 30 -0 -0 32 -0 -0 2 -0 -0 7 -6 -0 7 -6 -0 7 -6 -0 7 -6 -0 2 -0 -0 Srsle =1'.54.1 9x10 = D 6.00 12 2 5x,2 i K 5x12 C E i T B F B1 B2 B1 4x12 M1120= 5x12 = 5.12 = 4.12 M1120= 10 -0 -0 20 -0 -0 30 -0 -0 10 -0 -0 10 -0 -0 10 -0 -0 Plate Offsets (X,7). B:0 -0 -10 Ed e , [C:0-6-0 [E:0-6-0,0-3-01, F:0 -0 -10 Ede H:0 -6-0 0 -3 -0 , 1:0-6-0 TCLL (Ps35.0 SPACING 2 -0 -0 CSI DEFL in (loc) I /deft Ud PLATES GRIP Srww =3 Plates Increase 1.15 TC 1.00 Vert LL -0.56 H -1 >628 360 MT20 197/144 TCDL 700 Lumber Increase 1.15 BC 0.85 Vert(TL) -0.75 H -1 >473 240 M1120 1 97/1 44 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.11 F rJa n/a BCDL 7.0 Code IBC2006/TPI2002 (Matrix) Wind(LL) 0.09 F -H >999 240 Weight: 108 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E *Except* TOP CHORD Sheathed. T1: 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. BOT CHORD 2 X 4 SPF 1650E 1.5E MiTek recommends that Stabilizers and r uired cross bracing be installed durin WEBS 2 X 4 SPF Stud /Std 9 9 truss erection in accordance with Stabilizer Installation guide. REACTIONS (lb /size) B= 1736/0 -5 -8, F= 1736/0 -5-8 Max Horz B=-1 31 (LC 8) Max UpliflB=- 426(LC 7), F=- 426(LC 8) Max GravB= 1746(LC 2),F= 1746(LC 3) FORCES (lb) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C =- 2830/510, C -J =- 24631476, D -J =- 2286/502, D -K =- 2286/502, E -K =- 2463/477, E -F =- 2830/510 BOT CHORD B -I =- 434/2403, 1 -L =- 174/1580, L -M =- 174/1580, H -M =- 174/1580, F -H =- 309/2403 WEBS D -H= 179/986, E- H= 680/286, D -I =- 179/986, C -I =- 680/286 NOTES 1) 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 2) TCLL: ASCE 7 -05; Pf =35.0 psf (flat roof snow); Category 11; Exp C; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non - concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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, with BCDL = 7.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Ot =1b) B =426, F =426. 9) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSVTPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply MIKE POFFENROTH - DR. JEF HOPKINS B08089 -10 C1GE GABLE 2 1 Job Reference o tional BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 7.220s Feb 162010 MiTek Industries, Inc. Thu Aug 12 07:52:45 2010 Page 1 2 -0 -0 15 -0 -0 30 -0 -0 32 -0 -0 2 -0 -0 15-0-0 15 -0 -0 spa =ten., 4.6 = J I x 6.00 12 H L Q 2 M N F 3xn M1120 i 3. M1120,� Q B T P D Q C ST, T1 T T R B 7J B1 82 S A 4x12 M1120= AG AF AE AO AC AB AA z V X W V U T 4x12 M1120_ 3. MI120= 30 -0 -0 30 -0 -0 Plate Offsets MY): B:0 -0 -10 Edge], R:0 -0 -10 Ed e LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /deft Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.89 Vert(LL) -0.14 S n/r 120 MT20 197/144 (Roof Snow =35.0) Lumber Increase 1.15 BC 0.31 Vert(TL) -0.16 S n/r 120 M1120 1971144 TCDL 7.0 Rep Stress Incr NO WB 0.25 Horz(TL) 0.01 R rda rda BCLL 0.0 BCDL 7.0 Code IBC20061TP12002 (Matrix) Weight: 138 lb LUMBER BRACING TOP CHORD 2 X 4 SPF Stud /Std *Except* TOP CHORD Sheathed or 6 -0 -0 oc puriins. T1: 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. BOT CHORD 2 X 4 SPF 1650F 1.5E MiTek recommends that Stabilizers and required cross bracing be installed during OTHERS 2 X 4 SPF Stud /Std truss erection in accordance with Stabilizer Installation guide. REACTIONS All bearings 30 -0 -0. (lb) - Max Horz B= 131(LC 7) Max Uplift All uplift 100 lb or less at joints) AB, AC, AD, AE, AF, Y, X, W, V, U except B=- 128(LC 7), AG=- 122(LC 11), T=- 122(LC 11), R=- 150(LC 8) Max Grav All reactions 250 lb or less at joint(s) AA, AD, AE, AF, AG, W, V, U, T except B= 497(LC 11), AB= 304(LC 2), AC= 299(LC 2), Y= 304(LC 3), X= 299(LC 3), R= 497(LC 11) FORCES (lb) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. WEBS I -AB =- 276/80, H -AC =- 271/90, K- Y=- 276(78, L- X=- 271/91 NOTES 1) 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 2) 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' 3) TCLL: ASCE 7 -05; Pf =35.0 psf (flat roof snow); Category 11; Exp C; Fully Exp.; Ct= 1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non - concurrent with other live loads. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 1.5x4 MI120 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Gable studs spaced at 2 -0 -0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * 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. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) AB, AC, AD, AE, AF, Y, X, W, V, U except Qt =1b) B =126, AG =122, T =122, R =150. 13) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply MIKE POFFENROTH - DR. JEF HOPKINS 808089 -10 D1 COMMON 1 1 Job Reference o tional BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 7.220 s Feb 16 2010 MI ek Industries, Inc. Thu Aug 12 07:52:46 2010 Page 1 -2 -0 -0 8 -0 -0 i 16 -0 -0 24 -0 -0 32 -0 -0 34-0 -0 2 -0 -0 1 8 -0 -0 8 -0 -0 8 -0 -0 8 -0 -0 2 -0 -0 scale = 1 57. BaB MII20�� D 8.00 F1 2 L K 5x12 i 5.12 J E C W2 W2 F D B1 et O F M J N l H 6,12 MII20� O A 8x12 M1120% 1.5. M112011 54 M1120= 1.5. M112011 8 -0 -0 16 -0 -0 24 -0 -0 32 -0 -0 8 -0 -0 8 -0 -0 8 -0 -0 8 -0 -0 Plate Offsets X Y : B:0 -3 -7 Edo C:0 -6-0 [D:0-5-4,0-2-81, E:0- 6- 0,0 -3-4 F:0 -3 -7 Ed a 1:0-4 -0 0 -3 -0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.72 Vert(LL) -0.14 F -H >999 360 MT20 197/144 (Roof Snow =35.0) Lumber Increase 1.15 BC 0.60 Vert(TL) -0.26 F -H >999 240 M1120 197/144 TCDL 7.0 Rep Stress Incr YES WB 0.65 Horz(TL) 0.11 F n/a rda BCLL 0.0 ' Code IBC2006/TPI2002 (Matrix) Wind(LL) 0.07 F -H >999 240 Weight: 136 lb BCDL 7.0 LUMBER BRACING TOP CHORD 2 X 4 SPF 240OF 2.0E TOP CHORD Sheathed or 4 -0 -10 oc purlins. BOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2 X 4 SPF Stud /Std WEBS 1 Row at midpt E -I, C -1 WEDGE MiTek recommends that Stabilizers and required cross bracing be installed during Left: 2 X 8 DF No.2, Right: 2 X 8 DF No.2 truss erection in accordance with Stabilizer Installation guide. REACTIONS (lb /size) B= 1928/0 -5 -8, F= 1928/0 -5 -8 Max Horz B=- 342(LC 5) Max UpliftB=- 438(LC 7), F=- 438(LC 8) Max Grav B= 1934(LC 2), F= 1934(LC 3) FORCES (lb) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C =- 2641/425, C -K =- 1750/381, D -K =- 1564/414, D -L =- 1564/414, E -L =- 1750/381, E -F =- 2641/425 BOT CHORD B -M =- 328/2041, J -M =- 328/2041, J -N =- 329/2037, I -N =- 329/2037, 1 -0 =- 21312037, H -0 =- 213/2037, H -P =- 212/2041, F -P =- 212/2041 WEBS D -I =- 209/1073, E -I =- 980/317, E -H= 0/309, C -I =- 980/317, C -J =0/309 NOTES 1) Wind: ASCE 7 -05; 90mph; TCDL= 4.2psf; BCDL= 4.2psf; h =25f1; 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 2) TCLL: ASCE 7 -05; Pf =35.0 psf (flat roof snow); Category 11; Exp C; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. has been designed for of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non - concurrent with other live loads. 4) This truss greater 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' 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, with BCDL = 7.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt =lb) B =438, F =438. 9) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply MIKE POFFENROTH - DR. JEF HOPKINS 808089 -10 D1GE GABLE 1 1 Job Reference (optional 7.220 s Feb 16 2010 MiTek Industries, Inc. Thu Aug 12 07:52:48 2010 Pagel BMC W EST (IDAHO FALLS), IDAHO FALLS, ID 83402 -2 -0 -0 8 -0 -0 16 -0 -0 24 -0 -0 32 -0 -0 34 -0 -0 2 -0 -0 8 -0 -0 8 -0 -0 8 -0 -0 8 -0 0 2 -0 -0 Srale = 1:57. 0x8 M1120, D I 8.00 12 AP AO 5x12 5.121 E c T T T T ST T i T I T T T T F B B1 �d 61 M 5x12 O 5.121 A R O PAQ O N AR S4 M1120= ASL K J AT I H 8 -0 -0 16 -0 -0 24 -0 -0 32 -0-0 a -o -o 8-0-0 8 -0 0 8 -0 -0 Plate Offsets MY): B:0 -1 -13 Ed a [C:0-6-0 [D:0-5-4,0-2-81, [E:0-6-0,0-3-41, F:0- 1 -13,Ed f , M:0- 4- 0,0 -3 -0 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.78 Vert(LL) -0.02 M -N >999 360 MT20 197/144 (Roof Snow =35.0) Lumberincrease 1.15 BC 0.42 Vert(TL) -0.04 M -N >999 240 M1120 197/144 TCDL 7.0 Rep Stress Incr NO WB 0.66 Horz(TL) 0.01 F rt/a n/a BCLL 0.0 Code IBC2006/TPI2002 (Matrix) Wind(LL) 0.01 M >999 240 Weight: 201 lb BCDL 7.0 LUMBER BRACING TOP CHORD 2 X 4 SPF 240OF 2.0E 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. WEBS 2 X 4 SPF Stud /Std WEBS 1 Row at midpt D -M OTHERS 2 X 4 SPF Stud /Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS All bearings 10 -5 -8. (lb) - Max Horz B= 342(LC 6) Max Uplift All uplift 100 lb or less at joint(s) Q, I except B=- 168(LC 7), K=- 273(LC 8), 0=- 323(LC 7), R=- 130(LC 11), H=- 130(LC 11), F=- 217(LC 8) Max Grav All reactions 250 Ito or less at joint(s) N, P, Q, R, L, J, 1, H except B= 545(LC 11), K= 1150(LC 3), 0= 1150(LC 2), F= 545(LC 11) FORCES (lb) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C= -431/204, C -AO =- 722/251, D -AO =- 4601284, D -AP =- 460/252, E -AP =- 722/219, E -F= 431/107 WEBS E- M=- 561315, E- K=- 1061/280, C- M= 0/315, C -O =- 1061/330 NOTES 1) 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 2) 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' 3) TCLL: ASCE 7 -05; Pf =35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct= 1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non - concurrent with other live loads. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 1.5x4 M1120 unless otherwise indicated. 8) Gable studs spaced at 2 -0 -0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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, with BCDL = 7.Opsf. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) Q, I except Qt =lb) B =168, K =273, 0 =323, R =130, H =130, F =217. 12) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/fPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply MIKE POFFENROTH - DR. JEF HOPKINS 608069 -10 Vol VALLEY 2 1 Job Reference o tional BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 7.220 s Feb 16 2010 MiTek Industries, Inc. Thu Aug 12 07:52:50 2010 Page 1 15 -1 -7 30 -2 -13 15 -1 -7 15 -1 -7 Stale = 147. 4x6 M1120= F 6.D0 Fiff B G U T 2 H D T 3x4 M11201 3x4 MII20I B C IT. T T K A 81 B2 3x4 M11201 s R V 0 P D N W M L 3A M1120, 3x4 M1120= 30 -2 -13 30 -2 -13 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /deft Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.49 Vert(LL) n/a - n1a 999 MII20 197/144 (Roof Snow =35.0) Lumber Increase 1.15 BC 0.14 Vert(TL) We Na 999 TCDL 7.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.01 K n/a rJa BCLL 0.0 Code IBC2006/TPI2002 (Matrix) Weight: 100 lb BCDL 7.0 LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 *Except* TOP CHORD Sheathed or 6 -0 -0 oc purlins. T1: 2 X 4 SPF Stud /Std BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. BOT CHORD 2 X 4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during OTHERS 2 X 4 SPF Stud /Std truss erection in accordance with Stabilizer Installation guide. REACTIONS All bearings 30 -2 -13. (lb) - Max Horz A =95(LC 6) Max Uplir t All uplift 100 lb or less at joint(s) A except Q=- 143(LC 7), R=- 145(LC 7), 5=- 127(LC 7), N=- 142(LC 8), M=- 145(LC 8), L=- 126(LC 8) Max Grav All reactions 250 lb or less at joint(s) A, K except P= 513(LC 1), 0=731 (1-C 2), R= 440(LC 1), S= 345(LC 2), N=731 (1-C 3), M= 440(LC 1), L= 345(LC 3) FORCES (lb) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. WEBS F -P =- 300/0, E -Q =- 511/176, D -R =- 346/180, B -S =- 297/152, G -N =- 511/176, H -M =- 346/180, J -L =- 297/152 NOTES 1) 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 2) TCLL: ASCE 7 -05; Pf =35.0 psf (flat roof snow); Category 11; Exp C; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) All plates are 1.5x4 M1120 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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, with BCDL = 7.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) A except Qt =1b) Q =143, R =145, S =127, N =142, M =145, L =126. 9) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1, LOAD CASE(S) Standard Job Truss Truss Type Qty Ply MIKE POFFENROTH - DR. JEF HOPKINS B08089 -10 V02 VALLEY 2 1 Job Reference (optional BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 7.220 s Feb 16 2010 MiTek Industries, Inc. Thu Aug 12 07:52:512010 Page 1 12 -5 -7 24 -10 -13 12 -5 -7 12 -5 -7 44 M1120= I I D 6,00 i2 C E N G B F T G A 81 e2 36 01201 M L K J I H M M1120. 3N M1120= 24 -10 -13 24 -10 -13 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /deft Ud PLATES GRIP TCLL 35.0 (Roof Snow =35.0) Plates Increase 1.15 TC 0.27 Vert(LL) n/a n1a 999 M1120 197/144 TCLL 7 0 Lumber Increase 1.15 BC 0.27 Vert(TL) n/a n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.22 Horz(TL) 0.00 G rda n/a BCDL 7.0 Code IBC2006(TPI2002 (Matrix) Weight: 77 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6 -0 -0 oc purlins. BOT CHORD 2 X 4 SPF No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. B2: 2 X 4 SPF Stud /Std MiTek recommends that Stabilizers and required cross bracing be installed during OTHERS 2 X 4 SPF Stud/Sid truss erection in accordance with Stabilizer Installation guide. REACTIONS All bearings 24- 10 -13. (lb) - Max HorzA= -78(LC 5) Max Uplift All uplift 100 lb or less at joints) A, G except L=- 140(LC 7), M=- 155(LC 7), 1=- 140(LC 8), H=- 155(LC 8) Max Grav All reactions 250 lb or less at joint(s) A, G except K= 543(LC 1), L= 590(LC 2), M= 424(LC 1), 1= 589(LC 3), H= 425(LC 1) FORCES (lb) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. WEBS D -K =- 301/10, C -L =- 464/177, B -M =- 353/179, E -I =- 464/176, F -H =- 355/179 NOTES 1) Wind: ASCE 7 -05; 90mph; TCDL= 4.2psf; BCDL= 4.2psf; h =25ft; Cat. II; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.33 2) TCLL: ASCE 7 -05; Pf =35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) All plates are 1.5x4 M1120 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 7) * 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, with BCDL = 7.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) A, G except Gl =1b) L =140, M =155, 1 =140, H =155. 9) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply MIKE POFFENROTH - DR. JEF HOPKINS 808089 -10 V03 VALLEY 2 1 Job Reference (optional BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 7.220 s Feb 16 2010 MiTek Industries, Inc. Thu Aug 12 07:52:52 2010 Page 1 9 -9 -7 19 -6 -13 9 -9 -7 9 -9 -7 Scde = 1:30.9 04 c 6.00 12 1 50 MIINI II 1.50 MII2011 6 G su ST1 ST1 E A B/ B2 3x8 M1120 H G F 1.50 M112011 1.50 MII201I 30 M1120= 1.50 M112011 3x8 MII201 19 -6 -13 19 -6 -13 LOADING (psf) TCLL 35.0 SPACING 2 -0-0 CSI DEFL in (loc) I /defl Ud PLATES GRIP (Roof Snow =35.0) Plates Increase 1.15 TC 0.45 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 7.0 Lumber Increase 115 BC 0.49 Vert(TL) n/a We 999 M1120 197/144 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(TL) 0.00 E rda rda BCDL 7.0 Code IBC2006/TPI2002 (Matrix) Weight: 56 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6 -0 -0 oc puriins. BOT CHORD 2 X 4 SPF Stud /Std 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 truss erection in accordance with Stabilizer Installation guide. REACTIONS All bearings 19 -6 -13. (lb) - Max Horz A= -60(LC 5) Max Uplift All uplift 100 lb or less at joint(s) A, E except 1=- 197(LC 7), F=- 197(LC 8) Max Grav All reactions 250 lb or less at joint(s) A, E except H= 271(LC 1), 1= 617(LC 2), F= 617(LC 3) FORCES (lb) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. WEBS B -I =- 512/221, D- F=- 512/221 NOTES 1) 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 2) TCLL: ASCE 7 -05; Pf =35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) A, E except Qt =lb)1 =197, F =197. 9) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply MIKE POFFENROT�DR. HOPKINS 808089 -10 VO4 VALLEY 2 1 Job eren Refce BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 7.220 s Feb 16 2010 MiTek Industries, Inc. Thu Aug 12 0752:53 2010 Page 1 7 -1 -7 14 -2 -13 7 -1 -7 7 -1 -7 Scale = 1:22. 4 0 M1120= C 6.00 12 I � 15M M112011 i.SM MI12011 B ST2 0 ST1 6T1 A E 1 H G F 3M MII20 i 1 SM M1120 11 1.5M M112011 1.5M M1120 11 �M MII20� 14 -2 -13 14 -2 -13 LOADING (psf) TCLL 35.0 SPACING 2 -0-0 CSI DEFL in (loc) I /deft Ud PLATES GRIP Snow =35 TCDL.0 Plates Increase 1.15 Lumber Increase 1.15 TC 0.67 BC 0.08 Vert LL n/a rda 999 Vert(TL) M1120 197/144 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 n/a n/a 999 Horz(TL) 0.00 E n/a rda BCDL 7A Code IBC2006/TPI2002 (Matrix) Weight: 39 lb LUMBER BRACING TOP CHORD 2 X 4 SPF Stud /Std TOP CHORD Sheathed or 6 -0 -0 oc purlins. BOT CHORD 2 X 4 SPF No,2 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 truss erection in accordance with Stabilizer Installation guide. REACTIONS All bearings 14 -2 -13. (lb) - Max HorzA =43(LC 5) Max Uplift All uplift 100 lb or less at joint(s) A, E, G except H=- 131(LC 7), F=- 131(LC 8) Max Grav All reactions 250 lb or less at joint(s) A, E except G=371 (LC 1), H=401 (LC 2), F=401 (1-C 3) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. WEBS C- G=- 314/70, B- H=- 349/158, D -F =- 349/157 NOTES 1) Wind: ASCE 7 -05; 90mph; TCDL= 4.2psf; BCDL= 4.2psf; h =25ft; Cat. II; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.33 2) TCLL: ASCE 7 -05; Pf =35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) A, E, G except (jt =lb) H =131, F =131. 8) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSIITPI 1. LOAD CASE(S) Standard ,. Job Truss Truss Type Qty Ply MIKE POFFENROTH - DR. JEF HOPKINS B08089 -10 V05 VALLEY 2 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Job Reference (optional 7.220 s Feb 16 2010 MiTek Industries, Inc. Thu Aug 12 07:52:54 2010 Page 1 4 -5 -7 4 -5 -7 8 -10 -13 4 -5 -7 scale = t15. 4„s 8 6.00 12 r E ST1 A c 1 D 3. M1120 1.5x4 M112011 3A M112- 8-10-13 8 -10 -13 LOADING (psf) SPACING 2 -0.0 CSI TCLL 35.0 DEFL in (loc) I /deft L/d PLATES GRIP (Roof Snow =35.0) Plates Increase 1.15 TC 0.91 Vert(LL) n/a nta 999 MT20 197/144 TCDL 7.0 Lumber Increase 1.15 BC 0.33 Vert(TL) n/a We 999 M1120 197/144 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 H—(TL) 0.00 C rda n/a BCDL 7,0 Code IBC2006fFP12002 (Matrix) Weight: 22 lb LUMBER BRACING TOP CHORD 2 X 4 SPF Stud /Std TOP CHORD Sheathed or 2 -2 -0 oc puffins. OTHERS 2 X 4 SPF Stud /Std CHORD 2 X 4 SPF Stud/Std BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. OTH MiTek recommends that Stabilizers and required cross bracing be installed during REACTIONS (lb /size) A= 196/8- 10 -13, C= 196/8- 10 -13, D= 359/8 -10 -13 truss erection in accordance with Stabilizer Installation guide. Max Horz A= -25(LC 5) Max UpliftA= -58(LC 7), C= -62(LC 8), D= -45(LC 7) Max GravA= 197(LC 2), C= 197(LC 3), D= 359(LC 1) FORCES (lb) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. WEBS B- D=- 292/85 NOTES 1) Wind: ASCE 7 -05; 90mph; TCDL= 4.2psf; BCDL= 4.2psf; h =25ft; Cal. 11; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.33 2) TCLL: ASCE 7 -05; Pf =35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) A, C, D. 9) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard DEED GRANTING EASEMENT (DEVELOPER), a (state and nature of entity), of (address), (City), (County), State of , hereinafter referred to as "Grantors," in consideration of the sum of one dollar and other good and valuable consideration, receipt of which is hereby acknowledged, herewith grant, bargain, sell and convey to the CITY OF REXBURG, a municipal corporation, of 35 North 1St East, Rexburg, County of Madison, State of Idaho, hereinafter referred to as "Grantee," the following easement for the purpose of allowing ingress and egress in connection with the adjacent public way, such use may include, but is not limited to, pedestrian, bicycle and vehicular traffic: (the following is an example, the correct information will need to be installed in place of the red text) A Parcel of land that is part of Lot 1, Block 37 of the Original Rexburg Townsite, Madison County, Idaho, as per the recorded plat thereof and also being part of Section 30, Township 6 North, Range 40 East of the Boise Meridian, and BEGINNING AT A POINT that is South 00 1 15'04" East 210.50 feet along the lot line from the Northeast corner of said Lot I and running thence South 00 1 15'04 "East a distance of 24.13 feet along said lot line, thence South 89 1 44'58" West 225.87 feet. thence North 45 West a distance of 34.12 feet, thence North 89 1 44'58" East a distance of 250.00 feet to the True Point of Beginning. Said Parcel containing approximately 5,741.3 square feet. The following rights are reserved to Grantors: 1. The right to freely use and enjoy the right -of -way or easement insofar as the exercise of such does not endanger or interfere with the ingress and egress of the public Grantee and its assigns upon the foregoing easement; 2. The right to establish roadways across said easement, except that no building nor structure shall be erected within the easement and right -of -way without the prior written and recorded consent of the Grantee. 3. The Grantors rights to use their adjoining property shall not be infringed. IN WITNESS WHEREOF, grantors have caused this deed granting easement to be executed at Rexburg, Idaho, on the date indicated below. DATED this day of , 2010. (DEVEOLOPER) (Insert appropriate Notary or attestation) DEED GRANTING EASEMENT (DEVELOPER), a (state and nature of entity), of (address), (City), (County), State of , hereinafter referred to as "Grantors," in consideration of the sum of one dollar and other good and valuable consideration, receipt of which is hereby acknowledged, herewith grant, bargain, sell and convey to the CITY OFREXBURG, a municipal corporation, of 35 North I" East, Rexburg, County of Madison, State of Idaho, hereinafter referred to as "Grantee," the following easement for the purpose of allowing ingress and egress in connection with the adjacent public way, such use may include, but is not limited to, pedestrian, bicycle and vehicular traffic: (the following is an example, the correct information will need to be installed in place of the red text) A Parcel of land that is part of Lot 1, Block 37 of the Original Rexburg Townsite, Madison County, Idaho, as per the recorded plat thereof and also being part of Section 30, Township 6 North, Range 40 East of the Boise Meridian, and BEGINNING AT A POINT that is South 00 °15'04" East 210.50 feet along the lot line from the Northeast corner of said Lot I and running thence South 00 1 15'04 "East a distance of 24.13 feet along said lot fine; thence South 89 °44'5$" west 225.87 feet; thence North 45 1 15'02" west a distance of 34.12 feet; thence North 89 °44'58" East a distance of 250.00 feet to the True Point of Beginning. Said Parcel containing approximately 5,741.3 square feet. The following rights are reserved to Grantors: 1. The right to freely use and enjoy the right -of -way or easement insofar as the exercise of such does not endanger or interfere with the ingress and egress of the public Grantee and its assigns upon the foregoing easement; 2. The right to establish roadways across said easement, except that no building nor structure shall be erected within the easement and right -of -way without the prior written and recorded consent of the Grantee. 3. The Grantors rights to use their adjoining property shall not be infringed. IN WITNESS WHEREOF, grantors have caused this deed granting easement to be executed at Rexburg, Idaho, on the date indicated below. DATED this day of , 2010. (DEVEOLOPER) (Insert appropriate Notary or attestation) ALUANGE TITLE & ESORO'V z PO. BOX , ID 7 B 8 3 4;0 WARRANTY DEED RD{BURG, ID :s;� Order No.:3040111254 - Instrument # 291423 REXBURG, MADISON, IDAHO FOR VALUE RECEIVED 2001 - 06 - 19 04:31:00 No. of Pages: 2 Recorded for: ALLIANCE TITLE & ESCROW Joseph Hyrum Foundation Trust MARILYN R. RASMUSSEN Fee: 6.00 Ex -Otkio Recorder the grantor(s), do(es) hereby grant, bargain, sell and convey unto Scott R. Lewis whose current address is 270 East 300 South Rexburg, ID 83440 the grantee(s), the following described premises, in Madison County, Idaho, TO WIT: Commencing at a point 57.5 feet North of the Southwest corner of Lot 2, Block 17 of the Original Rexburg Townsite in the City of Rexburg, Madison County, Idaho County, Idaho, as per the recorded plat thereof, and running thence North 25.5 feet to the South bank of the Rexburg Irrigation Company canal, thence North and East the following three courses: North 56 ° 50'19" East 130.17 feet; thence North 38 °36'58" East 187.83 feet; thence South 78 °22'40" East 105.55 feet; thence South 00 °06'33" East 222.20; thence West 330.00 feet to the point of beginning. TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee(s), that (s)he is/are the owneT(s) in fee simple of said premises; that they are free from all encumbrances Except: Current Year Taxes, conditions, covenants, restrictions, reservations, easements, rights and rights of way, apparent or of record. And that (s)he will warrant and defend the same from all lawful claims whatsoever. Dated: 9/17/2001 Joseph Hyrum Foundation Trust : Joseph H. Elison Trustee By: Xm B. Elison, Trustee State of I� } * *SEE ATTACHED NOTARY \ }ss. County of Ma-diissorn, } T On `t ' ' befoze -m ; a Notary Public in and for said state, personally annrarr`i known br identified to me to be tt r p�rson(s) w names) subscribed to the 'thin instrument, and acknowledge to me that he/she/they efa esute`d the same. �.. IN WITNESS Wf itEOF I have hereunto set my hand an �ced my official seal the day and yea ve Written. , `G • .. ., tip'• O Notary tlie State o Y s 2 Residing at: 61r, flip P UB0 0 PF OP ►p?����` February 15, 2011 Michael Poffenroth, Roth Properties Facility Address: Upper Valley Family Practice 255 N 3rd East Rexburg, ID 83440 RE: Shielding Requirements for Upper Valley Family Practice X -Ray Room Dear Mr. Poffenroth, Enclosed, please find the calculations for the amount of shielding required in the Upper Valley Family Practice X -Ray Room. Installing the specified required shielding will reduce the exposure to less than the regulatory required levels, i.e. 0.02 mSv /week (2 mrem /week) or 1 mGy /year (100 mrem /year) to members of the general public, and 0.1 mSv /week (10 mrem /week) or 5 mSv /year (500 mrem /year) to occupationally exposed employees. Oftentimes it is beneficial from a cost and ease of construction aspect to overshield. In those situations, install the recommended shielding. A narrative description of the shielding requirements and recommendations follows. General Comments: Walls are to be constructed with leaded (Pb) drywall of specified thickness with the lead (Pb) extending from the floor to a height of at least seven feet. The screws /nails do NOT need to be capped with lead (Pb). All electrical outlets, switches, and other penetrations of all shielded walls are to be backed with the same thickness of lead (Pb) as the wall that they penetrate. • The door and jamb are to be lined with the same thickness of lead (Pb) as the wall that they penetrate, unless specified otherwise. Be sure that the leaded doorframe overlaps the lead (Pb) in the gypsum drywall. • As part of the control booth wall the patient viewing window and windowsill must have the same lead (Pb) equivalency as the wall that they penetrate. Be sure that the leaded windowsill overlaps the lead (Pb) in the gypsum drywall. • The approximate thickness of 1/32 lead is equivalent to 2 pounds per square foot of leaded dry wall. The approximate thickness of 1/16 lead is equivalent to 4 pounds per square foot of leaded dry wall. 2309 Shelby Avenue �°i. ^; '0 E. 91st Street, Suite ] 06 v �N7375 z ,.:, 4806 �Iik, High Drive �';� Crystal Ridge Drive Ann .Arbor, Ml 48103 Indianapolis, IN 46240 Salt Lake City. UT 84124 Beaver Darn, WI 53916 (734) 662A224 Fax (317) 581 -1931 Fax (801) 272 -2952 Office & Fax (920) 885 -9872 Fax (734) 662 -3197 (31 7) 581 -1911 (920) 885 -9870 www.tnpcphysics.corn Medical Physics Consultants, Inc. WORKLOAD For clinic x -ray rooms, a workload of 240 mA- min /week was used in the following calculations as suggested by NCRP Report 147. This workload is reasonably accurate for a typical clinic operation. North Wall — Exterior: Required shielding: 0.01 mm lead (Pb) equivalence (1/32 inch lead) or 2.8 cm gypsum meets the required level Recommended shielding: 1.6 mm (1/16 inch) lead (Pb) equivalence COMMENT: Installation of the recommended amount of shielding will reduce the weekly exposure to approximately 0.0000 mSv /week, which is much less than the 0.02 mSv /week NRC limit for an uncontrolled public area. East Wall— Office Area: Required shielding: 0.29 mm lead (Pb) equivalence (1/32 inch lead) Recommended shielding: 1.6 mm (1/16 inch) lead (Pb) in wall COMMENT: Installation of the recommended amount of shielding will reduce the weekly exposure to approximately 0.0003 mSv /week behind the wall which is much less than the 0.02 mSv /week NRC limit for an uncontrolled public area. NOTE: If this room is entirely behind the control booth (as indicated in the architectural drawing) and 1/32 inches of lead (or more) is installed around the control booth this wall does not need additional shielding behind the initial barrier. South Wall — Corridor: Required shielding: 1.18 mm lead (Pb) equivalence (1/16 inch lead) Recommended shielding: 1.6 mm (1/16 inch) lead (Pb) equivalence in wall COMMENT: Installation of the recommended amount of shielding will reduce the weekly exposure to approximately 0.0000 mSv /week, which is much less than the 0.02 mSv /week NRC limit for an uncontrolled public area. West Wall — Exam Rom: Required shielding: 0.76 mm lead (Pb) equivalence (1/32 inch lead) in wall and window Recommended shielding: 1.6 mm (1/16 inch) lead (Pb) in wall and window COMMENT: Installation of the recommended amount of shielding will reduce the weekly exposure to approximately 0.0015 mSv /week behind the wall which is much less than the 0.02 mSv /week NRC limit for a controlled occupationally exposed area. Medical Physics Consultants, Inc. Control Booth: Required shielding: 0.21 mm lead (Pb) equivalence (1/32 inch lead) Recommended shielding: 1.6 mm (1/16 inch) lead (Pb) COMMENT: Installation of the recommended amount of shielding will reduce the weekly exposure to approximately 0.0005 mSv /week which is much less than the 0.02 mSv /week NRC limit for an uncontrolled public area. Doorway: Required shielding: 0.14 mm lead (Pb) equivalence (1/32 inch lead) Recommended shielding: 1.6 mm (1/16 inch) lead (Pb) equivalence COMMENT: Installation of the recommended amount of shielding will reduce the weekly exposure to approximately 0.0001 mSv /week which is much less than the 0.02 mSv /week NRC limit for an uncontrolled public area. NOTE: Installation of a 18 gauge steel door will meet the required amount of shielding and will reduce the weekly exposure to approximately 0.0053 mSv /week. Floor: Required shielding: None, unoccupiable space. Ceiling: Required shielding: None, materials in place meet shielding requirements. Storage Area (South Wall): Required shielding: 0.14 mm lead (Pb) equivalence (1/32 inch lead) Recommended shielding: 1.6 mm (1/16 inch) lead (Pb) equivalence COMMENT: Installation of the recommended amount of shielding will reduce the weekly exposure to approximately 0.0001 mSv /week which is much less than the 0.02 mSv /week NRC limit for an uncontrolled public area. NOTE: Installation of two sheets of gypsum will meet the required amount of shielding and will reduce the weekly exposure to approximately 0.0112 mSv /week. It is advised you keep a copy of this letter and shielding calculations on -site for as long as these procedure room is in service. If you have any questions regarding these calculations or if I may be of any further assistance, please contact me at 208 -860- 6260. Thank you for selecting Medical Physics Consultants for your services. Sincerely, Medical Physics Consultants, Inc. Lisa M. Bosworth, M.S. Medical Health Physicist Enclosures cc: Christine Maki, MPC Accounts Manager 2/15/2011 mp(2 pAE.DJOAL.. Pk4y 7C.$ CONSULTANTS, BNC. RAD /FLUORO SHIELDING CALCULATIONS FACILITY: Upper Valley Family Practice BARRIER: North - Desired Radiation Level (mSv per week) Occupancy factor ROOM: X -Ray Room Workload Type: Rad Room (all) 0.02 Public 2.5% Stairway, Exterior, etc. Workload (table) in mA min per week Workload (chest) in mA min per week Workload (fluoro) in mA min per week Distance from table tube to barrier (meters) Distance from chest tube to barrier (meters) Distance from table patient to barrier (meters) Distance from chest patient to barrier (meters) Fluoro Field Size (sq cm) • of table workload that is Primary • of chest workload that is Primary Total Radiation incident on barrier (mGy) 240 shielding needed: 30 or Concrete 0 0.14 cm or 0_1 inches 2.1 or 7 feet 2.4 or 8 feet 2.1 or 7 feet 4.2 or 14 feet 0 0% Scatter Only 0% Scatter Only 1.02 Lead shielding needed: 0.01 mm or 1/32 inch or Concrete shielding needed: 0.14 cm or 0_1 inches Exposure behind 2.8 . cm gypsum = 0.0066 mSv /week Exposure behind 1.6 mm lead = 0.0000 mSv /week Exposure behind 0.8 cm concrete = 0.0083 mSv /week BARRIER: East - Desired Radiation Level (mSv per week) Occupancy factor Workload (table) in mA min per week Workload (chest) in mA min per week Workload (fluoro) in mA min per week Distance from table tube to barrier (meters) Distance from chest tube to barrier (meters) Distance from table patient to barrier (meters) Distance from chest patient to barrier (meters) Fluoro Field Size (sq cm) • of table workload that is Primary • of chest workload that is Primary Total Radiation incident on barrier (mGy) Workload Type: Rad Room (chest) 0.02 Public 100.0% Full occupancy 240 30 0 4.5 or 15 feet 4.8 or 16 feet 4.5 or 15 feet 4.8 or 16 feet 0 0% Scatter Only 0% Scatter Only 0.24 Lead shielding needed: or Concrete shielding needed: Exposure behind 2.8 cm gypsum = Exposure behind 1.6 mm lead = Exposure behind 0.3 mm lead = 0.29 mm or 1/32 inch 2.73 cm or 1.1 inches 0.0736 mSv /week 0.0003 mSv /week 0.0014 mSv /week Page 1 of 5 Upper Valley Fam Practice calc sheet 2.15.11 2/15/2011 ,,. MPC GCSt INC, RAD /FLUORO SHIELDING CALCULATIONS FACILITY: Upper Valley Family Practice ROOM: X -Ray Room BARRIER: South Workload Type: Rad Room (all) Desired Radiation Level (mSv per week) 0.02 Public Occupancy factor 12.5% Doorway, etc. Workload (table) in mA min per week 240 30 Workload (chest) in mA min per week 30 Workload (fluoro) in mA min per week 0 0.9 Distance from table tube to barrier (meters) 1.95 or 7 feet Distance from chest tube to barrier (meters) 1.8 or 6 feet Distance from table patient to barrier (meters) 1.95 or 7 feet Distance from chest patient to barrier (meters) 0.3 or 1 feet Fluoro Field Size (sq cm) 0 • of table workload that is Primary 0% Scatter Only • of chest workload that is Primary 100% Through Bucky Total Radiation incident on barrier (mGy) 59.64 Lead shielding needed: 1.03 mm or 1/16 inch or Concrete shielding needed: 8.47 cm or 3_3 inches Exposure behind 2.8 cm gypsum = 1.9185 mSv /week Exposure behind 0.8 mm lead = 0.0516 mSv /week Exposure behind 1.0 mm lead = 0.0001 mSv /week Bucky /Image receptor attenuation of primary beam is not considered, but typically = 0.85 mm lead, or 7 cm concrete. BARRIER: West - Desired Radiation Level (mSv per week) Occupancy factor Workload (table) in mA min per week Workload (chest) in mA min per week Workload (fluoro) in mA min per week Distance from table tube to barrier (meters) Distance from chest tube to barrier (meters) Distance from table patient to barrier (meters) Distance from chest patient to barrier (meters) Fluoro Field Size (sq cm) • of table workload that is Primary • of chest workload that is Primary Total Radiation incident on barrier (mGy) Workload Type: Rad Room (all) 0.02 Public 50.0% Exam room, etc. 240 30 0 1.02 or 3 feet 0.9 or 3 feet 0.9 or 3 feet 0.9 or 3 feet 0 0% Scatter Only 0% Scatter Only 5.94 Lead shielding needed: or Concrete shielding needed: Exposure behind 2.8 cm gypsum = Exposure behind 1.6 mm lead = Exposure behind 0.8 mm lead = 0.76 mm or 1/32 inch 6.47 cm or 2.5 inches 0.7648 mSv /week 0.0015 mSv /week 0.0002 mSv /week Page 2 of 5 Upper Valley Fam Practice calc sheet 2.15.11 2/15/2011 '` MEMIOA PI.4YSoOfz� CONSULTANTS, INC. RAD /FLUORO SHIELDING CALCULATIONS FACILITY: Upper Valley Family Practice ROOM: X -Ray Room BARRIER: Control Booth Desired Radiation Level (mSv per week) Occupancy factor Workload (table) in mA min per week Workload (chest) in mA min per week Workload (fluoro) in mA min per week Distance from table tube to barrier (meters) Distance from chest tube to barrier (meters) Distance from table patient to barrier (meters) Distance from chest patient to barrier (meters) Fluoro Field Size (sq cm) • of table workload that is Primary • of chest workload that is Primary Total Radiation incident on barrier (mGy) Workload Type: Rad Room (all) 0.10 Occupational 100.0% Full occupancy 240 12.5% Doorway, etc. 30 0 2.1 or 7 feet 2.4 or 8 feet 2.1 or 7 feet 3 or 10 feet 0 or 6 feet 0% Scatter Only 0% Scatter Only 1.04 Scatter Only Lead shielding needed: or Concrete shielding needed: Exposure behind 2.8 cm gypsum = Exposure behind 1.6 mm lead = Exposure behind 11.2 mm glass = 0.21 mm or 1/32 inch 2.04 cm or 0_8 inches 0.2686 mSv /week 0.0005 mSv /week 0.2971 mSv /week BARRIER: Doorway Desired Radiation Level (mSv per week) Occupancy factor Workload (table) in mA min per week Workload (chest) in mA min per week Workload (fluoro) in mA min per week Distance from table tube to barrier (meters) Distance from chest tube to barrier (meters) Distance from table patient to barrier (meters) Distance from chest patient to barrier (meters) Fluoro Field Size (sq cm) • of table workload that is Primary • of chest workload that is Primary Total Radiation incident on barrier (mGy) Workload Type: Rad Room (all) 0.02 Public 12.5% Doorway, etc. 240 30 0 2.4 or 8 feet 2.1 or 7 feet 2.4 or 8 feet 1.8 or 6 feet 0 0% Scatter Only 0% Scatter Only 0.91 Lead shielding needed: 0.14 mm or 1/32 inch or Concrete shielding needed: 1.35 cm or 0_5 inches Exposure behind 2.8 cm gypsum = 0.0292 mSv /week Exposure behind 1.6 mm lead = 0.0001 mSv /week Exposure behind 2.2 mm steel = 0.0053 mSv /week Page 3 of 5 Upper Valley Fam Practice calc sheet 2.15.11 2/15/2011 MPC CONSULTANTS, INC. RAD /FLUORO SHIELDING CALCULATIONS FACILITY: Upper Valley Family Practice BARRIER: Floor Desired Radiation Level (mSv per week) Occupancy factor Workload (table) in mA min per week Workload (chest) in mA min per week Workload (fluoro) in mA min per week Distance from table tube to barrier (meters) Distance from chest tube to barrier (meters) Distance from table patient to barrier (meters) Distance from chest patient to barrier (meters) Fluoro Field Size (sq cm) • of table workload that is Primary • of chest workload that is Primary Total Radiation incident on barrier (mGy) ROOM: X -Ray Room Workload Type: Rad Room (floor) 0.02 Public 0.0% Unoccupiable 240 30 0 4.5 or 15 feet 3.9 or 13 feet 3.6 or 12 feet 3.9 or 13 feet 0 100% Through Bucky 0% Scatter Only 46.82 Lead shielding needed: 0.00 mm or 0_0 inch or Concrete shielding needed: 0.00 cm or 0_0 inches Exposure behind 2.8 cm gypsum = 0.0000 mSv /week Exposure behind 1.6 mm lead = 0.0000 mSv /week Exposure behind 10.2 cm concrete = 0.0000 mSv /week Bucky /Image receptor attenuation of primary beam is not considered, but typically = 0.85 mm lead, or 7 cm concrete. BARRIER: Ceiling Desired Radiation Level (mSv per week) Occupancy factor Workload (table) in mA min per week Workload (chest) in mA min per week Workload (fluoro) in mA min per week Distance from table tube to barrier (meters) Distance from chest tube to barrier (meters) Distance from table patient to barrier (meters) Distance from chest patient to barrier (meters) Fluoro Field Size (sq cm) • of table workload that is Primary • of chest workload that is Primary Total Radiation incident on barrier (mGy) Workload Type: Rad Room (all) 0.02 Public 2.5% Stairway, Exterior, etc. 240 30 0 2.7 or 9 feet 3.3 or 11 feet 3.6 or 12 feet 3.3 or 11 feet 0 0% Scatter Only 0% Scatter Only 0.39 Lead shielding needed: or Concrete shielding needed: Exposure behind 2.8 cm gypsum = Exposure behind 1.6 mm lead = Exposure behind 3.1 cm concrete = -0.03 mm or # ## inch -0.35 cm or -0.1 inches 0.0025 mSv /week 0.0000 mSv /week 0.0004 mSv /week Page 4 of 5 Upper Valley Fam Practice calc sheet 2.15.11 2/15/2011 In - MPC M E. C}I CAI, PfdYSI S. CONSULTANTS, INC. RAD /FLUORO SHIELDING CALCULATIONS FACILITY: Upper Valley Family Practice ROOM: X -Ray Room BARRIER: Storage Area (South Wall) Workload Type: Rad Room (all) Desired Radiation Level (mSv per week) Occupancy factor Workload (table) in mA min per week Workload (chest) in mA min per week Workload (fluoro) in mA min per week Distance from table tube to barrier (meters) Distance from chest tube to barrier (meters) Distance from table patient to barrier (meters) Distance from chest patient to barrier (meters) Fluoro Field Size (sq cm) • of table workload that is Primary • of chest workload that is Primary Total Radiation incident on barrier (mGy) 0.02 Public 5.0% Restroom, Storage, etc. 240 30 0 2.4 or 8 feet 1.95 or 7 feet 2.4 or 8 feet 2.1 or 7 feet 0 0% Scatter Only 0% Scatter Only 0.87 Lead shielding needed: 0.05 mm or 1/32 inch or Concrete shielding needed: 0.51 cm or 0_2 inches Exposure behind 2.8 cm gypsum = 0.0112 mSv /week Exposure behind 1.6 mm lead = 0.0000 mSv /week Exposure behind 0.1 mm lead = 0.0118 mSv /week Page 5 of 5 Upper Valley Fam Practice calc sheet 2.15.11 , - — 11 Receipt Number: )evelopment 33440 208) 359-3024 ee Based Calulation base osit CHECK 14588 $605.00 Total: $605.00 $605.00 $0.00 $605.00 $1,000.00 1000319 OCT 2 2010 CITY OF REXF3URG genpmtrreceipts $605.00 Total: Page I of 1 Receipt Number: i development wmmmw� 13440 >.08) 359 -3024 AND i; psi 11tJ23~sr w! t !� 1v1 rU 4+�:�i1nU� RE%E l Ir °1' iME ° REF 10457P y r i_LE�r. PE'r;�sl tsi�ti E: � "s.ii� -" .00" 650 .00 pA'f MENT 0.00 )lumbing Permit Fee FOR ?ERKI T 0 0031 Fee T HAN" L}U AND HAQE A NICE DlA sd $260.00 fee Based Calulation based on Elec $289.00 1000319 10/27/2010 Fire Impact $1,650.00 10 00319 10 -0535 10/27/2010 Hookup Fee /Sewer 10 -0535 10/27/2010 Hookup Fee/Water 1012712010 Mechanical Fee Based Calulation based on Mi 10 -0536 1000319 10 -0531 10/18/2010 Permit Fee Deposit 10 -0535 10/27/2010 Plan Check Fee 10 -0535 10/2712010 Police Impact Fee 10 -0535 1012712010 Street Impact Fee 10 -0535 1012712010 Water Meter & Parts 650.00 CHECK 104579 Total: $650.00 $650.00 �vay.vv Total:• $650.00 $3,152.75 1000319 - $1,000.00 1000319 $260.00 1000319 $289.00 1000319 $1,700.00 1000319 $1,650.00 10 00319 $605.00 1000319 $1,000.00 1000319 $325.28 1000319 $1,098.70 1000319 $4,357.00 1000319 $1,518.20 1000319 OCT 2 S 2010 OF Page 1 of 1 genpmtrreceipts 'r r F NO -JU MAND tion .t Fee Fee rmit Fee (Sewer Water A Fee & Parts lied lai Fet $4,357.00 $325.28 $3,252.75 $289.00 $1,700.00 $1,650.00 $1,098.70 $1,518.20 -$i Total: tOttttt P Id, : $4,357.00 $325.28 $3,152.75 $289.00 $1,700.00 $1,650.00 $1,098.70 $1,518.20 -$1,000.00 $13,090.93 de) r ed t)GOMP40 unt,:P aosit $1,000.00 1000319 payment Number W4jtdod,,, Amount CHECK 1001 $13,090.93 Total $13,090.93 OCT 2 7 2olo CITY O a " Ce $0.00 $0.00 $100.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Page 1 of 1 genpmtrreceipts Receipt Number: 10 0l5 r" Development .83440 !9081359 -3024 Receipt Number: avelopment 3440 18) 359-3024 'C om - k; F.k I OCT 2 7 2010 CITY OF REXBURG Page 1 of 1 genpmtrreceipts FPP $3,252.75 $100.00 $0.00 -$1,000.00 1000319 ree based Calulation based on Elec $260.00 1000319 10/2712010 Fire Impact $289.00 1000319 10-0535 10127/2010 Hookup Fee/Sewer $1,700.00 1000319 10-0535 10/27/2010 Hookup Fee/Water $1,650.00 1000319 10-0536 10127/2010 Mechanical Fee Based Calulation based on Mi $605.00 1000319 10-0531 10118/2010 Permit Fee Deposit $1,000.00 1000319 10-0535 10127/2010 Plan Check Fee $325.28 1000319 10-0535 10/2712010 Police Impact Fee $1,098.70 1000319 10-0535 10/2712010 Street Impact Fee $4,357.00 1000319 $1,518.20 1000319 10-0535 10127/2010 Water Meter & Parts CHECK 1002 $100.00 Total: $100.00 F.k I OCT 2 7 2010 CITY OF REXBURG Page 1 of 1 genpmtrreceipts FPP $3,252.75 $100.00 $0.00 PAID BY: NEPHI`S ELECTRIC DATE: 1O/27/1O MG /1O27/CNTR TIME: 11:36:11 RECEIPT NO: 16167O KEF NU: 26O.00 TT Total: $260-00 OCT 2 ^ 7 2 810 CITY OF RG Page of gen pmtrreceipts Receipt Number: nR) 1.59-3024 Receipt Number: 10-0531 Development 83440 (208) 359 -3024 uAmnss Pavedpayee Name. Upper Valley Family Practice Original Fee Amount Fee boon Amount Paid Salanee Deposit $1,000.00 $1,000.00 $0.00 Total: $1,000.00 sous Payment History Fee Description Amount Patd, Permit # Payment Amount $ 1,000.00 $1,000.00 OCT 1 8 2010 CITY OF REXBURG genpmtrreceipts Page 1 of 1 INSPECTION TICKET ❑ Bldg. ❑ Plumb. ❑ Elect. (4 Mech. ❑ Fire Inspection Request: Rec'd By Date a. Req. By ,t op IT ,IQ -?`1 / Phone No. {& g� �� Project —OLe Permit No. Address Inspection Type Day /Time Re 4 1 Inspector's Report ❑ Res. � Comm. 4J4C. 4-n t,\ t,. - INSPECTED ITEMS CONFORM TO APPROVED DWGS ❑Y ❑ N 0 N/A INSPECTOR'S ACTION [APPROVED ❑ C.O. (FINAL) ACTION REQUIRED: ❑ DISAPPROVED D FINAL ❑ NOT APPLICABLE ❑ DID NOT INSPECT Signe7j-- Rec't Acki White • Office VFIR -0003 Jot Pith - a 5v ra 's copy INSPECTION TICKET 4 Bldg. ❑ Plumb. 4 9 Elect. ❑ Mech. 0 Fro Inspectio7Ruest: Recd By Date a 1 Req. By Phone No. Project O. )0k—I n Permit No. 10 00319' Address R. 3re� Inspection Type Fi L— Day /Time Req. r I J ob t J J • OU M Inspector's Report a Res. Comm. INSPECTED ITEMS CONFORM TO APPROVED DWGS ❑Y ❑ N ❑ N/A INSPECTOR'S ACTION APPROVED C.O. (FINAL)InMp A ION REQUIRED: _ Signed ' Rec't A& vfte - Me F- FIR.0003 CJ DISAPPROVED ❑ FINAL ❑ NOT APPLICABLE ❑ DID NOT INSPECT *MW • Job Pick - Inspector's COPY INSPECTION TICKET ❑ Bldg. ❑ Plumb. 06 Elect. ❑ Mech. ❑ Fire Inspection Request: Rec'd By �&— Date Req. By Phone No. &0-- Project Permit No. Address S N ► Inspection Type Day /Time Req. Inspector's Report ❑ Res. 9 Comm. INSPECTED ITEMS CONFORM TO APPROVED DWGS ❑Y ❑ N N/A IN OR'S ACTION ZROVED Q DISAPPROVED 0 FINAL .O. (FINAL) ❑ NOT APPLICABLE ❑ DID NOT INSPECT ACTION REQUIRED: k Signe6 Rec't Acknowledged whie - Ofte Copy F- FIR•CO03 YeNow • Job Copy ft* - I spear 's copy INSPECTION TICKET ❑ Bldg. ❑ Plumb. Elect. ❑ Mech. ❑ Fire Inspection Request: Rec'd By J M14 _ Date 2 L26A i Req. By X 10 h t ((,� (P eckt L Phone No. 3 — 8J y (o 7 Project K t i l-- — Permit No. �U 3 Address Z55 N . � Inspection Type Day /Time Req. 1 l t 9 . 6d a - M Inspector's Report ❑ Res. 0 Comm. Signe Rec't Acknowledged WhOe - Ofte Copy F- FIR -CO03 YeNow - Job Copy Pink - I IF An 1 3 Coq INSPECTOR'S ACTION Q APPROVED M DISAPPROVED ❑ FINAL ❑ C.O. (FINAL) ❑ NOT APPLICABLE ❑ DID NOT INSPECT ACTION REQUIRED: _ INSPECTION TICKET ❑ Bldg. � Plumb. ❑ Elect. ❑ Mech. ❑ Fire Inspection Request: Rec'd By . Date a l Req. By t Phone No. Project Permit No. Address 27 5 // 9� Inspection Type F Day /Time Req. 7�! /! < / : aU,n •� - Inspector's Report L) Res. Comm. s INSPE ED ITEMS CONFORM TO APPROVED DWGS INSP OR'S ACTION APPROVED ❑ DISAPPROVED ❑ C.O. (FINAL) ❑ NOT APPLICABLE ACTION REQUIRED: __ ❑Y El ❑N /A �AL ❑ DID NOT INSPECT Rec't Acknowledged While - Office Copy *Now - Job Copy Pir* - Inepecbr - 3 Coq F- FIR-CO03