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BP13136 IE AUG 2 5 Blair Building Permit Detail Permit #: 13136 Issued: Completed: Location: 940 Iowa St/311 N 9th Ave Owner: Fox Ridge Apartments Address: 940 Iowa St 1/15/2009 8/12/2009 Type: Apartments - Remodeling/Add Existiing Valuation: 83097 Blair, NE 68008 Phone: 553 0373 Permit Fee: Issue Fee: Deposit Amt.: Receipt #: 852 25 500 23843 Section: 12 Subdivision: Township: 18 Range: 11 Lot: 228 Block: Rebuilding and Restoring part of apartment building damaged by fire. Will have plbg., electrical, and HVAC. Contractors Paul Davis Systems, Inc. Kocsis Electric, Inc. Morehead Plumbing Morehead Plumbing The Furnace Shop Remarks General Contractor Electrical Subcontractor Plumbing Subcontractor Plumbing Subcontractor Residential Heater Subcontractor Permit # E3073 P1981 P1976 M1829 Issued 2/24/2009 2/18/2009 1/27/2009 2/23/2009 1/15/2009 OEM Table 705.4 2 Hr Fire Separation between units. 903.2.7 Group R Sprinklers required if new. 2/3/2009 OEM Contact city bathroom vent fan shall vent directly to outside. Vent pipes shall not vent into the attic. Electric which is damaged shall be replaced. No junction box above ceiling. Smoke detectors required. 2/25/2009 BMP Bathroom Vent Fans shall vent directly to outside not to attic vent. 8/11/2009 HOW 1. apartment # 5: Provide documentation that elect. final is approved.-hw. 8/11/2009 HOW 1. apartment # 1: kitchen counter ok-hw. Inspections Date By 1/15/2009 OEM Conference Pass 2/3/2009 OEM Framing Fail 2/25/2009 OEM Plumbing Rough-ins Pass 2/25/2009 OEM Mechanical Rough-ins Fail 2/25/2009 OEM Electrical Rough-ins Pass 2/25/2009 OEM Framing Fail 2/26/2009 OEM Mechanical Rough-ins Pass 2/26/2009 OEM Framing Pass 8/11/2009 HOW Conference Pass 8/11/2009 HOW Final Inspection of Project Fail 8/12/2009 8/12/2009 8/12/2009 HOW HOW HOW Blair Building Permit Detail Plumbing Final Mechanical Final Final Inspection of Project Pass Pass Pass \ E It 1 E E JAN 2 8 CITY OF BLAIR - APPLICATION FOR BUILDING PERMIT Permit# 13/3t.o Date: [- \ 5 - Oc] Site Plan Attached: REScheck Attached: Approximate Completion Date: "''=) - 1'- 0 4 x Complete Plans Attached Application for: Residential Commercialjlndustrial....:k... New Construction Manufactured Home Modular Move-on: Home _ Accessory Building Other Remodel ~ Addition Accessory Building: Garage _ Pole Barn_ Other Floor Type: Dirt _ Concrete _ Electricity: Yes ""'< No Sign Erecting, Awnings _ Decks/Handicap Ramps (plot plan required) _ Satellite Dishes/Radio Antenna/Cell Towers (plot plan required) _ Other Public Water: Yes_ No Private Well If yes, responsible entity: Blair OPPD Line Kennard Agreement needed: _ Date Agreement Received: _ Public Sewer: Yes_ No Septic Drawing Provided: _ If yes, responsible entity: Blair _ Kennard _ County Road Permit Required: Yes_ No _ Submitted: Yes _ No _ Additional D scription of project If necess~l)': ^ Z bull din '{.'l1t~ ct1 " ltt..JIC nt j 11 G I...{/ _ C' 0 --,,1-. ':?/VI G-i @ Cf t:?O tfOtJo5" c1 Lf Draw 0- ~ 1-. /'~3 II AI. 9' 'ff1 AtI.! . 3Pa~ / Ie:< -/8-11 IIt/P6 ~.;7tJ t.f.73.A~ Utilities: Proiect Information: Job Address: Legal D~cr!9ti~n, (if ~PPliCable,) ~c: T? r.J b2 8 Owner: 7~ Z~F~6. Address: Contractor: ~auJJ~c~l/~ ::}&(5'/~ (/Jnc;t.!1Cv &8/ O/.t; 1 Phone#: 55''-.-=3 - 03 ''13 Address: Phone #: )::/ fI.h PO& - 03 & I CCen #: <..~':J ( Separate permits are required for electrical, plumbing, hearting, ventilating and air conditioning, and septic systems. By my signature below, I acknowledge this building permit application does not constitute issuance of this building permit. I further agree that construction covered by this permit application shall not be commenced until I have received a copy of a permit signed by the Building Inspector. I hereby agree to perform the proposed work in accordance with the specifications set forth above and in accordance with the codes/ordinances of the City of Blair and the State of Nebraska. I understand that this permit is void if work is not commenced within 180 days i no l' mpleted within two (2) years of date of issue. I,," I / t,~'/' / /I~-ID 7 Date ,LI (\)1 ~d . , heY ~ ~~~' to,j ~f~ :p JtiJN' '1 j,c9 ~f Il _1..,. ..:" i;>";' fl 'I If., ""., "._ ZONING REVIEW: ZonimVFlood Plain/Utilities: Current Zoning: ~;~r{\'tt Conditional Use Permit Required: Yes _ No ~ Ii " g;tte CUP Approved: State Fire Marshal Required: Yes...x.. No _ Variance Required: Yes _ No ~ Minimum Setbacks: Front Second Front Side Side Rear' - ~ I~ - - Lot Sauare Foota~e: Length x Width: Lot Coverage % Driveways/Sidewalks: Sidewalk required: Yes_ No_ Sidewalk Waiver: Yes Date Waiver Approved: Preexisting Garage requires driveway to be less than 3' from property line: Yes_ Approved by: No Flood Plain: Yes No If yes, specify special requirements: BUILDING INSPECTOR REVIEW: Number of Stories One Two Th ree Four >Four High Rise (>75 ft)_ Type of Residential Structure: Ranch _ Two Story _ Split Entry _ Raised Ranch _ Other Rooms _ Bedrooms _ Bathrooms _ Fireplaces _ Gas_ Electric_ Egress in Basement: Required: Yes _ No _ Provided on Plans: Yes No Sleeping Rooms Living Area Other Egress Sauare Foota~e: Main Level: Basement: (Unfinished) Garage: I Detached Garage: Addition: Porch: Front Rear Deck that affect setbacks: Rear Second Level: Third Level (Finished) 2 bay_ 3 bay_ 4 bay~ 5+ bay Pole Barn: Remodel: Side Front Side Occupancy Classification: Assembly, theaters, with stage Assembly, theater, without stage _ Assembly, nightclubs ~ Assembly, restaurants, bars, banquet halls _ Assembly, churches _ Assembly, arenas _ Assembly, general, community halls, libraries, museums_ Business Educational Factory and industrial, moderate hazard _ Factory and industrial, low hazard _ High Hazard, explosives _ (section continued on next page) High Hazard HPM Institutional, incapacitated _ Institutional, day care facilities _ Residential, multiple family _ Resid~ntial, care/assisted living facilities Storage, moderate hazard _ Storage, low hazard _ Utility, miscellaneous_ Institutional, supervised environment_ Institutional, restrained _ Mercantile Residential, hotels_ Residential, one- and two-family Is buildinJ! reauired to be protected bv automatic fire sprinkler svstem?" No Only partially in some areas or rooms Please Specify Yes _ If yes, the standard to which the sprinkler system will be designed: NFPA 13 NFPS 13R NFPA 13D Driveway Grade: 20% grade or less? Yes _ No_ (Dale will review new residential construction, AI will review all second access requests and industrial and commercial driveway requests) Required Off Street Parking: Permit Fee Calculation: BuildinJ! Permit Deposit Fee: Commercial, new homes and residential additions/remodels/accessory buildings valued $10,000 or greater $ Fee - $500.00 Residential additions/remodels/accessory buildings valued under $10,000 $ Fee ~ $200.00 All other permits Fee = $50.00 $ RESIDENTIAL - NEW CONSTRUCTION: Permit fee is: Finished sqjft area (not inclUding finished basement area) Finished basement sqjft area Unfinished basement sqjft area Garage sqjft area Total Valuation: X $92 X $56 X$29 X $25 $ $ $ $ $ $ Total Valuation Multiplied by 0,006 = Issuance Fee: $ 25.00 Total Permit Fee = Deposit + Permit Fee + Issuance Fee $ RESIDENTIAL - ADDITIONS / REMODELS and COMMERCIAL - NEW CONSTRUCTION / ADDITIONS / REMODELS: Business/I ndustrialjEd ucationalj Assem bly/FactoryjStorage/Utility *Porches with roofs/screened patios are considered additions Construction valuation computation: Sqjft area X $63 Except for the following: Accessory Buildings & Interior Remodeling Proiects: sqjft area X $43 Pole barns with no hard surface floor: sqjft area X $25 Sign ErectimUAwnim!s and Decks/Handicap Ramps: sqjft area X $25 (Minimum valuation of $2000) Construction valuation computation: Finished sqjft area 1 :~ I q X $ liS DD $ B3/6'17. Construction valuation is ...................................Permit fee is: $0 TO $50........................,...................,............. $0 $51 TO $500........................................................$25 $501 TO $2,000..,.....................................................$25 + $3 per additional $100 $2,001 TO $25,000...............,........................................$70 + $13 per additional $1,000 $25,001 TO $50,000........,............................................ $370 + $10 per additional $1,000 $50,001 TO $100,000.....,..,.....,...................................... $620 + $7 per additional $1,000 $100,001 TO $500,000..................................................... $970 + $5 per additional $1,000 $500,001 TO$1,OOO,OOO ..................................................$2,970 + $4 per additional $1,000 $1,000,001 AND OVER .................................,...........,....$4,970 + $3 per additional $1,000 &;lO,"''' ~ ;2"" (J,O cJ :; ,;. , - 9 5 ,;2 . DO Permit Fee calculated from chart above $ 852. dO $ 25.00;; 877.00 +-5{){), $ /377,00 Issuance Fee: Total Permit Fee = Deposit + Permit Fee + Issuance Fee Additional Comments: Approved il!<:-./~~ Date: Contingent On Approval by Fire Marshall X Meet IBC, IPC, (MC and NEC Code Requirements k Sleeping Rooms below Story and in Basement required to have egress ///9/09 ~ ~ For Office Use Only ? cud JJtI.uA Jr<.ff~'L4-' Building Inspection Pouch given: Yes 1l.. No Date Permit Paid: I - I q - (] ~ Permit Fee: (C1 '77, 00 Deposit Amount soO, 00 Receipt # t2.. !?al.f ::; Deposit Paid by for return to: d5t>5 J. !#/jlt-ft~, (!U, t? 4P1 e:1.h p(., 1ft 8/ t? lj1 j ~ ~ - -- - - - - - - ( f 3 [p 8 li I r ! Ii) t"1/.R .~ 3 ENl't ELECTRICAL PERMIT APPLICATION Jurisdiction of City of Blair, Nebraska 218 South 16th Street Blair, Nebraska 68008 Fax (402) 426-4195 E3073 (402) 426-4191 Application Date: .bl ~;?t/.~ tJ? Job Address Permit Fee: $ / {}f3. / b p'J . C; 't/ t) :z: (7 tiJt:i Zip Phone Mail/.;;ress . . J , r;- .. ail A dress . , . . . Zip. Phone '7.3.3 <' . .:z::ne> 0' 7';>5 J. S {IJ#"'~Ff-. O<"J1'"1C.:Lh CA- tJl~/17 tJ8t1 o NEW RESIDENTIAL 0 NEW COMMERCIA~ 0 REMODELING/ADDillONS 0 UPGRADE SERVICE ~ V...it.; ttm Cf t/Ut71 tJ'eY N/A Com letion Date Service Fee = (Amp Fee + $5.00 per branch circuit) 1-100 Amp Fee.................. .....$25.00 101-200 Amp Fee.................. .....$35.00 201-300 Amp Fee.................. .....$55.00 301-400 Amp Fee.................... ...$75.00 401-500 Amp Fee.................... ...$95.00 501-600 Amp Fee................... ..$115.00 601-700 Amp Fee............ ....... ..$135.00 701-800 Amp Fee................... ..$155.00 801-900 Amp Fee................... ..$175.00 901-1000 Amp.................... .....$195.00 IF OVER 1000 Amp 1st 1000 Amp Fee........... .......$195.00 Each additiona1100 Amps..... ....$20.00 Notice I hereby certifY that 1 have read and examined tWs application and know the same to be nue and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. C9 q.Q0, Date ELECTRICAL PERMIT FEES Upgrade Existing Service... ......... .$25.00 Temporary Service.................... $15.00 Fire Alarm System... ......... .........$15.00 Signs (each)........................ ......$25.00 Miscellaneous Apparatus......... .....$15.00 CommerciallMulti Family and All Upgrades: # of Circuits x $5.00 Amp Fee Amp Fee + Circuit Total New Residential: (Finished Area) Single/Two Family Dwellings t~ Iq sq. ft. x .063 ModularlManufactured Homes...... .$50.00 Other: (alterations, additions and modifications) Receptacles/Switches/Lighting Fixtures (110 volt only) # of Apparatus .......... x $1.00 83. I tJ Power Apparatus (220 Volt or higher) # of Apparatus....... x $8.00 Smoke Detectors..... x $3.00 Permit Issuance Fee....... ........ ....$25.00 '5 .il () '/1?, /0 Total v':,l Comment: WHEN PROPERL Y VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT I Approved By: :2, ? J f~.----' I Rev. 2008- 10 ELECTRICAL PERMIT APPLICATION Jurisdiction of City of Blair, Nebraska 218 South 16th Street Blair, Nebraska 68008 Fax (402) 426-4195 E 3073 (402) 426-4191 Application Date: ;;l-;U./- () 1 Job Address Owner...-/. ;j)" I Mail A~4ress , 1. ""1c'-X 1t:.A t t):/ l ' contracto. r J/ 2 .l....t){!,J'/ ' 3. Class of Work: Describe Work: 4. 5.Current License on File Pennit Fee: $ /Oll/O c" L/ a It7lJcA. '~ }L. Zip Phone Service Fee = (Amp Fee + $5.00 per branch circuit) 1-100 Amp Fee...... ............. ....$25.00 101-200 Amp Fee...... ... ........... ...$35.00 201-300 Amp Fee...... ... ...... ... .....$55.00 301-400 Amp Fee...... ............ .. ...$75.00 401-500 Amp Fee...... ... ......... .. ...$95.00 501-600 Amp Fee.................... .$115.00 601-700 Amp Fee.................... .$135.00 701-800 Amp Fee.................... .$155.00 801-900 Amp Fee.................... .$175.00 901-1000 Amp....................... ..$195.00 IF OVER 1000 Amp 1 st 1000 Amp Fee.............. ....$195.00 Each additiona1100 Amps.........$20.00 Notice I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions ofIaws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date '733 ELECTRICAL PERMIT FEES Upgrade Existing Service. . . . . . . . . . . . .$25.00 Temporary Service............... ..... $15.00 Fire Alarm System................. ....$15.00 Signs (each)........................ ......$25.00 Miscellaneous Apparatus......... .....$15.00 CommerciallMulti Family and All Upgrades: # of Circuits x $5.00 Amp Fee Amp Fee + Circuit Total New Residential: (Finished Area) Single/Two Family Dwellings /<3/1 sq. ft. x .063 ModularlManufactured Homes...... .$50.00 Other: (alterations, additions and modifications) a ,-, I CJ {,J.j . Receptacles/Switches/Lighting Fixtures (110 volt only) # of Apparatus.......... x $1.00 Power Apparatus (220 Volt or higher) # of Apparatus....... x $8.00 Smoke Detectors.. ... x $3.00 1')6' .tJ tJ Permit Issuance Fee................. ..$25.00 <~ Total /t),(J. /0 Comment: WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT I Approved By: , (~.'..') rJ.,L 1 .'_~ <...._'b . ..% T ~ Rev. 2008-10 MECHANICAL PERMIT APPLICATION Jurisdiction of City of Blair, Nebraska 218 South 16th Street Blair, Nebraska 68008 Fax (402) 426-4195 (402) 426-4191 Permit Issuance Fee.................... ..... .$25.00 Total Current License on File ~~es 0 No 0 NjA Comment: G ode # OUG 7 ib u i't I()L-~ WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT I Approved By: 1 ~ (00 \'5?J\ c/'" Application Date: ;)-J.3'c)7 Job Address 9vo Heat Pump Central A/C Tons Tons Furnace ::;0) 0 oj BTU/H # of Units AlC ;L Furnace Completion Date: ). - rJ? L) 7 '~ t Boiler Chart BTU Fee Up to 100,000....................... ...... ...$15.00 100,000-500,000...... ... ...... .. .......... ...$30.00 500,000-1,000,000.................. ........ .$40.00 1,000,000-1,750,000... ................. .. ..$60.00 Over 1,750,000................... ....... ....$100.00 /'--.... \: \r Notice I hereby certifY that I have read and examined this application and know the same to be true and correct. All provisions oflaws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. ~ \"\ rr .~. Signature of Contractor or Authorized Agent (- /c, tf- ?tI?-/ Date 131~3LP M 1829 .... .. .... .. - ... -..... - - ._..... c:)O Pernt~ee: $ .53>- w lc Phone ..... ......,.'" ..--.., ~ ,._.,~......_- -L Ow '1 ~tt;^wov<l o New 0 Addition Z' III 0VJ1'tk4 o Alteration 0 Repair C fl)) Phone !;Sr'f-V6 () 'Replacement Furnace/Heat Pump/Air Conditioner (Per Unit) 30 '()J Up to and including 100,000 BTU / 3Ton............................$15.00 Furnace/Heat Pump/Air Conditioner (Per Unit) Over 100,000 BTU / 3 Ton.......................................... ...$25.00 Refrigeration Units/Coolers/Lines/Compressor - Commercial (New or Replacement) (Per Unit) . .. . .. . . . .. . .. . . . . . . . . . . . .. . . . . .. .. . .. . . . . .. . . .. . .. . . .. . .. .. . . .. .. . . .. . .. .. . .. $15.00 Boiler (use BTU Chart to left)... ......... ........ Appliance Vent/Fans..................... ...$10.00 Duct System................................ ..$15.00 Gas/Air Outlets.................First 5 x $6.00 . . . . . . .. .Additional x $1.00 Radiant Heat Systems/Gas/Water Piping System.......................... ... ...$50.00 Modular Home............................... $50.00 ;;.s vU0 - S-- 0,) ~ e'{; 9.J, (Lv ('>'\10 "'ffr" ill 7 e.\t /(,(1 I "b upeV' 10vJi'i'" It':Je.1 Rev. 2008-10 PLUMBING PERMIT APPLICATION Jurisdiction of City of Blair, Nebraska 218 South 16th Street Blair, Nebraska 68008 Fax (402) 426-41~5~ " (402) 426-4191 if.' Application Date: (J - /6' - 0 1 Job Address Comments: Notice I hereby certifY that I have read and examined this application and know the same to be true and correct. All provisions oflaws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or 10callaw regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date f 13&/ P 1981 ~lffnrfF&~ti13 .00 pol. '7;y;.,JC-? d'f. Zip Phone .<,? -? .r /)3 '"1::7 ,,::k::> <- /..::.J , Phone IJ?1 &(..<3/33 o Replacement No. Kitchen...... ...... ... ......... ...... $12.00 x .2 Bath.....Residential/Single Stall $12.00 x~ ...... ........... ...Multi-Stall $25.00 x Rough-In Bath.................. ......$8.00 x_ Additional Sinks.... ...... ......... ..$6.00 x Slop Sink/Laundry Tray/Drain.....$6.00 x_ Water Heater..................... ....$10.00 x Outside Water Faucet...................$6.00 x Drinking Fountain........................$6.00 x_ ""if ()() /)c. '*1 " r:; 4. vO (';p> Backflow/Grease Trap... ... .......$15.00 Water Service... .............. .... ..$15.00 Sewer............................... ..$15.00 Groundwork..................... ....$15.00 Septic Tank & Laterals............ $15.00 Lawn Sprinkler System.......... ..$10.00 Sprinkler System (Commercial)..$30.00 Gas/Water Piping System (Commercial)..................... ...$50.00 Permit Issuance Fee... ... ... ...... ..$25.00 Current License on File Comment: Total es 0 No 0 Nj A WHEN PROPERLY V AUDATED (IN THIS SPACE) THIS IS YOUR PERMIT I Approved By: ~. f!., /~-?~ I Rev. 2008-10 PLUIVIBING PERMIT APPLICATION Jurisdiction of City of Blair; Nebraska . 218 South 16th Street Blair,~ebraska 68008 Fax (402) 426~4195 (402) 426-4191 Application Date: d - /8 - () 9 P1981 rt '2 -bC> Permit Fee: $' I ..::> Job Address Comments: Notice I hereby certity that I have read and examined this application and know the same to he true and correct. All provisions of laws and ordinances governing this type of work will be complied with whethel' specified herein 01' not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of constl'Uction. _/ Z(;t-Ja d)f, Zip A. 'tV/1/JJ'tUt f ~~dtI PLUMBING PERMIT FEES Modular Home". ." ".". ... ..." ..$50.00 Type of Fixture No. Kitchen........................". ...$12.00 xL Bath.....Residential/Single Stall $12.00 x~ ................. ...Multi~StalI $25.00 x_ Rough~In Bath....................... .$8.00 x~ Additional Sinks............. ....... .$6.00 x Slop SinklLaundry Tray/Drain.....$6.00 x_ Water Heater................... ......$10.00 x_ Outside Water Faucet...................$6.00 x_ Drinking Fountain........................$6.00 x_ Backflow/Grease Trap........... ..$15.00 Water Service..................... ..$15.00 Sewer.......................... ..... ..$15.00 Groundwork... .................. ....$15.00 Septic Tank & Laterals.... ........ $15.00 Lawn Sprinkler System... .........$10.00 Sprin.1der System (Commercial)..$30.00 Ga.s/Wa.ter Piping System (Commercial)..................... ...$50.00 Permit Issuance Fee......... ........$25.00 Cuttent License on File Comment: Total es [j No [j NjA t~q. () 0 bill. PO WHEN PROPERLY VALIDATED IN THIS SPACE) THIS IS YOUR PERMIT Approved By: ~. ~ I'~___ Rev. 2008-10 PL UMBING PERMIT APPLICATION Jurisdiction of City of Blair, Nebraska 218 South 16th Street Blair, Nebraska 68008 Fax (402) 426-4195 (402) 426-4191 ~ Application Date: 1- ;:J 7- oq Job Address I'l, 'r. f."!'\ ,"'~' II t-U v v ,3 \ 3li P 1976 Permit Fee: $ (_tj:) ,t, 0 q lj () / wo.- .At/..R. Zip Owner Comments: Notice I hereby certify that I have read and examined this application and know the same to be true and correct All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date Phone ~ c{//lj~ A"0~i~4d Aj/-tl. o Addition 0 Alteration 0 Repair eplacement l-~,fI (1 !J'1 h Jilt? ~ to bn PLUM ING PERMIT FEES Modular Home............ ... ... ....$50.00 Type of Fixture No. Kitchen............ ................ ..$12.00 x Bath.....Residential/Single Stall $12.00 x_ ............ ...... ..Multi-Stall $25.00 x Rough-In Bath........................ $8.00 x_ Additional Sinks.................... .$6.00 x Slop Sink/Laundry TraylDrain.....$6.00 x_ Water Heater......... ... ... ... .. .....$10.00 x Outside Water Faucet...................$6.00 x Drinking Fountain........................$6.00 x_ Backflow/Grease Trap........ ... ..$15.00 <Wat~..':Sl:f.~~1:.....${~~i I Sewer. . . . . . . .. . . . . . . . . . . .. . .. . .. .. . . .. $15 .00 Groundwork... ... ... ....... ...... ...$15.00 Septic Tank & Laterals............ $15.00 Lawn Sprinkler System.. . .. .. .. ... $1 0.00 Sprinkler System (Commercial)..$30.00 Gas/Water Piping System (Commercial)................. .... ...$50.00 :5. C/O Permit Issuance Fee................ .$25.00 . .tJ 0 Current License on File Comment: Total (J {) .od !Yes 0 No 0 N/A WHEN PROPERL Y VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT I Approved By: 2,':? ,1,. <--]) . I J TJ/~ I Rev. 2008-10 PLUMBING PERMIT APPLICATION Jurisdiction of City of Blair, Nebraska 218 South 16th Street Blair, Nebraska 68008 Fax (402) 426-4195 (402) 426-4191 Application Date: 1- ,;J '1- oq Job Address Owner Comments: Notice I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. P1976 Pelmit Fee: $ c_fj:) . b 0 () lj () 7:, wo.- A t/J . Zip Phone ~ c)?)/ (1tt1h No. Kitchen............................. .$12.00 x_ Bath.....Residential/Single Stall $12.00 x_ ....................Multi-Stall $25.00 x_ Rough-In Bath................. .......$8.00 x_ Additional Sinks.. ........ .......... .$6.00 x Slop Sink/Laundry TraylDrain.....$6.00 x_ Water Heater......... ... ... ..... .....$10.00 x Outside Water Faucet...................$6.00 x_ Drinking Fountain........................$6.00 x_ Backflow/Grease Trap....... ......$15.00 . ,,""100 htl..../. ${~1f oWat-er Set H<.e... .J....if.... Y. r::.... . Sewer........................ ...... ...$15.00 Groundwork...................... ...$15.00 Septic Tank & Laterals... ......... $15.00, Lawn Sprinkler System.......... ..$10.00 Sprinkler System (Commercial)..$30.00 Gas/Water Piping System (Commercial)...... ... ... ..... .......$50.00 -L ,n.au Pelmit Issuance Fee......... ....... .$25.00 .tJ C) Total c5 {) .06 o N/A Current License on File Comment: Yes 0 No WHEN PROPERL Y VALIDA TED (IN THIS SPACE) THIS IS YOUR PERMIT I Approved By: :)> 10 J.,. (.J). J T~ I Rev. 2008-10 CITY OF BLAIR, NEBRASKA Phone 402-426-4191 RECEIVED OF: ADDRESS CITY, STATE, ZIP CODE THANK YOU KEEP THIS COpy FOR YOUR RECORDS. NO RECEIVED BY Pounds Printing, Blair, NE 6800B o l~ - .... 11l N o l>,j o ~ ~ l~ - --... - to,) i0 o o 'Cl "d III ~ - \;J I ! I i I ! I I I I -i ~ ~ ~ r-:"~~ 2. ! 7' 7"~' ~ i I ! I \ ! ~._,..~-",..." ~''''~'''''''''kJi''''"""",, i I r 11' 1tl$" ';:," (\ 23'9' ~ "5.. ~,~ - ',,\ ~) G~ ..4""', ':;}'.. c ~, ,/ ~-.~ i,;. "\' '\" \. ~ 1 \ , - ~,. ',' ~-,... <~..... t 5' ~ '0 g t"" <> <: g. ~ ~ -<=0 ~ ~ o ': - Vl N )0 "Ij ~ g 1}l1 --:-. ~ C - ...... ~ o o . 1,0 'T;j III Il'l ~ r r' " ~ l; ~t2 ! .J) - '" S. \S'7' ~ ~ I I! ~ I 1 j ~~,_\.. ~ 1 i#",,~ ? ~1-""i1 ) ~~~~~~ ! :!i<~"EIo"'~ ~ i r7 ,...,...~"",.,...- "I i I . ,~~.'~"'-"T'" ! /;",...... .+: c G '.... ~ '::~ f "I "I 7'7' ()o#cI ~~. (553 - 033 tf :/~411~J ~ l.schr-oeJer8 oJro11'l~' r ~ 20'5' ~ ... ~ "" ,. I f 11'lrr l' o ~ .., l' (ll <: g. ! T j I ! I i I ! ~ i I i I I I I~ ~~ ; 1--- \-: I I 1 i ~ t 1 I I I J.. ~ ~ v.J ~ ~. It 1 '\ ~-1 ./'i 'J ~ .... ...... VI to,) o ~ ~ I~ I '{ l ,')' - "- ~ o o '0 ~ ~ ~ .; , ) I LJ }; .J {:~< ~ ..~ \ f ;'1 \ J ,( ~ /..~~ .0 }'" " '1.i, ,~~~, U ~, ~ ;. 'f Q b .....,' 't) c-J "..-;} )> ~22 If. " n \ 1---00' ----j I ~ t;! ~ {1 S ! il'~ : ij e~ ~ (tj 1/'( i' '~: -'J I ,-~) , " j :'1" if ~ ~ I:l 0'10' I--- ,.' , , ,", 'j/ '\<:'1 't h.l c \J I,A I)) I \ /) .. 01 j 1 '1 ~/ IJ ,1 ':4 I ! ,j ''/ <- t \ \ 'A < ,Fir 17 (" ,,1 ) ff\ i OO'J.~ : I ~ :\ 11 ,! 11 II ~ II [I \ " I' W , :Jl'a' ; j ~ ~ 12' 12'S' ~ ,.-;~ ~~ ~ &~ V\ , ~ ~ > El C'l Dale Miller From: Sent: To: Subject: Attachments: Phil Green (Blair, NE) Tuesday, January 13, 200910:51 AM Dale Miller; Brenda Wheeler; Brandy Petersen FW: Fox Ridge Apartments Remodel S45C-109011217020 Importance: Low if II From: Lyle Schroeder [mailto:lschroeder@pdromaha.com] Sent: Monday, January 12, 2009 4:09 PM To: Phil Green (Blair, NE) Subject: S45C-109011217020.pdf Importance: Low Here are the drawings of what we are working on. Please call with questions or e-mail me Thank You, Lyle Schroeder Project Manager 3505 South 61st Avenue Circle Omaha, NE 68106 Office: (402) 553-0373 Ext,145 Mobile: (402) 306-0361 Fax: (402) 553-0334 1 PAUL DAVIS RESTORATION "We Restore Lives" 2 o J~ - - 11l N I~ o X c: o ~ I~ - --... - to,) i0 o o 'Cl '"d III 0'Cl ~ - \;J c " 1; ~ gZ2 'lC '" w J ]'.4" J ! ~ , i U3 11' I 11'9'" t 5' 23'9" (\ , -! ( '--,. laq() ~ I ,~ ( ~ .; <5 ui ~ '0 (1l ... ~ -<: :!. ~ " z:JiF> 13 '" I .aZl I .ll I I f I &I t! ~ I I I I I I ! i ~-:.../ ""''''''"''''', , , ! i ( l,: ' rj !:.- &1 '.. L. if 'f'! (\ (( I " IE 1 In -.i:.a----l -.ol.'}- '" b> i ~ l>; , i :. ~ fj I j ;',Cfi. 1 \.." } c.' r i a.oc u ..::: < 1--- ,9.a----l ,.. I ';l (.1 " t' \0 .... ai llll <<l ~ '" o o ~ ...... --. ...... "'j J,'-' P::f ~ Q ~ X o p;.,j o N lfl ...... ~I o o C - l:1 10 i g 1?,1 .- --... .- ~ g 'Cl ~ ~ ~ .- to,) r ~ f ~~ !!. '\ j C. J 29 ." tor I 5'7' -- --- \ ~ 7'7" 11'10' ;D'S' , f ! r-' o ~ .... r-' ~ g. T ! i i ! FIRE.RESIST ANCE.RA TED CONSTRUCTION 6. Where the wall is permitted to have at least 25 percent of the exterior wall areas containing unprotected openings based on fire separation distance as deter- mined in accordance with Section 704,8. 704,11.1 Parapet construction. Parapets shall have the same fire-resistance rating as that required for the support- ing wall, and on any side adjacent to a roof surface, shall have noncombustible faces for the uppermost 18 inches (457 mm), including counterflashing and coping materials, The height of the parapet shall not be less than 30 inches (762 mm) above the point where the roof surface and the wall intersect. Where the roof slopes toward a parapet at a slope greater than two units vertical in 12 units horizontal (16,7-percent slope), the parapet shall extend to the same height as any portion of the roof within a fire separation dis- tance where protection of wall openings is required, but in no case shall the height be less than 30 inches (762 mm). 704.12 Opening protection, Windows in exterior walls required to have protected openings in accordance with other sections of this code or determined to be protected in accor- dance with Section 704,3 or 704.8 shall comply with Section 715,5, Other openings required to be protected with fire door or shutter assemblies in accordance with other sections of this code or determined to be protected in accordance with Section 704.3 or 704,8 shall comply with Section 715.4. Exception: Opening protectives are not required where the building is protected throughout by an automatic splinkler system and the exterior openings are protected by an approved water curtain using automatic sprinklers approved for that use. The sprinklers and the water curtain shall be installed in accordance with Section 903,3,1.1 and shall have an automatic water supply and fire department connec- tion, 704,12,1 Unprotected openings. Where protected open- ings are not required by Section 704, windows and doors shall be constructed of any approved materials. Glazing shall conform to the requirements of Chapters 24 and 26, 704,13 Joints. Joints made in or between exterior walls required by this section to have a fire-resistance rating shall comply with Section 713. Exception: Joints in exterior walls that are permitted to have unprotected openings, 704,13.1 Voids, The void created at the intersection of a floor!ceiling assembly and an exterior curtain wall assem- bly shall be protected in accordance with Section 713.4, 704,14 Ducts and air transfer openings, Penetrations by air ducts and air transfer openings in fire-resistance-rated exterior walls required to have protected openings shall comply with Section 716. Exception: Foundation vents installed in accordance with this code are permitted. 94 SECTION 705 FIRE WALLS 705.1 General. Each portion of a building separated by one or more fire walls that comply with the provisions of this section shall be considered a separate building, The extent and location of such fire walls shall provide a complete separation, Where a fire wall also separates occupancies that are required to be sep- arated by a fITe barrier wall, the most restrictive requirements of each separation shall apply. 705,1.1 Party walls, Any wall located on a lot line between adjacent buildings, which is used or adapted for joint service between the two buildings, shall be constructed as a fire wall in accordance with Section 705, Party walls shall be con- structed without openings and shall create separate build- ings. 705,2 Structural stability. Fire walls shall have sufficient structural stability under fITe conditions to allow collapse of construction on either side without collapse of the wall for the duration of time indicated by the required fire-resistance rat- ing. 705,3 Materials. Fire walls shall be of any approved noncombustible materials, Exception: Buildings of Type V construction, 705.4 Fire.resistance rating, Fire walls shall have a fire-resis- tance rating of not less than that required by Table 705.4. TABLE 705,4 FIRE WALL FIRE-RESISTANCE RATINGS GROUP FIRE-RESISTANCE RATING (hours) A, B, E, H-4, I, R-l, R-2, U 3" F-l, H-3b, H-5, M, S-l 3 H-l, H-2 4b F-2, S-2, R-3, R-4 2 a, Walls shall be not less than 2-hour fire-resistance rated where separating buildings of Type II or V construction, b, For Group R-I, R-2 or H-3 buildings, also see Sections 415.4 and 415.5. 705.5 Horizontal continuity, Fire walls shall be continuous from exterior wall to exterior wall and shall extend at least 18 inches (457 mm) beyond the exterior surface of exterior walls, Exceptions: 1. Fire walls shall be permitted to terminate at the inte- rior surface of combustible exterior sheathing or sid- ing provided the exterior wall has a fire-resistance rating of at least 1 hour for a horizontal distance of at least 4 feet (1220 mm) on both sides of the fire wall. Openings within such exterior walls shall be pro- tected by opening protectives having a fire protection rating of not less than 3/4 hour. 2, Fire walls shall be permitted to terminate at the inte- rior surface of noncombustible exterior sheathing, exterior siding or other noncombustible exterior fin- ishes provided the sheathing, siding, or other exterior noncombustible finish extends a horizontal distance of at least 4 feet (1220 mm) on both sides of the fire wall. 2006 INTERNATIONAL BUILDING CODE@ USE AND OCCUPANCY CLASSIFICATION 308.5 Group 1-4, day care facilities. This group shall include buildings and structures occupied by persons of any age who receive custodial care for less than 24 hours by individuals other than parents or guardians, relatives by blood, malTiage or adoption, and in a place other than the home of the person cared for, A facility such as the above with five or fewer persons shall be classified as a Group R-3 or shall comply with the Interna- tional Residential Code in accordance with Section 101.2. Places of worship during religious functions are not included, 308.5.1 Adult care facility. A facility that provides accom- modations for less than 24 hours for more than five unre- lated adults and provides supervision and personal care services shall be classified as Group 1-4, Exception: A facility where occupants are capable of responding to an emergency situation without physical assistance from the staff shall be classified as Group A - 3, 308.5.2 Child care facility. A facility that provides supervi- sion and personal care on less than a 24-hour basis for more than five children 21/2 years of age or less shall be classified as Group 1-4, Exception: A child day care facility that provides care for more than five but no more than 100 children 21/2 years or less of age, when the rooms where such children are cared for are located on the level of exit discharge and each of these child care rooms has an exit door directly to the exterior, shall be classified as Group E, SECTION 309 MERCANTILE GROUP M 309.1 Mercantile Group M, Mercantile Group M occupancy includes, among others, buildings and structures or a portion thereof, for the display and sale of merchandise, and involves stocks of goods, wares or merchandise incidental to such pur- poses and accessible to the public, Mercantile occupancies shall include, but not be limited to, the following: Department stores Drug stores Markets Motor fuel-dispensing facilities Retail or wholesale stores Sales rooms 309.2 Quantity of hazardous materials, The aggregate quan- tity of nonflammable solid and nonflammable or noncombustible liquid hazardous materials stored or displayed in a single control area of a Group M occupancy shall not exceed the quantities in Table 414,2.4(1), SECTION 310 RESIDENTIAL GROUP R 310.1 Residential Group R. Residential Group R includes, among others, the use of a building or structure, or a portion thereof, for sleeping purposes when not classified as an Institu- tional Group I or when not regulated by the Intemational Resi- 34 dential Code in accordance with Section 101.2. Residential occupancies shall include the following: R-1 Residential occupancies containing sleeping units where the occupants are primarily transient in nature, including: Boarding houses (transient) Hotels (transient) Motels (transient) R-2 Residential occupancies containing sleeping units or more than two dwelling units where the occupants are primarily permanent in nature, including: Apartment houses Boarding houses (not transient) Convents Dormitories Fraternities and sororities Hotels (nontransient) Monasteries Motels (nontransient) Vacation timeshare properties Congregate living facilities with 16 or fewer occu-I pants are permitted to comply with the construction requirements for Group R-3. R-3 Residential occupancies where the occupants are pri- marily permanent in nature and not classified as Group R-l, R-2, R-4 or I, including: Buildings that do not contain more than two dwelling II units, Adult facilities that provide accommodations for I five or fewer persons of any age for less than 24 hours. Child care facilities that provide accommodations for five or fewer persons of any age for less than 24 hours, Congreg,(e I;ving fao;I;ti" w;th 16 n,few" pernon,. I Adult and child care facilities that are within a sin- gle-family home are permitted to comply with the International Residential Code, R-4 Residential occupancies shall include buildings alTanged for occupancy as residential care/assisted liv- ing facilities including more than five but not more than 16 occupants, excluding staff. Group R-4 occupancies shall meet the require- ments for construction as defmed for Group R-3, except as otherwise provided for in this code, or shall comply with the International Residential Code, 310.2 Definitions, The following words and terms shall, for the purposes of this section and as used elsewhere in this code, have the meanings shown herein. BOARDING HOUSE. A building arranged or used for lodg- ing for compensation, with or without meals, and not occupied as a single-family unit. 2006 INTERNATIONAL BUILDING CODE@ [F] 903.2.3.1 Woodworking operations, An automatic sprinkler system shall be provided throughout all Group F-1 occupancy fire areas that contain woodworking operations in excess of 2,500 square feet (232 m2) in area which generate finely divided combustible waste or use finely divided combustible materials, [F] 903.2.4 Gronp H. Automatic sprinkler systems shall be provided in high-hazard occupancies as required in Sec- tions 903.2.4.1 through 903,2.4.3, [F] 903,2.4.1 General. An automatic sprinkler system shall be installed in Group H occupancies, [F] 903,2.4.2 Group H-5, An automatic sprinkler sys- tem shall be installed throughout buildings containing Group H-5 occupancies, The design of the sprinkler sys- tem shall not be less than that required by this code for the occupancy hazard classifications in accordance with Table 903,2.4.2. Where the design area of the sprinkler system consists of a con-idor protected by one row of sprinklers, the maximum number of sprinklers required to be calculated is 13. [F) TABLE 903,2.4,2 GROUP H-5 SPRINKLER DESIGN CRITERIA OCCUPANCY HAZARD CLASSIFICATION LOCATION Fabrication areas Service corridors 2 2 2 Corridors I [F] 903,2.4,3 Pyroxylin plastics. An automatic sprin- kler system shall be provided in buildings, or portions thereof, where cellulose nitrate film or pyroxylin plastics are manufactured, stored or handled in quantities exceeding 100 pounds (45 kg), [F] 903.2,5 Group J, An automatic sprinkler system shall be provided throughout buildings with a Group I fire area, Exception: An automatic sprinkler system installed in accordance with Section 903.3.1.2 or 903.3.1.3 shall be allowed in Group I-I facilities. [F] 903.2,6 Group M. An automatic sprinkler system shall be provided throughout buildings containing a Group M occupancy where one of the following conditions exists: 1. Where a Group M fire area exceeds 12,000 square feet (1115 m2); 2, Where a Group M fire area is located more than three stories above grade plane; or 3, Where the combined area of all Group M fire areas on all floors, including any mezzanines, exceeds 24,000 square feet (2230 m2). [F] 903,2.6,1 High-piled storage. An automatic sprin- kler system shall be provided in accordance with the International Fire Code in all buildings of Group M where storage of merchandise is in high-piled or rack storage an-ays. 2006 INTERNATIONAL BUILDING CODE@ FIRE PROTECTION SYSTEMS [F] 903.2,7 Group R. An automatic sprinkler system installed in accordance with Section 903.3 shall be provided throughout all buildings with a Group R fire area, [F] 903.2.8 Group S-l. An automatic sprinkler system shall be provided throughout all buildings containing a Group S-l occupancy where one of the following conditions exists: 1. A Group S-l fire area exceeds 12,000 square feet (1115 m2); 2, A Group S-l fire area is located more than three sto- ries above grade plane; or III 3, The combined area of all Group S-l fire areas on all floors, including any mezzanines, exceeds 24,000 square feet (2230 m2), [F] 903.2.8,1 Repair garages. An automatic sprinkler system shall be provided throughout all buildings used as repair garages in accordance with Section 406, as shown: 1. Buildings two or more stories in height, including basements, with a fire area containing a repair garage exceeding 10,000 square feet (929 m2). 2, One-story buildings with a fire area containing a repair garage exceeding 12,000 square feet (1115 m2). 3, Buildings with a repair garage servicing vehicles parked in the basement. [F] 903.2.8,2 Bulk storage of tires. Buildings and struc- tures where the area for the storage of tires exceeds 20,000 cubic feet (566 m3) shall be equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1. [F] 903.2.9 Group S-2. An automatic sprinkler system shall be provided throughout buildings classified as enclosed parking garages in accordance with Section 406.4 or where located beneath other groups, Exception: Enclosed parking garages located beneath Group R-3 occupancies, [F] 903.2.9,1 Commercial parIdng garages, An auto- matic sprinkler system shall be provided throughout buildings used for storage of commercial trucks or buses where the fire area exceeds 5,000 square feet (464 m2), [F] 903,2.10 Windowless stories in aU occupancies, An automatic sprinkler system shall be installed in the locations set forth in Sections 903.2.10.1 through 903,2.10,1.3, Exception: Group R-3 and Group U, [F] 903.2.10.1 Stories and basements without open- ings, An automatic sprinkler system shall be installed throughout every story or basement of all buildings where the floor area exceeds 1,500 square feet (139.4 m2) and where there is not provided at least one of the follow- ing types of exterior wall openings: 1. Openings below grade that lead directly to ground level by an exterior stairway complying with Sec- tion 1009 or an outside ramp complying with Sec- tion 1010. Openings shall be located in each 50 175 '<;f" N CI) :::J ...J fox '<;f" N CI) :::J ...J /2/dj"U (z;) pal!eN ~f=~ z (6) gr pal!eN 1:l ~ '(ii z It II L' ..y ,I I ii I.! (") N ~ -, -, -, 0-0- z; o-o-z; ~ ~ '" ~ :::::: "'1" N ~ ~ "d,....,"'1"~ ~ ro~~N .... Ooo..}..} ~<::':::i ~'ClNN ~ ::: ~ €~ \0 ~ ~ .... ;;;;:: ;:l Z N g U::::t <::':::i 8 -g~~ ::: .s! U :; ~..i:: ><i ~M '" p.,CIl ;;:..~ ...... f.I.. ~ ~ o-o-z; o-o-z; o-o-z; Z 01- I-z <(WL{)I- 0:::~0:J 01-00 1-0:::1 Cf.)<(~~ wQ..co...J 0:::<(0Cf.) 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N .->< 9-005 DAVIS GR1 MONO HIP Wed Jan 07 15:22:022009 Page 1 Job Truss Truss Type Advanced Building & Components, Inc., Mead, NE 68041, Scott Rowell -2-6-0 2-6-0 4-9-6 4-9-6 8-3-12 3-6-6 16-3-0 7-11-4 24-2-4 7-11-4 Scale = 1:43 6x8::::: 11 2x411 5 5x6= 6 4.00 If2 2x4~ ~ 81 10 12 13 14 LUS24 8 6x16MT18H= LUS24 15 lUS24 16 LUS24 17 lUS24 3x8 II lUS24 5x6= 6xe::;;: 5x10 MT18H::::: LUS24 THJA26 LUS24 0-5-8(0-2-5) 0-3-8(0.2-13) 8-3-12 8-3-12 Plate Offsets X Y: 2:0-4-00-0-4 10:0-3-80-3-0 LOADING (psI) TCLL 30.0 TCDL 10,0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr NO Code IRC2006fTPI2002 CSt TC 0.88 BC 0.45 WB 0.87 (Matrix) 16-3-0 24-2-4 7-11-4 7-11-4 DEFL in (lac) I/defi Lid PLATES GRIP Vert(LL) -0.29 8-10 >980 240 MT20 197/144 Vert(TL) -0,58 8-10 >497 180 MT18H 197/144 Horz(TL) 0,05 7 n/a n/a Weight: 236 Ib LUMBER TOP CHORD 2 X 4 SPF NO.2 'Except* T2: 2 X 4 SPF 1650F 1.4E BOT CHORD 2 X 6 SYP 2400F 2.0E WEBS 2 X 4 SPF No,2 REACTIONS (Ib/slze) 7~3239/0-3-8, 2~2666/0-5-8 Max Horz2~1 02(LC 7) Max Uplift7~-637(LC 7), 2~-528(LC 8) Max Grav7~3586(LC 13), 2~2975(LC 2) BRACING TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purllns, except end verticals, and 2-0-0 oc purllns (4-6-8 max.): 4-6, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 6 FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2~0/85, 2-3~-7630/1288, 3-4~-7584/1305, 4-11~-7158/1287, 5-11~-7161/1287, 5-6~-7158/1286, 6-7~-2652/502 BOT CHORD 2-10~-1253/7134, 10-12~-1244/7129, 9-12~-1244/7129, 9-13~-124417129, 13-14~-1244/7129, 8-14~-1244/7129, 8-15~-95/448, 15-16~-95/448, 16-17~-95/448, 7-17~-95/448 WEBS 3-10~-146/427, 4-10~-232/1832, 4-8~-336/177, 5-8~-816/235, 6-8~-123717080 NOTES 1) 2-ply truss to be connected together with 12d (0.131 "x3.25") nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc clinched. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-7-0 oc clinched. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc clinched. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL~6.0psf; BCDL~6,Opsf; h~25ft; Cat. II; Exp B; partially; MWFRS (low-rise) gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL~1.33 plate grip DOL~1.33 5) TCLL: ASCE 7-05; Pr=30,O psf (roof live load: Lumber DOL~1.15 Plate DOL~1.15); Pg~30.0 psf(ground snow); Pf~20.8 psf (fiat roof snow: Lumber DOL~1.15 Plate DOL~1.15); Category II; Exp B; Fully Exp.; Ct~1.1, Lu~50-0-0 6) Unbalanced snow loads have been considered for this design. 7) This truss has been designed for greater of min roof live load of 16,0 psf or 2,00 times fiat roof load of 20.8 psf on overhangs non-concurrent with other live loads, 8) Provide adequate drainage to prevent water pondlng. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 10) All plates are MT20 plates unless otherwise indicated. 11) Two H2,5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift atjt(s) 7 and 2. 12) This truss is designed in accordance with the 2006 International Residential Code sections R502,11.1 and R802.1 0.2 and referenced standard ANSlfTPI1. 13) Design assumes 4x2 (fiat orientation) purtins at oc spacing indicated, fastened to truss TC w/ 2-1 Od nails, 14) Use Simpson Strong-Tie THJA26 (THJA26 on 2 ply, Right Hand Hip) or equivalent at 8-4-2 from the left end to connect truss(es) J5 (1 ply 2 X 4 SPF), H1 (1 ply 2 X 4 SPF) to back face of bottom chord. 15) Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 10-4-8 from the left end to 24-0-8 to connect truss(es) J5 (1 ply 2 X 4 SPF) to back face of bottom chord. 16) Fill all nail holes where hanger is in contact with lumber. LOAD CASEIS) Standard 1) Snow: Lumber Increase~1,15, Piate Increase~1.15 Uniform Loads (pll) Vert. 1-4~-62 4-6~-62 2-7~-20 Concentrat~d Loads (Ib) , Vert: 7~-329(B) 10~-1159(B) 8~-329(B) 12~-329(B) 13~-329(B) 14~-329(B) 15~-329(B) 16~-329(B) 17~-329(B) Job 9-005 DAVIS H1 MONO TRUSS Wed Jan 07 15:22:032009 Page 1 Truss Truss Type Advanced Building & Components, Inc., Mead, NE 68041, Scott Rowell -3-6-7 3-6-7 6-2-3 6-2-3 11-7-9 5-5-6 Scale:112"=.1' 3x6 II 4 Nailed Nalled3x4-:::: ~ W3 W2 SUL24 10 SUR24 5)(6= Q-7-12{O-HO) 6-2-3 6-2-3 11-7-9 5-5-6 Plate Offsets X,Y: 2:0-3-13,0-1-8 lOADING (pst) TCll 30.0 TCDl 10.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1,15 Rep Stress Incr NO Code IRC2006ITPI2002 CSI TC 0.89 BC 0.97 WB 0.68 (Matrix) DEFl Vert(LL) Vert(TL) Horz(TL) In (lac) -0.13 5-6 -0,27 5-6 0.03 5 Ildeft >999 >490 nla Lid 240 180 nla PLATES GRIP MT20 197/144 Weight: 65 Ib lUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF 1650F 1.4E WEBS 2 X 4 SPF NO.2 OTHERS 2 X 4 SPF No,2 LBR SCAB 1-3 2 X 4 SPF No.2 both sides BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purllns, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 5=779/Mechanlcal,2=866/0-7-12 Max Horz2=1 01 (LC 7) Max Upllft5=-142(LC 8), 2=-240(LC 6) Max Grav5=861(LC 2), 2=1037(LC 2) FORCES (Ib) - Maximum CompressionlMaximum Tension TOP CHORD 1-2=0/79 2-8=-1569/208 7-8=-1493/217 3-7=-14721224 3-4=-250/59 4-5=-197/89 BOT CHORD 2-9=-233/1445,6-9=-233/1445, 6-10=-233/1445, 5-10=-233/1445 ' WEBS 3-6=0/424,3-5=-1293/211 NOTES 1) Attached 10-5-7 scab 1 to 3, both face(s) 2 X 4 SPF NO.2 with 1 row(s) of 12d (O,131"x3.25") nails spaced 9" o.c.except: starting at 2-11-4 from end at joint 1, nail 1 row(s) at 7" o,c, for 2-0-0. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; partially; MWFRS (low-rise) gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-05; Pr=30,O psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=30.0 psf (ground snow); Pf=20.8 psf (ftat roof snow: Lumber DOL=1.15 Plate DOL=1,15); Category II; Exp B; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of mln roof live load of 16,0 psf or 2,00 times ftat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 6) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections, 8) Provide mechanical connection (by olhers) of truss to bearing plate capable of withstanding 142 Ib uplift at joint 5, 9) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift atjt(s) 2. 10) This truss Is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.1 0.2 and referenced standard ANSIITPI1. 11) Use Simpson Strong-Tie SUL24 (4-10d Girder, 4-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 8-10-11 from the left end to connect truss(es) J3 (1 ply 2 X 4 SPF) to front face of bottom chord, skewed 45.0 deg,to the left, sloping 0.0 deg. down. 12) Use Simpson Strong-Tie SUR24 (4-10d Girder, 4-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 8-10-11 from the left end to connect truss(es) J3 (1 ply 2 X 4 SPF) to back face of bottom chord, skewed 45.0 deg,to the right, sloping 0,0 deg. down. 13) Fill all nail holes where hanger is in contact with lumber. 14) "Nailed" Indicates 3-10d or 2-12d common wire toe-nails. For more details refer to MiTek's ST-TOENAIL Detail. 15) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B), lOAD CASE(S) Standard 1) Snow: Lumber Increase=1.15, Plate Increase=1,15 Uniform Loads (pit) Vert: 1-4=-62, 2-5=-20 Concentrated Loads (Ib) Vert: 3=-31(F=-15, B=-15) 6=-39(F=-19, B=-19) 9=1(F=1, B=1) 10=-429(F=-214, B=-214) 9-005 DAVIS J1 JACK Wed Jan 07 15:22:032009 Page 1 Job Truss Truss Type Advanced Building & Components, Inc., Mead, NE 68041, Scott Rowell -2-6-0 2-6-0 2-1-3 2-1-3 -2-1 ~ -1-8 cale"'1:7 4.00112 1 T1 81 2x4::o: 0-5-8(0-1-8) LOADING (psf) TCll 30,0 TCDl 10.0 BCll 0.0 BCDl 10.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr NO Code IRC2006fTPI2002 CSI TC 0.81 BC 0.04 WB 0.00 (Matrix) 2-2-11 2-2-11 DEFL in (Ioc) I/deft Ud PLATES GRIP Vert(ll) -0.00 2 >999 240 MT20 197/144 Vert(Tl) -0,00 2-4 >999 180 Horz(Tl) -0,00 3 nla n/a Weight: 8 Ib LUMBER TOP CHORD 2 X 4 SPF 1650F 1.4E BOT CHORD 2 X 4 SPF No.2 BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 2-2-11 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=-71/Mechanical, 2=370/0-5-8, 4=19/Mechanlcal Max Horz2=63(lC 6) Max Uplift3=-194(lC 12), 2=-165(lC 6) Max Grav3=40(LC 6), 2=531 (lC 12), 4=39(LC 5) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/78,2-5=-89/8,3-5=-83/14 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-05; 90mph; TCDl=6,Opsf; BCDl=6.0psf; h=25ft; Cat. II; Exp B; partially; MWFRS (low-rise) gable end zone; cantilever left and right exposed; end vertical left and right exposed; lumber DOl=1.33 plate grip DOL=1,33 2) TCll: ASCE 7-05; Pr=30.0 psf (roof live load: lumber DOl=1.15 Plate DOl=1.15); Pg=30.0 psf (ground snow); Pf=20,8 psf (ftat roof snow: lumber DOl=1.15 Plate DOl=1.15); Category II; Exp B; Fully Ex Ct=1.1 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 ftat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for Iruss to truss connections, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 194 Ib uplift at joint 3, 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift atjt(s) 2. 9) This truss is designed In accordance with the 2006 International Resldenlial Code sections R502.11.1 and R802,1 0,2 and referenced standard ANSlfTPI1. LOAD CASE(S) Standard Job Truss Truss Type Wed Jan 07 15:22:042009 Page 1 9-005 DAVIS J2 JACK Advanced Building & Components, Inc., Mead, NE 68041, Scott Rowell -2-6-0 2-6-0 4-1-3 4-1-3 412-11 0-1-8 Se =1:10. 4.00[12 T1 ~ 61 2x4= 0-5-8(0-1-8) LOADING (psf) TCll 30.0 TCDl 10.0 BCll 0.0 BCDl 10.0 SPACING 2-0-0 Plates Increase 1.15 lumber Increase 1.15 Rep Stress Incr NO Code IRC2006fTPI2002 CSI TC 0.81 BC 0.18 WB 0.00 (Matrix) 4-2-11 4-2-11 DEFL in (lac) I/defl Ud PLATES GRIP Vert(ll) -0,01 2-4 >999 240 MT20 197/144 Vert(Tl) -0.04 2-4 >999 180 Horz(Tl) -0.00 3 n/a nfa Weight: 13 Ib LUMBER TOP CHORD 2 X 4 SPF 1650F 1.4E BOT CHORD 2 X 4 SPF No.2 BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 4-2-11 oc purlins, Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=57/Mechanical, 2=385/0-5-8, 4=39/Mechanlcal Max Horz2=90(lC 6) Max Upilft3=-63(lC 12), 2=-139(lC 6) Max Grav3=75(lC 3), 2=488(lC 2), 4=79(lC 5) FORCES (Ib) - Maximum Compression/Maximum Tension ~g~ g~g~g i:~:~708, 2-5=-79/0, 3-5=-41/16 NOTES 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDl=6.0psf; h=25ft; Cat. II; Exp B; pariially; MWFRS (low-rise) gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1,33 2) TCLL: ASCE 7-05; Pr=30.0 psf (roof live load: Lumber DOL=1,15 Plate DOL=1.15); Pg=30,O psf (ground snow); Pf=20.8 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1,15); Category II; Exp B; Fully Ex Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of mln roof live load of 16.0 psf or 2,00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 Ib uplift at joint 3, 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift atjt(s) 2. 9) This truss Is designed in accordance with the 2006 International Residential Code sections R502.11,1 and R802.10.2 and referenced standard ANSlfTPI1. LOAD CASEIS) Standard Job Truss Truss Type Wed Jan 07 15:22:042009 Page 1 9-005 DAVIS J3 JACK Advanced Building & Components, Inc., Mead, NE 68041, Scott Rowell -2-6-0 2-6-0 6-2-11 6-2-11 Sca!e=1:13, 2x4 II 4.00[12 W1 T1 ~ B1 2)(4= 2x411 Q..5-8(o-1-8) LOADING (psI) TCll 30.0 TCDl 10.0 BCll 0,0 BCDl 10.0 SPACING 2-0-0 Plates Increase 1.15 lumber Increase 1.15 Rep Stress Incr NO Code IRC2006fTPI2002 CSI TC 0.55 BC 0.22 WB 0.00 (Matrix) 6-2-11 6-2-11 DEFL in (Ioc) I/deft l/d PLATES GRIP Vert(ll) -0.05 2-4 >999 240 MT20 197/144 Vert(Tl) -0.12 2-4 >571 180 Horz(Tl) 0.00 4 n/a n/a Weight: 20 Ib LUMBER TOP CHORD 2 X 4 SPF 2400F 2.0E BOT CHORD 2 X 4 SPF 2400F 2.0E WEBS 2 X 4 SPF No.2 BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/slze) 4=199/Mechanical,2=446/0-5-8 Max Horz2=83(lC 7) Max Uplift4=-30(lC 8), 2=-149(lC 6) Max Grav4=242(lC 2), 2=562(lC 2) FORCES (I b) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/78,2-5=-95/0, 3-5=-35/46, 3-4=-183/65 BOT CHORD 2-4=-4/26 NOTES 1) Wind: ASCE 7-05; 90mph; TCDl=6.0psf; BCDl=6.0psf; h=25ft; Cat. II; Exp B; partially; MWFRS (low-rise) gable end zone; cantilever left and right exposed; end vertical left and right exposed; lumber DOt.=1.33 plate grip DOl=1.33 2) TCll: ASCE 7-05; Pr=30.0 psf (roof live load: lumber DOl=1.15 Plate DOL=1.15); Pg=30.0 psf (ground snow); Pf=20,8 psf(ftat roof snow: lumber DOl=1.15 Plate DOl=1.15); Category II; Exp B; Fully Ex Ct=1,1 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 ftat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30 Ib uplift at joint 4. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift atjt(s) 2. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.1 0.2 and referenced standard ANSlfTPI 1. lOAD CASE(S} Standard 9-005 DAVIS MONO TRUSS Wed Jan 07 15:22:042009 Page 1 Job Truss Type Advanced Building & Components, Inc" Mead, NE 68041, Scott Rowell -2-6-0 2-6-0 4-4-10 4-4-10 8-3-12 3-11-2 Scale=1:17. 2x4 II 4 2x4::::: 4.00112 W2 T1 ~ 81 3x4::::; 3x4::::. 0-5-8(0-1-8) LOADING (psf) TCLL 30.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code IRC2006ITPI2002 CSI TC 0.70 BC 0.38 WB 0.13 (Matrix) 8-3-12 8-3-12 DEFL in (lac) Ildeft Ud PLATES GRIP Veri(LL) -0.17 2-5 >572 240 MT20 197/144 Veri(TL) -0.42 2-5 >229 180 Horz(TL) 0,00 5 nla nla Weight: 30 Ib LUMBER TOP CHORD 2 X 4 SPF 1650F 1.4E BOT CHORD 2 X 4 SPF 2400F 2,OE WEBS 2 X 4 SPF No.2 BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purllns, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) 5=295/Mechanical,2=521/0-5-6 Max Horz2=106(LC 7) Max Upllft5=-55(LC 6), 2=-156(LC 6) Max Grav5=359(LC 2), 2=653(LC 2) FORCES (Ib) - Maximum Compresslon/Maximum Tension TOP CHORD 1-2=0/76,2-3=-464/133,3-4=-57/35,4-5=-142/46 BOT CHORD 2-5=-143/366 WEBS 3-5=-410/166 NOTES 1) Wind: ASCE 7-05; 90mph; TCDL=6,Opsl; BCDL=6.0psl; h=25ft; CaL II; Exp B; pariially; MWFRS (low-rise) gable end zone; cantilever left and right exposed; end verilcalleft and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-05; Pr=30.0 psI (rool live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=30.0 psI (ground snow); PI=20.6 psI (ftat rool snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered lor this design. 4) This truss has been designed lor greater 01 min rool live load 01 16.0 psI or 2.00 times ftat rool load 0120.6 psI on overhangs non-concurrent with other live loads, 5) This truss has been designed lor a 10.0 psI bottom chord live load nonconcurrent with any other live loads, 6) ReIer to girder(s) lor truss to truss connections. . 7) Provide mechanical connection (by others) 01 truss to bearing plate capable 01 withstanding 55 Ib uplift at joint 5. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift at jt(s) 2. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R602.10.2 and relerenced standard ANSIITPI1. LOAD CASE(S) Standard Job Truss Truss Type Wed Jan 0715:22:042009 Page 1 9-005 DAVIS T1 MONO HIP Advanced Building & Components, Inc., Mead, NE 68041, Scott Rowell -2-6-0 2-6-0 5-6-6 5-6-6 10-3-12 4-9-6 17-3-0 6-11-4 24-2-4 6-11-4 Sca)e=1:43.3 6x8= 2x4 II 5x8= 5 4.00 ]l2 2x4-':::- W3 W5 v 11 ~ ~ 10 9 8 5x6= 3x4= 3x4= 6x8= 3x4 II D-5-.a{0+24) 0-3-8(0-2-0) 10-3-12 10-3-12 17-3-0 6-11-4 24-2-4 6-11-4 Plate Offsets X,Y: 2:0-2-7 Ed e LOADING (psI) TCLL 30.0 TCDL 10.0 BCLL 0,0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Slress Incr NO Code IRC2006ITPI2002 CSI TC 0.86 BC 0.97 WB 0.51 (Matrix) DEFL Vert(LL) Vert(TL) Horz(TL) in (lac) -0.24 2-10 -0.64 2-10 0.08 7 Ildeft >999 >445 nla Lid 240 180 nla PLATES GRIP MT20 197/144 Weight: 92 Ib LUMBER TOP CHORD 2 X 4 SPF 1650F 1.4E 'Except' T2: 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF NO.2 WEBS 2 X 4 SPF NO.2 REACTIONS (Ib/size) 7=962/0-3-8,2=1149/0-5-8 Max Horz2=126(LC 7) Max Uplift7=-177(LC 7), 2=-240(LC 8) Max Grav7=1259(LC 13), 2=1427(LC 14) BRACING TOP CHORD Slructural wood sheathing direclly applied or 3-11-2 oc puriins, except end verticals, and 2-0-0 oc puriins (3-4-9 max.): 4-6. BOT CHORD Rigid ceiling direclly applied or 9-6-0 oc bracing. JOINTS 1 Brace at Jt(s): 6 FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/782-11=-2707/3273-11=-2627/345 3-4=-22481280 4-5=-1876/301 5-6=-1872/2996-7=-1179/212 BOT CHORD 2-10=-367/2481,9-10=-27512077,8-9=-275/2077,7-8=-20/114 ' , WEBS 3-10=-624/180,4-10=0/418,4-8=-483/55, 5-8=-739/209, 6-8=-285/1962 NOTES 1) Unbalanced roof live loads have been considered lor this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psl; BCDL=6,Opsl; h=25ft; Cat. II; Exp B; partially; MWFRS (low-rise) gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1,33 3) TCLL: ASCE 7-05; Pr-30,O psi (rool live load: Lumber DOL=1,15 Plate DOL=1.15); Pg=30.0 psi (ground snow); PI=20.8 psi (ftat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp,; Ct=1,1, Lu=50-0-0 4) Unbalanced snow loads have been considered lor this design. 5) This truss has been designed lor greater 01 min roof live load 01 16.0 psi or 2.00 times ftat roof load of 20,8 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift atjt(s) 7 and 2. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.1 0.2 and referenced standard ANSilTPI 1. 10) Design assumes 4x2 (ftat orientation) purllns at oc spacing indlceted, fastened to truss TC wi 2-1 Od nails. LOAD CASE(S) Standard ..,----- --, --~- -~. - ---.. ~,-__. .,........- ~7,.-.c- ."-=-"=_~_.~_..,~~~ .T"~1S=',-c:"'~'.","" .,........) . , // ,~ CITY OF BLAIR 0 W ASHlNGTON COUNTY _~. 0 OTHER LOCATION OF INSPECTION' .~.::;? / / /(/ (jVJ /~;c/e:: " NAME OF OWNER' /:;; )( /(11)&:0 ~ )~I!j /.<5 . CONTRACTOR' /?/r'llL L Z) /-7 (/1 t;.'J 1/:it'2{;;;;}i21! 0::) DATE INSPECTION REQUESTED' / /~'5'-/C) 7' TlMEINSPECTIONREQUES~t~(/U fr~~"$/ PERMIT NO' I . /' TYPE OF INSPECTION REQUESTED: I2l CONFERENCE ,=='= BUILDING: 0 FOOTING tJ DECK FOOTING 0 FRAMING 0 DRYWALL 0 FINAL 0 PARTIAL BUILDING INSPECTION REPORT 1-.;/ t:L 4tJOl~:J:J~ -&:;Y ra / o STATUS CHECK PASSED FAILED o 0 COMMENTS: ~~~~"'l'l ':::='"~~~''''''''''''~~~....l'&t.~~=-~'t:.~ UTILITIES: 0 SEWER TAP 0 SEWER 0 SEPTIC 0 WATER TAP 0 REMOTE 0 WATER SERVICE o PARTIAL PASSED FAILED o 0 COMMENTS: ---~~"""""-7-~~~_ ~~~~~~~TI:Z."\! ELECTRICAL: 0 ROUGH IN 0 FINAL 0 PERMANENT SERVICE 0 TEMPORARY SERVICE 0 PRECOmmCT o PARTIAL PASSED FAILED o 0 COMMENTS: ~_""""....~7fti" .~~~~~~~~ MECHANICAL:D ROUGH-IN 0 NC 0 FURNACE 0 RADlANTHEAT 0 FINAL 0 PARTIAL PASSED FAILED o 0 COMMENTS: PLUMBING: 0 GROUNDWORl): D ROUGH-IN 0 FINAL 0 WATER METER INSTALLED 0 PARTIAL o PRESSURE TES:r COMMENTS: , . . '.... -. ~~~---;: -,~~~""""""",_.. o OCCUPANCYG~Ef> rncONlihI9~AibCCPPA.NCYGll:ANtED - ..,' """ : NOTES/REMARKS' ,', 7/idiX:[' '7615:. << . be;t;jtzW (--LJU it's - ~ "'-""". ,. ~ PASSED FAlLED o 0 ':f' A//~ fiR! ~~ ;'J/fb47Jj'i, ,;'i'-\ ,~;''--:<,i;<';;::O', "... ;,:\:..,~'"i~ ',~, - ~. -' . ~~~ 'in ~f IJ ~ .f::; .......JJ~ ., -".- ..." - :~ (ft2-$ ~ cAE~~~1 ''-.- .-' ". ~.' '.<. -'. ---.- !t12al&J {CF .' '\~ -,,', oJ; :- ;,:j,~~ ';~~";",~ ~,.-,;;,,;.;.,.;- ",. .,.... ,; .' " 'r.." . ' .". ,,'.', c,":"',' :, ,-,-,t/,~~ ,i:~, '~J~':I :;,.~'" ." 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NAME o'F o'WNER' i-zrY. /,-.,J c> q.J; II' DATE INSPECTION REQUESTED' ,';.:?f/- ,,4 "~()'] D WASHINGTON COUNTY C/'L!t.) o o'THER t I ~ ,()~",)I. :;:{,J i,1./(".{ ~" Ii) -; Co'NTRACTo'R' l~C?;tL/ a \ ., /\ ~ I'" j..-;..J ..L. r.:r i/ ",b,or 7? jvC PERMIT No" I .''') I ") J " ,:) ,~UJ TIME INSPECTIo'N REQUESTED' COMMENTS: o CONFERENCE STATUS CHECK tJD~PA~~ WATER TAP D REMo'TE 0 WATER SERVICE PASSED FAILED ' o 0 TYPE OF INSPECTION REQUESTED: - BUILDING: 0 ., Fo'o'TING 0 DECK Fo'o'TING UTILITIES: 0 SEWER TAP 0 SEWER 0 SEPTIC D O. PARTIAL ~" COMMENTS: ELECTRICAL: 0 o ~~~~~A~ 0 FINAL 0 PERMANENT SERVICE P . TEMPO~ SERV~CED PRECO""ECf /, . ~ ,~. -~ Ro'UGH-IN 0 AlC 0 FURNACE 0 RADIANT HEAT 0 FINAL 0 PARTIAL PASSED FAILED DO COMMENTS: MECHANICAL: D COMMENTS:' PLlJl\1BING: 0 'QRo'UNDWo'RI( D.Ro'UGH-IN D FINAL 0 WATERMETERINSTALLED 0 PARTIAL o PRESSURE TEST COMMENTS: . .'" . .,::'Cc.;, o " OCCUP~;GRANTE]jOJ':'coNpiT~~~~9~9UPANty@i~TED , _.~"* f2J$rL:if& ,~~ PASSED FAILED . o D ~. ? I \-_, ,.,.,,.,, ,. / C-'\ ,':;'I (]''C- .(7trI/: c. J1 -;q".'tt7/7 r- . '/ t... / 1;2;0 f<L-- ~ ,I L../I/ O/l'l /1 t /1 l..-' /tbcx"~ ~ " ....~ ..I"-~ J. ~- -- ,. ..... . ' I ~, ~ 11 - , - , - - , . -- , , . 0"" .,!'''.:c ' -. r""l._ '?- , . . ~ - . , .'#' l t ",/ . . "\ ;.::~ f'~' .~ . ,.",., , . "i j . . . ..... '... Q.' .. , - l" . . . I J . k~.: t- . - .. . . . l - . . 'r ":J , 0 ~, r t... '" '.f':. - I ~ , ,.- -' ~ - .". \ '" , I BUILDING INSPECTION-REPORT ) ,,.,r g",CITY OF BLAIR o WASHINGTON COUNTY o OTHER LOCATION OF INSPECTION' 94ko ZatJa "'---_.L! 2/ ' /2 j , NAME OF OWNER' 7-u)L. /f:: I d ?L-f~ /7)0 T . CONTRACTOR' -' {t I DATE INSPECTION REQUESTED- c:?1. c/.&;:- oj TIME INSPECTION REQUESTED' JY :j? ,\ . , OytlJl~ / Ja f/J~~ II: (JO /:? 11.1 'PERMIT NO' 1:'</2/- I ~..J "-.-,,) {p TYPE OF INSPECTION REQUESTED: _~~~ -0 FOOTIN~D'~~;Z;;~~G 0 DRYWALL t . D CONFERENCE th 0 PARTIAL . I o STATUS CHECK COlv1MENTS:, P~ED ~ - - . - . UTThITIEs: . D. SEWER TAP 0 SEWER 0 SEPTIC 0 WATER TAP 0 REMOTE D WATER SERVICE PASSED' FAI.J,;ED o PARTIAL 0 [J COMMtlNTS: ~ . , . . ~~~..............,......_~~~ .....~~~~~. EL:ECt~ICAL: ~ROUGH IN 0 FINAL 0 PERMANENT SERVICE 0 TEMPORARY SERVICE 0 PRECONNECT / " 0 "PARTIAL ...............-=~-~.~...~.,..,~~~~ COMMENTS, ~~....,..~~~~ ~~""""~~~=-"-=10:.~~~ MECHANIGALtb1SJWUGH-INO AlC 0 FURNACE D RADIANTHEAT 0 FINAL 0 PARTIAL P~FAJ:LED' .' ;a ,0 .~fii;~l~~~~~~w 0 FIN~~~~~ .: ~6~:~1c~;PCO~;;:1~1-:;- ..>,,- . ,,"'-,",.:'--, "'0':~,:~ L..--' ,- ~ ~-' ,..,:,' , .,~, .~..; 3;:~;. " . () (0-' ? .-.'.T'C::,..;:_,".' ~~. . ~-' :. ~,~:,. .~, ~ ' ',' ." . - . -- .- '--I .. -- - ,- - , - -.... ..~-' .- - -- - . or' - .~ - . ~.... ~ ~.- . r -- ..c,...--"..,.- - 1 , . [II , I " . I j. t " I I :. L 1- I I . . I .#& j / - ........ . . '. / ., ~ / :'" ~;II ~_ "'.to ,- /.~.'--. .' I' "" . f , ~'~""~--~......".~'- -:""~""C"""""'~~~"'-'O'_""""'-"<'~"~"~-=_~.~..~-,.,.'?>";,.,.,...,.,..",..,.,..~...~---;'"";f~~.~.~.:~"_l!'c,"",,,,,_"",""r~,~~"""",~,~"~~"=~"...,_,.~__...__"",,,.~,.,,,~,,.~,~ / I 91 CITY OF BLAIR 0 W ASHlNGTON COUNTY 0 OTHER LOCATION OF INSPECTION' tJ.1 <-/{; ~~ w./4 NAME OF OWNER' d)/:-.;1 c::. /:v (;l /~/( /(>. ~~t~C{t/>~7 . , I / ..t:>) / /... / ..-' //1 DATE INSPECTION REQUESTED' .9< j;Z{p / C/tf TIME INSPECTION REQUESTED' / " BUILDING INSPECTION REPORT -- / ) /---f:; t-d-. .L' /1 (,// (S PERMIT NO' /,/'::;5 t / ~~1 //~/ / .~) / ------ (/} TYPE OF INSPECTION BUILDING: 0 FOOTING 0 DECK FOOTING CONFERENCE FRAMING 0 DRYWALL 0 FINAL 0 PARTIAL o STATUS CHECK COMMENTS, UTILITIES: 0 SEWERTAP 0 SEWER DSEPTIC 0 WATERTAP 0 REMOTE 0 WATER SERVICE o PARTIAL COMMENTS: ELECTRICAL: 0 ROUGH IN 0 FINAL 0 PERMANENT SERVICE 0 TEMPORARY SERVICE 0 PRECONNECT o PARTIAL PASSED FAILED o 0 PASSED FAILED o 0 ROUGH-IN 0 NC 0 FURNACE 0 RADIANTHEAT 0 FINAL 0 PARTIAL Pty' F~Eb COMMENTS: o GROUNDWORK 0 ROUGH-IN 0 FINAL 0 WATERMETERINSTALLED 0 PARTIAL o FRI3SSURE TEST PASSED FAILED o 0 ~., ~ .,,-"-~---.... ~~~~ -"IiiliI 02/2612009 10:31 AM - -4 " " . - . . r' . . ..... '" ~. <jo r J.- ' " I~. ~, - . . - ',- . - " . - -'" ~ 02/2612009 10:32 AM - BUILDING INSPECTION REPORT CITY OF BLAIR o WASHINGTON COUNTY LOCATION OF I NAME OF DATE INSPECTION REQUESTED' TIME INSPECTION REQUESTED' TYPE OF INSPECTION BUILDING: 0 FOOTING 0 DECK FOOTING 0 FRAMING 0 DRYWALL 0 FINAL 0 PARTIAL STATUS CHECK COMMENTS: UTILITIES: 0 SEWER TAP 0 SEWER 0 SEPTIC 0 WATER TAP 0 REMOTE 0 WATER SERVICE o PARTIAL PASSED FAILED o 0 COMMENTS: PASSED FAILED o 0 ELECTRICAL: 0 ROUGH INt~KfINAL 0 PERMANENT SERVICE 0 TEMPORARY SERVICE 0 PRECONNECT o PARTIAL PASSED FAILED o 0 COMMENTS: MECHANICAL: 0 ROUGH-IN 0 NC PASSED FAILED o 0 COMMENTS: PLUMBING: 0 GROUNDWORK 0 ROUGH-IN 0 FINAL 0 WATERMETERINSTALLED 0 PARTIAL o PRESSURE TEST PASSED FAILED o 0 COMMENTS: o OCCUPANCY GRANTED 0 CONDITIONAL OCCUPANCY GRANTED NOTES/REMARKS' INSPECTOR' DATE OF INSPECTION MADE: TIME' FAXED OPPD\BURTREA TO CONNECT SERVICE: ON BY CITY OF BLAIR o WASHINGTON COUNTY BUILDING INSPECTION REPORT LOCATION OF NAME OF DATE INSPECTION REQUESTED'{" TIME INSPECTION REQUESTED' ,; , ! PERMIT NO' f TYPE OF INSPECTION o CONFERENCE o STATUS CHECK BUILDING: 0 FOOTING 0 DECK FOOTING 0 FRAMING 0 DRYWALL 0 FINAL 0 PARTIAL PASSED FAILED o 0 COMMENTS: UTILITIES: 0 SEWER TAP 0 SEWER 0 SEPTIC 0 WATER TAP 0 REMOTE 0 WATER SERVICE o PARTIAL PASSED FAILED o 0 COMMENTS: ELECTRICAL: 0 ROUGH IN FINAL 0 PERMANENT SERVICE 0 TEMPORARY SERVICE 0 PRECONNECT o PARTIAL P~D F~ED COMMENTS: MECHANICAL:D ROUGH-IN 0 NC 0 FURNACE 0 RADIANTHEAT 0 FINAL 0 PARTIAL PASSED FAILED o 0 COMMENTS: PLUMBING: 0 GROUNDWORK 0 ROUGH-IN 0 FINAL 0 WATERMETERINSTALLED 0 PARTIAL o PRESSURE TEST PASSED FAILED o 0 COMMENTS: o OCCUPANCY GRANTED 0 CONDITIONAL OCCUPANCY GRANTED NOTES/REMARKS' mSPEnOR~/i/L DATE OF INSPECTION MADE: s;/ ~ r TIMF'10> / () 'lith FAXED OPPD\BURTREA TO CONNECT SERVICE: ON BY ~OFBLAIR BUILDING INSPECTION REPORT o WASHINGTON COUNTY o OTHER DATE INSPECTION REQUESTED' TIME INSPECTION REQUESTED' PERMIT NO' '.". ---.<<,) 1;< '_pO i r"',t NAME OF TYPE OF INSPECTION 0 CONFERENCE BUILDING: 0 FOOTING 0 DECK FOOTING 0 FRAMING 0 DRYWALL'~"JFINAL 0 PARTIAL ,., o STATUS COMMENTS: UTILITIES: 0 SEWER TAP 0 SEWER 0 SEPTIC 0 WATER TAP 0 REMOTE 0 WATER SERVICE o PARTIAL PASSED FAILED ':g" 0 .,,.-~'~- ",\ PASSED FAILED o 0 COMMENTS: ELECTRICAL: 0 ROUGH IN 0 FINAL 0 PERMANENT$ERVICE 0 TEMPORARY SERVICE 0 PRECONNECT o PARTIAL PASSED FAILED o 0 COMMENTS: MECHANICAL:D ROUGH-IN 0 AlC 0 FURNACE 0 RADIANTHEAT 0 FINAL 0 PARTIAL PASSED FAILED o 0 COMMENTS: PLUMBING: 0 GROUNDWORK 0 ROUGH-IN 0 FINAL 0 WATER METER INSTALLED 0 PARTIAL o PRESSURE TEST PASSED FAILED o 0 COMMENTS: o OCCUPANCY GRANTED 0 CONDITIONAL OCCUPANCY GRANTED NOTES/REMARKS' INSPECTOR' DATE OF INSPECTION MADE: { cI - () ~~:!: [, TIMF' ! '/\, :i { l,{ ;A', FAXED OPPD\BURT REA TO CONNECT SERVICE: ON BY