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ALL DOCS, BP & CO - 10-00086 - Madison Jr High School - Remodel
REXIIUR C I T Y _ O F - - - -- U. X BURG A?nericak Family Community Certificate of Occupancy City of Rexburg Department of Community Development 35 N. 1st E. / Rexburg, ID. 83440 Phone / Fax Building Permit No: Applicable Edition of Code: Site Address: Use and Occupancy: Type of Construction: Design Occupant Load: Sprinkler System Required: 1 111:. International Building Code 2009 134 Madison Ave Madison Junior High School - Remodel Type V, non -rated N/A No Name and Address of Owner: Madison School Dist #321 290 N 1 E Rexburg, ID Contractor: DI Beck Inc Special Conditions: Occupancy: Educational - 6 or more, through 12th grade 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: Z l� C.O Issued by: Building Official There shall be no further change in the existing occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Building Official has reviewed and approved said future changes. Plumbing Inspector: Fire Inspector. Electrical Inspec or: P&Z Administrator .:.1 Sr CD ' n! CA cD M o " A l i . 7 , o m °" rr �y r, m z m z O m n O z G� (7 Z C s $, u► CL s� • • Building Safety Department City of Rexburg 35 N lst E Phone: 208.372.2326 Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3022 of p�xe > �o � o CI T Y O F REXBURG Americas Family Gommunily Office Hours: Monday -Friday 8:00am- 4:00pm iF Seismic Design Category - D (unless soil evaluation confirms category C) Ground Snow - 501bs. per sq. ft. - Cons truction Roof Snow Load - 351bs. per sq. ft. Wind Load - 90 MPH Frost Depth - 36" The following items should be completed be oreyou submityour building permit application. INCOMPLETE APPLICATIONS DILL NOT BE ACCEPTED. Completion ofs Budding PemzitApplicstlon: You may print this application from our website www.rexburg.org or pick up a copy at the City Annex Building (address above). CommeYCisl Permits: (the following must be submitted with the Application) as 4 sets of site plans and 3 sets of building plans stamped by a licensed professional ❑ Site plans and building clans 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. energy odes gov ). /4 A ❑ Page 2 of the Application must include the Idaho Contractor's Registration NNUMbDer or the exemption form must be completed and signed see Page 10. — 7 3c D e- reiz 11146u ❑ Page 5 of the Application must be completed and signed by your Plumber -Tv Be Dc e-v4in1E v ❑ Page 6 of the Application must be completed by signed by your Mechanical Contractor -Tc> t3E i ) T - F ern, nir -1) ❑ Page 7 of the Application must be completed and signed by your Electrician --r 9,5 bErE2ri4 irl6 i) ja 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.- Ex�sr,�ly%N /R ❑ Property Line form needs to be signed by the builder, see Page 4. - Fx �5 r,�ia,� IAM Electrical Pemitts are now issued through the City of Rexburg. See Page 6 of the application. o- +Remodels: If you are considering a remodel, a ggM 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 CITY OF ��••// T1 n Please Complete the Entire Application! 1�.G If the question does not apply fill in NA for non applicable America's Family Community COMMERCIAL & MULTI FAMILY BUILDING PERMIT APPLICATION 35 N 1 St E, REXBURG, ID 83440 208 - 372 -2326 PARCEL NUMBER: (We will provide this for you) SUBDIVISION: UNIT# RT .nriztt T r,r++ is based o n the information - must be v wtvcn ty11[nG tylH l i ertl ��et4 t i� i if 3 1 CONTACT PHONE # . 351-3 nn PROPERTY ADDRESS: PHONE #: Home ( ) Work ( 0 5 6 1 -3365 Cell ( ) OWNER MAILING ADDRESS: VIC r� , 15" E" CITY: P.- x3012_-, STATE:T�ZIP: qqb EMAIL FAX - 73S9 - 5 APPLICANT (If other than owner) J +. -I- - =} (Applicant if other than owner, a statement authorizing applicant to act as agent for owner must a omt)anv this APPLICANT INFORMATION: ADDRESS I 5Z Ll, N L ) Ave CITY: k1 X13oaC-, STATE; ':F— ZIP 8 EMAIL l oe njtrl,,J Q ►��c �v. PHONE #: Home ( ) Work ( ) 9 - Z 3yel Cell ( ) CONTRACTOR MAILING ADDRESS: PHONE: Cell# Work# CITY STATE ZIP Fax# Did you recently purchase this property? (No es (If yes, list previous owner's name) Is this a lot split N� YES (Please bring copy of new legal description of property) PROPOSED USE: EW t- AT+rstj (i.e., Single Family Residence, Multi Family, Apartments, Remodel, Garage, Commercial, Addition, Etc.) — CIRCLE ONE APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: Under penalt of per I hereb certif that 1 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 on which the permit or ap al was based. Permit void if not started within 180 days. Permit void if work stops for 180 days. Signa of C+wner /Applicant �. Do you prefer to be contacted b fax, mail or phone? Circle One DATE W BUILDING PERMIT MUST BE POSTED ON CONSTRUCTION SITE! Plan fees are non - refundable and are paid in full at the time of application beginning ja.� 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 Water Meter Size: C IT Y OF REXBURG LAW America# Family Comnurr:it Building Safety Department " �Ie City of Rexburg 35N IV E Phone: 208.372.2326 ID 83440 www.rexburg.org Fax: 208.359.3022 Remodeling Your Building /Home ( need Estimate $ SURFACE SQUARE FOOTAGE. (Shall include tlWterior wall measurements of the building) First Floor Area 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: Required!!% FL UMBING i Plumbing Contractor's Name: Lt f Lim Business Name: y Id(AAY t Me e) Address City ( Ykt,(V G State .� l� Zip Contact Phone: (W5) Business Phone: ( ) Email Ytn-4Z 11 W f: Y n Vg --A�� - CO' 1 Fax S-0 FIXTURE COUNT (&cluding roughed fixtures) Clothes Washing Machine Dishwasher Floor Drain Garbage Disposal Hot Tub /Spa Sinks (Lavatories, kitchens, bar, mop) Plumbing Estimate $ '; x000 � (Commercial Only) Required! Signature of Licensed Contractor 1 1 6 60a Su Sprinklers Tub /Showers Toilet /Urinal Water Heater Water Softener License number Date 5 Building Safety Department City of Rexburg 35 N 1u E Phone: 208.372.2326 Rexburg, ID 83440 www.rexburg.org Fox: 208.359.3022 O� �kX s L'q 1y i CITY O F R America's Family Community OWNER'S NAME PROPERTY ADDRESS SUBDIVISION PHASE LOT BLOCK Permit# Requiredlll MECHANICAL Mechanical Contractor's Name: A44 Z> 0 41 11- L_ Business Name: /Vl UA/r l W IA/k M& 44 Address '�-�` -5(o W )C� City X U 24 —State Zip Contact Phone: Business Phone: 7 Email M 1 UJStrn o , &D nn Fax – 5 (� 0 Mechanical Estimate $ C OL' 0 (Commercial /Multi Family Only) FIXTURES & APPLIANCES COUNT (Single Family 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 Range Hood Vents Cook Stove Vents Bath Fan Vents other similar vents & ducts: Heat (Circle all that apply) Gas Oil Coal Fireplace Electric Hydronic /rn o e.- T �� Required! Signature of Licensed Contractor \ License number Date Dryer Vents 0 I- is M�c_�4/��I���+� c�,�-r�AG -�-��. � l�o�� -r��� U.l�sz ►�"��'��An�lc�� . 1�I uV�t3frlG-� Cet�!Tr 7 = b rlTt4i1A dGST tMEc t}AiJl L 1 - p T TA� FL C- CT - L 4 5q i 71 13 [ (? S, 1-55 G Y ?C Ste, y �✓ �rj J • Phone: 208.372.2326 Fax: 208.359.3 Building Safety Department City of Rexburg 35N I�tE ID 83440 www.rexburg. • of RT xB j j > f d o C I T Y OF REXBURG Americo Family Community Remodeling Your Building /Home (need Estimate) $ SURFACE SQUARE FOOTAGE: (Shall include the exterior wall measurements of the building) First Floor Area I'i'i Unfinished Basement area tom' Second floor /loft area _C'L,, <?y(� Finished basement area -k3o' Third floor /loft area lj1 A Garage area Shed or Barn n� 1A Carport /Deck (30" above grade)Area Water Meter Quantity: Water Meter Size: Requiredlll PL UMBING Plumbing Contractor's Name: Business Name: Address City State Zip Contact Phone: ( ) Business Phone: ( ) Email F FIXTURE COUNT includWeroughedfgtures) e�E;� ,;� Masi rvtLrz f. jz , NAL5 1LA Clothes Washing Machine Aizlo+o� - rK Fcz - SJ'nnklers S p rink Tub /Showers _ Floor Drain Toilet /Urinal Garbage Disposal Water Heater Hot Tub /Spa Water Softener '1- Sinks (Lavatories, kitchens, bar, mop) Plumbing Estimate $ (Commercial Only) Requiredt Signature of Licensed Contractor License number Date 5 Building Safety Department °4�EKBU�� 0 _ CIT o F City of Rexburg REXBURG 35 N 1 sr E Phone: 208.372.2326 Ow _11_.__1 _____. Rexburg, ID 83440 www.rexburg.org America's Family Community Fax: 208.359.3022 OWNER'S NAME & C>& 321 PROPERTY ADDRESS — 1 . 14 M A It Sr, N AI Permit# SUBDIVISION PHASE LOT BLOCK Requiredlll MECHANICAL Mechanical Contractor's Name: Business Name: Address City State Zip Contact Phone: ( ) Business Phone: ( ) Email Fax Mechanical Estimate $ (Commercial /Multi Family Only) FIXTURES Rr APPLIANCES COUNT (Single Family 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 Dryer Vents Range Hood Vents Cook Stove Vents Bath Fan Vents other similar vents & ducts: Fuel Gas Pipe Outlets including stubbed in or future outlets Inlet Pressure (Meter Supply) PSI Heat (Circle all that apply)( G s il Coal Fireplace lectric \ 'Hydronic Required! Signature of Licensed Contractor License number Date 2 • • Building Safety Department City of Rexburg 35 N 1 E Phone: 208.372.2326 Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3022 O� REXepgG U 70 CITY OF REXBURG I-- car Amcricas Family Community OWNER'S NAME MS b * 31 - - , 1 1 PROPERTY ADDRESS 13q Mapoc,! Ave, Permit# SUBDIVISION PHASE LOT BLOCK RequiredlY ELECTRICAL Electrical Contractor's Name Business Name Address City Cell Phone ( ) Business Phone ( to Zip. Fax ( ) Email Electrical Estimate (cost of wiring & labor) $ (COMMERCIAL ONLY) (Includes the cost of materials installed regardless of the party supplying it). TYPES OF INSTALLATION (New Residential includes everything contained within the residential structure sad attachedgarage at the same time) RESIDENTIAL ONLY ❑ *Up to 1,500 sq ft - $72 ❑ *1,501 to 2,500 sq ft - $120 ❑ *2,501 to 3,500 sq ft - $168 ❑ *3,501 to 4,500 sq ft - $216 ❑ * *Over 4,500 sq ft - $216 plus $.04 /sq ft: sq ft total ❑ Existing Residential (# of Branch Circuits) - $40 plus $10 per circuit: # of circuits ❑ Multi- Family Only: # of units per building - $120 /bldg + $60 /unit ❑ 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 notpart of a new residential construction permit and no additional wiring) - $40 ❑ Modular, Manufactured or Mobile Home - $50 plus $10 per circuit ❑ Other Installations: Wiring not specifically covered by any of the above: Cost of Firing & Labor. (Includes the cost of materials installed regardless of the par supplying it). ❑ Pumps (Domestic Water, Irrigation, Sewage): horse power ❑ 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. of Licensed Contractor License number Date 7 0 0 SUBCONTRACTOR LIST Excavation & Earthwork: Masonry: Roofing: Floor Coverings: Hea Electrical: Special Construction (Manufacturer or Supplier) Roof Floor /Ceiling J Siding /Exterior Tri • Building Safety Department Ak. o�aTXH°R� { CITY OF City of Rexburg —n rvT�T mG " 0 1tG1\1? V It 35 N 1 Sr E Phone: 208.372.2326 w — __..__. _ 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: Business Name: Office Address: 2c1D t4 1:5- e x a a tz. C, i t,AJt© e3q�fln Office Phone Number: ( ) ` - ACS City State Zip Contractor Performing the Work: Contact Person: - LOCATION OF WORK TO BE DONE: Cell Phone # ( ) Street Address Where Work Will Be Done: I M a iso A Business Name Where Work Will Be Done: Exi:5r,r4c► MAa;%_jo t Dates For Work To Be Done: JuL�- 1 .010 To �EG 3EiZ ZCt c; Contact Person: Phone Number: ( ) Cell # ( ) PLEASE CHECK THE TYPE OF PERMITS) YOU ARE APPLYING FOR: X 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 C A fi b A licant's Signature Date • Building Safety Department y J CITY OF City of Rexburg � °0 1EXBURG y 35 N 1st E Phone: 208.372.2326 Americo Family Community Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3022 Office Hours: Monday - Friday 8:00am- 4:00pm Commercial /Multi Family Pre - Construction Checklist Seismic Design Category — D (unless soil evaluation confirms category C) Ground Snow — 501bs. per sq. ft. Roof Snow Load — 35 lbs. per sq. ft. Wind Load — 90 MPH Frost Depth — 36" The following items should be completed you submityour buildingpermit application. IlVCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED. Completion ofs Building PemzitApplicadon: You may print this application from our web site www.rexbum -o or pick up a copy at the City Annex Building (address above). Commercial Pe=its: (the following must be submitted with the Application) QO - 4 sets of site plans and 3 sets of building plans stamped by a licensed professional r ❑ Site 121ans and building s in PDF format must be submitted after pims haw 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 t I IA ❑ Page 2 of the Application must include the Idaho Contractor's Registration Number or the exemption form must be completed and L a see Page 10. —Tv $r. D ❑ Page 5 of the Application must be completed and sigued by your Plumber - t3F DCT,!E MW6 0 ❑ Page 6 of the Application must be completed by signed by your Mechanical Contrac o ❑ Page 7 of the Application must be completed and signed by your Electrici?n --(., gd Zw--&a.rki,rje p kU� 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 E3 Exterior Lighting Plan including photometric layout. The lighting standards are included in this pac ❑ Property Line form needs to be signed by the builder, see Page 4. — 1=k i5•ro -W t4 /* Bleetrical Pe=its are now issued through the City of Rexburg. See Page 6 of the application. Remodels: If you are considering a remodel, a g= of the bid or estimate for the remodel must with the Permit Application. • 3 set of plans (may need IECC Review) I • Additions — Same as new construction it o �BExa p 1 CITY O 0 77 r.� .. Please Complete the Entire Application! RE If the question does not apply fill in NA for non applicable America's Family Community jNFO 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# (Addressing is based on the information - must be accurate) A-' rVA VJa:` 9 .,"AKKE3,: IYUALW' "J - 44 15T 4 T !S l CONTACT PHONE # 359 -336 PROPERTY ADDRESS: 13 q M A015e, A,/C- PHONE #: Home ( ) Work ( ) 35 -3'365 Cell ( ) OWNER MAILING ADDRESS: 0, 1 5-1 E• CITY: R6 6 Kt3Uj26 STATE:TDZIP: q46 EMAIL FAX 35Q -33�F5 _AEH,XAYX (If other than owner) JP,(.) 4 &_S e omgts o nt_LG (Applicant if other than owner, a statement authorizing applicant to act as agent for owner must accompany this application.) APPLICANT INFORMATION: ADDRESS J 5 2 i Avg CITY _P' x4&ez STATE 'Z • > ZIP 83 qD EMAI • bVhcQar1t 4 v%]Q w ca -F 35� - 2271 PHONE #: Home ( ) Work ( ) 359 - ?_ ,362 Cell ( ) CONTRACTOR MAILING ADDRESS: CITY STATE ZIP PHONE: Cell# Work# F EMAIL IDAHO REGISTRATION # & EXP. DATE How many builrli era i - ZA __ *L.: .r-..., -- - -- ---- -! - '-"�••� -b.. »..., .v.,w vaa uua y 1V�,G1L y r l HIC Did you recently purchase this property ;(2 o es (If yes, list previous owner's name) Is this a lot split( YES (Please bring copy of new legal description of property) PROPOSED USE: 5ovc.R-r (i.e., Single Family Residence, Multi Family, Apartments, Remodel, Garage, Commercial, Addition, Etc) – CIRCLE ONE APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION Under penalty of perjury, I hereby certify that I have read this application and state that the information herein is correct and I swear that any information which may hereafter be given by me in hearings before the Planning and Zoning Commission or the City Council for the City of Rexburg shall be truthful and correct I agree to comply with all City regulations and State lows 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 on which the permit or ap al was based. Permit void if not started within 180 days. Permit void if work stops for 180 days. Signa o Owner/ pplicant D ATE DATE Do you prefer to be contacted b fax, mail or phone? Circle One W - BUILDING PERMIT MUST BE POSTED ON CONSTRUCTION SITE! Plan fees are non - refundable and are paid in full at the time of application beginning raffmi p 4 J%K 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 ate void if your check does not clear** 2 0 0 Building Safety Department City of Rexburg 35N NE ID 83440 Phone: 208.372.2326 Fax: 208.359.3022 F V O HED � CITY OF 1Z v RG 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 I 3 " 'L Unfinished Basement area .46 Second floor /loft area !'L, oqQ Finished basement area . e Third floor /loft area Ll /A Garage area Shed or Barn tj /A- Carport/Deck (30" above grade)Area � Water Meter Quantity: Water Meter Size: Requiredlll PLUMBING Plumbing Contractor's Name: Business Name: Address City State Zip Contact Phone: ( ) Business Phone: ( Email Fax FLMIAp COU_VT (tsldudng r &bed I LA v s, Fc�or-I E;: Clothes Washing Machine AauiaA - 11RE Sprinklers Dishwasher Tub /Showers Floor Drain Toilet /Urinal Garbage Disposal Water Heater Hot Tub /Spa Water Softener '1- Sinks (Lavatories, kitchens, bar, mop) Plumbing Estimate $ (Commercial Only) Requiredl Signature of Licensed Contractor License number Date 5 Building Safety Department U; �EXBUa� CIT o F _ City of Rexburg ° REXBURG 35 N 15f E Phone: 208.372.2326 Americas Family Community Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3022 OWNER'S NAME & (�4 3 E I PROPERTY ADDRESS — lq MA>SSbti Ave. Permit# SUBDIVISION PHASE LOT BLOCK Requiredlll MECHANICAL Mechanical Contractor's Name: Business Name: Address City State Zip Contact Phone: ( ) Business Phone: ( ) Email Fax Mechanical Estimate $ (Commercial /Multi Family Only) FIXTURES di• APPLL41VCES COUNT (Single Family 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 Dryer Vents Range Hood Vents Cook Stove Vents Bath Fan Vents other similar vents & ducts: Fuel Gas Pipe Outlets including stubbed in or future outlets Inlet Pressure (Meter Supply) PSI Heat (Circle all that apply) Ga it Coal Fireplace ectric Hydronic Required! Signature of Licensed Contractor License number Date n Building Safety Department o�A��uR�a CITY OF City of Rexburg �rr�� nnT m 11.r.1`L7 V RG 35 N 1st E Phone: 208.372.2326 rw .___ ___...._. Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3022 =Hfo America's Family Community OWNER'S NAME ZI PROPERTY ADD 1 M fl o - /E Permit# 1 00086 SUBDIVISION Madison High School Remodel PHASE LOT BLOCK Requiredffl ELECTRICAL Electrical Contractor's Name Business Name Address City State Zip Cell Phone ( ) Business Phone ( ) Fax ( ) Email Electrical Estimate (cost of wiring & labor) $ (COMMERCIAL ONLY) (Includes the cost of materials installed regardless of the party supplying it), TYPES OFINSTALLATION (NewResidebdal includes everyddog coamined wiffiin the rresidendd savcfune sad amebedgamge at the same mime) RESIDENTIAL ONLY • *Up to 1,500 sq ft - $72 ❑ *1,501 to 2,500 sq ft - $120 • *2,501 to 3,500 sq ft - $168 ❑ *3,501 to 4,500 sq ft - $216 • * *Over 4,500 sq ft - $216 plus $.04 /sq ft: sq ft total • Existing Residential (# of Branch Circuits) - $40 plus $10 per circuit. # of circuits • Multi - Family Only: # of units per building - $120 /bldg + $60 /unit ❑ 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 ❑ Modular, Manufactured or Mobile Home - $50 plus $10 per circuit ❑ Other Installations: Wiring not specifically covered by any of the above: Cost of Wiring & Labor. ,1 (Includes the cost of makrials installed regardless of the party supplying it). ❑ Pumps (Domestic Water, Irrigation, Sewage): horse power ❑ Requested Inspections (of existing wiring) - $40 /hr (1 hr minimum) plus $40 /hr thereafter * ❑ Temporary Amusement /Industry - $40 plus $10 per ride, concession or generator Includes a maximum of 3 inspections. Additional 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. of Licensed Contractor Date License number 7 v SUBCONTRACTOR LIST 1�1 Excavation & Earthwork: Concrete: Masonry: Roofing: Insulation: Drywall: Painting: Floor Coverings: Plumbing: Heating. Electrical: Special Construction (Manufacturer or Supplier) Roof Floor /Ceiling Joists: Siding /Exterior 9 �. ._ s.'�P r.zE1r�1 FERMIi -C f-f[,N 3 III Dpi levelopment Receipt Number: - " $2 50.00 $0.00 33440 i' `,jT ..._:; i_!ri; 208) 359 -3024 _ =' E:Yo i t RICKS ELEFTRIE: Iis� ,: �INi�riPaG b iVam�;tW!i$St TES ;!t r! ;; ;, - -._ �y ur: - 1U i_ !1u2_ 1,NTR �, 0 1-501 �. ._ s.'�P r.zE1r�1 FERMIi -C f-f[,N 3 III Dpi e Based Calulation based $2,480.00 $2 50.00 $0.00 _, Total: $250.00 _ r'F-yt1EN T 21 5!0500 0 1-501 F ' E ti: iii 4.i U!C: fit Fee $1,000.00 1000086 THANK YlJ r ";'rl:+ raia -!s= !f "I "E i =i�'r fit Fee $6,995.85 1000086 'lumbing Permit Fee $2,512.55 1000086 10 -0436 OW09 /201 0 Eiectrlcei "e Based Calulation based on Elec $2,230.00 1000086 10 -0436 09/09/2010 Mechanical Fee Based Calulation based on Mi $3,515.00 1000086 10 -0436 09/09/2010 Plan Check Fee $799.59 1000086 i Pt►yf� , V� „� � � � t,�� leer; "t CHECK 250 $ 250.00 Total: $250.00 SEP 2 8 2010 r CITY nr- genpmtrreceipts Page 1 of 1 0 0 Building Safety Department City of Rexburg 35 N 1 E Phone: 208.372.2326 Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3022 OF gEr B UR L 9 C[ t Y OF REXBURG America's Fundy Comnawriry OWNER'S NAME PeJ, � ly"SYl`, - / \\ D 9 PROPERTY ADDRESS r 3 et s� 4� Permit# l V OD SUBDIVISION PHASE LOT BLOCK Requiredlll ELECTRICAL Electrical Contractor's Name " &3 M Name lr� Address An f" �� �(�� � city ",a" State Zip Cell Phone (' 08) 3 FQ — 4 34' Business Phone (Zob) Fax (kf� ) t f tj — !(3d 3 G Oily ( �, Electrical Estimate ( cost of wiring & labor $_ 1Q (COMMERCIAL ONLY) (Includes the cost of materials installed regardless of the part' supplying it). TYPES OF INSTALLATION (New Residential includes everything contained within the residential structure and attachedgarage at the same time) RESIDENTIAL ONLY ❑ *Up to 1,500 sq ft - $72 ❑ *1,501 to 2,500 sq ft - $120 ❑ *2,501 to 3,500 sq ft - $168 ❑ *3,501 to 4,500 sq ft - $216 ❑ * *Over 4,500 sq ft - $216 plus $.04 /sq ft: sq ft total ❑ Existing Residential (# of Branch Circuits) - $40 plus $10 per circuit: # of circuits ❑ Multi- Family Only: # of units per building - $120 /bldg + $60 /unit ❑ 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, Sw immin g Pool - $40 plus $40 grounding grid where applicable ❑ Electric Central Systems Heating and /or Cooling (when not part of a new residential construction permit and no additional wiring) - $40 ❑ Modular, Manufactured or Mobile Home - $50 plus $10 per circuit Cl Other Installations: Wiring not specifically covered by any of the above: Cost of Wiring & Labor (Includes the cost of materials installed regardless of the party supplying it). ❑ Pumps (Domestic Water, Irrigation, Sewage): horse power ❑ Requested Inspections (of existing wiring) - $40 /hr (1 hr 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. X �Y- � – �'� -2 (�� ; Signature of Licensed Contractor License number Ihate 7 Receipt Number w*|pnme,u *^» CITY OF REXBURG o>»no'»oe* AID BY: MADISON SCHOOL DISTRICT ATE: 09' '09/10 8LB /0909/CNTR IME: 1O:1O:49 RECEIPT NO: 156452 10 BPBUILDEP PLANCHECKB 11 BP BUIL. PERMITS UNDER 12 BP PLUMB, PERMIT UNDER 13 8P HECH, PERMIT UNDER 2 14 BP ELECT. PERMIT < 2 MI 799,59 6,995.85 2,512.55 3,515.00 -e $799.59 $799.59 $0.0 ilt Fee $7�5.85 �995.85 $oon '|umbing Permit Fee $3.512.55 $2 $0.00 me Based Ca|u|ationbase $3.515.00 $3.515.00 $0.00 Booed Co|u|atinnhooed $2.230.00 $2,230.00 $0.00 Total: $16.052.99 tPeo $1.000.00 1000086 [ F C HECK AMOUNT 16 AYMENT 16,052.99 HANGE O.00 FOR PERMIT #10 0086 THANK YOU AND HAVE A NICE DAY CHECK 42141 $16,052.99 Total: $16,052.99 genpmtrreceipts Page of Receipt Number: 10 -0109 )evelopment 83440 _ 208) 359 3024 $1,000.00 $0.00 Total: My . --I MAR 8 2010 l Y CITY OF REXR € $1,000.00 genpmtrreceipts Page 1 of 1 0 INSPECTION TICKET 0 0 Bldg. ❑ Plumb. ❑ Elect. 4 Mech. ❑ Fro Inspection Request: Rec'd By Date 1 I Req. By Arc Phone No. :5 l - j!k7 Project rn Permit No. I d�3Co Address r Inspection Type u Day /Time Req. Inspector's Report ❑ Res. ❑ Comm. 4 2 4- cv 07Y1 INSPECTED ITEMS CONFORM TO APPROVED DWG—SS Y ❑ N/) 0 N/A INSPECTOR'S ACTION w/ (APPROVED O FINAL AC -0. (FINAL) ❑ NOT APPLICABL [A DID NOT INSPECT ACTION REQUIRED: Rec't A now dged While - Ke C *00W coq Pink - trnpedm's Copp F- fIR•cm, INSPECTION TICKET ft ❑ Bldg. ❑ Plumb. ❑ Elect. ❑ Mech. A Fire Inspection Request: Rec'd By Date L Req. By �0— Phone No. 551 -AS 11 Project � Permit No. Address A 4 4 • Inspection Type �►.� 1 Day /Time Req. s Inspector's Report ❑ Res. a Comm. I INSPECTED ITEMS CONFORM TO APPROVED DWGS ❑Y ❑ N ❑ N/A INSPECTOR'S ACTION ❑APPROVED DISAPPROVED ❑FINAL ❑ C.O. (FINAL) D. APPLICABLE El DID NOT INSPECT ACTION REQUIRED • Signe Rec't Acknowledged While - Office Copy F FIR -CO03 Yenow Job Copy Pir* - ingwckv Coq `INSPECTION TICKET So ❑ Bldg. ❑ Plumb. ❑ Elect. ❑ Mech. Fire Inspection Request: Rec'd By Date Req. By Phone No. 1 Project r. Pennit No. 1�$6 Address M ' Inspection Type Day /Time Req. Inspector's Report ❑ Res. & Comm. INSPECTED ITEMS CONFORM TO APPROVED DWGS ❑Y ❑ N F] N/A INSPE OR'S ACTION W PROVED El DISAPPROVED O FINAL .0. (FINAL) ❑ NOT APPLICABLE ❑ DID NOT INSPECT ACTION REQUIRED: Not,�& Rec't Acknowledged WAde • 01ke Copy F- FIR•CO03 *Now • Job Copy Pink . Ir GF , Mr's copy `INSPECTION TICKET 40 ❑ Bldg. ❑ Plumb. Elect. ❑ Mech. ❑ Fire Inspection Request: Rec'd By Date Req. By Phone No. 3 Proiect �tl�,r.� Permit No. � Address 1 C. Inspection Type Day /Time Req. Inspector's Report ❑ Res. ❑ Comm. INSPECTED ITEMS CONFORM TO APPROVED DWGS ❑Y ❑ N ❑ N/A INSP OR'S ACTION W PROVED El DISAPPROVED p FINAL .0. (FINAL) ❑ NOT APPLICABLE ❑ DID NOT INSPECT ACTION REQUIRED: t �& Signe_lV 1 Rec't Acknowledged WAde - Ofte Copy F- FIR -CO03 *Sow - .roe Cop PW* - kapKk" Copy • INSPECTION TICKET • ❑ Bldg. ❑ Plumb. � Elect. ❑ Mech. ❑ Fire Inspection Request: Rec'd By� Date Z�`} C , - i Req.By� Phone No. Pro*ecl N Permit No. Address \7� Inspection Type f0 Day !Time Req. Inspector's Report ❑ Res. ❑ Comm. - - INSP _CT D ITEMS CONFORM APPROVED DWGS 7Y ❑ N ❑ N/A INSPECTOR'S ACTION Ej APPROVED SAPRROVED 0 FINAL ❑ C.O. (FINAL) Q NOT APPLICABLE ❑ DID NOT INSPECT ACTION REQUIRED: ti Signed �� Q lI . Inspector Rec't Acknowledged While - orrice Copy *Now - Job Coq Pink - 1.qw oPs coq F FIR -0007 do INSPECTION TICKET 40 U Bldg. ❑ Plumb. ❑ Elect. ❑ Mech. ❑ Fire Inspection Request: Rec'd By E'� �'i�( Date 1 S t r (� Req. By Z E ci.r z ```') (i .Cam .- Phone No. � 5 1 4 W 2 7 Project ;t.1ai�,4c r1 e�4� �Qt 1cc��:� Permit No. l i C' 0 C Address Inspection Tvoe C'. ,- n cc t vt�� { PLJ -� _c. Day /Time Req. Inspector's Report INSPECTED ITEMS CO INSPECTOR'S ACTION F1 APPROVED ❑ C.O. (FINAL) l ....4 •rI I ■ ■ ❑ DISAPPROVED [:]NOT APPLICABLE & -,-A N/ El FINAL ❑ DID NOT INSPECT C) Rec't Acknowledged While . 0"ke Copy YeNow - Job Copy Pink - In5F dHYS Copy F- FIR•0003 0 INSPECTION TICKET ❑ Bldg. ❑ Plumb. Elect. ❑ Mech. ❑ Fire Inspection Request: Rec'd By `� u � Date - 7 Req. By Lc Y R" C,L,) Phone No. �1 ��° - /l v 3 Project_ `x'1 c < z 3 I_ Permit No. Address f 3 L/ ti L, Inspection Type CA- Day Time Req. r- Inspector's Report ❑ Res. Comm. � N INSPECTED ITEMS CONFORM TO APPROVED DWGS El ❑ N ❑ N/A INSPECTOR'S ACTION ❑ APPROVED DISAPPROVED ❑ FINAL ❑ C.O. (FINAL) ❑ NOTAPPLICABLE ❑ DID NOT INSPECT ACTION REQUIRED: (` Rec't Acknowledged While - Office Copy F- FIR -CO03 Yellow • .roe Copy Pink - hapedor's cow * INSPECTION TICKET 0 ❑ Bldg. ❑ Plumb. ❑ Elect. T4 Mech. ❑ Fire Inspection Request Rec'd By �Q Date Ja Req. By � Phone No. Project Q Permit No. tf% 600 W Address Inspection Type Day/Time Req. �O 10311 1 Z:0 Q /J - rY1 INSPECTED ITEMS CONFORM TO APPROVED DWGS 0 ❑ N ❑ N/A INSPECTOR'S ACTION APPROVED ❑ DISAPPROVED ❑ FINAL ❑ C.O. (FINAL) ❑ NOT APPLICABLE ❑ DID NOT INSPECT ACTION REQUIRED: Signed Inspector Rec't Ac no ledged White - Office Copy Ilow - Job Copy Pink - Inspector's Copy Inspector's Report ❑ Res. 0 Comm. � 0 INSPECTION TICKET ❑ Bldg. W Plumb. ❑ Elect. ❑ Mech. ❑ Fire Inspection Request Rec'd By / Date °,� -q2- �L. • (,! ,(�S tc�L lJi f1 Phone No. :00 I --- Req. By l� /LLc Permit No. Project / .�qq 1 --3 y 1 �/iLidJ�i� Address _ Inspection 'Type Day/Time Req. . Inspector's Report L3 Res. � Comm. INSPECTED ITEMS CONFORM TO APPROVED DWGS ❑ Y ❑ N ❑ N/A INSPECTOR'S ACTION �J A PPROVED ❑ DISAPPROVED �INAL .. /❑ C.O. (FINAL) ❑ NOT APPLICABLE LE ❑ DID NOT INSPECT ACTION REQUIRED: � Rec't Acknowledged Yellow -Job copy Pink - Inspector's COPY White - Office COPY Plan Checklist for the 2003 International Building Code Name of Project I`"1 H Reinoi) c, � 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 i 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 Flo , \na d Floor Third Floor. 2. Area meets reqs as per Table 503. (Basements need not be included as per Section 503.1.o _ 3. Height meets rnts as per Tab 4. Buildings on s Yes _ No le 503. Yes No _ If no then skip #5 below. 5. Regulated as So Regulated as one Building as per Section 503.1.3 6. Height modifieect' n 504. Yes _ No _ If yes, sprinklers are required. 7. Area modified ction 6. Yes _ No_ If yes use the area provided below to calculate increase. TYPES OF CONSTRUCTION AND FIRE RESISTANCE. 1. Identify the Typ Bu of Construction as per Section 602 enti il 2. Table 601 - Id ding Element Ratings 3. Table 602 - Identify he Fire Resistance Ratings of Exterior Walls 4. Check Openings in E erior Walls for compliance with Table 704.8.(If sprinklered, see Section 704.8. 1) 5. Check that Parapets are n t required as per Section 704.11 _ 6. Are Firewalls used or requi d? Yes _ No _ If no, skip #10 below. 7. Are Shaft Enclosures used or quired? Yes _ No _ If no then skip #14 below. 8. Shaft Enclosures meet the requi ents of Section 707. 9. Check Fire Partitions for Structura tability and Continuity as per Section 708.4. Dwelling units that are sprinklered ar Mowed 2 hr. separations versus 1 hr. _ Check that Penetrations meet the requirements Section 712. _ Ducts and Air Transfer Openings meet the requirements of Sectio 712 and 716. _ 10. Fire Rated Ceiling Panels meet requirements as per Section 711.3 .1. c I .e, i, 11. All Penetration 'n Fire Resistive Walls and Horizontal Assemblies meet the requirements of S tion 712. 12. Fire and Dr �� t Stopping is provided as per Section 717 (Draft Stopping is not required at partition line ' dwelling units with combined space of less than 3000 Sq. Ft and not required if in spri ered building with sprinklered concealed spaces) 13. If Sprinklers needed as identifie in #3 list type of system required. _ 14. If Sprinklers required by any of the bove, Are Monitors and Alarms provided as per Section 903.4? MEANS OF EGRESS Y 1. Minimum height ofTas per Section 1003.2. _ 2. The occupant load shown on plans. _ 3. The occupant load as per calculated by Table 1004.1.2. 4. Occupant load posted in every assembly occupancy as per Section 1004.3. _ 5. Egress width is identified on plans. _ 6. Egress width meets requirements as calculated per, Table 1005.1. 7. Multiple means of egress sized so that the loss of anyone means of egress shall not reduce the available egress capacity to less than 50% of total required. _ 8. Door encroachment does not reduce the required egress width to less than 50% required. _ 9. Means of egress is illuminated as per Section 1006. 10. Illumination emergency power is shown for means of egress as per Section 1006.3. _ 11. An enclosed exit stairway is shown. Yes _ No _ if no,lskip #13, #14 and #15 below. 12. Enclosed stairway has an area of refuge(as per Section 1007.6). _ 13. Area of refuge has 2 -way communications, instructions: and is identified as per Sections 1007.6.3, 1007.6.4 and 1007.6.5. 14. Door clear widths are a minimum of32 ". Except as allowed by exception of Section 1008.1.1. 15. Doors swing in the direction of travel where serving 50 or more persons or in a H occupancy. 16. All egress doors have a landing on both sides as per Sections 1008.1.4 and 1008.1.5. _ 17. Thresholds are identified as a maximum of x" high, for swing doors and %" for sliding doors as per Section 1 008.1.6. 18. Space between two,doors is less than 48 "(except R2 &R3 non Type A units). 19. Panic hardware is shown at required locations (Section 1008.1.9). _ 20. Does a stairway exist. Yes _ No _ If no, skip #24 thru #28. 21. Stairway doors. do not open over stairs. _ 22. Stairways are a minimum of 44" wide(except where occupant load is 50 or less or as per Section 1009.1),_ 23. Maximum riser is 7 inches and minimum tread is 11 inches. 24. A landing is provided at the top and bottom of each stairway. 25. Maximum vertical rise without a landing is 12'. _ ` 26. Handrails are identified that meet the requirements of Section 1009.11. _ 27. Handrails return to wall, etc. or are continuous to next'stair handrails _ 28. Elevation change of over 1/20 is designed as a ramp as per Section 1010 _ 29. Exit signs are identified when over 2 doors are required, for exiting. _ 30. Exit signs are spaced no more than 100' apart or to the door. 31. 42" guardrails are shown whenever a walking surface is over 30" above grade. _ 32. Any roof mechanical equipment within 10' from edge has a guardrail shown. _ 33. Egress does not pass through intervening spaces unless the space is accessory to the area served and the intervening space is not hazardous. _ 34. If multiple tenant spaces exist, egress from anyone does not pass through another. 35. Length of common egress travel does not surpass requirements as per Section 1013.3. _ 36. 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. 37. 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. _ 38. Exit Access travel distance meets requirements of Table 1015.1. _ 39. Corridors are rated as per Table 1016.1. 40. Corridor widths meet requirements of Section 1016.2. _ 41. Corridor dead ends are less tan 20' or 50' for sprinklered occupancies B and F. 42. Corridor not used as plenum unless in a tenant space of less than 1000 sq. ft. _ 43. The minimum number of exits for occupant load meets the following: 1 -500 requires 2 exits 501 -1000 requires 3 exits More than 1000 occupants requires 4 exits 44. Buildings with one exit meet the requirements of Section and Table 1018.2. _ 45. Interior stairwells required as a means of egress meet the requirements of Section 1019. _ 46. Space under stairs is identified as I -hour rated. _ 47. Exterior balconies, stairways and ramps are over 10' from lot lines and other buildings on the lot._ 48. Vestibule is provided as per Section 802.3.6 of the International Energy Conservation Code. ACCESSIBLITY 1. 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). _ 2. In addition to the required accessible entrances, 50% of all public entrances are accessible. _ 3. Accessible parking is provided as per Table 1106.1. _ 4. Van spaces are provided.(one out of six and any portion) _ 5. Accessible parking is provided on shortest route from accessible parking to the accessible building entrance. _ 6. 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. 7. Where 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 ICCI ANSI 117.1. _ 8. Wheelchair spaces (and companion seat as per Section 1108.2.5) are provided in Assembly Occupancies as per Table 1108.2.2.1. _ 4' t 9. Self service storage facilities shall provide accessible spaces as per Section 1108.3. _ 10. Toilet and bathing facilities are accessible (unless in a private office)as per Section 1109.2. 11. Unisex toilets and bathing rooms are supplied as per Section 1109.2.1. 12. Where sinks are provided, 5 %, but not less than 1 is accessible. _ 13. Where a kitchen or kitchenette is provided, it is accessible (unless in Type B dwelling). _ 14. A storage cabinet, lockers, etc. one of each type is accessible as per Section 1109.8. INTERIOR ENVIROMENT AND ENERGY CONSERVATION 1. Attic ventilation exists that is 1 1150 of the floor space or 1/300 with vapor barrier. _ 2. 50% of the attic ventilation is 3 ft. above eaves. - -- 3. Crawl space ventilation complies with Section 1203.3 . _ 4. Natural ventilation (windows, doors, louvers etc.) is a. minimum of 4% of floor space. _ 5. Bathrooms containing bathtubs, showers or spas are mechanically vented. _ 6. Dwellings party walls and floors meet the requirements of Section 1207, 7. All habitable rooms shall be a minimum of T wide, and a minimum of70 sq. ft. in area. _ 8. Dwelling units(except Section 1208.4 efficient units) have one habitable room of 120 sq. ft. _ 9. All ceilings are a minimum of T6" with no more than 113 at TO ". 10. Attics and crawl spaces have access openings as per Section 1209. 209 _ 11. An energy review has been submitted that meets the requirements of the International Energy conservation code. 12. STRUCTURAL DESIGN AND SPECIAL INSPECTIONS 1. Structural Use Group (as per Table 1604.5) _ 2. Structural documents for light frame wood buildings as''per chapter 23 include floor roof and live loads, ground snow load, basic wind speed, wind exposure, seismic design category and site class. 3. All plans except as described in #1 above shall include the following: a. Floor live load including any reductions. _ b. Roof live load as per Section 1607.11. _ c. Roof Snow load, including the flat roof snow load, the snow exposure factor, the snow load importance factor and the thermal factor. d. Wind design data, including basic wind speed, wind importance factor with building category, wind exposure, applicable internal pressure coefficient and the design wind pressure used for the design of components and cladding. _ e. Earthquake design data including seismic importance factor, seismic use group, mapped spectral response accelerations, site class, spectral response coefficients, seismic design category, basic seismic- force - resisting systems, design base shear, seismic response coefficients, response modification factors and the analysis procedure used. _ 4. Flood zone is identified(if in flood zone see Section 1603.1.6) _ 5. Design of floor live loads in access of 50 lbs per sq. ft. also identify that signs must be posted as per Section 1603.3. 6. Structural design calculations meeting the requirements of chapter 16 have been provided. _ 7. Special inspections are identified for welding. _ 8. Special inspections are identified for high strength bolting. _ 9. Special inspections are identified for concrete construction except as excluded by Section 1704.4. . I • 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 pressure (as per Table 1804.2). _ _ 2. Footings (except for 1 story category 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 street 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 1805.5 ". _ 6. Except for Group R and U occupancies of light framed construction of seismic 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 Section 1807.2.1. _ 8. Damproofing shown for foundation walls. _ 9. Minimum of 4" of gravel is shown under all slabs. WOOD 1. Truss drawings identify requirements as per Section 2303.4.1. _ 2. Wood framing members above foundations are 8" (min.) above soil. _ 3. GLAZING 4. 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. _ 5. Glazing within 24" of door (unless over 60" above standing surface) is safety glazing as per Section 2406. 6. , Glazing greater than 9 sq. ft., bottom below 18 ", top above 36" and 36" from walking surface is safety glazing as per Section 2406. _ 7. Glazing in guards and rails is safety glazing as per Section 2406. 8. 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. _ Aug. 4, 2011 9:23PM DL Beck Inc, 208 - 656 -9345 GENERAL CONTRACTOR 2860 W. 5200 S. Rexburg, Idaho 83440 No. 9395 P. 1 1 ,Phi, 208 -656 -9344 INCORPORATED FAX: 208-656-9345 EMAIL: d1beckinc&westoffice.net FAX MEMO To: JRW & Associates, PZLC Phone: 359 -2309 FAX: 359 -2271 From: Debbie Date: 814111 Pages: 4 (w /cover page) Regarding: Madison Jr. High Comments. In regards to the Fire Sprinkler Testing, please review this fax we received from Gem State Fire Protection and American Fire Sprinkler. Please reply back to as as soon as possible. Thank You, Debbie IF YOU HAVE ANY QUESTIONS PLEASE FEEL FREE TO CALL! DAVID BECK (208)852 -6134 Aug, 4, 2011 9:23PM DL Beck Inc. 208 -656 -9345 No, 9395 P. 2 August 02, 2011 D L Beck Construction 2860 W. 5200 S. Rexburg, Idaho 83440 RE: Madison Jr. High School JRW letter Dated August 2, 2011 Gentlemen: After recieving the JRW letter dated August 2, 2011 concerning the testing of the existing system with 200 psi. air pressure. We emalled A,F.S.A. American Fine Sprinkler Association questioning the 200 psi air test. See Question and Answer Attached. Please forward to the Architect and City for their comments. Please respond to these comments at your earliest convience. Yours Very Truely Joe C. Morgan Aug, 4. 2011 9:23PM DL Beck Inc. 208 - 656 -9345 9395 3 > Subject: 200 Ibs of ak on a wet system > Which Depaiment Is your question or commt for:: Tech Services > Questions/Commots. I havo a clicat that is tasisting I teat an existing > fire sprwkler system A th 200 lbs of air. It bas been is service with • city press n for 2 months. The existing system is about 50 yeas old. We • >ref and to test with vmt:er at 200 psi because we don't vve»,t to vveakm the �} �� • pipe. Couldn 200 N of air on the wet system cause damage to the old J �[ J • exi tutg Vic fittings`! 2 oft 6/3)2011 1: PM Rug, 4. 2011 9:24PM Dl Beck Inc, 208 -656- 9345 9395 4""°'uvown Print - Clos w,adow Subjectlte: 200 lbs of air on a vet system From: tweba@f1resprinkler org (twellen@frespnWder.OXM To: dire yahoo - cons Date; Wed, 03 Aug 201113:09:14 'h A& Gardner, Absolutely not! Pressurizing any system with, 200 psi of'ak is a potentially fatal situation. The reason for the hydrostatic tost using water i9 that there is little to no stored emergy wb= a leak or rupture oacuoes. Water i9 not compressable. Air is comptemble. There would a significant amount of stored a ner& within the system at 200 psi. Ps9entially, that much air pressure inside fire spdWft piping would create a bomb if a component should have a catastrophic fa UM, NFPA places a 40 psi air test to keep the pressures low. and/or cross -rosins as well as dram that consist of 20 or more spximk we )sofat on of that portion of the system is required with a minimum hydrostatic test at 200 psi for 2 hours, Tom Wellen AFSA Techtulaal Services l �T �nM • 214- 349 -5965 X129 �J I don't know if this urns a new addition, a modification was made, or if this system is just es:iaing. When new po#j= of a system cannot be isolated, such as :relocated drops, NFPA 13 provides some f4exibi ty and permits bYdrostatic test to be conducted at the system's normal static pressure (pressaro from a city main or a pm em maiabenance pump V a fire pump is prewnot). This relieves the requirement to subject the existing portions of the system from a new bydrwtatic test of 200 psi for 2 hovers, WbOIR it comes to Arum surch as relocated drops or new drops being ixastalled to a spr y, NFPA 13 does not set a Hu tadoxt to the number Of drops involved, You can have ono or you could have hundreds. However if modifjring a portion ofthe systeao , iocluding a moMcation to branchlines > First Nano: AUrShall > bast Name: Gardner * Company; (iem State Fire Protection > Phone: (208) 524.5230 > Emall Address: gi�endra0yahoo.cgM 2 1 oft 8/3/2011 113 PM PROJECT: They New Madison Rexburg, ID PROJECT No: 09257 CLIENT: JRW & Associates DATE: February 1, 2010 JR. High School 1E F 4943 NORTH 29TH EAST, STE A IDAHO FALLS, IDAHO 83401 Phone: (208) 552 -9874 Fax: (208) 552 -9302 Madison JR. High School � g18TW 2/1/2010 1 BB 1 09257 1 COVER EXISTING (3) s.0 w/ (z) 7.e COUMN AT EA END —', / OMI : W lox P s.7.7 EXISTNG i i I I i 5 � SA7 7 j L r I ' TYP EXISTING COMMON I rroject Name: I Project #: Initials: Date: Sheet: 33 33 33 33 33 31 ECONOMICAL JOIST GUIDE Combined IC, VS, LH & DLH Series Load Table 30K7 26K9 280 30K9 26K10 28K10 30K11 3OK12 36LHB 32LH8 36LH9 38LH10 36LH11 32LH11 36LH12 36LH13 36LH14 36LM 5 4OLH15 4OLH16 203 119 211 105 228 123 245 141 250 124 270 144 333 190 350 199 372 282 411 255 477 333 526 368 574 400 625 385 667 477 807 559 890 615 938 647 968 746 1087 820 28K5. 139 69 7.9 26M 151 75 8.5 28K8 .163 : 88 ... , 8.6 26K7 168, 83 9.1 28K7 182 97 9.3 26K8 ' . 188 , ' 91. 9.a 28K9...;:. . ,::. 203 99 10 28K9 :: 2191 115. '.: it 301(8 . 235 133 28KIO 241 " 11•6 : 12 28K10: 280 136: 12 30K10' 279.:.157 12 30K11 320 179 14 3OK12 343 192 15 28LH7 352 186 16 38LH8,; ` .. 365 , ,251. 32LH8 397 242 16 36LH9 468 320 17 36LH10 515 354 19 36LH11 563 385 21 32LH11 602 363 23 36LH12 673 459 24 3&LH13 791 538 28 32LH13 801 480 30 36LH14 872 591 31 36LH15 920 622 33 4MH15 .,- '`, . 949 ' 717 31 40LH16'. ";.. 1048 788 33 26K5 133 26K6 145 28M 157 26K7 162 28K7 175 26M 179 26K9 195 28K9 210 30K9 228 26K10 231 28K10 250 30K10 258 28K12 325 3OK12 336 28LH7 339 32LH8 383 36LH9 459 36LH10 505 36LH11 552 65: 7.9 71 8.4 83 8.6 79 9.1 92 9.3 86 9.7 93 10 109 11 126 11 110 12 128 12 148 12 165 15 184 15 176 16 229 16 308 18 340 19 370 21 nuccrq VULCRAFr - GROUP 1 JO 3 ps F 32 LH it -,52 -Ft � - s i ! L = 3Y3p► F z(o o psi 2,w 5 ` p T O-6 1 Jorst 4/cr'�bi -t - �231b /(�j(b jo!'s�5 C52 1 : 7176 165 T �61 — 660� Y� /p/f yYi_ = 1 , 696 ft 0, G ZbO ps,� 5 Jo ts+5; t-- "r-07 -AL 6 t 500 /6 S Project Name Pro'ed # 1 Initials: Date: Sheet: 3�LH/3 TL = - 77b LL= S17 z3Ups>c Z-::;p 'ToIsr> -- �`To+at ► 7o ls+ WPI' k f g,7 i b5 3hR 13 A -1- � `. � O. C, � Fay¢ Zan psi- LL- LL- = 12o psf > TL = I ps DL 30 J Q s-f RAX 5 ,PACWN47 = 2 '-8 O. o, �Jots LoaY = (120PsF) ( 2.667rf)'' 3Z0pl 3y3p1 f Project Name P STEEL BEAM SWLYSUPPORT. ALLOWABLE STRESS DESIGN AISC13. BEAM MARK: Existing Beam Span (ft): 5.00 load TL deflection < U 180 DL (paf) LL (psf) reduced LL (psf) trib (ft) Reactions (k) w Of) w (pH) Left Right roo/ LL deflection < L/ 240 Boor 30 230 0 230 55 14300 12650 4.18 DL Lb (ft): 2.0 mist. 0 0 0 0 0 0 0 31.63 31.83 LL L (ft): 5.54 seN wt. 22 - _ 0 0 0 35.81 35.81 TL Lr (ft): 17.25 - 22 0 Lr Red (YIN): n DL w (uniform load): 14322 12650 Iraq > 21 in LL P CONCENTRATED LOAD (k): 0.00 0.00 from left end: 0.00 Comments tactual: 118 .0 in' Fy = 36 ksi M = 44.8 kip-ft M O ° b 46.7 kip-ft V (; - � - D 01019 OK I b - 23.15 ksi F = 24.16 ksi b V= 35.1 k D 01154 OK Unity = 0 OK Unity = 35.8 k DoL: 0.0 in Web and shear plate 1.0Y NG D 0.1 in I Bolt Capacity 1.00 in Default beam depth "D ": 10 in I i n Web Steel F Supported beam depth (in): 0 ( "0" if the same) 558 8 k k Shear Plate thickness: 3/8 in Quantity: 2 (01191e0)ouble shear plate ?: S Diameter. 3/4 in Web Shear Capacity. ity. 11.6 k c CSR-3-08 NG Grade: A325 -N Weld: 1/4 in Shear Plate Capacity: 18.1 k CSR =1.97 NG SON Shear Capacity: 21.2 k CSR =1.89 NG eott Bearin Bearing Capacity: 25.1 k CSR-1.43 NG Existing Beam USE W10X22 Fy - 36 ksi d =10.2 bf=5.a BEAM MARK: gM1 Span (ft): 5.00 load DL s ( fT LL (ps8 reduced LL (psf) Reactions (k) TL deflection < U 240 roof 30 Crib (ft) w (A W,, (PIO Left Right LL deflection < L/ 360 Boor 230 0 230 30 7800 6900 2,31 2.31 DL Lb (ft): 2.p m /sc. 0 0 0 0 0 0 0 17.25 17.25 LL Lp (ft) 4.70 seN wt. 22 - " 0 0 0 19.56 19.56 TL L (ft): 13.78 - -' 22 0 Lr Red (Y /N): It w (uniform load): 7822 6900 i reQ > 15 in' P CONCENTRATED LOAD (k): DL LL 0.00 0.00 Comments tactual: 11a.0 in' from left end: 0.00 FY = 50 ksi M = 24.4 ki" M = 64.9 kip ft V (i - b - DTL: U1867 OK f , b 12.64 ksi F - 33.55 ksi ^/ V= 48.8 k p u 02118 OK Unity = 0.38 OK Unity = 19.6 k D 0.0 in 0.40 OK Web and shear plate OTC 0.0 in Bolt Capacity IV 1'00 in Default beam depth "D ": 10 in Web Steel Fu: 1.00 in u 65 ksi Supported beam depth (in): 0 ( "0" if the same) Shear Plate thickness: 3/8 in Quantity: 2 (s)ingle/(d)ouble shear plate ?: S Diameter. 3/4 in Web Shear Capacity. .R p H' 130 k CS ■1.50 NG Grade: A325 -N Weld: 1/4 in Bolt Shear Capacity: 21.2 k Shear Plate Capacity: 18.1 k CSR =1.08 NG Bolt Bearing Capacity: CSR =0.92 OK 28.1 k CSR =0.70 OK BM1 USE W10X22 Fy - 50 ksl d =10.2 bt=5.8 A=6.5 L - ,,,. PO*r Sea fj y t = ! S! �° (!"SX' S) (1%0frt) = 12., 375 eb / 2x6 qmn M stuns (12 -U) = 2-4,-1 SO Nos T 19.56 1& oK- �A55uMiKL CocuMH 15 I~yLcY PA- tK W ALL Project Name: Project #: Initials: Date: Sheet: Steel BMW ZWS.00..03. TO.tB -- Cc/ SriNy P 4M C-0 up"N CV4W Loy ZN S - L - 5%sl K C i4Sc L gMa $EAle4 lq C 3stur�s)(t. $)f� s)C�soopst) = 37. IZS K y 3S gK ©K SIO x25• W IF - y66,a. �y b5�(LS;n� lybb�n� Clsoo�; ) = il l, qyo LA SS (y) 21.6 f3vivr—r �O%t Project Name Project # Initials: Date: Sheet: DIMENSIONAL FRAMING IBC 2000 ALLOWABLE STRESS DESIGN Project Name: Ir ject #: Initials: Date: Sheet: *Mod "M Loads JOIST MARK: Existing DL LL IN Lumber grade (1 thru 8): 1 Loads (PSF) : 15 125 187 (DF Larch No. 2 ) MiSC (PSF) : 0 0 0 Span (ft): 10 w (uniform load): 187 plf Spacing (in): 16 A< U. 240 tv (psi) a d: 67 VF 0.71 A (in): 0.15 C : 1.00 fb (psi): 885 fb/Fb: 0.86 span /A: L/814 R (lb): 933 M(lb- ft):2333 ExIeTINO U13E 2 x 12 Q 16 a.a. : D/ L..=. N.. 9 : Project Name: Ir ject #: Initials: Date: Sheet: *Mod "M FF WOOD STUD WALL DESIGN ALL EQUATIONS BASED ON ND S, ALLOWABLE STRESS DESIGN DESCRIPTION: W1 Loads to Wall: w Load case Height, le (ft) : 10 DL LL trib 1 2 3 4 deflection < U: 240 C & C Interior Zone (psf): 1 C & C End Zone (psf): 1 earthquake pressure (psi): 5 LL on roof snow? (Y /N): n Lumber grade: 2 (DF No. 2) NDS 2001 roof 15 125 11 1196 1196 1196.3 1196.25 floor 0 0 0 0 0 0 0 wall 0 0 0 0 0 0 0 misc 0 0 0 0 0 0 0 0.98 OK A..x (in.) = 0.500 0.500 w (plf)= 1196 1196 1196 1196 Load Case 1D +0.75L +0.751-r 1D +0.75L+ 1D +0.75L +0.75Wend iD +0.75L +0.75EQ 0.75Wint + 0.751-r + 0.751-r 0.751-r Cd = 1.00 1.60 1.60 1.60 FcE (psi) = 408 408 408 408 F'c (psi) = 383 394 394 394 fc (psi) = 304 OK 304 OK 304 OK 304 OK M (lb -ft) = 0 13 13 63 Fb' (psi) = 1553 2484 2484 2484 fb (psi) = 0 OK 49 OK 49 OK 245 OK CSR = 0.63 OK 0.67 OK 0.67 OK 0.98 OK A..x (in.) = 0.500 0.500 0.500 0.500 A (in.) = 0.000 OK 0.018 OK 0.018 OK 0.131 OK TRIMMER: Trimmer supports only vertical load ... Pcap (lbs) = 2012 KING STUD WIND END ZONE: King stud supports only bending ... Mcap (lb-ft) = 634 trib width capacity (ft) = 87.62 for M < Mcap trib width capacity (ft) = 36.30 for A < L / 240 (governs) KING STUD WINO INTCRIaR ZoNi: King stud supports only bending ... Mcap (lb-ft) = 634 Crib width capacity (ft) = 67.62 for M < Mcap trib width capacity (ft) = 36.30 for 6 < L / 240 (governs) KING STUD EARTH QU^Ke: King stud supports only bending ... Mcap (lb-ft) = 634 trib width capacity (ft) = 13.52 for M < Mcap trib width capacity (ft) = 5.08 for 4 < L / 240 (governs) Sheet: ediMed &29a005 ii I I I 1 ;�� yfFIJF ' I --------- - - - - - -- -- - - - - -- I - -_ I 1 I I - - - - -- �------ I I I I I � I I 1 I i I _J I I I r- i - -- -- -- ------- I I L - - -- ' i� I it • I I "I N i �� C e R � E V i I i � � -h T o' it p- ITM F i h i � o4 ii, 4 L • - ` N � I 1 W W r ` �� e R � O V � N -h T 0 FF WOOD BEAM ALLOWABLE STRESS DESIGN BM MARK: ST81 P PT. LDAD (lbs): 0 0 from left end: 0.0 No. Of MICROLAMS: 3 Loads Red.L Psf)L "(ft) A B Reactions (lbs) G Span (ft): 8.0 (2) 2 x 12 (3) 2x 10 DL (Pct) LL (P R pedso trib (ft) WTL (pit) WLL (pit) Left Right 92 Lu (ft): 2.0 roof 0 0 0 0 0 0 240 240 DL TL def. < U 240 roof/flr 15 100 100 4 460 400 1600 1600 LL LL def. < U 360 floor 0 0 0 0 0 0 1840 1840 TL C D : 1.00 walvmisc. 0 0 — 0 0 0 0 K: 1.0 K: 1.0 w UNIFORM LOAD (pit): 460 400 0 M (Ib -ft): 3680 LL Red.(Y/N) ?: n M (lb-ft): 3680 LL Red. (Y/N) ?: n DL LL Comments Beam Selection (A - F): F uBE: tai 1 -3i4x is 1,12 wL- ■M MARKS ST82 Loads Reactions (lbs) Span (ft): 8.0 P PT. LDAD (lbs): 0 0 from left end: 0.0 No. Of MICROLAMS: 3 LL (Psi) Red.L Psf)L "(ft) A B F G Right (2) 2 x 12 (3) 2x 10 (3)1 -3/4x 5.500 (2) 1 -3/4 x 7.25 iv (psi) a d: 63 54 85 92 fb (psi): 698 688 1668 1440 ATL (in): 0.07 0.09 0.31 0.20 AD (in): 0.01 0.01 0.04 0.03 span/A: 1290 1075 313 478 Beam Selection (A - F): F uBE: tai 1 -3i4x is 1,12 wL- ■M MARKS ST82 Loads Reactions (lbs) Span (ft): 8.0 DL (P>fl LL (Psi) Red.L Psf)L "(ft) w TL (plf) WLL (Pm Left Right Lu (ft): 2.0 roof 0 0 0 0 0 0 120 120 DL TL def. < U 240 roof/flr 15 125 125 0 0 0 800 800 LL LL def. < L/ 360 floor 0 0 0 0 0 0 920 920 TL C D : 1.00 wall /mist. 0 0 — 0 0 0 K: 1.0 w UNIFORM LOAD (plf): 0 0 M (lb-ft): 3680 LL Red. (Y/N) ?: n DL LL Comments POINT LOAD —s P PT. Lam (lbs): 240 1600 from left end: 4.0 No. Of Mr-ROLAMS: 2 A 8 F G (2) 2 x 12 (3) 2x 10 (2) 1 -314x 7.250 5-1/8 x 10.5 fv (psi) @ d: 41 33 fb (psi): 698 688 54 26 ATL (in): 0.06 0.07 1440 469 AD (in): 0.01 0.01 0.18 0.04 spart/A: 1612 1344 0.02 0.00 598 2519 Beam Selection( A- F ): G SIT01 s u o E: 5-1/8 x 10.5 Project Name: Project #: Initials: Date: S WOOD STUD WALL DESIGN ALL EQUATIONS BASED ON N $ALLOWABLE TRESS DESIGN DESCRIPTION: W2 Loads to Wall: w Load case Height, le (ft) : 13 DL LL trib 1 2 3 4 deflection < U: 240 C & C Interior Zone (psf): 1 C & C End Zone (psf): 1 earthquake pressure (psf): 5 LL on roof snow? (Y /N): n roof 10 40 floor 0 0 wall 0 0 misc 0 0 Lumber grade: 2 (DF No. 2) NDS 2001 Trimmer supports only vertical load ... King stud supports only bending ... Pcap (Ibs) = 1225 Mcap (lb -ft) = 634 Load Case trib width capacity (ft) = 40.01 for M < Mcap 0 1D +0.75L +0.75Lr 1D +0.75L+ 1 D +0.75L +0.75Wend 1D +0.75L +0.75EQ+ King stud supports only bending ... Mcap (lb -ft) = 634 0.75Wint + 0.75Lr + 0.751-r 0.751-r Cd = 1.00 1.60 1.60 1.60 FcE (psi) = 242 242 242 242 F'c (psi) = 233 237 237 237 fc (psi) = 51 OK 51 OK 51 OK 51 OK M (lb -ft) = 0 21 21 106 Fb' (Psi) = 1553 2484 2484 2484 fb (psi) = 0 OK 83 OK 83 OK 414 OK CSR = 0.05 OK 0.09 OK 0.09 OK 0.26 OK A,,,, (in.) = 0.650 0.650 0.650 0.650 A (in.) = 0.000 OK 0.052 OK 0.052 OK 0.375 OK TRIMMER: KING STUD WIND INTERIOR ZONE: Trimmer supports only vertical load ... King stud supports only bending ... Pcap (Ibs) = 1225 Mcap (lb -ft) = 634 4 @ 16 trib width capacity (ft) = 40.01 for M < Mcap 0 trib width capacity (ft) = 16.52 for -A < L / 240 (governs) KING STUD WINO ENo ZONE: KING STUD EARTH QUAKE: King stud supports only bending ... King stud supports only bending ... Mcap (lb -ft) = 634 Mcap (lb -ft) = 634 trib width capacity (ft) = 40.01 for M < Mcap trib width capacity (ft) = 16.52 trib width capacity (ft) = 8.00 for M < Mcap for A < L / 240 (governs) trib width capacity (ft) = 2.31 for p < L / 240 (governs) Project Name: Interior Zone W2 USE: 2 X 4 @ 16 " O.C. End Zone W2 USE: 2 X 4 @ 16 " O.C. 0 (DF No. 2) 0 Framing at openings (unless noted otherwise on plan): 0 OPENING WIDTH NO. OF No. OF KING NO. OF KING NO. OF KING STUDS (FT) TRIMMERS STUDS INT ZONE STUDS END ZONE EQ 3 1 1 1 1 4 1 1 1 2 5 1 1 1 2 6 1 1 1 2 7 1 1 1 2 8 1 1 1 3 9 1 1 1 3 10 1 1 1 3 11 1 1 1 3 12 1 1 1 3 13 2 1 1 4 14 2 1 1 4 15 2 1 1 4 16 1 2 1 1 1 1 4 5 200 200 200 200 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 w (plf)= 200 200 200 200 Sheet: edited 6292005 - r - --- , Tau 56r Yyu�• , E Ed: BEAMMOMT MARK: Masonry Opening BEAM CONSTRAINTS BEAM DEFLECTION LIMITS: Span Length (L): 3.50 ft DL Deflection: L / 180 Unbraced Length (Lb): 2.00 It LL Deflection: L / 360 Include Self Weight (Yes/No): Yes Total Deflection: L / 240 Load Duration Factor (Cd): 1.00 NDS Material Factors: Axis of Bending (Sirong/Weak): Weak Repetitive Member (Cr): 1,00 Wet Service Factor (Cm): 1.00 A.S.D. MATERIAL FACTORS: Temperature Factor (Ct): 1.00 LOAD COMBINATIONS UNIFORM Lawos: One Two Three Four Five Dead Load (psf): 150 Live Load (psf): 15 Tributary Width (ft): 14 UNIFORM CONCENTRATED LOADS: Dead Load (psf): PARTIAL LOADS: One Two Three Four Five Live Load (psf): Dead Load (psf): Tributary Width (ft): Live Load (psf): Spacing (in): Begin from Left (ft): Location from left (in): End from Left (ft): Total Point Load (kips): Begin Trib. Width (ft): Total Number of Loads (n): End Trib. Width (ft): CONCENTRATED Lowoe: One Two Three Four Five Six Seven Eight Nine on Dead Load (kips): Live Load (kips): Begin from Left (ft): MATERIAL PROPERTIES Material Type: Beam Type: STEEL TUBULAR Yield Stress: Fy = Allowable Bending: Fb = 46 ksi 27.60 ksi Grade: 46 ksi Allowable Shear: Fv = 18.40 ksi Size: TS 6x2x3/16 9.43 PLF Modulus of Elasticity: E = 29000 ksi SECTfON PROPERTIED APPLIED FACTORS Depth: 6.00 in Load Duration: Cd = 1.00 Width: 2.00 in Bending Coefficient: Cb = 1.00 Area: 2.77 in Inertia 6: 11.10 in" Inertia I 1.90 in' Modulus S.: 3.70 in Modulus S 1.90 in Flange Compact Section Web Compact Section RESULTS: CALCULATED vs. ALLOWABLE BEAM REACTIONS: Total Dead Live Left Reaction (Rq: 0.40 0.37 0.04 kips Interaction Convergence Tolerance: 1.0% Right Reaction (Rr): 0.40 0.37 0.04 kips CALCULATED BTRESSER AND DEFLECTIONS: ALLOWABLE BTRESSES AND DEFLECTIONS: Unity Cheri: Maximum Moment (M): 0.35 k`ft Max Allowable Moment (Me): 8.51 k'ft Bending Stress (fb): 2 ksi Bending Stress (Fb): 28 ksi 0.08 c Max Shear Force (V): 0.40 kips Shear Force V: 13.80 kips Shear Stress (tv): 1 ksi Shear Stress (Fv): 18 ksi 0.03 Dead Load Deflection: 0.013 in Dead Load Deflection: 0.233 in 0.05 L/ 1000+ L/ 180 Live Load Deflection: 0.001 in Live Load Deflection: 0.117 in 0.01 L/ 1000+ L/ 360 Total Deflection: 0.014 in Total Deflection: 0.175 in 0.08 U 1000+ L/ 240 Project Name: Project #: Initials: Date: Sheet: 6k Row,. nis" ►K1�Wr ST � S7lDp � ISF ti �w U GON /MtEA TIHIOV$ OVWL t 1 ,Trj- Aw Avr L&isl C#4ou4##v5pA4 6r.",S / 5y.poKry NEW 41Z -gxsr5 6"" �i TFfLTNL44� Mp W.O.C. 6¢ w"'i S"rNo*rT`7 5ll�pseN ►!pS$2 -ZTF � AMWk" .tom° a , op l •�� ti anFlz [7 II ty I ppinn�m��!� FLoo lL DESK tL 12, m .s FH.0 F0,_ 0 CF K•O �1)2x4bppiPY pur ON T� PArmt ,3w _ °.sr WGI : (Z1 1314x ?ly tJL LFy.o w62�5fF K9' Cvt C EnlsriMh Fiwwar N wA4-NO FOM10I 9.1,lL0 6TEEL BEAM SeA.LYSUPAORT ALLOWABLE STRESS DESONNSC 13 BEAM MARK: BM2 Web and shear plate Boll Capacity reduced reduced 1.00 in Default boon depth "D": 10 in Reactions (k) Span (ft): 26.50 load OIL (psi) LL (psi) I.I. (1>sf) sib (it) Wn (PIO wu. (Wi) Left Right TL deflection < U 240 root 15 125 125 11 1540 1375 3.51 3.51 DL LL deflection < U 360 floor 0 0 0 0 0 0 18.22 18.22 LL Lb MY 2.0 misc. 0 0 - 0 0 0 21.73 21.73 TL L (fl): 11.03 sell wt. 100 - - -- 100 0 1612 1375 4 (ftY 79.58 Lr Red (Y /N): n DL w (uniform bad): 1640 1375 Iraq > 474 in' Lr Red (Y": n P CONCENTRATED DL I.I. 0.00 from left end: 0.00 Comments Dr,: L1308 Tactual 623.0 in' P CONCENTRATED LOAD (k): 0.00 0.00 from left end: 0.00 105.4 k D LL : L/361 D 1-1316 OK Fy = 36 ksi M = 144.0 kip-ft MWf %b = 233.5 kip -ft V= V ro = 60.7 it O LL : L/377 OK ib" 15.42 ksi Fb. 25.02 ksi 0.20 OK V= 21.7 it ODL 0.2 in Boll Capacity Unity = 0.62 OK Unity = 0.36 OK Dn: 1.0 in 13M2 USE W10X100 Fy - 36 ksi d-11.1 bf =10.3 A =29.4 BEAM MARK: BM2 Option 1 Web and shear plate Boll Capacity reduced 6 1.00 in Default boon depth "D": 10 in 4r 1.00 in Supported beam depth (in): 0 ("0" 0 the same) Web Steel F u : 58 ksi Quantity: 2 Shear Plate thickness: 3/8 in Diameter. 314 in (s)irgla /(d)oclble shear plate ?: S Grade: A325 -N Weld: 114 in Web Shear Capacity: 18.4 k CSR--1.18 NG Bolt Shear Capacity: 212 k CSR-1.M NG Shear Plate Capacity: 18.1 k CSR-1.20 NG Bolt Bearing Capacity: 39.2 k CSR =0.56 OK 13M2 USE W10X100 Fy - 36 ksi d-11.1 bf =10.3 A =29.4 BEAM MARK: BM2 Option 1 reduced Reactions (k) Span (ft): 26.50 bad OL (psi) LL (psi) LL (psf) thb (8) WTL (PIT) w LL (pli) Left Right TL deflection < U 240 /earl 15 125 125 11 1540 1375 3.14 3.14 DL LL deflection < L/ 360 floor 0 0 0 0 0 0 18.22 18.22 LL Lb MY 2.0 misc. 0 0 - 0 0 0 21.36 21.36 TL Lp (ft): 10.74 self wt. 72 - - - 72 0 4 (ft): 37.37 w (uniform bad): 1612 1375 4.4 465 in' Lr Red (Y /N): n DL LL Comments Tactual: 597.0 in' P CONCENTRATED LOAD fit): 0.00 0.00 from left end: 0.00 Dr,: L1308 OK Fy = 50 ksi M. 141.5 kip-ft M lb - 266.5 kiP-fl V = 105.4 k D LL : L/361 OK fb- 17.43 ksi Fb. 32.83 ksl V= 21.4 k ODL: 0.2 in Unity = 0.53 OK Unity = 0.20 OK Dal: 1.0 in Web and shear plate Boll Capacity Ii 1.00 in Default beam depth "D ": 12 in 6 1.00 in Supported beam depth (in): 0 ("0" 6 the same) Web Steel Fu: 65 kill Quantity: 3 Shear Plate thickness: 3/8 in Diameter: 3/4 in (s)Ingle/(d)ouble shear plate?: S Grade: A325 -N Web: 114 in Web Shear Capacity: 41.7 k CSR -0.51 OK Boll Shear Capacity: 31.8 k CSR-0.67 OK Shear Plate Capacity: 32.4 k CSR-0.68 OK Bolt Bearing Capacity: 53.5 k CSR--0.40 OK BM2(ptIanI USE WIZX72 Fy- 60 kill d =12.3 b1=12.0 A =21.1 BEAM MARK: BM2 Option 2 reduced Reactions (k) Span (ft): 26.50 load DL (psi) LL (psi) LL (psi) Crib (11) wn (PI) WLL (Pit) Left Right TL deflection < U 240 roof 15 125 125 11 1540 1375 2.99 2.99 DL I.I. deflection < U 360 floor 0 0 0 0 0 0 18.22 18.22 LL Lb M: 2.0 misc. 0 0 - 0 0 D 21.21 21.21 TL L (ft)' 8.65 se/lwt. 61 - - - 61 0 Lr W: 27.55 w (uniform Toad): 1601 1375 Irp > 462 in' Lr Red (YM): n DL LL Comments laeual 640.0 in' P CONCENTRATED LOAD (k): 0.00 0.00 from left end: 0.00 DTL: LJ332 OK Fy = 50 ksi M s 140.5 kip-ft M n r:b = 264.5 kip-fl VW' b = 104.2 It DLL: L/387 OK fb+ 18.29 ksi Fb- 33.12 ksi V= 21.2 k D.: 0.1 in Unity = 0.55 OK Unity = 0.20 OK On: 1.0 in Web and shear plate Bolt Capacity 1 1.00 in Default beam depth "D": 14 in M 1.00 in Supported beam depth (n): 0 ("0" if the same) Web Steel F n : 65 ksi Quantity: 3 Shear Plate thickness: 318 in Diameter. 3/4 in (s)irgW(d)ouble shear plate ?: S Grade: A325 -N Weld: 1/4 in Web Shear Capacity: 36.3 k CSR-0.58 OK Boll Shear Capacity: 31.8 it CSR -0.67 OK Shear Plate Capacity: 32.4 k CSR -D.65 OK Bolt Bearing Capacity: 46.6 k CSR =0.46 OK BM20ption2 USE W14X61 Fy =60 of d =13.9 bt =10.0 A -17.9 S.1.f en r 0oa..a. b3.10 alt STEEL BEAM SIMPLY SUPPORT ALLOWABLE STRESS DESIGN AISG 13 . BEAM MARK: BM2 OPTION 3 reduced Reactions (k) Span (ft): 26.50 load DL (psf) LL (psf) LL (psf) trib (ft) WTL (pif) wLL (Pit) Left Right TL deflection < U 240 roof 15 125 125 11 1540 1375 2.85 2.85 DL LL deflection < U 360 floor 0 0 0 0 0 0 18.22 18.22 LL Lb (ft): 2.0 misc. 0 0 - 0 0 0 21.07 21.07 TL L (ft): 6.62 self wt. 50 - - - 50 0 40 L (fl): 21.68 - -- 40 0 w (uniform bad): 1590 1375 Ireq' 459 in' Lr Red (Y /N): n DL LL 1375 Comments tactual 659.0 in' P CONCENTRATED LOAD (k): 0.00 0.00 from left end: 0.00 Comments Iactuaf 612.0 in D TL : 1-1344 OK Fy = 36 ksi M = 139.6 kip -ft M )b = 165.3 kip-ft V0 /b = 89.0 k OK D LL : 1-1398 OK fb = 20.68 ksi Fb = 24.48 ksi V= 21.1 k D LL : U370 D oL : 0.1 in fb = 24.33 ksi Unity = 0.84 OK Unity = 0.24 OK D TL : 0.9 in Web and shear plate Bolt Capacity Unity - 0.71 OK Unity = IL,: 1.00 in D TL : 1.0 in Default beam depth "D ": 16 in ih: 1.00 in I Supported beam depth (in): 0 ( "0" if the same) Web Steel F 58 ksi Quantity: 4 Shear Plate thickness: 3/8 in ( "0" if the same) Diameter. 3/4 in 65 ksi (s)ingle /(d)ouble shear plate ?: S 5 Grade: A325 -N Weld: 114 in Web Shear Capacity: 47.3 k CSR-0.45 OK Bolt Shear Capacity: 42.4 k CSR =0.50 OK Shear Plate Capacity: 46.7 k CSR =0.45 OK Bolt Bearing Capacity: 42.2 k CSR =0.50 OK 1/4 in F BM2 OPTION 3 USE W16X60 Fy a 36 ksl OK Bolt Shear Capacity: d =16.3 bf-7.1 A =14.7 BEAM MARK: BM2 Option 4 reduced Reactions (k) Span (ft): 26.50 load DL (psf) LL (psf) LL (psf) trib (ft) w TL (pif) w LL (plf) Left Right TL deflection < U 240 roof 15 125 125 11 1540 1375 2.72 2.72 DL LL deflection < U 360 floor 0 0 0 0 0 0 18.22 18.22 LL Lb MY 2.0 misc. 0 0 - 0 0 0 20.94 20.94 TL L (ft): 4.49 self wt. 40 - - -- 40 0 4 (ft): 13.10 w (uniform load): 1580 1375 IMq' 456 in' Lr Red (Y/N): n DL LL Comments Iactuaf 612.0 in P CONCENTRATED LOAD (k): 0.00 0.00 from left end: 0.00 DT U322 OK Fy = 50 ksi M = 138.7 kip-ft M n /()b = 195.6 kip-ft Vn/ = 112.8 k D LL : U370 OK fb = 24.33 ksi Fb = 34.32 ksi V= 20.9 k D OL : 0.1 in Unity - 0.71 OK Unity = 0.19 OK D TL : 1.0 in Web and shear plate Bolt Capacity I 1.00 In Default beam depth "D ": 18 in Ih: 1.00 in Supported beam depth (in): 0 ( "0" if the same) Web Steel F u : 65 ksi Quantity: 5 Shear Plate thickness: 3/8 in Diameter: 3/4 in (s)ingle /(d)ouble shear plate ?: S Grade: A325 -N Weld: 1/4 in Web Shear Capacity: 57.4 k CSR =0.36 OK Bolt Shear Capacity: 53.0 k CSR =0.40 OK Shear Plate Capacity: 59.1 k CSR =0.35 OK Bolt Bearing Capacity: 39.2 k CSR =0.53 OK BM2 Option 4 USE W18X40 Fy = 60 ksi d =17.9 bf =6.0 A =11.8 Project Name: Project #: Initials: Date: Sheet: stew am w Bous.08.03. 10.43 COLUMN MARK: LOAO9e Cl LOAD P (k) P a (in) e, I in) ALLOWABLE STRESS DESIGN Pen Pe Comments LEVEL 3 A 0.00 0.00 0.00 - 0.00 - elev. (ft): 0.00 B 0.00 0.00 0.00 - 0.00 M, nc: 1.29 in. C O.QO 0.00 - 0.00 - 0.00 22,00 D 0.00 0.00 0.00 0.00 0.00 0.00 LEVEL 2 A 0.00 0.00 0.00 - 0,00 - elev. (ft): 0.00 B 0.00 0.00 0.00 0.00 0.00 0.00 - LEVEL 2 ... C 0.00 0.00 - 0.00 -- 0.00 0.00 D 0.00 0.00 - 0.00 - 0.00 COLUMN SIZE: 22.00 4.00 1.00 - 44.00 - < -_ HSS3112 x3 1 /2x5 /18 F = 46 ksi elev. (ft): 12.00 B A. 3.52 in. l: 0.291 in. b: 3.5 in. d: 3.5 in. Ix: 5.84 in.' ly: 5.84 in.' Sx: 3.34 in .3 Sy: 3.34 M, nc: 1.29 in. ry: 1.29 in. Z.: 4.140 in .3 4: 4.14 in .3 LEVEL 1 A 22.00 4.00 1.00 - 44.00 - < -_ elev. (ft): 12.00 B 0.00 0.00 0.00 -- 0.00 Mex: 114.0 kip-n Ap 97.0 kip KUry: - tut= 9.03 28.12 3515 C 0.00 0.00 -- 0.00 - -- 0.00 h/t 9.03 28.12 35.15 D 0.00 0.00 - 0.00 - 0.00 Kx: 1.00 Cw: 5.9 FOUNDATION 22,00 0.00 0.00 OK 2 0.00 elev. (ft): 0.00 0.00 0.00 0.00 Ky. • 1.00 J: 9.89 0.00 0.00 0.00 Fy: 46 h: 3.5 COLUMN INTlIRACTIONI 0.00 0.00 0.00 0.00 0.00 0.00 LEVEL 3 ... KUnt: 0.01 Mex: 114.0 kip-n P 97.0 kip KUry: 0.01 M 114.0 kip-in Case P, PR M. M rx / M,„ M r M H1 -1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 OK 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 OK 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 OK 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ox LEVEL 2 ... KI /nc: 0.00 M.: 114.0 kip-n P #DIV/D! KIlry: 0 M 114.0 kip-in Case P, P,/P, M M,./M,, M M JM H1.1 1 0.00 #DIV/O! 0.00 0.00 0.00 0.00 #DIV/O! 2 0.00 #DIV /01 0.00 0.00 0.00 0.00 #DIV /01 3 0.00 #DIV /01 0.00 0.00 0.00 0.00 #DIV /0! 4 0.00 #DIV /01 0.00 0.00 0.00 0.00 #DIV /01 LEVEL 1 ... KUnr: 111.63 M.: 114.0 kip-in P 41.9 kip Kl /ry: 111.63 M, 114.0 kip-in Case P P�P, M M M M H1 - 1 1 22.OD 0.52 44.00 0.39 0.00 0.00 0.87 OK 2 22.00 0.52 44.00 0.39 0.00 0.00 0.87 OK 3 22.00 0.52 0.00 0.00 0.00 0.00 0.52 OK 4 22.00 0.52 44.00 0.39 0.00 0.00 0.87 OK PLAN - TYPICAL COLUMN CASE 1: FULL DL . LL CASE 2: OL. uMe/LL as y-AXIS CASE 3: OL • u," LL aa/ X -AXIS CASE a: OL . I~ LL a& X a y -AXES Project Name: Project #: Initials: Date: Sheet: NSSCc10L01.15.ra STEEL BEAM Sa1PLYSUPPORr ALLOWABLE STRESS DESIGN AZC13. BEAM MARK: BM3 BM3 Option 1 USE reduced reduced Reactions (k) Reactions (k) Span (ft): 24.00 load DL (psf) LL (psf) LL (psi) bib (ft) Wn (0) WLL (Pk) Left Right TL deflection < U 240 roof 15 125 125 10 1400 1250 2.72 2.72 DL LL deflection < U 360 floor 0 0 0 0 0 0 15.00 15.00 LL Lb (ft): 2.0 mist 0 0 - 0 0 0 17.72 17.72 TL L (ft): 10.82 Self W. 77 - - - 77 0 Lr (ft): 28.11 Lr (fQ: 62.00 LL Lb (ft): 2.0 w (uniform load): w (unkorn load): 1477 1250 Iraq > 317 in' Lr Red (Y/N): It OL OL LL Comments Comments laquN 455.0 in' P CONCENTRATED LOAD (k): 0.00 0.00 from left arid: 0.00 DTL: U327 OK Dn: 1-1345 OK Fy = 36 ksi M = 105.3 kip -ft M ) = 175.3 kip-ft Vnn = 80.9 k D LL : U407 OK fb = 14.86 ksi Fb = 24.49 ksi V= 17.7 k D 0.1 in Comments Unity = Unity= 0.61 OK Unify = 0.22 OK O 0.8 in Web and shear plate Bolt Capacity Bolt Capacity OK 4: 4: 1.OD in 173.7 kip-ft Default beam depth "D": Default beam depth "D ": 10 in th: Ih: 1.00 in Supported beam depth (in): Supported beam depth (in)'. 0 ("W if the same) Web Steel F.: 58 ksi DGL: 0.1 in Quantity: Quantity: 2 Shear Plate thickness: Shear Plate thickness: 3/8 in 0.21 Diameter Diameter. 314 in (s)ingle/(d)ouble shear plate ?: (s)ingle/(d)ouble shear plate?: S Bolt Capacity Grade: Grade: A325 -N Weld: 114 in Web Shear Capacity: 25.6 k CSR =0.69 OK Bolt Shear Capacity: 21.2 k CSR =0.84 OK Shear Plate Capacity: 18.1 k CSR-0.98 OK Bob Bearing Capacity: 39.2 k CSR =0.45 OK ("0" m the Same) BM3 USE W10X77 Fy = 36 k6l d =10.6 bf =10.2 A =22.6 BEAM MARK: BM3 Option 1 BM3 Option 1 USE reduced Fy- 60 kai Reactions (k) Span (ft): 24.00 load DL (PSI) LL (psf) LL (psi) trib (ft) Wn (Plf) wLL (pm Left Right TL deflection < U 240 roof 15 125 125 10 1400 125D 2.44 2.44 DL LL deflection < U 360 floor 0 0 0 0 0 0 15.00 15.00 LL Lb (ft): 2.0 music. 0 0 - 0 0 0 17.44 17.44 TL LP (ft): 8.75 self wt. 53 - - - 53 0 D Lr (ft): 28.11 15.00 15.00 LL Lb (ft): 2.0 w (uniform load): 1453 1250 Iraq > 312 in' U Red (Y/M: n 0 OL LL TL Comments laasaf 425.0 in' P CONCENTRATED LOAD (k): O.W 0.00 from left end: 0.00 0 DTL: U327 OK Fy = 50 ksl M = 104.6 kip-ft M )b - 191.7 kip -ft V = 83.2 k DLL: L/380 OK ft. = 17.78 ksi Fb = 32.59 ksl V= 17.4 k D0.: 0.1 in Comments Unity = 0.55 OK Unity - 0.21 OK DTL: 0.9 in Web and shear plate Bolt Capacity On: 11332 OK 4: 1.0D in Mr/")b = 173.7 kip-ft Default beam depth "D": 12 in th: 1.00 in fb - Supported beam depth (in): 0 ('0" if we same) Web Steel F,,: 65 ksi DGL: 0.1 in Quantity: 3 Shear Plate thickness: 318 In OK Unity = 0.21 Diameter 3/4 in (s)ingle/(d)ouble shear plate ?: S Bolt Capacity Grade: A325 -N Weld: 114 in Web Shear Capacity: 33.4 k CSR =0.52 OK Bok Shear Capacity: 31.8 k CSR =0.56 OK Shear Plate Capacity: 32.4 k CSR -0.54 OK Boll Bearing Capacity: 42.9 k CSR =0.41 OK BM3 Option 2 USE W1403 Fy - 60 kai 1 1 d =13.7 bt=8.0 A =12.6 Sheet: S-I am r amt.." 03 fawn BM3 Option 1 USE 111112X53 Fy- 60 kai d =12.1 br =10.0 A =15.6 BEAM MARK: BM3 Option 2 reduced Reactions (k) Span (ft): 24.00 load DL (psf) LL (psil LL (paf) trio (h) wTL (Plf) wLL (0) Lett Right TL deflection < U 240 roof 15 125 125 10 1400 1250 2.32 2.32 OL LL deflection < U 360 floor 0 0 0 0 D 0 15.00 15.00 LL Lb (ft): 2.0 m1sC. 0 0 - 0 0 0 17.32 17.32 TL L (ft): 6.68 seff Wl. 43 - - - 43 0 Lr (ft): 20.05 w (uNfomi load): 1443 1250 i > 310 in' Lr Red (YIN): It DL LL Comments laauaf 428.0 in' P CONCENTRATED LOAD (k): 0.00 0.00 kom bft erid: 0.00 On: 11332 OK Fy - 50 ksi M = 103.9 Idp4t Mr/")b = 173.7 kip-ft V ^b = 83.3 It DLL: L/383 OK fb - 19.88 ksl Fb = 3323 ksi V= 17.3 k DGL: 0.1 in Unity = 0.60 OK Unity = 0.21 OK DrL: 0.9 in Web and shear plate Bolt Capacity 4: 1.D0 in Default beam depth "D" 14 in lh: 1.00 in Supported beam depth (in): 0 ("0" m the Same) Web Steel F,,: 65 ksi Quantity: 3 Shear Plate thickness: 318 in Diameter 3/4 in (s)ingle/(d)ouble shear plate ?: S Grade: A325 -N Weld: 1M in Web Shear Capacity: 29.6 k CSR =0.59 OK soft Shear Capacity: 31.8 It CSR--0.54 OK Shear Plate Capacity: 32.4 k CSR-0.53 OK Boll Bearing Capacity: 37.9 k CSR=0.46 OK BM3 Option 2 USE W1403 Fy - 60 kai 1 1 d =13.7 bt=8.0 A =12.6 Sheet: S-I am r amt.." 03 fawn r STEEL BEAM SIMPLY SUPPORT. ALLOWABLE STRESS DESIGN AISC 13. BEAM MARK: BM3 OPTION 3 reduced Reactions (k) Span (ft): 24.00 bad DL (psi) LL (psf) LL (psi) trib (ft) w TL (plf) w (00 Left Right TL deflection < U 240 roof 15 125 125 10 1400 1250 2.23 2.23 DL LL deflection < U 360 floor 0 0 0 0 0 0 15.00 15.00 LL Lb (ft): 2.0 misc. 0 0 - 0 0 0 17.23 17.23 TL L (ft): 5.37 self wt. 36 - - - 36 0 Lr (ft): 15.24 w (uniform load): 1436 1250 Irey' 308 in Lr Red (Y/N): It DL LL Comments ] actual: 448.0 in" P CONCENTRATED LOAD (k): 0.00 0.00 from left end: 0.00 D TL : U349 OK Fy = 50 ksi M = 103.4 kip-ft M = 159.7 kip-ft V.KIb = 93.6 k DLL: U401 OK fb- 21.96 ksi Fb- 33.91 ksi V= 17.2 k Do 0.1 in Unity= 0.65 OK Unity= 0.18 OK D TL : 0.8 in Web and shear plate Bolt Capacity I V : 1.00 in Default beam depth "D ": 16 in ] h: 1.00 in Supported beam depth (in): 0 ("0" If the same) Web Steel F 65 ksi Quantity: 4 Shear Plate thickness: 3/8 in Diameter. 3/4 in (s)ingle/(d)ouble shear plate?: S Grade: A325 -N Weld: 114 in Web Shear Capacity: 41.2 k CSR =0.42 OK Bolt Shear Capacity: 42.4 k CSR-0.41 OK Shear Plate Capacity: 46.7 k CSR =0.37 OK Bolt Bearing Capacity: 36.7 k CSR-0.47 OK BM3 OPTION 3 USE W16X36 Fy= 50 ksi d =15.9 bf =7.0 A =10.6 Project Name: Project #: Initials: Date: Sheet: Steal Bm w BWS.Oe.w. 10.xlx w iE2�- ! — —W TL = 2Z K -- Ar Gl CotwhNS a'LwwA,ux Psom z = 1xw rs F , R) rr, 14 �- lSoD Pc � VISE Fq-D _ 12" - roie tc- i =0' Stu -44E kJ J #y s &=/17 Inlau. Sri P4 // F 4v%b A P L = 1- rs F * GL = 12 Sros F TL = iYopsf FOOT 7 W(bTH = �140ps F ) CII Ft � _ 1.0267 F-- 1 soo FS F VISE W I.S — 10" TtilcK Project Name Project # Initials: Date: Sheet: BEAM ON ELASTIC FOUNDATION ANALYSIS For Soil Supported Beam, Combined Footing, Slab Strip or Mat Strip of Assumed Finite Length with Both Ends Free Job Name: MJHS Job Number. 09257 Beam Data: Length, L = 8.00 ft. Width, W = 2.00 ft. Thickness, T = 12 in. fc = 3000 psi Subgrade, K = 140 kcf Inertia, I = 0.167 ft. ^4 Modulus, E = Beam Loadings: 3122 ksi Full Uniform: W = 4.00 kips/ft. Distributed: #1: #2: #3: #4: #5: #e: Point Loads: #1: #2: #3: #4: #5: #6: #7: #s: #9: #10: #11: #12: Moments: #1: #2: #3: #4: Start b (ft.) Wb (kips/ft.) a (ft.) P (kips) 4.00 22.00 c (ft.) M (ft4dps) T Nomenclature Results: End Beam Flexiblity Criteria: e (ft.) we (kips/ t.) for P *L <= n/4 beam is rigid for n/4 < R *L < n beam is semi -rigid for P *L >= n beam is flexible for R *L — 6 beam is semi - infinite long R = 0.175 P = ((K Wy(4 *E *144 *I))^(1 /4) A *L = 1.40 R *L = Flexibility Factor ° Baam °is -rii id----- Max. Shears and Locations: + V(max) = 11.00 k @ x = 4.00 ft. - V(max) _ -11.00 k @X= 4.00 ft. Max. Moments and Locations: + M(max) = 21.55 ft -k @x= 4.00 ft. - M(max) = 0.00 ft-k @x= 0.00 ft. Max. Deflection and Location: A(Max) _ -0.123 in. @X= 4.00 ft. Max. Soil Pressure and Location: Q(max) = 1.439 ksf @x= 4.00 ft. Shear Diagram 10 5 0 -5 -10 -15 1.45 1.40 1.35 IL 1.25 120 Moment Diagram 1.15 e a CONCRETE BEAM DESIGN ULTIMATE STRENGTH DESIGN (Act 31 B) Job Name MJHS Job Number 09257 BEAM PROPERTIES: Fy (ksi): 60 Fyv (ksi): 40 cvr. top (in): 1.5 cvr. bot (in): 3 (Center Y /N): N top rebar: #6 bot rebar: #6 stirrup: #4 No. of lines of stirrups (usually 2): 2 51: 0.85 p min: 0.0033 (or 413 p cekulated) p max: 0.0214 d top (in): 9.625 d bot (in): 8.125 FLEXURE: Mu ( +) (kip -ft) p bot As bot (in 2 ) bot. reinforcing 0.0 0.00000 Mu ( -) (kip -ft) p top As too (in 2 ) top reinforcing 21.5 0.00292 0.67 2 # 6 SHEAR: �Vc (kips): 20.97 max stirrup spacing (in): 4 2 if # Vs > 49 r Vs max (kips): 99 Vu ( +) (kip) +Vs req'd: shear stirrups 11.0 none req'd 11.0 none req'd DESIGN SUMMARY: depth: 12 inches width 24 inches top reinforcing: 2 # 6 bottom reinforcing: # 6 shear reinforcing: Project Name: Project #7 ir Is: Dote: Sheet: C— rWAC MA' NO r4C.' Ak p$W=o mwr 4 W 4 Vr 0 estc AP—AAM u 1 u 4 1 A 7 nvu W4" ax. P.0 f 04 .:7 U. No c-r 0 • A�_m�r cc—A� 70 ..rJAMW 4 's AWJNrr Ag"&IAOO Cl-Aj O/j r jA. e COLD 14 as AI. F. 1 -F.2 'rrw . Ls4mwrvAm lb V co S" - -co./MAcror MOM AA srusT ac c.- r socw Ar —'s '.041 Ar— . .......... .. wt. P& ol 77' ~70�( c All& I—V 14 Ic. X UNIT "D IG -10'se 11 1V� -lvleE .rr rwP a s Mi. b E M. m INC STEEL BEAM Project Initials: Date: I Sheet: Sroo/ am w aolfa.0B.03. 10.x1a Web and shear plate SNIPLYSUPPORT. ALLOWASLE STRESS DESIGN A/SC 13 DTI. 0.8 in I 1.00 in Default beam depth "D`: BEAM MARK: Mal Ih: Web Steel F 1.00 in Supported beam depth (in): 0 ('0" it the same) Shear Plate thickness: 65 ksi 318 in Quantity: 7 (s)ingle /(d)ouble shear plate ?: Span (fl): 25.00 load DL (psi) LL (Pgb reduced LL (psf) Crib A3 Weld: 1/4 in Shear Plate Capacity: Reactions (k) Soft Shear Capacity. TL deflection < U 240 roor 30 Bolt Bearing g Capacity: 53.5 k CSR =0.99 OK (fl) W (plf) W (PIO Left Right LL deflection < U 360 floor 0 50 50 50 4000 2500 21.53 21.53 DL Lb (fl) 2 0 misc. 0 0 0 0 0 0 31.25 31.25 LL L MY 4.87 self. wf. 62 0 - - 0 0 0 52.78 52.78 TL Lt MY 14.43 - - 62 0 Lr Red (YM): n w (uniform bad): 4062 2500 I rsy > 1047 in 4 POINT LOAD - > P CONCENTRATED LOAD (k): DL 4.00 LL Comments actual 1550.0 in ' Fy = 50 ksi M = 342.3 ki p' ft M (I r� b = 0.00 361.7 kip•fl from left end: 12.50 Vr"'p DLL: U355 OK fb= 31.36 ksi Fb- = 204.2 k D LL OK 34.97 ksi V= 52.8 k D 0 . 4 n i OL 0.4 n Unity tY 0.90 OK Unity = 0 26 OK Project Initials: Date: I Sheet: Sroo/ am w aolfa.0B.03. 10.x1a Web and shear plate Bolt Capacity DTI. 0.8 in I 1.00 in Default beam depth "D`: 24 in Ih: Web Steel F 1.00 in Supported beam depth (in): 0 ('0" it the same) Shear Plate thickness: 65 ksi 318 in Quantity: 7 (s)ingle /(d)ouble shear plate ?: D Diameter: 3/4 in in Web Shear Capacity: 115.0 k CSR =0.46 OK Grade: A3 Weld: 1/4 in Shear Plate Capacity: 166.8 k CSR =0.32 OK Soft Shear Capacity. 148.4 k CSR =0.36 OK Bolt Bearing g Capacity: 53.5 k CSR =0.99 OK Mal USE W24XG2 Fy - 50 ksi d =23.7 bf=7.0 A =18.2 Project Initials: Date: I Sheet: Sroo/ am w aolfa.0B.03. 10.x1a