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HomeMy WebLinkAboutMULT DOCS - 08-00018 - Just Sports - Office RemodelQ gsxetrR� ,a o r CITY OF u' ° REX Buildin 11 "... ° Americas Family Community 9 Per- it ISSUED TO: PERMIT #: 08000 18 NAME: Merrill Anthony W Etux FOR THE CONSTRUCTION OF: Just Sports Remodel -Office Ir JOB ADDRESS: 1154 Stocks Ave GENERAL CONTRACTOR: Merrill Construction This permit is issued subject to the regulations contained in Building Code and Zoning Regulations of the City of Rexbug. It is specifically understood that this Permit does not allow any Variance to the regulations of the City of Rexburg or Zoning Codes unless specifically approved by the City Council and explained on the Building Permit Application as approved by the Building Inspector. Date Approved 01/18/2008 Is d By Q-111�—�� Bull n Inspector THIS PERMIT MUST BE PROMINANTLY DISPLAYED AT THE BUILDING SITE THE BUILDING MAY NOT BE OCCUPIED OR USED WITHOUT FIRST OBTAINING ACERTIFICATE OF OCCUPANCY 1) A complete set of approved drawings along with the permit must be kept No work shall be done on any part of on the premises during construction. 2) The permit will become null and void in the event of any deviation from the NOTICE! the building beyond the point indicated in each successive inspection without 3. Foundation accepted drawings. approval. No structural framework of 3) No foundation, structural, electrical, nor plumbing work shall be concealed any underground work shall be covered without aDDroval. 5. Insulation INSPECTION CARD BUILDING Date Annroved 1. Layout 2. Footing 3. Foundation 4. Framing 5. Insulation 6. Drywall 7. Sidewalk 8. Final 9. Mechanical OTHER Date Approved 1. Fire Department Fine PLUMBING Date Annroved 1. Sewer Service Conn 2. Water Service Conne 3. Rough -In 4. Ground Rough -In 5. Final 24 Hour Notice and Permit Number required to make inspection appointments For Inspections Call 359 -3020 option 2 ACERTIFICATE OF OCCUPANCY CAN NOT BE ISSUED PRIOR TO FINAL ELECTRICAL & PLUMBING INSPECTION CITY OF REXB URG 0 BUILDING PERMIT APPLICATION Please 19 E MAIN, REXBURG, ID. 83440 208 - 359 -3020 X326 • 0800018 Just Sports Remodel - Office Space PARCEL NUMBER: aa)a (We will provide this for you) SUBDIVISION: UNIT# BLOCK# LOT# is based on the information - must be OWNER NAME: CONTACT PHONE # PROPERTY ADDRESS: Ate PHONE #: Home ( ) s - 5 �_& � Work ( Cell ( OWNER MAILING ADDRESS: CITY: STATE: ZIP: EMAIL FAX - 3 - ! 7 9 /Sl ,, APPLICANT (If other than owner) (Applicant if other than owner, a statement authorizing applicant to act as agent for owner must accompany this application.) APPLICANT INFORMATION: ADDRESS CITY: STATE; ZIP EMAIL FAX PHONE #: Home ( ) Work ( ) Cell ( CONTRACTOR MAILING ADDRESS: 132 Z �. / '`� E. CITY C,11 STATE TD ZIP 8 3 yy1 PHONE: Cell# 57- /f'0/ Work# 3,% 7G Fax # _ 3 s'6 - Y476 EMAIL : 7 "chu1dyUeyi&.,_&e,< IDAHO REGISTRATION # & EXP. DATE &,r Zs3Z lygoloe How many buildings are located on this property? Did you recently purchase this property ?Yes (If yes, list previous owner's name) Is this a lot split ?� YES (Please bring copy of new legal description of property) PROPOSED USE: c% / . C'om/n. _tC;w/ (i.e., Single Family Residence, Multi Family, Apartments, Remodel, Garage, Commercial, Addition, Etc.) APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: Under penalt of perjur I hereb certif that I have read this application and state that the information herein is correct and I swear that any information which may hereafter be given by me in hearings before the Planning and Zoning Commis n or the City Co it for the City of Rexburg shall be truthful and correct. 1 agree to comply with all City regulations and State laws relating to the sub'ec mate this nand y authorized representatives of the City to enter upon the above - mentioned property for inspections purposes. NOTE: The building ial y r vo ape approval issued under the provisions of the 2003 International Code in cases of any false statement or misrepresentation of fact in the applic n p s o ch the permi o r approval was based. Permit void if not started within 180 days. Permit void if work stops for 180 days. DATE Do jo.Vpr,6Kr to be co cted by fax, email or phone? Circle One ,,WARNING — BUILDING PERMIT MUST BE POSTED ON CONSTRUCTION SITE! an fees are non - refundable and are paid in full at the time of application beginning fan�uaiX 1, 2005. City of Rexburg's Acceptance of the plan review fee does not constitute plan approval * *Building Permit Fees are due at time of application** **Building Permits are void if your check does not clear** 2 Building Safety Department ok VtXBL. R � . cITY or City of Rexburg � 'a �v�T mG 1117 V .1�. �,__ C 19 E. Main ionellh@rexburg.org Phone: 208.359.3020 ext 326 Americas Family Community Rexburg, ID 83440 www.rexburg.org Fox: 208.359.3024 State of Idaho County of Madison I, Name City Affidavit of Legal Interest Address State Being first duly sworn upon oath, depose and say: (If Applicant is also Owner of Record, skip to B) A. That I am the record owner of the property described on the attached, and I grant my permission to: Name Address to submit the accompanying application pertaining to that property. B. I agree to indemnify, defend and hold Rexburg City and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herin or as to the ownership of the property which is the subject of the application. Dated this day of — Signature Subscribed and sworn to before me the day and year first above written. Notary Public of Idaho Residing at: My commission expires: Please complete the etire Application! • If the question does not apply fill in NA for non applicable NAME PROPERTY ADDRESS SUBDIVISION Dwelling Units: Parcel Acres: Permit# SETBACKS FRONT SIDE y SIDE BACK—,-V/.4 Remodeling Your Building /Home (need Estimate) $ 2910010 SURFACE SQUARE FOOTAGE: (Shall include the exterior 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 /De ck (30" above grade)Area Water Meter Quantity: Sprinklers Tub /Showers Toilet /Urinal Water Heater Water Softener RequiredLY PLUMBING Plumbing Contractor's Name: Name: City State Zip Contact Phone: ( ) Business Phone: Email Fax FIXTURE COUNT ilIncluding roughed fixtures Clothes Washing Machine Dishwasher Floor Drain Garbage Disposal Hot Tub /Spa Sinks (Lavatories, kitchens, bar, mop) Plumbing Estimate $ Required! Signature of Licensed Contractor The City of RE (Commercial Only) Water Meter Size: License number Date schedule is the s ame as required by the State of Idaho 4 Please complete the ents Application! If the question does not apply fill in NA for non applicable NAME PROPERTY ADDRESS Permit# SUBDIVISION RequlredLY Mechanical Contractor's Name: Addres City. Contact Phone: ( ) Business Phone: ( ) Email Fax Mechanical Estimate $ (Commercial /Multi Family Only) to zip 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 Dryer Vents Range Hood Vents Cook Stove Vents Bath Fan Vents other similar vents & ducts: Heat (Circle all that apply) Gas Oil Coal Fireplace Electric Hydronic Mechanical Sizing Calculations must be submitted with Plans & Application Point of Delivery must be shown on plans. Required! Signature of Licensed Contractor The License number Name: Date schedule is the same as required by the State MECHANICAL �i Building Safety Department City of Rexburg 19 E Main janellh@rexburg.org Phone: 208.359.3020 x326 Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024 of �exaugc fa 7 C I T Y OF E"URG _.__ . CW .. Americo Family Community OWNER'S NAME PROPERTY ADDRESS SUBDIVISION PHASE LOT BLOCK Permit# RequlredLY ELECTRICAL Electrical Contractor's Name Tod ct Business Name ,�eLs4, aan /eGYr, Address ?, 0. oX -10 City 60r4 State Td Zip 8'35�5�b Cell Phone ( ) Aft -S Business Phone ( ) 356 - 3270 Fax ( ) Electrical Estimate ( cost of wiring & labor) $ / 0� ss ° _ (COMMERCIAL /MULTI - FAMILY ONLY) TYPES OF INSTALLATION (New Residential includes everything contained within the residential structure and attached garage at the same time) N •4 Number of meters being installed Up to 200 amp Service* 201 to 400 amp Service* Over 400 amp Service* Existing Residential (# of Branch Circuits) Temporary Construction Service, 200 amp or less, one location (for a period not to exceed 1 year) " Spa, Hot Tub, Swimming Pool Electric Central Systems Heating and / or Cooling (when not part of a new residential construction permit and no additional wiring) Modular, Manufactured or Mobile Home Other Installations: Wiring not specifically covered by any of the above Cost of Wiring & Labor: $ QS& it Pumps (Domestic Water, Irrigation, Sewage) ii Requested Inspections (of existing wiring) -'/ Temporary Amusement /Industry *Includes a maximum of 3 inspections. Additional inspections charged at requested inspection rate of $40 per hour. Signature of Licensed Contractor The City of License number schedule is the same as Date the State of Idaho T Buil g Safety Department City of Rexburg 19 E. Main Rexburg, ID 83440 jonellh @rexburg.org Phone: 208.359.3020 www.rexburg.org Fax: 208.359.3024 ok TABU G `ti f9 u o C I T Y OF REXBURG __ �, _. America's Family Community APPLICATION: "CONSTRUCTION PERMIT" CONSTRUCTION PERMIT #: PERMIT APPROVED: YES/ NO $50.00 FEE PAID: YES /NO - APPLICANT INFORM APPROVED BY: Business Name: 3 s - .2Oor4s Office Address: 115Y v. v !2,vje_A 4v 126bury , T t�io £� 3S�y0 City State Zip Office Phone Number: ( ) 356 - 3 Fy8' z Contractor Performing the Work: .4., 7;-'km Contact Person: 47 Cell Phone # ( ) 3s� 1,voi - r - --- --- - - - - -- - - -- - Street Address Where Work Will Be Done: /lsy S /ook - s Ave. Business Name Where Work Will Be Done: Sys A S vd'A Dates For Work To Be Done: fat), - /o- ©Y To _ Feb - /o- o8' Contact Person: fr,•kso,- Phone Number: ( ) Cell # ( ) 3/3- 1735 PLEASE CHECK THE TYPE OF PERMITS) YOU ARE APPLYING FOR: ❑ AUTOMATIC FIRE- EXTINGUISHING SYSTEMS ❑ COMPRESSED GASES ❑ FIRE ALARM AND DETECTION SYSTEMS AND RELATED EQUIPMENT ❑ FIRE PUMPS AND RELATED EQUIPMENT ❑ FLAMMABLE AND COMMBUSTIBLE LIQUIDS ❑ HAZARDOUS MATERIALS ❑ INDUSTRIAL OVENS ❑ LP -GAS ❑ PRIVATE FIRE HYDRANTS ❑ SPRAYING OR DIPPING ❑ STANDPIPE SYSTEMS ❑ TEMPORARY MEMBRANE STRUCTURES, TENTS, AND CANOPIES Applicant's Signature Date 7 • a SUBCONTRACTOR LIST Excavation & Earthwork: Special Construction (Manufacturer or Supplier) Roof Trusses: Floor /Ceiling Jois Siding /Exterior T Other: Electrical: Ze,3, i'! ,7 . E - /. er_ L ' EXEMPTI(tS FROM STATE REATRATION As of January 1, 2006, the City of Rexburg can no longer sell permits without having a copy of your State registration number or your exemption from the State registration. Please send a copy of your state registration or fill out this form showing your exemption and send it with your license renewal or your next permit application. ('Phis list is a summarization of Idaho Code Title 54 Chapter 5205, for full definitions of these exemptions please see the State's website at w Cl Currently State licensed pursuant to Title 54 Idaho Code, Chapters: 3 Architects, 10 Electrical Contractors /Journeyman, 12 Engineers /Surveyors, 19 Public Works Contractors (exempt from fee only registration required), 56 Plumbing /Plumbers, 45 Public Works Construction Management Licensing Act (exempt from fee only registration required), or 50 Installation of heating, ventilation and air conditioning systems ❑ Employee or volunteer of a licensed contractor or part of an educational curriculum or nonprofit charitable activity with no wages or salary ❑ Employee of a US Government agency (State, City, County, or other municipality) ❑ Public Utility doing construction, maintenance, or development to its own business ❑ Involved with gas, oil or mineral operations ❑ Supplier doing no installation or fabricating ❑ Contracting a project or projects with a total cost less than $2000 ❑ Operation of a farm or ranch or construction of agriculture buildings exempt from Idaho Building Code Cl Any type of water district operations Cl Work in rural districts for fire prevention purposes Cl Owner who performs work on own property or contracts with a registered contractor to do work as long as the property is not for resale within 12 months ❑ Owner or lessee of commercial property performing maintenance, repair, alteration or construction on that property ❑ Real estate licensee /property manager acting within Idaho Code ❑ Engaging in the logging industry ❑ Renter working on the property where they live with the property owners approval ❑ Construction of a building used for industrial chemical processing per Idaho Code ❑ Construction of a modular building (defined by Idaho Code) to be moved out of state I hereby certify that the above information is true and correct to the best of my knowledge. Signature Date Print Name Go 0800018 Just Sports Remodel - Office Space y °XV° window TCMp C� loss 3 Dom O�C'ca Spc,&e- 1 2- .ve w o-A ,'c e_ s pac ; n x•��r�� f3L,; Id;, 1 . 'M „ 3o booe y w :n dew # ' rd— p Cross. <o ' , -A ways e,.j ; ^AD Ex•sl.:s walls scc aeG,., S �y aPic Lo's I - y2" A <oA aid vz " Sep ` 04c see- sp c e's Gy C3 rrre we��, .h ©�C ;ce Sp&Z-.,- EX64; 'i wu 11 a ro 0 N ® • .,� TJ- Beam 6 6 0 S er al Number: 2 Pcs of 13/4" x 9 112" 1.9E Microllam® LVL S User. 1 1070°8 32:21 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 6' 3.00" ^ Max. Vertical Reaction Total (lbs) 5955 5955 Max. Vertical Reaction Live (lbs) 4937 4937 Required Bearing Length in 4.00(W) 4.00(W) Max. Unbraced Length (in) 79 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 683 -683 Max Shear at Support (lbs) 966 -966 Member Reaction (lbs) 966 966 Support Reaction (lbs) 1018 1018 Moment (Ft -Lbs) 1510 Loading on all spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Shear at Support (lbs) 3995 -3995 Max Shear at Support (lbs) 5654 -5654 Member Reaction (lbs) 5654 5654 Support Reaction (lbs) 5955 5955 Moment (Ft -Lbs) 8834 Live Deflection (in) 0.135 Total Deflection (in) 0.163 PROJECT INFORMATION: OPERATOR INFORMATION: greg malstrom bmc west rexburg 202 west main st. rexburg , ID 83440 Phone: 208 - 716-0144 Fax :208 -356 -3299 malstrom @bmcwest.com Copyright ® 2007 by iLevel ®, Federal Way, WA. Microllam® is a registered trademark of iLevel ®. 2 Pcs of 1314" x 91/2" 1.9E Microllam® LVL TJ- Beam 6.30 Serial Number: User 10700671:32 :19 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED 1, 2 b 6 Product Diagram is ConceptuaL LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 15' Primary Load Group - Residential - Living Areas (psf): 100.0 Live at 100 % duration, 20.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/UpliftlTotal 1 Stud wall 3.50" 4.00" 4937 /1018/0 / 5955 Al: Blocking 1 Ply 1 3/4"x 91/2" 1.9E MicrollamO LVL 2 Stud wall 3.50" 4.00" 4937 /1018 / 0 / 5955 Al: Blocking 1 Ply 13/4 x 91/2" 1.9E MicrollamO LVL -See iLevel® Specifier's/Builder's Guide for detail(s): Al: Blocking - Bearing length requirement exceeds input at support(s) 1, 2. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Shear (Ibs) 5654 Moment (Ft -Lbs) 8834 Live Load Defl (in) Total Load Defl (in) Design Control Result -3995 6318 Passed (63%) 8834 11775 Passed (75 %) 0.135 0.156 Passed (L1555) 0.163 0.313 Passed (0460) Location Rt. end Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading - Deflection Criteria: STANDARD(LL:L/480,TL:L/240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 6' 7" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLeveI8 product design criteria and code accepted design values. The specific product application, input design bads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability. -THIS ANALYSIS FOR iLevelD PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Distribution product listed above. -Note: See iLevel® Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: greg malstrom bmc west rexburg 202 west main St. rexburg , ID 83440 Phone: 208 - 716-0144 Fax :208 -356 -3299 malstrom@bmcwest.com Copyright O 2007 by iLevel ®, Federal Way, WA. Microllam® is a registered trademark of iLevel®. TRUS JOIST" 1 TIMBERSTRAND' LSL RIM BOARD STAIR STRINGERS • Straight and Consistent • Eliminates Adjustments for Shrinkage • Minimizes Material Waste #TJ -8003 DES113N GUIDE •Resists Bowing, Twisting, and Shrinking • Significantly Reduces Callbacks • Better Nail Holding Capability • Includes Product Warranty www.iLevel.com A `vT 1.888.iLevel8 0.888.453.8358) Weyerhaeuser UVELTm TRUS 101ST® T &ERSTRAND® LSL Use subfloor adhesive to improve the stair performance and minimize squeaks Suggested Residential Stringer Attachment Details 40 psf Live Load and 12 psf Dead Load Low End Alternate step style. Maintain minimum throat depth. Sawn out to receive treads and risers Let -in 2x4 nailer. Use Allowable Design Stresses I •' eight 10d (3 ") common (100% Load Duration) j •'+' nails, staggered. Nail G = 81,250 psi 81,250 psi into framing members I E =1.3 x 10 psi 1.3 x 10 psi below. At concrete floors Fb =1,700 psi( t .' use three W dia. x 3 lir min. to '• long anchor bolts. Compression p arallel to grain Fa! =1,400 psi 2,235 psi Horizontal shear perpendicular F. = 400 psi 745 osi NA tiff vow Throat depth:)) 3 min. at 9W rim board 5W min. at 11 rim board 7W min. at 14' rim board Optional continuous 2x4 reinforcement on one side flush to bottom edge. Nail with 10d (31 box nails at 12' on- center, staggered. (1) Minimum throat depths may be reduced by an additional rb' for 11 and 14" material depths if 2x4 reinforcement is used and provided total rises and runs are limited to table values for unreinforced stringers. (2) Minimum No. 2 hem -fir, spruce - pine -fir or better grade. 7fmberStrandw LSL stair stringers ate intended for dry-use applications. 1 1 /4" 1.3E TimberStrand® LSL (1) Specified strengths are based on Limit States Design per CSA 086-01 (2) For 12" depth. For others, multiply by [7)0.0 (3) Fcl shall not be increased for duration of load. Glossary Term Allowable Design Stresses I Specified Strengthsr') Depth of product before steps are cut. Unit rise of individual step. Unit run of individual run (nosing ignored). Horizontal span between stairway supports. Net depth of stringer once steps are cut. Measured from step perpendicular to bottom edge of stringer. (100% Load Duration) j (Standard Term) Shear modulus of elasticity G = 81,250 psi 81,250 psi Modulus of elastic E =1.3 x 10 psi 1.3 x 10 psi Flexural stress Fb =1,700 psi( 3,140 psin) Compression perpendicular to grain Fu = 680 psi(;) 1,240 psi( Compression p arallel to grain Fa! =1,400 psi 2,235 psi Horizontal shear perpendicular F. = 400 psi 745 osi (1) Specified strengths are based on Limit States Design per CSA 086-01 (2) For 12" depth. For others, multiply by [7)0.0 (3) Fcl shall not be increased for duration of load. Glossary Term Definition (A) Material Depth Depth of product before steps are cut. Unit rise of individual step. Unit run of individual run (nosing ignored). Horizontal span between stairway supports. Net depth of stringer once steps are cut. Measured from step perpendicular to bottom edge of stringer. (B) Stop Rise (C) Stop Ron (D) Stringer Run (E) Throat Depth L D 1 Code Evaluations: HUD MR 1265 • CCMC 12627 -R • ICC ES ESR -1387 CAUTION Stair stringer tables and attachment details ate intended for use with 71mberStrands LSL only. Consult designer for attachment details for live loads greater than 40 psf. High End A35 framing anchor by Simpson Strong -Tie or MPAI anchor by USP Lumber Connectors - or equal. Fasten with twelve 8d x I nails. Use 2 framing anchors with 14" rim board. Notch. Tight fit. r I Three 16d (3W) common nails per stud Studs at 16" on- center maximum Toenail stringer to ledger with one 8d QW) nail per side 2x8 ledger 2 Level Trus Joist® TimberStrand® LSL Stair Stringer Design Guide TJ -8003 June 2006 MAXOUM STRINGE RUN FOR 1 1 /4 1 *3E TIMBERSTRAND® LSL Multiple Span Two Stringer Option Three Stringer Option without urtermediate support 40 psf Live Load and 12 psf Dead Load Material 2 Strio era I 3S ers 3 Stringers 3 Winters 3 Stringers Depth Withoet I With 214 1 Without I With 2YA Without With 2x4 w0ow With 2x4 Witlmet With 2x4 Roinforcement Reinforcement Reinforcement Rsinforc nt Reinforcomeati Reinforcement Reinforce ht Reinforcement Reinforcement Reinforcemi 914' 3'4' 4' -2° 6' -8' 6' -8" 8'-4' 8' -4' 4' -2' 7' -6° 10' -0' 5'- 8'- " 10'- ' 4'- ' 5' -0' 6'- T -6' - ' -2' 4' -2' 6'- 9' 2' 1' -0' 7' -6' 9' -2' 3'-4' 6' -8' 9' -2' 4' -2' 7' -6' 9' -2' 14' General Guidelines for Calculating Step Rise a • The rise times the run should equal approximately 75'. • Two times the rise plus one run should equal approximately 25'. • Rise plus run should be 17' to 18'. 'J.�e 4r T VJ.T s000 , General Notes • Maximum stringer runs shown are valid for U.S. codes (working stress) or Canadian codes (Limit States Design). Loads shown are unfactored. • Deflection criteria of U360 live load and L/240 total load. • Stairway assembly is unstable until treads are installed. • Use subfloor adhesive to improve the stair performance and minimize squeaks. • Tables based on 714' maximum rise and 10' minimum run. Local codes may be more restrictive. Use support blacks at in center to keep bondks above peand and • Maximum rise between floors or landings permitted by code is 12' -0'. out otmud and water. Protect (corer) • Keep materials dry. Add vapor barrier at bottom of stair stringer if it is in contact with concrete. buadks hem exposure to rain. • The attachment details shown are suggestions only; alternate details are possible. Responsibility remains with the project designer or engineer of record. • For assistance with loading conditions and stair configurations not shown, contact your iLevel representative. Level Trus Joist® TimberStrand® LSL Stair Stringer Design Guide TJ - 8003 June 2006 3 with intermediate support 100 psf Live Load and 12 psf Dead Load / \ WE CAN HELP YOU BUILD SMARTER. At iLevel, our goal is to help you build solid and durable homes by providing high - quality residential building products and unparalleled technical and field support. Floors and Roofs: Start with the best framing components in the industry: our iLevel" Trus Joists Silent Floors joists; Trus Joists rim board; and TimberStrand@ LSL, Microllams LVL, and Parallam@ PSL headers and beams. Pull them all together with our durable iLevel'" Trus Joists Structurwoods roof sheathing and self - gapping Structurwood Edges or Structurwood Edge Golds floor panels. For homeowners who are building their custom dream home, you can upgrade to our premium iLevel"' Trus Joists FrameWorks@ Floor System. Walls: Get the best value out of your framing package — use TimberStrand@ LSL studs for tall walls, kitchens, and bathrooms, and our traditional, solid -sawn lumber everywhere else. Cut down installation time by using TimberStrand@ LSL headers for doors and windows, TimberStrand@ LSL 45- degree columns for precision corners, and our Structurwoods wall sheathing with its handy two -way nail lines. Software Solutions: If you are a design professional or lumber dealer, iLevel offers a full array of software packages to help you specify individual framing members, create cut lists, manage inventories —even help you design whole -house framing solutions. Contact your iLevel representative to find out how to get the software you need. Technical Support: Need technical help? iLevel has one of the largest networks of engineers and sales representatives in the business. Call us for help, and a skilled member from our team of experts will contact you within one business day to evaluate and help solve your structural frame problems— GUARANTEED. CONTACT US OUR GUARANTEE 1.888.iLevel8 (1.888.453.8358) www.iLevel.coni iLevel @weyerhaeuser. cam P.O. Box ;.'is Boise, D sr 9 1 June 2006 AWeyerhaeuserO, a -Rim®, FrameWorkss, Microllams, Parallams, Silent Floors, TimberStrands, TJIs, and Trus Reorder TJ -6003 Joists are registered trademarks and iLevel is a trademark of Weyerhaeuser Company. ® 2006 Weyerhaeuser This guide supersedes all Company. All rights reserved. Printed in the USA on Weyerhaeuser Cougars Cover, 80#. previous versions. If this guide is more than one year old, contact your dealer or iLevel rep. JM