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HomeMy WebLinkAboutBP, CO & DOCS - 06-00290 & 291 - AMX Building - Technology Office - Site PlanOF gExB(IQC � d C I T Y T O ''j F , {� (/ T 1 U >) 7C �� V 1 `V s /'�_. PERMANENT DOCUMENT SB �� j HED Origination Date: "i l a I D Completion Date:' V 1% 10 DO NOT DESTROY j LOCAL STATE {� STORAGE ❑ ARCHNES U11a,ing Permit 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. 0 Date Approved Issued By f L p Building luspe tor THIS PERMIT MUST BE PROMINANTLY DISPLAYED AT THE SITE THE BUILDING MAY NOT BE OCCUPIED OR USED WITHOUT FIRST OBTAINING A CERTIFICATE 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. N O T I C E 2) The permit will become null and void in the event of any deviation from the the building beyond the point indicated in each successive inspection without ■ 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 approval. INSPECTION CARD BUILDING Date Annrnvad 1. Layout 2. Footing 3. Foundation 4. Framing 5. Insulation 6. Mechanical 7. Drywall 8. Sidewalk 9. Final ELECTRICAL Date A proved 1. Rough -In 2. Final OTHER Date Approved 1. Fire Department Fina PLUMBING Date proved 1. Sewer Service Conn 2. Water Service Conn( 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 0 • o�aEXB�R��d CI Of Certificate of Occupancy ° REX13U City of Rexburg Atnericas Family Community Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Phone (2081 359 - 3020 / Fax (208) 359 - 3024 Building Permit No: Applicable Edition of Code: Site Address: Use and Occupancy: Type of Construction: Design Occupant Load: Sprinkler System Required: 0600291 International Building Code 2003 346 Grand Ave AMX Building Type V, non -rated Office Space No Name and Address of Owner: Center Court Llc 3848 S 4413 W Rexburg, ID 83440 Contractor: Kyle Baldwin Special Conditions: Occupancy: Business - office, professional or service transactions This Certificate, issued pursuant to the requirements of Section 109 of the International Building Code, certifies that, at the time time of issuance, this building or that portion of the building that was inspected on the date listed was found to be in compliance with the requirements of the code for the group and division of occupancy and the use for which the proposed occupancy was classified. Date C.O. Issued: February 03, 2010 (02:42PM) 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 Inspect r- Fire Inspector: Electrical Inspector: P&Z Administrator CITY OF Certificate of Occupancy REX13U City of Rexburg Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Phone (208) 359 -3020 / Fax (2081359 -3024 Building Permit No: 0600291 Applicable Edition of Code: International Building Code 2003 Site Address: 346 Grand Ave Use and Occupancy: AMX Building Type of Construction: Type V, non -rated Design Occupant Load: Office Space Sprinkler System Required: No Name and Address of Owner: Center Court Llc 3848 S 4413 W Rexburg, ID 83440 Contractor: Kyle Baldwin Special Conditions: Occupancy: Business - office, professional or service transactions This Certificate, issued pursuant to the requirements of Section 909 of the International Building Code, certifies that, at the time time of issuance, this building or that portion of the building that ms inspected on the date listed vies 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 vies classified. Date C.O. Issued: June C.O Issued by:.� 09, 2009 (10:27AM) There shall be no further change in the e)asting 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 Ins OtG= ire Inspector; Electrical Inspector: P&Z Administrator: Conditional Occupancy Permit Community Development 19 East Main St janellh@rexburg.org Phone: 208.359.3020x346 Rexburg, ID 83440 www.rexburg.org .Fax: 208.359.3024 aF q�BXBUgG, v 6 0 C IT Y OF MX cy, Amerleds Family Community March 19, 2009 Center Court LLC 3848 S 4413 W Rexburg, ID 83440 RE: Permit #06 00291, AMX International Dear Center Court LLC: You have requested an occupancy permit for 346 Grand Loop. At this time it appears all requirements have not been met for the issuance of a Final Occupancy Permit. However, it has been determined by the Building Department that a conditional occupancy permit may be granted with the following requirements being met. 1) Trash enclosure needs to be installed. 2) Any site plan items not complete due to inclement weather need to be completed. A temporary occupancy permit will be issued until 6/1/2009 at which time the above requirements need to be completed. Upon completion of the above requirements, please call the City of Rexburg Building Department at (208) 359 -3020 extension 326. An inspector will be sent out and a Final Occupancy Permit will be issued. Sincerely, PERMANENT 01U&i�� Origination Date: --- Ja ell Hansen Completion Date: Permit Coordinator /Tech DO NOT DESTROY C LOCAL STORAGE -City of Rexburg Records Management ❑ STATE ARCHIVES REXBIURG 4C ity of Rexb urge 19 E. Main 83 C i 'r Y o Y i _------ - - - -._ _ Rexburg, Idaho 83440 a - - CW - ----- -- Phone (208) 359 -3020 Ameneai family Community STATE OF IDAHO Fax (208) 359 -3022 e-Mail April 3, 2007 REQUEST FOR A CONDITIONAL BUILDING PERMIT FOR PARTIAL BUILDING CONSTRUCTION TO: Building Official for the City of Rexburg Pursuant to the provisions of the International Building Code 2000, the undersigned requests that a building permit be issued for: Footings and Foundations only at: 638 Targhee Dr Rexburg, 83440 Acknowledgment is made that the plans for the complex are not complete and that final approval of the building will not be given until the final plans have been approved. We recognize that proceeding with partial construction at this time is entirely at the risk of the Architect/Owner with there being no assurance that the final Certificate of Occupancy for the entire building or structure will be granted. We further absolve the City of Rexburg and officers and employees thereof, of all resposibility for the issuance of a partial permit and further agree that any work performed under this permit will be removed or otherwise corrected to be in accord with the requirements of the final approved plans when a permit for the entire building of structure is (Rally granted. Dated: Tuesday April 3 2007 By Approved: Tuesday April 3 2007 CITY OF REXBURG B J Nell Hansen ermit Coordinator / Tech PERMANENT MELT_ ri ination Date: 4 Origination '--- Completion Date: A ��� DO NOT DESTROY LOCAL. STORAGE .City of Rexburg Records Management- ❑ STATE ARCHIVES CITY OF AEXB UAG BUILDING PERMIT APPLICATION of Owner /Applicant 19 E MA 208 - 359302 X326URG, ID. 83440 If the question d AMX Blg- Technology Offices PARCEL NUMBER 'L 19C$4 MR-)ms We will piUviu tans ror your SUBDIVISION: UNIT# BLOCK# "7 LOT #_ is based on the information - must be AV Ziv f>°^ rl c1� ; nnr � l ,2Nc9 . CONTACT PHONE # �0 8�� �y � - d �. t ? PROPERTY ADDRESS: PHONE #: Home ( ) Work ( ) Cell ( ) OWNER MAILING ADDRESS: I bh l �' c� } CITY: TJMG NC Q > STATE: ZJ ZIP: / EMAIL AfJ APPLICANT (If other than owner) (Applicant if other than owner, a statement authorizing applicant to act as agent for owner Origination Date:., APPLICANT INFORMATION: ADDRESS 1 n Q / , , -,Ci STATE; ZIP EMAIL D " DESTROY PHONE #: Home ( 0600291 CONTRACTOR DA ei// MAILING ADDRESS: CI'[Y AvI��"d STATB ZIP83y PHONE: Home# Work# Zyl - 7 Yyy Cell# 29,/-7 Fax# 4 EMAIL IDAHO REGISTRATION # & EXPIRATION DATE flow many buildings are located on this property? l Did you recently purchase this property? No Yes (If yes give owner's name) (3® Is this a lot split? NO YES (Please bring copy of new legal description of prof PROPOSED USE: Jn M m,e (e 1 oA (i.e., Single Family Residence, Multi Family, Apartments, Remodel, Garage, Commercial, Addition -1134115 u u JUN 12 2006 APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: nder enalt of perjury, I hereb certif have read this application and state that the information herein is correct and I swear that any information which may here ter be e 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 co ly t 0 to the subject matter of this application and hereby authorized representatives of the City to enter upon the above- tio d or arch ; ci j The building official may revoke a permit on approval issued under the provisions of the 2003 Intemational Code in cases of any a se s a nt�tbt in the application opr the plans on which the permit or approval was based. Permit void if not started within 180 days. Permit void if work stops for 180 days. '/ / 6 /_ 7 DATE prefer to be contacted by fa em ' r phone? Circle One WARNING — BUILD G PERMIT MUST BE POSTED ON CONSTRUCTION SITE! Plan fees are non- refundable and are paid in full at the time of application beginning fanum 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 ** Please corn ( ) LQC/�I STATE Work 1l o AR(`,HNFC 0 2 09/28/2007 05:05 20852997 BRYCE PAGE 03 4 41 Please complete the entire Application If the question does not apply 6! ^JAbIE „ 12MY TW t!s, PROPERTY ADDRESS SUBDIVISIOl` — 'rr_&rosS161!' l alk 0Z D.amg Units: Parcel Acres: ,/ Z 0600291 638 Targhee Dr AMX Building SETBACKS FRONT SIDE_ SIUB __BACK .Remodeling Your Building /Home (need Estimate) SURFACE SQUARE POOTAGE.• (Shall include the exterior wall measurements of the building, First Floor Axes N"Oeo Unfinished Basemewt area Second floor/loft area, ya Finished basetnent area Third flocx /left aria Garage aces _ S hid or Bar Carpo %Deck (30" above grade)Ate-i Water Meiet Quantity: Water Metct Sirc: Requkedffl No* ir -►r PLUMBING �/ D Piumbmg Contracto ?a Nwnc. Addtew. r),4 S _ — City IA &8 - State zi & Ya/ C Phoney ( j TY — Business Phone: ( ) d - 9 y/ )✓tztili�._ _ - — Fax Clorhes Washing Machine. Di&.wuher Floor Diana _.__. Garbage Disposal hot Tub /Spa Sinks (Lavaturies, ltitcheus, bar mop) Sprinklers U LC b 9 U U� j7j _Tub /Shower: 'r Toilet /Urinal. SEP 2 S 20 Water Heater VCatr_- so ,nJC ITY OF R EXB R O Plumbing Estimate 5da ` (Commercial Only) Requited) tua of Li ssd / a - ccactos Cioense nnber 1 OI V�j' ��JC�M1�'7 C!�flHJ/ �0� td�d�Af� I1' /bI AD�f of IAjJHn >` /—oa7 Date the Siam of TAada 4 09/28/2007 05:05 20852997 BRYCE PAGE Please complete the ent AppliCationl If the aut sdoa d oe- ..at m mlv M in NA for non appUcabk NAME - PROPEKrY ADDRESS SUBDIVISION 0600291 638 Targhee Dr AMX Building Requfrcdffl MECHANICAL jvoNar IJAW ow A& rxwe ivlechanieal Contm Fiume: li(i lv <. uelriess Name: D _d ��,� Address B D � �r_ Ij s JOY-. Q_ _ — cit y . 2 &gs Stat Zip Contact Phone: ( '3 -71 S` Business Phone: r! S Em _ ____ — 7 y 0 1 3 Mechanical Estimate $ 2 dew 1b' (Commercial /Multi Pan* Only) FIX=U_V & APPJJANCES COVNT ( e Famjy pweBjqff 0 Furnace exhaust or Veat Ducts _-2 Furnace/ Air Con8itionet Combo Heat Pump :fir Conditioner Evaporative Coolcr Unit Heater )pace Heater ,Decorative gas -fired appliance Incinerator System Bailer Pool Heater Dryer Vents Range Hood Vents C ook Store Vents Z Bath Fan Vents Fuel Gas Pipe Ouders including stubbed in or future outlets lnlet Pressure iYeter Supply) PSI other sires at rents & ducts: Li (circle all that apply) Oil Goal Fireplace E lectric Hydtoalc -a,, 4/2 - SwtugoiLiceimed Contcacsot I'b w -- License number r,Aedxe u Ibe mw ru Daft f die Sate NK 09/28/200,7 05:05 2085299 ' BRYCE PAGE 02 Please complete the ent. : Applicationl If the oucsdon doe- ..at sboly fiR in NA for non apply able NAME PROPEK17Y ADDRESS SUBDiV.TSION 0600291 638 Targ hee Dr AMX Building Required!!. MECHANICAL wotiar /JAW Ar J%& ?.vw.c Mechanical Con=ctoes Nsrne_ k a $ ire <• ueiness Name: I ►'t a-s .Address .a.s`�►i x - -Fs,- I•Is 1,r, o� Ciq a &4,s State -- Zip_kw Contact Phone: ( j_ 3 ?I Business Phone: ( ) 9 q7t S'_ Em ai] — -7 U 0 1 3 Mechanical Estimate $ p ia'"' w (CommerciWMulti Family Only) NX?'(I US & APPLIANCES COON? ~e Famffy DwdUW ODly) Furnace Exhaust or Veat Ducts Furnace; Air ConcUtione:t Combo Dryer Vents ___ Heat Pump .fir Conditioner Evaporative Cookr Unit Heater Space Neater ,Decorative gas -fired Indner System Boilex Pool Heater Range Hood Vents _. Cook Stove Vents PRA j ll ,j I �,1 e L Jr, , - a 2008 L CITY OF REXBURG Bath Fan Vents Similar vents & ducts: It II 11 SEP 2 8 �� Fuel Gas Pipe Ouden ineluriing stubbed in or future outlets Inlet Pressure flvieter Supply) PST / 4J f^',f lieat (Circle all that apply) (Q. Oil Coal Fireplace Electric Hydr om; 9 + . a, q1"t 11"Wo nwd Contractor T/X 00 V &v An t Licenw number r,Ardmku - 7 Date AM State 5 0 Ll 04 gEX6 UPC Al r� CITY O F ` — V11G BUILDING S AFETY DEPARTMENT N`I 1 19 E. St. Phone: 208 -359 -3020 x326 ' Americas Family Community Rexburg, Idaho 83440 Fax: 208- 359 -3024 V=.rexburg oar janellh(Rrcxburg o�Q APPLICATION: "CONSTRUCTION PERMIT" CONSTRUCTION PERMIT #: PERMIT APPROVED: YES/ NO APPROVED BY: $50.00 FEE PAID: YES /NO - APPLICANT INFORMATION: BUSINESS NAME: ,4tm X 'r 4-4c y , , A,`otvod aAle OFFICE ADDRESS: 1,0001 I st s+rr ° - T -j'0 j;a,\)s , g- y V( City State Zip OFFICE PHONE NUMBER:( 2_e S ) L/ � -$Z 17 CONTACT PERSON: CELL PHONE # - LOCATION OF WORK TO BE DONE: STREET ADDRESS WHERE WORK WILL BE DONE: BUSINESS NAME WHERE WORK WILL DATES FOR WORK TO BE DONE: CONTACT PERSON: A )3E ONE: A 45:� TO / / Z a PHONE NUMBER: ) 2c1/— 7 CELL # (u�) 2VI-- PLEASE CHECK THE TYPE OF PERMITS) YOU ARE APPLYING FOR: ❑ AUTOMATIC FIRE- EXTINGUISHING SYSTEMS ❑ COMPRESSED GASES FIRE ALARM AND DETECTION SYSTEMS AND RELATED EQUIPMENT ❑ FIRE PUMPS AND RELATED EQUIPMENT ❑ FLAMMABLE AND COMMBUSTIBLE LIQUIDS ❑ HAZARDOUS MATERIALS ❑ INDUSTRIAL OVENS ❑ LP -GAS ❑ PRIVATE FIRE HYDRANTS ❑ SPRAYING OR DIPPING ❑ STANDPIPE SYSTEMS ❑ TEMPORARY MEMBRANE STRUCTURES, TENTS, AND CANOPIES APPLICANTS SIGNATURE DATE G SUBCONTRACTOR LIST Excavation & Earthwork: L1 '31 1 O M © N 5 0 rJ e T d\. Masonry: — fe 0 Roofing: Insulation: Drywall: Jy� Painting: CeP*& ZAS)/ Floor Coverings: SNaW jv—� Plumbing: 7'$D Heating: 7'�A P Tie 0 Special Construction (Manufacturer or Supplier) Roof Trusses: TS /A-C Floor /Ceiling Joists: TAP '�- Siding/Exterior Trim: W Other: 7 • . Plan Checklist for the 2003 International Building Code Name of Project: USE AND OCCUPANCY 1. Classification as per Sections 302.1 & 303 tru 312 2. Incidental use areas see Table 302.1.1 3. Identify if mixed occupancy exis s. Yes or No X If no then skip #3 below. Accessory Space (10% or un er Nonseparated Mixed Occup er Section 302.3.1 Separated Mixed Occupan le 302.3.2 Identify on plans Fire Barrier Walls and/or Horizontal Assemblies in u n rating 3. If Assembly Occupancy i it 750 sq. ft. or less as per Section 303.1 or less than 50 occupants as per Section 303.1.1 4. Covered Malls, see Section 4 2 Atr' see Section 404. Underground Buildings see Section 405. Motor Vehicle Occupancies se Se ti I -2 Occupancies see Section 407. 1 -3 Occupancies see Section 408. Motion P'ctur P j do oms see Section 409. Stages and Platforms see section 410. Special Amu eme t ui din s Section 411. Aircraft Related Occupancies see Section 412. Combustibl Stora g s e Se 413. Hazardous Materials see Section 414. H- Occupancies see Section 15. pl'catio o Flammable Finishes see Section 416. Drying Rooms see Section 417. Organic Coati gs ee S ction 418. HEIGHT AND AREA 1. Area, First Floor f S3 7 ,Second Floor ' f ' 111 , Third Floor �c/% 2. Area meets requirements as per Table 503. (Basements need not be included as per Section 503.1.1) Yes No_X 3. Height meets requirements as per Table 103. Yes No 4. Buildings on same Lot? Y No K If no then ski #5 below. 5. Regulated as Separate��' //far Regulated as one Building as per Section 503.1. 6. Height modified as per Section 504. Yes No /Y If yes , sprinklers are required. 7. Area modified as per Section 506. Yes_ No If yes use the area provided below to calculate increase. /O 0 � l 75 PER , � Origination C ex _ d � � 7 5� r✓�' SU Completion Date: DO NOT DESTROY STORE STATE STORAGE ❑ ARCHIVES -City of F exburg Records Management- Total Area Allowed after Increase S `' At Shown on Plans `�^ 3 ` Ae; 8. Zero Lot Line Buildings see Section 705. For Mezzanines see Section 505. Unlimited Area Buildings see Section 507.x/ , TYPES OF CONSTRUCTION AND FIRE RESISTANCE. 1. Identify the Type of Construction as per Section 602 v B 2. Check allowable material for Type I and II buildings as per Section 603 3. Table 601 - Identify Building Element Ratings 4. Table 602 - Identify the Fire Resistance Ratings of Exterior Walls 5. Check Openin s in Exterior Walls for compliance with Table 704.8.(If sprinklered, see Section 704.8.1) 7 P / 6. Projections meet requirements of Section 704.2 /l k - 7. Check for window vertical exposure from roof below as per Section 704.10 8. Check that Parapets are not required as per Section 704.11_ 9. Are Firewalls used or r quired? Yes No If no, skip #10 below. 10. Check Firewalls f S Stability Fire Resistance Rating as per Table 705.4 Made of Noncom serials(except Type V ) Horizontal Continuity Vertical Continuity to Exterior Walls as per Section 705.5.1 Extend to Horizontal Proj cti as per Section 705.5.2 Openings (no windows) as per Section 705.8 t t Penetrations meet requirements of Section 712 Ducts and Air Transfer peni g rewall meet requirements of Section 705.11. 11. Are Fire Barriers used or required? (as required by table 302.3.2) Yes NoX If no skip #12 below. . 12. Check Fire Barr' fo ural stability as per Section 706.4. Openings limited to 25% of wall. ing size of 120 sq. ft. (unless sprinklered) Check that Penetrations ments of Section 712. Ducts and Air Transfer Openings meet the requirem is 12 and 716. 13. Are Shaft Enclos required? Yes No If no then skip #14 below. 14. Shaft Enclosures meet the requirements of Section 707.x// 15. Are Fire Partitions used or required? Yes No X If no then skip #16 below. 16. Check Fire PN r Structural Stability and Continuity as per Section 708.4. Dwelling units that are d are allowed '/2 hr. separations versus 1 hr. Check that Penetration irements of Section 712. Ducts and Air Transfer Openings meet the requir ction 712 and 716. 17. Fire Rated Ceiling Panels meet requirements as per Section 711.3.1AZ/01 18. All Penetrations in Fire Resistive Walls and Horizontal Assemblies meet the requirements of Section 712... X 19. Fire Resistive Joint Systems meet the requirements of Section 713 20. Doors and Shutters in Fire Resis ' e Assemblies meet the requirements of Table 715.3 21. Fire Doors are Self Closing._�lk 22. Fire Windows or Glazing conform to Section 715.4 and �T ble 715.4. 23. Fire and Smoke Dampers conform with Section 716. / 24. Fire Blocking and Draft Stopping is provided as per Section 717Ah�� raft Stopping is not required at partition line in dwelling units with combined space of less than 3000 Sq. Ft and not required if in sprinklered building with sprinklered concealed spaces) 25. Wall and Ceiling Finishes meet the requirements of Table 803.5 and Section 803. 26. Floor Finish meets requirements of Section 804. • FIRE PROTECTION SYSTEM 0 1. Is a Fire Protectiqn System required for this building in order to meet area, height etc. requirements? 2. 3. Yes No If no skip #2 below. List the type of system that is required 4 Other requirements requiring Fire tt io n ystems (check if needed): Group A (As per Section 3.2.1 Group E (As per Section 3.2.2 Group F -1 (Asper Sectio 03. .3 Group H (As per Section 3.2 ) Group I (As per Section 0 .2 ) Group M (As per Sectio 9 3 ) Group R (As per Sectio 90 .7) Group S -1 (As per Sec ion 9 .2. ) Group S -2 (As per Se ion 9 3.2.9) All Buildings except R -3 and U (Asper Section 903.2.10 Ducts conveying Hazardous Exhausts (As per Section 903.2.12.1) Commercial Cooking Operations (As per Section 903.2.12.2) As per Table 903.113 'IV �/� 4. If Sprinklers needed as identifie in t.3 1'st type of system required. 5. If Sprinklers required y any 7o the b e, Are Monitors and Alarms provided as per Section 903.4? 6. If an Alternative Aut atic ire t' g ishing System is identified, does I meet the requirements of Section 904? 7. Are Fire Alarms below. 8. Do Alarms meet 9. Is smoke control Sections 909._ 10. H Occupancies r MEANS OF EGRESS 907 or 908? Yes No if no then skip #8 Sections 907 or 908? 402, 404, 405 or 410) Yes No and heat vents as per Sections 415.6 and 410. If yes, see 1. Minimum height of 7'as per Section 1003.2. 2. Any protruding objects meet the requiremenAoSection 1003.3.--Y- 3. The occupant load shown on plans. / 4. The occupant load as per calculated by Table 1004.1.2. 5. Occupant load posted in every assembly, occupancy as per Section 10043 1 6. Egress width is identified on plans. 7. Egress width meets requirements as calculated per Table 1005.1. X 8. Multiple means of egress sized so that the loss of any one means of egress shall not reduce the available egress capacity to less than 50% of total required 9. Door encroachment does not reduce the required egress width to less than 50% required: 10. Means of egress is illuminated as per Section 1006. A 1 11. Illumination emergency power is shown for means of egress as per Section 1006 12. An enclosed exit stairway is shown. Yes No X if no, skip #1 #14 and #15 below. 13. Enclosed stairway has an area of ref ige(as per Section 1007.6). Ai 14. Area of refuge has 2 -way mmunications, instructions and is identified as per Sections 1007.6.3, 1007.6.4 and 1007.6.5. 0 0 15. Door clear widths are a minimum of 32 ". Except as allowed by exception of Section 1008.1.1. 16. Doors swing in the direction of travel where serving 50 or more persons or in a H occupancy. k 17. Specialty doors meet the requirements of 1008.1.3. 18. All egress doors have a landing on both sides as per Sections 1008.1.4 and 1008.1.5. '' 3 nlD74�2 Sad- 19. Thresholds are ident'fied as a maximum of %2" high, for swing doors and 3 /4 " for sliding doors as per Section 1008.1.6. 20. Space between two doors is less than 48 "(except R2 &R3 non Type A units). e*r 21. Locks and latches meet requirements of 1008.1.8. 22. Panic hardware is shown at required locations (Section 1008.1.9). 23. Does a stairway exist. Yes No _ If no, skip #24 thru #28. 24. Stairway doors do not open over stairs. 25. Stairways ar minimum of 44" wide(except where occupant load is 50 or less or as per Section 1009.1) 26. Maximum riser is 7 i h s minimum tread is 11 inches. 27. A landing is prow' e a th t p and bottom of each stairway. 28. Maximum verti 1 ri e ' a landing is 12'. 29. Handrails are i en i i t at eet the requirements of Section 1009.11. 30. Handrails retu to 11 etc. or are continuous to next stair handrails / 31. Elevation change of over 1/20 is designed as a ramp as per Section 1010 32. Exit signs are identified when over 2 doors are required for exiting._ 33. Exit signs are spaced no more than 100' apart or to the door. �( 34.42" guardrails are shown whenever a walking surface is over 30" above grade. 44 - 35. Any roof mechanical equipment within 10' from edge has a guardrail shown. 36. Egress does not pass through intervening spaces unless the space is accessory to the area served and the intervening space is not hazardous. V 37. If multiple tenant spaces exist, egress from any one does not pass through another. 38. Length of common egress travel does not surpass requirements as per Section 1013.3. 39. Required egress aisle adjacent to tables shall comply with Section 1013.4.2. 40. 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, I -1, I -3, I -4, & R- 10 occ. d. Occupancy S - 30 occ. 41. Where two or more exits are required, they are a minimum of /2 the diagonal distance of the space served apart or where the space is served by an automatic sprinkler system, the distance is 1/3. 1-y 42. If boiler or furnace rooms over 500 sq. ft. with btus over 400,000, two exits are provided 43. Refrigeration machinery rooms and refrigerated rooms o er 1000 sq. ft. have two exits. 44. Stage means of egress comply with Section 1014.6 45. Exit Access travel distance meets requirements of Table 1015.1. 46. Exterior exit l plconies constructed in accordance with Section 1015.3 have 100' added to their travel distance. -" 47. Corridors are rated as per Table 1016.1. ' v 48. Corridor widths meet requirements of Section 1016.2 49. Corridor dead ends are less tan 20' or 50' for sprinklered occupancies B and F. 50. Corridor not used as plenum unless in a tenant space of less than 1000 sq. ft. 51. The minimum number of exits for occupant load meets the following: 1 -500 requires 2 exits 501 -1000 requires 3 exits More than 1000 requires 4 exits • i 52. Buildings with one exit meet the requirements of Section and Table 1018.2 53. Interior stairwells required as a means of egress meet #1e requirements of Section 1019. 54. Space under stairs is identified as 1 -hour rated.A/ 55. Exterior ramps or stairs are open on pne side and have a minimum of 35 sq. ft. of open space not less than 42" above any floor level. 56. Exterior ramps and stairways are protected from the inside of building as per Section 1022.6. 57. Exterior balconies, stairways and ramps are over 10' from to lines and other buildings on the lot. 58. Egress courts meet the requirements of Section 1023.5.1 59. Assembly occupancies meet the requirements of Section 1024. 60. Window egress or better is provided in every sleeping room and any habitable basement. 61. Vestibule is provided as per Section 802.3.6 of the International Energy Conservation Code. X 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. 10% of hospital out patient parking is accessible and 20% of rehab or physical therapy 5. Van spaces are provided.(one out of six and any portion) 6. Accessible parking is rovided on shortest route from accessible parking to the accessible building entrance.7 7. Group I occupancies meet accessibility requirements as set forth in Section 1107.5 8. Group R -1 occupancies meet the requirements of Section 1107.6 and Table 1107.6.1.1. 9. Where 4 or more apartment units, one level town homes or condos are located in one structure, all units are designed ay�ype B units as per ICC /ANSI 117.1 unless on a upper level without elevator service. 10. 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 ICC /ANSI 117.1. 11. Wheelchair spaces (and companion seat as / per Section 1108.2.5) are provided in Assembly Occupancies as per Table 1108.2.2.1. 12. Assistive listening systems are provided in Assembly op�upancies where audible communications are integral to the use of the space. 13. Any Assembly occupancy performance area has an accessible routq yLs per Section I I08.2.W 14. Any dining area in an Assembly Occupancy is fully accessible. 15. Self service storage facilities shall provide accessible spaces as per Section 1108.3. 16. Toilet and bathing facilities are accessible(unless in a private office)as per S ction 11 9.2.� 17. Unisex toilets and bathing rooms are supplied as per Section 1109.2.1 18. Where sinks are provided, 5 %, but not less than 1 is accessible. 19. Where a kitchen or kitchenette is provided, it is accessible(unless in Type B dwelling). 20. Storage cabinets, 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 /150 of the floor space or 1/300 with vapor barrier._ 2. 50% of the attic ventilation is 3 ft. above eaves. X 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. Interior spaces that do not have openings directly to outside meet requirements of Section 1203.4.1.) 6. Bathrooms containing bathtubs, showers or spas are mechanically vented.44 7. Natural or Artificial light is provided that meets the requir ments of Section 1205._ 8. Courts shall meet the requirements of Section 1206.3. 4 9. Dwellings party walls and floors meet the requirements of Section 1207. -',,� 10. All habitable rooms shall be a minimum of 7' wide, and a minimum of 70 sq. ft. in area. 11. Dwelling units(except Section 1208.4 efficient units) have one habitable room of 120 sq. ft.� 12. All ceilings are a minimum of 7'6" with no more than 1/3 at 7'0". < 13. Attics and crawl spaces have access openings as per Section 1209. 'Y 14. An energy review has been submitted that meets the requirements of the International Energy conservation code.-,X- EXTERIOR WALLS AND ROOFS 1. Exterior Wall Vapor retarder provided unless another approved means to avoid condensation and leakage has been provided. 2. Water resistant barrier shown on sheathing as per Chapter 14. 3. Masonry veneer is flashed at bottom and has weep holes as per Section 1405.3.2. ')C� 4. Masonry veneer shall be mechanically attached as per Section 1405.5. 5. Stone Veneer is anchored as per Section 1405.6 6. Sidings shall be applied as per Section 1405. 7. Fire separation distance for combustible veneers(siding) meet that of Table 1406 2.1.2. 8. Balconies that protrude shall meet the requirement of Table 601 for floors 9. Metal Composite Materials(MCM) shall meet the requirements of Section 1407. ✓/.� 10. Roof coverings meet the requirements of Table 1505.1. 11. Double underlayment is provided in asphalt roofs with minimum slope of 2:12 up to and including a 4:12 slope. 12. An ice dam membrane (one continuous sheet or two sheet cemented together) for all asphalt roofs is provided from the roof edge to 24" inside of the ins' e of the exterior wall. �d 13. Drip edge metal is provided along all roof edge. � l 14. Metal roofs meet the requirements of Section 15 7.4.- / 15. Built -up roofs meet the requirements of Section 1507.10.- 16. Single Ply Plastic Roofing meet requirements of Section 1507.12 and 1507.114 17. All other roofing types meet the requirements of Section 1507. Y 18. Buildings with roof drains have drains designed and sized as per UPC 1 105.0. - 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, gr nd 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.X C. Roof Snow load, including the flat roof snow load, the snow exposure factor, the snow load importance factor and the thermal facto 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. V 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 liv oads 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. Architectural, mechanical and electrical components meet the seismic requirements of Section 1621. 8. Where special fabrication (usually steel) is performed cff sight, the fabricator has provided a certificate of compliance as per Section 1704.2.2. 9. Special inspections are identified for welding. 10. Special inspections are identified for high strength bolting. 11. Special inspections are identified for concrete construction except as excluded by Section 1704.4._ 12. Special inspection are identified form sonry as per Section 1704.5 13. Special inspections are ide ifie for 11 reater than 12" deep where a load is applied. 14. Special inspections are ide ifi for 11 i r and pile foundations. 15. Special inspections are id if d fo s d on fire resistance applications. 16. Special inspections are id n ifi d f s o e control systems. 17. Quality assurance plan f r s i is e t is provided (except for design light frame as per chapter 2308 or reinfor d o ss an 25 feet high) 18. Special inspections are rovi ed or eis is force resisting systems. 19. Structural observation as per S tion 1709 are identified for structures in Seismic Use Groups II or III. 20. 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. A soil investigation is required per the requirements of Section 1802.2 where questionable soils such as fill materials, organic oils, clays or questionable rock strata exist. Do any of these �� conditions exist? Yes No If yes, are the necessary soil reports provided? Yeses 3. Grading is a minimum of 2% for concrete or asphalt surfaces or 5% for R atural surfaces. 4. Information provided as per Section 1803.5 for any structural fill. 5. Footings (except for 1 story category 1 buildings no bigger than 400 sq. ft.) are 36" below grade for frost protection. -- A 2 6. Buildings on or adjacent to greater than 3/1 slopes meet requirements of Section 1805.3. 4)M 7. 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).__eA5'0 8. Footings designed so that the allowable bearing capacity of the soil is not exceeded. Ar 9. Foundation meets the requirements of Section 1805.5 (including tables l805.5 10. Except for Group R and U occupancies of light framed construction of seismic design D and less than 3 stories in hieght, concrete is a minimum of 3000 p.s.i.. V 11. Retaining walls are designed with a lateral sliding and overturning factor of safety of 1.5. • • 12. Foundation drain e system or water - proofing (Section 1807.3) is provided where water table warrants. Iff 13. Damproofing shown under slabs as per Section Vo=*�k 14. Damproofing shown for foundation walls. . 15. Minimum of 4" of gravel is shown under all slabs. 16. Foundation draigis installed (except in well- drained gravel areas) as per Section 1807.4.2 and 1807.4.3._ //V 17. Piles meet requirements of Section 1808, 1809, 1810 and 1811. / 18. Piers are a minimum of 2' wide and meet requirements of 180 .8"2.23. and 1812._` CONCRETE and MASONRY 1. Construction documents show compressive strength of concrete, strength or grade of reinforcement and the size and location of reinforcement. 2. Structures assigned to Seismic Design ategory D contain a statement identifying if slab -on -grade is designed as a structural diaphragm.Ag- 3. Concrete exposed to freezing weather has air entrainment as per Table 1904.2.1 and meets the requirements of Section 1904.2.2 and Tables 1904.2.2(1) and 1904.2.2(2). 4. Masonry construction documents identi size, grade, type and location of reinforcement, anchors and wall ties as per Section 2 W 1.3. 5. Masonry fireplaces ha /ds* 12" thick footings that are 6" wider than masonry. 6. Masonry fireplaces h inforcement and anchors as per Section 2111. 7. Masonry fireplaces e t quirements of Section 2111 and Table 2111.1. 8. Masonry chimneys ha of Section 2113. WOOD 1. Truss drawings identify requirements as per Section 2303.4.1. 2. Joist layout plans are provided. Engineered products have computer layout. 3. Floor and roof sheathing meets requirements of Section 2304.7. 4. Connections and fastening meet the requirements of Table 2304.9.1. 5. Fasteners in preservative treated wood are hot - dipped zinc coated galvanized steel, stainless steel, silicon bronze or copper. 6. Wood framing members above foundations are 8" (min.) above soil. 7. Diaphragms do not exceed the 4:1 ratio for all edges blocked and 3 :1 for unblocked. 8. Shear wall aspect ratios meet the requirements of Table 2305.3.3. 9. Shear wall design meets requirements of Section 2305.3. GLAZING 1. Glazing in pool, sauna, hot tub, steam room, bathtub or sh / * er enclosures (unless over 60" above standing surface) is safety glazing as per Section 2406. 2. Glazin w'thin 24" of door (unless over 60" above standing surface) is safety glazing as per Section 2406. 3. Glazing greater than 9 sq. ft., bottom 4low 18 ", top above 36" and 36" from walking surface is safety glazing as per Section 2406 4. Glazing in guards and rails is safety glazing as per Section 2406 5. Glazing next to stairways, landings an ramps (unless over 60" above standing surface) is safety glazing as per Section 2406.___�/ 9 MISC. 1. Number of plumbing fixtures shall meet the requirements of Table 2902.1.' 2. Separate toilet facilities are provided for spaces with 16 or more employees, or combination of employees and customers (except for mercantile occupancy with occupancy of 50 or less). 3. Public toilet facilities are provided as per Section 290 6.—)S;�— 4. Elevators meet the requirements of Chapter 30. 5. Pedestrian walkways meet the requirements of Section 3104. 6. Awnings and canopies meet the requirements of Sectigg 7. Marquees meet the requirements of Section 3106.—Id/—A 8. Swimming pool enclosures and safety devices meet the requirements 0 Section 3109. — 9. Protection for pedestrians meets the requirements of Section 3 , 6. 10. Existing structures meet the requirements of Chapter 34. 0 OAM Design Standards for structures less than 25,000 square feet. Note: Please see Rexburg's Development Code for design standards for structures over 25,000 square feet, or for developments located in the Neighborhood Business District or Central Business District zones. Please demonstrate how your project meets the following requirements: Developments with facade over 40 feet in linear length shall incorporate wall projections or recesses a minimum of 3 foot depth and a minimum of 8 contiguous feet within each 40 feet of facade length and shall extend over 20 percent of the facade. All sides of a structure clearly visible from a public street shall be so treated. Developments shall use animating features such as arcades, display windows, entry areas, or awnings along at least 60 percent of the facade. Where principal buildings contain additional, separately owned stores, which occupy less than twenty -five thousand (25,000) square feet of gross floor area, with separate, exterior customer entrances: a. The street level facade of such stores shall be transparent between the height of three feet and eight feet above the walkway grade for no less than 60 percent of the horizontal length of the building facade of such additional stores. NA b. Windows shall be recessed and should include visually prominent sills, shutters, or other such forms of framing. Building facades shall include a repeating pattern that shall include no less than three of the elements listed below. At least one of theses elements shall repeat horizontally. All elements shall repeat at intervals of no more that thirty (30) feet, either horizontally or vertically. -Color change - Texture change - Material module change - Expression of architectural or structural bay through a change in plane no less than 12 inches in width, such as an offset, reveal, or projecting rib. err Vo V�c-4Ar-4 r r Roof lines shall be varied with a change in height every 100 linear feet in the building length. Parapets, mansard roofs, gable roofs, hip roofs, or dormers shall be used to conceal flat roofs and roof top equipment from public view. Alternating lengths and designs may be acceptable and can be addressed during the preliminary development plan. Predominant exterior building materials shall be high quality materials. These include, without limitation: -Brick -Wood - Sandstone -Other native stone - Tinted, textured, concrete masonry units Facade colors shall be low reflectance, subtle, neutral, or earth tone colors. The use of high intensity colors, V , metallic colors, black or fluorescent colors is prohibited. Building trim and accent areas may feature brighter colors, including primary colors. Neon tubing shall not be an acceptable feature for trim or accent. Predominant exterior building materials as well as accents shall not include the following: V / - Smooth -faced concrete block - Tilt -up concrete panels without mitigating surface treatment - Pre - fabricated steel panels 0 r Each principal building on a site shall have clearly defined, highly visible customer entrances featuring no less than three of the following: - canopies or porticos U - overhangs -recesses/projections - arcades - raised corniced parapets over the door - peaked roof forms - arches - outdoor patios - display windows - architectural details such as tile work and moldings which are integrated into the building structure and design - integral planters or wing walls that incorporate landscape areas and /or places for sitting No more that 60 percent of the off -street parking area for the entire property shall be located between the front facade within the front yard of the principal building(s) and the primary abutting street unless the principal building(s) and /or parking lots are screened from view by out -lot development (such as restaurants) and additional tree plantings and /or berms. Parking shall be located to the rear of the building or screened so that it does not dominate the streetscape. Fences, hedges, berms and landscaping shall be used to screen parking areas. When large parking lots are necessary, increase the landscaping to screen the lot and divide the lot into smaller components. Landscape islands must be provided in the interior of large lots. These may double as snow storage areas in the winter months. The minimum setback for any building facade shall be in accordance with the requirements for all Commercial zones, except Community Business Center. Where the facade faces adjacent res idential uses an earthen berm shall,be ins n(2, less than 6 feet in h ' lit containing at a minimum a double rowof e en or deciduous trees. planted.at intervals of 15,feet..oa wntvr. Additional landscaping may be required r by the lan Pning Commission to effectively buffer adjacent land use as deemed appropriate. Any and all additional landscape requirements of all the Commercial zones, except Central Business District, shall apply. 0 w Areas for outdoor storage, truck parking, trash collection or compaction, loading, or other such uses shall not be visible from public or private rights -of -way. y fr No areas for outdoor storage, trash collection or compaction, loading, or other such uses shall be located within 20 feet of any public thoroughfare of street, public sidewalk, or internal pedestrian way. W Loading docks, truck parking, outdoor storage, utility meters, HVAC equipment, trash dumpsters, trash compaction, and other service functions shall be incorporated into the overall design of the building and the landscaping so that the visual and acoustic impacts of these functions are fully contained and out of view from adjacent properties and public streets, and no attention is attracted to the functions by the use of screening materials that are different from or inferior to the principal materials of the building and landscape. Non - enclosed areas for the storage and sale of seasonal inventory shall be permanently defined and screened with walls and /or fences. Materials, colors, and designs of screening walls and /or fences and the cover shall conform to those used as predominant materials and colors of the building. If such areas are to be covered, then the covering shall conform to those used as predominant materials and colors on the buildings. Temporary sales /displays, such as Christmas trees, landscape materials, and fireworks, shall follow all outdoor requirements for all the Commercial zones, except Community Business Center, as described in the Development Code. Location and time /duration of such sales /displays shall be reviewed and approved by the Community Development Director or appointed designee. Sidewalks at least six (6) feet in width shall be provided along all sides of the lot that abut a public or private right - of -way, excluding interstates. The Planning Commission may waive this requirement as part of a development agreement. CI 0 Continuous internal pedestrian walkways, no less than five (5) feet in width, shall be provided from the public sidewalk or right -of -way to the principal customer entrance of all principal buildings on the site. At a minimum, walkways shall connect focal points of pedestrian activity such as, but not limited to, transit stops, street crossings, building and store entry points, and shall feature adjoining landscaped areas that include trees, shrubs, benches, flower beds, ground covers, or other such materials for no less than 50 percent of their length. H �e'C .s Sidewalks, no less than five (5) feet in width, shall be provided along the full length of the building along any V' facade featuring a customer entrance, and along any facade abutting public parking areas. Such sidewalks shall be located at least six (6) feet from the facade of the building to provide planting beds for foundation landscaping, except where features such as arcades or entryways are part of the facade. Internal pedestrian walkways provided in conformance with Subsection b above, shall provide weather protection features such as awnings or arcades within thirty (30) feet of all customer entrances, constructed parallel to the facade of the building. This is not intended to extend into the driving aisles or parking areas. All internal pedestrian walkways shall be distinguished from driving surfaces through the use of durable, low maintenance surface materials such as pavers, bricks, or scored concrete to enhance pedestrian safety and comfort, as well as the attractiveness of the walkways. Signs shall be installed to designate pedestrian walkways. Each commercial establishment subject to these standards shall contribute to the establishment or enhancement of pedestrian and public spaces by providing at least two (2) of the following: patio /seating area, pedestrian plaza with benches, transportation center, window shopping walkways, outdoor play area, kiosk area, water feature, clock tower, steeple, or other such deliberately shaped area and /or a focal feature of amenity that, in the judgment of the Planning Commission, adequately enhances such Community and public spaces. Any such areas shall have direct access to the public sidewalk network and such features shall not be constructed of materials that are inferior to the principal materials of the building and landscape. • Owner- Project 5 Feature D Y E R (1"t - I &,,,. /� By Chk'd By Rev. By Project No. G R O u P PLC Date Date Date Sheet J of ENGINEERING • PLANNING • MANAGEMENT t' , i - T 1 i i i I i i t - �- i- � n i i i � z I i t , I i i I I f HHI 1 i � e Omer- Project Feature 4 By Chk'd By Rev. By Project No. G R O U P «< Date Date Date Sheet of ENGINEERING • PLANNING • MANAGEMENT J j i i {` I - 1 _. i IE - - ( i -r- Trus Joist • Classic Glulam* Specifier's Guide 2010 - October 2004 3 Architectural and Industrial 24F -1.8E _ Y �� r Des�gnPraperty Depth ME �w} 12, =G` 13/i � 6 /i�-�• 18 ., � �,,)- 6..$� 7 /z„ -;_9 „�. X10 /z,;` Positive Moment (ft Ibs) i 3,750 5,860 8,440 11,485 15,000 18,985 1 23,440 1 27,960 1 32,700 1 37,765 Negafn!el4Tomerit(ftlbs} "4 2,890 4,515 6,505 8,855 11,565 14,635 18,065 1 21,860 26,015 30,530 ;Shear (Ills) 3,000 3,750 4,500 5,250 6,000 6,750_ 7,500 8,250 9,000 9,750 ` M omentoffnetia(tn 4 ) 56 - Wei ht(plfl , e 1 4.6 _ 110 5.7 190 301 6.8 8.0 450 9.1___ 641 879 1 1,170 1,519 11.47 2.5 T 1 3.7 1,931 14.8 3 1 /2" Framing 24F -1.8E 5 Architectural and industrial 24F -1.8E ".;�� "�a S z� d• rTi' s_.xaT m'��'' �"c'` 'yDepYhy.�- .3�cY e.; , Pro Posf}veMoment(ftlbsj s 6,1 5_0 9,610 13,840 18,835 2 4,6 00 _30,410 36,760 43,640 51,040 58,950 67,360 76,265 85,660 p, NegafiweMoment 6s) 4,740 7,405 10,665 14,520 -5 18,965 24,000 29,630 35,850 42,165 48,700 55,650 "'63;010 70,770 z harphs 4,920 6,150 7,380 8,610 9,840 11,070 12,300 13,530 14,760 15,990 17,220 18,450 19,680 �Momentoflrtertia(tn�),) 92 180 311 494 738 1,051 1,441 1,919 2,491 3,167 3,955 4,865 5,904 15F`_ _7.5_ _ _ - 9.3 _ _ 11.2 _ 13.1 14-9 16.8 18.7 20.6_ _22.4 _ 24.3 26.2 28.0, 29.9 5 Framing 24F -1.8E De th Des 9,5 ���_:10T /z 2Y Y3 1_!zy15 6t�r ' ., X1:8 PositrveMorne _4,2 j 6,565 1 9,450 1 12,865 L16,800 21,265 1 26,080 30,960 36,210 1 41,820 Negatwe Momerii(ft Ibs): 3,240 5,060 7,285 9,915 1 12,950 16,390 20,235 24,485 29,140 34,195 ., She ar(Ibs }' a 4,200 5,0 5,880 6,720 7560 8,400 9,240 10,080 10,920 _3,360 Moment of (nerta (m 4 j� 63 123 213 338 504 718 984 1,310 1,701 2,163 z «.Wei htjplfr_1 5.1 6.4 7.7 8.9 10.2 11.5 1 12.8 14.0 1 3 16.6 3 1 /2" Framing 24F -1.8E 5 Architectural and industrial 24F -1.8E ".;�� "�a S z� d• rTi' s_.xaT m'��'' �"c'` 'yDepYhy.�- .3�cY e.; , Pro Posf}veMoment(ftlbsj s 6,1 5_0 9,610 13,840 18,835 2 4,6 00 _30,410 36,760 43,640 51,040 58,950 67,360 76,265 85,660 p, NegafiweMoment 6s) 4,740 7,405 10,665 14,520 -5 18,965 24,000 29,630 35,850 42,165 48,700 55,650 "'63;010 70,770 z harphs 4,920 6,150 7,380 8,610 9,840 11,070 12,300 13,530 14,760 15,990 17,220 18,450 19,680 �Momentoflrtertia(tn�),) 92 180 311 494 738 1,051 1,441 1,919 2,491 3,167 3,955 4,865 5,904 15F`_ _7.5_ _ _ - 9.3 _ _ 11.2 _ 13.1 14-9 16.8 18.7 20.6_ _22.4 _ 24.3 26.2 28.0, 29.9 5 Framing 24F -1.8E 631$" Architectural and Industrial - 24174.8E , , Pos�tive_Momerlt(fY1h's} 18,225 De th Des 9,5 ���_:10T /z 2Y Y3 1_!zy15 6t�r ' ., X1:8 Positive Moment(ft lbsj Positive Momenf (ft I)ts)_ 6,600 10,315 14,850 20,215 26,215 32,405 1 39,170 1 46,505 1 54,390 1 62,815 N'atweMomentltibs) 5,090 7,950 11,445 15,580 20,350 25,755 31,795 1 38,420 1 44,935. 1 51,895 �'Sfiear (16s) TMomentoflrtertia`in�) µ., ±�Weigfit(pffl 5,280 99 8.0 6,600 193 10.0 7,920 334 12.0 9,240 531 14.0 10 560 792 16.0 11,880 13,200 14,520 1,128 1 1,547 1 2,059 1 1 18.0 1 20.1 22.1 15,840 2,673 24.1 17,160 3,398 26.1 631$" Architectural and Industrial - 24174.8E , , Pos�tive_Momerlt(fY1h's} 18,225 I 8 Architectural and Industrial 24F- 9.8E MW �- De th Des 9,5 ���_:10T /z 2Y Y3 1_!zy15 6t�r ' ., X1:8 Positive Moment(ft lbsj 23,625 31,305 1 39,810 1 49,215 59,490 1 70,625. 82,600 tsNegattve;=Momenl(ft =Jbs� 18,210 24,785 32,375 40,660 49,150 58,350 24 31,520 38965 47,100 55,915 65,395 75,530 86,310 97,720 109,760 hNe atne:'Moment`ff 16s }s 14,050 19,120 24,975 31,610 38,910 46,195 54,025 62,400 71,305 80,735 90,680 - Shear {Ib�j 9,720 11,340 12,960 14,580 16,200 17,820 19,440 21,060 22 24,300 25,920 Moment olnertia (in �}� 410 651 972 1,384 1,898 2,527 3,281 4,171 5,209 6,407 7;776 �� � lei fit(p`I '��' 14.8 17.2 19.7 22.1 24.6 27.1 29.5 310 34 5 36 9 3 4 _ I 8 Architectural and Industrial 24F- 9.8E MW �- De th Des 9,5 ���_:10T /z 2Y Y3 1_!zy15 6t�r ' ., X1:8 Positive Moment(ft lbsj 23,625 31,305 1 39,810 1 49,215 59,490 1 70,625. 82,600 tsNegattve;=Momenl(ft =Jbs� 18,210 24,785 32,375 40,660 49,150 58,350 68,240 . �Shear(!bs) 12,600 1 6,800 18,900 21,000 23,1 25,200 MamentoT. (nettia 1 § _14,700 532 884 1 1,260 1,794 2,461 3,276 4,253 22.3 _ 25.5 _ 28.7 - 31.9 35.1 38.3 General Notes • Span ratio of L/d = 21 is used to calculate the volume factor (Q for positive moment. Span ratio of 2L /d= 21 is used to calculate C for negative moment. Allowable moment capadty must be adjusted for longer spans. See Design Stresses on page 5. 9. IVS�I;r � Origination Data: Completion Date. s � i DO NOT DESTROY i a LOCAL ❑ STATE STORAGE,.. ARCHIVES -City of Rexburg Records Management- 5 I � x MSSIcGlulam ®beams ���� �'� are intended for dry�use; `�� r 's �`.. �" " � ��4 ° ,,,�c. .ems z� ��' �£� � untreated applications � �= 'i H 17 z , Owner-Project, By Chk'd By Feature � �� � Rev. By Project No. l nn G R 0 U P t.Lc Date Date ENGINEERING PLANNING -MANAGEMENT Date Sheet of A T 1 1.1 1 ' A 9 r --il - F , FA t t T I I i ell 7 T . , r ✓ I �r 7i A i 0 s -- %;00 G R O U P LIC ENGINEERING • PLANNING • MANAGEMENT Owner- Project Feature j &�1 / By Chk'd By Rev. By Project No. Date Date Date Sheet of _ 1 i I S i �II i i s i f I � 4'134 �. BEAM $IIu 1L BEAM DESIGN MOMENTS 0.9; G y,F EAM DESIGN N b � Y � � + + +�• + : \[. (:' +:- j • ± ` # '`+ -• �T : fit ��' G t 1 . iu WIOz45....... � 111 147:5 WI4x34 - - '� . w ..[.. 4• .gym:: + {. I. . # 1(£ -��'� °" :'" +mgr [ + ±:"u'# . :': \1 :�:.::L.It:.k "��. [{ t; l {to g+ + tt f 145.0 142.5 + *, + t \ \ } {.." x. 1 1 .�' 1 I, sdc 140.0 + + :+ • °+ Ip + .— .1 I'," IV W12x2 VV12x35 6 {• �. \ ( Ia { 1 NI ] t 1 Y �� 137.5 •.+ +. + + �+ 1 +. trn (� n+ : � + � + f � �"""1 + :... ��� [ �\ � � CD fib 1 - - I .¢`[ +' \ - I�i s •�Y".a a F x.., :....... \..... : : :..... .. ' I . -{ " : l . ... ' *I I .. : " * j .. 135 0 }::: +. +: .+ A : :. I +. mL +.: l +' +� :1 w '- � � ( + + 4- °> 132 5 0✓9x4 &+ .. \ •� t I 1 + :. + 's t #� �'� \' - I� 130.0 •+ + +• •+ '+ :t: t+ : + .I. +.':+ ! +:: + 1 +•�+ �.. Q - W14x30 :: : :. { t : { I \ - +{ t. I Y 127.5 1 +. + +• :: +� i+ EL +• • + + Wi g { ,{ 1 is 7. 1 125.0 + + +` �` '{:t°t L �::.+ +1 +sue w12x2 :::.�( •[ \ `t FI t \i 1 ► Lu 122 5 + + + + \ + + +I o +t + : I.\ \ 1� �. . z_120 0 +... +.. +.: +. + +n.. ++:.:. t ' + +• +Q :I. . +. . #� + •+ + � k.,.�a.," — :: .� ... 115.0 . +.. +...+ + \_. +.._ {.+ :• �• {f \` + : :.. . 0 1 1 . WIOz22 N 1125 ' +" +" w •Nt \ + ..i �N .. +.D{+� +\. { f f +`• + g .. : :. .... 1 10.0 = +...+ ° • +N • ' + + I +. +. . +.. + + + : + +. t' vt . 0 107.5 `+ ' F ` . +.. + +. m. .. + .. .:+ 105.0-1 +: +:. l� + 102.5 + N +�:: +: 1 Q' I :± :... + .. t :::: + .. WI2x26 1 . \ : :.L. :� : :[: 60 :... :.. :' z� 100.0 +• + + +I.' + . + t... ` 2 4 6 8 10 12 4 6 8 10 12 14 16 . 18 20 22 24 26 28 30 32 34 3fi 9t_•• UNBRAC UNBRACED LENGTH (0.5 ft. increments) � z _ S x AMERICAN 'AMERICAN INSTITUTE OF STEEL. CONSTRUCTION'. Owner-Project 7- 'Feature D Y E R By Chk'd By Rev. By G R 0 U P LIC Date Date Date ENGINEERING • PLANNING -MANAGEMENT Project No. Sheet F of A 7_1 ------ - ---- 0 By 0 R 0 U P LLC Dai ENGINEERING -PLANNING -MANAGEMENT Feature �/ Chk'd By Rev. By Date Date N Ile . . . . . . . . . . t J __ I I I I GENERAL ASSUMPTIONS FOR M ICROLLAW LVL • Lateral support is required at all bearing points and along compression edge at intervals of 24" on- center or closer. • Bearing lengths are based on MicrollamO LVL's bearing stress of 750 psi. • Microllam® LVL beams are made without camber; therefore, in addition to complying with the deflection limits of the applicable building code, other considerations, such as long term deflection under sustained loads (including creep), ponding positive drainage is essential) and aesthetics, must be evaluated • Roof members shall either be sloped for drainage or designed to account for load and deflection as specified in the applicable building code. • Tables on pages 4 -7 include reductions applied in accordance with. 1994 UBC 1606, 1997 NBC 1606 and 1994 SBC 1604 for floor live load; 1994 UBC 1606, 1997 NBC 1607 and 1994SBC 1604 for roof live load in non -snow 125/) conditions. • 3 members are two pieces of 1 Microllam LVL 5 members are three pieces of 1 Microllam LVL • 1 x 16" and 1 x 18" beams are to be used in multiple member units only. See page 17 for multiple member beam connections.- 1.9E M ICROLLAM ® LVL ALLOWABLE DESIGN STRESSES (100% LOAD DURATION) Shear modulus of elasticity G = 118,750 psi Modulus of elasticity E = 1.9 x 10 psi Flexural stress F = 2600 psi(t) Compression perpendicular to grain M parallel to glue line F,= 750 psi Compression parallel to grain F�jj = 2310 psi Horizontal shear perpendicular to glue line F„ = 285 psi 12 0.136 Ill For 12 -inch depth. For others, multiply by [ d, (2) F� shall not be increased for duration of load. 1 1.9E MICROLLAM® LVL ALLOWABLE DESIGN PROPERTIES (100% LOAD DURATION) Owne D Y E R By Chk'd By M Rev. By Project No. 0 R 0 U P LAC ENGINEERING -PLANNING -MANAGEMENT Date Date Date Sheet of - 'V! --f-4 Fre- _izl I T ill WA Ow"m■ mm T _ 17 � _7777" i Owner - Project tN! BY G R O U P L. C. Date ENGINEERING PLANNING • MANAGEMENT 1 Feature r i d By Rev. By Project No. Date Sheet of i I ' 1 i ZF 01 j 1 1 I 1 , I , 1 j I I j 1 1 I 1 , I , 1 j I i (01010� Owner - Project Feature By Chk'd By Rev. By Project No. G R ® U P Lac, ENGINEERING • PLANNING • MANAGEMENT Date Date Date Sheet / of / r I � , l/✓ 1 _ �. P iYl i _ ! ! ! I 71 711 ! i ! 4' -.128 N-BEAM Gam { SNGTH OF BEAMS V v - — BEAM DESIGN MOMENTS] aoo W12x96 w ' ' + + • • : + .. + , b ' ` Y 36 ksF s BEAM DESIGN MOMEP 395 +.+ ' ;+ ` +9t ie m .:\ �` ; * + + +; + I w x7�: f 3 F + 'l +, \.. X [ 385 + :: 1� + \ :f N \�i4 .1♦ : 5 : :. 380 �+ 'j.. +:::+ •I� . \ \\ _°' I 375 - W- i4xsz+ C ". :: {1.� ♦ �' ° j Q +A +: � .- 11• ..x... 11 �o G + A+ "`+ �� t• ' �.� 370 + I j. t. :.: " \I ; ; �2 m 1x, : \ 365 +:: ; +::1; ;1:,... ;� •;:•I �a *;1 \� 7 \ rte 1 p �. { ♦. x W24x55; \E +: �� 360 -wtexs5 +:: a +; I... �` �1'\ !♦ I�� \a\ 1 C j '�I "t j \ =:...\ ±•�1� ; + + ♦ lam 1�.1 1' l':1 , . \ Q . ..... Jwi2xa� L a:: ' ' :: 1 355 1 V I wlsr : ► : \ . \.. ' 1 \ I { 35:5 a +' " \I� + I + + . 4 r 350 + �+IwiCT xs : 1 C - :345 1 + �: 1�: \ + 'o' �; A::.:: \ 1 I -, 1 � �> € � p ♦ ♦... . All z I j ► \' ! ►' : �. . �A, "! •I . 1 s I :1 . ;� : .... ... ; �. . y a �Il3i to : tN C:. \ +' + '+ \± ] +I' + 1, } E 1 : ♦ ..1 iLu 335 + -1� + . ; .\, : P+ - t � + : + �' •� \�, I 1: _ I � �x I ', C ;j1 ♦..: � :..: rBXso 1 �� , 1�'m� \\ + \` : I' N d� 335r �f 1 . + t + + 9 330 + • ; ` \; • , \^ ♦ \� .: \ : j ' 1 I ;1% I? 1 11 v : 1 + �; •\ • 1 • :1 + + f tw + �� I � 1 �i# ] : \'♦ 1 � 330: + :I•+ I +•1�,.4 .� +: 325 + ; + 1 aK l : + \, \\I: wi2><i_s C\ \ : L" 1: \ # t 325; + �,•I+ I : \.. + ip 320 + +..:IF� ' ' f{ N' ; �i'€ m 1 Y ♦�j, 320 1 :+ +. { + :. +. , 315 + - +�•�'::: +(l '!' �'� •: {I• {�'� :�. ��, 1 � :1... ..::: 310 wiaxss t : ; tl ... I..: ; X 315 } + C + L v + : + �o 305 + \ % ' ,I:: j �\ i sGa C .� ♦ :::: f' . WISxS - : {Nt �05' \ 1N . 1 " • \�+� + �. 300 ;+ :f: "`M i.11.: :t: �\ f ; I.3 \ I�:j ..:j: ♦ *o��. �: 300 m : +I• 1+ I+ ; +i 6 $ 10 12 14 16 8 20 22 : 1z 24 26 28. 303 y� 28 30 32 - 34 36 38 UNBRACED LENGTH (0.5 -ft increments) F fi UNBRACED. LEN( s AMERICANh1STTTUTE OFSTEEI, CONS TRUCTTON - AMERICAN INSTITUTE OF _ . ONmer Project Feat D Y E R 1 1 - 6 B Chk'd By Rev? G R 0 U P L . L c Date Date Date ENGINEERING - PLANNING • MANAGEMENT I I I / i-: Project No. Sheet of 4 - ----- ----- Owner - Project Feature By Chk'd By R . By G R © U P uc Date Date Date ENGINEERING • PLANNING • MANAGEMENT < t t t E i E Project No. Sheet � of f I 1 t I 1 i 3 i D Y E R By G R 0 U P LLC. Date ENGINEERING - PLANNING • MANAGEMENT ;ov- __ - p m LJ 46 TTI -at Owner Project Feature By Chk'd By R y IS R O U P i.ic Date Date Date ENGINEERING • PLANNING -MANAGEMENT L ev Project No. Sheet � of 1 i� f . 1 1 i ! I i -- i : 7 : t : --r --- LL _ _ 3 4 =.134 AND G .t STRENGTH OF BEAMS WI' BEAM IRD DESIGN .MOMENT BEAM DESIGN MOMENTS (� = 0.9, C + 150.0 + : : : + : : : +: �I : + ' :1 + : C[. 1:: + ::: 1 +•` +••; +1� 10x30 �� •. 1). + u s g r , lli ! F: 1lVIOz45 : :.... f .. {. i . ... .1 1 - 1 ' .: l a�-sr" l 147.5 w14x34" - 4 ' �.lc9 tL }+� "tom gy f 1 ! rs.. �i,, � •:... ....L. \ . .. \..11:. :::..j... m ~fit � + i• ry rlx �r� I 145.0 • +: :+ +: + ..::: 1 I.+f: �' i 1 :+ " t ' 1: +::1� +� x�o i :. ::4: 'lF W8x35 } .. 142.5 +• • + • :+ • \• +1 : +1 I "ol \ps +• + 1 + r r , r 4 k.. 1.} :. 1 i halo W N' .OD.. f . \.) \ ��..' a•�,� 4'r _..,� \\ - �... .140.0 • +:• :. . :�...+ o + .lp +: Q,;1; � +. \7:1 +:.,� .�.}.: 1 �'`��� 1 h-�,� ;\ : \•:• :•t \ I I wlzx38 $x:11 :.: L1": (:a:: � W12x26 . A ... �.... lam: � g �.� x wlaxzz � t f \� � • 137.5 + + + + +. :i : +: b ..1+ p +••(� : : : + + + ��. ��7 t + ' :. \' WI... V II I 135 0 '\ v I E : '_ t:' cn 1 £.: 1 w a4�r�x t + :. ►\ Ip Q .. LJ� s 4 . +_• _ `� :I: l.' 1• 1 + �. l.' ai'ryIII >._` 1325 ..... 1 xm.. z c r� .:...) \• C ..... �.� . :.: : 1: : :1 :. , 1lin. l 1 WIOx26 1� 1 i.+ RIt I 130.0 +• + + 1 •+ : :': + + +- + I :+ + 1 +\ t l e 1 t 1. hll "r ��ill� Q• �• K .. - K: ) ) : 1 ' . WBx3i.. _+ : +. .�.} — W14x30., i ... 1. l.. t ",' .t •- iI I��:Il 127.5 .. .\ .. B2 rnw :. I q' II f Y : +. . } +. :+ 1+ 1 +• + + . 1 _ . ,li ' WIOx39; :1 ' ... : 1 I 1 1 I : 1 :\ 1 t . I1II . 0 1 \m ., \ I G l i sT 80 ik '+ } + ( +�. + 1a 125.0 + + \:: + 1 al l + + + 1 W12-x2 ` " \. \ t k � z 1 r § vd "il'�� 0122.5 + + + + + ) �1.. 0: \\ +.:�: } + 1 .. +s :: 4 \ Vk . t . ll: ..• ",{ i} 120.0 + +: +.: +. + +... +. j + + + 1 •\ s% w .. • -.1 \. I 1 I rv: :f 7 + �/Ax29 + 1 :t...� p 1.17.5 + +• + +� 1 I I z � �. :'::C:� .: l.: a: a: t •1 � .` _Z2, +:'• +:- �--�} �+ i:i +]:: $1150 •+ +• + :' :.: +..�: +' j, I " I 1.. s� warxzz 1 12.5 + +... + y \'.... 1.. I x + t` \.... : t• ! . . .. .. W .:. NI . �+ .. I . ,IN •} . A 1 _+ \. if : ma c. + �+ t y-r`, ... \.... . r EE 110 0 + + + . +..: , I +• 1 3 I :1. \t _ �. ? 105.0 : +_• ... \ m F . . 102.5 : +...�... +. :...:::�. i�.. �: 1 .............:...:..j.: _ 1... 100 .0 + + Y: +• . + \:.y..l .l +... +... . +. . +... +... + .. 1::.... a. - NO 4 6 - 8 10 12 14 ,16 : 18 20 22 24 26 28 30 32 34 36 38 ? 4 6 8 N BRACE 12 D UND LI ,,. UNBRACED LENGTH .(0 5 tt. Incregierlts). ,� f AMFKICAN INS TiTC ". AMERICAN INSTITUTE OF STEEL CONSTRUCTION Y WOOD O N 11 j d Y : a 4� � ` c F? vYX. f t,< xp l t, z k i` � g el z .r^ 3 t a �K t 3� �g d tyy { 1 �7H ' 02"" f i 2003 INTERNATIONAL BUILD F Vl 'n — M 01 N d' oc 00 .O M N m V) O '-' M O d' '--� •--� .:� 'N N . m x N +% d' N O N 00' •--� 4 M N a\ .--i oo ,-i 4 >-� 4 N N N c� ,--i v'1 .-� N N o0 •- -'•- - co -� N �c N O N N N O' "r m J . `.,O �o N 0 ° c Cl) Cl) .-+ N N Cs N rn CT al ,--� .�,' ,~., �o V� rn '-, N r O x O C� �O N 6� N r " a N Co N N N N O O rn O O r �--� rn 0o N N ?n N V� oo co M OF N Co N .� v� 0O C) x ' 4 M O uA M M O V) - e--1 V) 4 O 4 M M H d' N r-1 .-� — 00 M ti .-� M V M N� ° N II N �..' H .-r r-I r-t r-1 .—� ti H '-i e--f r-1 .—I — e-i ❑ Q 0 to c .--� CV Vl .:, O V1 m O r- N V V) O O O 1' �~-+ O 0 r d' N O O O Q . cX .r~ -+-+ O !� O O ti O' .~-� O O CS C0 IL W ❑ ` x N o w 00 xn V) m r+ a1 in l- ,'-'y '~-+ O l N o0 v'1 '-+ 00 CT r- L in N N 00 4 N 'V' �D �c �c 4 �O .��. �c �c \c N E T M E c_ oo t` . N m d' O m m rn m dt N N - to 00 N N N cn N O N rn �� N - i x Cy x d N N O N M M N N Vi •-+ d N M N N �--' N O N O N N tV oo h .-� M .-+ N oo .--� t` �--� M ,� N N N oo .-, d O N [� �--� l� M O ° c M [� N N .--� N N t N rn a\ +n .--� .-� in in oo O v; .--� '� O .-+ .-+ d X N O N W C" M 01 .-+ 00 [� M a, c1 .--� oX .-i M .--i 00 .--i r� ti l� r-+ W .--i lc � V) � .-�. .-ti l = .--i V"� ti V .', .--� .-a .--i 00 � l� .--i VA .--i - — V) -- VA --� .--� c c0 c - M - - 0, O 0o O CT t O o0 00. M M v N d 1 co N 0 kn 'd' 'O V') Ft O kn kn V1 .-'� ��F 't ct M N N N O II a ; m .--� [ c+� V� N oo O t Vl N N ,' -'..i oc -. 111 - :- '. .r a0 V) M O M O �D V7 m N .--� •-� .-i O D\ [� O r V') N O O D\ t` 'ct V'7 d' d' O A \b VA t` t` � � V.) 'L �c �c xA 6 Z CO V1 %D ,6 .Z Vl C/J k N m k C/.1 C/] .-i N M :44 C/1 CIO .--i m C/] V] .-i :VP v C/) C/) .-i zitz N m C/] N m V] .--i N m :t4 V) C:n N M I11 Q z a LU Waa-dg ter, }y aaaq �wiw'w "w U LLI ' y'_, G . �"" N a� N t!+ ' ty t.r" C .�i C N - N N'. Q1 U) 'w" 'w" w C15 w i= u w w.. y .� C-0 C/ ) C/) Q Q Q Q C v 1.0 V) zn CIO LU N Q n. ❑ a 4� � ` c F? vYX. f t,< xp l t, z k i` � g el z .r^ 3 t a �K t 3� �g d tyy { 1 �7H ' 02"" f i 2003 INTERNATIONAL BUILD F 1 { J 1 t � .4 r7 Aff * {: , Owner- Project Featu e By Chk'd By Rev.1ty G R O U P LIc Date Date Date ENGINEERING • PLANNING MANAGEMENT i i j ' F i 1 I A _4 _ 47 1 No. of j f s J f r Owner. Ib D Y - E R By 0 R 0 U P LLC Date ENGINEERING • PLANNING -MANAGEMENT Date > J mm Project No. Sheet of I'l !J , I I I _77-1 wner- roject FZeatre By ChWdBy Re/. - B y Project No. 6rl &V'- z DY ENGINEERING - PLANNING - MANAGEMENT Date Date Date Sheet of me - - ' - 1 3 /4" 1.9E MICROLLAM® LVL ALLOWABLE DESIGN PROPERTIES (100/ LOAD DURATION) I 1.9E MICROLLAM LVL ALLOWABLE DESIGN STRESSES (100% LOAD DURATION) Shear modulus of elasticity G = 118,750 psi Modulus of elasticity E 1.9 x 10 psi Flexural stress F = 2600 psi(l) Compression perpendicular to grain parallel to glue line F 750 psif �1 Compression parallel to grain F�jj = 2310 psi Horizontal shear perpendicular to glue line F„ = 285 psi 12 0.136 ( For 12 -inch depth. For others, multiply by [ d 1Z) F� shall not be increased for duration of load. GENERAL ASSUMPTIONS FOR MICROLLAM LVL • Lateral support is required at all bearing points and along compression edge at intervals of 24" on- center or closer. • Bearing lengths are based on Microllam® LVL's bearing stress of 750 psi. • MicrollamO LVL beams are made without camber; therefore, in addition to complying with the deflection limits of the applicable building code, other considerations, such as long term deflection under sustained loads (including creep); ponding (positive drainage is essential) and aesthetics, must be evaluated. • Roof members shall either be sloped for drainage or designed to account for load and deflection as specified in the applicable building code. • Tables on pages 4 -7 include reductions applied in accordance with: 1994 UBC 1606, 1997 NBC 1606 and 1994 SBC 1604 for floor live load; 1994 UBC 1606, 1997 NBC 1607 and 1994 SBC 1604 for roof live load in non -snow (125 %) conditions. • 3 members are two. pieces of 1 Microllam® LVL C 1 5 members are three pieces of 1 Microllam LVL • 1 x 16" and 1 x 18" beams are to be used in multiple member u io WWI See page 17 for multiple member beam connections. 1 _ r y Y FOUNDATION VENT (TYPICAL) ■ 9'4" Tas'. 26" WITH b #4 BAR EACH DIRECT1 \ RECRO� FOUNDAT (TYPICAL) KNEE WALLS TOHAVE DOUBLETOP PLATES AND PRESSURE TREATED SILLS. THEY ARE TOBE BOLTED TO FOOTINGS AT G O.C. WTIH z X 1V 1- BOLTS. ALL KNEE WALLS SUPPORTING FLOOR ONLY LOADS ARE 2X4, THE REST ARE 2X6 CONSTRUCTION. 15. F9 )TINGS ARE 24" WIDE BY 9- 4" DEEP WITH TWO NUMBER FOUR LESS NOTED OTHERWISE. 7NDATION WALLS ARE Y TALL BY 8" THICK WITH TWO AL NUMBER FOUR REBAR AND NUMBER FOUR REBAR AT 24" O.C. LY. YCRETE TO BE AIR ENTRAINED 3000 PSI MIX. (UCTURAL STEEL TO BE FABRICATED OFF SITE. �)R OF FOUNDATION BELOW GRADE SHALL BE COVERED WITH AN RMULSION MANUFACTURED FOR FOUNDATION WATERPROOFING. PLASTIC VAPOR BARRIER SHALL BE PLACED OVERALL SOIL. 1TION VENTS SHALL MEET THE REQUIREMENTS OF SECTION 12.XXX )3 INTERNATIONAL BUILDING CODE (IBC). - 1TION WALLS TO BE TESTED BY SPECIAL INSPECTION FIRM. ALLS ARE TO BE CONSTRUCTED WITH A PRESSURE TREATED SILL FO BE BOLTED WITH 1 2 " X 10" J -BOLTS AT 6 O.C. . .. ... I/2 X 10' 1 BOLTS AT 4' O.C. .... .. .. - - .- - HOLD TO INSIDE WFIRE ROCK - _ IS S14OWN(SEE ELEVATIONS) NUMBER 4 BEHAR APPROXIMATELY - - - 4" FROM TOP OF FOUNDATION 8" WIDE BY 3' HIGH FOUNDATIONWA/L NUMBER FOUR REBAR APPROXIMATELY ]4 "ABOVETOPOFFOOTING NUMBER FOUR REBAR 24" O.C. VERTICALLY (M.ggx beds) - 24" WIDE By THICK CONCRETE FOOTING - (nnixunaKd othxrnisx) TWONUbIIIER FOUR REBARAT 3'ABOVESOIL - d'BY4'BY9 -1/4" DEEP FOOTTG - WITH 3 Y4 REBAR EACH DIRECTION CH ATION SECTION AT SOUTH AND EAST WALLS I'WIDE HY 9.1/4 "� DEEP FOOTING SCALE. I = I'. 18' 18'8' � _�.,..__ _ .__ __.l_. I _ __.:_ , � I � -�- I I -- - L 1 -. - ,, - T" r-� �-T- I 1 t Owner- Project lFgture " By ChWd By Re By Project No. G R 0 U p LLC ENG INEERING - PLANNING - MANAGEMENT Date Date I Date ISheet . of Y _ —3 I 1 t rC tur D Y E Chk'd By ev. By Project No. kk` ;e Zl i 4�_f �. • ENGINEERING -PLANNING • MA Date Date Sheet of 14 E �<-� f 1 �y— i ./,.,�'°"a - '.._��- 4_... ,3 ..__ __._ i ..[_- CxL a__. .. .� 1 ( s , E ( --rrj . . 4 � R t'�� ! rte° .m:+ I E a W 'f� 6,?� E � � (,�L✓ � i j Ei I — i i _ .._... -..... _. .. '.. - f v i t ....._...... .. ...... r 1 i ! I ( f 1 ...._ a ... :...... ,_� _ .. ( �.. Owner - Project eature By Chk'd By Rev. By Project No. G R O U P L« Date Date Date Sheet of ENGINEERING • PLANNING • MANAGEMENT I � 010 A. El i A. ? U. zi r • I i ! I 1 i i I l -� - - -� - 7 In—� i t —`— I r City f Rexburg R @cords M nagamet- i E .-.. i1 , ... _.. ..d...... I .. - ........ .. ._- -`—'.. } ....... .......... -. -... t ...._. _. ._. _ - ......1.. j..- ......._.�... .. ..l. _..... ..... { ........_. .. j .. _ _.... _ p r�. 0 m m m 0 D m WEST ELEVATION m m [I] M m m �- v '%y(• S/ P /N G. SOUTH ELEVATION NOTES: I. EIFS SYNTHETIC STUCCO ON EXTERIOR WALLS ABOVE CULTURED STONE WAINSCOATING. 2. ROOFING IS 30 YEAR ARCHITECTURAL GRADE ASPHALT SHINGLES. 3. WINDOWS ARE LOW -E VINYL. 4. EXPOSED TIMBER RAFTERS ARE CONSTRUCTED OF DOUGLAS FIR AND COATED WITH MARINE VARNISH. "4- urlv41. swwe- NORTH ELEVATION EAST ELEVATION PERMANENT D4CU.__. MENT Origination Date: i 1 (,'&0 Completion Date: _ i DO NOT DESTROY LOCAL STATE STORAGE ❑ ARCHIVES -City of Rexburg Records Management- CENTER COURT LLC OFFICE COMPLEX ELEVATIONS DATE:11 /12/06 I S urma l " = ' NO- PAGE 4