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HomeMy WebLinkAboutAPPLICATIONS, CO, MULT DOCS - 06-00261 - Rexburg Head Start Center~;o44exsvq~i9 u.~ o CITY O F ~~~~ ~ - Amerrui's Family Community Certificate of occupancy City of Rexburg Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 ~ e (208) 359-3020 Building Permit No: 06 00261 Applicable Edition of Code: International Building Code 2003 Site Address: 55 W 2nd N Use and Occupancy: Head Start Center Type of Construction: Type V-N, Unprotected Design Occupant Load: Commercial Sprinkler System Required: No Name and Address of Owner: Eastern Idaho Special Services 357 Constitution Way Idaho Falls, ID 83405 Contractor: Harris, Harold Construction Special Conditions; Occupancy: Educational, less than 50, through 12th grade This Certificate, issued pursuant to the requirements of Section 109 of the lntemational Building Code, certifies that, at the time time ofissuance, this building or that portion of the building that vies inspected on the date listed vies found to be in compliance vvth the requirements of the code for the group and division of occupancy and the use for vihich the proposed occupancy wes classified. Date C.O. Issued: C.O Issued by: Building Official 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 Inspector; E lectrica I Inspector: Fire Inspector P8~ZAdministrator: "`~ September , 2007 (02: ~ TEMP~2ARY -O~¢EXev~C~~ CITY o F Certificate of Occupancy ~- » ~~~~~ City of Rexburg `~' -~ De artment of Communifi, Develo ment t~meriutt Family fommuriity p `7 p 19 E. Main St. / Rexburg, ID. 83440 Phone (208) 359-3020 /Fax (208) 359-3022 Building Permit No: 06 00261 Applicable Edition of Code: International Building Code 2003 Site Address: 55 W 2nd N Use and Occupancy: Head Start Center Type of Construction: Type V-N, Unprotected Design Occupant Load: Commercial Sprinkler System Required: No Name and Address of Owner: Eastern Idaho Special Services 357 Constitution Way Idaho Falls, {D 83405 Contractor: Harris, Harold Construction Special Conditions: -~.~,~~~~ _ se.U a~ CAYIC~'s-fl'bYI~S Occupancy: Educational, less than 50, through 12th grade This Certificate, issued pursuant to fhe requirements of Section 709 of the International Building Code, certifres that, at the time time ofissuance, this building or that portion of the building that vies inspected on the date listed vtias found to be in compliance -tiith the requirements ofthe code for the group and division of occupancy and the use for vihich the proposed occupancy vies classified. Date C.O. Issued: C.O Issued by: December 20, 200 .09AM) 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. Water Department~~~~~"~~ ~d~ Fire D State of Idaho Electrical Department Building Permit #06 260 Head Start Conditions of Temporary Occupancy Permit As part of project approval it can be anticipated that certain components of a project may be completed before others. It maybe that a building is structurally ready for safe occupancy, but the site plan and landscaping may not be complete. This can often be the result of inclement weather. If a building is safe, but the project as a whole is not yet complete, the City can issue a temporary Certificate of Occupancy (CO) which allows the property or business owner to begin operation as long as certain outstanding project components are addressed prior to the issuance of a Final CO. Based on final inspections by the Planning and Zoning Department, the following items are those that need to be addressed prior to the issuance of a final certificate of occupancy (CO), but not before a temporary CO can be issued: 1) New trash receptacle needs to be screened. 2) Landscaping must be completed on or before June 1, 2007. Call for inspection upon completion. 3) No parking allowed in 25' setback; this area must be converted to landscaping with curbing. Note: setback is determined from property line, not street. Once these items are addressed and any others that may be pending a final CO may be issued and project completion will be deemed complete. INSPECTION GARD • ~ ~;o v,~x~srrRGr~~ C t x Y (O F °' 's Fumit Community ~~~ „ America Y ~ Tdt'sKea `a~ ~ ISSUED TO: PERMIT #: NAME: Harold Harris Construction Inc JOB ADDRESS: 55 W 2nd N NSTRUCTION OF:ReXbur Head Start Center FOR THE CO Harris, Harold Construction CONTRACTOR: Code and Zoning Regulations of the GENERAL Variance to the regulations ect to the regulations contained in Building lained on This permit is issued subj roved by the City Council and exp It is specifically understood teas tec f catty appes not allow an Ciry of Rexbug. or Zoning Codes unles ~p Inspector. of the City of Rexburg roved by the Building the Building Permit Application as app ` ~,tssued Date Appro ed d d to Building Inspector BUILDING 1, Layout 2. Footing 3, Foundation 4, Framing 5. Insulation 6. pryNrall 7_ Sidewalk g. Final g. Mechanical OTHER pate A roved 1. Fire Department Fina PLUMBING 1. Sewer Service Conn 2, Water Service Conne 3. Rough-In 4. Ground Rough-In 5. Final __,___ 2,4,.Hour Notice and Permit Number required to make inspection appointments {SPLAYED AT THE :BUILDING S{U EANCY T LY D ED OR USED WITHOUT FIRST OBTAINING ACERTIFfCATE OF O P THIS PERM{T MUST BE PR~N{INAN an art of THE BUILDING MAY NOT BE OGCUPI rmit must be kept No work shalt be done ° Dint ndicated with the pe be and the p the building Y action without 1) A complete set of approved drawings along construction. deviation from the in each successive insp on the premises during void in the event of any approval. No structural framework of ' 2) The permit will become nut{ and any underground work shalt be covered N ~ ~' ~, ~' ~ accepted drawings- lumbing work shall be concealed 3) No foundation, structural, electrical, nor p For Inspections Call 359-3020 option 2 ACERTIFICATE OF OCCUPANCY CAN NOT BE 15SU8EP UMBINTONSPEC7IONTRICAL c1t~ of xExB UAG ~ # BUILDING PERMIT APPLICATION Please c 06 QQ26 ~ 19 E i`JIAIN, REXBURG, ID. 83440 If the questi Rexburg Head Start Center 208-359-3020 X326 PARCEL NUMBER: (We L _ . ___ ~.... ~~~ yuu~ SUBDIVISION: UNIT# BLOCK# ~~ LOT#__~ Addressing is based on the information -must be accurate OWNER NAME: ~" ONTACT PHONE # ~ -~aa -~3 -~ Gft9~ r.r .~~rs- ,~ . ` PROPERTY ADDRESS: ~ ~~ ~, ., ~~~%p3~' PHONE #: Home ( ) Work ~} ~ a~ " Cell ( ) f OWNER NLAILING ADDRESS: t~ `a~ t„~COY1S~e ~U~i ~7Y- CITY: ~i Tt1TE;,,~ZIP:~D ~ ENIA IL FAX APPLICANT: (If other than owner) .~--h4/2-~- ~ s7 H - /`fib ~'F2 t a l., y iii 5 i ~ iy C (Applicant if other than owner, a statement authorizing applicant to act as agent for owner must accompany this application.) APPLICANT INFORiVIATION: ADDRESS ~~ ~ C?'~.r'7~'~... CITY:.~~,t~a4-! C, ~~ STATE; ~-~a? t~~ 2.IP ~.~~ EM~~IIL FAX _ ~ - :~~ PHONE #: Home ( ) Work ( ) ~ ~~ ~~ Cell { } ~ ~~ ~ a ~ 1 CONTRACTOR: ,{~,C~..Ec' t~ 1, . /~`~/~'- ~ ~S ~-~"~-?t! ~ l , ; f itt c~ MAILING ADDRES5: (-7th (~' v ~ ~ CITY- ~ ~ C`-~" STATE L 7rf7rf ZIP~;~3y~~ PHONE: Home# Work# 5.`~E~ --.~3U ~-Cell# Fay#~'- ~`~~ ° fly ,3 G ENLAIL IDAHO REGISTRATION # & EXPIRATION DATE a~Ej~ AA ' ~ How many buildings are located on this property? ~%rr ,tl Did you recently purchase this property~~' Yes (If yes give owner's name) Is this a lot split. ~ O YES (Please bring copy of new legal description of property) PROPOSED USE: /(`~"cC..?. _ ~~' '~~ C~~ ~t.~ics" fry (i.e., Single Family Residence, Multi Family, Apartments, Remodel, Garag Comme bAddition, Etc.) APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: under penalty ofperjury, I hereby «r~ry that I have read this application and state that the informa+ior herein is correct and I swear that any information which may hereafter be given by me in hearings before the Planning and Zoning Commission or the City Council for the City of Rexburg shall be truthful and correct. I agree to comply with all City regulations and State laws relating to the subject matter of this application and hereby authorized representatives of the City to enter upon the above-mentioned property for inspections purposes. NO"I'E:: The building official may -evoxe a permit on approval issued under the provisions of the 2003 International Code in cases of any false statement or rrusrepresentation of fact in the application or ~r the plans on w`Sh theor approval was based. Permit void if not started within 180 days. Permit void if work stops for 180 days. Signature of Owner/Applic`atx...,,w, ~ ~ ~ U Do you prefer to be contacted~Iiy fas, email o hone? Circle One WARNING - BUILD€NG PE MUST BE POSTED ON CONS ION SITE! Plan fees are non-refundable and are paid in full at the time of application b a 1 S. City of Rexburg's Acceptance of the plan review fee does not constit p aj **Building Permit Fees are due at time of application** **Building Permits are vo if yo r check does not elear** CITY OF REXBURG ~ 2 SUBCONTRACTOR LIST Excavation & Earthwork:_ _ _ _ _ ~~~ ~_~-- • Concrete: c 5.~4 c,r^ {~~cr 1~i ~n~ GI2~~'-"C"t= Masonry: itl d ~c! C. Roofing: f~~~~,~ dCc~d ~---a2~..c t~ Insulation: .Jz ~ t~t5'r ~ C ~97i'y ~~ ~ r~r ~ ..Jc ~ ~ TD C c.~ Drywall: .~~ ~yc.~ ~ct-r,1 ~°,r?. - Painting: .. ~ i`~ >2 /~ j~~t „~,:` T~ xs Cv Floor _ Coverings: J f-~-~r ~ ~'~ `> C ~. a > ?`~lZ r`Q2 Plumbing: 12~~,c~C~ t~L-~~ ~~=t""c.u (o Heating: ~7~~ <~c~.pCv ~G ~3 f /(-~ i ~r ~ ~- c'' ~ ~ .C ~L t Special Construction (Manufacturer or Supplier) Roof Trusses: ~J {~-L ~a .. ~~7',f~~ r ~~,~ ~~~~{ /.1 u' E= /~-c~'tzt ,P.~ ~- ~____-- ~r-- Floor/Ceiling Joists: Siding/Exterior Trim: ~~~~_ to , i`~ ~ L. ~t ~ s :ic C~ O~1tBXBURC ~~ r9 C~ OF ~ BUILDING SAFETY DEPARTMENT U~ ~ IZEXI3IJIZG r ~' 19 E. Main (PO Box 280) Phone: 208-359-3020 x326 9B[ ~ S H E O ~ °°A America's Family Community Rexburg, Idaho 83440 Fax: 208-359-3024 www.rexburg,o~r cane 1 e,rexbur_g.oroe Affidavit of Legal Interest State of Idaho County of Madison ;;j C`~-~ T C`aE~~ti ~'t~-~lZ- I, ~s~/~f-iP-E'1 c,17 Lr . ~.PG'i S( ~* ~S 5T'~jiiC ~ ~~. C~ ~;G '?~ 1 ~ t t~l'~ C ~: '7'` r.,s Name Address C~(G~.l9-lz C..• ~-rzr , city ~ 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 t~hefp`~roperty which is the subject of the application. Dated this 2 Cc '' / ~I day of , 20 0 (a Subscribed and sworn to before me the day and year first above written. r ~' ?s ,Notary Public of Idaho - ~; ~9~• ~ y ? G~ ~ = Residing at: ~ -7F ,~ L ' h_ _,, ..~. C ` ~' ~/ .. ~ .. i ••.........••' \~. ~~i~~i/~~C' /~'AH,O\`\\\\\``~ My commission expires: '~ `~~ l ' 3 ___ -- Please coxxl-~lete tl~e entire App~icatian~ If question does aot apply fill in NA for non app4cable NAIL ~a PItC)PEItTY Al~DRE5S ~~ ~Z` n~ Permit# SUl3DIVISI(~N Dwelling LJnits• ~ rd Parcel Acre3: ,~ /~ 5F,'1BACICS FRONT [~r4 SIDE _ - /~~--SIDE /'l.l ~ BACK i~ T`+ Remodeling ~'otrr Building/Nome (need P.stimate) ~ l~ ~ SURFACls SQUA,R&F007"ACrL~'t (Shall include the exterior wall measurements o£ the building) first Flovz Atea :~ ~ f ,Z ~ ~ ,~ i Untisvshed Basement area ,~ ~ ~c.r Second flaorf loft $xea ~Ch«~ Finished basement s~rea_ - _ -_ ..r/ ,_ - _ Third flooriIo£t oleo 'J'- Garage area L`°~ Shed or Barn _ _ -- ~-'r"~ _ ~ Carpoxt/1?eck (30" above gr~de)A,tea Water Meter Quantity: ,r ~, ,, ~ ~::~ ~ ~ { ~ ~ ~ ' ~ ~ , ~: Wale: Meter Sixe- Required ~~r ~'~~J.MBIN~ • Plumbing Contraetot's Name: ~'~ "'~ Business Name: ~_ /i~ Address _ _ - City Statc Zip U Contact Phone: ( )~~ ~f ~~Business P~~hon~~e: ,,~ ~~z~l~ 1lmail - -- - k~ax ~1.~ ",~"L 6 ~IX'TI7RE CDUNT ~~ajia„~ i,vughed fxrures) Clothes Washing Machine Dishwasher Flcor Drain Garbage Disposal Hot Tub/Spa Sinks (T~avatories, kitchens, bar, mop) Plumbing Estiixtate $ (Comnae~ccial only) Sprinklers Tub/Showers Toilet/ Urinal Water Heater """i~~ ~ACiale 4f I.LCCnaEd LOI1tSaCtQt LUCCn9E slumber '1'be CJty of Rexb~rrg't peru<it fee nhAdxAr ~r the ,rye r~r ~wjvlly 4 Water Softener b3 e tbeStale of Idobo _ - -- room x~3 s~:eo sooz~5zi5o 05t25t2006 09:4$ FAX ~ . f~j001 ' Pease camlplete the entire ,~pplicatio~! iftt,~ question aaa aot +~PP1Y eu ~ NA for ~n applics~ble NAME PROPI~,R'1'Y AADRESS Permit# SUBDIVISION R~qui~ed.!~! .1V1L~'C~,A.N.IC.A~ Mechanical C: tractor's Name: (11~Nt_D !~1 ~Q H N,~o N Business 1Vat~ne: CC1 L[~' Y ~( Address.. - ~~ ~~ ~~~ City { ~ df State ~ Zip ~,~ C;antact Phone: (dog) ~ ~~"i-~ ~ 7 Q Business Phone: ( ) Email Fax ~ ~ ~' ' .S's ~ ^ ~` r ~ Gr Meclaax~ical Estimate ~~,~ {Comme~traial/Mvlti Family Qra1y) ~'l.~'URES dk A.P.I'L~ANCLG'3 COUNT (SRuxglo .~'arnrly Dwelling Onl.~~ k'arnace Exhaust ox Vent Ducts ~,,,,,~„ Furnace/Air Conditioner Combo _ Heat Pump Air Conditiancr Evaporative Cooler Unit Heater Space Heater Dctdrative gas-£~red appliance Incinerator System I3oiler Poal Heater i7rycr Vents Range ~FIood Vents C;aak Stave Vents _- Bath Fan Vents other similar vents &'ducts: Fuel Gas Pipe Outlets :including stubbed in or future outlets Inlet Pressure (Meter Supply) PSI Heat {Circle all that apply) CTa3 Oxl Coal Fireplace Electric Hydroxuc Meehar~ical Slzin~ Caleulalaat~-s moat be su~i~.tted with„ ~ S~ ~~ie~~tion ~ .~~et.be shown o~ ~1ana. t~ Signs ' ~-eed Camtractor I.iceaae aumbet 17atc ~'be C,r~ty of liaacba~'c i f~ rcbed~+/e it the rmwe dr trgpi~rd by thv SArta 5 gEXB UR ~,~ Y c {d CITY O F ~ o T?~`~URG BUILDING SAFETY DEPARTMENT s~ 1t~~G1~1~ V 1\ tlY 19 E. Main St. Phone: 208-359-3020 x326 America's Famil Communi Rexburg, Idaho 83440 Fax: 208-359-3024 Y tl' ~ lh rexbuxoe.ore 'B`'SNeo ~ee~ wwwxe_x d....bure~.oxg APPLICATION: "CONSTRUCTION PERMIT" CONSTRUCTION PERMIT #: PERMIT APPROVED: YESj NO $50.00 FEE PAID: YES/NO APPROVED BY: BUSINESS NAME: OFFICE ADDRESS: ~~ City ~ State Zip OFFICE PHONE NUMBER: (z~~ ), ~ ~ ~ - ~~ v z- CONTACT PERSON: G- ,~t CELL PHONE # ( ).~`~ ~ v ~~ `~ -LOCATION OF WORK TO BED E: STREET ADDRESS WHERE WORK WILL BE DONE: G`~~-~~ z~r~ ~ti~~ ~~. BUSINESS NAME WHERE WORK WILL BE DONE: 2~-zrr~,u~2t~'~ ,~'~~ ~~rZ`r DATES FOR WORK TO BE DONE: .~'~~ ,cry TO ~~e~x~ ~ t:~2 CONTACT PERSON: ,~- ~ -~ ~ / 1`~~~ .~ PHONE NUMBER: ( )~~ ~r~-~~z'~ CELL # ( ) ~~~-~~~ PLEASE CHECK THE TYPE OF PERMIT(S) YOU ARE APPLYING FOR: ^ AUTOMATIC FIRE-EXTINGUISHING SYSTEMS ^ COMPRESSED GASES 0 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 t_ APPLICANTS SI URE DATE ^^~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~r~~~~~~~~~~~~~~ 6 EASTERN IDAHO SPECIAL SERVICES AGENCY REXBURG HEAD START CENTER STRUCTURAL DESIGN CALCULATIONS FOR THE NEW HEAD START CENTER TO BE LOCATED ON SECC-~- "~"~" IN REXBURG, IDA 06 4026 Rexburg Head Start Center Prepared For: Sundberg & Associates Architects Idaho Falls, Idaho Designed by: Mark D. Andrus, PE Project #05505 TABLE OF CONTENTS PAGE DESCRIPTION 1.1 Design Criteria 2.1-2.6 Design Load Calculations 3.1-3.6 Lateral Design (Wind & Seismic) 4.1-4.6 Roof Framing Design ~ ~ ~ ~ ~ n„ 5.1-5.5 Foundation Design IDJ` U --, MAY 2 6 2t}06 '~F R~~l G & S Structural Engineers 1600 John Adams Parkway Suite 200 Idaho Falls, ID 83401 Telephone: (208) 523-6918 E-mail: gs@datawav.net Fax: (208) 523-6922 r • G & S Structural Engineers '1600 John Adams Parkway Suite 200 Idaho Falls, ID 83401 Telephone: (208} 523-6918 E-mail: gs@datawav.net Fax: (208) 523-6922 ®ESIGN CRITERIA Project: EISSA Head Start (Project #05505) Location: Rexburg, Idaho _ _ _ (zip code 83440) Building Code: 2003 International Building Code (lBC) Design Loads: Roof: Snow Load (SL): 35 PSF (Importance factor = 1.0) Dead Load (DL): 20 PSF Floor: Concrete slab on grade Soil: Assumed soil type: clay sandy clay silty clay clayey silt silt and sandy silt Allowable soil pressure: 1500 PSF (Per IBC Table 1804.2) Design soil pressure: 1500 PSF Wind: 90-mph 3-second gust Exposure C Importance factor: 1.0 Seismic: Ss = .606 g Sos = .531 g S1 = .193 g So, _ .261 g Site class D Design Category D Importance factor 1.0 Percent snow used for seismic calculations: 20% Sheet 1.1 i ! ~ G&S Structural Engineers Boa riTLE EISSA Head Start •/ ~' ~ 1600 Jo1an Adams Pkwy., Suit Idaho Fa11s, ID 8340] ~ .loB t~ 05505 SHEET No. Phone: (208) 523-6918 CALCULATED BY Mark A. DATE 1 1 /7/05 fax: (208)523-6922 CHECKED BY / DATE Code Search i. Code: International Building Code 2003 II. Occupancy: Occupancy Group = B Business III. Type of Construction: Fire Rating: Roof = 0.0 hr Floor = 0.0 hr lV. Live Loads: Roof angle (A) 5.00 / 12 22.6 deg Roof 0 to 200 sf: 19 psf 200 to 600 sf: 22.8 - 0.019Area, but not less than 12 psf over 600 sf: 12 psf Floor SLAB Stairs & ExitFVavs N/A Balcony N/A Mechanical N/A Partitions NIA V. Wind Loads : ASCE 7 - 02 Importance Factor t .00 Basic Wind speed 90 mph Directionality (Kd) 0.85 Mean Roof Fit (h) 15.0 ft Parapet ht above grd U.0 ft Exposure Category C Enclosure Classif~. Enclosed Building Internal pressure +/-0.18 Building length (L) 68.2 ft Least width (B) 45.0 ft Kh case ] 0.849 Kll case 2 0.849 Tonoeranhic Factor (Kzt Topography Flat Hill Height (H) O.CS ft Half EIill Length (Lh) QU f~t Actual H/Lh = 0.00 Use H/Lh = 0.00 Modified Lh = 0.0 fl From top of crest: x= 50.0 ft Bldg up/down wind? downwind H/Lh= 0.00 K, _ x/Lh = 0.00 KZ = z/Lh = 0.00 K3 = At Mean Roof Ht: Kzt= (1+K~KZKa)^2 = i,;i , i ~>e'. .r :,.,. r:..;:.. ~--------------- ~,.,:.,..w • ::'~_,, ~ 3 H H< 15ft;exp C =' Kzt= l .0 '. . . E~CARPI~IEI~IT ~- I ;' 1 ~ ~ r.>: 0.000 0.000 1.000 1.00 i1(-~! ~~ ' ;,~,~8B3-~Jii ~' ,_ ., .._ N.; :. .............-.............:..:..... 2~~ FtlDial* tsr ~I~ AX.15YittTl~~~~'RiC~IL 1`iILL zi www. StruW are. corn G&S Structural Engineers 1600 John Adams Pkwy., Sui~0 Idaho Falls, ID 83401 Phone: (208)523-6918 fax: (208)523-6922 JOB TITLE EISSA Head Start JOB NO. (~5 SHEET NO. CALCULATED BY Mark A. DATE CHECKED BY / DATE 1 1 /7/05 V. Wind Loads - MWFRS h <_60' (Low-rise Buildings) Enclosed/partially enclosed onl .~ _ o.:,~W ~.:,t: \~ `` f' r PE&PLrNT"U:IIZf.E. .u rt~a;r. Transverse Direction Kz = ICh = 0.85 (case 1) Base pressure (qh) = 15.0 psf GCpi = +/-0. ] 8 ~a:~-n r:::~xr Edge Strip (a) End Zone (2a) Zone 2 length = Torsional loads are 25'%~ of~ zones 1 - 4. See rode f or loading d 1 a~.'-1'altt 4.5 ft 9.0 ft 22.5 ft Transverse Direction Longitudinal Direction Per)>endicular 0 = 22.6 deb Parallel 8 = Odeg Surface GCpf w/-GCpi w/+GCpi GCpf w/-GCpi w/+GCpi 1 0.54 0.72 0.36 0.40 0.58 0.22 2 -0.45 -0.27 -0.63 -0.69 -0.51 -0.87 3 -0.47 -0.29 -0.65 -0.37 -0.19 -0.55 4 -0.41 -0.23 -0.59 -0.29 -O.ll -0.47 5 -0.45 -0.27 -0.63 -0.45 -0.27 -0.63 6 -0.45 -0.27 -0.63 -0.45 -0.27 -0.63 lE 0.77 0.95 0.59 0.61 0.79 0.43 2E -0.72 -0.54 -0.90 -1.07 -0.89 -1.25 3E -0.65 -0.47 -0.83 -0.53 -0.35 -0.71 4E -0.60 -0.42 -0.78 -0.43 -0.25 -0.61 Rind Surface pressures (psf) - use ] 0 psf mniimum for zones ]plus 4 and ~ plus 6 1 10.7 5.4 8.7 3.3 2 -4.1 -9S -7.6 -13.0 3 -4.3 -9.7 -2.8 -8.2 4 -3.5 -8.9 -1.6 -7.0 5 -4.0 -9.4 -4.0 -9.4 6 -4.0 -9.4 -4.0 -9.4 1 E 14.2 8.8 1 l .8 6.4 2E -8.1 -13.4 -13.3 -18.7 3E -7.0 -12.4 -5.2 -10.6 4E -6.3 -11.6 -3.7 -9.1 C~V L'1L U: NC~ _ --~ ~^.ND WT_~D k17JF MWFRS Simple Diaphragm Pressures (psf) ; '; ; L~twF.~-LKrY~ t -1- :---z- f -; -1-- -i -; Transverse direction (normal to L) G~iti7GAL Interior Zone: Wall 14.2 psf ~ - Roof 0.2 psf ~'-- - `-= _--.- ' ` - -- - End Zone: Wall 20.5 sf • ~ c '~ ~2 , Roof -1.1 psf `~` `~~ • Longitudinal direction (parallel to L) •r~alt:3tr~.F s=: "•-iE b'~~T iolY Interior Zone: Wall 10.3 psf ~c;z-;;..r~,rr~R.cw~r__ -- - - T: End Zone: Wall 15.6 psf ~ ~ ~ ~ ~ 1-~-~l:'.F~RCCP d. _a...:._. Windward mof overhangs: 10.2 psf (upward) add to windward `%E FTfiAI. r , .r. ..c~ roof pressure ---- .-;' ~, ~ s,i Parapet :: _ --- _ :;~ Windward parapet: 0.0 psf (GCpn = +1.8) •`_--~- ~`3 Leeward parapet: O.O psf (GCpn = -1.1) r _r~~c:rrrn.~nrh_i_F_r__rti a_2.c;r.1 ~Z Z- Longitudinal Direction Kz = Kh (case 1) = 0 8S GCpi = +/-0 18 NOTE i f tributary urea is greater than Base pressure (qh) = 15.0 psf a = 4.S (t 700x1: MWPRS pressure may be used Mrninwm parapet height at building perimeter = 0.0 tt Rool Angle = 22.6 deg Type of roof =Hip JOB TITLE EISSA Head Siart JOB NO. OSSO~SHEET NO. CALCULATED BY Mark A. DATE 1 I!7/OS CHECKED BY / DATE V. Wind Loads -Components 8 Cladding: Low-rise Buildings f#60'1 & Alternate design 60'<h<90' Roof Area Negative Zone Negative Zone Negative Zone _ Posttive All Zone. Overhang Zone Overhang Zone _ Gb:S Stttictural Engineers 1600 .iohn Adams Pkwy., Suite Idaho Fulls, ID 83401 Phone: (208)523-6918 laz:(208)523-6922 GCp +/- GC pi Surface Pressure (psf) user input 10 sf SO sf f 00 sf 10 sf 50 sf 100 sf 20 sf 70 sl -1.08 -1.01 -0.98 -16 psY -15 ps -1 S ps -16 psf -I S psf -1.88 -1.53 -1.38 -28 psf -23 psf -21 psf -26 psl -22 pst -1.88 -1.53 -1.38 -28 ps -23 psf -21 psf -2G psf -22 pst 0.68 O.S4 0.48 10 psf l0 psf l0 psf 10 psf I O pst -2.20 -2.20 -2.20 -33 ps -33 psf -33 pst -33 ps -33 psf -2.20 -2.20 -2.20 -33 ps -33 ps -33 pst -33 ps -33 pst Negative zone 3 =zone 2, since hip roof with angle <= 2S degrees \~4'alls Are Negative Zone Negative Zone Positive Zone 4 & Parapet GCp +/- GC pi Surface Pressure (psf) User input 10 sf 100 sf 500 sf 10 sf 100 sf S00 sf SO sf 200 sf -1.28 -1.10 -0.98 -19.2 ps -16.5 ps -]4.7 ps -17.3 ps -15.7 psf -I.S8 -1.23 -0.98 -23.6 ps -18.4 ps -14.7 psl -19.9 psf -16 R psf 1.18 1.00 0.88 17.7 psf I S.0 psf 13.2 psf 1 S.8 psf 14.2 psf qp = 0.0 psf CASE A =pressure towards building CASE B =pressure away from burldrng _ -, ... '~ ~ _ r. - .~~~ I I I I I I ~-•~•I r~i~> ~ I -:.1 ;l> 1-:~~ I I I I I I ~_-.-f--------r3% t t.~J 0 S 7 degrees and Monoslope <3 degrees '~ ~ a ce T't Monoslope roofs 10° < 0 S30° cr Solid Parapet Pressure l0 sf 100 sf S00 sf ASE A . Interior zone : 0.0 psf 0.0 psf 0 0 psf Corner zone . 0.0 psf 0.0 psf 0.0 psC :ASE B . Interior zone : 0.0 psf 0.0 psf 0.0 ps( Corner zone : 0.0 psf 0.0 psf 0.0 psf ~~ I r;it rl ii / ~9 ~~. ....... ......_-. ''-. I L....... ...'-_. -- -1 ~:~ I ,~~~, ,I ~> I ,_;.. .~: - - --I I ,.~. F----- r-- (<, Monoslo pe roots 3°< 0510° u Fl d "<9 8 > 7 degrees ,;- ~ - i~,~ ~ ri -:•~: - ` ., , ``- Vim. ._ ; . '`~1`~ ~~i'f~'if°; a t3 I I 1 i Y~ t~~ I `~., ~' I I ~ ~ i, I I J I I ,:.~ ~ I i ~~~ ~ f t' ~\6i f~ ~ ~ '~ ~' 0 > 7 degrees Z- 3 G&S Structural Engineers JOB TITLE EISSA Head Start 160 John Adams Pk~~y., ~ 200 Idaho Falls, ID 834t, JOB NO. 05S0S SHEET NO. Phone: (208) 523-6918 CALCULATED BY Mark A. DATE I I/7/05 fax: (208)523-6922 CHECKED BY / DATE VI. Seismic Loads: Seismic Use Group I Importance Factor (Ie) l .00 Site Class D Ss (0.2 sec) = 60.60 %g S1 (I.0 sec) = 19.30 %g Zip Code Search for Ss & S I: h ttp://egint. cr. u sc s. Cov/eq-men/h tm I/zip co d e. htm I Fa = 1.315 Sms = Fv = 2.028 Sml = Seismic Design Category = D Number of Stories: I Structure Type: Light Frame Plan Structural h~gularitiesNo plan Irregularity Vertical Structural IrregularitiesNo vertical Irregularity 0.797 Sds = 0.531 Design Category = D 0.39] Shc = 0.261 Design Category = D Flexible Diaphrams: Yes Building System: Bearing Wall Systems Seismic resisting system: Light frame walls with shear panels -wood structural panels/sheet steel panels System Building Height Lirnit:GS ft Actua] Building Height (hn) =15.0 ft See ASCE7 Section 9.5.2.2.4&5 for exceptions and other system limitations DESIGN COEFFICIENTS AND FACTORS IBC2003 Simplified Analysis Response Modification Factor (R} = 6.5 6.5 System Over-Strength Factor~2o) = 2.5 2.5 DeIlection Amplification Factor (Cd) = 4 4 Sds= O.S3] Shc = 0.261 Code Reference Section for Detailing :2306.4.1 / 2211 Seismic Load Effect (E) = p Qr +/- 0.2~s D = (~ Qe +/- 0.106D QE =horizontal seismic f~~rce Special Seismic Load Effect (Em) = S2o Qe +/- 0.2~s D = 2.5 QE +/- 0.106D D =dead load PERMITTED ANALYTICAL PROCEDURES Index Force Analysis (Seismic Category A only) Simplified Analysis - Per;nitied Design Base Shear V=1.2SdsW/R = 0.098W Equivalent Lateral-Force Analysis -Permitted Building period coef. (C~= 0.020 Approx fundamental period (Ta) = CTh°" _ Seismic response coef. (Cs) = SdsIe/R = need not exceed Cs = ShcIe/RTa = but not less than Cs = =0.044SdsIe USE Cs = Method Not Permitted 0.152 x= 0.75 0.082 0.263 0.023 0.082 Design Base Shear V =0.082W Model, Linear & Nonlinear Response Analysis ALLOWABLE STORY DRIFT` - Permitted (see code for procedure) Structure Type: All other structures Allowable story drift = 0.01 Ohsx where hsx is the story height below level x z. y REXBURG MCE Ground Motion -Conterminous 48 States Zip Code - 83440 Central Latitude = 43.763462 Central Longitude = -111.609017 Period MCE Sa (sec) (%g) 0.2 060.6 MCE Value of Ss, Site Class B 1.0 019.3 MCE Value of S1, Site Class 6 Spectral Parameters for Site Class D 0.2 079.4 Sa = FaSs, Fa = 1.31 1.0 039.2 Sa = FvS 1, Fv = 2.03 ZS G&S Structural Engineers 1 G00 John Adams Pkwy., Suite 2~ '~ Id~'thc Falls, (D 83401 Phone: {208) 523-6918 fax: (208)523-6922 JOB TITLE E[SSA licad Start -- -_ _ __ - JOB N SSOS SHEET NO. - CALCULATED BY M_ ark A, DATE CHECKED BY / DATE I I /7/OS VII. Snow Loads -Flat, Gable ~ Hip Roofs Only Roof slope = 22.6 deg Horiz. eave to ridge dist (W) = 22.5 ft Roof length parallel to ridge (L) = 68.2 ft Type of Roof Hip or gable Ground Snow Load Pg = 40.0 psf Importance Category = II importance Factor I = 1.0 Thermal Factor Ct = I.00 Exposure Factor Ce = I.0 Pf=0.7*Ce*Ct*1*Pg = 28.Opsf Pf min = 0.0 psf Plat Roof Snow Load Pf = 28.0 psf Rain on Snow Surcharge - 0.0 psf Unobstructed Slippery Surface (per Section 7.4) = no Sloped-roof Factor Cs = 1.00 Ex posure Factor. Ce Exposure of roof Terrain Full Partially .Sheltered A n/a I.I 1.3 B 09 I.0 1.2 C 0.9 LO L I D 0.8 0.9 I.0 Above treeline 0 7 0.8 n/a Alaska-no trees 0 7 0.8 nla Design Roof Snow load = 28.0 psf ("balanced" snow load) NOTE: Alternate spans of continuous beams and other areas shall he loaded with halfthc Building Official Minimum = 35.0 psf design roof snow load so as to produce Uic greatest possible effect -see code Unbalanced Snow Loads -for Hip S Gable roofs only 70/W + 0 5 = 3.6 deg Unbalanced snow loads must he applied Windward snow load = 8.4 psf = 0 3*PP'Cs Leeward snow load = 42 0 psf = 1.2(1+b/2)Ps/Ce Leeward Snow Drifts -from adjacent higher roof Upper roof length I u = 25.0 ft Projection height h - 0.0 tt ~__ ~u Building separation s = 0.0 tt ~ Adjacent structure factor L00 Snow density y = 19.2 pef Balanced snow height hb - 146 ft hC he = -I 46 ft h he/ttb = -1.0 'Fhcrcforc, no drift D ft ri height hd 0.00 tt Drift width ~~ _ -I i.67 ft Surcharge load: pd ~ *hd = 0.0 psf H'indward Snow Drifts -Against wal ls narancts etc more than t i' long Building roof length lu = 25.0 ft Projection height h = 0.0 ft Snow density y = 19.2 pef Balanced snow height hb = 146 ft he = -1 46 fi he/hb = -1.0 Therefore, no drift Drift height hd = 0.00 ft Drift width w = -11.67 ft Surcharge load: pd =y *hd = 0.0 psf Surcharge Load Due to Drafting h Balanced Snow Load ~_ Z- ~ Project r FjsS~ h`~~T Project No. ~5~'S Date ~~ 7-05 Designed By ~ ~ rttJ .~~~e~x~ ~by.~ i~vas e S~ eAr- Y = L' s w ~ ~S = , og Z ~ se e dye ? y~ = 50.5~~8./7~ (, 235') f- Zo J + ~ ~~, t-t~ ~ 5 q7 n yo ~b~ 7y57 /bs ~ = ~QE _ ~ ~ ~r^qc ~J 1~ , ~~ z C~~7T ~(~w~(~ l ~ ~ ~^' , /C~ i3 79x7 .sg, ~ (, ~t~ i3~ ~ = 7957 /~s . 7 ~ SS76 /~~ '~- ~ cv ~ - L r-G ~,.~~ ~~~+ d PJ ~ ri uJ ra, ~? ~u~'~ G&S Structural Engineers Sheet ~~ 1 Project =~~~•5~ ~~'r ~~ Project No. aJ~~J~ Date /J ~ ~S Designed By ~f J ~~~/s~~ w~~4 ~;~~~~ G~tu,(~ ~~~ ~ m /D ~sr ~ flrn~ e~ ~f ~ o r~~• - %3Z (~ ~Sf ~- ~~~lf p = ~/zC~) sa.s ~~- /Z(/~.5~sr~,sl,i<t,z ~- /Lt~~9~Z> tz~,~ -~~,2J ~j~J~,j7 2 ~Z l [/~ .SZ7, 5 ~` ~2 ~ /I.51 J`-~• S 1 I D = ~l / Z y ~~" S ~ _~~ ~- ~ m ~µ--~,ls IU~~ ~P~yn ~Y~ ~~~ a1/Yp yJ, G&S Structural Eng+neers Sheet 3•Z- Project .~~~SL~ ,~Grl ~` Project No. ~5~~ ? _ Date /~ ~ U5 Designed By ~ ~~ ~ ~G~ ,, T~1~jn ,~i-r~ = ~z(7yyS) ~ X723 l~r ~.~~ = by ~~ ~vrr,L P u~ f-rv ~ = ~7Z 3~ y y F ~ S ,o /~ L'I'Z m,n~rn vrrr J7G'//~~f FT/JG/~!T ~U /7~ ` / L i j`~ li G~ ~ i~ S/~7</fC~ ~ G~?~L~ `/ ~ Psi rn r.-r ~' _ ~ j ~v ~~ oral 8 s(~) s = 3yvc~ ~' ~ - l~J RM ' ~9s(~~)s(zs)~ y,s(~s)3(s~ +8(~~~s~~,s)~ ,lo = 3z~/ /5s /-~~ ~ = (3yvv - a2Si~~s - 3n ref /!ef/r~d/-r ,.tad h`D q~~ ~ '. hFI~P.~`- /~ti~ S~s~-JC/J~1 /z'9Ul/'OL /7d ~a~~{<W/7 ~h/ ~7~~000G~~-i G&S Structural Engineers Sheet 3 ~ 3 Project . ~~~~ ~5't`~~S~i'`~ Project No. r`~~j,~ Date ~~-~ a.S Designed By ,~,1/ -,---- ~,~Fr- r~/~ ~ y ~~S~y~ r~ = /l ~~/ys) = 37zsis~ ~.~~ L .sn ~S e $~~~ G'~.~ -li~~r ter, G~J /JGr~h `.~ "~ _ AJ U ~ ~~~ ~j /YIS~GG p`7an ~Pl~j~~ ~Yr~ z /a (~ a s~~) = 5Z8 3 /~f ~~e 1 a/o,S fL1~~ ~r~u' bol~ ~ ~/ U~` /~/~%~~ ~D ~r~y ~ ~83zo - 3$~tv,~S .spa /ss ~~~~~ ~ yj~" 5e~rrrr°~/~ z"Z p~l`'1 ~ ' / ~~ L 130((2"i~ I3 = zg(>P~ ~'~--oaf ,~~(yt~)+-~C/s~~ 27(~3.s)] z ~/37yo~',~-/sue ,~t~~~1 > vrr2 -. iVo ~D R~~~ G&S Structural Engineers Sheet ~' ~ rlNoodV1/o r ks~. COMPANY Mark D. Andrus, PE G&S Structural Engineers PROJECT V V V 1 J sorrKearrnRwoonnrs~cn 1600 John Adams, Pkwy., Suite 200 Idaho FaIIS, ID 83401 Nov 7, 2005 11:25.28 Columns Design Check Caicufation Sheet r~,~-u- s,t,,~ „~,,~ ~~ Sizer 2004 LOADS: (Ibs, psf, or psf ) *Tributary Width (in) MAXIMUM REAGTIONS (Ibs): o' $' Lumber Stud, D.Fir-L, No.2, 2x4" Spaced at 16" c/c; Self Weight of 1.25 psf automatically included in loads; Pinned base; Loadface = width(b); Ke x Lb: 1.00 x 0.00= 0.00 [ft]; Ke x Ld: 1.00 x 8.00= 8.00 [ft]; Lateral support: top = Lb, bottom = Lb, Repetitive factor: applied where permitted (refer to online help); Load combinations: ICC-IBC; SECTION vs. DE SIGN CODE NDS-2 00'1: (stress=psi, and in } ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 900 1.00 1.00 1.00 1.000 1.500 1.00 1.15 1.00 1.00 - 2 Fv' 180 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - Fc' 1350 1.15 1.00 1.00 0.326 1.150 - - 1.00 1.00 - 9 Fc'comb 1350 1.15 - - 0.326 - - - - - - 3 E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Fc* 1350 1.15 1.00 1.00 - 1.150 - - 1.00 1.00 - 9 Bending(+'~: LC# 2 = D+L, M = 53 lbs-ft Shear LC# 2 = D+L, V = 27, V design = 27 lbs Deflection: LC# 2 = D+L EI= 8.57e06 lb-in2 Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. Axial LC# 9 = D+S, P = 2071 lbs Combined LC# 3 = D+.75(L+S); (1 - fc/FcE) = 0.98 (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL -Columns (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. Load Type Distribution Magnitude Location [fti Pattern Start End Start End Load? Loads Dead Axial UDL 563 (Eccent icity = 0.00 in) Load2 Snow Axial UDL 989 (Eccent icity = 0.00 in) Loa d.3 Live Full Area 5.00 (16.0)* No Dead Live 27 27 Total 27 27 Criterion Anal sis Value Desi n Value Anal sis/Design Shear fv = 8 Fv' = 180 fV/Fv' = G. 09 Bending(+) fb = 209 Fb' = 1552 fb/Fb' = 0. 13 Axial fc = 399 Fc' = 583 fc/Fc' = 0. 68 Axial Bearing fc = 394 Fc* = 1785 fc/Fc* = 0. 22 Combined (axia compression + s de load bending) Eq.3.9-3 = 0. 51 Dead Defl'n negligible Live Def1'n 0.07 = <Ll999 0.53 = L1180 0. 13 Total Defl'n 0.07 = <L/999 0.53 = L/180 0. 13 i w6 s bear,,,.S '/3"~ S~L J~3S<Zv> ~ z} = 3 0 9~/ /bJ /~-law~-bra ~z~ ~ ~S.Zs(laz ~) `. 3 2~i ] f~vs ~ g v7N !b~ - ~lL 3.5 ' ~ COMPANY ! PROJECT Mark O. Andrus, PE WoodWo rks~ G8S Structural Engineers 1600 John Adams, Pkwy., Suite 200 snrr»•wacroa woonnrs~cN Idaho Falls, 4D 83401 Nov. 7, 2005 11:28:36 Columnl Design Check Calculation Sheet Sizer 2004 LOADS: (Ibs, psf, or plf ) Load Type Distribution Magnitude Location [ft} Pattern Start End Start End Load? Lcadl Dead Axial UDL 280 (Eccent icity = 0.00 in) Load2 Snow Axial UDL 490 (Eccent icity = 0.00 in) Load3 Live Full Area 23.60 (16.0)* No *'1'rinutary wiatn Mini MAXIMUM REACTIONS (Ibs): o' DeVe 126 126 Total 126 126 Lumber Stud, D.Fir-L, No.2, 2x6" Spaced at 16" c/c; Self Weight of 1.96 plf automatically included in loads; Pinned base; Loadface = width(b); Ke x Lb: 1.00 x 0.00= 0.00 [ft]; Ke x Ld: 1.00 x 8.00= 8.00 [ft]; Lateral support: top = Lb, bottcm = Lb; Repetitive factor: applied where permitted (refer to online help); Load combinations: ICC-IBC; SECTION vs_ DESIGN CODE NDS-2001: (stress=asi, and in ) Criterion Anal sis Value Desi n Value Anal sis/Desi n Shear fv = 23 Fv' = 180 fv/Fv' = 0. 13 Bending(+) fb = 399 Fb' = 1395 fb/Fb' = 0. 30 Axial fc = 126 Fc' = 1132 fc/FC' = 0. 11 Axial Bearing fc = 126 Fc* = 1708 fc/FC* = 0 .07 Combined (axia . compression + s de load bending) Eq.3.9-3 = 0 .31 Dead Defl'n negligible Live Deft'n 0.09 = <L/999 0.53 = L/180 0 .16 Total Defl'n 0.09 = <L/999 0.53 = L/180 0 .16 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 900 1.00 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 2 Fv' 180 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - Fc' 1350 1.15 1.00 1.00 0.663 1.100 - - 1.00 1.00 - 9 Fc'comb 1350 1.00 - - 0.712 - - - - - - 2 E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Fc* 1350 1.15 1.00 1.00 - 1.100 - - 1.00 1.00 - 9 Bending(+) LC# 2 = D+L, M - 251 lbs-ft Shear LC# 2 = D+L, V = 126, V design = 126 lbs Deflection: LC# 2 = D+L EI= 33.27e06 lb-in2 Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. Axial LC# 9 = D+S, P = 1091 lbs Combined LC# 2 = D+L; (1 - fc/FCE) = 0.9'7 (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL -Columns (Structura{ Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. ~. Project ,._~ S~ ~~=~+s~~ Project No._ yS~ Date_ ~l 7- OS Designed By ~do ~ ~/"t~iZ1 s ~i"G - Pny~+7~Y~'~'L~ ~1~6C'-.S ~i Z~l '`/L GJ~~~1 1~.77`f~ ~'c°<i'~rrs w~-f/ ,~~~ ~d~-~'' ~ ~~~~ ~~/rig ~, ~~ (~ Zy ~~ - Len vJ~l) i~e5ry» ~ff>o~~ ~ s~. - (~DL ~_yu ~Bf ys )C3s~ ~~~J ~,/~ - ~(D3 P/~ wl Z - Zx y r~,»~,~n,=ry v~a~ = iSC2~) - 3vr~ 'sic N ~Dasr~n ~~~ "t/ = y-l~ ~rZ ~;p~ Nrn'1 - ~~K,4' b~~~nl /yJF/~'~ Si7'7F/~': ~ ~.°f.Jf-!~ --~ Z-ZX/OS -~ Z~ZXiDS cam/ 2 - 2X n ~-r ~rrrfK" ~'3 G&S Structural Engineers Sheet ~ Wood Wo r ks~ COMPANY Mark D. Andrus, PE G&S Structural Engineers PROJECT snrrw~a ac rna canon nrsrcn 1600 John Adams, Pkwy., Suite 200 Idaho FaIIS, ID 83401 Nov 7, 2005 10:06:31 Beamt Design Check Calculation Sheet Sizer 2004 LOADS: (Ibs, psf, or plf ) MAXIMUM REA o' 3'-9" Lumber n-ply, D.Fir-L, No.2, 2x10", 2-Plys Self Weight of 6.59 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC-IBC; SECTION vs. DESIGN CODE NDS-2001: (stress=psi, and in ) ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr ___. Ci Cn LC# Fb'+ 900 1.15 1.00 1.00 1.000 1.100 1.00 1.00 x.00 1.00 - 2 Fv' 180 1.15 1.00 1.00 - - - - I.Gi 1.00 1.00 Fcp' 625 - 1.00 1.00 - - - - _ ~~ ].00 - - F.' 1.6 million 1.00 1.00 - - - - _.JO 1.00 - 2 Bending(+) LC# 2 = D+S, M = 2731 lbs-ft Shear LC# 2 = D+S, V = 2913, V design = 1715 lbs Deflection: LC# 2 = D+S EI= 158.29e06 lb-in2/ply Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application . 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 3. BUILT-UP BEAMS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) fastened together securely at intervals not exceeding 4 times the depth and that each ply is equally top-loaded. Where beams are side-loaded, special fastening details may be required. Load Type Distribution Magnitude Location [ftJ Pattern Start End Start End Load? Loadl Dead Full UDL 563.0 No Load2 Snow Full UDL 969.0 No Dead 1066 1068 Live 1895 1895 Total 2913 2913 Bearing: LC number 2 2 Len th 1.6 1 6 Criterion Anal sis Value Desi n Value Anal sis;Design Shear fv = 93 Fv' = 207 fv/Fv' = C .95 Bending(+) fb = 766 Fb' = 1138 fb/Fb' = 0 .67 Dead Defl'n 0. 01 = <L/999 Live Defl'n 0. 01 = <L/959 0.19 = L/290 0 .07 Total Defl'n 0. 02 = <L/999 0.19 = L/290 0 .12 y, z COMPANY PROJECT Wood Wo r ks~ Mark D Andrus, PE G&S Structural Engineers 1600 John Adams, Pkwy., Suite 200 s~rrHa at !nx worm nrnt~~ Idaho Falls, ID 83401 Nov. 7, 2005 10:06:58 Beamt Design Check Calculation Sheet Sizer 2004 LOADS: (Ibs, psf, or plf ) MAXIMUM REACTIONS Ibs and BEAR{NG LENGTHS in o' 4'-6" Lumber n-ply, D.Fir-L, No.2, 2x10", 2-Plys Self Weight of 6.59 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC-IBC; SECTION vs. DESIGN CODE NDS-2001: (stress=psi, and in ) ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 900 1.15 1.00 1.00 1.000 1.100 1.00 1.00 1.00 1.00 - Fv' 180 L 15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Bending(+) LC# 2 = D+S, M = 2105 Ibs ft Shear LC# 2 = D+S, V = 1871, V design = 1230 Ibs Deflection: LC# 2 = D+S EI= 158.29e06 lb-in2/ply Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application . 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1 3. BUILT-UP BEAMS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) fastened together securely at intervals not exceeding 4 times the depth and that each ply is equally top-loaded. Where beams are side-loaded, special fastening details may be required. oad Type Distribution Magnitude Location [ftJ Pattern Start End Start End Load? Loadl Dead Full UDL 300.0 No Load2 Snow Full UDL 525.0 No Dead Live 690 1181 690 1181 Total 1871 1871 Bearing: LC number 2 L Len th 1.0 1 O Criterion Anal sis Value Desi n Value Anal sis/Design Shear fv = 66 Fv' = 207 fv/Fv' = 0.3~ Bending(+) fb = X90 Fb' = 1138 fb/Fb' = 0.52 Dead Defl'n 0. 01 = <L/999 Live Defl'n 0. 02 = <L/999 0.?2 = L/290 0.07 Total Defl'n 0. 02 = <L/999 0,22 = L/290 0.11 `/..7 `~ COMPANY "~ PROJECT ,1Nood Wo ~ ~~~ Mark D Andrus, PE G&S Structural Engineers 1600 John Adams, Pkwy., Suite 200 snrrxaar roa woon nrs~c+~ Idaho FaIIS, ID 83401 Nov. 7, 2005 10:07:25 Beam1 Design Check Calculation Sheet Sizer 2004 I LOADS: (Ibs, psf, or plf ) Load Type Distribution Magnitude Location [ft) Pattern Start End Start End Load? Loadl Dead Full UDL 3DO.D No Load2 Snow Full UDL 525.0 No MAXIMUM REACTION: (Ibs) and BEARING LENGTHS (in) ,~ .:_' o' s' Dead 920 92p Live 1575 1575 Total 2995 2g95 Bearin : g LC number 2 ~ Len th 1.3 1,3 Lumber n-ply, D.Fir-L, No.2, 2x10", 2-P{ys Self Weight of 6.59 ptf automatically included in toads; Lateral support: top= full, bottom= at supports; Load combinations: ICC-IBC; SECTION vs. DESIGN CODE NDS-toot: (stress=psi, and in 1 Criterion Anal sis Value Desi n Value Anal sis/Deli n Shear fv = 100 Fv' = 207 fv/Fv' = 0 .98 Bending(+) fb = 1050 Fb' = 1138 fblFb' = 0 .92 Dead Defl'n 0.03 = <L/999 Live Defl'n 0.05 = <L1999 0.30 = L/290 0 .16 Total Defl'n C.08 = L/939 0.30 = L/290 0 .26 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn L~# Fb'+ 900 1.15 i.00 1.00 1.000 1.100 1.00 1.00 1.00 1.00 - ~ Fv' 180 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 _ Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - Bending(+) LC# 2 = D+S, M = 3792 lbs-ft Shear LC# 2 = D+S, v = 2995, V design = 1859 lbs Deflection: LC# 2 = D+S EZ= 158.29e06 lb-in2/ply Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow w=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4 4 1. 3. BUILT-UP BEAMS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) fastened together securely at intervals not exceeding 4 times the depth and that each ply is equally top-loaded Where beams are side-loaded, special fastening details may be required. << y `' COMPANY ~ PROJECT Woad V Y O ~ ~S~ Mark D Andrus, PE G&S Structural Engineers 1600 John Adams, Pkwy., Suite 200 somv~a~ fna woon nrs~cn Idaho FaIIS, ID 83401 Nov 8, 2005 08:0612 Beam1 Design Check Calculation Sheet Sizer 2004 I LOADS: (Ibs, psf, or plf ) Load Type Distribution Magnitude Location {ft] Pattern Start End Start End Load? Loadl Dead Full UDL 190.0 No Load2 Snow Full UDL 333.0 No I MAXIMUM R o• z,_~„ Dead 393 393 Live SB3 X83 Total 926 926 Bearing: LC number 2 L Len th L 0 1 O Lumber n-ply, U.Fir-L, No.2, 2x6", 3-Plys Self Weight of 5.88 pff automatically included in loads; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Load combinations: ICC-IBC; SECTION vs. DESIGN CODE Nos-2oo1: f Stress=osi. and in ) Criterion P.nal sis Value Desi n Value P.nal sis/Design I Shear fv = 91 Fv' = 207 fv/Fv' = 0. 20 Bending(+) fb = 928 Fb' = 1597 fb1Fb' = 0. 28 Dead Defl'n 0.01 = <L/999 Live Defl'n 0.01 = <L/999 0.18 = Ll290 0. 06 Total Defl'n 0.02 = <L/999 0.18 = L/290 0. 10 ADDITIONAL DATA: i FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LCk Fb'+ 900 1.15 1.00 1.00 1.000 1.300 1.00 1.15 1.OG 1.00 - 2 ' Fv' 180 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Bending(+): LC# 2 = D+S, M = 810 lbs-ft Shear LC# 2 = D+S, V = 926, V design = 683 lbs Deflection: LC# 2 = D+S EI= 33.27e06 lb-in2/ply Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) iAll LC's are listed in the Analysis output) i DESIGN NOTES: 1. please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 3. BUILT-UP BEAMS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) fastened together securely at intervals not exceeding 4 times the depth and that each ply is equally top-loaded. Where beams are side-loaded, special fastening details may be required. ~` ~ COMPANY ~ PROJECT ~ ~ ` n ( {^ ~C © W Mark D. Andrus, PE G&S Structure{ Engineers O V V t J o 1600 John Adams, Pkwy., Suite 200 snrrw~.Rrr~xwnonnrr~cn Idaho F211S, ID 83401 Nov. 8, 2005 08:06.41 Beam1 Design Check Calculation Sheet Sizer 2004 t GADS: i Ibs, psf, or plf - Load Type Distribution Magnitude Location'(ft] Pattern I Start End Start End Load? Load! Dead Fu7..1 UDL 83.0 No Load2 Snow Full UDL 193.0 No MAXIMUM REF :TIONS (Ibs) and BEARING LENGTHS {in) 0' c Dead 267 267 Live 579 579 Total 896 896 Bearing: l LC number 2 1.0 Len th 1.0 Lumber n-ply, D.Fir-L, No.2, 2x6", 3-Plys Self Weight of 5.88 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Load combinations. ICC-IBC; SFCTI~N vs. DESIGN CODE NDS-200'1: (stress=psi, and in ~ Criterion Anal sis Value Desi n Value Anal sis/Desi n Shear fv = 93 Fv' = 207 fv(Fv' = 0 .21 Bending(+j fb = 671 Fb' = 1547 fb/Fb' = 0 .43 Dead Defl'n 0.03 = <L/999 Live Defl'n 0.06 = <L/999 0.30 = L/290 0 .19 ~ Total Defl'n 0.08 = L/879 0.30 = L/290 0 .27 I ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 900 1.15 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 2 Fv' 18C 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 L 00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Bending!+): LC# 2 = D+S, M = 1268 lbs-ft Shear LC# 2 = D+S, V = 896, V design = 716 lbs Deflection: LC# 2 = D+S EI= 33.27e06 lb-in2/ply Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. ID=dead L=live S=snow w=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTE5: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 3. BUILT-UP BEAMS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) fastened together securely at intervals not exceeding 4 times the depth and that each ply is equally top-loaded Where beams are side-loaded, special fastening details may be required. y C~ Project ~~ /'~~~ ~' / ~ Project No. D~S Date `~ 7- US Designed By ~ ! n ~ / ~ X a ~ ~ ~~ - lif5 ~ L=Oz~ .rt%r) ~ rr~ t~- rr~ /`P ~ 1'1 ~r i~j 5'."~ , ~riZr.,~~ Gr(1)~,002~ - .UIZ ,Y'Z,-» _ ~yC/l~~y".. _ .~'~~ /lam ~~~L GY~tt-~ ~r7UZ5 /%i~~7 Sr/~i/7~G /2°~iL1~)2°i'~'~~n^' _ ~~(y)~UU~- ~-3~/I'iZ - d ~, - ~. ~, = l5 ~ 35~ _ sZs~/~ -~ / • /p'j~ /-y G~~,~~~1/xe ~~ = =~~cys~ 3s = 7~y ~~~ G&S Structural Engineers Sheet Company ~ & S Structural E~eers i November 7, 2005 Designer Mark D. Andrus, PE Job Number : 05505 ElSSA Head Start Checked By: Sketch !x „A w ~. 72 ' iri i ~ ~ .'J,. Z 1O L_._ _ - __~__ D Y_ 1 ft A B ~ ~ W ~' °- •.i t*1 ~ ~ ~ ~ ~-1 D C C Detai/s B ~, x - in Z i 1 ft Controlling Z direction steel requires the following placement: Region 1 (starts at A): 2 in Stee1:.02 in2(1 #4 @NA) Region 2 (middle): 12 in Steef:.25 inZ(2 #4 @12 in) Region 3 (ends at D): 2 in Stee1:.02 in2(1 #4 @NA) Bottom Rebar Plan Geometry. Materials and Criteria C ~ o C .~ r- ~ _.. ~, D C Footing Elevation Length :1 ft eX : 0 in Gross Allow. Bearing :1500 psf Steel fy 60 ksi JVidth :1.333 ft eZ : 0 in Concrete Weight :145 pcf Minimum Steel .0018 Thickness :10 in pX :6 in Concrete fc : 2.5 ksi Maximum Steel :.0075 Height 0 in pZ : 12 in Design Code ACI 318-02 Footing Top Bar Cover : 3.5 in Overturning Safety Factor :1.5 Phi for Flexure 0.9 Footing Bottom Bar Cover : 3.5 in Coefficient of Friction : 0.3 Phi for Shear 0.75 Pedestal Longitudinal Bar Cover :1.5 in Passive Resistance of Soil : 0 k Phi for Bearing :0.65 Loads P (k) Vx (k) Vz (k) Mx (k-ft) Mz (k-ft) Overburden (psf) DL .645 j ~~ j 100 LL I .525 i-- .- - +P +Vx ,__.+Vz ~+Mx +Mz +Over 11 111 A D D C D C A D RISAFoot Version 2.0 [Untitled.rft) Page 1 ~: z C Company : ~G & S Structural ~neers ~ November 7, 2005 Designer Mark D. Andrus, PE Job Number :05505 E{SSA Head Start Checked By: Soil Bearing ASCE 2.4.1-1 I ASCE 2.4.1-2 Categoi 1DL 1 DL+1 LL A B A B D C D C 1 DL 1 DL+1 LL QA: 667.195 psf QA: 1061.04 psf QB: 667.195 psf QB: 1061.04 psf QC: 667.195 psf QC: 1061.04 psf QD: 667.195 psf QD: 1061.04 psf NAZ: -1 in NAZ: -1 in NAX:-1 in NAX:-1 in Footina Flexure Design (Bottom Bars Gross Allow.(psf) Max Bearing (psf) Max/Allowable Ratio 1500 ___667.195 LA) .445 1500 __` _ 1061.04 (A) .707 Description - Categories and Factors Mu-XX (k-ft) Z Dir As (inZ) Mu-ZZ (k-ft) _ X Dir As (in2 ) j ACI 9-1 1.4DL+1.7LL 2.67202e-7 9.50053e-9 _ _ .139 _ _ _ .005_ _ ~ AC19-2 ;i 1.05DL+1.275LL+1.275WL ~ 2.00402e-7 7.1254e-9_ ', ._104 .004 ___ ACl 9-3 _ __ .9DL+1.3WL ___ __ _ ___ __ _' 1.00054e-7 ~ 3.55748e-9_ _ ._052 .002__ _ ' IBC 16-5 t 1.2DL+1LL+1EL 1.99031e-7 ~ 7.07664e 9 .104 .004 ~ IBC 16-6 _____ .9DL+1 EL _ ~ 1.00054e-7 _ _ 13.55748e-9 ~ _ .052 .002 Note: Overburden and footing self weight are included in the DL load case. Footin_q Shear Check Two Way (Punching) Vc: NA One Way (X Dir. Cut) Vc 9.998 k Punching Description Categories and Factors Vu(k) Vu/ ~ ,Vc ACI 9-1 1.4DL+1.7LL _ NA NA _ AC19-Z 1.05DL+1.275LL+1.275WL J NA j NA ACI 9-3 .9DL+1.3WL ___ __ ~ NA _ ' NA IBC 16-5 _ _ 1.2DL+1 LL+1 EL_ _ _ i _ NA NA 1 'IBC 16-6 .9DL+1 EL ~ NA NA Note: Overburden and footing self weight are included in the DL load case One Way (Z Dir. Cut) Vc: 7.5 k X Dir. Cut Z Dir. Cut Vu(k) _ Vul,. ~Vc __Vu(k) Vu/ Vc .001 0 ' ___ .001 0 _ .000801607 ~ 0 ! .000801607 i 0 J' ---_ .000400217 ! 0 ', .000400217 ! 0 ---- f-- -- --------~- - .000796122__ j _0_ _ .000_796122 ;__ 0 .000400217 I 0 ~ .000400217 ~ 0 Concrete Bearin_q Check (Vertical Loads Only) Bearing Bc : 155.125 k Description Categories and Factors Bearing Bu (k) Bearing Bu/~-~Bc ACI 9-1 1.4DL+1.7LL _ 2.138 .021 ACI 9-2 1.05DL+1.275LL+1.275WL 1.603 .016 ACI9-3 .9DL+1.3WL .8 .008 ~ IBC 16-5 1.2DL+1 LL+1 EL _ ~ 1.592 ~ .016 ~' IBC 16-6 ______ .9DL+1 EL - __ __ ` t .8 ~ .008 Note: Overburden and footing self weight are included in the DL load case. and Factors RlSAFoot Version 2.0 [Untitled.rft) Page 2 5.3 Compart,~ ~ & S Structural E~eers . November 7, 2005 Designer Mark D. Andrus, PE Job Number :05505 EISSA Head Start Checked By: Sketch x A i _ B ~' r--- w ~ _ _ ~'~ '~12 ~''s.n F ~ ~~~ W ~ p .~ ~ _~ c*~ ~ M Z f'1 I~- _ ~ ~ O • ~ ! ' f~ ~~ C ~l D ~~ - - -- - D ¢J C 1 ft Details A B mX ~ I -------- - -,_ j ~ #4@5 in Z ~ w ri i ~~ D -^~ C 1 ft Controlling Z direction steel requires the following placement: Region 1 (starts at A): 2 in Stee1:.02 in2(1 #4 @NA} Region 2 (middle): 12 in Steel; .25 in2(2 #4 @12 in} Region 3 (ends at D): 2 in Stee1:.02 in2(1 #4 @NA} Bottom Rebar P/an Geometry. Materials and Criteria a ! ~ o I a N _. _ ----- ,. D C Foofing Elevation Length :1 ft eX : 0 in Gross Allow. Bearing :1500 psf Steei fy 60 ksi Width :1.333 ft eZ : 0 in Concrete Weight :145 pcf Minimum Steel .0018 Thickness :10 in pX : 3.5 in Concrete fc : 2.5 ksi Maximum Steel :.0075 Height : 0 in pZ :12 in Design Code : ACI 318-02 Footing Top Bar Cover : 3.5 in Overturning Safety Factor :1.5 Phi for Flexure 0.9 Footing Bottom Bar Cover : 3.5 in Coefficient of Friction : 0.3 Phi far Shear :0.75 Pedestal Longitudinal Bar Cover :1.5 in Passive Resistance of Soil : 0 k Phi for Bearing :0.65 Loads P (k) Vx (k) Vz (k) Mx (k-ft} Mz (k-ft) Overburden (_psf) DL 683 j ! 100 LL I .984 +P +Vx +Vz ~+Mx +Mz 1+O~e ~ _`~r___. A D D C D C A D RISAFoot Version 2.0 (Untitled.rftj Page 1 ~~ y ComparTy ~ & S Structural Er*eers ~ November 7, 2005 Designer : Mark D. Andrus, PE Job Number :05505 EISSA Nead Start Checked By: Soil Bearin Description Categories and Factors Gross Allow.(psf) Max Bearing (psf) Max/Aflowab_1_e Ratio j ASCE 2.4.1-1 1DL _ ~ 1500 711.331 A -' .474 ASCE 2.4.1-2 , 1DL+1 LL I 1500 1449.52 fA) .966 A~ B A~ B D~ C D- C 1DL QA: 711.331 psf QB: 711.331 psf QC: 711.331 psf QD: 711.331 psf NAZ : -1 in NAX :-1 in 1 DL+1 LL QA: 1449.52 psf QB: 1449.52 psf QC: 1449.52 psf QD: 1449.52 psf NAZ: -1 in NAX:-1 in Footing Flexure Desi4n (Bottom Bars _ Description Categories and Factors _ _ __Mu-XX (k-ft} _ Z Dir As (inZ) Mu-ZZ (k-ft) _ X_ Dir_A_s (in2 ) AC1 9-1 ~ 1.4DL+1.7LL ! 3.75036e-7 r 1.33346e-8 I .305 .011 ACl9-2 ~ 1.05DL+1.275LL+1.275WL -- 2.81277e-7 1.0001e-8 .229 .008 ACI 9-3 __ __ i .9DL+1.3WL ~~ 1.06673e-7 'LL 3.79282e-9 .087 .003 ~ - -- - -- L+1EL 2.65231e-7 , 9.43042e-9 .216 008 IBC 16-6 j 9DL+IEL _ 1.06673e-7 _ i 3.79282e-9 ~_ _ _ _ =087 _ -_ 003 Note: Overburden and footing self weight are included in the DL load case. Footing Shear Check Two Way (Punching) Vc: NA One Way (X Dir. Cut) Vc 9.998 k One Way (Z Dir. Cut) Vc: 7.5 k Description ACI 9-1 !ACI9-2 AC! 9-3 _ __ ~~ fBC 16-5 !BC 16-6 Categories and Factors 1.4DL+1.7LL 1.OSDL+1.275LL+1.275W L .9DL+1.3WL 1.2DL+1 LL+1 EL __ ~ .9DL+1 EL Punching NA ,_ NA NA _ i NA NA i NA NA I NA I NA ! NA Note: Overburden and footing self weight are included in the DL load case. X Dir. Cut _ Vu(k) Vu! .002 ~_ 0 .001 0 .000426692+ 0 _ .00 0 .000426692 I 0 Z Dir. Cut Vc V_u(k) Vu/ Vc - ~- - .002 ~ 0 _ T .001 0 ~-.000426692 0 __~ 001 ~~ 0 .000426692 I 0 Concrete Bearin_q Check (Vertical Loads Only) Bearing Bc : 91.375 k Description Cate ories and Factors Bearing Bu (k) Bearing Bu/c;Bc ACI9-1 1.4DL+1.7LL -~J^ 3 i I .051 ,I ACI9-2 1.OSDL+1.275LL+1.275WL ___~_ 2.25 -- j- .038 - - ACI 9-3 .9DL+1.3WL j .853 .014 IBC 16-5 1.2DL+1 LL+1 EL __ 2.122 _ ___ _ _ r .036 ' IBC 16-6 .9DL+1 EL _ ; .853 _ _ .014 Note: Overburden and footing self weight are included in the DL load case RISAFoot Version 2.0 [Untitled.rft] Page 2 S S .. ,~- 3 -~ ~ ~ ,~ ~,.:.n gyp. ?.. ~ O ~} ~ ~,y- ~ f ... - ~~ ~r~ ~ ~~ . -. ~~.. -~ . ~ ~ .~ _ N a~ ~: ~; " •.; i ~: ~ ~ , .. .. ;, ~. ~ . ~ ~.x ~ . ~~_ ---- ~' L . _ ~~c f ~ y -~. _~,: ~.-.. ~ . ~... .. ,~ .~ .~: ~~ ~.`~ } #~ [ ~ vi ~~~ ~ . <a i r 't d t i~ ~ ~ s~~~." ~ z ~..~~ P. _;~, f' gk ~ ~ s. ~' ~ yt, r ~` ~~ .F. ~' r~~.n .~' ~ .~ "~" ~s_ ,u F ~ ~;~ ~ r . , ~~~ t- r. ~ ~ t. y' ~~~ , u ~~ ~ ~ '„~y» .. ~ ~ to ,. ,x ~'. ~; v.: ~ ,~ ~ ; 1 , E ,... .~ .: G _~ ~'.~ `"~~"~:,^~ ~- 1 inch equals 1d feet ' 0 s 4II 2p ,qp ~~ ~axsoR `moo c'o CITY O F °~ RE?~I3URG ~~ Americn's Family Community June 7, 2006 Russ Spain Executive Director -EICAP 357 Constitution Way P.O. Box 5109 Idaho Falls, Idaho 83440 Dear Russ: This letter is to make you aware of the City of Rexburg's intentions with respect to the Head Start Building that will be built in Rexburg. The city believes that the development of the Head Start Building is an asset to this community and especially to those children that are underserved because of financial means. It is for this reason that the City of Rexburg wishes to waive certain fees which will enhance your ability to provide a quality facility located in our community. Therefore, the City of Rexburg agrees to waive the following fees: 1. $ 2,074.55 Building Permit Fee 2. $ 899.64 Commercial Plumbing Permit Fee 3. $ 765.00 Mechanical Inspection Fee 4. $ 207.45 Plan Check Fee I appreciate the work EICAP does in our community and wish you much success with the expansion of Head Start in Rexburg. Please feel free to contact me if you have any questions. Sincerely, Shawn D. Larsen Mayor SitaH~n D. l.:arsen rYtayor I';~'. Center fiea'bury,. !I? 834•d0 f'. (J. l3ox280 ongvori~i':rexhurg.or;s; ivwtis.rexhur~,org f'Jrnne (20~i 359.3020 ext.yZ8 Fax l~?Ob'1359.3022 RbxsuR ~~oF cad CITY O P v.~ 1ZEXIit.T1ZG America's Family Community June 7, 2006 Russ Spain Executive Director -EICAP 357 Constitution Way P.O. Box 5109 Idaho Falls, Idaho 83440 Dear Russ: This letter is to make you aware of the City of Rexburg's intentions with respect to the Head Start Building that will be built in Rexburg. The city believes that the development of the Head Start Building is an asset to this community and especially to those children that are undexserved because of financial means. It is for this reason that the City of Rexburg wishes to waive certain fees which will enhance your ability to provide a quality facility located in our community. Therefore, the City of Rexburg agrees to waive the following fees: 1. $ 2,074.55 Building Permit Fee 2. $ 899.64 Commercial Plumbing Permit Fee 3. $ 765.00 Mechanical Inspection Fee 4. $ 207.45 Plan Check Fee I appreciate the work EICAP does in our community and wish you much success with the expansion of Head Start in Rexburg. Please feel free to contact me if you have any questions. Sincerely, <Cx%~ ~ ~`' a r`'~ Shawn D. Larsen Mayor Shawn U. Larsen tViayor 12 N. Center /~exhurg, ff~ 83440 P. U. Bax 280 mcxyoratrexhurg.org tiviaw.rexf~urg.org f'fuane (2(181359.3020 ext.328 F'ax (20$i 3 59.3022 ~ , 2~ I STM • PAGE#1 OF 1 MATERIALS C-39 Concrete Cylinder REVISION DATE B/9/2006 R:\EASTERN TESTING ~r Compressive Strength IDAHO\2006REPOR7s\E6009aC - HEADSTART CTR-REXBURG\C61481.DOC INSPECTION ^ Environmental Services ^ Geotechnical Engineering ^ Construction Materials Testing ^ Speciai Inspections Val Christensen City of Rexburg Building Deparhnent PO Box 280 Rexburg, ID 83440 Phone: (208)359-3020 Fax: (208)359-3024 Other: Project: Headstart Center, Rexburg Yro'ect Mana er: Dan Kin Contractor: Harris Construction Inspector: David Anderson Supplier: Walters Ready Mix Truck #: 63 Ticket #: 00530 Mix ID: 180 # Of Yards: 9 of 17'/4 Report #: OOlrc Location: Stem walls -south, east and north, also concrete iers at south ~i~all and north v~all MIX PROPORTIONS PROVIDED BY SUPPLIER: TEST PROPERTIES & CONDITIONS: Size of Load: Weather Conditions: Partly cloudy Cement (Ibs): Ambient Temperature (F): 75 Fly Ash (Ibs): Not Concrete Temp. (ASTM C 1064) (F): 71 Water (gal): Provided Time Concrete B~ched (from Ticket): 1:32pm Coarse Agg. #1 (Ibs): By Time Representative Concrete Placed: ---------- Coarse Agg. #2 (lbs): The Air Content (ASTM C 231 or C-173) (%): 4.5 Fine Agg. # 1 (lbs): Redi Slum ASTM C 143 p ( ) (inches): 4 Fine Agg. #2 (Ibs): Mix Unit Weight (ASTM C 138): ---------- Admix #1 (oz): Company Yield (ASTM C 138): ---------- Admix #2 (oz): Water Added (gals): 0 Admix #3 (oz): Set # (if any) Water/Cement Ratio: Sampled in accordance with ASTM C 172 C tinders cast in accordance with ASTM C31 -Field / C 192 -Lab II Cast Date: Jul 5, 06 Specified fc (psi): 3000 I L # of Cylinders: 4 Cylinder Corr. Cylinder Test Test Failure Compressive C-617 Fracture ID Diam. Height Factor Area Age Date Load Strength Cap Type Compliance 61481 6 12 1.00 28.27 7 Jul 12, 06 57,210 2020 shear 61482 6 12 1.00 28.27 28 Aug 2, 06 89,625 3170 cone/split PASS 61483 6 12 1.00 28.27 28 Aug 2, 06 92,005 3250 cone/split PASS 61484 6 12 1.00 28.27 28 Rug 2, 06 96,965 3430 shear PASS Notes: CyLndet Dasea on average ror mmcateq test date; ASTM C-617 is a sulfur cap - ASTM C 1231 neoprene pads used unless otherwise noted. Note: Walters Ready Mix did not provide MTI inspector with a batch ticket. If there are questions concerning this report (c61481.doc), please contact the Project Manager listed above. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. ~,~ Reviewed by: George DuPont Corporate Construction Services Manager CC: Ron Holt, Eastern Idaho Community Action Partnership; Sundberg & Associates, Inc.; Val Christensen, City of Rexburg Building Department 1230 North Skyline Drive, Suite C, Idaho Falls, ID 83402 208-529-8242 Fax: 208-529-6911 Email: eimtita'~mti-id.com Website: www.mti-id.com PAGE #1 OF 1 MATERIALS REVISION DATE 7N1/2006 c R:IEASTERN TESTING i~T IDAHO\2006REPORTS\E60098c- HEADSTART CTR- INSPECTION REXBURGIRPT001 RC.DOC ^ Environmental Services ^ Geotechnical Engineering ^ Construction Materials Testing ^ Special Inspections Val Christensen Phone: (208) 359-3020 City of Rexburg Building Department Fax: (208) 359-3024 ~\ PO Box 280 Other: rl Rexburg, ID 83440 ~' // Project: Headstart Center, Rexburg Project Manager: Dan King Inspector: David Anderson Inspection Date: July S, 2006 REINFORCED CONCRETE INSPECTION REPORT On the above date, our representative performed work on the referenced project as reported below. Inspected reinforcing steel placement at all stem walls, north, south, east and west. Performed one air entrainment test and one slump test. Observed placement and consolidation of 17%2 cubic yards of Walters Ready Mix concrete mix # 180 placed at locations noted above, plus six (6) concrete piers at south and north walls, and cast one set of four cylinders. - Cylinders: #61481-#61484 Work inspected was in eompliance~vith-projec~-~lans and specifications. If there are questions concerning this report (rpt001 rc. doc), please contact the Project Manager listed above. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. ~j,~1 Reviewed by: George DuPont Corporate Construction Services Manager CC: Ron Holt, Eastern Idaho Community Action Partnership; Sandberg & Associates, Inc.; Val Christensen, City of Rexburg Building Department 1230 North Skyline Drive, Suite C, Idaho Falls, ID 83402 208-529-8242 Fax: 208-529-6911 Email: eimtiln'~.mti-id.com Website: www.mti-id.com cP ~~~ MATERIALS ASTM C-39 Concrete Cylinder REEgoN N°TE~24/2006 TESTING ~ Compressive Strength ~DAHO\2006REPORTS\E60098c- HEADSTART CTR-REXBURG\C61491.DOC INSPECTION ^ Environmental Services ^ Geotechnical Engineering ^ Construction Materials Testing ^ Special Inspections Val Christensen City of Rexburg Building Department PO Box 280 Rexburg, ID 83440 Phone: (208) 359-3020 Fax: (208) 359-3024 Other: Project: Headstart Center, Rexburg Project Mana er: Dan Kin Contractor: Harris Construction Inspector: David Anderson Supplier: Walters Ready Mix Truck #: 63 Ticket #: 00530 Mix ID: 180 # Of Yards: 9 of 173/4 Report #: OOlrc Location: Stem walls -south, east and north, also concrete piers at south wall and north wall MIX PROPORTIONS PROVIDED BY SUPPLIER: TEST PROPERTIES & CONDITIONS: Size of Load: Weather Conditions: Partly cloudy Cement (Ibs): Ambient Temperature (F): 75 Fly Ash (lbs): Not Concrete Temp. (ASTM C 1064) (F): 71 Water (gal): Provided Time Concrete Batched (from Ticket): 1:32pm Coarse Agg. #1 (lbs): By Time Representative Crncrete Placed: ---------- Coazse Agg. #2 (lbs): The Air Content (ASTM C 231 or C-173) (%): 4.5 Fine Agg. #1 (Ibs): Redi Slump (ASTM C 143) (inches): 4 Fine Agg. #2 (lbs): Mix Unit Weight (ASTM C 138): ---------- Admix # 1 (oz): Company Yield (ASTM C 138): ---------- Admix #2 (oz): Water Added (gals): 0 Admix #3 (oz): Set # (if any) Water/Cement Ratio: Sampled in accordance with ASTM C 172 C tinders cast in accordance with ASTM C31-Field / C 192 -Lab Cast Date: Jul 5, 06 Specified Pc (psi): 3000 # of Cylinders: 4 Cylinder Corr. Cylinder Test Test Failure Compressive C~17 Fracture ID Diam. Hei ht Factor Area Age Date Load Strength Cap Type Compliance 61481 6 12 1.00 28.27 7 Jul 12, 06 57,210 200 shear 61482 6 12 1.00 28.27 28 61483 6 12 1.00 28.27 28 61484 6 12 1.00 28.27 2S Notes: Cylinder diameter based on average for indicated test date; ASTM L-6r/ ~s a su\mr cap - a~ t rvt ~ ins i neoprene pans uses umess ornerw~se noieu. Note: Walters Ready Mix did not provide MTI inspector with a batch ticket. If there are questions concerning this report (c61481.doc), please contact the Project Manager listed above. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. ~~ Reviewed by: George DuPont Corporate Construction Services Manager CC: Ron Holt, Eastern Idaho Community Action Partnership; Sundberg & Associates, Inc.; Val Christensen, City of Rexburg Building Department 1230 North Skyline Drive, Suite C, Idaho Falls, ID 83402 208-529-8242 Fax: 208-529-6911 Email: eimtit~mti-id.com Website: www.mti-id.com Jun 23 2006 1:16PM Materials Testing & Insp. MATER{Al5 TESTING fs INSPECTION 2085296911 p,2 • 06 00261 Head Start Building o Environmental Services o Geotechnical Engineering o Construction Materials Testing o Special Inspections VAL CHRISTENSEN, BUILDING OFFICIAL CITY OF REXBURG BUILDING DEPT. P.O: Bog 280 Rexburg, Idaho 83440 Re: Scope of Testing and Inspection Services for the Proposed Project: Rexburg Headstarf Center Dear Mr. Christensen, The scope of services has been prepared'for your review and evaluation. PHONE: 359020 FAX: 359-3024 C~oo~ R~ The scope of services is based on a conversation with the architect of record, our revie~~ of plans; specifications, similar projects and City of Rexburg requirements.' r -2.812 SF Wood framed structure -The Scope of Services includes; 1) concrete testing and inspection • Concrete = "Special Inspection" of concrete is required for stem walls only. Structural concrete will be tested at intervals of one set of 4 concrete cylinders for each 150 cubic yards or fraction thereof of each concrete mix placed each day. It is MTI's intention that our services will complement your efforts towards maintaining the highest standards of quality. Please let us know if you require additional information. We look forward to working with you on this project. Respectfully Submitted, Materi~als~Testing & Inspection, Inc. r'r Dan King, Eastern Idaho Manager Jun 23 2006 1:16PM Materials Testing & Insp. 2085296911 p.l I~ATERIAlS TESTING ~ 1 NSPECTION ^_Environmental Services O Geotechnical Engineering ^ Conslruction Materials Testing ^ Special Inspections Fax To: ti rom: Fax: ~ ~~- ~ ~ Date: ~ 'f ~ --L'j Phone: Pages: ~ ~~ ~l I_/p ~` Re: CC: .Urgent ^ For Review ^ Please Comment ^ Please Reply ^ Please Recycle •Comments: The following information has been specifically prepared by Materials Testing 8 lrupection for the intended user as addressed on this facsimile sheet and attached documents. tf you have received this information in error and are rwt tfie intended recipient, please destroy all the documents and notify Materials Testing & Inspection, via phone numbers indicated on this facsimile immediately. 1230 N. Skyline Drive, Suite C, Idaho Falls, ID 83402 208 529-8242 Fax 208 529-6911 E-Mail mti®mti-id.com www.mli-id.com Jun 16 2006 3:34PM ¢~ Materials Testing & Insp. MATER1Al5 TESTING ~ INSPECTION 2085296911 P/lOE M7 OF 1 REYIB~ON DAiE 8118/2006 DOCUMENT2 p.l o Environmental Services o Geotechnical Engineering o Construction Materials Testing o Special Inspections VAL CHRISTENSEN, BUILDING OFFICIAI: CITY OF REXBURG BUII.DING DEPT. P.O. Boa 280 Rexburg, Idaho 83440- Re: Scope of Testing and Inspection Services for the Proposed Project: Rexburg Headstart Center Dear Mr. Christensen, The scope of services has been prepared for your review and evaluation. The scope of services is based on a conversation with the architect of record, our review of plans; specifications, similar projects and City of Rexburg requirements. ~ 2,812 SF Wood framed s__tructure -The Scope of Services includes; 1) concrete testing and inspection ~ Concrete = "Special Inspection" of concrete is required for stem walls only. Structural concrete will be tested at intervals of one' set of 4 concrete cylinders for each 150 cubic yards or fraction thereof of each concrete mix placed each day. It is MTI's intention that our services will complement your efforts towards maintaining the highest standards of quality. Please let'us know if you require additional information. We look forward to working w7th you on this project. Respectfully Submitted, Materials Testing & Inspection, Inc. ~~ Dan King, Eastern Idaho Manager JUN 1 9 2006 CITY OF REXBURG PHONE:359 3UTA FAJC: 359-30?+t Jun 23 2006 2:09PM Sundberg & Rssociates, In 208-522-6928 • • SUNDBERG & ASSOCIATES ARCHITECTS SIXTEENTH & BOULEVARD • P.O_ BOX 2379 • IDAHO FALLS, IDAHO 83403 'TELEPHONE X208} 522.8901 FAX (208} 522-6928 June 23, 2006 City of Rexburg Building Department Attn: Val Christensen 12 North Center Rexburg, ID 83440 Re: Rexburg Headsta.rt Center -Occupancy Group. Classification Dear 1VIr. Christensen: p.l D~ o~Z'~I The above referenced project is designed to meet the educational requirements of the Headstart program as administered by the US Department of Health and Human Services. The building is an educational facility, IBC Occupant, Group E. IBC Commentary, Section 308.5.2 Child Care Facility: A facility that provides supervision and personal care on less than 24 hour basis for more than five children 2 `/Z years of age shall be classified as Occupancy Group I-4. Exception to 308.5.2 Childcare Facility: The Rexburg Headstart meets these requirements of this exception. for children 2 %Z years or less of age to be an Occupant Group E. Section 305 Educational Group E: The Headstart programs meet the requirements of Section 305 for the ages and number of children using the facility. Headstart classrooms exit directly to the exterior at ground level. The program does not provide custodial care to any of the students. Very truly yours, SUND & ASSOCIATES, INC. e~~ 1 sbe ~`3' E.I.C.A.P. ~_''., :I ~l' ~.. F' F- a ~~_y ~~~ r d~h^ C^+-munity A~°~4~ January 24, 2007 Gary Leikness City of Rexburg Planning Department Rexburg, ID 83440 Dear Gary, EASTERN IDAHO COMMUNITY ACTION PARTNERSHIP (formerly Eastern Idaho Special Services Agency, Inc.) P.O. Box 51098 357 Constitution Way Idaho Falls, Idaho 83405 (208)522-5391 FAX (208) 522-5453 1-800-632-4813 It was a pleasure meeting you Monday in Mayor Larsen's office and discussing our newly completed Head Start Center in Rexburg. Our intention is to do whatever is necessary to the parking lot to either come into compliance with the design or to request a variance from the City. We also have every intention to complete the landscaping as soon as weather permits. We are required to have a playground for the children and considering the weather and the fact that we are now dealing with either, snow, dirt or mud it is unrealistic to take the children outside. So as soon as weather permits, we will be putting in sod, fencing the back and putting up playground equipment. In any case our plan is to have landscaping completed on or before June 1, 2007. If you have questions or concerns regarding the facility, please do not hesitate to call. Sincerely, ~~~~~~ , r Rus ell K. Spain, CCAP Executive Director cc: Leta Chadwick ~ ~ , = aa~ a . commuMtr Assistance. Ada~oca ~~. V EpUAL HOUSING OPPORTUNITY Ansues an Aging P A R T N E R S H 1 P • HEAD START° NetP~^g Pte Changing Lives Area Y[Agencp on.9ginq FROM :HAROLD L HARRIS CONST wrc~, tapar_ rc ~ Jun. 23 2006 11:41AM P2 ~ oosr. rrtC H~ti ~pn,r, '~1 atti-~o ~ ~~~ _; ,~. 'NON P~N~ I~UNc~ ~ ~a ss<<~~N FAX N0. :2083568036 oa~.t.~c~ AAR~c ~. stZOVZSaoz wd~E ~ s soot ~ z ~ ~ ~~r OM :HAROLD L HARRIS CONST ~ FAX N0. :2083568036 ~un. 23 2006 11:40AM P1 ~az~a~d .~'. ~iz~~id G'a~td tzuct~a~t, ~~c. 5 E, CENTER STREET P,O, BOX 30 SUGAR CITY, ID 83448 .~ (208) 356.3342 Phon®/FAX (20'8) 3568036 To : _~s ~-~ ~ -~' ~ ,yr~ra ~_ ~ . Attention : ~___~___-~4-r~.-~ ~.r~ ~ Fax No: ~ ~~~1~ ~o~ g Phone No:~~i ~ ~~o "~~' From; ~~n Date; ~ ~ ~ ~ ~ Comments • .. 5 ,,.~-~~ ~, ._. ... ~=1~r4% ~y ~Q a•_ OUR FAK NUMBER IS (208) 356-8036 IF THERE ARE PROBLEMS DURING TRANSMISSION PLEASE PHONE (208) 356-3342 1 1 1 Rexburg Headstart EISSA East Second North Rexburg, Idaho REGISTEREQ ARCHITECT N0. AR832 2-~•G~o Sundberg & Associates, Inc. Architects 111 East 16t'' Street Idaho Falls, Idaho Telephone No. 208-522-6901 Fax No. 208-522-6928 TABLE OF CONTENTS PAGES INSTRUCTION TO BIDDERS (AIA DOC. A701-1997) 1-6 SUPPLEMENTARY INSTRUCTION TO BIDDERS 1-2 BID PROPOSAL 1-4 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION (AIA DOC. A201, 1997) 1 SUPPLEMENTARY CONDITIONS 1-12 AGREEMENT BETWEEN OWNER AND CONTRACTOR (AIA DOC. A101, 1997) 1 CONTRACTOR'S AFFIDAVIT CONCERNING ALCHOL AND DRUG-FREE WORKPLACE 1 CONTRACTOR'S AFFIDAVIT CONCERNING TAXES 1 DIVISION 1_GENERAL REOUIREMENTS SECTION 01001 BASIC REQUIREMENTS 1-12 DIVISION 2 -SITE CONSTRUCTION SECTION 02050 DEMOLITION 1-2 SECTION 02110 SITE CLEARING I-2 SECTION 02513 ASPHALT CONCRETE PAVING 1-8 DIVISION 3 -CONCRETE SECTION 03001 CONCRETE 1-5 DIVISION 6 -WOOD AND PLASTICS SECTION 06100 ROUGH CARPENTRY 1-2 SECTION 06200 FINISH CARPENTRY 1-3 DIVISION 7 -THERMAL AND MOISTURE PROTECTION SECTION 07210 BUILDING INSULATION l-2 SECTION 07270 FIRESTOPPING 1-2 SECTION 07310 SHINGLES 1-3 SECTION 07460 SIDING 1-2 SECTION 07900 JOINT SEALERS 1-3 DIVISION 8 -DOORS AND WINDOWS SECTION 08110 STEEL DOORS AND FRAMES 1-2 SECTION 08210 WOOD DOORS 1-2 SECTION 08520 ALUMINUM/VINYL WINDOWS 1-4 SECTION 08705 DOOR HARDWARE 1-4 SECTION 08800 GLAZING 1-3 DIVISION 9 -FINISHES SECTION 09260 GYPSUM BOARD ASSEMBLIES 1-3 SECTION 09650 RESILIENT FLOORING 1-4 SECTION 09680 CARPET 1-9 SECTION 09900 PAINTING 1-3 DIVISION 10 -SPECIALTIES SECTION 10523 FIRE EXTINGUISHERS 1-2 DIVISION 11 - EQUIPMENT KITCHEN EQUIPMENT 23 PAGES t ~~~ ® TM =>== Document A701 -1997 Instructions to Bidders 1 for the following PROJECT: ' (Name and location or address): Rexburg Headstart Rexburg, Idaho ' THE OWNER: (Name and address): EISSA 357 Constitution Way Idaho Falls, Idaho 83402 THE ARCHITECT: ' (Name and address): Sundberg and Associates, Inc. 111 East 16th Street Idaho Falls, Idaho 83404 TABLE OF ARTICLES ' 1 DEFINITIONS 2 BIDDER'S REPRESENTATIONS ' 3 BIDDING DOCUMENTS 4 BIDDING PROCEDURES ' S CONSIDERATION OF BIDS ' 6 POST-BID INFORMATION 7 PERFORMANCE BOND AND PAYMENT BOND ' 8 FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR ADDITIONS AND DELETIONS: The author of this document has added information needed for its completion. The author may also have revised the text of the original AIA standard form. An Additions and Deletions Report that notes added information as well as revisions to the standard form text is available from the author and should be reviewed. A vertical line in the left margin of this document indicates where the author has added necessary information and where the author has added to or deleted from the original AIA text. This document has important legal consequences. Consultation with an attorney is encouraged with respect to its completion or modification. ' A!A Document A701 T"" - 1997. Copyright ©1970, 1974, 1978, 1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING: This AIA° Document is protected by U.S. Copyright law and International Treaties. Unauthorized reproduction or distribution of this AIA'° ~ Document, or any portion of it, may result in severe civil and crimina4 penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:30:32 cn 01/24/2006 under Order No.1000206007_t which expires on 2/9/2007, and is not for resale. ' User Notes: (3814542303) ARTICLE 1 DEFINITIONS § 1.1 Bidding Documents include the Bidding Requirements and the proposed Contract Documents. The Bidding Requirements consist of the Advertisement oc Invitation to Bid, Instructions to Bidders, Supplementary Instructions ' to Bidders, the bid form, and other sample bidding and contract forms. The proposed Contract Documents consist of the form of Agreement between the Owner and Contractor, Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications and all Addenda issued prior to execution of the Contract. ' § 1.2 Definitions set forth in the General Conditions of the Contract for Construction, AIA Document A201, or in other Contract Documents are applicable to the Bidding Documents. § 1.3 Addenda. are written or graphic instruments issued by the Architect prior to the execution of the Contract which modify or interpret the Bidding Documents by additions, deletions, clarifications or corrections. § 1.4 A Bid is a complete and properly executed proposal to do the Work for the sums stipulated therein, submitted ' in accordance with the Bidding Documents. § 1.5 The Base Bid. is the sum stated in the Bid for which the Bidder offers to perform the Work described in the Bidding Documents as the base, to which Work may be added or from which Work may be deleted for sums stated in Alternate Bids. § 1.6 An Alternate Bid (or Alternate) is an amount stated in the Bid to be added to or deducted from the amount of ' the Base Bid if the corresponding change in the Work, as described in the Bidding Documents, is accepted. § 1.7 A Unit Price is an amount stated in the Bid as a price per unit of measurement for materials, equipment or services or a portion of the Work as described in the Bidding Documents. ' § 1.8 A Bidder is a person or entity who submits a Bid and who meets the requirements set forth in the Bidding Documents. § 1.9 ASub-bidder is a person or entity who submits a bid to a Bidder for materials, equipment or labor for a portion of the Work. ARTICLE 2 BIDDER'S REPRESENTATIONS ' § 2.1 The Bidder by making a Bid represents that: § 2.1.1 The Bidder has read and understands the Bidding Documents or Contract Documents, to the extent that such documentation relates to the Work for which the Bid is submitted, and for other portions of the Project, if any, being bid concurrently or presently under constniction. ' § 2.1.2 The Bid is made in compliance with the Bidding Documents. § 2.1".3 The Bidder has visited the site, become familiar with local conditions under which the Work is to be ' performed and has correlated the Bidder's personal observations with the requirements of the proposed Contract Documents. ' § 2.1.4 The Bid is based upon the materials, equipment and systems required by the Bidding Documents without exception. ARTICLE 3 B{DOING DOCUMENTS ' § 3.1 COPIES § 3.1.1 Bidders may obtain complete sets of the Bidding Documents from the issuing office designated in the Advertisement or Invitation to Bid in the number and for the deposit sum, if any, stated therein. The deposit will be refundedto Bidders who submit a bona fide Bid and return the Bidding Documents in good condition within ten ' days after receipt of Bids. The cost of replacement of missing or damaged documents will be deducted from the deposit.. A Bidder receiving a Contract award may retain the Bidding Documents and the Bidder's deposit will be refunded. § 3.1.2 Bidding Documents will not be issued directly to Sub-bidders unless specifically offered in the Advertisement or Invitation to Bid, or in supplementary instructions to bidders. ' AIA Document A701 T" - 1997. Copyright ©1970, 1974, 1978, 1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING: This AIArD Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AfA'D Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 1 1:30:32 on 01/24/2006 under Order No.1000206007_t which expires on 2/9/2007, and is not for resale. User Notes: (3814542303) § 3.1.3 Bidders shall use complete sets of Bidding Documents in preparing Bids; neither the Owner nor Architect assumes responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. § 3.1.4 The Owner and Architect may make copies of the Bidding Documents available on the above terms for the ' purpose of obtaining Bids on the Work. No license or grant of use is conferred by issuance of copies of the Bidding Documents. § 3.2 INTERPRETATION OR CORRECTION OF BIDDING DOCUMENTS ' § 3.2.1 The Bidder shall carefully study and compare the Bidding Documents with each other, and with other work being bid concurrently or presently under construction to the extent that it relates to the Work for which the Bid is submitted, shall examine the site and local conditions, and shall at once report to the Architect errors, ' inconsistencies or ambiguities discovered. § 3.2.2 Bidders and Sub-bidders requiring clarification or interpretation of the Bidding Documents shall make a written request which shall reach the Architect at least seven days prior to the date for receipt of Bids. ' § 3.2:3' Interpretations, corrections and changes of the Bidding Documents will be made by Addendum. Interpretations, corrections and changes of the Bidding Documents made in any other manner will not be binding, and Bidders shall not rely upon them. ' § 3.3 SUBSTITUTIONS § 3.3.1 The materials, products and equipment described in the Bidding Documents establish a standard of required ' function, dimension, appearance and quality to be met by any proposed substitution. § 3.3.2 No substitution will be considered prior to receipt of Bids unless written request for approval has been received by the Architect at least ten days prior to the date for receipt of Bids. Such requests shall include the name ' of the material or equipment for which it is to be substituted and a complete description of the proposed substitution including drawings, performance and test data, and other information necessary for an evaluation. A statement setting forth changes in other materials, equipment or other portions of the Work, including changes in the work of other contracts that incorporation of the proposed substitution would require, shall be included. The burden of proof ' of the merit of the proposed substitution is upon the proposer. The Architect's decision of approval or disapproval of a proposed substitution shall be final. ' § 3.3.3 If the Architect approves a proposed substitution prior to receipt of Bids, such approval will be set forth in an Addendum. Bidders shall not rely upon approvals made in any other manner. § 3.3.4 No substitutions will be considered after the Contract award unless specifically provided for in the Contract ' Documents. § 3.4 ADDENDA § 3.4.1 Addenda will be transmitted to all who are known by the issuing office to have received a complete set of ' Bidding Documents. § 3.4.2 Copies of Addenda will be made available for inspection wherever Bidding Documents are on file for that ' purpose. § 3.4.3 Addenda will be issued no later than four days prior to the date for receipt of Bids except an Addendum withdrawing the request for Bids or one which includes postponement of the date for receipt of Bids. ' § 3.4.4 Each Bidder shall ascertain prior to submitting a Bid that the Bidder has received all Addenda issued, and the Bidder shall acknowledge their receipt in the Bid. ' ARTICLE 4 BIDDING PROCEDURES § 4.1 PREPARATION OF BIDS § 4.1.1 Bids shall be submitted on the forms included with the Bidding Documents. ' AIA Document A701 T'" -1997. Copyright ©1970, 1974, 1978, 1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING: This AIAa Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA'° 3 Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:30:32 on 01/24/2006 under Order No.1000206007_t which expires on 2/9/2007, and is not for resale. ' User Notes: (3814542303) 1 1 § 4.1.2 All blanks on the bid form shall be legibly executed in anon-erasable medium. ' § 4.1.3 Sums shall be expressed in both words and figures. In case of discrepancy, the amount written in words shall govern. ' § 4.1.4 Interlineations, alterations and erasures must be initialed by the signer of the Bid. § 4.1.5 All requested Alternates shall be bid. If no change in the Base Bid is required, enter "No Change." ' § 4.1,6 Where two or more Bids for designated portions of the Work have been requested, the Bidder may, without forfeiture of the bid security, state the Bidder's refusal to accept award of less than the combination of Bids stipulated by the Bidder. The Bidder shall make no additional stipulations on the bid form nor qualify the Bid in any ' other manner. § 4.1.7 Each copy of the Bid shall state the legal name of the Bidder and the nature of legal form of the Bidder. The Bidder shall provide evidence of legal authority to perform within the jurisdiction of the Work. Each copy shall be ' signed-by the person or persons legally authorized to bind the Bidder to a contract. A Bid by a corporation shall further give the state of incorporation and have the corporate seal affixed. A Bid submitted by an agent shall have a current power of attorney attached certifying the agent's authority to bind the Bidder. ' § 4.2 BID SECURITY § 4.2.1 Each Bid shall be accompanied by a bid security in the form and amount required if so stipulated in the Instructions to Bidders. The Bidder pledges to enter into a Contract with the Owner on the terms stated in the Bid ' and will, if required, furnish bonds covering the faithful performance of the Contract and payment of all obligations arising thereunder. Should the Bidder refuse to enter into such Contract or fail to furnish such bonds if required, the amount of the bid security shall be forfeited to the Owner as liquidated damages, not as a penalty. The amount of the bid security shall not be forfeited to the Owner in the event the Owner fails to comply with Section 6.2. r § 4.2.2If a surety bond is required, it shall be written on AIA Document A310, Bid Bond, unless otherwise provided in the. Bidding Documents, and the attorney-in-fact who executes the bond on behalf of the surety shall affix to the bond a certified and current copy of the power of attomey. § 4.2.3 The Owner will have the right to retain the bid security of Bidders to whom an award is being considered until either (a) the Contract has been executed and bonds, if required, have been furnished, or (b) the specified time has elapsed so that Bids may be withdrawn or (c) all Bids have been rejected. § 4.3 SUBMISSION OF BIDS § 4.3.1 AlLcopies of the Bid, the bid security, if any, and any other documents required to be submitted with the Bid shall be enclosed in a sealed opaque envelope. The envelope shall be addressed to the party receiving the Bids and shall be identified with the Project name, the Bidder's name and address and, if applicable, the designated portion of the Work for which the Bid is submitted. If the Bid is sent by mail, the sealed envelope shall be enclosed in a separate mailing envelope with the notation "SEALED BID ENCLOSED" on the face thereof. § 4.3.2 Bids shall be deposited at the designated location prior to the time and date for receipt of Bids. Bids received after the time and date for receipt of Bids will be returned unopened. § 4.3.3 The Bidder shall assume fitll responsibility for timely delivery at the location designated for receipt of Bids. § 4.3.4 Oral, telephonic, telegraphic, facsimile or other electronically transmitted bids will not be considered. i § 4.4 MODIFICATION OR WITHDRAWAL OF BID § 4.4.1 A Bid may not be modified, withdrawn or canceled by the Bidder during the stipulated time period following the time and date designated for the receipt of Bids, and each Bidder so agrees in submitting a Bid. § 4.4.2 Prior to the time and date designated for receipt of Bids, a Sid submitted may be modified or withdrawn by notice to the party receiving Bids at the place designated for receipt of Bids. Such notice shall be in writing over the AIA Document A701 TM -1997. Copyright ©1970, 1974, 1978, 1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING: This AIA Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this A{Af9 4 Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:30:32 on 01/24/2006 under Order No.1000206007_t which expires on 219/2007, and is not for resale. User Notes: (3814542303) signature of the Bidder. Written confirmation over the signature of the Bidder shall be received, and date- and time- stamped by the receiving party on or before the date and time set for receipt of Bids. A change shall be so worded as not to reveal the amount of the original Bid. § 4.4.3 Withdrawn Bids may be resubmitted up to the date and time designated for the receipt of Bids provided that they are then fully in conformance with these Instructions to Bidders. § 4.4.4 Bid security, if required, shall be in an amount sufficient for the Bid as resubmitted. ' ARTICLE 5 CONSIDERATION OF BIDS § 5.1 OPENING OF BIDS At the discretion of the Owner, if stipulated in the Advertisement or Invitation to Bid, the properly identified Bids received on time will be publicly opened and will be read aloud. An abstract of the Bids may be made available to ' Bidders. § 5.2 REJECTION OF BIDS ' The Owner shall have the right to reject any or all Bids. A Bid not accompanied by a required bid security or by other datasequired by the Bidding Documents, or a Bid which is in any way incomplete or irregular is subject to rejection. § 5.3 ACCEPTANCE OF BID (AWARD) § 5.3.1 It is the intent. of the Owner to award a Contract to the lowest qualified Bidder provided the Bid has been submitted in accordance with the requirements of the Bidding Documents and does not exceed the funds available. The Owner shall have the right to waive informalities and irregularities in a Bid received and to accept the Bid ' which, in the Owner's judgment, is in the Owner's own best interests. § 5.3.2. The Owner shall have the right to accept Alternates in any order or combination, unless otherwise specifically ' provided in the Bidding Documents, and to determine the low Bidder on the basis of the sum of the Base Bid and Alternates accepted. ARTICLE 6 POST-BID INFORMATION ' § 6.1 CONTRACTOR'S QUALIFICATION STATEMENT Bidders to whom award of a Contract is under consideration shall submit to the Architect, upon request, a properly executed AIA Document A305, Contractor's Qualification Statement, unless such a Statement has been previously required and submitted as a prerequisite to the issuance of Bidding Documents. ' § 6.2 OWNER'S FINANCIAL CAPABILITY The Owner shall, at the request of the Bidder to whom award of a Contract is under consideration and no later than ' seven days prior to the expiration of the time for withdrawal of Bids, furnish to the Bidder reasonable evidence that financial arrangements have been made to fulfill the Owner's obligations under the Contract. Unless such reasonable evidence is furnished, the Bidder will not be required to execute the Agreement between the Owner and Contractor. ' § 6.3 SUBMITTALS § 6.3.1 The Bidder shall, as soon as practicable or as stipulated in the Bidding Documents, after notification of selection for the award of a Contract, furnish to the Owner through the Architect in writing: .1 a designation of the Work to be performed with the Bidder's own forces; .2 names of the manufacturers, products, and the suppliers of principal items or systems of materials and equipment proposed for the Work; and .3 names of persons or entities (including those who are to furnish materials oc• equipment fabricated to ' a special design) proposed for the principal portions of the Work. § 6.3.2 The Bidder will be required to establish to the satisfaction of the Architect and Owner the reliability and responsibility of the persons or entities proposed to furnish and perform the Work described in the Bidding ' Documents. § 6.3.3 Prior to the execution of the Contract, the Architect will notify the Bidder in writing if either the Owner or Architect, after due investigation, has reasonable objection to a person or entity proposed by the Bidder. If the AIA Document A701 T"~ - 1997. Copyright ©1970, 1974, 1978, 1987 and 1997 by The American Institute of Architects. All rights reserved. WARNING: This AIA'D Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIAJD Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:30:32 on 01/24/2006 under Order No.1000206007_1 which expires on 2/9!2007, and is not for resale. ' User Notes: (3814542303) Owner or Architect has reasonable objection to a proposed person or entity, the Bidder may, at the Bidder's option, (1) withdraw the Bid or (2) submit an acceptable substitute person or entity with an adjustment in the Base Bid or AIternate Bid to cover the difference in cost occasioned by such substitution. The Owner may accept the adjusted ' bid price or disqualify the Bidder. In the event of either withdrawal or disqualification, bid security will not be forfeited. § 6.3.4 Persons and entities proposed by the Bidder and to whom the Owner and Architect have made no reasonable ' objection must be used on the Work for which they were proposed and shall not be changed except with the written consent of the Owner and Architect. ARTICLE 7 PERFORMANCE BOND AND PAYMENT BOND § 7.1 BOND REQUIREMENTS § 7.1.1 If stipulated in the Bidding Documents, the Bidder shall furnish bonds covering the faithful performance of the Contract and payment of al] obligations arising thereunder. Bonds may be secured through the Bidder's usual sources. § 7.1.2 If the furnishing of such bonds is stipulated in the Bidding Documents, the cost shall be included in the Bid. If the furnishing of such bonds is required after receipt of bids and before execution of the Contract, the cost of such ' bonds shall be added to the Bid in determining the Contract Sum. § 7.1.3 If the Owner requires that bonds be secured from other than the Bidder's usual sources, changes in cost will ' be adjusted as provided in the Contract Documents. § 7.2 TIME OF DELIVERY AND FORM OF BONDS § 7.2.1 The Bidder shall deliver the required bonds to the Owner not later than three days following the date of execution of the Contract. If the Work is to be commenced prior thereto in response to a letter of intent, the Bidder shall, prior to commencement of the Work, submit evidence satisfactory to the Owner that such bonds will be furnished and delivered in accordance with this Section 7.2.1. § 7.2.2 Unless otherwise provided, the bonds shall be written on AIA Document A312, Performance Bond and Payment Bond. Both bonds shall be written in the amount of the Contract Sum. ' § 7.2.3 The bonds shall be dated on or after the date of the Contract. § 7.2.4 The Bidder shall require the attorney-in-fact who executes the required bonds on behalf of the surety to affix thereto a certified and current copy of the power of attorney. ' ARTICLE 8 FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR Unless otherwise required in the Bidding Documents, the Agreement for the Work will be written on AIA Document A1O1, Standard Form of Agreement Between Owner and Contractor Where the Basis of Payment Is a Stipulated Sum. ' AIA Document A70'I ^" -1997. Copyright ©1970, 1974, 1978, 1987 and 1997 by The American Institute of Architects. Ali rights reserved. WARNING: Tfiis AIAe Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA" 6 Document, or any portion of it, may result in severe civil and criminal penalties, and wilt be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 11:30:32 on 01/24/2006 under Order No.1000206007_1 which expires on 2/9/2007, and is not for resale. User Notes: (3814542303) 1 SUPPLEMENTARY INSTRUCTIONS TO BIDDERS The following supplements modify, change, delete from or add to the Instructions to Bidders, AIA Document A701 - 1997. Where any Article of the Instructions to Bidders is modified or any Paragraph, Subparagraph or Clause thereof is modified or deleted by the Supplementary Instructions to Bidders, the unaltered provisions of that Article, Paragraph, Subparagraph or Clause shall remain in effect. ARTICLE 4 BIDDING PROCEDURES Add to or supplement Article 4, the following: 4.1.1 A photocopy of the form bound in the Project Manual or a modified form included in an addendum is acceptable. 4.1.7 A corporate seal is not required if not required by the state of incorporation. 4.2.1 Delete the last sentence. 4.2.1.1 To be considered, proposals must be accompanied by an acceptable security, in an amount not less than five (S) percent of the total amount of the bid including add alternates. The security may be in the form of a bond, or a certified or cashier's check. 4.2.1.2 A successful bidder who fails to sign the contract for the work or furnish the required bonds within 10 days following the receipt of notice of intent to award a contract, shall forfeit the security. The owner may then award the contract to the next lowest bidder. 4.2.2 A standard surety bid bond form meeting all the conditions of AIA Document A310 is acceptable. 4.2.3.1 The specified time for retainage of the bid security is 45 days after the opening of bids, so long as the bidder has not been notified of the acceptance of the bid. 4.3.1.1 The mailing envelope containing the bid shall be addressed as follows: Sundberg & Associates, Inc. 111 East 16th Street Idaho Falls, Idaho 83404 4.3.5 Along with his bid the bidder shall submit an affidavit certifying his compliance with Idaho Code, Title 72, Chapter 17, requiring the contractor and his subcontractors at the time of bid to provide adrug-free workplace program and to maintain such program throughout the duration of the contract. ARTICLE 5 CONSIDERATION OF BIDS Add to Article 5, the following: Rexburg Headstart EISSA Rexburg, Idaho Section SIB Page - 1 5.5 EMPLOYMENT PRACTICES Bids shall be based on the provisions of Section 44-1001 and 44-1002 of the Idaho Code dealing with labor preference. ARTICLE 6 POST BID INFORMATION Delete paragraph 6.2 ARTICLE 7 PERFORMANCE BOND AND PAYMENT BOND Modify and add to Article 7, the following: In subparagraph 7.2.1, in the first sentence, delete "three days following the date of execution of the Contract" and substitute "ten days following the receipt of Notice of Intent to Award". 7.2.2.1 Performance bond and labor and material payment bond are required for this project; each in an amount of not less than 100% of the contract amount, and by a surety company authorized to do business in Idaho. END OF SUPPLEMENTARY INSTRUCTIONS TO BIDDERS Rexburg Headstart EISSA Section SIB Rexburg, Idaho Page - 2 TO: EISSA 357 Constitution Way Idaho Falls, Idaho 83402 Gentlemen: BID PROPOSAL The Bidder, in compliance with your invitation for bids for the construction of Rexburg Headstart, Rexburg, Idaho, having examined the bidding and contract documents and the site of the proposed work, and being familiar with all of the conditions surrounding the construction of the proposed project including the availability of materials and labor, hereby proposes to furnish all labor, materials and supplies, and to provide the service and insurance in accordance with the Contract Documents, within the time set forth therein, and at the prices stated below. These prices are to cover all expenses incurred in performing the work required under the Contract Documents, of which this proposal is a part. Bidder hereby agrees to commence work under this contract on a date to be specified in written "Notice to Proceed" of the Owner and to substantially complete the project within 180 consecutive calendar days thereafter, as stipulated in the specifications. Bidder acknowledges receipt of addenda No. BASE PROPOSAL: Bidder agrees to perform all of the base proposal work described in the specifications and shown on the plans for the sum of Dollars ($ ) (Amount shall be shown in both words and figures. In case of discrepancy, the amount shown in words will govern.) Bidder understands that the Owner reserves the right to reject any or all bids and to waive any informalities in the bidding. The bidder agrees that this bid shall be good and may not be withdrawn for a period of 45 calendar days after the scheduled closing time for receiving bids. Upon receipt of written notice of the acceptance of this bid, Bidder will execute the formal contract attached within 10 days ' and deliver a Surety Bond or Bonds as required by Article 7 of the Instructions to Bidders as modified by the Supplementary Instructions to Bidders. ' The bid security attached in the amount of 5°t° of the bid amount is to become the property of the Owner in the event the contract and bond are not executed within the time set forth, as liquidated damages for the delay and additional expense to the Owner caused thereby. ' Failure to name a ro erl licensed contractor in each of the above catea ie w' p p y bor s ill render the bid unresponsive and void. ' Should the listing of subcontractors change due to selection of alternates or other similar circumstances, attach explanation. ' Rexburg, Idaho EISSA Rexburg, Idaho Section BIP Page - 1 The Undersigned notifies that he is of this date duly licensed as an Idaho Public Works Contractor and further that he possesses Idaho Public Works Contractor's License No. ,and is domiciled in the State of Dated this day of , (date) (month) (year) Respectfully submitted by: (Seal - if bid is by a corporation) ' Rexburg, Idaho EISSA Rexburg, Idaho (Company) (Business Address) (Authorized Signature) (Title) (Telephone Number) (FAX Number) Section B/P Page - 2 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION ' AIA Document A201, General Conditions of the Contract for Construction 1997 Edition, is hereby included by reference and shall be a part of the Contract Documents. Copies of AIA Document ' A201 are available for review at the offices of the Owner and Architect. Copies of the document may be purchased from the American Institute of Architects or its local distributor. Rexburg Headstart EISSA ' Rexburg, Idaho Section G/C Page - 1 SUPPLEMENTARY CONDITIONS ' The following supplements modify the "General Conditions of the Contract for Construction", AIA Document A201, 1997. Where a portion of the General Conditions is modified or deleted by these Supplementary Conditions, the unaltered portions of the General Conditions shall remain in effect. ARTICLE 2 OWNER ' 2.1 General In subparagraph 2.1.1, delete the second sentence and substitute the following: ' "EISSA may delegate in writing a representative or representatives who shall have only such express authority as indicated in the written document. An acting administrator duly appointed shall have authority to ' act in behalf of the Administrator and to bind the Owner with respect to all matters requiring the Owner's approval or authorization." Add to 2.1 .1 the following: 2.1.1.1 EISSA shall be designated as the Owner. Wherever in these specifications and contract the term "Owner" shall mean the Community Care Urgent & Injury Center. Delete subparagraph 2.1.2 ' 2.2 Information and Services Required of the Owner Delete subparagraph 2.2.1 ' Delete subparagraph 2.2.3 and substitute the following: ' 2.2.3 The Owner may furnish to the Architect for inclusion with the Contract Documents surveys describing physical characteristics and utility locations for the site of the project. Delete subparagraph 2.2.5 and substitute the following: ' 2.2.5 The Contractor will be furnished free of charge 1~ copies of Drawings and Project Manuals. Additional sets will be furnished at the cost of reproduction, postage and handling. ' 2.4 Owners Right to Carry Out the Work In paragraph 2.4.1 delete the next to last sentence. ' ARTICLE 3 CONTRACTOR ' 3.3 Supervision and Construction Procedures In subparagraph 3.3.1, in the last sentence, change Owner to Architect. ' 3.6 Taxes ' Add to 3.6 the following: Rexburg Headstart EISSA ' Rexburg, Idaho Section S/C Page - 1 3.6.2 The Contractor, in consideration of securing the business of erecting or constructing public works in ' this State, recognizing that the business in which he is engaged is of a transitory character, and that in the pursuit thereof, his property used therein may be without the state when taxes, excises, or license fees to which he is liable become payable, agrees: ' 1. To pay promptly when due all taxes, (other than on real property), excises and license fees due to the state, its sub-divisions, and municipal and quasi-municipal corporations therein, accrued or accruing during ' the term of this contract, whether or not the same shall be payable at the end of such term; 2. That if the said taxes, excises, and license fees are not payable at the end of said term, but liability for ' the payment thereof exists even though the same constitute liens upon his property, to secure the same to the satisfaction of the respective officers charged with the collection thereof; and 3. That, in the event of his default in the payment or securing of such taxes, excises, and license fees, to consent that the department, officer, board, or taxing unit entering into this contract may withhold from any payment due him hereunder the estimated amount of such accrued and accruing taxes, excises, and license fees for the benefit of all taxing units to which said contractor is liable. 3.6.3 Before entering into a contract, the Contractor shall be authorized to do business in the state and shall submit a properly executed Contractor's Affidavit Concerning Taxes. (Page CA-1) 3.6.4 Within ten days of receipt of forms from Owner, Contractor shall complete and return to Owner fornis as required by tax collector, showing dates, names, addresses, contracting parties, including all ' subcontractors, and all other relevant information which may be required. 3.7 Permits, Fees and Notices ' In subparagraph 3.7.1 delete "the building permit and other" and substitute "all". Refer to Supplementary Condition 2.2.2 for permits and fees provided by the Owner. ' Add to 3.7.1 the following: 3.7.1.1 The Contractor shall pay for plumbing and electrical permits required by the Idaho Division of ' Building Safety. The Contractor shall obtain and pay for all licenses and permits and shall pay all fees and charges for connections to outside services and for the use of municipal or private property for storage of materials, parking, utility services, temporary obstructions, enclosures, opening and patching of streets, etc., ' off of the property of Community Care Urgent & Injury Center arising from the construction and completion of the Work. The Contractor is not responsible for and will not be required to pay impact fees, sewer capacity fees and similar forms of taxes imposed by local taxing bodies. ' 3.9 Superintendent Delete subparagraph 3.9.1 and substitute the following: 3.9.1 The Contractor shall employ a competent superintendent and necessary assistants who shall be in attendance at the Project site during the progress of the Work. The superintendent shall be satisfactory to the Architect, and shall not be changed except with the consent of the Architect, unless the superintendent proves to be unsatisfactory to the Contractor and ceases to be in his employ. Under this circumstance, the new superintendent shall also be satisfactory to the Architect. The superintendent shall represent the Contractor Rexburg Headstart EISSA Rexburg, Idaho Section S/C Page - 2 i and all communications given to the superintendent shall be as binding as if given to the Contractor. Important communications will be confirmed in writing. 3.12 Shop Drawings, Product Data and Samples In paragraph 3.12.10, in the eighth line, delete "the Owner and". In the sixteenth and seventeenth lines change "Owner and Architect have" to "Architect has". Also delete the last two sentences. ARTICLE 4 ADMINISTRATION OF THE CONTRACT 4.2 Architect's Administration of the Contract In subparagraph 4.2.1, delete from the first sentence "and will be the Owner's representative." In subparagraph 4.2.2, delete from the first sentence "as a representative of the Owner". Delete subparagraph 4.2.10 and substitute the following: 4.2.10 The Architect will provide a project representative and indicate the limitations of his authority during the construction of the Work. 4.3 Claims and Disputes Delete subparagraph 4.3.2 and substitute the following: 4.3.2 Time Limits on Claims. A Claim by either party must be made by written notice to the Architect within ten (10) days from the date of the occurrence of the event or discovery of the condition giving rise to the Claim or within ten (10) days from the date that the Claimant knew or should have known of the event or condition. Unless the Claim is made within the aforementioned time requirements, it shall be deemed to be waived. The written notice of Claim shall include a factual statement of the basis for the Claim, pertinent dates, contract provisions offered in support of the Claim, additional materials offered in support of the Claim and the nature of the resolution sought by the Claimant. The Architect will not consider, and the Owner shall not be responsible or liable for, any Claims from subcontractors, suppliers, manufacturers, or other persons or entities not a party to this Contract. Once a Claim is made, the Claimant shall cooperate with the Architect and the party against whom the Claim is made in order to mitigate the alleged or potential damages, delay or other adverse consequences arising out of the condition. Delete subparagraph 4.3.4 and substitute the following: 4.3.4 Concealed or Unknown Conditions. If conditions are encountered at the site which are subsurface or are otherwise concealed or unknown physical conditions which differ materially from those indicated in the Contract Documents or which were not reasonably susceptible of being disclosed by the Contractor's examination of the site in accordance with Subparagraph 4.3.4.1 of these Supplementary Conditions, then notice by the observing party shall promptly be given to the Architect and the other party before the conditions are disturbed and in no event later than ten (10) days after first observance of the conditions. The Architect will promptly investigate such conditions and, if they differ materially from the Contract Documents or if they were not reasonably susceptible of being disclosed by the Contractor's examination of the site, will recommend an equitable adjustment in the Contract Sum or Contract Time, or both, if the conditions cause an increase or decrease in the Contractor's cost of, or time required for, performance of any part of the Contract. If the Architect determines that the conditions at the site do not Rexburg Headstart EISSA Rexburg, Idaho Section S/C Page - 3 warrant an adjustment in the Contract terms, the Architect shall so notify the Owner and Contractor in writing, stating the reasons. If the Owner and the Contractor cannot agree on an equitable adjustment to the ' Contract terms or otherwise disagree with Paragraph 4.4. Add to 4.3.4 the following: ' 4.3.4.1 The Contractor agrees and acknowledges that he has had sufficient time and opportunity to examine the Contract Documents and the site of the work in order to undertake any necessary actions to determine the ' character of the subsurface materials and site conditions to be encotmtered. No adjustment in the Contract Time or Contract Sum shall be permitted in connection with a subsurface, concealed or unknown site condition which does not differ in any material respect from those conditions disclosed or which reasonably should have been disclosed or identified by the Contractor's examination of the Contract Documents and the site of the work. Add to 4.3.5 the following: 4.3.5.1 The Contractor shall not be entitled to an adjustment in Contract Time or in Contract Sum for any delay or failure of performance to the extent such delay or failure was caused by the Contractor or anyone for ' whose acts the Contractor is responsible. The Contractor shall be entitled to an equitable adjustment in Contract Time, and may be entitled to an equitable adjustment in Contract Sum, if the cost or time of Contractor's performance is delayed or changed due to the fault of the Owner. To the extent any delay or ' failure of performance was concurrently caused by the Owner and Contractor, the Contractor shall be entitled to an adjustment in the Contract Time far that portion of the delay or failure of performance that was concurrently caused, but shall not be entitled to an adjustment in Contract Sum. In the event that the Contractor is entitled to an adjustment in Contract Sum, the Owner will pay only for the following verifiable costs directly associated with the time extension or delay: 1) the actual labor costs, fringe benefits, employment taxes and insurance related to the Project Superintendent; 2) the cost associated with the fair ' rental value of the Project Superintendent's vehicle directly related to the time extension; 3) the direct costs attributable to the extension for the field office facility, including telephone lines, utilities, power, lights, water, and sewer (toilets). Mark-up on these costs will not be allowed. The Contractor shall make all reasonable efforts to prevent and mitigate the effects of any delay regardless of cause. ' Add to 4.3.7 the following: 4.3.7.3 All Claims for costs related to Claims for additional time shall be pursuant to Paragraph 4.3. The Contractor shall not be entitled to make a Claim for adjustment in the Contract Sum based upon the matter of adverse weather conditions or force majeure. ' 4.4 Resolution of Claims and Disputes ' In subparagraph 4.4.1, in the first sentence, delete "but excluding those arising under paragraphs 10.3 through 10.5". In the second sentence after ... Contractor and Owner, delete the rest of the sentence. In subparagraph 4.4.2 delete actions (3), (4} and (5) and substitute the following: (3) recommend approval of al! or part of the Claim, or (4) attempt to facilitate the resolution of the Claim through informal negotiations. In subparagraph 4.4.3, delete the last sentence. Rexburg Headstart EISSA Rexburg, Idaho Section SIC Page - 4 1 In subparagraph 4.4.5, delete "and arbitration" Delete subparagraph 4.4.6. Delete subparagraph 4.4.8. 4.5 Mediation In subparagraph 4.5.1 change "initial" to "final" and delete "or 30 days after submission of the Claim to the Architect". In subparagraph 4.5.2 delete the last sentence. 4.6 Arbitration Delete entirely all subparagraphs in 4.6 and substitute the following: 4.6.1 The Contractor and the Owner shall not be obligated to resolve any Claim or dispute related to this Contract by arbitration. Upon agreement of the parties and following the exhaustion of mediation, any Claim related to this Contract may be submitted to arbitration, either binding or non-binding, upon mutually agreeable terms and conditions. In the absence of such agreement, any reference in this Contract to arbitration is deemed void and has no force or effect. ARTICLE 7 CHANGES IN THE WORK 7.2 Change Orders Add to 7.2 the following: 7.2.3 Any Change Order prepared, including but not limited to those arising by reason of the parties' mutual agreement or by mediation, shall constitute a final and full settlement of all matters relating to or affected by the change in the work, including, but not limited to, all direct, indirect and consequential costs associated with such change and any and all adjustments to the Contract Sum and Contract Time. In the event a Change Order increases the Contract Sum, the Contractor shall include the work covered by such Change Order in the Application for Payment as if such work were originally part of the Project and Contract Documents. ,__ 7.2.4 By the execution of a Change Order, the Contractor agrees and acknowledges that he has had sufficient time and opportunity to examine the change in work which is the subject of the Change Order and that he has undertaken all reasonable efforts to discover and disclose any concealed or unknown conditions which may to any extent affect the Contractor's ability to perform in accordance with the Change Order. Aside from those matters specifically set forth in the Change Order, the Owner shall not be obligated to make any adjustments to either the Contract Sum or Contract Time by reason of any conditions affecting the change in work addressed by the Change Order which could have reasonably been discovered or disclosed by the Contractor's examination. ARTICLE 8 TIME ' 8.1 Definitions Add to subparagraph 8.1.1 the following: Rexburg Headstart EISSA Section S/C ' Rexburg, Idaho Page - 5 1 8.1.1.1 The Contractor shall substantially complete the work as defined by paragraph 9.8.1 within 180 consecutive calendar days after the date indicated to proceed in the Notice to Proceed as defined by Paragraph 8.1.2. ' In subparagraph 8.1.2, delete the word "Agreement" and substitute the words "Notice to Proceed". 8.3 Delays and Extensions of Time In subparagraph 8.3.1 delete the word "and arbitration". Delete subparagraph 8.3.3 and substitute the following: ' 8.3.3 Notwithstanding any term, condition or provision to the contrary in this Contract, the remedies available to the Contractor for adjustments of Contract Time and Contract Sum by reason of delay shall be those set ' ~ forth in subparagraph 4.3.5.1 of these Supplementary Conditions. 8.3.4 If the Contractor submits a progress report or schedule indicating, or otherwise expressing an intention ' to achieve completion of the Work prior to any completion date required by the Contract Documents or expiration of the Contract Time, no liability of the Owner to the Contractor for any failure of the Contractor to so complete the Work shall be created or implied. ARTICLE 9 PAYMENTS AND COMPLETION 9.3 Applications for Payment ' In subparagraph 9.3.1, in the first sentence, delete the words "At least ten days" and substitute the following: 1 "On or before the date of the monthly progress meeting, but not less than thirty days" Add to 9.3.2 the following: Off site storage will not be approved at locations more than 10 miles from the project site or outside the State. Any materials stored off site and paid for by the Owner shall be physically marked as being the property of the City of Idaho Falls. 9.6 Progress Payments Add to 9.6.1 the following: 9.6.1.1 Until conditions set forth in paragraph 9.10 are met, the Owner shall pay ninety-five percent (95%) of the amount due the Contractor on account of progress payments. If the Architect determines that the Contractor has made or is making satisfactory progress on any uncompleted portions of the work, the Owner may, at its discretion, release a portion of the retainage to the Contractor prior to the actual final completion of the conditions set forth in Paragraph 9. ] 0. 9.6.1.2 Progress Payments shall fall due twenty-one (21) days after the Architects Certificate for Payment is received by the Owner. Add to 9.6.2 the following: Rexburg Headstart EISSA Rexburg, Idaho Section S/C Page - 6 9.6.2.1 The Contractor shall not withhold from a subcontractor or supplier more than the percentage withheld ' from a payment certificate for the subcontractor or suppliers portion of the work. Delete subparagraph 9.6.7 9.7 Failure of Payment ' Delete paragraph 9.7 and subparagraph 9.7.1 9.8 Substantial Completion ' In subparagraph 9.8.5 delete the last two sentences. ' 9.10 Final Completion and Final Payment In subparagraph 9.10.1, in the seventh line and after the words Contract Documents, delete the balance of the sentence. ' Add to 9.10.1 the following: ' 9.10.1 .1 The final retainage shall become due and payable to the Contractor in not more than thirty (30) days after issuance of the final Certificate for Payment by the Architect, provided that the conditions of subparagraph 9.10.2 are fully satisfied. ' ARTICLE 10 PROTECTION OF PERSONS AND PROPERTY 1 10.2 Safety of Persons and Property Add to 10.2.4 the following: 10.2.4.1 When use or storage of explosives or other hazardous materials or equipment or unusual methods are necessary, the Contractor shall give the Owner reasonable advance written notice. 10.3 Hazardous Materials Add to 10.3.1 the following: 10.3.1.1 Reference to asbestos or polychlorinated biphenyl (PCB) in this Article does not negate the appropriate abatement of asbestos and PCB containing materials as specifically required by the Contract Documents. In subparagraph 10.3.2 delete the first word "The" and substitute the following: "If the hazardous materials or substances were not reasonably susceptible of being disclosed as indicated in Supplementary Condition subparagraph 4.3.4 or required to be abated by the Contract Documents, the" In subparagraph 10.3.2 after the first sentence, delete the rest of the subparagraph. Delete subparagraph 10.3.3. Rexburg Headstart EISSA Rexburg, Idaho Section S/C Page - 7 1 In paragraph 10.4 after the word "Contractor", delete the rest of the sentence. ' Delete paragraph 10.5 ' 10.6 Emergencies In subparagraph 10.6.1 delete the last sentence. ' ARTICLE 11 INSURANCE AND BONDS ' 11.1 Contractor's Liability Insurance In subparagraph 11.1.1.1 substitute a comma for the semicolon at the end, and add the following: including private entities performing Work at the site and exempt from the coverage on account of number of ' employees or occupation, which entities shall maintain voluntary compensation coverage at the same limits specified for mandatory coverage for the duration of the Project. ' In subparagraph 11.1.1.2 delete the semicolon at the end, and add the following: or persons or entities excluded by statute from the requirements of Clause 11.1.1.1 but required by the Contract Documents to provide the insurance required by that Clause. ' Add to 11.1.2 the following: t 11.1.2.1 The insurance required by Subparagraph l 1.1 .l shall be written for not less than the following limits: 1. Workers' Compensation: ' (a) State: (b) Employer's Liability: Statutory $100,000 per Accident $500,000 Disease, Policy Limit $100,000 Disease, Each Employee 2. Comprehensive or commercial general liability including premises operation; owners and contractors protective liability, products and completed operations liability, personal injury liability (including employee acts), broad form property damage liability and blanket contractual liability: (a) For any claim for bodily injury, property damage or due to a contractual liability, limits of not ' less than $1 million per occurrence. (b) For products and completed operations coverage, coverage is to be maintained for a period of ' two (2) years following final payment. (c) For the hazards of explosion, collapse, and underground, commonly referred to as XCU, ' coverage shall be required if the exposures exist. This coverage may be provided by the subcontractor if Community Care Urgent & Injury Center and prime contractor are named as additional insureds. ' (d) For personal injury liability, limits of not less than $100,000 per occurrence. Rexburg Headstart EISSA Section S/C ' Rexburg, Idaho Page - 8 ' 3. Business auto liability (including owned, non-owned and hired vehicles) in an amount of not less than $1 million combined single limit. 4. If the General Liability coverages are provided by a Commercial Liability policy, the: (a) General Aggregate shall be not less than $2,000,000. (b) Fire legal liability shall be provided in an amount not less than $50,000 per occurrence. ' S. Umbrella Excess Liability: An umbrella policy may be used in combination with other policies to provide a minimum coverage of $1,000,000. 11.1.2.2 The Owner shall be named as an additional insured on the insurance required in 11.1.2.1 items 2, 3 ' and 5 above and the insurance shall contain the severability of interest clause as follows: "The insurance afforded herein applies separately to each insured against whom claim is made or suit ' is brought, except with respect to the limits of the company's `liability'." 11.1.2.3 The Contractor shall require all subcontractors of any tier to provide Commercial General Liability ' Insurance with liability limits of not less than $1,000,000 for bodily injury and property damage, and Business Automobile Liability Insurance for all owned, non-owned and hired vehicles with liability limits of not less than $1,000,000. Add to 11.1.3 the following: 11.1.3.1 If this insurance is written on the Comprehensive General Liability policy form, the Certificates shall i be AIA Document G705, Certificate of Insurance or ACORD form 25. If this insurance is written on a Commercial General Liability policy form, ACORD form 25S will be acceptable. Delete paragraph 11.3 and all subparagraphs. 11.4 Property Insurance ' Delete subparagraphs 11.4.1.1, 11.4.1.2, 11.4.1.3, 11.4.1.4 and 11.4.1.5 and substitute the following: ' 11.4.1.2 The Contractor shall maintain insurance as deemed necessary by the Contractor to protect the interests of himself, his subcontractors and the sub-subcontractors in the work, including property, materials, equipment, and tools. In subparagraph 11.4.2 in the first line delete the word "Owner" and substitute the word "Contractor". ' In subparagraph 11.4.3 delete the last sentence. Delete subparagraphs 11.4.4, 11.4.5 and 11.4.6. ' In subparagraph 11.4.7 in the fourth line, after the word "damages", add the words "to the work". Delete subparagraphs 11.4.8, 11.4.9 and 1 1.4.10. ' Rexburg Headstart EISSA Section S/C ' Rexburg, Idaho Page - 9 Add to Article 11 the following: 11.6 Indemnity ' 11.6.1 The Contractor shall indemnify, defend and save harmless the Owner, the Architect, and the Architect's Consultants from and against all claims, damages, costs, legal fees, expenses, actions and suits whatsoever including injury or death of others or any employee of the Contractor, subcontractors, or the sub- ' subcontractors, agents or employees, caused by failure to comply fully with any term or condition of the Contract, or caused by damage to or loss of use of property, directly or indirectly, by the carrying out of the work, or caused by any matter or thing done, permitted or omitted to be done by the Contractor, his agents, ' subcontractors or employees and occasioned by the negligence of the Contractor, his agents, subcontractors or employees. ' ARTICLE 12 UNCOVERING AND CORRECTION OF WORK 12.2 Correction of Work ' In subparagraph 12.2.2.1 delete the second sentence. ' ARTICLE 13 MISCELLANEOUS PROVISIONS 13.2 Successors and Assigns ' In subparagraph 13.2.1, in the second sentence, delete ``Except as provided in Subparagraph 13.2.2,". Delete subparagraph 13.2.2. 13.6 Interest. ' Delete subparagraph 13.6.1 and substitute the following: 13.6.1 Payments due and unpaid under the Contract Docu ' shall bear no interest until 30 days past due, thereafter th until the date of the check as posted by the City Controller 13.7 Commencement of Statutory Limitation Period ments (21 days from date received by the Owner) ey shall bear interest at the rate of 8% per annum Delete subparagraphs 13.7.1, 13.7.1.1, 13.7.1.2, and 13.7.1.3 and substitute the following: ' 13.7.1 As between the Owner and Contractor as to acts or failures to act, any applicable statute of limitations shall commence to run and any legal cause of action shall be deemed to have accrued in any and all events in ' accordance with Idaho law. Add to Article 13 the following: ' 13.8 Equal Opportunity 13.8.1 The Contractor shall maintain policies of employment as follows: Rexburg Headstart EISSA Section S/C Rexburg, Idaho Page - 10 13.8.1.1 The Contractor and the Contractor's Subcontractors shall not discriminate against any employee or applicant for employment because of race, religion, color, sex, age or national origin. The Contractor shall take affirmative action to insure that applicants are employed, and that employees are treated during employment without regard to their race, religion, color, sex, age or national origin. Such action shall include, but not be limited to, the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices setting forth the policies of nondiscrimination. 13.8,1.2 The Contractor and the Contractor's Subcontractors shall, in all solicitation or advertisements for employees placed by them or on their behalf, state that all qualified applicants will receive consideration for employment without regard to race, religion, color, sex, age or national origin. ARTICLE 14 TERMINATION OR SUSPENSION OF THE CONTRACT 14.1 Termination by the Contractor In subparagraph 14.1.1, in the first sentence, delete the number " 30" and substitute the number "60". Delete subparagraphs 14.1.1.3 and 14.1.1.4. Delete subparagraph 14.1.2. In subparagraph 14.1.3 delete "or 14.1.2". In subparagraph 14.1.3 delete the words "profit and damages" and substitute the words "and profit". Delete subparagraph 14.1.4. 14.2 Termination by the Owner for Cause ' In subparagraph 14.2.2.3 delete the last sentence. 14.4 Termination by the Owner for Convenience Delete subparagraph 14.4.3 and substitute the following: 14.4.3 In the case of such termination for the Owner's convenience, the Contractor shall be entitled to receive payment from the Owner on the same basis provided in Subparagraph 14.1.3, as modified. ' END OF SUPPLEMENTARY CONDITIONS ' Rexburg Headstart EISSA ' Rexburg, Idaho Section S/C Page - 11 ' AGREEMENT BETWEEN OWNER AND CONTRACTOR ' AIA Document A101, 1997 Edition, Standard Form of Agreement Between Owner and Contractor will be used as the agreement for this project. Copies of AIA Document A101 are available for review at the offices of the Owner and Architect. Copies of the document may be purchased from ' the American Institute of Architects or its local distributors. ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION t 3.1 and 3.3 These dates will be fixed by issuance of a "Notice of Intent to Award" and a "Notice to Proceed". Delete the last sentence of paragraph 3.1. 3.3 Liquidated damages will be included as provided in the Supplementary Conditions. ARTICLE 5 PAYMENTS In subparagraph 5.1.2, delete "as follows:" and replace with "a day agreed upon by the Owner and Contractor." 1 Delete subparagraph 5.1.3 and substitute the following: ' 5.1.3 Provided that an application for payment is received by the Architect on the established date, the Owner shall make payment to the Contractor not later than 21 days from receipt by the Owner of the certification by the Architect. ' 5.1.6 Retainage will be 5% for work completed and material suitably stored. In subparagraph 5.1.6.1, delete the last sentence. Delete subparagraphs 5.1.7, 5.1.7.1, 5.1.7.2 and ' 5.1.8. No reduction in retainage will be allowed prior to final completion without written approval of the Owner. Refer to Supplementary Condition 9.6.1.1. 5.1.10 A condition will be included forbidding more retainage from a subcontractor or supplier ' than retained from their portion of the work. ARTICLE 6 TERMINATION OR SUSPENSION ' Add to both paragraphs 6.1 and 6.2 "as modified by the Supplementary Conditions." ' ARTICLE 7 MISCELLANEOUS PROVISIONS 7.2 Will be modified to agree with subparagraph 13.6.1 of the Supplementary Conditions. ' END OF AGREEMENT BETWEEN OWNER AND CONTRACTOR ' Rexburg Headstart EISSA ' Rexburg, Idaho Section ABOC Page - 1 CONTRACTOR'S AFFIDAVIT CONCERNING ALCOHOL AND DRUG-FREE WORKPLACE STATE OF COUNTY OF Pursuant to the Idaho Code, Section 72-1717, I, the undersigned, being duly sworn, depose and certify that is in compliance with the provisions of Idaho Code section 72-1717; that provides adrug- free workplace program that complies with the provisions of Idaho Code, title 72, chapter 17 and will maintain such program throughout the life of a state construction contract and that shall subcontract work only to subcontractors meeting the requirements of Idaho Code, section 72-1717(1)(a). Name of Contractor Address City and State By: (Signature) Subscribed and sworn to before me this Commission expires: day of NOTARY PUBLIC, residing at Rexburg Headstart EISSA Rexburg, Idaho Section CACA Page - 1 EISSA 357 Constitution Way Idaho Falls, Idaho 83402 CONTRACTOR'S AFFIDAVIT CONCERNING TAXES STATE OF COUNTY OF Pursuant to the Idaho Code, Title 63, Chapter I5, I, the undersigned, being duly sworn, depose and certify that all taxes, excises and license fees due to the State or its taxing units, for which I or my property is liable then due or delinquent, has been paid, or arrangements have been made, before entering into a contract for construction of any public works in the State of Idaho. Name of Contractor Address Subscribed and sworn to before me this Commission expires: City and State By: (Signature) day of _ NOTARY PUBLIC, residing at Rexburg Headstart EISSA Section CACT Rexburg, Idaho Page - 1 SECTION 01001 BASIC REQUIREMENTS PART 1 GENERAL 1.1 SECTION INCLUDES A. Summary of Work: 1. Contract. 2. Contractor use of premises. B. Coordination and Meetings: 1. Coordination. 2. Cutting and patching. 3. Progress meetings. C. Sub mittals: 1. Submittal procedures. 2. Construction progress schedules. 3. Shop drawings. 4. Product data. 5. Samples. 6. Manufacturers' installation instructions. 7. Manufacturers' certificates. D. Quality Control: 1. Quality assurance -control of installation. 2. References. 3. Mock-ups. 4. Inspection and testing laboratory services. 5. Manufacturers' field services and reports. E. Construction Facilities and Temporary Controls: 1. Temporary electricity. 2. Temporary lighting for construction purposes. 3. Temporary heat. 4. Temporary ventilation. 5. Telephone service. 6. Temporary water service. 7. Temporary sanitary facilities. 8. Barriers and fencing. Rexburg Headstart EISSA Section 01001 Rexburg, Idaho Page - 1 9. Water control. 10. Interior enclosures. 11. Protection of installed work. 12. Security. 13. Parking. 14. Progress cleaning and waste removal. 15. Field offices and sheds. 16. Removal of utilities, facilities and controls. F. Starting of Systems: 1. Starting systems. 2. Demonstration and instructions. G. Contract Closeout: 1. Contract closeout procedures. 2. Final cleaning. 3. Adjusting. 4. Project record documents. 5. Spare parts and maintenance materials. 6. Warranties. 1.2 CONTRACTOR USE OF PREMISES A. Limit use of premises to allow: 1. Owner occupancy. 2. Use of premises by public. 1.3 COORDINATION A. Coordinate scheduling, submittals, and Work of the various sections of specifications to ensure efficient and orderly sequence of installation of interdependent construction elements. B. Verify utility requirement characteristics of operating equipment are compatible with building utilities. C. Coordinate space requirements and installation of mechanical and electrical work which are indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit, as closely as practicable. D. In finished areas, conceal pipes, ducts, and wiring within the construction. Rexburg Headstart EISSA Section 01001 Rexburg, Idaho Page - 2 1.4 FIELD ENGINEERING A. Establish elevations, lines, and levels and certify that elevations and locations of the Work conform with the Contract Documents. 1.5 PRECONSTRUCTION A. Owner will schedule a preconstruction meeting after Notice of Award for all affected parties. B. When required in individual specification section, convene a preinstallation rr~eeling at Project site prior to commencing work of the section. 1.6 PROGRESS MEETINGS A. Schedule and administer meetings throughout progress of the Work at maximum monthly intervals. B. Preside at meetings, record minutes, and distribute copies within two days to those affected by decisions made. 1.7 EXAMINATION A. Verify that existing site conditions and substrate surfaces are acceptable for subsequent Work. Beginning new Work means acceptance of existing conditions. B. Verify that utility services are available, of the correct characteristics, and in the correct location. 1.8 PREPARATION A. Clean substrate surfaces prior to applying next material or substance. B. Apply manufacturer required or recommended substrate primer, sealer, or conditioner prior to applying new material or substance in contact or bond. 1.9 CUTTING AND PATCHING A. Employ a skilled and experienced installer to perform cutting and patching new Work; restore Work with nevi Products. B. Execute cutting, fitting, and patching including excavation and fill, to complete Work, and Rexburg Headstart EISSA Section 01001 Rexburg, Idaho Page - 3 ' to: 1. Fit the several parts together, to integrate with other Work. ' 2. Uncover Work to install or correct ill-timed Work. 3. Remove and replace defective and non-conforming Work. 4. Remove samples of installed Work for testing. ' S. Provide openings in elements of Work for penetrations of mechanical and electrical Work. ' C. Cut masonry and concrete materials using masonry saw or core drill. Restore Work with new Products in accordance with requirements of Contract Documents. D. Fit Work tight to adjacent elements. Maintain integrity of wall, ceiling, or floor construction; completely seal voids. t E. Fit Work tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces. ' F. Refinish surfaces to match adjacent finishes. 1.10 SUBMITTAL PROCEDURES ' A. Apply Contractor's stamp, signed or initialled, certifying that review, verification of Products required, field dimensions, adjacent construction Work, and coordination of ' information is in accordance with the requirements of the Work and Contract Documents. ' B. Identify variations from Contract Documents and Product or system limitations which may be detrimental to successful performance of the completed Work. C. Revise and resubmit submittals as required; identify all changes made since previous submittal. ' 1.11 CONSTRUCTION PROGRESS SCHEDULES A. Submit initial progress schedule in duplicate within 10 days after date established in ' Owner-Contract Agreement for Architect/Engineer review. B. Submit revised schedules with each Application for Payment, identifying changes since ' previous version. Indicate estimated percentage of completion for each item of Work at each submission. 1.12 PROPOSED PRODUCTS LIST A. Within 10 days after date of Owner-Contractor Agreement, submit list of major Products Rexburg Headstart EISSA Rexburg, Idaho Section 01001 Page - 4 proposed for use, with name of manufacturer, trade name, and model number of each product. 1.13 SHOP DRAWINGS A. Shop Drawings For Review: 1. Submitted to Architect/Engineer for review for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract Documents. 2. After review, produce copies and distribute in accordance with the SUBMITTAL PROCEDURES article above and for record documents purposes described in Section 01700 -CONTRACT CLOSEOUT. B. Shop Drawings For Information: 1. Submitted for the Architect/Engineer's benefit as contract administrator or for the Owner. 2. Reports of inappropriate or unacceptable work may be subject to action by the Architect. C. Shop Drawings For Project Close-out: 1. Submitted for the Owner's benefit during and after project completion. D. Submit the number of opaque reproductions which Contractor requires, plus three copies which will be retained by Architect/Engineer. 1.25 PRODUCT DATA A. Submit the number of copies which the Contractor requires, plus three copies which will be retained by the Architect/Engineer. B. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information unique to this project. 1.26 SAMPLES A. Submit samples to illustrate functional and aesthetic characteristics of the Product. B. Submit samples of finishes from the full range of manufacturers' standard colors textures, and patterns for Architect's selection. 1.27 MANUFACTURER INSTALLATION INSTRUCTIONS Rexburg Headstart EISSA Section 01001 Rexburg, Idaho Page - 5 A. When specified in individual specification sections, submit manufacturer printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, in quantities specified for Product Data. 1.28 MANUFACTURER CERTIFICATES A. When specified in individual specification sections, submit certifications by manufacturer to Architect/Engineer, in quantities specified for Product Data. B. Indicate material or Product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate. 1.29 QUALITY ASSURANCE -CONTROL OF INSTALLATION A. Monitor quality control over suppliers, manufacturers, Products, services, site conditions, and workmanship, to produce Work of specified quality. B. Comply with manufacturers' instructions. C. Comply with specified standards as minimum quality for the Work except when more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. 1.30 TOLERANCES A. Monitor tolerance control of installed Products over suppliers, manufacturers, Products, site conditions, and workmanship, to produce acceptable Work. Do not permit tolerances to accumulate. B. Comply fully with manufacturers' tolerances. 1.31 REFERENCES A. Conform to reference standard by date of issue current as of date for receiving bids. B. Should specified reference standard conflict with Contract Documents, request clarification from Architect before proceeding. 1.32 MOCK-UPS A. Tests will be performed under provisions identified in this section and identified in the respective product specification sections. Rexburg Headstart EISSA Section 01001 Rexburg, Idaho Page - 6 B. Accepted mock-ups are representative of the quality required for the Work. C. Where mock-up has been accepted by Architect and is specified in product specification sections to be removed; remove mock-up and clear area when directed to do so. 1.33 INSPECTION AND TESTING LABORATORY SERVICES A. Owner will appoint, employ, and pay for specified services of an independent firm to perform inspection and testing. B The independent firm will perform inspections, tests, and other services as required. C Cooperate with independent firm; furnish samples as requested. D. Re-testing required because ofnon-conformance to specified requirements will be charged to the Contractor. 1.34 MANUFACTURERS' FIELD SERVICES AND REPORTS A. When specified in individual specification sections, require material or Product suppliers or manufacturers to provide qualified staff personnel to observe site conditions and to initiate instructions when necessary. B. Report observations and site decisions or instructions that are supplemental or contrary to manufacturers' written instructions. 1.35 TEMPORARY ELECTRICITY A. Cost: Contractor provide and pay for power service required from source. B. Provide power outlets for construction operations, branch wiring, distribution boxes, and flexible power cords as required. 1.36 TEMPORARY LIGHTING FOR CONSTRUCTION PURPOSES A. Provide and maintain temporary lighting for construction operations. B. Provide branch wiring from power source to distribution boxes with lighting conductors, pigtails, and lamps as required. C. Permanent building lighting may be utilized during construction. Repair, clean, and replace lamps at end of construction. Rexburg Headstart EISSA Section 01001 Rexburg, Idaho Page - ~ 1.37 TEMPORARY HEAT A. Provide heating devices and heat as needed to maintain specified conditions for construction operations. B. Provide separate metering and reimburse Owner for cost of energy used. C. Provide and pay for operation, maintenance, and regular replacement of filters and worn or consumed parts. D. Maintain minimum ambient temperature of 50 degrees F in areas where construction is in progress, unless indicated otherwise in specifications. 1.38 TEMPORARY VENTILATION A. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent accumulation of dust, fumes, vapors, or gases. B. Provide temporary fan units as required to maintain clean air for construction operations. Prevent occupied areas from dust, fumes, vapors of construction activities. 1.39 TELEPHONE SERVICE A. Provide, maintain and pay for telephone service to field office at time of project mobilization. Allow Architect/Engineer incidental use. 1.40 TEMPORARY WATER SERVICE A. Connect to existing water source for construction operations. I.41 TEMPORARY SANITARY FACILITIES A. Provide and maintain required facilities and enclosures. Existing facilities may not be used. B. Maintain in clean and sanitary condition. I.42 BARRIERS AND FENCING A. Provide barriers and fencing to prevent unauthorized entry to construction areas and to protect existing facilities and adjacent properties from damage. Rexburg Headstart EISSA Section 01001 Rexburg, Idaho Page - 8 1.43 INTERIOR ENCLOSURES A. Provide temporary partitions and ceilings to separate work areas from occupied areas, to prevent penetration of dust and moisture into occupied areas, and to prevent damage to existing materials and equipment. 1.44 PROTECTION OF INSTALLED WORK A. Protect installed Work and provide special protection where specified in individual specification sections. 1.45 SECURITY A. Provide security and facilities to protect Work and existing facilities, and Owner's operations from unauthorized entry, vandalism, or theft. 1.46 ACCESS ROADS/PARKING A. Construct and maintain temporary roads accessing thoroughfares to serve construction area. B. Construct temporary parking areas to accommodate construction personnel will be designated by the Owner. 1.47 PROGRESS CLEANING AND WASTE REMOVAL A. Collect and maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition. 1.48 FIELD OFFICES AND SHEDS A. Office: Weather tight, with lighting, electrical outlets, heating, ventilating equt,~~~e*it, and equipped with sturdy drawing display table. 1.49 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS A. Remove temporary utilities, equipment, facilities, materials, prior to Substantial Completion. B. Clean and repair damage caused by installation or use of temporary work. C. Restore existing facilities used during construction to original condition. Restore Rexburg Headstart EISSA Section 01001 Rexburg, Idaho Page - 9 permanent facilities used during construction to specified condition. 1.50 PRODUCTS A. Products: Means new material, machinery, components, equipment, fixtures, and systems forming the Work, but does not include machinery and equipment used for ?-cp~r~tian, fabrication, conveying and erection of the Work. Products may also include existing materials or components specifically identified for reuse. B. Do not use materials and equipment removed from existing premises, except as specifically identified or allowed by the Contract Documents. C. Provide interchangeable components of the same manufacture for components being replaced. 1.51 TRANSPORTATION, HANDLING, STORAGE AND PROTECTION A. Transport, handle, store, and protect Products in accordance with manufacturer's instructions. 1.52 PRODUCT OPTIONS A. Products Specified by Reference Standards or by Description Only: Any Product meeting those standards or description. B. Products Specified by Naming One or More Manufacturers: Products of manufacturers named and meeting specifications, no options or substitutions allowed. C. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions: Submit a request for substitution for any manufacturer not named. 1.58 STARTING SYSTEMS A. Provide seven days notification prior to start-up of each item. B. Ensure that each piece of equipment or system is ready for operation. C. Execute start-up under supervision of responsible persons in accordance with manufacturers' instructions. D. Execute "Project Finalization and Start-Up" form for equipment and systems installation and connections. The form is located at the end of this section. Rexburg Headstart EISSA Sei;tion 01001 Rexburg, Idaho Page - 10 1.59 DEMONSTRATION AND INSTRUCTIONS L A. Demonstrate operation and maintenance of Products to Owner's personnel prior to date of Substantial Completion. B. For equipment or systems requiring seasonal operation, perform demonstration for other season within six months. 1.60 CONTRACT CLOSEOUT PROCEDURES A. Submit written certification that Contract Documents have been reviewed, Work has been inspected, and that Work is complete in accordance with Contract Documents and ready for Architect. B. Submit final Application for Payment identifying total adjusted Contract Sum/Price, previous payments, and amount remaining due. 1.61 FINAL CLEANING A. Execute final cleaning prior to final inspection. B. Clean interior and exterior surfaces exposed to view. Vacuum carpeted and soft surfaces. C. Remove waste and surplus materials, rubbish, and construction facilities from the site. 1.62 ADJUSTING A. Adjust operating Products and equipment to ensure smooth and unhindered operation. 1.63 PROJECT RECORD DOCUMENTS A. Maintain on site one set of Contract Documents to be utilized for record documents B. Record actual revisions to the Work. Record information concurrent with construction progress. C. Specifications: Legibly mark and record at each Product section a description of actual Products installed. D. Record Documents and Shop Drawings: Legibly mark each item to record actual construction. Rexburg Headstart EISSA Section 01001 Rexburg, Idaho Page - 11 ' E. Submit documents to Architect/Engineer with claim for final Application for Payment. 1.64 SPARE PARTS AND MAINTENANCE MATERIALS A. Provide Products, spare parts, maintenance and extra materials in quantities specified in individual specification sections. B. Deliver to Project site and place in location as directed; obtain receipt prior to final ' payment. 1.65 WARRANTIES ' A. Provide duplicate notarized copies. ' B. Execute and assemble transferable warranty documents from Subcontractors, suppliers, and manufacturers. C. Submit prior to final Application for Payment. ' PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION 1 ' Rexburg Headstart EISSA Section 01001 ' Rexburg, Idaho Page - 12 SECTION 02050 DEMOLITION PARTI GENERAL 1.1 SECTION INCLUDES A. Demolition of designated building components. PART 2 PRODUCTS Not Used PART 3 EXECUTION 3.1 PREPARATION A. Provide, erect, and maintain temporary barriers and security devices. B. Erect and maintain weatherproof insulated closures for exterior openings. C. Erect and maintain temporary partitions to prevent spread of dust, odors and noise to permit continued Owner occupancy. D. Protect existing items which are not indicated to be removed. 3.2 DEMOLITION REQUIREMENTS A. Conduct demolition to minimize interference with adjacent building areas. B. Maintain protected required egress and access to the facility at all times. Do not close or obstruct sidewalks without permits of the agency. 3.3 SELECTIVE DEMOLITION A. Demolish and remove components in an orderly and careful manner, Rexburg Headstart EISSA Section 02050 Rexburg, Idaho Page - I B. Protect existing supporting structural members and building components. 3.4 CLEAN UP A. Remove demolished materials from site as work progresses. B. Leave areas of work in clean condition. END OF SECTION Rexburg Headstart EISSA Section 02050 Rexburg, Idaho Page - 2 SECTION 02110 SITE CLEARING PART1 GENERAL 1.1 DESCRIPTION OF WORK A. Extent of site clearing is shown on drawings. B. Site clearing includes, but is not limited to: 1. Topsoil stripping. 2. Clearing and grubbing. 1.2 JOB CONDITIONS A. Protection of Existing Improvements: Provide protections necessary to prevent damage to existing improvements indicated to remain in place. B. Protect improvements on adjoining properties and on Owner's property. C. Restore damaged improvements to their original condition, as acceptable to parties having jurisdiction. PART 3 EXECUTION 3.1 SITE CLEARING A. General: Remove vegetation, improvements, or obstructions interfering with installation of new construction. Remove such items elsewhere on site or premises as specifically indicated. Removal includes digging out stumps and roots. B. Topsoil: Topsoil is defined as friable clay loam surface soil found in a depth of not less than 4". Satisfactory topsoil is reasonably free of subsoil, clay lumps, stones, and other objects over 2" in diameter, and without weeds, roots, and other objectionable material. C. Strip topsoil to whatever depths encountered in a manner to prevent intermingling with underlying subsoil or other objectionable material. Rexburg Headstart EISSA Section 02110 Rexburg, Idaho Page - 1 D. Stockpile topsoil in storage piles in areas shown, or where directed. Construct storage piles to freely drain surface water. Cover storage piles if required to prevent wind-blown dust. Store excess topsoil where directed by the Owner. E. Completely remove stumps, roots, and other debris protruding through ground surface. F. Fill depressions caused by clearing and grubbing operations with satisfactory soil material, unless further excavation or earthwork is indicated. G. Place fill material in horizontal layers not exceeding 6" loose depth and thoroughly compact to a density equal to adjacent original ground. H. Removal of Improvements: Remove above-grade and below-grade improvements necessary to permit construction, and other work as indicated. I. Abandonment or removal of certain underground pipe or conduits may be shown on mechanical and electrical drawings, and is included under work of those sections, Removal of abandoned underground piping or conduit int~rfer~~ig ~-pith construction is included under this section. 3.2 DISPOSAL OF WASTE MATERIALS A. Burning is not permitted on Owners property. B. Removal from Owner's Property: 1. Remove waste and unsuitable materials from Owner's property and dispose of off site. END OF SECTION Rexburg Headstart EISSA Section 02110 Rexburg, Idaho Page - 2 ' SECTION 02513 ASPHALT CONCRETE PAVING PART1 GENERAL 1.1 WORK DESCRIPTION: ' A. Provide all work, operations and material required to construct asphalt paving in accordance with the project drawings and these specifications. 1.2 WORK INCLUDED: Work includes, but is not limited to: A. Furnish and apply asphalt tack coat. B. Haul, place and compact asphalt concrete mix. ' 1.3 QUALITY CONTROL: ' A. Codes and Standards: Comply with the following codes, specifications and standards, except where more stringent requirements are shown or Spec,, ~~EU. Standards listed below in full title are referred to later in the text by ' abbreviation given in parentheses. Idaho State Specifications are available for inspection at offices of the Division of Highways, State of Idaho. ' B. State of Idaho, Transportation Department, Division of Highways 1. "Standard Specifications for Highway Construction" (SSHC) 1990 Edition, 2. "Field Test Manual, Part I, Sampling and Test Methods" ' C. American Association of State Highway Transportation Officials (AASHTO) "Standard Specifications for Transportation Materials and Methods of ' Sampling and Testing" PART 2 PRODUCTS 2.1 ASPHALT: A. The asphalt cement shall be Viscosity Grade AC-5. The grade may be ' Rexburg Headstart EISSA Section 02513 Rexburg, Idaho Page - 1 1 1 1 1 1 changed one step by the Contractor at no change in unit price. Asphalt shall meet applicable requirements of Section 702 of the SSHC, AASHTO M226/Table 1, and ASTM D946. B. Crushed Gravel Aggregate: The master gradation for aggregate for the plant mix pavement shall be as follows: Sieve Percent Passin 3/4 100 1 /2 92 - 100 No. 4 51 - 61 No. 8 37 - 47 No. 50 18 - 26 No. 200 5 - 10 C. Tack Coat: The tack coat shall be an emulsified asphalt, SS-1 or SS-lh, diluted with one part water to one part emulsified asphalt, meeting the applicable requirements of Section 702 (SSHC). PART 3 EXECUTION 3.1 QUALITY CONTROL TESTING: A. Contractor Supplied Testing: The following tests may be performed by others at no cost to the Subcontractor. 1. AASHTO T-99 (Standard Proctor) for density of the base course. 2. AASHTO T-238 (ASTM D2922) for moisture-density relationship of base course in place and asphalt concrete in place. 3. Idaho T-87 for surface smoothness of finished pavement. B. Subcontractor Supplied Testing: The Subcontractor shall supply a 200 lb sample of aggregate to an independent test laboratory to determine the gradation and mix design. A sieve report shall be submitted for approval. C. The test methods shall be in accordance with the follo~~ing: Mechanical Analysis AASHTO T27 Rexburg Headstart EISSA Rexburg, Idaho Section 02513 Page - 2 Passing a No. 200 Sieve AASHTO T11 D. A tolerance of 2% in the amount passing the maximum size screen will be permitted to allow for reasonable screen wear, providing all oversize material passes a screen having 1/8 in. larger opening. E. Composition of Mixture: The asphalt concrete shall be composed of a mixture of aggregate, filler if required, and asphalt. The mix design shall be tested by an independent test laboratory based on the aggregate gradation before mentioned, and shall meet the following criteria: F. Marshall Method: Stability: 500 lb minimum Flow: 8 to 20 Air Voids: 3% to 5% G. HVEEM Method: Stability: 37 minimum (See 405.02 of SSHC) Swell: Less than 0.030 in. Air Voids: 3% to 5% H. The mix design test. results shall be submitted for approval, and the approved design mix shall be in effect unless modified in writing by the Contractor. I. After the mix design is established, all mixtures furnished for the proje~: ~ shall conform thereto within the following ranges of tolerances: Passing No. 4 and Larger Sieves + 7% Passing No. 8 to No. 100 Sieves, inclusive + 4% Passing No. 200 Sieve + 2% Asphalt ± 0.4% Temperature of Mixture + 20°F J. Should a change in sources of material be made, a new mix design shall be established before the new material is used; when unsatisfactory results or other conditions make it necessary, the Contractor may establish a new mix design. K. The aggregate and asphalt shall be mixed in accordance with SSHC Rexburg I-leadstart EISSA Section 02513 Rexburg, Idaho Page - 3 Section 405.11. 3.2 EARTH EXCAVATION: A. Excavate existing earth to subgrade elevations where required to permit placement of base material to the depth shown on the drawings. Construction of ditches shall be considered as earth excavation. Dispose of excavated material in accordance with Section 02200 Earthwork. 3.3 PLACING PIT RUN GRAVEL FILL: A. General: Construct pit run gravel bases, including the preparation of the subbase upon which the gravel is to rest, in accordance with this specification, and to the lines, grades, and typical cross sections shown on the drawings. B. Materials -Pit Run: Shall be two-inch max.; 45% + 200, min.; and 20% < 0.005 mm, max.,. C. Construction Requirements: Prior to placement of the pit run gravel base, the existing subbase shall be stripped of all vegetation, brought to optimum moisture content, and compacted to at least 90% maximum density as determined by the AASHTO T-99. D. At locations where the required compacted depth of the pit run course exceeds 0.5 ft, the base shall be constructed in 2 or more layers of approximately equal thickness. The maximum compacted thickness of any one layer shall not exceed 0.5 ft. When vibrating types of special compacting equipment are used, the compacted depth of a single layer of the base course may be increased to 0.8 ft upon approval. E. Material containing excessive moisture shall be permitted to dry to a moisture content that will permit the required compaction. No extra payment will be made for rehandling such material to permit drying. Material which does not contain sufficient moisture to compact to the required density shall be uniformly moistened as required. Use watering equipment specified in this specification section. F. Materials not compacted to the specified density shall be excavated and recompacted to the requirements for the class of compaction specified at no cost to the Government. Rexburg Headstart EISSA Section 02513 Rexburg, Idaho Page - 4 1 G. Compaction: Each layer shall be uniformly compacted to 95% of maximum density as determined in accordance with AASHTO T-99. 3.4 PLACING CRUSHED GRAVEL LEVELING COURSE: A. General: Furnish and place crushed gravel as a leveling course and as shoulder protection in accordance with the plans and specifications. B. Construction Requirements: Crushed gravel shall be mixed by motor graders or other approved equipment until the mixture is uniform throughout. During the mixing, water shall be added in an amount necessary to facilitate compaction. Use watering equipment specified in this specification. C. Compaction: After each layer has been spread it shall be compacted for its full width. The choice of compaction equipment will be left to the Subcontractor. Compaction shall continue until not less than 95% of the maximum density is attained, determined in accordance with AASHTO T-99. 3.5 SURFACE PREPARATION: A. Existing asphalt shall be cleaned to permit adhesion of bituminous materials. The prepared base shall be kept in repair at all times in advance of placing the plant mix pavement. Holes or depressions shall be filled level with bituminous surfacing, brought to the required grade and compacted. Do not commence placing asphalt until all conditions are satisfactory. B. Tack Coat: Apply to contact surfaces of previously constructed asphalt or portland cement concrete and surfaces abutting or projecting into asphalt concrete pavement. Distribute at rate of 0.10 gal per sq yd of surface. C. Allow to dry until the tack coat has reached the proper condition to receive paving. 3.6 PLACING AND FINISHING ASPHALT CONCRETE: A. General: Prior to placing the mixture on the roadbed, the prepared base shall be satisfactorily cleaned of all loose and foreign material. Uniformity of temperatures of the mixture delivered to the paver shall be such that the temperature of any one load shall not vary more than 20°F from the average Rexburg Headstart EISSA Rexburg, Idaho Section 02513 Page - 5 of the preceding five loads. The material shall be placed to the specified thickness. Placing of the paving mixture shall be as continuous as possible. B. Joints: Longitudinal joints shall be smooth, straight, and show no segregation of material. Should irregularities in the edge of the surface appear, the previous lane shall be cut back to a vertical face before placing adjacent material. Any material removed in cutting back the course to a vertical face shall be removed and wasted. C. Transverse joints shall be formed by cutting back on the previous run or existing asphalt to expose the full depth of the course. A brush coat of SS-1 emulsified asphalt shall be used on contact surfaces of transverse joints, cold longitudinal joints, and existing asphalt edges just before additional mixture is placed. D. Cuts shall be straight and clean. E. Rolling: The asphalt concrete shall be compacted as quickly as possible after placing. Breakdown rolling shall follow the paver as closely as possible. Intermediate rolling shall follow immediately behind the breakdown rolling. Compaction of the pavement shall continue until the pavement density is 96% of that specified in the approved laboratory report. Testing of the plant mix density will be performed according to Idaho Department of Highways Method of Test T-125 (Nuclear Densimeter). All breakdown and intermediate compaction shall be performed while the mixture temperature is above 180 °F. Finish rolling shall be performed at as high a temperature as practicable and shall eliminate marks from previous rolling. Finish rolling shall be done the same day as tii~ paving. Rollers shall not pass over the unprotected end of a freshly laid mixture. F. Surface Smoothness: The completed surface will be inspected in accordance with Idaho Transportation Department Division of Highways Method of Test T-87. The surface shall not vary more than 1/4 in. from a 10 ft straight edge. G. Weather Limitations: Plant mix material shall not be placed on a wet or frozen surface, when the air temperature is below 40°F, or when weather or surface conditions otherwise prevent the proper handling or finishing of the plant mix material. Rexburg Headstart EISSA Rexburg, Idaho Section 02513 Page - 6 ' 3.7 EQUIPMENT REQUIREMENTS: ' A. Mixing Plant: The mixing plant shall conform to the applicable portions of Section 405.06 SSHC and be capable of producing up to 250 tons per hour. B. Hauling Equipment: Trucks used for hauling plant mix materials shall have tight, clean, smooth metal beds. When necessary each truck shall have a cover of canvas or other suitable material of such size as to protect the ' mixture from the weather. When necessary, so that the mixture will be delivered on the road at the specified temperature, truck beds shall be ' insulated and covers shall be securely fastened. C. Paver: Pavers shall be self-propelled units, provided with an activated heated ' ~ screed. Only screed extensions which produce results equal to the rest of the screed will be allowed. ' D. The paver shall be equipped with a receiving hopper having sufficient capacity for a uniform spreading operation. The hopper shall be equipped with a distribution system to place the mixture uniformly in front of the ' screed. E. The paver shall be operated at a speed consistent with the delivery of plant ' mix which provides for a smooth, uniform forward travel with the least stops. ' F. The screed shall be equipped with automatic controls which will make adjustments in both transverse and longitudinal directions. The sensing device shall pick up grade information from a ski that is a minimum of 30 ft in length. The ski may be removed when paver is required to operate in areas of limited space (parking areas, turnarounds, fillets, etc.,). In the event of failure of the automatic controls, the Subcontractor will be permitted to finish the day's run ' using manual controls, but he will not be permitted to resume operations until the controls are repaired. ' G. Rollers: Nonvibrating steel-wheel rollers shall be multiple axle, self-propelled, equipped with cleaning devices and weighing from 8 to 12 tons. Pneumatic-tire rollers shall be self-propelled and constructed within the limits of 50 to 100% of ' the values set in groups No. 2, 3, and 4 as set forth in Section 306 (SSHC). Rollers shall be equipped with a means of distributing the load uniformly between all wheels on at least one of the axles. The use of wobble-wheel rollers whose ' tires revolve in a plane which is not at right angles to the axle shaft will not be permitted. Rollers shall be multiple axle, multiple wheel type with wheels ' Rexburg Headstart EISSA Section 02513 Rexburg, Idaho page - 7 staggered on the axles and spaced so that the overlap of wheels will provide for uniform compaction for the full compacting width of roller. The air pressure in any fire shall not vary more than S lb from the pressure established. The rollers shall be operated at speeds of not less than 3 nor more than 8 miles per hour. H. Watering Equipment: Provide water tank trucks capable of applying a uniform unbroken spread of water over the surface. A suitable device for positive shut-off and regulation of flow shall be located to permit operation by driver in cab. 3.8 FIELD QUALITY CONTROL: A. Surveillance will be performed by the Contractor's Representativ.: to v^r~fv compliance of the work to the drawings and specifications. END OF SECTION Rexburg Headstart EISSA Section 02513 Rexburg, Idaho Page - 8 ' SEC TION 03001 ' CONCRETE ' PART 1 GENERAL 1.1 SECTION INCLUDES A F k i f . ormwor , re n orcement, accessories, cast-in-place concrete, finishing and curing. ' 1.2 SUBMITTALS A. Indicate reinforcement sizes, spacings, locations, and quantities, bending and cutting ' schedules. 1.3 QUALITY ASSURANCE ' A. Construct and erect concrete formwork in accordance with ACI 0 and 3 1 specificatrons for ' structural concrete for building. B. Perform concrete reinforcing work in accordance with ACI 301, 318, and Manual of ' Practice. C. -, ~, Perform cast-in-place concrete work in accordance with ACI X01, ACI ~ 18, ACI 304, ACI ' 305, and ACI 306. PART 2 PRODUCTS ' 2 1 FORM MATERI . ALS AND ACCESSORIES A. Plywood: PS 1, Grade Douglas Fir species; sound undamaged sheets with clean true edges. B. Lumber: Douglas Fir; Utility grade. ' C. Form Ties: Snap-off, metal type of fixed Iength. D. Form Release Agent: Colorless mineral oil which will not stain concrete or impair natural bonding characteristics of coating intended for use on concrete. E. Formed Construction Joints for Slab-on-Grade: Galvanized steel, tongue and groove type profile, with knockout holes to receive dowelling. Rexburg Headstart EISSA Rexburg Section 03001 Idaho P 1 , age - F. Vapor Retarder: 6 mil thick clear polyethylene film, type recommended for below grade application. 2.2 REINFORCEMENT MATERIALS A. Reinforcing Steel: ASTM A615, 60 ksi yield grade; deformed billet steel bars, plain finish. B. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for support ~~`rei7`~rc~ng. C. Fabricate concrete reinforcing in accordance with ACI 315, ACI 318, and ASTM A184. 2.3 CONCRETE MATERIALS A. Cement: ASTM C 150, Normal-Type I or Type II Portland type. B. Fine and Coarse Aggregates: ASTM C33. C. Water: Clean and not detrimental to concrete. D. Air Entrainment Admixture: ASTM C260. E. Curing Compound: ASTM C309, Type I, Class A. 2.4 CONCRETE MIX A. Mix and deliver concrete in accordance with ASTM C94. B. Provide concrete of the following strength: 1. Compressive strength 3000 psi 28 day. 2. Slump 2 to 5 inches. C. Add air entraining agent to concrete mix for concrete work exposed to exterior. 2.5 FIBER CONCRETE MIX (Exterior Concrete Walks, Curbs, etc.): A. Mix and deliver concrete in accordance with ASTM C94. B. Provide concrete to the following mix design. 1. Compressive Strength (28) day) 4000 psi 2. Fiber Reinforcement 1.5 lbs. per cubic yard 3. WaterJCement Ration (maximum) 0.43 by weight Rexburg Headstart EISSA Section 03001 Rexburg, Idaho Page - 2 4. Aggregate Size (maximum) 1-1 /2 inch 5. Air Entrainment 5 percent 1 % + or - 6. Slump 3 to 3-1/2 inches C. Admixes: Use air-entraining admixture in exterior exposed concrete, indicated. Add air-entraining admixture at manufacturer's prescribed rate to result in concrete at point of placement having air content as specified. D. Slump Limits: Proportion and design mixes to result in concrete slump at point of placement as follows: 1. Ramps and sloping surfaces: Not more than 3". 2. Other concrete: Not less than 1" and not more than 5". PART 3 EXECUTION 3.1 FORMWORK ERECTION A. Erect formwork, shoring and bracing to achieve design requirements. B. Provide bracing to ensure stability of formwork. C. Apply form release agent to formwork in accordance with manufacturer's instructions, prior to placing for accessories and reinforcement. D. Do not apply form release agent where concrete surfaces will receive special finishes or applied coverings which are affected by agent. E. Clean forms as erection proceeds, to remove foreign matter. 3.2 INSERTS, EMBEDDED COMPONENTS, AND OPENINGS A. Provide formed openings where required for work to be embedded in and passing through concrete members. B. Coordinate work of other sections in forming and setting openings, slots, recesses, chases, sleeves, bolts, anchors, and other inserts. C. Install concrete accessories straight, level, and plumb. D. Place formed construction joint device in floor slab. Rexburg Headstart EISSA Section 03001 Rexburg, Idaho Page - 3 3.3 REINFORCEMENT PLACEMENT A. Place reinforcement, supported and secured against displacement. B. Ensure reinforcing is clean, free of loose scale, dirt, or other foreign coatings. 3.4 PLACING CONCRETE A. Prepare previously placed concrete by cleaning with steel brush and applying bonding agent. Apply bonding agent in accordance with manufacturer's instructions. B. Install vapor retarder under interior slabs on grade. Lap joints minimum 6 inches and seal watertight. Repair damaged vapor retarder with vapor retarder material, lap over damaged areas minimum 6 inches and seal watertight. C. Place concrete continuously between predetermined expansion, control and construction joints. Do not break or interrupt successive pours such that cold joints occur. D. Where new concrete is dowelled to existing work, drill holes in existing concrete, insert steel dowels and pack with epoxy grout. E. Screed floor slabs-on-grade level. 3.5 FORM REMOVAL A. Do not remove forms or bracing until concrete has gained sufficient strength to carry its own weight and imposed loads. B. Remove formwork progressively and in accordance with code requirements. 3.6 FLOOR FINISHING A. Finish concrete floor surfaces in accordance with ACI 301 and ACI X02. B. Uniformly spread, screed, and float concrete. C. Steel trowel surface. D. Maintain surface flatness, with maximum variation of 1/8 inch in 10 ft. 3.7 CURING Rexburg Headstart EISSA Section 03001 Rexburg, Idaho Page - 4 A. Immediately after placement, protect concrete from premature drying. B. Maintain concrete with minimal moisture loss at relatively constant temperature for period necessary for hydration of cement and hardening of concrete. 3.8 FIELD QUALITY CONTROL A. Three (3) Concrete Test Cylinders: Taken for every 25 cu yds. B. One (1) Additional Test Cylinder: Taken during cold weather concreting, and be cured on job site under same conditions as concrete it represents. C. One (1) Slump Test: Taken for each set of test cylinders taken. 3.9 DEFECTIVE CONCRETE A. Modify or replace concrete not conforming to required lines, details and elevations, as directed by Architect. END OF SECTION Rexburg Headstart EISSA Section 03001 Rexburg, Idaho Page - 5 1 SECTION 06100 ' ROUGH CARPENTRY ' PART 1 GENERAL 1.1 SECTION INCLUDES ' A. Wood stud framing. B. Pressure treated lumber materials and sheathing materials. C. Prefabricated wood joists. ' 1.2 QUALITY ASSURANCE A. Perform Work in accordance with the following agencies: 1. Lumber Grading Agency: Timber construction standards of the American Institute ' of Timber Construction Manual (AITC-85). 2. Plywood Grading Agency: Certified by APA. PART 2 PRODUCTS ' 2.1 LUMBER & PRESSURE TREATED LUMBER MATERIALS ' A. Lumber Grading Rules: WWPA. B. Pressure Treated Lumber: Douglas Fir species, #2 construction grade, S4S, 19 percent ' maximum moisture content. ' C. Refer to structural notes, sheet A-4 2.2 SHEATHING MATERIALS ' A. Roof sheathing: Refer to structural notes, Sheet A-4. ' B. Wall Sheathing: Refer to structural notes, Sheet A-4. 2.3 PREFABRICATED WOOD JOISTS ' A 4 h A. - . eet Refer to structural notes, s ' Rexburg Headstart Section 06100 EISSA Rexburg, Idaho Page - 1 2.4 ACCESSORIES A. Fasteners: Galvanized steel for exterior, high humidity, and treated wood locations, plain finish elsewhere. B. Sealants: Silicone sealant (type S) ASTM C920 American 1200 sealant as mamzfactured by G.E. Silicone. C. # 15 building paper attached to outside face of wall sheathing. 2.5 WOOD TREATMENT C. Pressure Treatment: Wolman CCA Type C oxide preservative meeting the requirements of AWPA standard 5. Type 'C' using preservative with 0.30 percent retention per cubic foot. PART 3 EXECUTION 3.1 FRAMING A. Erect wood framing members in accordance with "Manual for House Framing" of National Forest Products Association. Place members level and plumb. Place horizontal members crown side up. 3.2 SHEATHING A. Install wall sheathing, and building paper as detailed. B. Attach to wood studs as detailed. 3.3 TRUSSES AND ROOF SHEATHING A. Install roof joists in accordance with the manufacturer's instructions and as detailed and noted on the drawings. B. Install the roof and wall sheathing as detailed and noted on the drawings. Rexburg Headstart EISSA Section 06100 Rexburg, Idaho Page - 2 SECTION 06200 FINISH CARPENTRY PART 1 GENERAL 1.1 SECTION INCLUDES A. Finish carpentry items: running trim, laminated cabinets, window trim; hardware and attachment accessories. 1.2 SUBMITTALS A. Shop Drawings: Millwork indicate materials, component profiles, fastening methods, jointing details, finishes, and accessories. 1.3 QUALITY ASSURANCE A. Perform work in accordance with AWI custom quality. PART 2 PRODUCTS 2.1 LAMINATE CLAD CABINETS A. Construct cabinets to the requirements of section 400 division B, custom grade, laminate clad cabinets of the AWI, Architectural Woodwork Quality Standards. B. Thickness and materials for laminate-clad cabinet components. 1. Rails: 3/4" panel products. 2. Shelves: 3/4" panel products. 3. Backs: 1/4" panel products. 4. Drawers: Sides, backs and subfronts'/z" particle board panel, bottoms, 1/4" particle board panel. 5. Cabinet Doors: 3/4" panel products. C. Edge Treatment 1. All exposed edges: compatible laminate pressure glued. Rexburg Headstart EISSA Section 06200 Rexburg, Idaho page -~ I D. Fastening of case body members shall be joined by using concealed ciado, ao~~~els or interlocking mechanical fasteners. Pressure glue dado and doweled connections. 2.2 RUNNING MATERIALS AND INTERIOR DOOR FRAMES A. Hardwood Lumber: Graded in accordance with AWI Custom Oak species, rotary sawn, maximum moisture content of 11 percent. 2.3 LAMINATE COUNTER TOP A. Laminate tops shall meet the requirements of Section 400, Division C: Tops of the AWI, architectural woodwork quality standards. B. Countertops shall be constructed of high pressure decorative laminate to medium density particle board. To include backsplash, nosing and exposed countertop ends. 2.4 HARDWARE A. Hinges shall be concealed European type with minimum 125 degree opening. B. Pulls shall be a 5/8" dia. nylon looped handle fastened by through bolt from back side. C. Drawer slides shall have cold-rolled steel, zinc-plated, ball bearing rollers with load rating of 100 lbs. fully extended. 2.5 FINISH MATERIALS A. Plastic Laminate: NEMA LD 3 color as selected by the Architect, surface texture as selected by the Architect, manufactured by Wilson Art, Formica. 2.6 ACCESSORIES A. Fasteners: Size and type to suit application, plain finish. B. Contact Adhesives: Solvent Release type. 2.7 FABRICATION A. Fabricate to AWI Custom standards. Rexburg Headstart EISSA Section 06200 Rexburg, Idaho Page - 2 PART 3 EXECUTION 3.1 EXAMINATION AND PREPARATION A. Prime paint surfaces of items or assemblies in contact with cementitious materials, before installation. 3.2 INSTALLATION A. Install work in accordance with AWI Custom Quality Standard. B. Set and secure materials and components in place, plumb and level. C. Install trim by nails. D. Apply plastic laminate finishes with adhesive over entire surface. E. Install hardware in accordance with manufacturer's instructions. END OF SECTION Rexburg Headstart EISSA Section 06200 Rexburg, Idaho Page - 3 SECTION 07210 BUILDING INSULATION PART 1 GENERAL 1.1 SECTION INCLUDES A. Board thermal insulation at perimeter foundation wall and under floor slab. B. Batt thermal insulation and vapor retarder in interior wall. (roof insulation is specified in section 13120). 1.2 ENVIRONMENTAL REQUIREMENTS A. Install insulation adhesives in accordance with manufacturer's instructions. PART 2 PRODUCTS 2.1 INSULATION MATERIALS A. Extruded Polystyrene Insulation: ASTM C578, cellular type, conforming to the following: 1. Thermal Resistance: R of 5.0 per inch of thickness. 2. Thickness: Thickness indicated 2 inch thick. 3. Compressive Strength: Minimum 30 psi. 4. Water Absorption: In accordance with ASTM D2842 0.3 percent by volume maximum. 5. Edges: Tongue and groove edges. 6. Flame/Smoke Properties: In accordance with ASTM E84. 7. Manufacturers: Dow Chemical Company Amoco Foam Products Company B. Batt Insulation: ASTM C665, preformed glass fiber roll, manufactured cr.~nfo~r~~inL tc the following: 1. Thermal Resistance: R of 21. 2. Kraft faced fiber glass insulation, Type II 3. Manufacturers: Certain Feed Schuller, Manville Building Insulation Owens Corning Rexburg Headstart EISSA Section 07210 Rexburg, Idaho Page - 1 ' 2.2 ADHESIVES ' A. Adhesive: Type recommended by insulation manufacturer for application. 2.3 ACCESSORIES ' A. Va or Retarder: P 1 t p o ye hylene film reinforced with glass fiber mesh, 6 mil. PART 3 EXECUTION ' 3.1 EXAMINATION AND PREPARATION ' A. Verify that substrate, adjacent materials, are dry and ready to receive insulation and adhesive. ' 3.2 INSTALLATION -FOUNDATION PERIMETER AND UNDER FLOOR SLAB - BOARD INSULATION ~ ' A. Apply adhesive and install boards on foundation perimeter. Stagger joints. Butt edges and ends tight to adjacent board and to protrusions. ' B. Install under slab installation board on level sub-base above vapor barrier. Use tongue and grooved board with staggered rows. ~ ' 3.3 INSTALLATION - BATT INSULATION A. Install insulation and vapor retarder in accordance with insulation man ~rfa~.tw-er's ' instructions. B. Install in exterior wall spaces without gaps or voids. C. Fit insulation tight in spaces. Leave no gaps or voids. ' D I ll fri i f i . nsta ct on it nsulation tight to framing members, completely filling prepared spaces. E. Staple and tape vapor retarder in place. Tape all laps and any holes in vapor retardant. F. Place vapor retarder on warm side of insulation by stapling and taping in place. Extend ~ ' vapor retarder tight to full perimeter of adjacent window and door frames and other items interrupting the plane of membrane. Tape seal in place. ' Rexbur g Headstart ' EISSA Rexburg, Section 07210 Idaho Page - 2 SECTION 07270 FIRESTOPPING PART 1 GENERAL 1.1 SECTION INCLUDES A. Fireproof firestopping materials and accessories. 1.2 SYSTEM DESCRIPTION A. Firestopping Materials: ASTM E814 UL 1479 to achieve a fire rating as noted on Drawings. B. Fire stopping is required wherever penetrations extend through a fire assembly. The three fire assemblies are the (2) layers of gypsum board on the bottom of all roof trusses, the corridor walls, and the fire-rated wood framed walls. C. Items that may penetrate the fire assemblies, but not limited to the following: 1. Ceiling and equipment suspension hardware. 2. Conduit and other electrical, audio or video raceways and accessories. 1.3 SUBMITTALS A. Product Data: Provide data on product characteristics, performance and limitation criteria. B. Manufacturer's Certificate: Certify that products meet or exceed specified requirements. C. Submit for architectural approval all firestopping designs required to meet the needs of the project. PART 2 PRODUCTS 2.1 FIRESTOPPING MATERIALS A. Manufacturers: 1. USG 2. Tremco Rexburg Headstart EISSA Rexburg, Idaho Firecode Compound Firestopping Systems Section 07270 Page - I 3. Rectorseal 2.2 MATERIALS Metacaulk A. Forming material (if required by system) THERMAFIBER Safing Insulation, unfaced, 4" thick. B. Firestopping: FIRECODE Compound, 15-1b. bag. PART 3 EXECUTION 3.1 Safing Insulation Application A. Installation shall be performed by skilled technicians experienced with the Firestopping materials approved by the architect. B. Clean substrate of dirt, grease, oil, efflorescences, loose material or other matter. With a serrated knife, cut Thermafiber Safing Insulation slightly wider than the opening. Compress and tightly fit min. 2-1/2" or 3" thickness (per system specifications) of insulation with min. density of 3.5 pcf completely around penetrant. 3.2 Firestopping Compound Application A. Mix Firecode compound according to directions on bag. B. Using a trowel, putty knife or spatula, scoop the compound from its container and work it into the penetration opening. Apply compound to min. 1/2" or 1" thickness (per system specifications) on top of Safing insulation. Ensure that compound is in contact with all surfaces and that entire opening is filled with safing and compound. END OF SECTION Rexburg Headstart EISSA Section 07270 Rexburg, Idaho Page - 2 SECTION 07310 SHINGLES PART1 GENERAL 1.1 DESCRIPTION OF WORK A. Extent of shingles is shown on drawings and is hereby defined to include units employed as weather protection for roofs. 1.2 QUALITY ASSURANCE A. UL Listing: Provide labeled materials which have been tested and listed by UL for Class and Rating indicated for each shingle type as required. 1.3 SUBMITTALS A. Samples: Submit full range of samples for color and texture selection. After selection, submit 2 full-sized shingles for verification of each colorlstyle/texture selected. B. Maintenance Stock: 2% of each type/color/texture shingle used in the work. 1.4 DELIVERY, STORAGE AND HANDLING A. Deliver materials in manufacturer's unopened, labeled containers. B. Store materials to avoid water damage, and store rolled goods on end. Comply with manufacturer's recommendations for on-site storage and protection. 1.5 JOB CONDITIONS A. Substrate: Proceed with shingle work only after substrate c~~nstrr:.;,ti, n and penetrating work have been completed. B. Weather Conditions: Proceed with shingle work only when weather conditions are in compliance with manufacturer's recommendations and when substrate is completely dry. Rexburg Headstart EISSA Rexburg, Idaho Section 07310 Page - 1 1.6 SPECIFIED PRODUCT WARRANTY A. Provide shingle manufacturer's warranty on installed work, agreeing to pay for repair or replacement of defective shingles as necessary to eliminate leaks. Period of warranty is 40 years from date of substantial completion. PART 2 PRODUCTS 1 A. 3-Dimensional Laminated Strip Shingle, UL Class "A": Mineral surfaced, self-sealing, laminated multi-ply overlay construction fiberglass based strip shingle complying with ASTM D 3018, bearing UL Class "A" external fire exposure label and UL "Wind Resistant" label, weighing not less than 290 lbs. per square. Color as selected by Architect. B. Products: GFA Timberline Ultra w/40 year limited warranty for 3112 slope or approved equal. C. Asphalt-Saturated Roofing Felt: No. 15, unperforated organic felt, complying with ASTM D 226, 36" wide, approximate weight 18 lbs./square. D. Ice & Water Shield: Manufacturers standard water and ice shield bituminous shingle underlayment from eave line tp 2'-0" past inside face of wall. E. Asphalt Plastic Cement: Fibrated asphalt cement complying with ASTM D 2822, designed for trowel application. F. Hip and Ridge Shingles: Manufacturer's standard factory pre-cut units to match shingles. G. Nails: Aluminum or hot-dip galvanized 11 or 12-gauge sharp pointed conventional roofing nails with barbed shanks, minimum 3/8" diameter head, and of sufficient length to penetrate minimum 3!4" into solid decking or to penetrate through plywood sheathing. H. Metal Drip Edge: Minimum 26. GA. steel to match fascia system w/3" roof deck flange 4" fascia flange w/3/8 drip at lower edge. I. Metal Flashing: 26 GA. steel to match metal fascia. J. Roof Accessories: as detailed. Rexburg Headstart EISSA Rexburg, Idaho Section 07310 Page - 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I~. Ridge vent shall be equal to Ridge Master Plus and the soffit vents shall be equal to Soffit Master as manufactured by Mid-America Building Corporation, 1-800-521- 8486. L. Roof Vents and Fresh Air Intakes: Installed per manufacturer's recommendations. PART 3 EXECUTION 3.1 INSPECTION A. Installer of shingles must examine substrate and conditions under which shingling work is to be performed and must notify Contractor in writing of unsatisfactory conditions. Do not proceed with shingling work until unsatisfactory conditions have been corrected in manner acceptable to Installer. 3.2 PREPARATION OF SUBSTRATE A. Clean substrate of any projections and substances detrimental to shingling work. Cover knotholes or other minor voids in substrate with sheet metal flashing secured with roofing nails. B. Coordinate installation of shingles with flashing and other adjoining work to en.s~~.re proper sequencing. Do not install shingle roofing until all vent stacks and other penetrations through roofing have been installed and are securely fastened against movement. 3.3 INSTALLATION A. General: Comply with instructions and recommendations of shingle manufacturer, except to extent more stringent requirements are indicated. B. Install soffit vents and ridge vents as per the manufacturer's instructions. 3.4 ASPHALT SHINGLES: A. derlayment: Apply one layer felt horizontally over entire surface, lapping succeeding courses 2" minimum and fastening with sufficient nails to hold in place until shingle application. Use ice and water shield 42" at all eaves, valley, s and at roof intersections with fascia of other roof levels. B. Install roof accessories to provide water tight installation. Rexburg Headstart EISSA Rexburg, Idaho Section 07310 Page - 3 SECTION 07460 SIDING PART 1 GENERAL 1.1 SECTION INCLUDES A. Plastic siding for walls, soffits and frames. B. Related trim, flashings, accessories, and fastenings. 1.2 SUBMITTALS A. Product Data: Provide data indicating materials, component profiles, fastening methods, jointing details, sizes, surface texture, finishes, accessories, and trim. 1.4 WARRANTY A. Provide standard warranty including coverage for prefinished siding pmd~~ct~ from deterioration of finish. PART 2 PRODUCTS 2.1 SIDING MATERIALS (Vinyl Siding): A. Manufacturers: 1. Wolverine Siding Systems 2. Alcoa 3. Georgia -Pacific Castle Ridge B. Extruded Polyvinyl Chloride ASTM D3679-93: Minimum 0.044 inches thick; wood grained pattern surface; 8 inch wide; with integral color; color as selected. 1. ``Type 1" vinyl siding shall be equal to Wolverine, Millenium 44~e~ Type 2" vinyl siding shall be equal to Wolverine Restoration 7" shakes. Color as selected by Architect from manufacturers standard colors. 2. Soffit Description: Vinyl soffits shall be equal to Wolverine vinyl soffit panels. Color as selected from manufacturers standard colors. Rexburg Headstart EISSA Section 07460 Rexburg, Idaho Page - l 3. Fascia Panel Description: Fascia panel by Wolverine Siding Systems. Color as selected by Architect from manufacturers standard colors. 4. Provide all necessary trim for complete siding and soffit installation as shown on the drawings . 2.2 ACCESSORIES A. Nails Aluminum type, non-staining, prefinished to match siding finish. PART 3 EXECUTION 3 . I INSTALLATION A. Install siding and soffits in accordance with manufacturer's instructions. B. Install corner strips, closures, trim and battens. C. Install sealant to prevent weather penetration. Maintain neat appearance. D. Touch-up prefinished paint surfaces that are disfigured. END OF SECTION Rexburg Headstart EISSA Section 07460 Rexburg, Idaho Page - 2 ' SECTION 07900 JOINT SEALERS ' PART 1 GENERAL ' 1.1 SECTION INCLUDES A. Preparing sealant substrate surfaces. ' B. Sealant and joint backing. 1.2 SYSTEM DESCRIPTION A. System performance to achieve moisture and air tight joint seals. t LITY ASSURANCE 1.3 QUA ' A. Perform work in accordance with sealant manufacturer's requirements for preparation of surfaces and material installation instructions. ' B. Perform acoustical sealant application work in accordance with ASTM C919. ~ ' 1.4 ENVIRONMENTAL REQUIREMENTS A. Maintain tem erature and humidi recommended b the sealant manufacturer durin and p ~' y g ' after installation. PART 2 PRODUCTS 2.1 SEALANTS ' A. Acrylic Latex Type A: ASTM C834-76, Single component, non-staining, non-bleeding, non-sagging; use Chem-Caulk 600 manufactured by Bostik ' Sealants. 1. Elongation Capability 250 percent 2. Service Temperature Range 20 degrees to 150 degrees F 3. Shore A Hardness Range 50 B. The acrylic caulk shall be used for interior caulking requirements where caulking ' Rexburg Headstart EISSA Section 07900 ' Rexburg, Idaho Page - 1 is to be painted. C. Silicone Sealant (Type S): ASTM C920, Class 25, single component, solvent curing, non-sagging, non-staining, non-bleeding; color as selected American 1200 sealant manufactured by GE Silicones. 1. Elongation Capability 25 percent 2. Service Temperature Range -80 to 400 degrees F 4. Shore A Hardness Range 30 2.2 ACCESSORIES A. Primer: Non-staining type, recommended by sealant manufacturer to suit application. B. Joint Cleaner: Non-corrosive and non-staining type, recommended by sealant manufacturer; compatible with joint forming materials. C. Joint Backing: ASTM D1456; round, closed cell Neoprene Chord; oversized 30 to 50 percent larger than joint width. D. Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit application. PART 3 EXECUTION 3.1 EXAMINATION AND PREPARATION A. Verify that substrate surfaces and joint openings are ready to receive work. B. Remove loose materials and foreign matter which might impair adhesion of sealant. C. Verify that joint backing and release tapes are compatible with sealant. D. Perform preparation in accordance with ASTM C804 for solvent release ASTM C790 for latex base sealants. .2 INSTALLATION A. Clean and prime seal joints in accordance with manufacturer's instructions. B. Install sealant in accordance with manufacturer's instructions. Rexburg Headstart EISSA Se~a~or~ 0"7900 Rexburg, Idaho Page - 2 C. Measure joint dimensions and size materials to achieve 2:1 width depth ratios. D. Install joint backing to achieve a neck dimension no greater than 1/3 the joint width. E. Install bond breaker where joint backing is not used. F. Apply sealant within recommended application temperature ranges. Consult manufacturer when sealant cannot be applied within these temperature ranges. G. Tool joints concave. END OF SECTION Rexburg Headstart EISSA Section 07900 Rexburg, Idaho Page - 3 SECTION 08110 STEEL DOORS AND FRAMES PART 1 GENERAL 1.1 SECTION INCLUDES A. Steel doors and frames; non-rated and fire rated. B. Interior & exterior borrowed light frames. 1.2 QUALITY ASSURANCE A. Conform to the following: 1. SDI-100 -Standard Steel Doors and Frames. 2. Fire Rated Door, and Frame Construction: ASTM E 152, NFPA 252, UL l OB NFPA 80. PART 2 PRODUCTS 2.1 DOORS AND FRAMES A. Manufacturers: 1. Allied Steel Products. 2. Ceco Corporation. 3. Republic Builders Products. B. Interior Doors: SDI-100 Grade I. C. Interior Frames: 16 gage thick material. D. Door Core: steel channel grid. ACCESSORIES E. Silencers: Resilient rubber. F. Primer: Zinc chromate type. Rexburg Headstart EISSA Section 08110 Rexburg, Idaho Page - 1 2.2 FABRICATION -DOORS A. Fabricate doors with hardware reinforcement welded in place. B. Attach fire rated label to each door unit. 2.3 FABRICATION -FRAMES A. Fabricate frames for drywall slip-on type. B. Fabricate frames with hardware reinforcement plates welded in place. C. Reinforce frames wider than 48 inches with roll formed steel channels fitted tightly into frame head, flush with top. D. Prepare frame for silencers and install. 2.4 FINISH A. Steel Sheet: Galvanized to ASTM A525 G60. B. Primer: Baked. PART 3 EXECUTION 3.1 INSTALLATION A. Install doors and frames in accordance with ANSI/SDI-100. B. Coordinate installation of doors and frames with installation of hardware specified in Section 08710. C. Coordinate with wallboard construction for frame anchor placement. D. Coordinate installation of glass and glazing. 3.2 TOLERANCES A. Maximum Diagonal Distortion: 1/16 inch measured with straight edge, corner to corner. END OF SECTION Rexburg Headstart EISSA Section 08110 Rexburg, Idaho Page - 2 SECTION 08210 WOOD DOORS PART 1 GENERAL 1.1 SECTION INCLUDES A. Wood doors; fire rated. 1.2 SUBMITTALS A. Shop Drawings: Indicate door elevations, cutouts for glazing. 1.3 QUALITY ASSURANCE A. Perform work in accordance with the following: 1. ANSI/NWWDA LS.1. 2. Fire Door Construction: Conform to ASTM E152, NFPA 252, UL lOB. 3. Installed Door Assembly: Conform to NFPA 80 for fire rated class as scheduled. 1.4 WARRANTY A. Life of Installation: Interior Door. B. Include coverage for delamination of veneer, warping beyond specified installation tolerances, defective materials and telegraphing core construction. PART 2 PRODUCTS 2.1 DOOR TYPES A. Manufacturers offering wood doors meeting this specification but not limited to, are as follows: 1. Artistic. 2. Eggers. 3. Fenestra. B. Flush Interior Doors: 1-3/4 inches thick; solid core construction; fire rated as indicated. Rexburg Headstart EISSA Section 08210 Rexburg, Idaho Page - 1 2.2 DOOR CONSTRUCTION A. Core (Solid): ANSI/NWWDA, Type Solid particleboard mat Formed core. 2.3 FLUSH DOOR FACING A. Wood Veneer: ANSI/NWWDA Premium oak species wood, rotary sliced with random match grain, for transparent finish. 2.4 ACCESSORIES A. Glass Stops: Rolled steel type conform to UL requirements. 2.5 FABRICATION A. Fabricate fire rated doors in accordance with ANSI/NWWDA LS.1 and to UL requirements. Attach fire rating label to door edge. B. Fabricate doors with hardware reinforcement blocking in place. C. Factory machine doors for finish hardware. PART 3 EXECUTION 3.1 INSTALLATION A. Install doors in accordance with manufacturer's instructions and ANSI/NWWDA LS.1 requirements. B. Coordinate installation of glass and glazing. C. Adjust door for smooth and balanced door movement. 3.2 INSTALLATION TOLERANCES A. Conform to ANSI/NWWDA requirements for fit and clearance tolerances and maximum diagonal distortion. Rexburg Headstart EISSA Section 08210 Kexburg, Idaho Page - 2 SECTION 08520 ALUMINUM/VINYL WINDOWS PART 1 GENERAL 1.1 SECTION INCLUDES A. Extruded aluminum or vinyl windows with fixed sash. B. Factory glazing with 3" x 8" x 8" acrylic blocks (U-factor: 0.49, SHGC: 0.36) and double pane with low e tinted insulated units (U-factor: 0.32, SHGC: 0.36). 1.2 REFERENCES A. AA DAF-45 -Designation System for Aluminum Finishes; The Aluminum. Association, Inc.; 1997, Eighth Edition. B. ASTM E 1105 -Standard Test Method for Field Determination of Water Penetration of Installed Exterior Windows, Curtain Walls, and Doors by Uniform or Cyclic Static Air Pressure Difference; 1996. 1.3 PERFORMANCE REQUIREMENTS A. Air Infiltration: Limit air infiltration through assembly to 0.3 cu ft/minlsq ft of wall area, measured at a reference differential pressure across assembly of 1.57 psf as measured in accordance with ASTM E 283. B. Water Leakage: None, when measured in accordance with ASTM E 331 with a test pressure difference of 2.86 1bf/sq ft. C. Air and Vapor Seal: Maintain continuous air barrier and vapor retarder throughout assembly. 1.4 SUBMITTALS A. Product Data: Provide component dimensions. B. Certificates: Certify that windows meet or exceed specified requirements. C. Manufacturer's Installation Instructions: Include complete preparation, installation, and Rexburg Headstart EISSA Section 08520 Rexburg, Idaho Page - 1 cleaning requirements. 1.5 DELIVERY, STORAGE, AND PROTECTION A. Comply with requirements of AAMA CW-10. B. Protect finished surfaces with wrapping paper or strippable coating during installation. Do not use adhesive papers or sprayed coatings that bond to substrate when exposed to sunlight or weather. 1.6 ENVIRONMENTAL REQUIREMENTS A. Do not install sealants when ambient temperature is less than 40 degre;,s F. i~ B. Maintain this minimum temperature during and 24 hours after installation of sealants. 1.7 WARRANTY A. Provide five year manufacturer warranty against failure of acrylic surfaces, including interpane dusting or misting. Include provision for replacement of failed units. B. Provide five year manufacturer warranty against excessive degradation of exterior finish. Include provision for replacement of units with excessive fading, chalking, or flaking. PART 2 PRODUCTS 21 WINDOWS A. Windows: Tubular aluminum sections, factory fabricated, factory finished, thermally broken, related flashings, anchorage and attachment devices. 1. Performance Requirements: AAMA/NWWDA 101/LS.2 R15 B. Fixed, Non-Operable Type: l . Construction: Thermally broken. 2. Glazing: 3" x 8" x 8" acrylic blocks. 3. Exterior finish and interior finish shall be class 1 white anodized. C. Window shall be the following or approved equal. 1. 825 series aluminum framed windows as manufactured by Hy-Cite Products Inc. 2.2 COMPONENTS Rexburg Headstart EISSA Rexburg, Idaho Section 08520 Page - 2 A. Glazing Materials: Acrylic blocks 3" x 8" x 8", wave pattern, rose color and 3" x 8" x 8" frosed wave. Refer to drawings for location. B. Sealant and Backing Materials: As specified in Section 07900. 2.3 MATERIALS A. Extruded Aluminum: ASTM B 221 (ASTM B 221 M), 6063 alloy, T6 temper. B. Sheet Aluminum: ASTM B 209 (ASTM B 209M), 5005 alloy, H12 or H14 temper. C. Concealed Steel Items: Profiled to suit mullion sections; galvanized in accordance with ASTM A 123/A 123M to 2.0 oz/sq ft. 2.4 FABRICATION A. Fabricate components with smallest possible clearances and shim spacing around perimeter of assembly that will enable window installation and dynamic movement of perimeter seal. B. Accurately fit and secure joints and corners. Make joints flush, hairline, and weatherproof. C. Prepare components to receive anchor devices. D. Arrange fasteners and attachments to ensure concealment from view. E. Prepare components with internal reinforcement for operating hardware. F. Provide steel internal reinforcement in mullions as required to meet loading requirements. G. Provide internal drainage of glazing spaces to exterior through weep holes. H. Factory glaze window units. 2.5 FINISHES A. Class I Color Anodized Finish: AAMA 606.1 AA-M12C22A42 Integrally colored anodic coating not less than 0.7 mils thick; white. Rexburg Headstart EISSA ~ Se~~tion 68520 Rexburg, Idaho Page - 3 PART 3 EXECUTION 3.1 EXAMINATION A. Verify that wall openings and adjoining air and vapor seal materials are ready to receive aluminum windows. 3 2 INSTALLATION A. Install windows in accordance with manufacturer's instructions. B. Install window assembly in accordance with AAMA 101. C. Attach window frame and shims to perimeter opening to accommodate construction tolerances and other irregularities. D. Align window plumb and level, free of warp or twist. Maintain dimensional tolerances and alignment with adjacent work. E. Install sill and sill end angles. F. Provide thermal isolation where components penetrate or disrupt building insulation. Pack fibrous insulation in shim spaces at perimeter of assembly to maintain continuity of thermal barrier. G. Coordinate attachment and seal of perimeter air barrier and vapor retarder materials. 3.3 ADJUSTING AND CLEANING A. Remove protective material from factory finished aluminum surfaces. B. Wash surfaces by method recommended and acceptable to sealant and window manufacturer; rinse and wipe surfaces clean. END OF SECTION Rexburg Headstart EISSA Section 08520 Rexburg, Idaho Page - 4 SECTION 08705 DOOR HARDWARE PART 1 GENERAL 1.1 SECTION INCLUDES A. Hardware for wood and hollow steel. 1.2 SUBMITTALS A. Shop Drawings: Indicate locations and mounting heights of each type of hardware, electrical characteristics and connection requirements. B. Operating and Maintenance Instructions: Include data on operating hardware, lubrication requirements, and inspection procedures related to preventative maintenance. 1.3 QUALITY ASSURANCE A. Perform Work in accordance with ANSI Al 17.1 -Specifications for Making Buildings and Facilities Accessible to and Usable by Physically Handicapped People. B. Hardware Supplier: Company specializing in supplying commercial door hardware with 5 years documented experience. 1.4 COORDINATION A. Coordinate work of this section with other directly affected sections requiring any integral reinforcement for door hardware. 1.5 DELIVERY, STORAGE, AND HANDLING A. Package hardware items individually. Label and identify package with door opening code to match schedule. B. Deliver keys to Owner by secuPrty shipment direct from hardware supplier. 1.6 MAINTENANCE A. Provide special wrenches and tools applicable to each different or special hardware component. Rexburg Headstart EISSA Section 08705 Rexburg, Idaho Page - 1 PART 2 PRODUCTS 2.1 SUPPLIERS A. Suppliers: (as listed in hardware schedule) 1. Hinges: McKinney 2. Locks: Schlage 3. Closers: LCN 4. Auto Flush Bolts and Co-Ordinator: Ives 5. Stops: Ives and Quality 6. Kickplates: Quality 7. Magnetic Holders: LCN 8. Smokeseal: Pemko 2.2 KEYING A. Door Locks: Keyed into existing master system. 2.3 FINISHES A. Finishes are identified in Schedule at end of this Section. PART 3 EXECUTION 3.1 EXAMINATION AND PREPARATION A. Verify that doors and frames are ready to receive work and dimensions are as indicated. B. Verify that electric power is available to power operated devices and of the correct characteristics. 3.2 INSTALLATION A. Install hardware in accordance with manufacturer's instructions. B. Use templates provided by hardware item manufacturer. 3.3 SCHEDULE Rexburg Headstart EISSA Section 08705 Rexburg, Idaho Page - 2 SECTION 08800 GLAZING PART 1 GENERAL 1.1 SUMMARY A. Glass and glazing for sections referencing this section for Products and installation. 1.2 SUBMITTALS A. Product Data on Glass Types Specified: Provide physical and environmental characteristics, size limitations, and special installation requirements. B. Product Data on Glazing Compounds: Provide chemical characteristics, limitations, special application requirements. Identify available colors. 1.2 QUALITY ASSURANCE A. Perform Work in accordance with FGMA Glazing Manual 1.3 WARRANTY A. Provide ten year warranty under provisions of Section 01001 including coverage for sealed glass units from seal failure, interpane dusting or misting, and replacement. PART 2 PRODUCTS 2.1 FLAT GLASS MATERIALS A. Manufacturers: 1. ASG Industries. 2. C-E Glass Division. 3. Ford Glass Company. B. Float Glass (Type FG-A): Clear, 1/4 inch. C. Wire Glass (Type FG-G): Clear, polished both sides, square mesh of woven stainless steel wire of 1/2 inch 1/4 inch thick. Rexburg Headstart EISSA Section 08800 Rexburg, Idaho Page - 1 2.2 SEALED INSULATING GLASS MATERIALS A. Insulated Glass Units: ASTM E774 and E773; double pane with glass elastomer edge seal; outer pane: 1/4" tempered plate glass. Inner pane: Tempered plate glass. B. Butyl Sealant: Single Component; Shore A hardness of 10 to 20 black color; non-skinning. C. Silicone Sealant: Single component; chemical solvent curing; capable of water immersion without loss of properties; non-bleeding, non-staining, cured Shore A hardness of 15 to 25 color as selected. 2.3 GLAZING ACCESSORIES A. Setting Blocks: Neoprene EPDM; 80 to 90 Shore A Durometer hardness. B. Spacer Shims: Neoprene; 50 to 60 Shore A durometer hardness, self adhesive on one face. C. Glazing Tape: Preformed butyl compound Closed cell polyvinyl chloride foam, maximum water absorption by volume of 2 percent, designed for compression of 25 percent to effect an air and vapor seal. D. Glazing Clips: Manufacturer's standard type. PART 3 EXECUTION 3.1 EXAMINATION AND PREPARATION A. Verify that openings for glazing are correctly sized, within tolerance, and glazing channels or recesses are clean, free of obstructions, and ready to receive glazing. B. Seal porous glazing channels or recesses with substrate compatible primer or sealer. 3.2 INSTALLATION -EXTERIOR DRY METHOD (PREFORMED GLAZING) A. Cut glazing tape to length; install on glazing pane. Seal corners with butyl sealant. B. Place setting blocks at 1 /3 points. C. Rest glazing on setting blocks and push against fixed stop with sufficient pressure to attain full contact. Rexburg Headstart EISSA Section 08800 Rexburg, Idaho Page - 2 D. Install removable stops without displacing glazing spline. Exert pressure for full continuous contact. E. Trim protruding tape edge. 3.3 INSTALLATION -EXTERIOR WET/DRY METHOD (PREFORMED TAPE AND SEALANT) A. Cut glazing tape to length and set against permanent stops. Seal corners with silicone sealant. B. Apply heel bead of silicone sealant along intersection of permanent stop with frame ensuring full perimeter seal between glass and frame to complete the continuity of the air and vapor seal. C. Place setting blocks at 1 /3 points. D. Fill gap between glazing and stop with silicone type sealant to depth equal to bite of frame on glazing, but not more than 3/8 inch below sight line. E. Apply cap bead of silicone type sealant along void between the stop and the glazing, to uniform line, flush with sight line. Tool or wipe sealant surface smooth. END OF SECTION Rexburg Headstart EISSA Section 08800 Rexburg, Idaho Page - 3 SECTION 09260 GYPSUM BOARD SYSTEMS PART 1 GENERAL 1.1 SECTION INCLUDES A. Gypsum board with taped and sanded joint treatment. B. Texture finish. C. Gypsum sheathing. 1.2 SYSTEM DESCRIPTION A. Conform to applicable code for fire rated assemblies and in conjunction with Section 05400 and as follows: 1. Fire Rated Partitions: Listed assembly by UL. 2. Fire rated assemblies as detailed and noted on the drawings. 1.3 QUALITY ASSURANCE A. Perform Work in accordance with ASTM C840. GA.-201 -Gypsum Board for Walls and Ceilings. GA-216 -Recommended Specifications for the Application and Finishing of Gypsum Board. GA-600 -Fire Resistance Design Manual. PART 2 PRODUCTS 2.1 GYPSUM BOARD SYSTEM A. Manufacturers: 1. Domtar Gypsum Company. 2. Georgia Pacific. 3. U.S. Gypsum. B. Furring, Framing and Accessories: ASTM C64~. GA-216 and GA-600. C. Gypsum Board Types: 5/8", ends square cut, tapered edges. 1. Fire Rated Type: ASTM C36 fire resistive, UL. rated. Rexburg Headstart EISSA Section 09260 Rexburg, Idaho Page - 1 2.2 GYPSUM SHEAHING BOARD A. Gypsum sheathing to meet the requirements of ASTM C 79, moisture and fire resistant type with water repellant paper faces. 1. Thickness: 5/8". 2. Edges: Square. 2.3 ACCESSORIES A. Corner Beads: Metal. B. Edge Trim: GA 201 and GA 216, U shape exposed reveal bead. C. Joint Materials: ASTM C475 GA 201 and GA 216, reinforcing tape, joint compound, adhesive, and water. D. Fasteners: ASTM C 1002 Type S 12 hardened screws. E. Textured Finish Materials: Latex based texturing material. PART 3 EXECUTION 3.1 INSTALLATION -CEILING FRAMING A. Install in accordance with manufacturer's instructions. B. Coordinate location of hangers with other work. Install ceiling framing independent of walls, and above ceiling work. 3.2 INSTALLATION -GYPSUM BOARD A. Install gypsum board in accordance with manufacturer's instructions. B. Fasten gypsum board to furring or framing with screws. C. Place corner beads at external corners. Use longest practical length. Place edge trim where gypsum board abuts dissimilar materials. 3.3 JOINT TREATMENT Rexburg Headstart EISSA Section 09260 Rexburg, Idaho Page - 2 A. Tape, fill, and sand exposed joints, edges, and corners to produce smooth surface ready to receive finishes. B. Feather coats onto adjoining surfaces so that camber is maximum 1/32 inch. 3.4 EXPOSED FINISH A. Finish all gypsum board surfaces with a knock down skip trowel finish. 3.5 TOLERANCES A. Maximum Variation from True Flatness: 1/8 inch in 10 feet in any direction. END OF SECTION Rexburg Headstart EISSA Section 09260 Rexburg, Idaho Page - 3 SECTION 09650 RESILIENT FLOORING PART 1 GENERAL 1.1 SECTION INCLUDES A. Rubber Base. B. Sheet Vinyl. 1.2 SYSTEM DESCRIPTION A. Floor Materials: Conform to applicable code for flame/smoke rating requirements in accordance with ASTM E84. PART 2 PRODUCTS 2.1 TILE MATERIALS A. Vinyl Composition Tile: ASTM F1066: 1. Size: 12 x 12 inch 2. Thickness: 1 /8 inch 3. Design: marbleized B. Acceptable Manufacturers: 1. Azrock Floor Products 2. GAF Corporation 3. Tarkett 2.2 BASE MATERIALS A. Base: FS SS-W-40, Type I rubber; top set coved; premolded external corners: 1. Height: 4 inch 2. Thickness: 1/8 inch B. Base Accessories: Premolded end stops and external corners, of same material, size, and color as base. Rexburg Headstart EISSA Section 09650 Rexburg, Idaho Page - 1 C. Acceptable Manufacturers: 1. Afco Rubber Corporation. ' 2. Azrock Floor Products 3. Mercer Plastics Company, Inc. 2.3 ENTRY FLOORING A. Shall be equal to Manhattan Pattern Comercial Floor Covering as manufactured by Carpet, ' Inc. The floor covering shall meet the following specifications. ' 1. Construction: Nonwoven. 2. Texture: Hobnail. 3. Face Fiber: Blend of 17-160 DPF Solution Dyed. ' 4. Face Weight: 37 oz. Sq. Yd. 5. Backing: Fire Retardant Latex. 6. Total Weight: 45 oz. Sq. Yd. ' 7. Pile Height:.250 inch (variable. 8. Total Height:.250 inch (variable). 9. Width: 13'-2" Broadloom. ' 10. Flammability: Class I Radiant Panel. 2.4 SHEET VINYL ' A. Sheet Vinyl: Provide 0.085" gauge vinyl sheet flooring, 6' wide, meeting the requirements of Federal Specification L-F-475A(3), type 11, grade A. Design ' elements shall extend throughout the thickness of the wear layer. Colors will be selected by architect from manufacturers standard colors. Sheet vinyl shall be equal to Armstrong classic color. ' B. Coved Sheet Vin 1 S uare Ca shall be e ual to Mercer stock #390 1/8" s uare ca Y q p q q P and shall be manufactured of first-quality material and color shall extend through the thickness of the product. ' C. Adhesives (Cements): Waterproof, stabilized type as recommended by flooring manufacturer to suit material and substrate conditions. Adhesives shall be reviewed and approved by Architect prior to installation. ' D. Concrete Slab Primer: Non-staining type as recommended by flooring manufacturer. ' E. Leveling Compound: Only as directed and approved by the Architect, use latex type Rexburg Headstart EISSA Section 09650 ' Rexburg, Idaho Page - 2 ' as recommended by flooring manufacturer. PART 3 EXECUTION ' 3.1 INSTALLATION -SHEET VINYL ' A. Sheet Vinyl Flooring: Install in strict accordance with manufacturers written instruction with a minimum of seams by the Armstrong securabond installation system with Armstrong 5-2000 adhesive at the seams and 5-235 multipurpose adhesive in the field. Installer shall be competent in the securabond installation techniques or approved equal installation system. Provide an integral 6" coved base and 40" wainscote where ' shown on the drawings, supported by a cove stick having a minimum radius of 7/8" and adhering to the wall with 5-235 using 5-200 (Armstrong or approved equal) at the seams. Cap the integral cooing with a cap strip as specified, vertical and horizontal. ' Caulk all exposed edges of cap, along walls, fixture, fixtures, etc. with S-200 adhesive of silicone caulk. Surface seal all floor & wall seams with 5-553 seam sealing adhesive. ' 3.2 INSTALLATION -TILE MATERIAL ' A. Install in accordance with manufacturer's instructions. B. Spread adhesive and set flooring in place. Press with heavy roller to attain full adhesion. ' C. Terminate flooring at centerline of door openings where adjacent floor finish is dissimilar. Install edge strips where flooring terminates. ' ' D. Scribe floorin to a urtenances to roduce ti ht outs. g PP p g J 3.3 INSTALLATION -BASE MATERIAL ' A. Adhere base tight to wall and floor surfaces. B. Fit joints tight and vertical. Miter internal corners. At external corners, use premolded ' units. 3.5 ENTRY MATS INSTALLATION Rexburg Headstart EISSA Section 09650 Rexburg, Idaho Page - 3 A. Install recessed aluminum frame as detailed on the drawings. B. Tile must be installed using manufacturers specific installation instructions and recommended adhesive. 3.6 CLEANING A. Remove excess adhesive from surfaces without damage. B. Clean surfaces in accordance with owner's instructions. END OF SECTION Rexburg Headstart EISSA Section 09650 Rexburg, Idaho Page - 4 SECTION 09680 CARPET PART 1 GENERAL 1.1 SECTION INCLUDES A. Broadloom carpet direct glued to substrate indicated. B. Flexible clean-off system carpet direct glued to substrate indicated. C. Carpet Base. 1.2 REFERENCES A. ASTM D 2859 -Standard Test Method for Ignition Characteristics of Finished Textile Floor Covering Materials; 1996. B. ASTM E 84 -Standard Test Method for Surface Burning Characteristics of Building Materials; 1997a. C. ASTM E 648 -Standard Test Method for Critical Radiant Flux of Floor Covering Systems Using a Radiant Heat Energy Source; 1997. D. CRI 104 -Standard for Installation of Commercial Textile Floorcovering Materials; Carpet and Rug Institute; 1994. E. NFPA 253 -Standard Method of Test for Critical Radiant Flux of Floor Covering Systems Using a Radiant Heat Energy Source; National Fire Protection Association; 1995. 1.3 SUBMITTALS A. Shop Drawings: Indicate seaming plan, method of joining seams, direction of carpet pile and pattern and location of edge moldings. C. Product Data: Provide data on specified products, describing physical and performance characteristics; sizes, patterns, colors available, and method of installation. Rexburg Headstart EISSA Section 09680 Rexburg, Idaho Page - 1 D. Samples: Submit two samples 12 x 12 inch in size illustrating color and pattern for each carpet and cushion material specified. F. Manufacturer's Installation Instructions: Indicate special procedures. G. Maintenance Data: Include maintenance procedures, recommended maintenance materials, and suggested schedule for cleaning. 1.4 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing specified carpet with minimum three years documented experience. B. Installer Qualifications: Company specializing in installing carpet with minimum three years experience. 1.5 ENVIRONMENTAL REQUIREMENTS A. Store materials in area of installation for minimum period of 24 hours prior to installation. B. Maintain minimum 70 degrees F ambient temperature 24 hours prior to, during and 24 hours after installation. C. Ventilate installation area during installation and for 72 hours after installation. 1.6 EXTRA MATERIALS A. See Section 01600 -Product Requirements, for additional requirements. B. Provide 10% of the total yardage installed of each type, color, and pattern specified. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Carpet: See data sheet at end of the section. Rexburg Headstart EISSA Section 09680 Rexburg, Idaho Page - 2 2.2 CARPET BASE A. 4" wide base made of some carpet from manufacturer as used in each room. B. Top of base serged with 1-1/4" polyester binding fabric. Color to be chosen by Architect from standard color selection. C. Roll edges of binding fabric under and sew along top edge of carpet base. 2.3 ACCESSORIES A. Sub-Floor Filler: Type recommended by carpet manufacturer. B. Adhesives: Compatible with materials being adhered. C. Seam Adhesive: Recommended by manufacturer. D. Contact Adhesive: Compatible with carpet material; releasable type and suitable for substrate indicated:. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that sub-floor surfaces are ready to receive carpet. B. Verify that sub-floor surfaces are dust-free, and free of substances which would impair bonding of adhesives to sub floor surfaces. C. Verify that concrete sub-floor surfaces are ready for carpet installation by testing for moisture emission rate and alkalinity; obtain instructions if test results are not within limits recommended by carpet manufacturer and adhesive materials manufacturer. 3.2 PREPARATION A. Remove sub-floor ridges and bumps. Fill minor or local low spots, cracks, joints, holes, and other defects with sub-floor filler. Rexburg Headstart EISSA Section 09680 Rexburg, Idaho Page - 3 i~ B. Apply, trowel, and float filler to achieve smooth, flat, hard surface. Prohibit traffic until filler is cured. C. Clean substrate. 3.3 INSTALLATION -GENERAL A. Verify carpet match before cutting to ensure minimal variation between dye lots. B. Lay out carpet and locate seams in accordance with shop drawings: 1. Locate seams in area of least traffic, out of areas of pivoting traffic, and parallel to main traffic. 2. Do not locate seams perpendicular through door openings. 3. Align run of pile in same direction as anticipated traffic and in same direction on adjacent pieces. 4. Locate change of color or pattern between rooms under door centerline. 5. Provide monolithic color, pattern, and texture match within any one area. C. Install carpet tight and flat on subfloor, well fastened at edges, with a uniform appearance. 3.4 DIRECT-GLUED CARPET A. Double cut carpet seams, with accurate pattern match. Make cuts straight, true, and unfrayed. Apply seam adhesive to cut edges of woven carpet immediately. B. Apply contact adhesive to floor uniformly at rate recommended by manufacturer. After sufficient open time, press carpet into adhesive. C. Apply seam adhesive to the base of the edge glued down. Lay adjoining piece with seam straight, not overlapped or peaked, and free of gaps. D. Roll with appropriate roller for complete contact of adhesive to carpet backing. E. Trim carpet neatly at walls and around interruptions. F. Extend carpet as base finish up vertical surfaces to form base. G. Complete installation of edge strips, concealing exposed edges. Bind cut edges where not concealed by edge strips. Rexburg Headstart EISSA Rexburg, Idaho Section 09680 Page - 4 3.5 CARPET BASE INSTALLATION A. Precut base so seams occur only at inside corner. B. Scribe base to floor. C. Spread adhesive over back side of base up to bottom of surge on edge. D. Finish base ends that terminate at door frames or vertical trim with 45 degree angle "birdsmouth" cut so severed edge turns down to contact frame or trim. E. Do not allow adhesive beyond edge of base. Remove excess adhesive. 3.6 CLEANING A. Remove excess adhesive from floor and wall surfaces without damage. B. Clean and vacuum carpet surfaces. 3.7 CARPET SCHEDULE A. Provide carpet as scheduled on the following "Data Sheets". BROADLOOM CARPET DATA SHEET 1.1 WARRANTY 10 year written warranty for: A. 20 lbs. tuft bind B. No more than 10 % face fiber loss C. No delamination (chair pads not required) D. No edge ravel (seam sealer not required) E. Static Protection (will not lose static property during warranty period) Rexburg Headstart EISSA Section 09680 Rexburg, Idaho Page - 5 F. Labor, material, and freight where replacement on any of above is required, 100% FULL REPLACEMENT, NO USER CHARGES. G. Provide a signed, type written guarantee to DPW to correct conditions due to faulty installation including reglueing of carpet which may occur within one (1) year from the date of acceptance of the installation. H. Provide carpet mill's Ten (10) year written guarantee. I. All other materials used shall be guaranteed for a period of one (1) year. 1.2 QUALITY ASSURANCE Test MethodStandard A. Static Generation: AATCC-134 3.5 KV Max. B. Tuft Bind: ASTM D-133520 lbs. Ave. C. Delamination Strength:ASTM D-39365 lbs per in. min. 1.3 BROADLOOM CARPET: A. Weave: Tufted B. Surface Texture: Multi-Level Loop C. Gauge: 1/8 or 1/10" D. Stitch Count: 8.1 per inch min. E. Pile Height: .190 Average F. Face Yarn Weight: 28 oz. per square yard. Finished face weight. G. Dye System: Solution Dyed. H. Face Yarn: 4 ply Antron Legacy by Dupont. I. Type Face Yarn: Type 6.6 - NO SUBSTITUTION. Rexburg Headstart EISSA Section 09680 Rexburg, Idaho Page - 6 J. Backing Construction: Manufacturers standard backing to provide 20 lbs. Tuft bind pull. K. Bonding Agent: Hot Melt Thermoplastic or approved equal. L. Total Weight: 69 oz. per square yard, min. M. Width: 12 feet N. Static Control: 3 KV @ 70 degrees 20 % R.H. 1.4 COLOR A. Color to be chosen by Architect. Four different colors of carpet required, refer to drawing for yardage requirements of each carpet color. 1.5 ACCESSORIES: A. Heat Tape: Orcon "Super 3" or Roberts "50-33". B. Adhesive: Water resistant type as recommended by carpet manufacturer. C. Homopolymer vinyl transition strip where required similar to Mercer 710 1.6 MANUFACTURER'S A. Lees B. Mohawk C. Shaw Rexburg Headstart EISSA Section 09680 Rexburg, Idaho Page - 7 FLEXIBLE CLEAN-OFF CARPET DATA SHEET 1.1 CONSTRUCTION A. Type of Pile: Cut Pile B. Face Yarn: 100% nylon 6.6 BOF C. Primary Backing: Non-woven Polyester D. Backing: Fire Retardant Latex (FR) E. Total Weight ISO 8543: 100 oz./per square yard. F. Total Thickness ISO 1765: 0.37" G. Pile Yarn Weight: 28 oz./per square yard H. Stitches Per Inch: 8.0 1.2 ANTISTATIC CHARACTERISTICS A. Static Loading: Less than 2.0 KV 1.3 FIRE RESISTANCE TEST A. ASTM E648 Radiant Panel: Class 1 B. ASTM E662 Smoke Density Non-Flaming Mode: DS 10 DM95 C. ASTM P2859 Methenamine Tablet 1.4 WARRANTY A. S year pro-rated on wear and performance, conditional on the product being installed and maintained according to the manufacturer's recommendations. 1.5 COLOR A. Color to be chosen by Architect. One color of carpet required. Rexburg Headstart EISSA Section 09680 Rexburg, Idaho Page - 8 1.6 MANUFACTURERS A. Bonar Floors Coral Brush FR or equal. END OF SECTION Rexburg Headstart EISSA Section 09680 Rexburg, Idaho Page - 9 SECTION 09900 PAINTING PART 1 GENERAL 1.1 SECTION INCLUDES A. Surface preparation and field application of paints and coatings. 1.2 SYSTEM DESCRIPTION A. Finish Materials: Conform to applicable code for flame/smoke rating requirements. 1.3 SUBMITTALS A. Product Data: Provide data on all finishing products. Provide standard manufacturer's color chips for color selection by the architect. 1.4 ENVIRONMENTAL REQUIREMENTS A. Store and apply materials in environmental conditions required by manufacturer's instructions. PART 2 PRODUCTS 2.1 MATERIALS A. Manufacturers: 1. Sherwin Williams. 2. Columbia. 3. Spectratone. 4. Benjamin Moore 5. Ponderosa B. Coatings: Ready mixed except field catalyzed coatings of good flow and brushing properties, capable of drying or curing free of streaks or sags. C. Accessory Materials: Linseed oil, shellac, turpentine, paint thinners and other materials required to achieve the finishes specified. Rexburg Headstart EISSA Rexburg, Idaho Section 09900 Page - 1 PART 3 EXECUTION 3.1 EXAMINATION AND PREPARATION A. Verify that substrate conditions are ready to receive work. B. Measure moisture content of porous surfaces using an electronic moisture meter. Do not apply finishes unless moisture content is less than 12 percent. C. Correct minor defects and clean surfaces which affect work of this Section. D. Remove electrical plates, hardware, light fixture trim, escutcheons, and fittings prior to preparing surfaces or finishing. E. Gypsum Board Surfaces: Fill minor defects with latex compounds. Spot prime defects after repair. F. Shop Primed Steel Surfaces: Sand and scrape to remove loose primer and rust, power tool clean, clean surfaces with solvent. Prime bare steel surfaces. G. Interior Wood Items Scheduled to Receive Paint Finish: Wipe off dust and grit prior to priming. Seal knots, pitch streaks, and sappy sections with sealer. Fill nail holes and cracks after primer has dried; sand between coats. H. Interior Wood Items Scheduled to Receive Transparent Finish: Wipe off dust and grit prior to sealing, seal knots, pitch streaks, and sappy sections with sealer. Fill nail holes and cracks after sealer has dried; sand lightly between coats. 3.2 APPLICATION A. Apply products in accordance with manufacturer's instructions. B. Sand transparent finishes lightly between coats to achieve required finish. C. Where clear finishes are required, tint fillers to match wood. D. Reinstall electrical cover plates, hardware, light fixture trim, escutcheons, and fittings removed prior to finishing. 3.3 CLEANING Rexburg Headstart EISSA Section 09900 Rexburg, Idaho Page - 2 A. As work proceeds, promptly remove finishes where spilled, splashed, or spattered. 3.4 SCHEDULE -INTERIOR SURFACES (Sherwin Williams) A. Proprietary Names used to designate colors or materials are not intended to imply that products of named manufacturers are required to exclusion of equivalent products of other manufacturers. Interior: Steel doors and frames (primed surfaces): 1st Coat: DTM Acrylic Gloss Coating, B66 Series. 2nd Coat: DTM Acrylic Glass Coating, B66 Series. Hardwood Veneer Doors: 1st Coat: S-W Interior Oil Stain, A48 Series. 2nd Coat: S-W Sherwood Natural Filler, D70T1. 3rd Coat: S-W Oil Base Varnish, Gloss A66V91. 4th Coat: S-W Oil Base Varnish, Satin A66 Series. Drywall (Semi-Gloss Finish: 1st Coat: S-W ProMar 200 Latex Wall primer, B28W200 (4 mils wet, 1.2 mils dry). 2nd Coat: S-W ProMar 200 Latex Semi-Gloss, B31 W200 Series. 3rd Coat: S-W ProMar 200 latex Semi-Gloss, B31W200 Series (4 mils wet, 1.3 mils dry per coat). Exposed Concrete Floors: 1st Coat: S-W Concrete and terrazzo sealer B44V22. 2nd Coat: S-W Industrial Enamel, B54 series. 3rd Coat: S-W Industial Enamel, B54 series (4 mils wet, 2 mils dry per coat). Rexburg Headstart EISSA Section 09900 Rexburg, Idaho Page - 3 ' SECTION 10523 FIRE EXTINGUISHERS PART 1 GENERAL 1.1 SECTION INCLUDES A. Fire extinguishers. ' B. Mounting brackets. ' C. Accessories. 1.2 REFERENCES ' A. NFPA 10 -Standard for Portable Fire Extinguishers; National Fire Protection Association. B. UL (FPED) -Fire Protection Equipment Directory; Underwriters Laboratories Inc.. 1.3 PERFORMANCE REQUIREMENTS ' A. Conform to NFPA 10. B. Provide extinguishers classified and labeled by Underwriters Laboratories Inc. for the purpose specified and indicated. 1.4 ENVIRONMENTAL REQUIREMENTS ' A. Do not install extinguishers when ambient temperature may cause freezing of extinguisher ingredients. PART 2 PRODUCTS ' 2.1 MANUFACTURERS ' Rexbur Headstart g EISSA Section 10523 ' Rexburg, Idaho Page - 1 A. Manufacturers: 1. Larsen's Model MP10. 2. Potter-Roemer Model 3010. 3. J.L. Industries, Inc. Model Cosmic 10E. 2.2 FIRE EXTINGUISHERS A. Dry Chemical Type: Cast steel tank, with pressure gage. 1. Class ABC. 2. Size 10. 3. Finish: Baked enamel, red color. B. Foam Type: Stainless steel tank, with pressure gage. 2.3 ACCESSORIES A. Fire extinguisher cabinet shall be equal to Larsen-loc, rolled edge, semi-recessed full glass cabinet. PART 3 EXECUTION 3.1 EXAMINATION A. Verify existing conditions before starting work. 3.2 INSTALLATION A. Install in accordance with manufacturer's instructions. B. Install mounting brackets plumb and level where indicated, 40 inches from finished floor to bottom of extinguisher bracket. C. Secure rigidly in place. D. Place extinguishers on wall brackets. END OF SECTION Rexburg Headstart EISSA Section 10523 Rexburg, Idaho Page - 2 1 ' JAN 18,2006 Specifications Page 1 of 3 HEA178 Project: HEADSTART REXBURG revised ' Ron Holt (208) 522-5370 Fax: (208) 522-5453 From: To: Timothy Carroll BS i3< R Equipment Co. ' (208) 733-4221 Fax: (208) 733-4308 ITEM NO. 1 -SINK 3-COMPARTMENT (1 ea required) ' SSP, Inc (Spokane Stainless) Model 3C1620-2-18 Standard 3-Compartment Sink, 18" left & right drainboards, 16" wide x 20" front-to-back x 12" deF:p, 10`'' backsplash, 16 ga. s/s top 8~ bowl, g"alvanized legs wladj. plastic feet, raised 1-1/2" rolled edge, includes (3) 3-1/2" basket strainers, ' contact factor Accessories: 1 ea. FISHER Model 2210-WB Pre-Rinse Assembly, wall-mounted mixing valve, 8" add. centers, with spring action ' flexible gooseneck, with spray head (2.6 GPM), with wall bracket 1 ea. FISHER Model 2901-14 Add-On Faucet, for rigid control valves, 14" swing spout ITEM NO. 2 -DISHWASHER, UNDERCOUNTER (1 ea required) Moyer Diebel Model 301 HT Dishwasher, undercounter, high temp. w/40° rise built-in booster heater, approx. 20 racks/hr cap., w/side panels 8~ top, s/s upper 8~ lower wash/rinse arms, drain pump, rinse aid 8 liquid detergent pumps std., (2) 20x20 racks (1) flat 8. (1) ' peg, 1 hp, NSF Accessories: 1 ea. Voltage to be verified with lobsite ' 1 ea. One year parts and labor warranty, standard ITEM NO. 3 -SHELVING, WIRE (1 ea required) ISS Shelving Model 2436C ' Shelf, wire, 24" wide, 36" long, chrome-plated finish 4 SHELVES AND 4 POSTS ' ITEM NO. 4 -SINK, HAND (1 ea required) Krowne Metal Model HS-2 ' BS 8~ R Equipment Co. ' JAN 18,2006 Specifications Page 2 of 3 H EA178 ' Hand Sink, 17" x 15" OA, wall mount w/bracket, 10" wide x 14" x 6" deep com partment, splash mount gooseneck faucet, 1-1/2" drain, stainless steel construction ITEM NO. 5 -CONVECTION OVEN, ELECTRIC (1 ea required) Moffat Model E32MS Turbofan® Convection Oven, electric, cook i;< hold, full size, single-deck, 1-hr. cook cycle timer 8~ 3-hr. hold timer, water injection, (4) full size sheet pan cap., s/s exterior, door w/glass panel, porcelain interior, 6kw Accessories: 1 ea. 1 year parts and labor warranty 1 ea. 208v/60/1 ph, 40 amp (each) 1 ea. Moffat freight program -single unit (NET) ITEM NO. 6 - PROOFER/HEATER CABINET, MOBILE, REACH-IN (1 ea required) Metro Model C175-C4N Proofing/Holding Cabinet Combination, mobile, full height, non-insulated with removable heater assembly, with wire rack w/3" slide spacing, capacity 17 - 18" x 26" pans, all aluminum w/clear polycarbonate door ITEM NO. 7 -WORK TABLE, 60" LONG (1 ea required) ' Duke Manufacturing Model 418-3060 Work Table, s/s top, 30" wide top, without splash, 60" long, with galvanized undershelf and posts, 36" high, 18 gauge, type 400 stainless (Contact factory for price) ITEM NO. 8 -WORK TABLE, 48" LONG (1 ea required) Duke Manufacturing Model 418-3048 Work Table, s/s top, 30" wide top, without splash, 48" long, with galvanized undershelf and posts, 36" high, 18 gauge, type 400 stainless (Contact factory for price) ITEM NO. 9 -WORK TABLE, 48" LONG (1 ea required) Duke Manufacturing Model 418-3048 Work Table, s/s top, 30" wide top, without splash, 48" long, with galvanized undershelf and posts, 36" high, 18 gauge, type 400 stainless (Contact factory for price) ITEM NO. 10 -WORK TABLE, 48" LONG (1 ea required) Duke Manufacturing Model 418-3048 Work Table, s/s top, 30" wide top, without splash, 48" long, with galvanized undershelf and posts, 36" high, 18 gauge, type 400 stainless (Contact factory for price) ITEM NO. 11 -SINK 1-COMPARTMENT (1 ea required) SSP, Inc (Spokane Stainless) Model 1C1620-L-18 Standard 1-Compartment Sink, 18" left drainboard, 16" wide x 20" front-to-back x 12" deep, 10" backsplash, 16 ga. s!s top & bowl, galvanized legs v//adj. plastic feet, raised 1-1 /2" rolled edge, includes 3-1/2" basket strainer, WITH FAUCET BS & R Equipment Co. ' JAN 18,2006 Specifications Page 3 of 3 HEA178 ----- ITEM NO. 12 -RANGE, INDUCTION, ELECTRIC (2 ea required) Vollrath Company L.L.C. Model 69500 ' Intrigue® Commercial Series Induction Range, Countertop, 1800W, 120V, 15A, 181304 s/a cu:_ing; ' s~:!id state digital controls, sloped control panel, 9 heating levels, 7 temp holding positions, Nema 5-15P plug, 16-112"x12-7/8"x4",ETL,FCC,NSF,Im ported ' ITEM NO. 13 - (1 ea required) Greenheck Fan Model CUSTOM steam hood 6- Inludes hood, curb and blower only-- does not include duct or materials needed for install- electrical and ' carpentry by others. ITEM NO. 14 -WORK TABLE, 72" LONG (1 ea required) ' Duke Manufacturing Model 418-3072 Work Table, s/s top, 30" wide top, without splash, 72" long, with galvanized undershelf and posts, 36" high, 18 gauge, type 400 stainless (Contact factory for price) ITEM NO. 15 - REFRIG... REACH-IN (1 ea required) True Food Service Equipment, Inc Model T-49 Refrigerator, Reach-in, Two-Section, 49 cu. ft., (6) shelves, ext'r: 300 series s/s front, alum. ends, int'r: white alum. w/30C ' series sls floor, (2) s/s hinged doors w/locks, dial therm o., 4" castors, 1/2 HP, 115/60/1 ITEM NO. 16 -FREEZER REACH-IN (1 ea required) True Food Service Equipment, Inc Model T-49F Freezer, Reach-in, Two-Section, -10°, 49 cu. ft., (6) shelves, ext'r: 300 series s/s front, alum. ends, int'r: white alum. w/300 series s/s floor, (2) s/s hinged doors w/locks, dial therm o., 4" castors, 3/4HP, 115/60/1 ' Accessories: 1 ea. Warranty - 5 year compressor (self-contained only) 1 ea. Warranty - 1 year parts and labor ' 1 ea. Left door hinged left, right door hinged right standard ITEM NO. 17 INSTALLATION (1 ea required) Custom Items Model INST estimate on Installation of hood, delivery and setup of equipment- includes duct work, welding and parts. Does not include electrical and carpentry. PRICE COMING SEPERATE ' ITEM NO. 19 -SHELVING (1 ea required) ISS Shelving Model SHELVING SHELVING FOR STORAGE- 4 SHELVES HIGH- ESTIMATE DEPENDING ON SET UP BS 8~ R Equipment Co. SPOKANE Model: 3C1620-2-18 Item# 1 ;~,; ST:~:'v€D ARD ~. THREE CUhiPARTt'viEVT SINKS ~Nt„ WITH T«'O DRAIT+BOARDS F=ATURES: iOP & eOWtS t ::!1Si' J ir.". I ~.;^.:e 3C'- >I<3ir e':5 sr~:.~, ' t '~taf S ,iC:~ c'. .. ,~ 5'~~", Jn0 ~;r' ~>ncs 1 .•f. f wG tia .rr.~?l r .: t.t. `; r, ril ~i BACKSPWSH ~ ?° *«;1 r . tr~r ,:.!~ •z ::" r.+i r - c3'. 1g .r..; .>+-: r ..« .. C .Nall r ;_ ...~,, ' ~ ,.:. a »u, r.~ ,r? ~' >, a 4 /;5 1 <' .r 1,Jb5 8n. i :Nr .. {~ "t.t~:~ .. ti .:s ~! ;x 't cif;. ° }~ . y• roes - . ~.EGS .g+s. !.3$ ~ vl8€Ttt?>,C€ 3='v~31txLs`~^. "S1LC1 tv .h Si:kl!':L'::: ~?C•~:. ',•? ' r - , - 1'.C~-.~':$ :lf'.i; dwtUal,3blR ~l~Siai::'4"?: ' ~ iT+tCiJDES s + ~. ~ nq5> z ~ rorr`.~ 5 x ' ~ SPEC-UNE. SERIES:.. .'•_• -O? & BOWLS i t..t i ~1lCK`.:tPI..ASH ,! 5,5, 'r r : s~ ,r r .st'~ y< 'e:;.tt's ai »- ~..~. ~ .1YiE x t. 5:. V i- 3 7 .. .... til f•; "5 Y ~..FCa~ i fi c, ~„',i„ 1r~5 Mt.~..t <-.~.i~.: ' t .~i..r..°,.•.....a.t .s.:,l.ati,.tLr. slam ewe N;~~~ ±.~..• W-IGHT::4faU „Er°-; 'tJ .v-3=gtt' ;+fIJ•,V'. v ~IdET S:7ec•Ltrt+? syrits. tvni~ 5_ a:'he stagy o'.:.^.c sco*ac n:~m~~€ STANDARD S12ES (in.) 1 __ _ _ _ . _ __.._ _ _.____~..~__..~.~._ MODEL BOWLS DRAiNBt)ARDS LENGTH WIDTH HEIGHT 3C;TX,,.a.;r.l ':iX`7 _ ~ 103 ~ -~'~~,. t 3C1iX23 4-1:i 'TC.y'T ttf 91 .'3-1-~ --- __ ,.._.. _ ._ ._ _ __ _, . ._. '(.~3X•}.i1-:3i3 _._. _ . _ .. . t_ _ '~}Q3 _ ?Tt 133 _ _ `~'-t~2 . .S~1iX?~-:-i$ t1'?{21 ~~' 91 _ y.;•tt3 .~ - 3iv1li(X~3.'~.~ t7Xi9 a" t~t3 ,,.-t `' _. - _, _ _.- ___.~. L .. T w ___.___. .Lai+X~~?_?-3C' ,.,__..._-..~....._._. -~cX~a ?C; 5, t ~ CUSTOM SfZFS AVAILABLE! :.:- ~a.,e ~, HEADSTART REXBURG revised BS & R Equipment Co. E~age: 1-1 SPOKANE Model• 3C1620-2-18 Item# 1 1 DATE:. MODEL N{3: SPECIFICATIONS P~o.~~c-r: Tt~P 5T?titiU;l:ftD Tfif23:F C:C~,LtI'.~~R~"'~ifE\T St4t~5 ,___ _ ,, ~ __ {/ r Ct=i`t"tt 'i'~i~'C} C1E~~1£:~£3(3:~£ti7S ~._ •.~.. ) `~~' _ ...~ 'a • t ,v;.r..:~ _. ~ .:;. , i" .~. . r SIDE r-_ .M7 DIt~SENSIONS (in.) MODEL A B C E ~ G L 1+51 ~PPF~OX WT rim ~~~ ,~ ~ ,- ,: _.... __ r... _.._ + t ...____~ __.... _.._ a ,~ x.i ,.._ ....._...., -_.. ._._, _., mR.... _ _ __. ' .. -, .y . ..._ .. • .+ . f s .~ ,., ., s. .,_ ......... ~... a..... _..... _.. ~. _, ~.... ..i i~z. ~ $ ,, w ... ~ :ape "_ ~~ ,}-~ ~ '- ' .. yy .; .. ; .L .y. i ~Y ~i:• i _ ._.._....... i:i ~ S P ... ..:) ! a . _ ....e. .. .._. n - ~ r _.......T.._...-.. + r' 1.: `fie qg R? ~ t 3 i i 3fS~ ,_. _..-...- .~ `~ 3~ .., .rx .....;!C?~-~-.i~J 29 ~j :t) -»-S? 3' t'-tom i~7 :3•:»i=w ;•r:3 i S~z:tfi :3i.GS~$ J~1DgECi TJ ~:^:3^t~£ ) iNC. ...: , .. s ,... iU r;er 5rr:•L~ s~rrv ~. --- _~ y.:sni~ sl at ,h~ . - -- ~:;ar' "<f i ~> ;:vt_x _ . a;rr'r~z,. ... • ... HEADSTART REXBURG revised BS & R Equipment Co. Page: 1-2 ~ SPOKANE Mnrial• ~r1F7(1_7_~R ~+~.,.,~., APPLICATION: PRODUCT NAME: PRE-RINSE SPRING STYLE WALL MOUNT JOB NAME: ^ SPECIAL CONFIGURATION CHECK BASE M QUANTITY: ITEM NO.: ODEL AND OPTIONS) MODEL: ( ' ^ 2210-WB STANDARD SV WITH WALL BRACKET D 2210 STANDARD SV, NO WALL BRACKET D 2210-1W6 ULTRA SV WITH WALL BRACKET ' ^ 2210-1 ULTRA SV, NO WALL BRACKET OPTIONS OR MODIFICATIONS: D SUPPLY LINES (24" OR 36"! CIRCLE !._FNGTH D ADD-ON FAUCET (6",8",10",12",14",16") CIRCLE LGTH ' ^ IN-LINE DUAL CHECK VALVE D BRUSH D NIPPLES ' ^ ELBOWS ^ VANDAL RESISTANT KIT ^ HANDLES (CROSS OR WRIST) CIRCLE STYLE ' ~ ^ OTHER IN-LINE DUAL FEATURES: 38" CHECK VALVE ' [965.2mm] CONTROL VALVE __ * ECCENTRICS ADJUST FROM 7-1/2" TO 8-1/2" * INTERNAL SPRING LOADED CHECK VALVES * SWIVELLING SEAT DISKS ' * HOT SIDE STEM -RIGHT HAND * COLD SIDE STEM -LEFT HAND * STAINLESS STEEL SEATS * STAINLESS STEEL SEAT SCREWS ' `STAINLESS STEEL HANDLE SCREWS 12" HOSE ' [304.8mm] * 36" LENGTH 12" 'STAINLESS STEEL END FITTINGS [304.8mm] 8-1/2" * STAINLESS STEEL EXTERNAL JACKET [215.4mm] * 3-PLY FIBER REINFORCED INTERNE RUBBER HOSE ' BRUSH 'REPAIRABLE IN FIELD WITH SIMPLE TOOLS 7-1/2"-8-1/2" SPRAY VALVE ' [190.5mm]-[215.9mm] * SOLID BRASS SHOWER HEAD - NO "O" RINGS TO LEAK BRONZE HANDLE -NOT PLASTIC -MEANS FULL "ON" 'FITS ALL BRANDS ' ROUGH-IN: ~ * 2.65 GPM AT 80 PSI 2-1/4~ [57.2m ] 4-1/4" (MAX) `SHOWER SPRAY PATTERN [108.Omm] " " ' 3 1/2 NPT WALL BRACKET [76.2mm] FEMALE * ADJUSTS FROM 2" TO 12" 1/2" SLIP JOINT KIT SYSTEM LIMITS * TEMP: 40°F MIN. TO 140°F MAX. STATIC ' PRESSURE 200 PSI MAX. STATIC SHIPPING WEIGHT: 12.0 LBS 7-1/2"-8-1/2" " [190.5mm]-[215.9mm] " 1/2 NPT X 1-3/4 '~ NIPPLES LE (d7/8" .~ /~~~~ I ELBOWS [22.2mmj FISHER MANUFACTURING COMPANY SA ANSI/A112.18 1 M TOLL FREE: 800-421-6162 -FAX: 800-832-8238 . information@fisher-mfg.com - www.fisher-mfg.com HEADSTART REXBURG revised BS & R Equipment Co. Page: 1-3 2-3/4 [89.85] C IIIB a-1/B" A 3-3/4" [155.58] [95.25] 3/8" NPT MODEL DIM "A" DIM "B" DIM "C" 2901 8" [152.4mm] 7" [177.8mm] 10-3/8" [263.5mm] 2901-8 8" [203.2mm] 7-1/2" [190.5mm] 11" [279.4mm] 10" 7-1/2" 11" 2901-10 [254.Omm] [190.5mm] [279.4mm] 12" 7-3/4" 11-1/4" 2901-12 [304.Bmm] [198.9mm] [285.8mm] 14" 8-1/2" 12-1/8" 2901-14 [355.8mm] [215.9mm] [308.Omm] 18.. 9-1/2" 13-1/8" 2901-16 [406.4mm] [241.3mm] [333.4mm] PRODUCE NAME: ADD-ON FAUCET ASSY D SPECIAL CONFIGURATION (CHECK BASE MODEL AND OPTIONS) MODEL: ^ 2901 WTEH 8" SPOUT ^ 2901-8 WTfH 8" SPOUT ^ 2901-10 WITH 10" SPOUT ^ 2901-12 WT1'H 12" 5POU7 D 2901-14 WITH 14" SPOUT ^ 2901-18 WTTH 18" SPOUT OPTIONS OR MODIFICATIONS: ^ VANDAL RESISTANT KIT ^ HANDLES (CROSS OR WRLST) CDZCLE STYLE ^ OTHER FEATURES: • STEM -RIGHT HAPTD ' HOT & COLD INDEX BUTTONS • Sl-IVELLING SEAT DISKS • STAINLESS STEEL SEATS • STAINLESS STEEL SEAT SCREWS ' STAINLESS STEEL HANDLE SCREWS RECOMMENDED SETTINGS • 110'F AT 80 PSI 5YSEEM LU,dITS • TEMP: 40'F MIN. TO 140'F MAX. • PRESSURE 200 PSI MAX. STAT*C SHD?PDYG WEIGHT • 2.5 LBS SH ANSI/A112.18.1M FISHER MANUFACTURING COMPANY ro en n N m 0 ._ a FiEADSTART REXBURG revised BS & R Equipment Co. Page: 1-4 ~ MOYERDBL Model• 301 HT(a~40 Item# 2 Model 301 HT Undercounter High Temperature Dishwashing Machine with Built-in Booster Heater ® Project__ Item No. 1 - ~ _. L~L.L t ~t t~j ~.~.~7 _ _ 1 1 .t I 1 ~ I 1 SP ECIFIER STATEMENT Specified unit will be Moyer Diebel 301 HT undercounter high 1 temperature dishwashing machine with built-in booster, maximum 13" door opening clearance, standard liquid detergent & rinse-aid dispensing pumps, top and side panels. Unit will 1 have standard pumped drain and rinse-sentry feature to ensure proper 180°F final rinse temperature. Optionally, if required, unit will be supplied in 208-240/60/3 voltage. 1 HSF. ~ U~ U~ Quantity. STANDARD FEATURES • Stainless steel, upper and lower wash and rinse arms. • Fresh, final rinse water replenishes wash tank water. • Rinse-sentry feature. Ensures proper 180°F/82°C final rinse temperature. • Standard liquid detergent & rinse-aid dispensing pumps. • Top and side panels. • Wash tank heater maintains water at required temperature. • Standard pumped drain, flexible fill and drain lines and standard line strainer for total ease of installation. • Low .74 US gal. (0.62 imp gal/2.9L) water usage per rack. • 150 second cycle time. 20 racks per hour capacity • 13" [330mm] door opening accommodates cafeteria trays. • Energy efficient -only 20 or 30 Amp hreaker required for 40°F/22°C rise. • Complete with two 20" x 20" [508mm x 508mm] racks (one peg and one flat bottom). • Pressure regulating valve (PRV) • One year parts and labor warranty. OPTIONS & ACCESSORIES ^ 70°F/39°C rise booster P/N 0710714 ^ CST- Combination sink/table Machine on right P/N 180374 ^ CST- Combination sink/table Machine on left P/N 180350 ^ Flat bottom dishrack P/N 101273 ^ Peg dishrack P/N 101285 ^ Three phase machine available ui - ------ ~ Moyer Diebel -USA P.O. Box 4183, Winston-Salem, NC 27115 Tel: 336/661-1992 Fax: 336/661-1979 800/228-8350 www.moyerdiebel.com a` 1 o Moyer Diebel Ltd. -Canada o 2674 North Service Rd., Jordan Station, Ontario, Canada LOR 1 SO Tel: 800/263-5798 Fax: 905/562-4618 e~~ ~ sales@moyerdiebellimited.com °"' O C Z m C Z m v m HEADSTART REXBURG revised BS & R Equipment Co. Page: 2-1 Simply Engineered Better ~ MOYERDBL Model 301 HT(a~40 Item# 2 r/ . 3o~HT Undercounter Simply Engineered Better High Temperature Di~hwashina Machine with Built-in Booster Heater Dimensions shown in inches and [millimeters] 38 5/d° [981 ] 235/8 " [600] ~ --175/x' [448]-- 3'/<" [95] --- 1Q ' } O -r-E-, .'~ 33'/" [851] ~' 13" ' 30" [ 762] ~ [330] ~~ Clealance i ~ ~ 14'/a' [241 ] t ' 9'/d' (241 ] ~ 51 ] [356] 2 3 Front View Side View Uncrated Crated lieight* 33 1/2" [851] 39-1/2" [1003] width 23-5/8" [600] 25" [635] Depth 23 7/8" [606] 25-1/2" [647] Ship Wt. Ibslkg 148167 165175 * Front leveling feet provided. SPECIFICATIONS Capacity NSF Racks per hr. 20 Motor Horsepower Wash 1 Water Consumption Gal. per hr. (max. use) US gal. (imp. gal/liters) 1 Gal. per rack 4.6 (55/12) US gal. (imp. gal/liters) .74 (2.9/.62) Temperatures °F/C Wash (minimum) 150/66 Rinse (minimum) 180/82 Heating Tank heat, electric (kW) 2 Electric booster (kW) required for 40°F/22°C r ise) 4 (kW) required for 70°F/39°C ri se) 6 Time Cycle in Seconds Wash 120 Rinse 15 Dwell 15 Total 150 6] Plan View U tilities 1 Electrical 208-240/60/1 or (optional 3 phase); hard wiring required (see boxes below) 2 Hot Water 140°F/60°C Min., connection for 40°F/22°C rise booster. 110°F/43°C Min., connection for 70°F/39°C rise booster. 6 ft, long 112" I.D. flexible fill hose with 3/4" hose connector. Flow pressure: 18-22 psi (124-152 kPa), PRV supplied 3 Drain Connection 6 ft. long, 3!4" I.D. flexible hose. Max. drain flow: 8 US gpm; 30 Ipm; 7 imp. gpm 301 HT with 40°F Rise Electric Booster 301 HT with 70'F Rise Electric Booster I Eiec Specs. Rated Amps Minimum Supply Circuit Ampacity Maximum Overeurrent Protective Device 208/60/1 21 30 30 230/60/1 22 30 30 *208/60/3 14 20 20 '230/60/3 15 20 20 Eiea Specs. Rated Amps Minimum Supply Circuit Ampacity Maximum Overcurrent Protective Device 208/60/1 28 40 40 230160/1 31 40 a0 *208l60l3 19 25 25 *230/60/3 20 25 25 'Special Order Only Warning: Plumbing and electrical connections should be made by qualified personnel who will observe all the applicable plumbing, sanitary and safety codes. Due to an ongoing value analysis program at Moyer Diebel, specifications in this catalog are subject to change without notice. (2M) 9l03 HEADSTART REXBURG revised BS & R Equipment Co. Page: 2-2 KROWNE Model: HS-2 Item# 4 .~ ~i-rown ~ ' ~ (~ e 1 i~ ~1 Model HS-9 ~y~?:;~ -V-.•` { ^ ~~~ Model HS-2 ~,s ~3~ Model HS-5 •, ~- -' ~e ~. E ~~_~. ,. f ~ Model HS-7 n ~ i J ~~~-~" t ~ ';':' -:.u;. '° Model: Item #: Model HS-1 ~ Project: 3 + ~ f I Y Model HS-4 _ . r~ ~' n, ~ ,~ ; .. _ ; Model HS-6 Model HS-8 :~~~ 3 »~". # ; ~ j . ~ e, .~., Quantity: • Fabrication: One piece 304 series stainless steel. All seams tig welded and polished. • Bowl: Deep drawn with stamped rim on 17" models to prevent spillage. • Wall Mounting Bracket: Offset design for added strength. • Faucet: 4" OC faucet supplied (wall or deck). • Drain: Stainless Steel. • Drain with Overflow: Stainless Steei with plastic overflow tube and inlet. • Plumbing: 1/2" IPS hot and cold water. 1 1/2" IPS drain outlet. Model HS-10 ~1f ~ ,. "'~~ .,~ ., ~ Approved By: ~ VJ ~, ~l ~ ~ ~Crowne Metal Phone: 800-631-0442 Corporation 257 Verona Ave. Newark, New Jersey 07104 FAX: 973-485-1424 ozios www.krowne.com sales@krowne.com 2.1 HEADSTART REXBURG revised BS & R Equipment Co. Page: 4-1 ~ KROWNE Model: HS-2 Item# 4 1 .~ ~i-rown e 1 Model: Item #: H S-9 ~~-t2 ~ 12 lbs. 2" i6-1/4" 11314" ~ 1 43/4" ~~. 7„ - ~ 12" 9,• I 2-~ 9:, { i ~ II - 5 1~ " 1-iiz IPS- ~' ~_ 6„~ ~_-10,t~ H S-4 14 lbs. II 14' 11 ~„ 1s° 10" D 15" I ~_ L 8„ 18-1/2" t ~ 10" ~ ~ 14" 1--•- -~ \ &516" ~t-I2' IPS 14 i -6-5/6" H S-7 ___ „" ~--14"-~ 30 lbs. ~,. 1s° it „ 1 47/4" t 7-1/4" 24' ~'p:. 8• 74" I 2" ' - 6. 1 . ~~1-1/2' IPS 8.5ro" ~~':- 6-5/6" Options: check box(es) for required opt ^ H-109 Faucet Upgrade ^ H-100 1 1/2" IPS Chrome Plated I ^ H-102 Wrist Handle Faucet ^ H-103 Wrist Handle Kit Plumbing Requirements: Install 36° Working Height Approved By: 1/2" Faucet Supply 12" from Floor 1 1/2" Drain une 23 1/4" from Floor Due to our commitment to continued product improvement, .. aNcuu~auvna arc auulcu <~ u~a iyc wnnwi iwuw. ~Crowne Metal Phone: 800-631-0442 1 Corporation 257 Verona Ave. Newark, New Jersey 07104 FAX: 973-485-1424 ovos www.krowne.com sales@krowne.com HEADSTART REXBURG revised BS & R Equipment Co. Page: 4-2 MOFFAT Model: E32MS Item# 5 ' Full size .Electric Convection Oven ' i:,`~T Robust stainless steel exterior for long life ' ~~~ Porcelain inner for easy cleaning and durability ~'~~ f taextra vie b l ri or with large viewing window oJl Door is field reversible for #ine end positioning ' ~~' Sta cool hea dot stainles s eel ~~'~ y vy y s t door handle ' ~ 4 full sheet pan capacity {6 with optional cookie kit) J ' ,`~~'~ Not reversing air fan system for more even bake results ,~• '~;~~ Easy to use mechanical controls '~~ l ~'~~ ~ 6Q minute timer fior baking ~"` ~~'~ 3 hour roasting timer with cook n hold system ' %T Internal fighting a~T Water injected steam {hook-up optional) `J, Compact footprint -only 2$" x 32" and stackable ~.'~~' Quiet in operation -can be used front of house E32 -JT Utility required only 40 arnp breaker {6kW) . 2 1 ~~~~>~ ^ ~~ E32 Unit shall be a Moffat etecirically heated Turbofan comreciion oven with hot air reversing fan system ETL listed IUt. Std 197) and NSF listed (NSF-4}. Tho oven shat hove a one piece vitreous porcelain onamol oven lirazr, stainless steel top and sides with singto siainloss steal door and full size viewing window Door shall be fiaki reversible. oven liner shah be insulated on all aides end have capacity for 4 full size sheet pans of t3 with cookie kit option. The oven temperature shall be controlled by a mechanical thermostat and shall have a bake timer, roast tuner, cook 'n hold system and feature water iniectlon for optional connection. Oven shalt ba nble to be double stacked with stacking kit, bench mouetad on 4' legs, or mounted an Moffiat's A25 Starxl or E87 fi'roafer. akw optional. HEADSTART REXBURG revised BS & R Equipment Co. Page: 5- MOFFAT Model: E32MS Item# 5 ' FLill Size Electric Convection Oven ' coNSTRUCTION Stainless statti top snd sides Emmet{ av8n interior Field reversible dear Toughened t'.vtn pantt daarglass Strong and st•~lish door handle ' 1 pan capacity (4 wire even racks vtcludedl Fully insulated Enamel cnntrnE panel Fully enclosed motor ' CONTROLS Jn; utf swr(c:h r+Aacnanical thermostat, variabltt between 75U°F to 6U0°F ' 1 hour bake timer with buzzer 3 hour mast timer Cook n held foolery preset ai 158°F (range i4t}°F to 194°F} Wafer injection steam {rnomrtntary switch} }iat r9versln>j fern system 2 even Lghts ' CLEANING A1tJD SERVIG{NG E.t~;y rla.r;t rta+n[e:s stec~! anal an.tmci surf.,ces iuily rerravatala racks and Waffle :.cc~ .; to al! contrais frcrn ircnt panl:4 r'vll -recess side serrice panof Remnvab[g cnnr seals. OPT1gNS ' Cookie klt Ea7 praoher Dnuhle SteckrRg klt F?JI1 range et 78" :Y 2ti" pans r:]lickCn raC!r3 Stand with ryasl,3rs ~3Z HEADSTART REXB SPECIFICATIONS Electrical requirements 208V, 50Nz, EikW. 28.SA 22U-13CV, EOkz, o.tiBkW, 27.8A 1 phrase, 2 wire + GNU (cord Ft connection required) Water ',f<" thread 80psr max Inlet pressure .~.flp5f ntln 1/r 1, L'l prelSUie External Dimensions Heit,7hi 26s''' iG70mrn) Oepth 32° (8iflrnm} lntemal Dimensions 'v`fdth 18" (d6Qmm} Hpighi 27" (533mm1 Depth Zf" (£inOmm) Oven Rack Dimens)ons 'rtlidth ta° (-1bOmm) Ds:pttt 7.6' 'a'a0mm! Oltt.vaen racks 5" 47?_5mm3 3" i75mm} v,ith cookie it Nett Y/eight lal Irs ;32kgi Packing Data ae21b~ (128kg} 19.sN' {0.58m~) +Alteith 2`)' ~" i75Umm) Height 31 ~' (785mm} Depth 37' !945mm) ]Z" K'AtE.9 I ICSRIt'AL L.,, n, }ter ~- ' ~c z v a= ,,., ., r:.r !~' _ ~~ a -r, ,.; .Y. /.yam ~ ~ ~_ ? Nyy ~ ~ ~ 3 r.' 1 - a~'' /1S~i~-" Yti - - ~_.. ,~.......~v,:i ,zee r -. >.. . , ~~ ~ ~ _ 'I - fj """ , ~'i ~..; i' . r ~F "Wars .~-. .~- .~.~:; .mot , ~'~':ll • 1 1 '~l 7 ;~r r.yY`+s7.,~.r j ~;~ t ~~$} NYENF `` ~ r ,~, f _,' 1 t,t., -;.:~ ~~ _ „ ,~ :-, iso soot i ~Ll ~ :~ I A,I r.,lnpltn ~,6i1LLI3 'A !7Y1,,:nnA .M1t mpR,.tA: :1~'ro hY •' ~ ' ~' ~Y 1.t ~ 'a - "" ~ ~,t U}t.ll :i:l ll:l! g t Y IYf1UlnlIIU IIJrI ~r f ,ltCLll rt SYtt i , ~ M~yyt+ ~~ SO 4Ca1 aunhry manngem ent ry+rem, ro~. j uor ~~~'alll wlwanru.:~aw{ _ ~~ .nm aeai n 11 7 ~ sula~Wnx real 'i,:.,l un;pY 4•,Uit, w...unr.y u :r.., du.rt hn; ,'~ ,c~Qicv a: as nmcs ..„a' - ,. l - Ebb EIy x .t __.__a~....~~ ._.,..,.,._._. A.~.~.~~. _~.~.._.,.„_~.~ ..{,.. ,. a e : ~'/. a revised BS & R Equipment Co. Page: 5-2 Zlj"~ I55chnml ig" ~ METRO Model: C175-C4N Item# 6 ~ ~i~ Item # Job COMBINATION PROOFING/HOLDING CABINETS ' C175 FlavorViewT"' Series Choose Proofing or Holding Mode: CM2000 ' combination proofing/holding module changes from proofing to holding or vice versa at the flick of a switch. Adjust temperature and humidity individually. In proofing mode, one heating element below the water ~ pan and one in the air stream are activated. In holding ' mode, one element in the air stream is activated. Blower-forced air circulation - at front: back and sides - assures uniform temperature throughout the cabinet. vVide, shallow chimney equalizes air circulation. • See Through Door: The see-through door has dual magnetic latches which keep it closed securely. Afull- length handle provides easy, one-handed opening by right- or left-handed operators. Door is field reversible. ' For transporting food in the holding mode, the cabinet is equipped with a transport latch. • Conserves Energy: The door has a tough, clear ' window which permits viewing contents without opening the cabinet. Door is fully gasketed, preventing heat/humidity leakage. ' Digital Thermometer: Mounted in the unit with the sensing bulb stationary inside the cabinet for more consistent readings during frequent cabinet opening. • Easily Accessible Controls: The control panel is recessed to protect controls and angled for easy viewing. All controls are on the outside, so they can be adjusted without opening the door and disturbing the atmosphere inside the cabinet. Easy to Clean: Slide racks, heat module, and chimney ' can be removed easily, without tools, for thorough cleaning. Model 4 racks come in two pairs to fit in pot sinks. Door can also be lifted off for easier access ' to interior. • Accommodates Various Tray Sizes: Two slide options - 3" (76mm) spacing and 1'/z" (38mm) spacing - permit cabinets to accommodate various tray sizes. (See specifications on back.) Model 4 racks -with 3" ' (76mm) spacing -also adjust laterally to take both 18" (457mm) and 20" (508mm) width trays and pans. • Drip Trough: Drip trough and removable pan contain ' condensation, preventing. wet floor conditions. • Available In Full and 3/~ Height Models to accommodate a variety of applications. ' 2.6 ot. Stainless Steel Water Pan. ' InterMetro Industries Corporation • North Washington Street Wilkes-Barre, PA 18705 www.metro.com ;. FULL HEIGHT 3/a HEIGHT Copyright ©2000 fnterMet~o Industries Corp. 0 _. .~. O 3 O ~_ Q. ~' \+ a_ N n J Ul O CD 3 CD _~_ CD HEADSTART REXBURG revised BS & R Equipment Co. Page: 6-1 ^ METRO Model: C175-C4N Item# 6 a~ .~ ~> i L(~ T U N v ~~ r^~ i ~ a 0 ' ^~ E 0 ~° ~~ Job COMBINATION PROOFING/HOLDING CABINETS C175 FlavorViewT""Series Specifications - . ~ • Material:.063" (1.8mm) high-strength, 1'/z' x'/z" x .063" (38 x 12 x 1.8mm) continuous blower, perforated air duct natural-finish aluminum, with brushed channel slides. All slide racks are at back, master switch and "Power On" exterior surfaces..125 chassis. removeable for thorough cleaning. light; 7'/z-foot (2260mm), 3-wire lead • Top & Bottom: Brake-formed from flat Casters: Two BSDN on back - cord with NEMA 5-20P straight male sheet into box-shaped section. 5° (127mm) double ball bearing swivel, plug. Entire unit may be removed • Sides & Back: Brake-formed from flat ball bearing axle, nickel-plated, donut without tools. I_II , CUI_. Pnrf (`.ISF listed. sheet stock, with smooth, unobstructed neoprene-tired, prelubricated, bolted interior walls for complete air circulation. through chassis. Two 85DN8 on front - ~6~ I~-c~-{ • Door: Extruded aluminum frame with same as above, with wheel brake. full-length clear window swings 270 Electrical: CM2000 Combination degrees against side; double hinged; Proofing/Holding Module - 1990 watt, extruded aluminum full-length handle; 120 VAC, 16 amp, 60 cycle. Proof continuous gasket; dual magnetic mode has separate adjustable A latches with transport latch. Door is temperature and humidity thermostats field reversible. with separate indicator lights. Heat D Tray Slide Racks: mode has adjustable temperature Model 4: Nickel-chrome plated wire; thermostat with indicator light. Cabinet 3" (76mm) slide spacing. operating range is 80°-120° Fahrenheit Model 8: Custom-design aluminum in proof mode and 80°-180° Fahrenheit extrusions with 1' x 1yz" x 1'/s° in holding mode under normal room (25 x 38 x 3mm) angle uprights and temperature conditions. Water pan, ~~ - Dimensions Full Height Pan Capacity (A) (B) (C) (D) APP'ox. Height Width Depth Inside Height Pkd. 'Nt. Cat. No. (in.) (mm) (in.) (mm) (in-) (mm) (In.) (mm) (Ibs.) (kg) C175-C8N 693/a 1772 253he 640 32'/,e 814 533/a 1365 185 84 C175-C4N 69a/a 1772 25'/s640 32'/,s 814 533/a 1365 197 90 C175-CVN` 693/a 1772 25a/,s 640 32'/s 814 533/a 1365 213 97 a/a Height (A) (B) (C) (D) Approx. h-leight Width Depth Inside Height Pkd. WI. Cat. No. (in.) (mm) (in.) (mmj (in.) (mm) (in.) (mm7 (Ibs.) (kg) C175T-C8N 57a/a 1467 25a/,s 640 32'/s 814 413/a 1060 145 66 C175T--C4N 5T/a 1467 25a/,s 640 32'/,s 814 41a/a 1060 145 66 C175T--CVN* 573/a 1467 25a/,s 640 32t/,s 814 41'/a 1060 145 66 ' Adjustable. NOTE: Brakes are standard on two casters, `or the units listed above Accessories Pdodel Description PH175 Handle Slide Spacing No. No. Cat. tJo. (in.) (mrrQ Full tit. 314 Ht. Pan Size (in.j "SN" Ph 38 35 28 18 x 26 Models 17 13 20 x 24 x 2'/a(max.) 14 13 20 x 24 x 2'/e (max.) "4N" 34 26 12 x 20 x 2'/a Models 3 76 28 26 12 x 20 x 25/s 17 13 18 x 26 17 13 *u ~ 18 11` 9* 15x20x4'/a 22* 18' 10'/e x 19a/a X4'/5 (max.) 11` 9` 18 X 26 X 4'/s tmax.i 22` 18` 11'/e x 20 x 4'/e bne.x.l 11 ` 9* 20 x 20 x 4'/e tm~=., Adjustable "VN" Min. 22* 18` 12 x 18 x 4'/e Im3x.1 Models 3 76 11 ` 9' 20 x 22 x 4'/s n°3.x.) 22` 18* 12 x 20 x 4'/s ~m3x.t 11 * 9* 20 x 24 x 4'/e Im:,x.~ 22' 1 S` 13 x 18 x 4'/, t~,:,x.t 22' 18* 14 x 18 x 4'/s tmau B** COrner Bumper 'Based on 4'!z' spacing VS4N* Extra Vari-slides (for C175-HVN only; will take 5 extra pair max.) ' Standard on units listed above. May be added to previously purchased units. " Add bumper suffix to cabinet part number (i.e. C17&C8N-8). Manufactured by: InterMetro Industries Corporation • North Washington Street, Wilkes-Barre, PA 18705 Phone: 570-825-2741 • Fax: 570-825-2852 For Product Information Call: 1-800-433-2232 Visit Our Web Site: www.metro.com LG2-CtiJ Rev. 9100 Prmled in u.S A. Ir~=ormation and specrt,cations are subject to change ~ndhou[ notice. Ptease ceniirm at ume o= order. HEADSTART REXBURG revised BS & R Equipment Co. Wage: 6-2 SPOKANE Model: 1 C1620-L-18 Item# 11 ~__:; ' STA:VT3AFtD ONE CQti1Pr~RTt11ENT SIIVICS ~• W'TTH Qi~fiE DRA~i*tBOARD FEATURES; F4P Sr t3DWt :ire ...wr" ~t..,~itgzf 4~'. 'n ai;~;,yt~ i~, >ta::r:tess .=_ ~~ ar! .-! ~" r;~is~, rr•r.=,~ e~w. ..'" .~"~ r.,rs `r,~:~z art~r, - trrJ''.'. ~lti E3~_~ 1,.' -F: -+r rrrr. "~~ ~ ;ra 2€~' ,. _, w,4.-~:c1='~~ `=',r~.c~~ rtti.`~C Rr q f3tT ~~` ":~i"6iiv^fS LEGS :• ~ S • , t~° Ci~rn~t~r ~~~?:•~rTi ~. ~;?-,e l •a'' ~.~,zh~ttl~ ,~ SC ys:- 7k`".; ?:XJCiiP,f~i s7='1[.j e7ipi,s2:§w t± ,; i~:~' :. ..e.. ._.. IN4~UDES l 1 ~ ~ '~~ G~"an@i Sf'a aTt*a" ~,..... •+ ` y~ "=t,'~fa Yt4?t1~ 3 r? !;lf£;tdi'1G" d1+9 CCU - -. a Y•?~a.*`,~'h SPEfl-LIME SERIES; ~3A~KSYLA~N ^ ~ ~u~ ~ ~ ~ 'a- ~ s,,t ; ,.~ ut ' i . ~ . ~ ~ w i, ,t ,_ EGS r i.,~.; ..ry~..,r,: ~ . _,.. sa . ~;a ,,r,Sr? st.~=r ~~s xE at~~rL aEnrn~ a ,. ~~~~~ .di~;9 ~>' Ci Y. t4h .r7s'7 'u .:r ...r S;~cr c r~~ .,enr~ t~ri :- .aL tt ;tg~ ;~r, c~~ ;rr~ ~;tr, ~~~MQpEL BOWL DRACNBflARt7 LENGTH WCOTH HE€GHT K SG1r~X24-#.J.-S$ tsa)+~'ti :~ 3O•?7. 2;'i.`s' _ ,.....,........__. ~...~~._...._... .~..__ ~_..~ __ ~._._,... W._ ~ __ ~. tit rXiT ~ 1c3 {. t.r ,~? '7 ~ ~ __ 4u „_ tf ;'X23-x~-1$ ~~~u t~ Tr '<.•~ if3-t.~ ' ry .a ~,, Y23-D-2 I7X?.~ ;:: .t3 t ~~ 7g f -, _~; tC2~X2~i-~-~~ ~GQX~'3 13 ~2-?r`2 Z~-S,? ~-:-3.~G 1~'iG{?`h'LD^C}-G^'~ ~'rf+iU ~.-5 ~3E]-•r ~ 2~-?,L ' 'C23X23-I.~-24 _ 2''uX23 _._.~..._ 2a _.....__....... -19.1`2 2&1 ~__.._. ?C23X23-D-3C 233t~3 ~l ~5-t;2 ~8-t.;' G `C23X29-~-1(] 7.,'f:~t2~Y~ ~ 5S-~i~ ?:.-t;"1 ~C?.9X29-D-3t? ~h?r ~.._-:,~ t>i-112 s:-1~ ' CUS70M S/~S AVA/CABLE! v. ;rcpt- n ..- ,.: T.., . 4. .tc?. :'Hf"u ... "s';: .h. E~:"ti j~:. 7 HEADSTART REXBURG revised BS & R Equipment Co. Page: 11-1 SPOKANE Model: 1 C1620-L-18 Item# 11 DATE; MflOEi. NO: SPECiFICATTONS PROJECT: T4P ST~1ND~1.~U _ ONE COMPAR'T'MENT "ih~(~ ~-~~ WtTH ONE 1~Rr1TN13C7AX.~J .~~y-.--•------t; ~ E ~ ~ 'lJ FRONT SIDE .~ ~-.- ._.:, ~, ..~~....~_ w iry.~,^=Y' ,_?' ~ 3 _~....._. _. i ~. f f ~ 1 i,"~ .. ~}1~ =-arsi` BEGS '.a i+~~ 3Ut~~ rf'=` w ~R ~e ..v. M ~ ... a. DIMENSIONS ~In.~ Mt7C}EL A ~' 8 C E F G L W R4X WT. (Its. ~C.16xZf}-I~~ j~ f~:77X~,7°S~-{F io i7 ~ 2C i7 i~ i$ zf}-irk ' .....'~ i3 ~" ? 'ti-tit vi 1~2 _.... 3~a- ~ _37 1 2. ?.:.-i ,. se 'T2 ..__.. ?~ ....,~ '~ w.,,......... iCi7X47-{7-2d ~ i7 i7 ? 24 ii `s .~ it"2 ii-1i?_ ~3-it~ 2~.•,•2 ____~ .._. ~~_ tCi7X,c~ Gf 18 1 S; 23 f8 ~ if (2"a-1::~~i~i tr2 i 17-i1~ ~a ,~. ,~ ?C3 tt;i7X23~t~-Zsi 1i ~3 ?..: ii ~32-i,°2 id 1,"2 A3-ta~ 2& ;2 `t5 -, i{,~.(15k2{7-t7«t~.: tC2UX:20-r)-~Q ......v , _ _.._ ::'ll 2~ ._ _ _ 2l7 waJ ~ ......... 2!7 2a ~. _ 12-t,2 `: 3C} ? 13 = f2-iF2 ~4 is _ .. .. ... . w d2-ii2 . Afx-f:2 25-1,2 ~ ._ .. 7~"=:? 75 X34 .......~.~.. 1C23Yu3-«J-tA 23 23 2A ~.. _ . . ,~ .... ` i~ 35-112 ~ "s-:-lrh 4~-ii2 . 28 9f? ~. ~ 0(3 ' '.C23X23-{7-31. 23 ~ ~ ~ ~ i3 AT-tr2 {~-iJZ ._._.~ .:~ . ~ ..... ~ Si-ii2 $~»~i2 ~ t3~ r iC23K?9-t3-3t; ~ _'~3 29 a ~ . t.f st 1,2 i, i)2 58-tt2 3-t-7:"l r .. ~., 90 1C25X29»D-3t7 ~ 29 ~ ___;.____..~ ~ .R i7 x~-it2 17_ii:? f 57.1:2 ?~?-t iCt} ~5~e~icatrons Su~aec: To Change} TO 4f4Ef Spc'C-lttl# S'Lt18S. Wfite SL 8t 1he' Star O~'.h9 SibCk ~Utt!DBt 1 ~~ «:,_ , «?! r.,~ya 3,. ~ ~,°ra ??~~: ~~_ 7.,=~..a 3.. ;.r_J.:_ ~.,x s:_v~> tc3.~ :.£..,.. ""n" na+v::~ ._^N - ~°; ... ".. fzag8 ~3 HEADSTART REXBURG revised BS 8~ R Equipment Co. Nage: ~ l- ~ VOLLRATH Model: 69500 Item# 12 If/~L~~~~'J7 ~ "' '" Project: Q' ~ ~~ Item Number: n .« Quantity: o ' ~ ~ • - • ~ • • ~ MODELS: 69500 1.8 kW @ 120V (U.S. Only) a~ ~ ' - 69510 1.4 kW @ 120V (Canada Only) ~ 3 -- ~_____- ~ ~`~ ~ n ~IIY 1 ' ~ ~ ~ - i ..... T , V ,; FEATURES ~• ^ 9 heating levels with optimum power output to ~ ' different pans. Induction Range: IntriguerM Commercial Countertop ^ 7 temperature holding positions. ~ ~ . DESCRIPTION ^ Easy to read LED bar for power level. ~ ' The portable countertop induction range is designed for ^ Stainless case and ceramic top. use in light to medium duty front-of-the-house cooking. ^ Sloped control panel for runoff of liquid spills. Model 69500 will plug into standard 15A outlets which ^ Push button controls for easy cleaning. ' are readily available in most restaurants and kitchens. ^ Heating function for adjustable power settings. ^ Warming function to maintain preset temperatures The induction range comes complete with asix-foot ^ Rubber feet to prevent slipping of appliance. power cord and plug. The case frame is made from ^ Unit comes with cord and plug and does not ' 18-gauge 304 stainless steel with a ceramic top. The require hard wiring. ceramic top is easily cleaned with a mild cleaner. ^ Full one-year parts and labor warranty. ' The induction range is equipped with a variety of safety IMPORTANT ~ features including: ^ This appliance is intended for use with co < induction-ready cookware. ~ ^ Over-heat protection ^ All models require adequate unrastr~cted intake -~ a~ ' ^ Small-article detection and exhaust air ventilation for proper operation of ~ ^ Pan auto-detection function the controls. The maximum intake temperature (~ ^ Empty-pan shut-off must not exceed 110°F (43°C). Temperatures are ~ ' measured in ambient air while all appliances in the ~ ^ Safety auto-shut-off function kitchen are in operation. ~ ^ Countertop models require a minimum clearance ~ of 3 inches at the rear and 1 inch at the bottom. r ' ;r Agency Listings -Model 69500 n ' This device NV~ with Piart 18 4~ ~ ()$ I I FCC Rules. ~~o ' Agency Listings -Model 69510 Approvals ' This device ET4 us ~~~ wi h Part 18 FCC Rules. .,,:.a ate: ' ~A~~ ~ The Vollrath Company, L.L.C. 1236 North 18th Street Sheboygan, WI 53082-0611 Vollrath of Canada, Ltd. 6320 Danville Road, Unit 1 Mississauga, Ontario L5T 2L7 Setting t~~s~pp~~rd' www.vollrathco.com U.S.A. Main Tel: 800.624.2051 Service Tel: 800.628.0832 FAX: 800.752.5620 Canada Tel: 905.565.1167 Tel: 800.695.8560 FAX: 905.565.1168 HEADSTART REXBURG revised BS & R Equipment Co. Page: 12-1 I : VOLLRATH Model 69500 Item# 12 Model kW Rating Volts Nominal Amps NEMA Plug Remarks 69500 1.8 kW 120V AC 15 5-15P 69510 1.4 kW 120V AC 12 5-15P ' The Vollrath Company, L.L.C. Vollrath of Canada, Ltd. ~~1L~~~=Y 1236 North 18th Street 6320 Danville Read, Unit 1 y Sheboygan, WI 53082-0611 Mississauga, Or~tdrio L5T 2L7 ~~,,,r~ U.S.A. Canada Setting Main Tel: 800.624.2051 Tel: 905.565.1167 ' td'"StQi7C,~Q!'G~ Service Tel: 800.628.0832 Tel: 800.695.8560 FAX: 800.752.5620 FAX: 905.565.1168 www.vollrathco.com 2003 The Vollrath Company L.L.C Form Number L35515 Rev. 12/03 Printed in USA HEADSTART REXBURG revised BS & R Equipment Co. Page: 12-2 TRUE Model: T-49 Item# 15 1 1 1 TRUE FOOD SERVICE fil, -~----- -® EQUIPMENT, INC. St. Charles Industrial Center • P.O. Box 970 • 0`Fallon, Missouri 63366 (636)240-2400 • FAX (636)272-2408 • (800)325-6152 • www.truemfg.com Parts Dept. (800)4Z4-TRUE • Parts Dept. FAX# (636}272-9471 Model: - -_ ~ ~,~ - ROUGH-1N DAT,4 ~: -; AlA # 5!5 # ~~ ^ ~ True's solid door reach-in's are i designed with enduring quality that protects your long term a investment. a Designed using the highest quality materials and components to provide the user with colder product temperatures, lower utility costs, superior food safety and the best value in today's food service marketplace. Oversized, factory balanced, refrigeration system holds 33°F to :+ 38°F (.5°C to 3.3°C) far the best in food ;~resE ~/ati is 300 series stainless steel solid doors and front. The finest stainless available; higher tensile strength for fewer dents and scratches. - Adjustable, heavy duty PVC coated shelves. ~ Positive seal self-closing doors. Lifetime guaranteed door hinges and torsion type closure system. Bottom mounted units feature: "No stoop" lower shelf. / Storage on top of cabinet. Compressor performs in coolest, ; most grease free area of kitchen. ~ Easily accessible condenser coil for cleaning. y a Specifications subject to change without notice. Chart dimensions rounded u^ to the nearest Va" rmill'smeters rounded uo to next ~^r.?c!e ~umoeri. Cabinet Dimensions hard Crated Capacity (inches) Length ~ Weight (Cu. Ft.) In'n') NEMA (total ft ) (tbs.) Model Doors (liters) Shelves L D H* HP Voltage Amps Confi . (total m) {kg) T-49 2 49 6 54Va 29~/z 783/s V~ 115!60/1 9.1 5-15P 9 420 1388 1375 750 1991 Vz 230-240!5011 ~ 5.4 ,a 2.:4 191 ' Height does not include S" {1 Z7 mm) for castors or 6" i 153 mm) for optional legs. • ?lug tyi;e vdrio~ by'a.rnt^;. ~~~~ = E- ~® U C O Nsrr C E APPROVALS: AVAILABLE AT.• 12/05 Printed in U.S.A. Project Name: Locatron: Item #: Qty: Model #: HEADSTART REXBURG revised BS 8~ R Equipment Co. Page: 15-1 ^ TRUE Model: T-49 Item# 15 ^ ST,A'NDARD FEATURES DESIGN •True's commitment to using the highest quality materials and oversized refrigeration systems provides the user with colder product temperatures, lower utility costs, superior food safety and the best value in today's food service marketplace. REFRIGERATION SYSTEM • Factory engineered, self-contained, capillary tube system using environrnentallyfrIendly (CFC free) 134A refrigerant. • Extra large evaporator coil balanced with higher horsepower compressor and large condenser maintains 33°F to 38°F (.5°C to 3.3°C) for the best in food preservation. • Sealed, cast iron, self-lubricating evaporator fan motors and larger fan blades give True reach-in's a superior low velocity, high volume airflow design. This unique design insures faster temperature recovery and shorter run times in the busiest of food service environments. • Bottom mounted condensing unit positioned for easy maintenance. Compressor runs in coolest and most grease free area of the kitchen. Allows for storage area on top of unit. CABINET CONSTRUCTION • Exterior - 300 series stainless steel front grill and shroud. Anodized quality aluminum exterior ends, back and top. • Interior -attractive, NSF approved, white aluminum finer. 300 series stainless floor with coved corners. Insulation -entire cabinet structure and solid doors are foamed-in-place using high density, CFC free, polyurethane insulation. Welded, heavy duty galvanized frame rail dipped in rust inhibiting enamel paint for corrosion protection inside and out. Frame rail fitted with 4" (102 mm} diameter stem castors -locks provided on front set. DOORS • 300 series stainless steel exterior with white aluminum door liner to match cabinet interior. Doors extend full width of cabinet shell. Door locks standard. • Lifetime guaranteed recessed door handles. Each door fitted with 12" (305 mm} long recessed handle that is foamed-in-place with a sheet metal interlock to insure permanent attachment. • Positive seal self-closing doors. Lifetime guaranteed door hinges and torsion type closure system. • Magnetic door gaskets} of one piece construction, removable without tools for ease of cleaning. SHELVING • Six (6) adjustable, heavy duty PVC coated wire shelves 249he"L x 223/s"D (624 mm x 569 mm). Four (4) chrome plated shelf clips included per shelf. • Shelf support pilasters made of same material as cabinet interior; shelves are adjustable on t/2" (13 mm} increments. • Each shelf supports up to 250 lbs. (114 kg). ^ PLAN VIEW ^ ^ ^ ^ ---- - 0 785hs" (1990 mm) 7615116" (21t7 mm) 5, ELEV,4TlON 13ls° (tI7 mm) (35 mm) WARRANTY One year warranty on all parts and Tabor and an additional 4 METRIC DIMENSIONS ROUNDED UP TO THE NEAREST WHOLE MILLIMETER year warranty On Compressor. SPECIFICATIONS SUBJECT TO CHANGE (U.S.A. only) WITHOUT NOTICE LIGHTING • Incandescent interior lighting -safety shielded. Lights activated by rocker switch mounted above doors. MODEL FEATURES • Exterior mounted temperature monitor. • Evaporator is epoxy coated to eliminate the potential of corrosion. • NSF-7 compliant for open food product. ELECTRICAL • Unit completely pre-wired at factory and ready for final connection to a 1 t 5/60/1 phase - 15 amp dedicated outlet. Cord and plug set included. 115/60/1 ' NEMA-5-15R OPTIONAL FEATURES/ACCESSORIES Upcharge and lead times may apply. O 230-24oV / 50 Hz. O 6" (153 mm) standaro :egs. ,-1 6" (153 mm} seismidflanged legs. O Alternate door hinging (factory installed). O Additional shelves. O Half door bun tray racks. Each holds up to eleven 18"L x 26"D (458 mm x 661 mm) sheet pans (sold separately). C7 Full door bun tray racks. Each holds up to twenty-two 18"L x 26"D (458 mm x 661 mm) sheet pans (sold separately). O Remote cabinets {condensing units supplied by others; system comes standard with 404A expansion valve and requires R404A refrigerant). Consult factory technical service department for BTU information. I. 5av~" (1375 mm) 29'h" (750 mm) ~5'(3z" (1398 mm1 2517/~x" (649 mm) R(GNT VIE:N L Model ~ Elevation Right ~ Plan ~ 3D KC ' T-49 ~ TFEYOZE TFEYD25 I TFEY02P TFEY023 TRUE FOOD SERVICE EQUIPMENT St. Charles Industrial Center • P.O. Box 970 • O'Fallon, Missouri 63366 • (636)240-2400 • FAX (636)272-2408 • (800)325-6152 • www.truemfg.com HEADSTART REXBURG revised BS & R Equipment Co. Page: 15-2 ~ TRUE Model: T-49F Item# 16 1 1 1 1 1 1 1 1 1 ,,,,,. ~ TRUE FOOD SERVICE Project Name: A/A # ® EQUIPMENT, INC. Location: St. Charles Industrial Center • P.O. Box 970 • O'Fallon, Missouri 63366 Item #: 5I5 # (636)240-2400 • FAX {636)272-2408 • (800)325-6152 • www.truemfg.com Qty' Parts Dept. (800)424-TRUE • Parts Dept. FAX# (636)Z72-9471 Model #: Model: T 49F ~C ROUGH-(N DATA - Designed using the highest quality materials and components to provide the user with colder product temperatures, lower utility ; costs, superior food safety and the best value in today's food service marketpf~rt~. Extra large evaporator coil balanced with higher horsepower compressor and large condenser maintains -10°F (-23.3°C). Ideally suhed for both frozen foods and ice cream. - 300 series stainless steel solid doors and front. The very finest stainless for higher tensile rtrength for fewer dents and scratches. - Adjustable, heavy duty PVC coated ' shelves. - Positive seal self-closing doors. Lifetime guaranteed door hinges and torsion type closure system. - Defrost system time-initiated, temperature-terminated. Saves energy consumption and provides shortest possible defrost cycle. Bottom mounted units feature: - "No stoop" lower shelf. - Storage on top of cabinet. Compressor performs in coolest, most grease free area of kitchen. - Easily accessible condenser coil for cleaning. Specifications subject to change without notice. Chart dimensions rounded uo to the nearest ~/a' (mill rrie[ers rouncieci uo to next :^+ro?e nurnber~. Cabinet Dimensions Cord Crated Capacity (inches) i Length Weight Solid (Cu. Ft.) # of (mrn) NEMA (total ft.) (Ibs.) Model Doors (fiters) "Shelves L D H* HP Voltage Amps Config. (total m> (kg) T-49F 2 49 6 54Vs 291/2 783/s ' 3/a I 115/60/1 13.2 5-20P 9 510 1388 1375 750 '991 1 230 240;50/1 5.4 ,i 2.74 232 ' Height does not include 5" (127 mrr~} for castors or 6" (; 53 mm}for optional legs. ~ Plug type varies bj r_~urt . ~~ O A O ~ ~ APPROVALS: m 1:~.s:~. s ~ S A NSE 3/05 Printed in U.S.A. HEADSTART REXBURG revised BS & R Equipment Co. Page: 16-1 ^ TRUE Model: T-49F Item# 16 1 •, Modes: T49F •-. .. ,.. -- - Ilri - -~, ., urul~lr~rt~ rTn !1 ii'1 n f't T rr ATI In rr. J l f-11 V Uf-1 r[ LJ l-CH 1 U fCCJ DESIGN • True's solid door reach-in's are designed with enduring quality that protects your long term investment. • True's commitment to using the highest quality materials and oversized refrigeration systems provides the user with colder product temperatures, lower utility costs, superior food safety and the best value in today's food service marketplace. REFRIGERATION SYSTEM • Factory engineered, self-contained, capillary tube system using environmentally friendly (CFC free) R404A refrigerant. • Extra large evaporator coil balanced with higher horsepower compressor and large condenser maintains -10°F (-23.3°C). Ideally suited for both frozen foods and ice cream. • Sealed, cast iron, self-lubricating evaporator fan motors and larger fan blades give True reach-in's a superior low velocity, high volume airflow design. This unique design insures faster temperature recovery and shorter run times in the busiest of food service environments. • Bottom mounted condensing unit positioned for easy cleaning. Compressor runs in coolest and most grease free area of the kitchen. Allows for storage area on top of unit. • Defrost system time-initiated, temperature- terminated. Saves energy consumption and provides shortest possible defrost cycle. PL,~N VIEW CABINET CONSTRUCTION • Exterior - 300 series stainless steel front grill and shroud. Anodized quality aluminum exterior ends, back and top. ~• Interior -attractive, NSF approved, white aluminum liner. 300 series stainless floor with coved corners. • Insulation -entire cabinet structure and solid doors are foamed-in-place using high density, CFC free, polyurethane insulation. • Cabinet mounted on a welded, heavy duty galvanized frame rail. Rail dipped in rust inhibiting enamel paint for corrosion protection inside and out. • Frame rail fitted with 4" (102 mm) diameter stem castors -locks provided on front set. DOORS • 300 series stainless steel exterior with white aluminum door liners to match cabinet interior. Doors extend full width of cabinet shell. Door locks standard. • Positive seal self-closing doors. Lifetime guaranteed door hinges and torsion type closure system. • Lifetime guaranteed recessed door handles. Each door fitted with 12" (305 mm) long recessed handle that is foamed-in-place with a sheet metal interlock to insure permanent attachment. • Magnetic door gaskets of one piece construction, removable without tools for ease of cleaning. SHELVING • Six (6) adjustable, heavy duty PVC coated wire shelves 249h6"L x 223/e'D (624 mm x 569 mm). Four (4) chrome plated shelf clips included per shelf. • Sheif support pilasters made of same material as cabinet interior; shelves are adjustable on Vz' (13 mm) increments. a 76~sh6" (7955 mm) 78s/16" ( 83s/16" (1990 mm) (2117' mm) (39 mm)~ ELEUNTION 'C5' (127 mm) WARRANTY METRIC DIMENSIONS ROUNDED UP TO THE One.year warranty on all parts NEAREST WHOLE MILLIMETER & labor and an additional 4 year warranty on compressor. SPECIFICATIONS SUBJECT TO CHANGE (U.S.A. only) WITHOUT NOTICE LIGHTING • Incandescent interior lighting -safety shielded. Lights activated by rocker switch mounted above door. MODEL FEATURES • Exterior mounted temperature monitor. • Evaporator is epoxy coated to eliminate the potential of corrosion. • Rear airflow guards prevent product from blocking optimal airflow. • NSF-7 compliant for open food product. ELECTRICAL • Unit completely pre-wired at factory and ready for final connection to a 115/60/1 phase - 20 amp dedicated outlet. Cord and plug set included. ~ 115/60/1 NEMA-5-20R OPTIONAL FEATURES/ACCESSORIES Upcharge and lead times may apply. O 230 - 240V / 50 Hz. O 6" (153 mm) standard legs. O 6" (153 mm) seismic/fianged legs. O Alternate door hinging (factory installed). O Additional shelves. O Half door bun tray racks. Holds up to eleven 18"L x 26"D (458 mm x 661 mm) sheet pans (sold separately) (airflow guards need to be removed). O Full door bun tray racks. Holds up to twenty-two 18"L x 26"D (458 mm x 661 mm) sheet pans (sold separately) (airflow guards need to be removed). O Remote cabinet and/or condensing unit. 54~/a" ~ TIT (1375 mm) r~ I 267/s" 29~/z' (683 mm) (750 mm) 55~/3z" ~ (1398 mm) 2s/a"~ 1 ~ ~ 1 (67 mm) I ~ ~ I I i ~ 12517/32" 1 i ~ 1 (649 mm) ~-' -...~ PL4N /!E'/V L Model Elevation j Right Plan j 3D KC T-49F TFEY02E i TFEY025 TFEY02P TFEY023 TRUE FOOD SERYlCE EQUIPMENT St. Charles industriai Center • P.O. Box 970 • O'Falion, Missouri 63366 • (636)240-2400 • FAX (636}272-2408 • (800)325-6152 • www.truemfg.com HEADSTART REXBURG revised BS & R Equipment Co. Page: 16-2