Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
APPLICATIONS, CO, MULT DOCS - 06-00004 - Lincoln Elementary School - Addition
Z O ".' rn .~ ~.o g ~~ D s ~ m ~ O O ~ 'O S 3 c ~ ~o m m n m ~D v 'a o m °. ~ m ~ a ..a-•~ ~ ° ~ ~ ~~~ ~. ~ Vl 7 Q N O C N n C 61 C ~ ~ "O fD N C 7 d n N N4-. d Q .ni. n ~ n ? N: O 7 ~ v ~ o c m ~ v ~ F _' ~ s ~ s m N ~ ~ - < Q m' 3 m ~ ~ ~ o v a a m ~~~~z ~ ~ Qo < __. °-v Laic zc~ico s ~ o ~ v m N m d c N p N ~ n ~ d O ~ a ~ ~ ~ N ~ N fD N d A ~. ,~ ~ d 7 O ~ ~ ' ~ v ~ o f °: m m ~ o °1 °, 0 m ~ n a -~ m ~' C m N Z r "~ _v N r v --I m C r ^Z Y I m 00 c C. 3 7 ~. O v rt c~ \j. ~` ~O~n-~ ~ ~ ~ ~ S ~ V! W~ ~~ a~~~ .~ (G O a "' ~, y ~ ~ ~ y 3 ~~~ $~Na 'a o ~ c C7 ~ ~. ~a d ~ '!; ~D p ~. W '"' __ ,~ w~°`~ ~ ~ 3 ~ ~ ~ o y N- ~ (~ ~_ o rt i Q. ~ Q. o ~ N S W S 'd "~ ~'f <D ID ~ ~ n W ~ ~ d aw~~. _~ ~~3Q- ~ ~ a N '~ ~ W fD ~_ <D < N a C> N ~ O Q' ~ 1p ~, so a fD ~ ID n ~ 7 '< a n< o ~ ~ .o ~_ n ~ ~ ~ 7 0 ~ ~' 3 C X ~ ~; d. ~Q ~ _ ~ a °- °~ ,.. O o ~. ~ ~ <D y m Z m C7 Z .~ a C7 -i i0 l J O n m L W g it1 m ;n Ill N 3 ri 0 w m m ~. V+ ,. C v 0 0 rn 0 0 0 0 m'ys; " clrP ~.t~ ~k v m ti ~. ~~ ~ ! A ~ ~ ~ ~ y 0 0 ~ ~ • m n O ~ w N ~ Z m ~ N ~ o ~ N ~ ~ p T =~ ~ ~ ~ ~' m _ . po C ~i ~ N a °-' ~ m g m C) ~ o n ~ ~ '° _ ~ ~ o ~ gym ' 2 O , y u 0 ~ ~ z~ d ~,z = m r'- m ~ W o-~o - ~~ o n w ~ g ~ ~ o o c ~ ~. .,.~ -i c ~ zo ~ ~ ~ ~ ; oo ~ m v Z ~ w ~ ~ ~ z v z D n~ N ~•~ ~ ~ ~ ~ ~ z ° ~ O m ~ ~ ~ m o co - 6 ~ ~. z Ag ?. ~ a ~ Z N \V O p '~ ~ ~ ~ a a ~ a OD V O> Ul A w N ~. -n v c/) °' m _ '~ ~ `~ - S c _• ~t °~ o ~ c v o TI o cQ r ~ °~pEXBUgC,O ~ i T Y o F Certificate of Occupancy •~ ~~~~ City of Rexburg `u' Department of Community Development America's Fnmily Community 19 E. Main St. / Rexburg, ID. 83440 __ Phone (2081359-3020 /Fax (2081359-3022 Building Permit No: Applicable Edition of Code: Site Address: Use and Occupancy: Type of Construction: Design Occupant Load: Sprinkler System Required: 06 00004 International Building Code 2003 358E2ndS Education Type V-N, Unprotected Elementary School Addition No Name and Address of Owner: Madison School Dist #321 290 N 1st E Rexburg, ID 83440 Contractor: Jrw Construction Management Special Conditions: Occupancy: Educational, 50 or more, through 12th grade This Certificate, issued pursuant to the requirements of Section 109 of the International Building Code, ce-tifies that, at the time time of issuance, this building or that portion of the building that wes inspected on the date listed vies found to be in compliance vuth the requirements of the code for the group and division of occupancy and the use for v-hich the proposed occupancy vies classified. Date C.O. Issued: October 18, 2006 (12:52PM) C.O Issued by: auua~ng vir~c~ai 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. Water Department: - e State of Idaho Electrical Department (208-356-4830): CITY OF REXB URG ~ • ~~ BUILDING PERMIT APPLICATION Plea 06 00004 19 E MAIN, REXBURG, ID. 83440 If the Lincoln School Addition 208-359-3020 X322 PARCEL NUMBER: ~~7~ ~~ ~~ ~ ~ ~ N ~ N (We will provide this for you) SUBDIVISION: UNIT# BLOCK# LOT# (Addressing is based on the information -must be accurate) CONTACT PHONE # 35`1- 3300 PROPERTY ADDRESS:~~'j$ E, ZN~' S. STa.~E-r PHONE #: Home ( ) Work ( ) 35°1-33a0 Cell OWNER MAILING ADDRESS: 290 15t E. CITY: STATE:~ZIP: $3~{~~ EMAIL FAx 359 - 33y5 _- APPLICANT: (If other than owner)~~g,.I-r A . M~ Farz~,4~-ct~ , J R1~S ~ AsSact,rlTEs P.L.LL. (Applicant if other than owner, a statement authorizing applicant to act as agent for owner must accompany this application.) APPLICANT INFORMATION: ADDRESS I~SZ 'BoNe Atye. CITY: ~E,,cg~,Q,E, STATE; ~Tj, ZIP83yy0 EMAIL fxert~~-~~ ~~, r1G.~- FAX 3 S9 ' 2 2 7 PHONE #: Home Work ( ) 3~• 23~ Cell ( ) 39D - [~ 22 CONTRACTOR: ~]f~,~ Cbr-4STiLt)GT10ra r~~te~/+G--JIBwIT MAILING ADDRESS: ~'S2 'Br~.li~ AFL. CITY {`~E,rgV,~ STATE~p ZIP $34yD PHONE: Home#(t~~ Work# 35q - 23ct1 Cell# 39D - oe22 EMAILbt~+-~„~ctgd cw... ~ FAX 390 - Do 2Z How many buildings are located on this property? Did you recently purchase this property? No Yes (If yes give owner's name) Is this a lot split? ~ YES (Please bring copy of new legal description of property) PROPOSED USE: ~wGaT~o.-~ (i.e., Single Family Residence, Multi Family, Apartments, Remodel, Garage, Commercial, Addition, Etc.) APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: under penalty of perjury, I hereby certify that I have read this application and state that the information herein is correct and I sweaz that any information which may hereafter be given by me in heazings before the Planning and Zoning Commission or the City Council for the City of Rexburg shall be truthful and correct. I agree to comply with all City regulations and State laws relating to the subject matter of this application and hereby authorized representatives of the City to enter upon the above-mentioned property for inspections purposes. NOTE: The building official may revoke a permit on approval issued under the provisions of the 2000 International Code in cases of any false statement or misrepresentation of fact in the application or on the plans on which the permit or pproval was based. Permit void if not started within 180 days. Permit void if work stops for 180 days. _ / Signature of Owner/Applicant ' DATE Do you prefer to be contacted by fax, email or phone? Circle One --- WARNING -BUILDING PERMIT MUST BE POSTED ON CONSTRUCTION SI ~~ ~ Q Plan fees are non-refundable and are paid in fu-1 at the time of application beginning Janua City of Rexburg's Acceptance of the plan review fee does not constitute plan approv l JAN 4 3 2~~~ E`~ k~~01/29/2G~7 16: C5 FAX X001 ~k'!~ ~aii, L7• LVUI `t;7lflvl IYO, JOUI r. ®0 ~*Bnild'in Pcnmit Fees are a.._ at Ilene of o li 9tiona~ *' Id 1 re ~ n k da r~• r: pp c Bul Ind Peno+l s ~ vo ~ ity a ebec Ga not deA ~' ,• Please complete the entire Application: If the question does not apply fill ie NA for non applicable NAME ~inlGOt.~ Et,.EwE~-rA~-•r PROPERTY ADDRESS 3S g ~ ~*+~~. 5~ _ Pormit# ~ ~.P ~ O`~"" SUBDIVISION Dwel]ing Units: Parcel Acres: SETBACKS FRONT SIDE 51DE 13,A,Cl~ Remodeling Your Building/Home (need Estimate) $ N /~_ --- - - SlI'RF.AI CE SQU,~RE FOOTAGE: (Shall include the exterior wall measurements of the btvldin~ First Floor Area (p , g7D Uxafznis,hed Basement area ~,, jA Second floor/loft ar a rl/~ Finish~,d basement area ~/A~ Third floorlloft area_ ~~~ G~xage area to/!4 Shed or Barn fly ~ _ Carport/Deck (30" above grade)Area Water Meter Quantity: ~. **~*~~~*~`**~***~` Water lY~eter Size: 7 a ~6ljl~'l~'~~f l PL ~TMBIIITG Plumbing Cozatraccor's Nazr~e: ord1 ~~ a ~ Susazcess IITSZ~ae: Addz'ess City State Zip Contact Phone: ( ) Business Phor:: ( ) Email Fax F7X7'URE CDUNT r*i>rcludtn~ roreQhed Mures ~? C]otY~es'GVashing Machine ~_ Sprinklers ~.~ Dishwasher ~ Tub/Showers ~,~ Floor Drain ~~ Toilet![Jrinal ~_ Garbage Disposal ~ Water Heater ~_~,,,_ Hot Tub/Spa [~ Watar Sooner ~,~ Sinks (Lavatories, kitchens, bar, mop) Flumbiug Estimate S ~ D (Commercial Only) Required! Signature of Licensed Contractor License number Thy City of Rrxbevg's p~nr~itfoa schachile it Shs same as regt~ired by the ho JAS! d 3 2~~Ja 4 O1/29Ja00~y~6LUUlFA4;5~rIVl N0. 3601 P~202 Please eompiete the e>°tixe Application! If the question does aot apply flu ~n 1VA fbr non `, appllcable NAME L~~GaL.}1 ~c.~wrtEN~'AR.~ PROPEIZTYADARE5S 35~ E. _ L*'~' S. ST. Pezmit# SUBDIVISION Required!!! Mechanical Contractor's Name: Address City State Zip Contact Phone: ( ) Business Phone: ( ) Email l" ax Mechanical .~siimate $- (Commercia,l/Multl Family Only) FIXTURES ~ APPLIA.NCES COUNT (Single Faintly Dwelling Only) Air Conditioner Bath Fan Vents Range Hood Vents Boiler Cook Stove Vents Decorative Gas Fireplaces Dryer Vents Evaporative Cooler Exhaust or vent duets Fuel (gas) piping fixtures or appliance outlets Pomace Furnace/Air Conditioner Combo Heat Pump Incinerator Pool Heater Heat (Circle all that apply) Gas Oil Coal Fireplace Elactcac JQN 0 ~ ~d~~ U lYlechanical Sizim~ Calcnlatioas must be submitted with Plans & Application Point of Delivery must be shown on plans. i~t ~4~ 3 s~rNo~ 5i~aature of ~censed Contractor License number Date t2equiredl Ile 1VIECHANIC~IL flue slAn~ es regxlrsd ~y the State Business Name: Space Heater Unit Heater 5 C~ ~~~ o ~, crrr or REx~uR~ hMERIC;AS F~'~NtILY C.O,'~tMUnITY i ~ IglgK x t ~~, t~~~ a 4, L r. ~' i~r ~"; y r ~~,~~ n+r~,~S b h 1 1 ~ .} "SOICa•dYi:. I;y~S ~~', ~..~ 19 E. Main St. Phone: 208-359-3020 x326 Rexburg, Idaho 83440 Fax: 208-359-3024 www.rexburg.orp cdd~rexburg.org APPLICATION: "CONSTRUCTION PERMIT" CONSTRUCTION PERMIT #: PERMIT APPROVED: YES/ NO $50.00 FEE PAID: YES/NO -APPLICANT INFORMATION: APPROVED BY: BUSINESS NAME: ~M, i~-~c~.l Sc~too~ 17~s-rtt-cY ~32t . Lir.-~s~a ~'L~..ta.aTAer OFFICE ADDRESS: 294 t~. ~,.sT' E. RE~buR..~-. Zt~. 83y~ID City Sta a Zip OFFICE PHONE NUMBER: ( ) 359-33c~0 CONTACT PERSON: ~~Gw ot,.wtES CELL PHONE # ( ) -LOCATION OF WORK TO BE DONE: STREET ADDRESS WHERE WORK WILL BE DONE: 35a E. 2~'" S. Sz: BUSINESS NAME WHERE WORK WILL BE DONE: Li~1GoW E~ewe~-r~tt,r DATES FOR WORK TO BE DONE: N~AR.crt 2006 TO A~F,us-t 200!0 CONTACT PERSON: 13czEa-r M~F^a.~.~~y PHONE NUMBER: (~~) 359 - 230~i CELL # (2oa ) 390 - ro22 PLEASE CHECK THE TYPE OF PERMIT(S) YOU ARE APPLYING FOR: ^ AUTOMATIC FIRE-EXTINGUISHING SYSTEMS ^ COMPRESSED GASES ~ FIRE ALARM AND DETECTION SYSTEMS AND RELATED EQUIPMENT ^ FIRE PUMPS AND RELATED EQUIPMENT ^ FLAMMABLE AND COMMBUSTIBLE LIQUIDS ^ HAZARDOUS MATERIALS ^ INDUSTRIAL OVENS ^ LP-GAS ~ PRIVATE FIRE HYDRANTS ^ SPRAYING OR DIPPING ^ STANDPIPE SYSTEMS 1~~~bdi~ .1A~1 Q 3 ~~Q~ ^ TEMPORARY MEMBRANE TRUCTURES, TENTS, AND CANOPIES G r 12129105 APPLICANTS SIGNATURE DATE ........................................................................................... 6 ~ ~ c~t~ ©f rz.ex~r~Y~ gas ~v~ess t~~~ C~ca~~o+n, C~c~s~~o v~v~,a ~r~ (for the pccrpose of wAStewater pevncittidcg) z. -r~~e of busiv-,ess or estabCis~vu.ewt? ~DU~ AT~~ ~ - /~711Tinr1 'f'o ~XIS~'-~C-, ~L(i~~¢N'TAi2w S~~~t, ~. wiCC t1~is busiv~.ess be doi~n,g awl tape o f food preparation, or coo~Ziv~,g? r, 3. what type o f food preparation, or cooi2Cwg ~CCC be oiowe? _~ ~ ~ ~Clp ~ l S fZo C-, tl T l IlI A n>~ 5 E i2 -F -~. w'cCC ti~ere be awl„deep fat frtJ. ing? ties t~-o~. wiCC tie faciCit~ have food disposaC st~stew~.s?. ~~ ~. ire thou a busiwess pCan,win,g to occupe~ aw existing bu.iCdc-n,g?~T_ or,are you design,iy-,g a n.ew -~aciCLtt~? t•VA ~. wLCC bout- bus~n,ess Y~ave clnewt.icaC storage? des No 8. wiCC t}~is faciCitt~ ope--ate t~eaY You.~,d? Yes No >C ~. wiCC here be aw~ grease traps or suw<<ps at tl~e faciCit~? Y~ Mo-~ 20. wiCC there be awl types o f cLtevu.icaCs used at t~tis fctciCitr~, other t1~an, I~ousel~oCd cCean,iv~,g soCutiows? sz. is there awry w~aw~. factu.Yivt,g D f ~rodGCCts at tYlls facCCittJ, ? Yes r-tom,. c~-' 0 3ld ~FppC%cGfv-,ts 5%gv-,Gttu A.4te ~~" °• c c i z, v ~ r 1~.C.~~G City of Rexbu •~, - ~,.. --- Department d~mmunity Development v, . A itnra:c hamdy (<mmunily 19 E. Main St. / Rexburg, ID. 83440 Phone (208) 359-3020 /Fax (208) 359-3022 PERMIT APPLICATION INVOICE Application #: 06 00004 Permit Type Project: Lincoln School Addition Commercial Addition Applicant: JRW & ASSOCIATES 1152 BOND AVE Rexburg, ID 83440 Site Address 358E 2ND S Rexburg, ID The following fee amounts for this permit application are unpaid at this time: Fee Tran Description Code Base Fire Fee 2832215 Building Permit Fee 2832211 Commercial Plumbing Permit Fee 2832214 Fire Impact 2035500 Hookup Fee/Sewer 3534730 Hookup Fee/Water 3434630 Mechanical Fee Based Calulation based on Mech 2832212 Plan Check Fee 2832320 Police Impact Fee 0735500 Water Meter 8 Parts 2534620 Invoice Date 05/23/2007 Fee '~ Amount $ 150.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 Total: $ 150.00 ~' ~' . n' ~ -~- t. Page 1 of 1 `F gF~e Uq„ • F; i ~_. .CITY' n P .... 9 ._ _.. _. __..____._._...... 1~.C.~~~G City of Rexburg - --- - ~ --- - -- Department of Community Development America's Family Cnmmuniq~ 19 E Main St. / Rexburg, ID. 83440 Phone (208) 359-3020 /Fax (208) 359-3022 PERMIT APPLICATION INVOICE Invoice Date04/24/2006 r Application#:0600004 Perm it Type: Comtterci3lAddition Project: Lincoln School Addition Applicant: JRW & ASSOCIATES Site Address: 358E 2ND S 1152 BONDAVE Rexburg, ID Rexburg, ID 83440 The following fee amounts for this permit application are unpaid at this time: Fee Tran Description Code Building Permit Fee 01-322.11 Commercial Plumbing Permit Fee 01-322.14 Fire Impact 20-355.00 Hookup Fee/Sewer 35-347.30 Hookup Fee/Water 34-346.30 Mechanical Fee Based Calulation based on ME 01-322.12 Plan Check Fee 01-322.17 Police Impact Fee 07-355.00 Water M ete r 8~ Parts 25-346.20 $ 2,699.25 $ 980.00 $ 245.47 $ 1,000.00 $ 1,550.00 $ 1,610.00 $ 369.93 $ 564.71 $ 1,518.20 Total: $10,537.56 • Fe e Amount Page 1 of 1 gf ~tlUq„ cF •. ~ c r r v o r __.__ ~~~G City of Rexburg `„ - --------~-------- Department of Community Development Aniericn's 1'andly Cornmunify 19 E Main St. / Rexburg, ID. 83440 Phone (208) 359-3020 /Fax (208) 359-3022 PERMIT APPLICATION INVOICE Invoice Date04/24/2006 Application#:0600004 Perm itTypec Commercial Addition Project: Lincoln School Addition Applicant: JRW & ASSOCIATES Site Address: 358E 2ND S 1152 BONDAVE Rexburg, ID Rexburg, ID 83440 The following fee amounts for this permit appli cation are unpaid at this time: Fes Tran Fee Description -- - - Gode - - Amount ~, J Building Permit Fee 01-322.11 $ 2,699.25 Commercial Plumbing Permit Fee 01-322.14 $ 980.00 Fire Impact 20-355.00 $ 245.47 Hookup Fee/Sewer 35-347.30 $ 1,000.00 Hookup Fee/Water 34-346.30 $ 1,550.00 Mechanical Fee Based Calulation based on ME 01-322.12 $ 1,610.00 Plan Check Fee 01-322.17 $ 369.93 Police Impact Fee 07-355.00 $ 564.71 Water Meter & Parts 25-346.20 $..1~'F8:2& _ Total: $~ 10,53 7.56 ~~ r J~` ~/"ti~ R MAY 1 5 2"'?5 Page 1 of 1 REXBURG City of Rexburg ,.:. ~,,:,.,::~ Receipt Number: 06-0314 Department of Community Development 19 E Main St. / Rexburg, ID. 83440 Phone (208) 359-3020 /Fax (208) 359-3022 Receipt Date; 05/15/2008 Cashier:JAN~LH Payer/Payee Name: JRW & ASSOCIATES Original Fee .Amount Fe Permit# Fee Description Am©unt Paid I3alan 06 00004 Plan Check Fee $369.93 $369.93 $0.00 0600004 Building Permit Fee $3,699.25 $2,699.25 $0.00 0600004 Commercial Plumbing Permit Fee $980.00 $980.00 $0.00 06 00004 Fire Impact $245.47 $245.47 $0.00 06 00004 Police Impact Fee $564.71 $564.71 $0.00 06 00004 Water Meter 8~ Parts $1,518.20 $1,518.20 $0.00 0600004 Mechanical Fee Based Calulation based on M~ $1,610.00 $1,610.00 $0.00 06 00004 Hookup Fee/Water $1,550.00 $1,550.00 $0.00 06 00004 Hookup Fee/Sewer $1,000.00 $1,000.00 $0.00 Total: $10,537.56 Previous Payment History Receipt # Receipt Date Fee Description Amount Paid Peirtnrt # 06-0009 01/05/2006 Building Permit Fee $1,000.00 0600004 Payment Check Payment Method Number Amount CHECK 10846 $ 10,537.56 Total $10,537.56 genpmtrreceipts Page 1 of 1 Ow'Tf'er-Project Feature ~ DYER lay Chk'd By Rev. By Project No. G R O U P <« Date Date Date Shee~ of ENGINEERING PLANNING MANAGEMENT AccountNumger: 70-D92DO.DO Cu er. j Name: LIALOLH SCHOOL /321 f208) 359-3300 ! F ! SefVICB AddfeSS: 358 E 2ED S Period Range D4Da D6Da Month n Sub Total I°I Meter Type n r Re n... i Dav~ H.. Bea Readi End Read U944e P.F N11. .. Hetec No 1 Dial Co. ST ^ 0603 111 0602 111 0601 BO 0512 74 0511 74 0510 176 0509 151 OSDB 225 0507 72 0506 66 0505 50 0504 436 0410 86 0409 115 0400 175 0407 95 0406 25 v xxxx Screen Printetl *x*** Date: 6/5/2006 2:46:53 PE User: deborahl Program: UBM200 Account Halter Update Version: 20.06.05.11.00.33.11 i ........... er: AccountNumper. 7D-o92DO Do p~ (y08) 359-3300 Name. LIHC011A sLH00L A321 i Service Address: 35e E 2}ID s Period Range o4D4 0604 Month n Sub Total I°I MeterType n 1 - - ^~ Ren Dayi X.. Beg Reac Cni v.~ed~ Usn9e AP 811_.. lSe ter Po Dial Co _~ tr • • _~. ~...,._ _._ ____ 111 0603 111 0602 80 0601 74 0512 74 0511 170 0510 151 0509 225 0508 72 0507 66 0506 50 0505 436 0504 86 0410 115 0409 175 0909 95 0407 25 0406 121 0405 _ ....................... x xxx gcreen Printed *x*** Date: 6/5/2D06 2:46:59 PII User: deborahl program: UHM200 Account Halter Update Version: 20.06.05.11.00.33.11 ........... .................. .. ............ Cu er: a Ac~ountNumber. 70 20400 0o f2DeJ 356-5423 i Name. LIHCOLH SCHOOL SPRIHRLER I Service Address: 35e a zwD s !~ Sub Total I'I Meter Type n Period Rnnge o4D4 0604 Month n a _ .__ t ~a.~ co sr 0 0603 155 0602 0 0601 0 0512 0 0511 650 0510 1071 0509 1426 0508 1022 0507 340 0506 0 0505 p 0504 910 0503 36 0410 73q 0409 1399 0408 592 0407 ................................_...-- xx*x Screen Printed xxxxx Date: 6/5/2006 2:50:31 PH Uner: debor nhl program: UHH2O0 Account Hester Update Version: 20.06.05.11.00.33.11 _ ~ Cu mer: AC,~OUM Number'. 70-20400.00 208 356-5423 ( ~ P Name: LINCOLN SCHOOL SPRINKLER I $eNIC8 .4ddfe55: 358 E 2ND S Period Range oa04 0604 Month n Sub Total I`I Meter Type n B_C p^-"-d End Read F ~ ~ iD Una a AF Bil... Heter No Dinl Co 3C ,. . . a i , n _Pec Ren... - ~ ~ 155 0602 0 0601 O 0512 0 ~ 0511 650 0510 1071 I 0509 1426 0508 1022 0507 340 0506 0 0505 0 0504 910 0503 36 0410 734 i 0409 1399 0408 592 0407 1 0406 379 " ' .. 0405 ... ........... .. xxxx Screen Printed xxxxx Date: 6/5/2006 2:50:36 PH IIser: deborahl Proprem: UHH2O0 Account Master UDdate Version: 20.06.05.11.00.33.11 ~ ~ • • ~,-~o~ "",; ~" 8uemt~ry No.t 4 ~11E:"71~ PIkE$1 Project Name: iiNEJOLM.#AR10 tWunher: os-ooos Gent t4urt~er: JRWASS P.O. S47X x.43 WALTERS REDI MIX Rexburg, ID 83440 ~ No.: 850 C.~~1/E S7RENQ1'H SE~AARY ID S12~ MOC# DATE CAST TEST AGE TEST DATE TOTAL LOAD C S~TREPRE~SHIE REQ. PASS or PAIL 0397A B"X12" 513 4125 7 52 134670 4764 3000 PASS 03978 6"X12' 513 4/25 28 5123 172910 6116 3000 PASS 03970 B"X12" 513 4/25 28 5123 170858 6037 3000 PASS 0398A 6`X12" 513 4126 7 5/J 134670 4764 3000 PASS 03968 8'X12" 513 4/26 28 5124 145180 5135 3000 PASS 03980 6"X12" 513 4/26 28 5124 146220 5172 3000 PASS 0403A 6"X12" 513 514 7 5111 128560 4548 3000 PASS 04038 6"X12" 513 5!d 28 B/1 171840 6079 3000 PASS 04030 6"X12" 513 5!4 28 ~1 166680 5895 3000 PASS Pagel • Fire Fee's Fong's (7~j pp3 ~C.P Review fee $50.00 operation permit Sprinkler fee $100.00 $50.00 operation permit Alarm Fee $100.00 Pinnacle prj ~~ ~C,1 Review fee $50.00 operation permit Alarm Fee $200.00 Lincoln School ~sz. CGS{ Review fee $50.00 operation permit Alarm Fee $100.00 Farm Credit Services fXsz (X~to1~l Review fee $50.00 operation permit Alarm Fee $100.00 Promark ©(,Q ~~c~ Review fee $50.00 operation permit Sprinkler fee $100.00 $50.00 operation permit Alarm Fee $50.00 Madison Memorial C7C¢ Q'~I gc} Review fee $50.00 operation permit Sprinkler fee $100.00 $50.00 operation permit Alarm Fee $200.00 Millhollow Church ~~'~ Review fee $50.00 operation permit Sprinkler fee $100.00 $50.00 operation permit Alarm Fee $100.00 Amet p~ po33o Review fee $50.00 operation permit Sprinkler fee $100.00 $50.00 operation permit Alarm Fee $200.00 Child and family Resources ~ ~~~eview fee $50.00 operation permit Sprinkler fee $100.00 $50.00 operation permit Alarm Fee $50.00 American Construction q~ ao3lQte Review fee $50.00 operation permit Sprinkler fee $100.00 $50.00 operation permit Alarm Fee $100.00 0 ,~ ~~ ~~:~ January 31, 2006 06 00005 Lincoln School Addition City of Rexburg 19 E. Main st. Revlslons 3/14/2006 Rexburg, ID. 83440 Re: Plan Review Response for Lincoln Elementary School Addition .Permit.#OS 00005 The following items are modifications to the Bid Set Plans, as required by the City of Rexburg- building and fire departments. The information below and the drawings attached will be incorporated into the: contract documents. SITE PLAN REVIEW Bui~din~ Department Review Item. #4 -Parking Configuration; a. Two handicapped parking spaces (one van) are required and must be provided on the closest route to an accessible exit. Identify on site plan the accessible route to an accessible entrance. Acknowledged, please see attached site plan for revisions. Fire Department Review Item #2 =Water Supply: a. Hydrants required to be within 400 feet of structure. Existing hydrant on Second - South over 460 feet from structure. Accessibility to proposed hydrant in,parking lot is poor. New hydrant would be better suited on east side of structure on Fourth East and directly in front of structure on site. Acknowledged, please see attached site plan for added fire hydrant. Item #3 -New parking lot exceeds 150 feet and requires aturn-around for fire apparatus. Access on south side of building also requires fire apparatus turn-around.. Acknowledged; please see attached site plan. for revisions. Item #4 -Fire lane: signage required, please add additional notes on plans. Acknowledged, these will be added per Code. Public Works Review Item # 1 - The replacement of the sidewalk on 2°d South requires 12-inches of granular material under the sidewalk, not 6 inches. This has been corrected in Addenda #1, changing 1152 BOT1Cl AV2Ilu6 Qualifications Certified By: REXBURG .IDAHO (208) 359-2309 N.C.A.R.B. Fax 359 - 2271 NATIONAL COUNCIL OF ARCHITECTURAL REGISTRATIONBOARDS ARCHITECTURAL - ENt~INEERINCi - CONS7.'RUCTIOIIT MANAQrEMENT ~: • 0 _g~ A,SSOCIAI'ES granular fill to 18-inches of engineered fill beneath 6-inches compacted gravel base. Item #2 -There is no method for handling stormwater runoff from the site other than just dumping in across the sidewalk and onto the street, City requirements on the hill are that the peak runoff from the site cannot increase from the preconstruction condition. There will need to be a stormwater detention facility constructed to limit the flow :from the new parking lot and building addition.. The runoff cannot justdump across the~sidewalk. A method must be developed from providing flow under the sidewalk. All storm drainage facilities are to be constructed in compliance with the State of Idaho Besf Management Practices for Storm Water: As per site plan SD1.2, there are -two detention areas located to the north of the proposed parking lot. A valley gutter across the drive entrance on the back side of the sidewalk will be added to divert all parking lot runoff to the detention ponds. Please see attached drawing SD1.2. Item #3 - A stormwater runoff containment plan will also need to be submitted and reviewed. for approval. Please see attached drawing SD1.2 BUILDING PLAN REVIEW Building Department Review Item #10 -Site plan has been reviewed. There are outstanding unresolved issues. See responses under site plan review. Item # 11 -Provide energy review. Please see attached energy compliance review. Item. # 12 -Building Code Fire .Compliance: a. Identify how the 2-hr. firewall that separates the addition to the existing building meets the requirements of Section. 705.2 of the 2003 IBC. The -two hour wall is a free standing structural wall that is nonattached structurally'to the existing building. or the addition. b. Indicate how the firewall (including parapet) meet the requirements of IBC 705.5.2. The proposed construction is in compliance with exception identified in 705. S. 2.3. c. Also identify how plumbing and other penetration will be dealt with on the 2-hr firewall and the 1-hr corridor walls. All plumbing fixtures occur on a wall type "W6 ", which has an additional 2x4 wall furred out from the 2-hr rated wall. Plumbing will occur within this cavity.. d. The code analysis on page G1.1 identify draft stops being required. Please identify draft stop location on the roof plan. Please see attached roof plan.. e. The corridor walls are 1 hr rated. Identify ducts and fire dampers that will meet the requirements to penetrate these walls. Per the mechanical plan, there are no. ducts that penetrate through the 1 hr rated corridor walls. Fire stopping is addressed in specification sections 07270, 15292 and 16111. f. -The roof assembly is required to be 1-hr rated. Provide rated: assembly information that identifies that the current roof configuration. Please see 1 1 5~a BOrid AVPinllPi Dualifieations Certified By: RF,XBL~Cx, IDAIi~ , (208) 359-2309 N.C.A.R.B. Fax 359 - 2271 NATIONAL COUNCIL OF ARCHITECTURAL REGISTRATION BOARDS ARCHITECTURAL - E11TCiINEERINQr - CONSTRUCTION MANAGiE1VIENT ^ • ~ --.r ---- 8c ~~~s Addendum #1, the roof/ceiling. assembly is in compliance with ICC ES report ESR-1153. Item #13 -What is the .heating source for the ER-1 registers located in the restrooms? ER-1 is an exhaust register that will be connected to the exhaust fans (EF-2) fixtures. The heat source in the restrooms is achieved through electric heaters .identified on the drawings as EH. Item #14 -Miscellaneous a. Masonry must be flashed and have weep holes as per IBC section 1405.3.2. Please identify on plans. Flashing and weep holes requirements are identified in the specifications, .Sections 04255 and 07610. b. Provide manufacturer's information that identifies the roof materials as Class B per IBC Table 1505.1 Specification identifies the roof classification in Section 07514. Actual product literature will not be available until the project is awarded and a specific manufacture is known. Item # 15 -Structural Review a. Provide structural calculations. Please see attached. b: Also provide a letter from the Special- Inspection's Firm; to the City that identifies what they will be inspecting and the frequency. Structural observations are required as per IBC Section 1709. L Upon selection of a testing firm,. the requested letter will be furnished. Fire Department Review Item.#4 - Occupancy requires extinguishers. Please show locations on plans. Please see sheet A1.1. In the corridor. the fire extinguisher is identified as "F. E. C. Item #5 - No fire sprinkler system shown on plans. Address proper fire separation if no .suppression system is installed. Asper Code, the existing building will be separated from the addition with a 2-hour fire wall as identified on the construction documents. Item #8 - Alarm systems, submit letter of intent from licensed contractor. Contractor is required to submit plans for final approval. before installation of alarm system. Please see drawing sheet E4 "Floor Plan -Fire Alarm "and specification section 16710 for intent, of fire. alarm system. Upon. award of bid; shop drawings will be furnished by fire alarm contractor. Item #9 - Required lock box for.-this occupancy. Forms available at the Rexburg Fire Department. Acknowledged, this will be furnished as requested. Should you have any further concerns or questions, please do no hesitate to contact me. Sincerely, Brent A. McFarland, A.I.A. 1152 Bond Avenue ouartications Certified By: REXBURG, IDAFIO (208) 359-2309 N.C.A.R.B. Fax 359 - 2271 NATIONAL COUNCIL OF ARCHITECTURAL REGISTRATION BOARDS ARCHITP3CTVRAL - ENGINEERING - C011TSTRUCTI011T MANAGEMENT- Ix r~ooF ..lolsr sPAG~ BI=10W ~---------- ----------- -- r I r ~; ---------------- -~- ~ - -- n I_ ~ ' I ~ ~ I ~ ' ' I ~ ~ i , ~ i ~ ' i ~ ~ I I I I ' ~ I ~ i ~ ~ ~ ' ~ ~ I , ~ ~ ' I i r4TTIG KENT, /~URft TOR ~ "PAY-18' OR A PAL., I o ~ i , TYPIG4L OF b, sib n3 i Ad.4 Slb ~ I ~ <~ sae, i I i i ~ I o ~ ~ ~ ' ° I ~ ~ I ~ ' ' ~ ' I ~ I ~ i ~ I ~ ' ~ ~ ~ ~ ~ I ~ ~ ' ~ I , . ~ i , ~ i ~~ ~ I ~ ~ ~ 1 ~ ~ I ~ 1 ~ ~ ~ ~ 1 1 ~ ~ ~ ~ ~ - ~------a~a~------------j- -1- ¢ Il ----------------- ~ -J O - No' 1Z00~ ~L~~ SG/4LEs I/Ib'= I'-O' ecmv a~wn~ m MLIS IyMY-M. u L I ~IGOL~I ~L~1~~NT~1ZY Job N2og2 Pags SGHOOL ~~7t71TlOl~l °ata ~ ASSOCIATES I/31/ob _- • ADDENDUM NUMBER ONE January 20, 2006 To all contract bidders of record for the work titled: Lincoln Elementary Classroom Addition Madison School District #321 Project Number: 292 Please notify everyone concerned, including suppliers as to the issuance and contents of this Addendum prior to the date of bid opening. This Addendum is a part of the contract documents and modifies them as follows: This Addendum consists of 15_ page(s) including attached drawing(s). GENERAL I. Revised BID PROPOSAL FORMis included in this Addendum. Use this bid proposal form for submittal of bid. Bid packages have been modified and Alternate #3 added. IL Alternate #3: The following scope of work shall be part of Alternate #3 and excluded from the base bid. All work associated with the construction of the parking lot, including the partial demolition of the existing driveway, expansion of existing turn around and construction off' new gate. As identified on drawings D 1.1, SD 1.1; SD 1.2 and SD2.1 III. A copy of the Pre-Bid Conference meeting minutes and sign in sheet are enclosed in this addendum. IV. Lumber /Joists to be owner furnished, spec: section 06072, 06110,06165 & 06193. V. Each trade will be responsible for furnishing and installation of their own sealants/fire caulking. VL Substitutions: This is an acceptance of general quality only. No attempt has been made to check each material as to special features, capacitates, or physical dimensions specially required for the project. It shall be the responsibility of the supplier, manufacturer, and contractor to check all requirements before submitting for final acceptance. Final acceptance of exact features, sizes, capacities, etc..., all of which must match materials indicated and specified, will be determined when submitted during the construction period. Certain acceptances are subject to conditions noted. Section Item Manufacturer Architectural 04255 Veneer Masonry System Interstate Brick, Mission San Jose, Ruff Combed 07514 Modified Bitumen Roofing GAF , 07514 Modified Bitumen Roofing CertainTeed 09687 Carpet Bigelow, New Basics with UPS Backing 09650 Resilient Flooring Mannington, Essentials 08256 FRP Pebblegrain Doors Corrim 08550 Wood Windows Pozzi Mechanical 15891- Exhaust Fans Carnes 15940 Air Outlets & Inlets Carnes 15940 Air Outlets & inlets Tuttle & Bailey 15951 Temperature Controls Utah Controls Electric Heaters Indeeco Electrical See attached • • ~~ SPECIFICATIONS 1. Section 03313 A. Delete subparagraph 1.1.C.5. B: Delete subparagraph 3.4.2. Insert the following: "If floor leveling compounds or concrete patching compounds are required to bring floor into specified tolerances, they will be provided and installed at contractor's expense. The contractor will not be reimbursed for labor or materials needed to bring floor into specified tolerances." 2. Section 02742 A: Subparagraph 3.1.B.3, change minimum engineered fill under parking and concrete subject to vehicular traffic to 18-inches.. B. Survey staking will be owner furnished. 3. Section 07261 A. Paragraph 2.1.A minimum vapor retarder thickness under slab is 6 mil.- . B. Vapor retarder specified in paragraph 2.1.B shall be used for ceiling vapor also. 4. 'Section 07634 A. Delete paragraph 2.1.B. Soffit to be fully perforated. .Basis of design of design Alcoa "Double SPro-Select" PSS10V. 5. Section 08810 ' A. Paragraph 2.1.A, storefront glazing to be clear low-e temperd. B. Add the following Paragraph 2.1.B. Window glazing to be 1-inch clear low-e tempered. 6. Section 10160 A. Paragraph 2.1.A. l:A. Basis of design shall be Siena Series 1092 with institutional hardware DRAWINGS 1. . Sheet D l . l A. Sawcuf portion of existing asphalt and trench from existing transformer to edge of lawn to the south to accommodate new electrical service, see Division 16. 2. .Sheet D 1.2 A. Remove existing floor finish and wall base in. existing vestibule. B. .Remove existing suspended ceiling system in existing vestibule. 3. Sheet SD1.1 A. Change keynote#26 adjacent to parking lot enhance to keynote #27. B. Base bid hyrdro-seeding scope-of--work is as follows: preparation and hyrdro=seeding of 45,000 square feet. C. Alternate #3 hyrdo-seeding scope-of--work is as follows: preparation and hydro-seeding of 12,000 square feet. D. Handicap isle shall be 8'-0" wide in lieu of 5'-0". E. Patch back existing asphalt between existing transformer and lawn as required from demolition needed for new electrical services. 4. Sheet SD2.1 A. Details A & B, add 6" compacted gravel base beneath asphalt paving. B. Detail B, at concrete curb and walk, add 18" engineered fill beneath the 6" compacted gravel base. 5. Sheet A1.1 A. Install door 27 in Girls 108. See attached drawing. B. Install door 28 in Boys 112. See attached drawing. C. Provide wall type W3 infill at door 21 as shown on attached drawing. D. Roof Ceiling assembly is 1-hour rated per ICC ES report ESR-1153. (1) layer of 5/8" type'`X' gypsum board to be applied to USG RC-1 channels at 16" o.c. E. Wall Type 1, is 1-hour fire rated per GA No. WP3510 F. Wall Type 3, is 1-hour fire rated per GA No. WP3510, extend 5/8" type `x' gypsum board under brick veneer and'/2" APA rated sheathing. • 6. Sheet A1.3 A. Install new suspended ceiling system and lights in area of demolished vestibule. 7. Sheet A2.1 A. North and west elevation shall have 30" tall parapet wall between existing building and addition. 8. Sheet A3.1 A. Section A & B, add USG RC-1 channels at 16" o.c. at roof joists, apply 5/8" type `x' gypsum board per ICC ES report ESR-1153 1-hour rating. 9. Sheet A4.1 A. Section 1 & 2 add 4" tall backsplash. 10. Sheet A5.1 A. Door schedule, add door 27 & 28 as follows: Door Type "A", Width 3'-0" Height 7'-0", Thick 1 3/<", Wood, stain. Frames to be Type "1", hollow metal paint. Door assembly to have 20 min UL Label. Provide 3 hinges, push/pull hardware, smoke gasket and door closer as per specifications. B. Door schedule, existing door frames for door 22 & 23 are aluminum. 11. Sheet A6.1 A. Modify detail A per attached drawing. B. Install floor finish F2 and wall base B2 in area of demolished vestibule. 12. Sheet S 1.1 A. Change slab reinforcement to #4 at 24" o.c. each way. B. Foundation wall along north & west shall be 6' tall with #4 reinforcement bar at 12" o.c. horizontally. Top of footing to be 94'-0". C. Slope concrete slab to drain 1/8" per foot in Girls 108 and Boys 112. 13. Sheet M1.1 A. Add a ceiling radiation fire smoke damper to the CD-1 ceiling diffuser in Comdor 110. Connect to comdor fire/smoke detectors as specified in Division 16. B. Custodian 107, Rough-in 1/2 -inch hot and cold water lines between P-5 Janitor Sink and P-8 Water Heater for future emergency shower by Owner. Rough-in at 48" A.F.F. Provide shut-off valves and caps. 14. Sheet M1.2 A. Exhaust fan schedule,' change EF-1 to read 300 cfm, .25" s.p.e, equal to Pem~/Barry DX06B. Controls shall be thru DDC system for programmability. B. Electrical heaterschedule, control shall be thru DDC system for programmability. C. Water heater detail, expansion tank shall be Amtrol ST-12 in lieu of St-5 shown. 15. Electrical see attached. End Of Addendum #1 Jah 20 06 11:58a Payne gineering Inc. (2081 ~2-1435 p.l MADISON SCI300L DISTRICT' LINCOLN ELEMENTARY ELEC'T'RICAL ADDENDUltT #1 20 Ianuary 2006 1. Spec Section 16111, 3.01, A: EMT xninimum size'/Z" for branch cixcuits, 3/.e" minim~.um far all homeruns. Ali other minimum sizes shall remain as specified. 2. Room # 114; Relocate light switch to latch side of door. 8. E.C. shall include in base bid all trenching, backfill, conduit, installation and supervision fur installation ofthe primary condcxit from the existing powex pole, around the netiv construction, around the South side of the existing classroom trailer, to the existing transformer for relocation of .the electrical service. Field verify exact distances. Conduit installation shall be to Pacificorp standards of installation. Anticipated conduit size: 4". Install this conduit as soon as possible to facilitate project schedule. All asphalt cutting and replacement by G.C. 4. Sheet E4: Provide acid install 120v. connection to a fire smoke damper located at the south end of Corridor # 110, near vest., 120. Provide and install relay controlled by fire alarm system such that damper will close upon alarm~ 5. Sheet E4: Provide and install two magnetic door hold opens at the new cross corridor doors at the north end of new corridor # 110. Control hold opens with fire alaxxn system such that doors close upon alarm. 6. Sheet E3: E.C. shall coordinate exact rough-in and conduit routing for the 1=NAC controls with Div. 15 Contractor prior to Rough-in. 7'. Rooms #108 and #112: Connect the tuo exhaust fans in These rooms to spare 20A., lp. breaker in panel L 1. Install a '/Z" conduit firom each fan to above corridoi -ceiling for control cable by div. I S. 8. Rooms #108 and #112: Provide and install a %2" conduit with pull cord from each ofthe thermostats and from each of the'EH-1 heaters to above cgxridor ceiling for control cable by Div. 15. 9. Corridor # 110: adjust location of Panels L, LI, one duplex receptacle, ceiling light fixture and the new corridor light switch to aceommociate new cross corridor doors at north end of clew Corridox #llo. 10. Sheet E3: Provide and instaii three additional vaice/data jack rough-in in each of the four classrooms for a total of four per each room, one on each wall, exact placement by Owner in field. See symbol schedule sheet El for rough-in requiremetzts. 11, Sheet E~: pr8vide and install two magnetic door hold opens (one at door227 and one at door 28) Control hold opens with fire alarm system such that doors close upon alarm. • DOCUMENT 00300 BID PROPOSAL FOR MADISON SCHOOL DISTRICT #321 LINCOLN ELEMENTARY SCHOOL ADDITION REXBURG, IDAHO DA' Proposal of (hereinafter called Bidder), a corporation, organization and existing under the laws of the State of Idaho, a partnership, or an individual doing business as To: Madison School District #321- . 290 North First East Rexburg, Idaho 83440 The undersigned, in compliance with the invitation for bids for materials and construction work required for the construction of the proposed work, having examined the plans, specifications, related documents and the site of the proposed work, and being familiar with all of the conditions surrounding. the requirements of the proposed projects, including the availability of materials, and supplies, agree to complete the work required in accordance with Contract Documents, within the time set forth therein, and at the prices stated below. These prices are to cover all expenses incurred in providing the materials and/or installation or other construction work required by the Contract Documents which are bid, and of which this proposal is a part. Bidder hereby agrees to commence work under this contract on a date to be specified in a written "Notice To Proceed" from the Owner issued after the contract is awarded, and agrees to fully complete the work within the time schedule established in the Construction Documents, and will forfeit ($.100.00) per day.for every calendar day beyond the day of substantial completion. Bidder acknowledges receipt of addendum(s) number(s) Bidder agrees to perform all the work required and as indicated and described in the specifications and' shown on the drawings, and proposes to provide all material and/or installation, in the time stipulated and as necessary and incidental to the work for the bid price as follows: By bidding, the bidder herein acknowledges having reviewed and agrees contractually to the Bidding Requirements, Contract Requirements and Division 01 -General Requirements as identified in the Project Manual: Amount shall be shown in both words and figures. If there is a discrepancy, the amount shown in words shall govern. • i BID PACKAGES: EARTHWORK: 02051,02070 (excludes building related demolition), 02230, 02311, 02312, 02315, 02316, 02517, 02535, 02630, 07111, 07213 (foundation Insulation only), 07261 (underslab vapor barrier only) BASE BID: DOLLARS ($ ALTERNATE.#3 BID: DOLLARS ($ ASPHALTIC CONCRETE PAVING: 02742, 02763 BASE BID: ALTERNATE #3 BID: OLLARS ($_ DOLLARS ($ SITE CONCRETE (curb & gutter, walks, pads, etc.): 02776, 03210 BASE BID: DOLLARS ($, ALTERNATE #3 BID: DOLLARS ($ ) LANDSCAPE: 02901, 02922, 02935 BASE BID: DOLLARS ($ ALTERNATE#3 B1D: DOLLARS ($ CAST 1N PLACE CONCRETE: 03120, 03210, 03313 (structural, floor slab, etc.) BASE BID: DOLLARS ($_ MASONRY: 04255, 05500 (lintels only) BASE BID: DOLLARS ($ ) GUARDRAILS /HANDRAILS: 03603, 05500 (excluding lintels) BASE BID: DOLLARS ($ ROUGH CARPENTRY: -02070 (excludes site demolition), 06092, 06110, 06165, 06.193, 06201 BASE BID:. DOLLARS ($ ) ALTERNATE #2 BID: DOLLARS ($ ARCHITECTURAL WOODWORK : 06221, 06401, 06410, 06452 -BASE BID: DOLLARS ($ ) INSULATION: 07212, 07213 (excludes foundation insulation), 07261 (excluding under slab) BASE BID: DOLLARS ($ ) ROOFING: 07514, 07610, 07634, 07636 BASE BID: DOLLARS ($ ALTERNATE #2 BID: OLLARS ($ ) DOORS & HARDWARE: 06202, 08151, 08216, 08256, 08310, 08701 BASE BID: DOLLARS ($ ALTERNATE #1 BID: DOLLARS ($ ) WINDOWS: 08550, 08810 BASE BID: DOLLARS ($ ACOUSTICAL CEILINGS:. 09130, 07261 BASE BID: GYPSUM WALLBOARD: 09250, 09560, 09771 BASE BID: CERAMIC TILE: 09305, 09310 DOLLARS ($ ) OLLARS ($ BASE BID: DOLLARS ($ ) FLOORFNG`. 09608, 09650, 09687 BASE BID: DOLLARS ($ ) PAINTING: 09901, 09912, 09923, 09924, 09925, 09936, 09940 BASE BID: DOLLARS ($, MECHANICAL/PLUMBING: 10210, DIVISION 15 BASE BID: DOLLARS ($ ) ELECTRICAL: DIVISION 16 BASE BID: DOLLARS ($ ) The. 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 remain valid and may not be withdrawn for a period of forty five (45) calendar days after the scheduled closing time for receiving bids. Upon receipt of written notice of the Owner's Intent to Award the contract, the bidder shall execute, within ten (10) days, the attached formal contract and deliver to the Owner a Performance Bond and Labor and Materials Payment Bond in the amount of 100% of the bid amount by a surety company authorized to do business in the State of Idaho, a Certificate of Insurance issued by a • • surety company authorized to do business in the State of Idaho and accompanied by Power of Attorney, a Contractor's Affidavit Concerning Taxes, and the Public Works Contract Report. In the event the contract documents stated above are not returned within ten (10) days, the attached Bid Guarantee for five percent (5%) of the bid amount becomes the property of the Owner for use as liquidated damages for the delay and additional expense to the Owner caused thereby. Enclosed is bid guarantee consisting of: In the amount of five (5%) of the bid amount. Bidder understands that if he does not answer all of the questions, and fill out all blank spaces provided for answering, the bid may be rejected as an incomplete bid. The State of Idaho policy prohibits purchase of asbestos products and asbestos containing materials for use in or on any facility, including personal and real property, where acceptable alternatives are available. The contractor certifies by submission of this bid proposal that the products or materials to be furnished as a result of this bid are free of asbestos and hazardous materials. The owner will hold the contractor and/or his supplier(s) liable for any asbestos and/or hazardous material removal and replacement costs as a .result of the contractor's failure to comply with this requirement. TIME SCHEDULE: Bidder agrees to complete the work within the time schedule as established by the Owner. Basic Principles of the project schedule are as follows: A. Construction start on or before March 13, 2006. B. Project substantially complete on or before August 1, 2006. C. Each bidder agrees to accomplish their work within the overall schedule and in concert with. other trades as directed by the Owner. PLUMBING: LICENSE MECHANICAL: LICENSE ELECTRICAL: LICENSE OTHER: LICENSE The undersigned notifies that he is of this date duly licensed as a Public Works Contractor and further that he possesses Idaho State Public Works Contractor's License No and is domiciled in the State of Dated this (date) Respectfully submitted, day of (month) 2006. • • Name of Bidder ~comPa~y> (Seal, if bid is a corporation) Business Address Signature of authorized representative Title Telephone number END OF DOCUMENT 00300 I'-O° I' TFfIGK Ff~4RDYVOOD 3/8'X2-I/2' 2-1/2'X3/4' 1/4'X4" 5TfZ4P ST~l. l.aG BOLTS HARDWOOD o36' O.G. Pf41NTED 2X12 GOVT. BACKING - m I-I/2'XI/4' ~ ~ GARRIA6E BOLTS 036" O.G. ~ T Z ~ 1L lL 3 BW NIGKI=L GOAT HANGERS • Q' O.G.. {_: 3-1/2"X3/4" HARDWOOD ~~~~ I ~ G0,4T RACK ~4LT. #3 IS __-- ~~ST 2ut~ 50UTf~ 12 L.T. #3 fi~LT. #3 12 i~ ~4LT. #3 I6 ~ ,4LT. #3 17 1°,~1ZT1~1. ~i'/~ww~~~1~0.~' /1~.._/I~T 1011 S I'T~ !°L,~N r---r- I I ` 17 /ALT. #3 ~~ ~__ _~ f~LT. #3 _~ L 11\1GOL1~1 ~L~M~NT~IZY ASSOCIATES SG~OOL. ,~17I71TION ~~I_I WI~ #I Job No. Pags 292 Date I I/20/O/ O A z N ,~o-,oi ~ ~ ~ m ~ ~ ~ ~O- r ~.._ Q o N m ~ Q N ~.. ~ • o m 0 i ~Hl~~~d o `:,' # O ~ •~ _ ~ ~ ~~ ~ ~ ~ m ~ ~ m N n-,~ ~ r ~- ~~ wo-,oz ~ ~. ~ ~ ,Q ~ N ~ 'u_~il ~~ ~I .o-,oz .o-,os~ .o-,~ ~ ~ I I~GO~I~ ~~~~~I~iTl'~I~Y Job 292 Pagers ASSOCIATES SG~HOOL ~~~ I T I O1~1 fiats .G ° (/20/05 D r "~ 55ROOM `' l04 ~ 61 5 EXISTING 108 CUSTODIAN CLASSROOM ~ lob 27 5 W4 6 wt ~ O HALL ~ ~~ 1 Ilq ~ ws D ~ ---- ` ~ ~ P.E.G. I O P ~--- ~ 4'-O" 7R A~F.I ~ 5E~ DWG. B/~I.~ 21 f, SIM ~ 4'-O OPP. ICI ~ _ ~ ~SSROOM 13 G A4.1 15 HALL /MEN 14 13 120 ` 10~I ~ \_, 10 WS ~ 11 W1 28 U SIM. oPP . ~ A4~.I 6' BOYS Iii L4~ CUSTODIAN EXISTING III CLASSROOM ADDENDUM #I ~'~ L 11~GOL.N ~L~t~~~tT~RY Job 2q2 Page 5Gf-~OOL. ,~t717 I T I Ol~l Date ~ ASSOCIATES I/2o/o5 ! • Meeting Minutes Per-Bid Conference Project: Project #292 Madison School District #321 Lincoln Elementary Addition Rexburg, Idaho Discussion: The project date, time and place were discussed. The project bid opening will be at Madison School District #, 321 Board Room at 290 North 1St East Rexburg, Idaho until 2:OOpm, prevailing local time, on January 25, 2006. An addendum will be issued on January 20, 2006. All substitutions for alternate materials other than those specified are requested to be submitted prior to noon of the .day the addendum is to be issued. A Public Works license is required of all contractors and subcontractors working on the project. A bid bond of 5% will be required. Performance and payment bonds will be required. The project construction is anticipated to start on or before March 13, 2006 and completed on or before August 1, 2006. NOTE: The Owner will continue to occupy the site during the course of construction. This may require thatsome work occur after business hours or on weekends. JRW & Associates has been retained by the Owner to provide Construction Management Services. Bids will be received for portions of work as identified on the Bid form. The scope of work includes a 6,870 s.f. wood frame addition with brick veneer and built- up roof. The addition will contain 4 classrooms, 4 work rooms, 2 mechanical rooms, and 4 restrooms. Also to be completed as part of this project will be site improvements as detailed in the construction documents. Lincoln Elementary Pre-Bid Conference 292 Addition 1 • • Work to be completed out of the contract, by other forces, will include materials testing (such as concrete, compacting and welding). The Subcontractor's use of the site shall be coordinated with the Owner/Construction Manager during the course of the project. Site access and staging will probably be located to the south of the existing building. Security fence will be installed there as needed and coordinated with the Owner and Construction Manager. Read plans carefully for demolition of existing items. The demolition plans are schematic in nature. There maybe additional demolition work required that is not specifically noted on the drawings. Complete all items on the Bid Proposal. Acknowledge the number of addenda received. Do not leave spaces blank. Fill out and submit Document 00305 with bid. There are (3) Alternates on the prof ect. -Alternate No. 1 -Provide prefinished aluminum soffit and fascia on existing building. -Alternate No. 2 -Replace existing doors and hardware (additive). -Alternate No. 3 -Site work associated with parking lot and driveways (additive). The consultants for the project are as follows: ESA is the Mechanical Engineering Firm, Payne Engineering is the Electrical Engineer, and ESz is the Structural Engineer. The meeting was adjourned to complete a project walk through. The building/site maybe viewed at a later date prior to bidding by appointment. . Questions received during the Pre-Bid Conference will be incorporated into the Addenda #l. END OF. PRE-BID MEETING MINUTES Lincoln Elementary Pre-Bid Conference 292 Addition 2 ~ ~ ;: f ~ . • . - .. ;~ ~i ; . -- . ~ f. f ~ ' ~~~~ `'r~-'~.~ ' `~~.4-7T~ ~~~2~7Z > ~~~ ~.S/!Q/Vn Vl"V !~ . - `p,~- ~~~ ,. ~~-- ~~ ~'1,` L(?~ ~ ' ~ fit( - ~~~ f~L 6'Z~ ~~3 - o ^ J QR~^~. /~~W'~'~l /'~~rr /7~~~9Jy ~9 ~' V ~ ~~ `` - 1 ~ ~ ~~E~( f~e~~ fv~ ~c-7` ~ 1c7 `•~.~,~ f~ !<.a: ~>~ ~...sc'4'',- ~''~5-~~' ,,~ j~:~- ~,i~" ~,a/ r ~l i ~ r f~1PC b ~L~~ >~r ~ 2`~. " T• r. ~~ ['.S r,:.i o ~ z2 ~ /~~ 5.~ ~~-.3~.?,~ ~ - E ~ ~ ~1 jm ~'4 ~1~~rY1~ -- ~' W c ~~ f' -- 3 S` , -~'?~3d 4 ~ ', , ` ~. ~, ~t ~ ~n 1~Cj' ~ L ~e ljvW p~-,'s~es ~ ~ ~~ - 75~:~ __.. ~ ~2 ` 3 ~ y~' ~ -- - ~~. t t ~ ,; ~f ,, .. ~ ~~ ~~ ~~ ~~ { f , . i~ ~~ i i i. . i i 1 F ~ 13 f - I ,~ !1 :, t' I;, I` ~: I~ i ;; ~I !'. ~: - FEB-06-2006 03:37P~1 FROf~I-ENGINEEREO SYSTEfuIS Mechanical Compliance Certificate 2003 IECC COMc~ieek EZ So$ware Version 3.0 ReteaSe Ia Data filc~amc: Unrided.rxlc Section 1: Project Information project Name: Lincoln Elementary School Addn 17esigner/Contzactor: Fngineereci Systems Assoc., Inc. 315 West Center Pocatello, ID 83204 Documont Author: Dwayne Sudweeks 208-233-0501 Section 2: General Information Building Location (fir weather data): Rolburg, Idaho Climate Zone: 16 Hating Degree Days (base 65 degrees F). 8693 Cooling Degrex Days (base 65 deslEes F): 143 Project Type: New Construction Section 3: Mechanical Systems List Permit Number Chackad By/Dart O_ uan___tity ~y~,Qp 'i'Y; e & Description 4 HVAC System 1: Heating: Dan fiumact, Eleatic /Cooling: Packaged Temliua! llnir, Capacity 7000 Btu/h, Air-Cooled Condenser 1 Single Zoae 4 HVAC System 2: Heating: Radiant Heater, Electric /Single Zone 1 Storage Water Heater 1: Sezvice Wager Heater Section 4: Requirements Checklist Bldg. I Dept, ( Use I ~ Regnlram~es Specific To: ll{VAC System 1 [ ] ! 1. Equrptnent minimum efficiency: I Packaged Telmittal DX Urrit: 11.0 FPR [ 1 I 2. Newly ptuchastd cooling equipmenr meets the cooling efficiency requirements I ~ Requitammts Specific To: HVAC System 2 ~ Kuqujrements Speafic To: Storage Water Heater i [ ~ ~ I. Heal U'8pS 111 inleVotlile[ fittings [ ] I 2. 112-in. insulation on 8 t ofinlerlourler piping ifno iatesrai heal traps 208-233-0529 T-673 P.002/006 F-121 ~~ FEB-06-2006 03:3TPl~l FROfiI-ENGINEERED SYSTEMS . 208-233-D529 T-673 P.OD3/D06 F-121 3. Electric Water Heater efficirncy >= 0.86 EF, 267 SL, 8tu~ (if> 12 kWj Generic Requftreaneats: Must be met by all systetas to which t~-e requfremeut is applicable 1. Load calculations ps:r 1997 ASHRAE Fundamentals 2. Plant equipment and system capacity no greater than needed to meet loads - Fxoeption: Standby rquipmeat automatically offwhen primary system is operating - Exception: Multiple units eantmlled to sequence operation as a fiunction ofload 3. Minimum one temperattu~ control device per system 4. Minimum ont humidity control device per installed humidifieation/dehumidification system 5. Thermostatic controls has 5 deg. F dasdbarrd - Exception: Thermostats requiring matural changeover bctwcrr- basting and cooling 6. Automatic Controls: Setback to 55 deg. F (heat) and 85 deg. F (cool); 7-day clock, 2-hour occupant overrida, 10-hour backup - Exception: Continuously operating zones - Exception: 2 kW demand or less, submit calculations 7. Automatic shut-offdamp~rs on exhaust systems and supply systems with air~ow >3,000 cfin 8. Ouuid~3ir source Sr ventilation; system capable ofrtadueing OSA io required miaitnutte 9, R-S supply and return air dun insulation in unconditioned spaces It-S supply and rGtu[n air duct insulation outside rho building R-8 insulation between ducts and the building exterior when ducts are part ofa building assembly - Exception: Duos Iocattd within equipment - Exception: Ducts with interior and rxtaior temperature durance not exceeding 15 deg. F. 10. Ducts scaled -longitudinal seams ou rigid dual; txansvme sceDns on all ducts; UL 181A or 1818 tapes and mastics - Exception: Continuously wddad and locking-type longitudinal joints sad seams on ducts operating at static pressures less than 2 inches w.g. pressure classification 11. Mechatucal fasteners and sealants used to connect dins and air distribution equipment 12. Hot water pipe insulation: 1 in. fir pipes <=1.5 in. and 2 in. for pipes >1.5 in. Chilled watedrefrigerant/brine pipe insulation: 1 in. ibr pipes <=1.5 in. and 1.5 in. fir pipes >1.5 in. Strain pipe insulation: 1.5 in. for pipes <=1.5 in. and 3 irr. 14r pipes >1.5 in. -Exception: Piping within HVAC equipment - Exception: Fluid tempcnstttres between SS and 105 deg. F - Exception: Fluid not heated or cooled - Exeeptioa: Runouts <4 $ in length 13. Operation and maintenance manual ptnvided to building owner 14. Balancing devices provided in accordance with IMC 603.15 l S. Newly purc3rasad service watQ heating equipment mcets thr efficiency mgturemrnts 16. Water heater temperature controls: 110 deg. F for dwelling units or 90 deg. F for other oceupancies 17. Stair anal elevator shaft vents are equipped with motorized dampers Section S: Cgmplianee Statement The proposed mechanical dasign rcprrscntcd in this docwntnt is consiatznt with the building plan.,, specifications and other calculations submitted with this permit application. Tht proposed mechanical systems have been designed to meet the 2003 IECC requirements in COMc3~edFEZ Version 3.0 Ralease la and to comply with the mandatory requirements its the Requirements Cbecklist_ a ~-~Gt~u~e~S ~ lo(z1, t'~-ova Principal M aaical Designer-Name Signature Date FEB-06-2006 03:37Pfil FR0~1-ENGINEERED SYSTEMS 208-233-0529 T-673 P.004/006 F-121 ' ~ ~, Mechanical requirements Description 2OU3 YECC COMchecIFFZ So$ware Vcasion 3.0 Release la Data filearamc Unritled.cck The iDllowing list provides morn detailed description ofthe rcquircmcnts in Section 4 ofthe Mezhaaieal Compliance Certificate. Requirements Specific To: HVAC System 1 1. The spccifiexi hearing and/or cooling cgruipment is covered by the ASHRAE 90. I Code and mast meet the 1411owing minimum eifiriency: Packaged Tetnrittal DX Unit: 11.0 EER 2. The specified cooling equipment is covered by Federal miniumum e>5cienry rcquirrmwts. New equipment ofthis typo can be assttmal to meet or exceed ASHRAE 90.1 Code regcrirements ftiir equiptaeni efficiency. Requirements Specific To: HVAC System 2 Requirements Specific Ta: Storage Water Hester 1 1. Hear traps are required on noncirarlating wane[ heating systems on both inlet and outlet contrections. Heat traps may be purchased or field-fabricated by creating a loop or inverted U-shaped arrangement oa the inlet and outlet pipes. 2. Pipe insulation $r the specified nonatt:ulatiug service hot water system is raquirod fir all piping in the following catcgorirs:a) the first 8 ~ ofoutlet piping fom any constant-t~nperarure, noncirculating storage systemb) the inlet piping betwecse the storage tank and a heat trap in a noacirrulating storage systcmPipe insulation must be az least 1/2 in. and have a conductivity na >0.28 Btu•in/(h•ff2 °F}. 3. Service water hc8ting equipment used solely Sr heating potable Ovate ,pool heaters, and hot water storage tatilfs must meet the allowing tniniumum e$aency: Electric Water Heater efficiency `-= 0.86 EF, 267 SL, $tulh (rfy 12 kW} Generic Requireweats: Must be met by all systems to which the requirement is applicable 1. benign heating and woling loads for the building must be determined using procedures equivalent to those in Chapters 27 and 28 ofthe ASHRAE Handbook ofFundamentals or ea approved equivalent calculation pmoodurr. 2. All equipment and systems must be simd to be no greater rhea needed to meet calculated loads. A single piece of equipment providing both hearing and cooling must satisfy this provision br one lisnction with the capacity 14r the other furcrion as small as possible, within available equipment options. - Exception: 'The equipment and/or system capaary may be greater than calculated loads fir standby purposes. Standby equipment must be automatically controlled to be offwhen the primary equipment and/or system is operating. - Fxeeptron: Multiple units ofthe same equipment type whose cambinad c~paeitios acceed the calculated load ate allowed ifthey ate provided with controls to sequence operation ofthe units as the load increases or decreases. 3. Each hearing or cooling system serving a single gone must have its own temperature control device. 4. Each humidification system must have its own humidity wnual device. 5. Thermostats controlling both heatitq; and cooling must be capable ofmaintaining a 5 degee F deadband (a range of temperature when no heating or cooling is provided). - Exception: Deadband capability is not required ifrhe thermostat does not have automatic changeaver capability between heating and cooling. 6. The system or wne control must be a programmable thcunostat or other automatic mutml meeting the ~llowi.ng criteria:a} capable ofsetting back temperazure to SS degree F during heating and setting up to 85 degree F during coolingb} capable ofautomatically setting back or shutting down systems during unoccupied hours using 7 diffrrrnt day schedulese) have an aoce~siblc 2-hour oaupant ovenided) have a battery back-up ctrpable ofmaintaining programmed settings foe az least 10 !roars without power. - Exception: A setback or shutoffcontrol is not required oa thermostats that control systems serving areas that operate continuously. - Exception: A setback or ahutoffoDntml is not tnquit~d on systems with total energy drrnaud oft kW (6,826 Btu/h) or less, FEB-06-2006 03:3TPM FROM-ENGINEERED SYSTEMS 208-233-0529 T-673 P.OD5/006 F-1Z1 C.~ 7. Outdoor-air supply systems with dtsiga airflow rates >3,000 cSn ofoutdoor ais and aA exhaust systems must have dampers that are automatically closed while the equipment is not operating. 8. The system must supply ouuide ventilation air as required by Chapter 4 ofrhe Intemarionai Mechanical Code. Ifthe vemrilation system is designed to supply outdoor--air quantities exceeding minimum requited levels, the system must be capable ofreducing outdoor-air Sow to the minimum t~equired tzvels. 9. Air ducts must be insulazrd to the following levels:a) Supply and renim air ducts fu conditioned air located in unconditioned spacex (spaces neither heated nor ovalad) must be insulated with a minimum ofR-5. Unconditioned spaces include attics, crawl spaces, unheated basements, and unheated garages.b) Supply and return air ducts and plenums must be insulated w a minimum oflz-8 when located outside the buildirtg.c) When ducts ate Located within exterior cxunponenrs (e.g., ff Dots or moh), minimum R-8 insulation is requited only between the duet and she building exterior. - Exception: Duct insulation is not required on ducts located within equipment. - Exception: Duct insulation is not required when the design temperature difference between the interior and exterior of the dun or pleneun does not exceed 15 degree F_ 10. All joints, longitudual and transverse seams, and connections in ductwork must be seatrely sealed using weldments; mechanical fasteners with seals, gaskcxs, or mastics; rneah and mastic sealing systems; or tapes. Tapes and mastics trust be listed and labeled in accordance with iJL 181 A err LTL 18TH. - Exc~tion: Conriauesusly welded and locking-type longitudinal joinu and seams oa ducts operating at static pressures lass than 2 iachea w. g, pressure classification. 11. Mechanical fasteners and seals, mastics, or gaskess must be used when connecting ducts to farts and other air distribution cgeripment, including multiply-zone tcctninal units_ 12. All pipes serving space-conditioning systems must be insulated as fillows: Hot water piping for heating systems: 1 in. for pipes c=1 1!2-in. tromitral diameter 2 in. Sr pipes > 1 112-in. nominal diamC[er. Chilled water, rt;#igerant, and brine piping systems: i in. insulation ~r pipes <=1 l/2-in. nominal diameter 1112 in. insulation br pipca >1 1/2-in. nominal diameter. Steam piping: 1 1/2 in. insulation far pipes <=I 1/2-in. nominal diameter 3 in. insulation for pipes >1 112-in. nominal diametex. - Exception: Pipe insulation is not required for factory-installed piping within HVAC equipment. - Hxception: Pipe insulaziun is oat required br piping that conveys Surds having a design operating temperature tatrge between SS dcgrtxs F and LOS degrees F. -Exception: Pipe insulation is not required :Gtr piping that oonveys fluids that leave nos been heated or coolod through the use offissil fuels or clexxrie power, - Exception: Pipe insulation is not required fr runout piping not cxcneding 4 $ in length and 1 in. in diameter between the control valve and HVAC coil. 13. Operation and maintenance documenrazion must be provided ro the owner chat includes at least the fallowing itrfrmu;tion:a) cquipr<rent capacisy (input and output) and required maintenance actioasb) equipment operation eend maintenance manualse) HVAC systeatr control maintenance and calibra[ion information, including wiring diagrams, schematics, and control sequence descriptions; desired or field-dotcrmincd su points must be permanently recorded vn control drawings, err control devices, or, for digital oontml systems, in progr~nmirag ootnmentsd) complete narwtive afhow tech system is intended to operate. 14. Each supply air outlet or diffirser and each acne terminal device (such as VAV or mixing box) must have its own balancing device. Atxtptable balancing devices include adjustable dampers located witltia the duc[wor1S terminal devices, and supply air diSrsers. 15. Service w-atNS heating aquiprnenr must meat minimum Federal efficiency requiteatrettts included in the National Appliance Energy Conservation Act and the Energy Polity Act of 1992, which meet or exceed ASHRAE 90.1 Code. New service water hearing equipment can be assumed to meet these requirements. 16. Water-heating equipment muss be provided with controls that allow the user ro set the water temperature to 110 °F for dwelling units and 90 °F for vthes oceupanties. Controls must limit output temperatures of lavatories in public FEB-06-2006 03:39P~9 FROAq-ENGINEERED SYSTEfriS Teciliry resttnoms to 11U °F. 209-Z33-0529 T-6T3 P.006/006 F-121 l7. Stair and elevator shsf vents must be equipped with motorized dampers capable ofbeing automatically closed during normal building operation and interlocked to apau as required by fire and smoke detection systems. All gravity outdoor air supply and exhaust hoods, vLmiS, and veatilarors muS[ be equipped with 1natOriaed dampers [her will automatically shut whey the spaces served arc not in usr. Faccrptions: - Gravity (non-moroci~ dampens ate acceptable in buildings iws than three stories in l+eight above grade. - Ventilation systems secvintg unconditioned spaces. • Permit Number Lighting Compliance Certificate Checked By/Date 2003 IECC COMcheck-EZ So$ware Version 3.0 Release la Data filename: C:\Docuxnents and Settings\bmcfarland\Local Settings\Temporary Internet Files\OLK43\Lncoln elementary. cck Section 1: Project Information Project Name: Madison School District Lincoln Elementary Designer/Contractor: Payne Engineering Inc. Document Author: Mike Payne Notes: November 3, 2005 Section 2: General Information Building Use Description by: Whole Building Type Project Type: Addition Building~}~e Floor Area School 6791 Section 3: Requirements Checklist Bldg. ~ Dept. ~ Use ~ [ ] ~ Interior Lighting ~ 1. Total actual watts must be less than or equal to total allowed watts ~ Allowed Watts Actual Watts Complies(Y/1~ I 8149 7614 YES ~ Exterior Lighting [ ] ~ 2. Efficacy greater than 45 lumens/W ~ Exceptions: ~ Specialized lighting highlighting fatures ofhistoric buildings; signage; sa£ty or security lighting; ~ low-voltage landscape lighting. ~ Controls, Switching, and Wiring [ ] ~ 3. Independent controls for each space (switch/occupancy sensor). ~ Exception: Areas that must be continuously illuminated. [ ] ~ 4. Master switch at entry to hotel/motel guest room. [ ] ~ 5. Individual dwelling units separately metered. [ ] ~ 6. Each space provided with a manual control to provide uniform light reduction capability. ~ Exceptions: ~ Only one luminaire in space; An occupant-sensing device controls the area; ~ The area is a corridor, storeroom, restroom, or lobby; Areas that must be continuously illuminated; ~ Areas that use less than 0.6 Watts/sq. $. ] ~ 7. Automatic lighting shuto$'control in buildings larger than 5,000 sq.$. ] ~ 8. PhotocelUastronomical time switch on exterior lights. ~ Exceptions: Areas requiring lighting during daylight hours ] ~ 9. Tandem wired one-lamp and threeslamp ballasted luminaires. ~ Exceptions: ~ Electronic high-frequency ballasts; Luminaires on emergency circuits or with no available pair. Section 4: Compliance Statement The proposed lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the 2003 IECC, Chapter 8, requirements in COMcheck-EZ Version 3.0 Release la and to comply with the mandatory requirements in the Requirements Checklist. Principal Lighting Designer-Name Signature Date • • Lighting Application Worksheet 2003 IECC COMcheck-EZ So$ware Version 3.0 Release la Section 1: Allowed Lighting Power Calculation `°' B C D Total Floor Allowed Allowed Area Watts Watts Buildine Tvne ($2~ (watts/$21 B x CL School 6791 1.2 8149 Section 2: Actual Lighting Power Calculation A B Fixture Fixture Description / ~ Lamm Description /Wattage Per Lamb /Ballast F 1 4 lamp $uor. troiier / 48" T8 32W /Electronic F2 2 lamp $uor. wrap / 48" T8 32W /Electronic F3 2 lamp open strip $uor. / 48" T8 32W /Electronic F4 2 lamp over mirror $uor. / 48" T 8 32W /Electronic F8 2 lamp $uor. troi~r / 48" T8 32W /Electronic Total Allowed Watts = 8149 C D E F Lamps/ # of Fixture ix ix att ID x EL 4 56 112 6272 2 10 61 610 2 4 61 244 2 4 61 244 2 4 61 244 Total Actual Watts = 7614 Section 3: Compliance Calculation Ifthe Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero, the building complies. Total Allowed Watts = 8149 Total Actual Watts = 7614 Project Compliance = 535 Lighting PASSES: Design 7% better than code • Envelope Compliance Certificate 2003 IECC COMcheck-EZ So$ware Version 3.0 Release la Data filename: S:\Drawings\292 Linclon Elem\Lincoln Elem.cck Section 1: Project Information Project Name: Designer/Contractor: Document Author: Lincoln Elementary School 358 E. 2nd South Street Rexburg, ID. 83440 JRW & Associates, PLLC 1152 Bond Ave. Rexburg, ID 83440 Brent McFarland JRW & Associates, PLLC Section 2: General Information Building Location (I'ur weather data): Rexburg, Idaho Climate Zone: 16 Heating Degree Days (base 65 degrees F): 8693 Cooling Degree Days (base 65 degrees F): 143 Project Type: Addition Window /Wall Ratio: 0.14 Permit Number Checked By/Date Huildine Tvne Floor School 6870 Section 3: Requirements Checklist Bldg. Dept. Use ~ Air Leakage, Component Certification, and Vapor Retarder Requirements [ ] ~ 1. All joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed. [ ] ~ 2. Windows, doors, and skylights certified as meeting leakage requirements. [ ] ~ 3. Component R-values & U-factors labeled as certified. [ ] ~ 4. Stair, elevator sha$ vents, and other dampers integral to the building envelope are equipped ~ with motorized dampers. [ ] ~ 5. Cargo doors and loading dock door; are weather sealed. [ ] ~ 6. Recessed lighting fixtures are: (i) Type IC rated and sealed or gasketed; or (ii) installed inside an ~ appropriate air-tight assembly with a 0.5 inch clearance from combustible materials and ~ with 3 inches clearance from insulation material. [ ] ~ 7 Building entrance doors have a vestibule and equipped with closing devices. ~ Exceptions: ~ Building entrances with revolving doors. • • Doors that open directly from a space less than 3000 sq. $. in area. Climate-Specific Requirements Gross Cavity Cont. Proposed Budget Component Name/D~ -'gtion Ar R_Val}}g R-Value _F rU Factor NORTH: Exterior Wall 1 copy 1: Wood Frame, Any Spacing 786 19.0 4.0 0 053 Window 1 copy 1: Wood Frame:Double Pane with Low-E . Tinted, SHGC 0.58 36 Window 1 copy 2: Wood Frame:Double Pane with Low-E --- -- 0.480 Tinted, SHGC 0.58 36 Window 1 copy 3: Wood Frame:Double Pane with Low-E -- - 0.480 Tinted, SHGC 0.58 36 Window 1 copy 4: Wood Frame:Double Pane with Low-E --- -- 0.480 Tinted, SHGC 0.58 36 -- -- 0.480 SOUTH: Exterior Wall 1: Wood Frame, Any Spacing 786 19.0 4.0 0 053 Window 1: Wood Frarne:Double Pane with Low-E . Tinted, SHGC 0.58 36 Window 1 copy 1: Wood Frame:Double Pane with Low-E -- -- 0.480 Tinted, SHGC 0.58 36 Window 1 copy 2: Wood Frame:Double Pane with Low-E --- --- 0.480 Tinted, SHGC 0.58 36 Window 1 copy 3: Wood Frame:Double Pane with Low-E --- -- 0.480 Tinted, SHGC 0.58 36 -- --- 0.480 WEST: Exterior Wall 2: Wood Frame, Any Spacing 780 19.0 4.0 0 053 Door 1: Glass, Tinted, SHGC 0.59 . 53 -- -- 0.920 UNSPECIFIED ORIENTATION: Roof 1: All-Wood Joist/Ra$er/Truss 7000 0.0 30.0 0 032 Floor 1: Slab-On-Grade:Unheated, Vertical 3 $ . 321 . __ 8 0 __ (a) Budget U-factors are used for soffwaze baseline calculations ONLY, and aze not code requirements. Eavelope PASSL+'S: Design 22% better than code Section 4: Compliance Statement 0.067 0.520 0.520 0.520 0.520 0.067 0.520 0.520 0.520 0.520 0.067 0.520 0.047 The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2003 IECC requirements in COMcheck-EZ Version 3.0 Release la and to comply with the mandatory requirements in the Requirements Checklist. Principal Envelope Designer Name Signature Date Plan Checklist for the 2003 International Building Code Name of Project: ~//~/~OL/V ~C~p~, ~~, Q~ OODOy USE AND OCCUPANCY 1. Classification as per Sections 302.1 & 303 thru 312 2. Incidental use areas see Table 302.1.1 3. Identify if mixed occupancy exists. Yes or No If no then skip #3 below. Accessory Space (10% or under) Nonseparated Mixed Occupancy as per Section 302.3.1 Separated Mixed Occupancy as per Table 302.3.2 Identify on plans Fire Barrier Walls and/or Horizontal Assemblies including the rating 3. If Assembly Occupancy exists, is it 750 sq. ft. or less as per Section 303.1 or less than 50 occupants as per Section 303.1.1 4. Covered Malls, see Section 402. Atriums see Section 404. Underground Buildings see Section 405. Motor Vehicle Occupancies, see Section 406. I-2 Occupancies see Section 407. I-3 Occupancies see Section 408. Motion Picture Projection Rooms see Section 409. Stages and Platforms see section 410. Special Amusement Buildings see Section 411. Aircraft Related Occupancies see Section 412. Combustible Storage see Section 413. Hazardous Materials see Section 414. H- Occupancies see Section 415. Application of Flammable Finishes see Section 416. Drying Rooms see Section 417. Organic Coatings see Section 418. HEIGHT AND AREA 1. Area, First Floor ,Second Floor ,Third Floor 2. Area meets requirements as per Table 503. (Basements need not be included as per Section 503.1.1) Yes No 3. Height meets requirements as per Table 503. Yes No 4. Buildings on same Lot? Yes No If no then skip #5 below. 5. Regulated as Separate or Regulated as one Building as per Section 503.1.3 6. Height modified as per Section 504. Yes No If yes ,sprinklers are required. 7. Area modified as per Section 506. Yes x' No If yes use the area provided below to calculate increase. If- /on ~ -O.Zs" o 3 3 'J '~ X9-7 ~s ~, 7~ /p0 ~~~~ ~ 7S / ®° 3 237 n~Z Total Area Allowed after Increase 32 37~ Area Shown on Plans 3 Z ~ 8. Zero Lot Line Buildings see Section 705. For Mezzanines see Section 505. Unlimited Area Buildings see Section 507._ TYPES OF CONSTRUCTION AND FIRE RESISTANCE. 1. Identify the Type of Construction as per Section 602 2. Check allowable material for Type I and II buildin s as per Section 603 3. Table 601 -Identify Building Element Ratings , 4. Table 602 -Identify the Fire Resistance Ratings of Exterior Walls 5• Check Openings in Exterior Walls for compliance with Table 704.8.(If sprinklered, see Section 704.8.1) 6. Projections meet requirements of Section 704.2 7. Check for window vertical exposure from roof below as per Section 704.10 8. Check that Parapets are not required as per Section 704.11 ?(` 9. Are Firewalls used or required? Yes No If no, skip # 10 below. 10. Check Firewalls for Structural Stability Fire Resi tance Rating as per Table 705.4_ Made of Noncombustible Materials(except Type V)~ Horizontal Continuity~d/~ Vertical Continuity Connection to Exterior Walls as per Section 705.5.1 ~ Extend to Horizontal Projecting Elements as per Section 705.5.2 f (~t1~90 Openings (no windows) as per Section 705.8 Check that Penetrations meet requirements of Section 712~o~~y Ducts and Air Transfer Openings in Firewall meet requirements of Section 705.11. 1~~ 11. Are Fire Barriers used or required? (as required by table 302.3.2) Yes No~ If no skip # 12 below. 12. Check Fire ie s structural stability as per Section 706.4. Openings limited to 25% of wall. i opening size of 120 sq. ft. (unless sprinklered) Check that Penetratio s e t quirements of Section 712. Ducts and Air Transfer Openings meet the requi m t o Se ion 712 and 716. 13. Are Shaft Enclosures used or required? Yes No X If no then skip # 14 below. 14. Shaft Enclosures me t t e requirements of Section 707~~ 15. Are Fire Partitio sue r required? Yes No '~ If no then skip #16 below. 16. Check Fire Parti f tructural Stability and Continuity as per Section 708.4. Dwelling units that are spr e e allowed %2 hr. separations versus 1 hr. Check that Penetrations met r ' ements of Section 712. Ducts and Air Transfer Openings meet the requirement o e t n 712 and 716. 17. Fire Rated Ceiling Panels meet requirements as per Section 711.3.1. 18. All Penetrations in Fire Resistive Walls and Horizontal Assemblies meet the requirements of Section 712.~c~P 19. Fire Resistive Joint Systems meet the requirements of Section 713. 20. Doors and Shutters in Fire Resistive Assemblies meet the requirements of Table 715.3. ,~(' 21. Fire Doors are Self Closing._~ 22. Fire Windows or Glazing conform to Section 715.4 and Table 715.4. 23. Fire and Smoke Dampers conform with Section 716. ~C 24. Fire Blocking and Draft Stopping is provided as per Section 717~Draft Stopping is not required at partition line in dwelling units with combined space of less than 3000 Sq. Ft and not required if in sprinklered building with sprinklered concealed spaces) 25. Wall and Ceiling Finishes meet the requirements of Table 803.5 and Section 803. l~/b11~ 26. Floor Finish meets requirements of Section 804. x' • FIRE PROTECTION SYSTEM 1. Is a Fire Protection System required for this building in order to meet area, height etc. requirements? Yes No~ If no skip #2 below. 2. List the type of system that is required_ nJ A- 3. Other requirements requiring Fire Pro ection Systems (check if needed): Group A (As per Section 903.2.1) Group E (As per Section 903.2.2) 1C' Group F-1 (As per Section 903.2.3) Group H (As per Section 903.2.4) Group I (As per Section 903.2.5) Group M (As per Section 903.2.6) Group R (As per Section 903.2.7) Group S-1 (As per Section 903.2.8) Group S-2 (As per Section 903.2.9) All Buildings except R-3 and U (As er Section 903.2.10) Ducts conveying Hazardous Exhaus (As per Section 903.2.12.1) Commercial Cooking Operations ( s per Section 903.2.12.2) As per Table 903.2.13 4. If Sprinklers needed as identified in #3 list type of system required._ ,/V ~ 5. If Sprinkl required by any of the above, Are Monitors and Alarms provided as per Section 903.4? 6. If an Alternativ utomatic Fire Extinguishing System is identified, does I meet the requirements of Section 904?-~~ f-L . 7. Are Fire Alarms required as per Sections 907 or 908? Yes~/`'nl~'o if no then skip #8 below. 8. Do Alarms meet the requirements listed in Sections 907 or 908? ~/YrY 9. Is smoke control required?(as per Sections 402, 404, 405 or 410) Yes ~r~ If yes, see Sections 909. /l~j~ 10. H Occupancies may require smoke and heat vents as per Sections 415.6 and 410.-~' 1/' MEANS OF EGRESS 1. Minimum height of 7'as per Section 1003.2.~C _ 2. Any protruding objects meet the requirement; ~ ~ ection 1003.3. 3. The occupant load shown on plans. ~ 4. The occupant load as per calculated by Table 1004.1.2. '~p 5. Occupant load posted in every assembly occupancy as per Section 1004.3. /~- 6. Egress width is identified on plans.~_ 7. Egress width meets requirements as calculated per Table 1005.1. ,x 8. Multiple means of egress sized so that the loss of any one means of egress shall not reduce the available egress capacity to less than 50% of total required.,x 9. Door encroachment does not reduce the required egress width to less than 50%required. 10. Means of egress is illuminated as per Section 1006. 11. Illumination emergency power is shown for means of ress as per Section 1006.3. _~ 12. An enclosed exit stairway is shown. Yes No~if no, skip # 13, # 14 and # 1 below. 13. Enclosed stairway has an area of refuge(as per Section 1007.6) or is sprinklered. 14. Area of refuge has 2-way c mmunications, instructions and is identified as per Sections 1007.6.3, 1007.6.4 and 1007.6.5. 15. Door clear widths are a minimum of 32". Except as allowed by exception of Section 1008.1.1. 16. Doors swing in the direction of travel where serving 50 or more persons or in a H occupancy._~ 17. Specialty doors meet the requirements of 1008.1.3. ?~ 18. All egress doors have.a landing on both sides as per Sections 1008.1.4 and 1008.1.5. C 19. Thresholds are identified as a maximum of %2" high, for swing doors and 3/a" for sliding doors as per Section 1008.1.6._ 20. Space between two doors is less than 48"(except R2&R3 non Type A units). ~ 21. Locks and latches meet requirements of 1008.1.8. k! 22. Panic hardware is shown at required locations (Section 1008.1.9)._ 23. Does a stairway exist. Yes No X If no, skip #24 thru #28. 24. Stairway doors do not open over stairs. 25. Stairways a minimum of 44" wide(except where occupant load is 50 or less or as per Section 1009.1). ,~ ~~//~~ 26. Maximum riser is 7 inches and minimum tread is 11 inches. /r'~/~-' 27. A landing is provided at the top and bottom of each stairway. N 28. Maximum vertical rise without a landing is 12'.~ 29. Handrails are identified that meet the requirements of Section 1009.11. A/ 30. Handrails return to wall, etc. or are continuous to next stair handrails r ~ 31. Elevation change of over 1/20 is designed as a ramp as per Section 1010 32. Exit signs are identified when over 2 doors are required for exiting._~ 33. Exit signs are spaced no more than 100' apart or to the door. ~ 34.42" guardrails are shown whenever a walking surface is over 30" above grade. 35. Any roof mechanical equipment within 10' from edge has a guardrail shown. ,~ ~y 36. Egress does not pass through intervening spaces unless the space is accessory to the area served and the intervening space is not hazardous. x 37. If multiple tenant spaces exist, egress from any one does not pass through another. ~i4. 38. Length of common egress travel does not surpass requirements as per Section 10 3.3. ~C 39. Required egress aisle adjacent to tables shall comply with Section 1013.4.2. 40. S aces with one means of egress meet the following maximum occupancy loads:~~ a. Occupancy A,B,E,F,M & U - 50 occ. b. Occupancy H-l, H-2, & H-3 - 3 occ. c. Occupancy H-4, H-5, I-1, I-3, I-4, & R- 10 occ. d. Occupancy S - 30 occ. 41. Where two or more exits are required, they are a minimum of %2 the diagonal distance of the space served apart or where the space is served by an automatic sprinkler system, the distance is 1/3 ~ 42. If boiler or furnace rooms over 500 sq. ft. with btus over 400,000, two exits are provided. 43. Refrigeration machinery rooms and refrigerated rooms ver 1000 sq. ft. have two exits._~~~ 44. Stage means of egress comply with Section 1014.6. 45. Exit Access travel distance meets requirements of Table 1015.1. ~;~~~ ~,~~~ 46. Exterior exit alconies constructed in accordance with Section 1015.1 have 100' added to their travel distance. 47. Corridors are rated as per Table 1016.1. 48. Corridor widths meet requirements of Section 1016.2. ~i 49. Corridor dead ends are less tan 20' or 50' for sprinklered occupancies B and F. 50. Corridor not used as plenum unless in a tenant space of less than 1000 sq. ft. ~C 51. The minimum number of exits for occupant load meets the following: k 1-500 requires 2 exits 501-1000 requires 3 exits More than 1000 requires 4 exits 52. Buildings with one exit meet the requirements of Section and Table 1018.2. 53. Interior stairwells required as a means of egress m et the requirements of Section 1019 54. Space under stairs is identified as 1-hour rated. 55. Exterior ramps or stairs are open o one side and have a minimum of 35 sq. ft. of open space not less than 42" above any floor level. 56. Exterior ramps and stairways are protected from the inside of building as per Section 1022.6. 57. Exterior balconies, stairways and ramps are over 10' from lines and other buildings on the lot.~~ 58. Egress courts meet the requirements of Section 1023.5. 59. Assembly occupancies meet the requirements of Section 1024. ~~ 60. Window egress or better is provided in every sleeping room and any habitable basement. /j/~ 61. Vestibule is provided as per Section 802.3.6 of the International Energy Conservation Code ACCESSIBLITY 1. An accessible route connects all accessible buildings, accessible facilities, accessible elements, accessible spaces and the public right-of-way(except as excepted by Section 1104). 2. In addition to the required accessible entrances, 50% of all public entrances are accessible.~T~ 3. Accessible parking is provided as per Table 1106.1.~'~ 4. 10% of hospital out patient parking is accessible and 20% of rehab or physical therapy 5. Van spaces are provided.(one out of six and any portion)-~~ 6. Accessible parking is provided on shortest route from accessible parking to the accessible building entrance. / 7. Group I occupancies meet accessibility requirements as set forth in Section 1107.5. 1~ ~ 8. Group R-1 occupancies meet the requirements of Section 1107.6 and Table 1107.6.1.1. 9. Where 4 or more apartment units, one level town homes or condos are located in one structure, all units are designed~s Type B units as per ICC/ANSI 117.1 unless on a upper level without elevator service.~~- 10. Where more than 20 apartment unit, one level town homes or condos are located in a project, 2% but not less than one are designed as Type A units as per ICC/ANSI 117.1./2 11. Wheelchair spaces (and companion seat as er Section 1108.2.5) are provided in Assembly Occupancies as per Table 1108.2.2.1.~/~ 12. Assistive listening systems are provided in Assembly oc upancies where audible communications are integral to the use of the space.~~ ~/ 13. Any Assembly occupancy performance area has an accessible routs per Section 1108.2.8,/y/ 14. Any dining area in an Assembly Occupancy is fully accessible. /~ 15. Self service storage facilities shall provide accessible spaces as per Section 1108.3.--~;~'~i~. 16. Toilet and bathing facilities are accessible(unless in a private office)as per ction 1109.2. X' 17. Unisex toilets and bathing rooms are supplied as per Section 1109.2.1. 18. Where sinks are provided, 5%, but not less than 1 is accessible. ~G' l_ 19. Where a kitchen or kitchenette is provided, it is accessible(unless in Type B dwelling). y~l- 20. Storage cabinets, lockers, etc. one of each type is accessible as per Section 1109.8. ill o1UEr $ f1-~c./ii~ INTERIOR ENVIROMENT AND ENERGY CONSERVATION 1. Attic ventilation exists that is 1/150 of the floor space or 1/300 with vapor barrier. J~~/1. 2. 50% of the attic ventilation is 3 ft. above eaves. 3. Crawl space ventilation complies with Section 1203.3. ~~/~-- 4. Natural ventilation (windows, doors, louvers etc.) is a minimum of 4% of floor space. • • 5. Interior spaces that do not have openings directly to outside meet requirements of Section 1203.4.1.x_ ,, ~/~ 6. Bathrooms containing bathtubs, showers or spas are mechanically vented. /V/ 7. Natural or Artificial light is provided that meets the requi ements of Section 1205. ~ 8. Courts shall meet the requirements of Section 1206.3 9. Dwellings party walls and floors meet the requirements of Section 1207. 10. All habitable rooms shall be a minimum of 7' wide, and a minimum of 70 sq. ft. in area. X' 11. Dwelling units(except Section 1208.4 efficient units) have one habitable room of 120 sq. ft.~ 12. All ceilings are a minimum of 7'6" with no more than 1/3 at 7'0". X' 13. Attics and crawl spaces have access openings as per Section 1209. 14. An energy review has been submitted that meets the requirements of the International Energy conservation code. EXTERIOR WALLS AND ROOFS 1. Exterior Wall Vapor retarder grovided unless another approved means to avoid condensation and leakage has been provided. 2. Water resistant barrier shown on sheathing as per Section 14 2. 3. Masonry veneer is flashed at bottom and has weep holes. /yo ~ . 3 .~- 4. Masonry veneer shall be mechanically attached as p r Secti- 0 1405.5._ 5. Stone Veneer is anchored as per Section 1405.6. N/~- 6. Sidings shall be applied as per Section 1405. 7. Fire separation distance for combustible veneers(siding) meet that of Table 1406.2.1.2. X 8. Balconies that protrude shall meet the requirement of Table 601 for floors. ~~ia- 9. Metal Composite Materials(MCM) shall meet the requirements of Section 1407. ~//1-- 10. Roof coverings meet the requirements of Table 1505.1. 1/D?fin 11. Double underl yment is provided in asphalt roofs with minimum slope of 2:12 up to and including a 4:12 slope. 12. An ice dam membrane (one continuous sheet or two sheet cemented together)~r all asphalt roofs is provided from the roof edge to 24" inside of the inside of the exterior wall.~~ 13. Drip edge metal is provided along all roof edge.~C _ / 14. Metal roofs meet the requirements of Section 1507.4. ,/~j>, 15. Built-up roofs meet the requirements of Section 1507.10. 16. Single Ply Plastic Roofing meet requirements of Section 1507.12 d 1507.13. ~~ 17. All other roofing types meet the requirements of Section 1507. 18. Buildings with roof drains have drains designed and sized as per UPC 1105.0. STRUCTURAL DESIGN AND SPECIAL INSPECTIONS 1. Structural Use Group (as per Table 1604.5) ~~' 2. Structural documents for light frame wood buildings as per chapter 23 include floor roof and live loads, ground snow load, basic wind speed, wind exposure, seismic design category and site class. 3. All plans except as described in #1 above shall include the following: a. Floor live load including any reductions. N~ b. Roof live load as per Section 1607.11. ~,~GS • c. Roof Snow load, including the flat roof snow load, the snow exposure factor, the snow load importance factor and the thermal factor. • ,, y~ d. Wind design data, including basic wind speed, wind importance factor with building /~/ category, wind exposure, applicable internal pressure coefficient and the design wind C~~w s pressure used for the design of components and cladding. e. Earthquake design data including seismic importance factor, seismic use group, mapped spectral response accelerations, site class, spectral response coefficients, seismic design category, basic seismic-force-resisting systems, design base shear, seismic response coefficients, response modification factors and the ana sis procedure used. 4. Flood zone is identified(if in flood zone see Section 1603.1.6) 5. Design of floor liv loads in access of 50 lbs per sq. ft. also identify that signs must be posted as per Section 1603.3. 6. Structural design calculations meeting the requirements of chapter 16 have been provided._~/Ol~ 7. Architectural, mechanical and electrical components meet the seismic requirements of Section 1621. X 8. Where special fabrication (usually steel) is performed f sight, the fabricator has provided a certificate of compliance as per Section 1704.2.2. 9. Special inspections are identified for welding. 10. Special inspections are identified for high strength bolting. 11. Special inspections are identified for concrete construction except as excluded by Section 1704.4. a!(~Z~ 12. Special inspection are identified for masonry as per Section 1704.5. -07~ 13. Special inspections are identified for fills greater than 12" deep wher load is applied. 14. Special inspections are identified for all pier and pile foundations. 15. Special inspections are identified for sprayed on fire resistance a plications.~ 16. Special inspections are identified for smoke control systems. 17. Quality assurance plan for seismic resistance is provided (except for design light frame as per chapter 2308 or reinforced masonry less than 25 feet high) ?C 18. Special inspections are provided for seismic force resisting systems. ~ M07~ 19. Structural observations as per Section 1709 are identified for structures in Seismic Use Groups II or III.___~ !/l~f~ 20. Truss Details provided or noted to be provided prior to frame inspection. X SOILS AND FOUNDATIONS 1. Allowable soil foundation bearing pressure (as per Table 1804.2). /yfl7~ ~~~4 ~ ' 2. A soil investigation is required per the requirements of Section 1802.2 where questionable soils such as fill materials, organic soils, clays or questionable rock strata exist. Do any of these conditions exist? Yes _ Nom If yes, are the necessary soil reports provided? Yes_ No ~C 3. Grading is a minimum of 2% for concrete or asphalt surfaces or 5% fo natural surfaces. 4. Information provided as per Section 1803.5 for any structural fill. 5. Footings (except for 1 story category 1 buildings no bigger than 400 sq. ft.) are 36" below grade for frost protection.~_ 6. Buildings on or adjacent to greater than 3/1 slopes meet requirements of Section 1805.3. f(//~ 7. Top of foundation is a minimum of 12" above the adjacent street gutter (unless a drainage path is identified and approved by the building official). 8. Footings designed so that the allowable bearing capacity of the soil is not exceeded., 9. Foundation meets the requirements of Section 1805.5 (including tables 1805.5~.~ 10. Except for Group R and U occupancies of light framed construction of seismic design D and less than 3 stories in hieght, concrete is a minimum of 3000 p.s.i.. ~ 11. Retaining walls are designed with a lateral sliding and overturning factor of safety of 1.5/V//L 12. Foundation amage system or water-proofing (Section 1807.3) is provided where water table warrants 13. Damproofing shown under slabs as per Sectio 1807.2.1. ~ 14. Damproofing shown for foundation walls. 15. Minimum of 4" of gravel is shown under all slabs. 16. Foundation drain is installed (except in well-drained gravel areas) as per Section 1807.4.2 and 1807.4.3. l~ 17. Piles meet requirements of Section 1808, 1809, 1810 and 1811. 18. Piers are a minimum of 2' wide and meet requirements of 1808.2.23. and 1812._~~ CONCRETE and MASONRY 1. Construction documents show compressive strength of concrete, strength or grade of reinforcement and the size and location of reinforcement. ~' 2. Structures assigned to Seismic Design Category D contain a statement identifying if slab-on-grade is designed as a structural diaphragm./ 3. Concrete exposed to freezing weather has air entrainment as per Table 1904.2.1 and meets the requirements of Section 1904.2.2 and Tables 1904.2.2(1) and 1904.2.2(2).~C' 4. Masonry construction documents identify size, grade, type and location of reinforcement, anchors and wall ties as per Section 2101.3._ 5. Masonry fireplaces h v 'imam 12" thick footings that are 6" wider than masonry. 6. Masonry fireplaces h v mic reinforcement and anchors as per Section 2111. 7. Masonry fireplaces e n requirements of Section 2111 and Table 2111.1. 8. Masonry chimneys t requirements of Section 2113. WOOD 1. Truss drawings identify requiremen s as per Section 2303.4.1. ~ / 2. Joist layout plans are provided./I~Engineered products have computer layout. ~/~ 3. Floor and roof sheathing meets requirements of Section 2304.7. ~G 4. Connections and fastening meet the requirements of Table 2304.9.1. 5. Fasteners in preservative treated wood are hot-dipped zinc coated galvanized steel, stainless steel, silicon bronze or copper.~_ 6. Wood framing members above foundations are 8" (min.) above soil. ?C 7. Diaphragms do not exceed the 4:1 ratio for all edges blocked and 3:1 for unblocked. X 8. Shear wall aspect ratios meet the requirements of Table 2305.3.3._ }~ 9. Shear wall design meets requirements of Section 2305.3. /~_ GLAZING 1. Glazing in pool, sauna, hot tub, steam room, bathtub or sh er enclosures (unless over 60" above standing surface) is safety glazing as per Section 2406. 2. Glazing within 24" of door (unless over 60" above standing surface) is safety glazing as per Section 2406. x 3. Glazing greater than ,bottom below 18", top above 36" and 36" from walking surface is safety glazing as per n 2406. 4. Glazing in guards and rails is safety glazing as per Section 2406. 5. Glazing next to stairways, land' gs and ramps (unless over 60" above standing surface) is safety glazing as per Section 2406. MISC. 1. Number of plumbing fixtures shall meet the requirements of Table 2902.1. 2. Separate toilet facilities are provided for spaces with 16 or more employees, or combination of employees and customers (except for mercantile occupanc with occupancy of 50 or less). 3. Public toilet facilities are provided as per Section 2 02.6. 4. Elevators meet the requirements of Chapter 30. 5. Pedestrian walkways meet the requirements of Section 3104. ~~" 6. Awnings and canopies meet the requirements of Secti n 310~/~ 7. Marquees meet the requirements of Section 3106. 8. Swimming pool enclosures and safety devices meet the requirement~I Section 3109. ~~ 9. Protection for pedestrians meets the requirements of Section 3306. -"~ 10. Existing structures meet the requirements of Chapter 34.~