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APPLICATIONS, CO, MULT DOCS - 07-00470 - Anytime Fitness Center
0 4 OF gEXef/kG „i0 C i T o r Certificate of Occupancy O REX13j,JjZG City of Rexburg - - - - -- _-a - - - - -- - - - - - -_. ,.. - AncrCad Family&MMUnity Department of Community Development g 19 E. Main St. / Rexburg, ID. 83440 Phone (208) 359 -3020 / Fax (20 359 -3024 Building Permit No: 0700470 Applicable Edition of Coder International Building Code 2003 Site Address: 85q s 9C,) )00j -� .w Use and Occupancy: Commercial Type of Construction: Type V, non -rated Design Occupant Load: Anytime Fitness Center Sprinkler System Required: No Name and Address of Owner: Futures Of Idaho Inc 430 W Hwy 26 Blackfoot, ID 83221 Contractor: Rocky Mountain Contractors Special Conditions: Occupancy: Assembly- worship, recreation, or amusement This Certificate, issued pursuant to the requirements of Section 109 of the International Building Code, certifies that, at the time time of issuance, this building or that portion of the building that Ines inspected on the date listed vies found to be in compliance vWth the requirements of the code for the group and division of occupancy and the use for vlhich the proposed occupancy vies classified. Date C.O. Issued: January 23, 2008 (01:�QPM) C.O Issued by: Building Official There shall be no further change in the existing occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Building Official has reviewed and approved said future changes. Plumbing Inspector d L Fire Inspector Electrical Inspector: 0 P&Z Admin istrator: Ah TEMPORARY O� {LEXBpRC F� I7 9 y„ 0 CITY OF Certificate of Occupancy REX Americas Family Community City of Rexburg Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 ne Building Permit No: Applicable Edition of Code: Site Address: Use and Occupancy: Type of Construction: Design Occupant Load: Sprinkler System Required: 0700470 International Building Code 2003 a5q s ye) 1003 -� 44wy Commercial Type V, non -rated Anytime Fitness Center No Name and Address of Owner: Futures Of Idaho Inc 430 W Hwy 26 Blackfoot, ID 83221 Contractor: Rocky Mountain Contractors o h( CC �� pieded' t>q j � � Special Conditions: � i ) laA XISCCL i n appirov Mast 40- gi-)& flare Occupancy: Assembly- worship, recreation, or amusement This Certificate, issued pursuant to the requirements of Section 109 of the International Building Code, certifies that, at the time time of issuance, this building or that portion of the building that vies inspected on the date listed vies found to be in compliance vWth the requirements of the code for the group and division of occupancy and the use for vthich the proposed occupancy vies classified. Date C.O. Issued: January 23, 2008 (01:NPM) C.O Issued by: Building Official There shall be no further change in the eiasting occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Building Official has reviewed and approved said future changes. Plumbing Inspector Fire Inspector Electrical Inspector: P &Z Administrator: Building ermit Fee Information ecluest Permit #s ® - - k I C) Project Name Site Add Water Ci o (--� Sewer Connection Fee Street Impact Fee Category v �j�� �j0 o SGT -f4 . 5°l2S� X � D �1 - - 1s = X 1 9 1 % Please return to JaNell 0 REXBURG City of Rexburg Department of Commu...z Development Receipt Number: 19 E Main St. / Rexburg, ID. 83440 Phone (208) 359 -3020 / Fax (208) 359 -3024 0700470 RPRHNRF001 Building Permit Fee $2,729.75 $1,000.00 $1,729.75 Total: $1,000.00 CHECK 1016 $ 1,000.00 Total $1,000.00 genpmtrreceipts Page 1 of 1 Am CI7f OF KEXB URG BUILDING PERMIT APPLICATION Plea 19 E MAIN, REXBURG, ID. 83440 208 - 359 -3020 X326 PARCEL NUMBER AX_t S(zEopl bA0 SUBDIVISION: n�11) NTT'V ++ 0700470 Anytime Fitness Center U_LNI11+ LVl# ri! Is based on the Intormarion - must be OWNER NAME: I-- C6, CONTACT PHONE # '3 - 2 6 PROPERTY ADDRESS: �l 5 s 4 / e "1_ PHONE #: Home ( ) °Z�l a~ s s Work ( ) Cell( I (6 S; OWNER MAILING ADDRESS: a i s � CITY: R11K, ._ STATP J ZIP: i_ EMAIL FAX APPLICANT (If other than owner) (Applicant if other than owner, a statement authorizing applicant to act as agent for owner must accompany this application.) APPLICANT INFORMATION: ADDRESS STA PHONE #: Home ( ) CITY: IP EMAIL FAX Work ( ) Cell ( ) CONTRACTOR MAILING ADDRESS: _Y�c /45 v_ st � ��S CITY = STATE Ya PHONE: Cell# �� �� �/ Work# 019 Fax# J 5 j / EMAIL IDAHO REGISTRATION # & EXP. DA How many buildings are located on this property? 9 Did you recently purchase this property? (o, Yes (If yes, list previous owner's name) _ Is this a lot split? NO CYO (Please bring copy of new legal description of property) PROPOSED USE: cu Al ^ -e t. e�) (i.e., Single Family Residence, Multi Family, Apartments, Remodel, Garage, Commercial, Addition, Etc.) APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: Under penalt of perjur I hereb certif that I have read th s application and state that the information herein is correct and I swear that any information which may hereafter be given by me in hearings before the Planning and Zoning Commission or the City Council for the City of Rexburg shall be truthful and correct. I agree to comply with all City regulations and State laws relating to the subject matter of this tion and hereby authorized representatives of the City to enter upon the above - mentioned property for inspections purposes. NOTE: The building official may oke permit on approval issued under the provisions of the 2003 International Code in cases of any false statement or misrepresentation of fact in the application or o e pi ;;X the permit or approval was based. Permit void if not started within 180 days. Permit void if work stops for 180 days. ' X ' - 9 / _ f / C •�- Signature of Owner /App cant DATE Do you prefer to be contacted by fax, email or phone? Circle One WARNING — BUILDING PERMIT MUST BE POSTED ON CONSTRUCTION SITE! Plan fees are non - refundable and are paid in full at the time of application beginning anymy1, 2005. City of Rexburg's Acceptance of the plan review fee does not constitute plan approval **Building Permit Fees are due at time of application** **Building Permits are void if your check does not clear** 2 4 Building Safety Department City of Rexburg 19 E. Main ionellh @rexburg.org Phone: 208.359.3020 ext 326 Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024 OF g6XB URC A. �O C IT Y OF REXB Americas Family Community Affidavit of Legal Interest State of Idaho County of Madison I, Lc k LAC C Name City Address z� State Being first duly sworn upon oath, depose and say: (If Applicant is also Owner of Record, skip to B) A. That I am the record owner of the property described on the attached, and I grant my permission to: Name Address to submit the accompanying application pertaining to that property. B. I agree to indemnify, defend and hold Rexburg City and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herin or as to the ownership of the property which is the subject of the application. Dated this day of 20 y Subscribed and sworn to before me the day and year first above written. ,��`0 \ \111111111!lt� -0��, psi NOTARY * ,PUBLIC NO p s Public of Idaho Residing at: My commission expires: 3 Please complete the Antire Application! - /� If the question does not apply fill in NA for non applicable NAME I"- — 0,— r PROPERTY AD RESS Permit# SUBDIVISION Dwelling Units: SETBACKS FRONT Parcel Acres: SIDE SIDE BACK Remodeling Your Building /Home (need Estimate $ SURFACE SQUARE FOOTAGE.- (Shall include the exterior wall measurements of the building) First Floor Area 1 c Unfinished Basement area Second floor /loft area --- Finished basement area Third floor /loft area Garage area Shed or Barn Car ) ort /Deck (30" above g rade)Areo Water Meter Quantity: Required!!! PLUMBING Plumbing Contractor's Namk Address Water Meter Size: Ct zL Business Name: 4_6 /1. /Mrir City State Zip Contact Phone: ( ) Business Phone: Email Fax FIXTURE COUNT (lncludingro ugh ed fixtures) — Clothes Washing Machine Sprinklers —" Dishwasher Tub /Showers a Floor Drain �2 Toilet /Urinal Garbage Disposal Water Heater Hot Tub /Spa Water Softener Sinks (Lavatories, kitchens, bar, mop) Plumbing Estimate $ © (Commercial Only) l f Req 1 azure of need Contractor Incense number Date The C ity of Rexburg's permit fee schedule is the same as required by the State o f Idaho 4 \� REXBLIRG City of Rexbur • 9 Department of Community Development Receipt Number: 19 E. Main St. / Rexburg, ID. 83440 Phone (208) 359 -3020 / Fax (208) 359 -3024 n,,, t e e ' i i'le aka ry P ;v �� , zz a�J , 3 , J ei �� �� iII ,a " 4b r i„��I v ihl_o Ilii' W. HI_ iii�X�i( V �!( i 't ! uJ „ i =�pti i IN i i ` i JI 0700470 RPRHNRF001 Electrical Fee Based Calulation base $190.00 $190.00 $0.00 0700470 RPRHNRF001 Plan Check Fee $272.98 $272.98 $0.00 0700470 RPRHNRF001 Building Permit Fee $2,729.75 $1,729.75 $0.00 0700470 RPRHNRF001 Fire Im pact $140.24 $140.24 $0.00 0700470 RPRHNRF001 Hookup Fee /Sewer $1,000.00 $1,000.00 $0.00 0700470 RPRHNRF001 Hookup Fee/Water $1,550.00 $1,550.00 $0.00 0700470 RPRHNRF001 Police impact Fee $322.64 $322.64 $0.00 0700470 RPRHNRF001 Water Meter & Parts $317.00 $317.00 $0.00 0700470 RPRHNRF001 Commercial Plumbing Permit Fee $390.00 $390.00 $0.00 0700470 RPRHNRF001 Mechanical Fee Based Calulation ba $410.00 $410.00 $0.00 0700470 RPRHNRF001 Street impact Fee $1,978.20 $1,978.20 $0.00 0700470 RPRHNRF001 Base Fire Fee $50.00 $50.00 $0.00 Total: $8,350.81 07 -0566 09/24/2007 Building Permit Fee $1,000.00 0700470 0J III GNU ii i i L -- L �i m a�' "Fr— i ii CHECK 1040 $ 8,350.81 Total $8,350.81 i NOV 2007 genprrtrreceipts Page 1 of 1 y 'p __ _ C. i7Y Q i . .._ ' -.. _. City of Rexbu REXBURG - - -- ow - - -- - DapartmentofCommunity Dave lopme _ Arnericai family Community 19 E Main St. / Rexburg, ID. 83440 Phone (208) 359 -3020 / Fax (208) 359 -3024 PERMIT APPLICATION INVOICE Invoice DatelO /26/2007 3857 E 390 N RIGBY, ID 83442 RDCBURG, The following fee amounts for this permit application are unpaid at this time: Base Fire Fee 2832215 $ 50.00 Building Permit Fee 2832211 $ 1,729.75 Commercial Plumbing Permit Fee 2832214 $ 390.00 Electrical Fee Based Calulation based on Elect 2832212 $ 190.00 Fire Impact 2035500 $ 140.24 Hookup Fee /Sewer 3534730 $ 1,000.00 Hookup Fee/Water 3434630 $ 1,550.00 Mechanical Fee Based Calulation based on ME 2832212 $ 410.00 Plan Check Fee 2832220 $272.98 Police Impact Fee 0735500 $ 322.64 Street Impact Fee 3335500 $ 1,978.20 Water Meter & Parts 2534620 $ 317.00 Total: $ 8,350.81 Page 1 of 1 1 '4 /� 1 P. 1 Memory TX Result Report ( Jan, 28. 0? 4:59AM ) 2) Date/Time: Jan,28. 2008 10:58AM File Page _No_ - Mode - - - -- - ------- - -- - Destination- Pg(s) Result Not Sent -------- ----------------------- -- - -1 OK --------------------------------- 5707 Memory TX 3598192 P ----------------------------------------------------------------- Reason for error E. 1) Hang up o r 1 i n fa i 1 E. 2) Busy E. 3) No answer E.4) No facsimile connection E.5) Exceeded max. E s i z e TEMPORARY •� C,rT OF Certificate of Occupancy RMURG _ City of Rexburg . Department of Community Development 19 E. Main SL l Rexburg, ID. 83449 • Phone 98 359 -39281 Fax =1113Se 3112a Building Permit No: 07 OD470 Applicable Edition of Code: InIernalional Building Code 2003 Sits Address &q S � N )06th f r +1Wy - Use and Occupancy: Commercial Type of Construction: Type V, nor rated Design Occupant Load: ArOrns Fibms Cerder Sprinkler SystsmRequired. No Name and Address of Owner. Futures Of Idaho Inc 430 W Hwy 26 Blecidool. ID 83221 Contractor: Rocky Mountain Conbackas Special Conditions I - 1 anple&d bq JuQV ) r atAB: 1 . .iIl Iglr roLti"5 • sapP ��r�r 1atrn> -b he Whirled pi r -Hie, cc� - f Van. Occupancy: Assembly - worship, rerxeatian, or amusement This CerShCals, Issued pursuard do Ore n quiraments of sacion 109 ofthe lnlemabonal Building Code, os"Wes 04 at Ore dme Ome offssuance, Orfs building Or Mgt po flon OYMe Building that eas Inspected an Me daft listed mas found to be in compliance wM Me mquiremenis ofOle cede birMe group and dlvlaion ofocawpancyand Ore use formhiah the proposed occupancy mas dassifred. Date C.O. Issued. Jamrary 23, 2008 (01:5 PM) CA ksuad by: Bulltlleg Oaleral 71em -hall bs ro flydrer charge In"mdfift ottepaneydeeBdflrallonaflhe batdfng raxshataWsuwhual dregs , modihratona oraddiacaabe made b die bL rltlirg arayporilon thereof urdl tiro Stirling Ofidaf has reaiewed and appmjad said haze charges. Plumbing lnap -Wo • Fireinspe r: uso ElsoMeralhumclo PSZAAmfnishaMr; � J z OD V —I o = 3 v d m � � D> m n d y � � o 3 � c n � m m C7 W �o N m v � .� m T m o N cn o D n 3 D C ° c _a W c O =3 ° Q ; m o .y W m m -NCO CD no O .0 m 0 � n c 3 n 0 0 CD n ' C m ic CD N v :3 2 @ <'•= O Z m O O 7 C7 s� c r 0 Q 7 Q ? N C a s o m C v r c < r f co = s = v CD o --I a C V� s ; o v CD �, - r n O0 y O a a CD O m W v U Z a. m G D = of w Z CD �o m m o o v f c o m d y - x -4 °° ca Z �1Q Sr ,+ C oo cr n N N a, ;.o� f aCD ag m o 0 w 5- m O N — - a O m v 0 0 O / Z Y m 0 3 Cr 0 n o o �' d N T W g m 0� n a r. 0 1- c. cQ 7 V CD 5t 0 1 o � � v N 0 CD 4 0 cD C. go,c» W A 0 h y CD to O cy CD N 3_ cr r CD Q V O ID C 0 Cr 0 0) 0K 0 or- �D S Ol O Q. V CL CD CD O N O .y► U2 C S. 0 0 0 a; CL co_ a c �G 00 S N CD CD 3 O W�v► O C, CL V2 0) CL CO o W CD H n 0 7 C. O CL , CC c n ,. O 0 CL C) l< C. n 0 a ca eo W 3 O CD Cs= CD k O �+. cC 7 C CA C. O N O Q m z m n z -a n 0 X m X m 0 z X C n J O z O CD 2i 0 CD N n m CD X 0 0 K O C v n O N 0 0 cn C- 0 W g X m CA N C z `- O 0 v n O 0 N � cn m v O ysa clr o A tA x a .n O �,�O 3 � � H c� O `c C:) C:) O � � W D - n OD V 3 v d m � � D> m n d y � � o 3 � c n � � o � � 0 � y N N T m o N cn - n � m (a X 61 o C7 s� c r 0 Q m ° � --I Vmn �� T 0 . co o v r D 0 eD i 3�m m Q Z a. m O z z T v 0 z r °° .0 r `�° O m c c7 O 0 0 � � 0 0 3 - n _ � 1- - 00 w y-c c W m z v a Z w a Z z C7 W n N o o O v v v v qmg n 0 c rF pm� . o o D v CD z 0C D ) Q - 2 N `y 0 Z N < < < 0 p I a a C. CD CO OD V 3 v d m � � D> m n d y � � o 3 � c n � � o � � 0 � Buil g Safety Department oF R XB Rq U � y O City of Rexburg 79 E Main Rexburg, ID 83440 janellh@rexburg.org www.rexburg.org Phone: 208.359.3020 x326 Fax: 208.359.3024 C I T Y O F REXBURG CW 1.111-.. ____.__ Americo Family Community OWNER'S NAME PROPERTY ADDRESS SUBDIVISION P S og-< 47 PHASE LOT BLOCK Permit #07 00470 Anytime Fitness Center Requiredffl ELECTRICAL Electrical Contractor's Name r l� efs� n Business Name N e 156 C Address ? cay� � l t (� , Cit State ; Zip Cell Phone (24+8) :3'FO ' 3q2 q Business Phone ( Fax ( ) Email Electrical Estimate (cost of wiring & labor) $ ``W,7WW (COMMERCIAL /MULTI - FAMILY ONLY) TYPES OF INSTALLATION (New Residential includes everything contained within the residential structure and attached garage at the same time) Number of meters being installed Up to 200 amp Service* :/ 201 to 400 amp Service* Over 400 amp Service* Existing Residential (# of Branch Circuits) Temporary Construction Service, 200 amp or less, one location (for a period not to exceed 1 year) Spa, Hot Tub, Swimming Pool Electric Central Systems Heating and / or Cooling (when not part of a new residential construction permit and no additional wiring) Modular, Manufactured or Mobile Home Other Installations: Wiring not specifically covered by any of the above Cost of Wiring & Labor: $ Pumps (Domestic Water, Irrigation, Sewage) Requested Inspections (of existing wiring) Temporary Amusement /Industry *Includes a maximum of 3 inspections. Additional inspections charged at requested inspection rate of $40 per hour. of Licensed Contractor License number Date The City of Bexburg's permit fee schedule is the same as required by the State of Idaho 0 Please complete the er�ire Ap if the q uestion d t p pp q apply fill to NA for non applicable NAME n z�`nts- PROPERTY ADDRESS SUBDIVISION 2. Permit# RequiredLY MECHANICAL Mechanical Contractor's Name: ��y GPI Business Name: Address ZI `�' T "i`�% i- — . City e S j(S S Zi tate Contact Phone: ( ) " 1-3 1 .5 ~ Business Phone: ( ) J 1 I lc�' Email F Mechanical Estimate (Commercial /Multi Family Only) FIXTURES & APPLIANCES COUNT (Single Family Dwelling Only) �_ Furnace Exhaust or Vent Ducts Furnace /Air Conditioner Combo Heat Pump Air Conditioner Evaporative Cooler Unit Heater Space Heater Decorative gas -fired appliance Incinerator System Boiler Pool Heater Dryer Vents Range Hood Vents Cook Stove Vents 02 Bath Fan Vents other similar vents & ducts: Fuel Gas Pipe Outlets including stubbed in or future outlets Inlet Pressure (Meter Supply) PSI Heat (Circle all that apply) Ga Oil Coal Fireplace Electric Hydronic Requiredl Signature of Licensed Contractor License number , Date The City of Rexburg'r pe rma fee schedule is the same as required by the State of Idaho P. 1 lnory TX Result Report ( Nov. 20.7 12: 47 PM) 2) Date /Time: Nov.20. 2007 12:46PM File Page No, Mode Destination Pg(s) Result Not Sent ---------------------------------------------------------------------------------------------------- 5379 Memory TX 12085227093 P. 2 OK ---------------------------------------------------------------------------------------------------- Reason for error E. 1) Hang up or 1 ine fail E. 2) Busy E. 3) No a n s w e r E. 4) No f a c s i m i l e c o n n e c t i o n E.5) Ex c e e d e d max. E—mail s i z e Please complete the entire Application! f �e gtteation does not apply 811 itt NA hoc naa applicable NAME �e PROPERTYAD RE S �� Pemtit# SUBDIVISION 6� 7 Dwelling Unit.: PatcelAu SETBACKS FRONT SIDE. SIDE BACK A- -deUng Y B i/dLV1Home (need - d,- -) $ SURFACE SQUAREFOOTAGH• (Shall include the exterior wail me of the building) First Floor Are -�sjao UnSoisbed Basctiwm ' Second floor /loft arcs Finished basement area Third floor /hft area Gamge area Shed Bam Catpott/Deck CM' above gmde)Atea Water Meter Quantity: ...._ ^ 'i Water Meter Sise: Requiredlff PLUMBING Plumbing Canttactot's N. J.(. a( B usiness Name: Addass City Sta Zip Concoct Mori: ( ) Bus Phone: { ) FWWAU COUNT rM:tungroyg s) . Clothes Washing Machine SPdoWets -- Dishwasher Tub/Showeea a Floor Drain a Toikt/Urinal Garb%. Dap-sal � Water Heath Hot Tub /Spa Water Sofhrner 4 Siulo, (Invatorira, hiecheos, bar, mop) Plumbing Eadmate S o ° (Commercial Only) G of l:mmemr .ae.hc D.� 2 Y'eGgr J�+�XiP ��ru b�kuafr� are or�nprel6ytbe J'�efldrbe 4 SUBCONTRACTOR LIST n d � Excavation & Earthwork: Concrete: Masonry: i� Roofing: "L )c Insulation: t.._( - Zj�Vieso L :fit r) (1 C ., Drywall: .��Clll( "�\�I f 1�l �Si�l1 J2-yi 'ail Floor Coverings: Electrical: Y r o Special Construction (Manufacturer or Supplier) Roof Trusses: k [Y, V Q )n CjC X, � `��rfi� (� 1 t7�r� 1 Floor /Ceiling Joists: Siding /Exterior Trim: \� f `j 8 Plan Checklist for the 2003 International Building Code Name of Project: USE AND OCCUPANCY �7 0 c> yA�) 1. Classification as per Sections 302.1 & 30 thru 312 2. Incidental use areas see Table 302.1.1 //L 3. Identify if mixed occupancy exists. es X_ or No If no then skip #3 below. Accessory Space (10% or under)� ,/ Nonse p erated Mixed Occupancy as per Section 302.3.1 Separated Mixed Occupancy as per Table 302. .24� Identify on plans Fire Barrier Walls and/or Horizontal Assemblies including the rating 3. If Assembly Occupancy xists, 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. 2. 3. 4. 5. 6. 7. Area, First Floor * 5�O , Second Floor , Third Floor Area meets requirements as per Table 503. (Basements need not be included as per Section 503.1.1) Yes No Height meets requirements as per Table 503. Yes )( No Buildings on same Lot? es No�_ If no then skip #5 below. Regulated as Separate j 4gAwor Regulated as one Building as per Section 503.1.3 Height modified as per Section 504. Yes No \- If yes, sprinklers are required. Area modified as per Section 506. Yes Noy >(_ If yes use the area provided below to calculate increase. 141 I 8 Total Area Allowed after Increase /+1 ` k Area Shown on Plans Zero Lot Line Buildings see fiction 705. For Mezzanines see Section 505. Unlimited Area Buildings see Section 507 • 0 TYPES OF CONSTRUCTION AND FIRE RESISTANCE. I . Identify the Type of Construction as per Section 602 VB 2. Check allowable material for Type I and II buildin�Ws as per Section 603 3. Table 601 - Identify Building Element Ratings 41! 4. Table 602 - Identify the Fire Resistance Ratings of Exterior Walls .� 5. Check Ope rags in Exterior Walls for compliance with Table 704.8.(If sprinklered, see Section 704.8. I) Aell- 6. Projections meet requirements of Section 704.2 ,4 -- 7. Check for window vertical exposure from roof below as per Section 704.10 ,l �- 8. Check that Parapets are not required as per Section 704.11 )G 9. Are Firewalls sed or required? Yes No If no, skip #10 below. 10. Check Fir w is for Structural Stability Fire Resistance Rating as per Table 705.4 Made mbustible Materials(except Type V) Horizontal Continuity Vertical Cont' y onnection to Exterior Walls as per Section 705.5.1 Extend to Ho z t ecting Elements as per Section 705.5.2 Openings (no windows) as per S ction 05.8 Check that Penetrations meet requirements of Section 712 Ducts and Air Transfer Openings in Firewall meet requirements of Section 705.11. l_ 11. Are Fire Barriers used or required? (as required by table 302.3.2) Yes No If no skip #12 below. 12. Check Fire B i rs o tructural stability as per Section 706.4. Openings limited to 25% of wall. xi o ening size of 120 sq. ft. (unless sprinklered) Check that Penetration et h quirements of Section 712. Ducts and Air Transfer Openings meet the requir nts f ection 712 and 716. 13. Are Shaft Enclosures used or required? Yes - No m f no then skip #14 below. 14. Shaft Enclosure (et �e requirements of Section 707. 15. Are Fire Partitions ed or required? Yes No Y If no then skip #16 below. 16. Check Fire Pa0i 'o r Structural Stability and Continuity as per Section 708.4. Dwelling units that ar i e allowed %2 hr. separations versus I hr. Check that Penetratio et equirements of Section 712. Ducts and Air Transfer Openings meet the re qu' em t Section 712 and 716. 17. Fire Rated Ceiling Panels meet requirements as per Section 711.3.1. - &1 18. All Penetrations �}� i Fire Resistive Walls and Horizontal Assemblies meet the requirements of Section 712. 19. Fire Resistive Joint Systems meet the requirements of Section 713 .-// 4- � 20. Doors and Shutters in Fire Resis 've Assemblies meet the requirements of Table 715.3. 1 1- 21. Fire Doors are Self Closing.. 22. Fire Windows or Glazing conform to Section 715.4 and Table 715.4.,,4-J111- 23. Fire and Smoke Dampers conform with Section 716. 24. Fire Blocking and Draft Stopping is provided as per Section 717 raft Stopping is not required at partition line in dwelling units with combined space of less than 3000 Sq. Ft and not required if in sprinklered building with sprinklered concealed spaces) 114�Ao 25. Wall and Ceiling Finishes meet the requirements of Table 803.5 and Section 803. V 26. Floor Finish meets requirements of Section 80�-X- I 0 0 FIRE PROTECTION SYSTEM 1. Is a Fire Protectio 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 3. Other requirements requiring Fire Protection Systems (check if needed): _ Group A (As per Section 903.2. 1) ?� Group E (As per Section 903.2.2) Group F -1 (Asper 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 per Section 903.2. 10 Ducts conveying Hazardous Exhausts (Asper Section 903. 12.1)4 Commercial Cooking Ope tions (As per Section 903.2.12.2) Asper Table 903.2.13 4. If Sprinklers needed as ident7 d in #3 list type of system required. 5. If Sprinklers required by y the above, Are Monitors and Alarms provided as per Section 903.4? 1 6. If an Alternative to ti Fi xtinguishing System is identified, does I meet the requirements of Section 904? 7. Are Fire Alarm r red s r ections 907 or 908? Yes No if no then skip #8 below. 8. Do Alarms m et t re it e s listed in Sections 907 or 908? 9. Is smoke con rol r ui d. as per Sections 402, 404, 405 or 410) Yes No If yes, see Sections 90 . 10. H Occupan ies may require smoke and heat vents as per Sections 415.6 and 410. MEANS OF EGRESS 1. Minimum height of 7'as per Section 1003.2. 2. Any protruding objects meet the requirements of Section 1003.3. 3. The occupant load shown on plans.W& 4. The occupant load as per calculated by Table 1004.1.2. 70 5. Occupant load posted in every assembly occupancy as per Section 1004.3.-P—Ze 6. Egress width is identified on plans. K 7. Egress width meets requirements as calculated per Table 1005.1. �G 8. Multiple means of egress sized so that the loss of any one means of egress shall not reduce the available egress capacity to less than 50% of total required._ 9. Door encroachment does not reduce the required egress width to less than 50% required. 10. Means of egress is illuminated as per Section 1006 11. Illumination emergency power is shown for means o egress as per Section 1006.3. 0 12. An enclosed exit stairway is shown. Yes No ?Q if no, skip , 13, #14 and #15 below. 13. Enclosed stairway has an area of refuge(as per Section 1007.6). 14. Area of refuge has 2 -way c mmunications, instructions and is ide tified as per Sections 1007.6.3, 1007.6.4 and 1007.6.5.71 s 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 r 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. 19. Thresholds are id feed as a maximum of %2 high, for swing doors and 3 /4" for sliding doors as per Section 1008.1.6. 20. Space between two doors is less than 48 "(except R2 &R3 non Type A units). 21. Locks and latches meet requirements of 1008.1• 22. Panic hardware is shown at required locations ( ection 1008.1.9) 23. Does a stairway exist. Yes No �C I� no, skip #24 thru #28. 24. Stairway doors do not open over stairs. - ` �,� / ��•. 25. Stairways are minimum of 44" wide(except where occupant load is 50 or less or as per Section 1009.1). 26. Maximum r er is 7 inches and minimum tread is 11 inches. 27. A landing is ro i d at the top and bottom of each stairway. 28. Maximum v rtic i ithout a landing is 12'. 29. Handrails ar id tiff d that meet the requirements of Section 1009.11. 30. Handrails ret to wall, etc. or are continuous to next stair handrails 31. Elevation change of over 1/20 is designed as a ramp as per Section 1010 32. Exit signs are identified when over 2 doors are required for exiting. - K 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 36. Egress does not pass through intervening spaces unless the space is accessory to the area served and the intervening space is not hazardous. 37. If multiple tenant spaces exist, egress from any one does not pass through another. 38. Length of common egress travel does not surpass requirements as per Section 19 13.3. 39. Required egress aisle adjacent to tables shall comply with Section 1013.4.2. 40. Spaces with one means of egress meet the following maximum occupancy loa syd- a. Occupancy A,B,E,F,M & U - 50 occ. b. Occupancy H -1, H -2, & H -3 - 3 occ. C. Occupancy H -4, H -5, I -1, I- 3.1 -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 per 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. �C 46. Exterior exit alconies constructed in accordance with Section 1015.3 have 100' added to their travel distance. 47. Corridors are rated as pe Table 1016.1. 48. Corridor widths meet r 'rements of Section 1016.2. 49. Corridor dead ends tan 20' or 50' for sprinklered occupancies B and F. 50. Corridor not used unless in a tenant space of less than 1000 sq. ft. 51. The minimum number of exits for occupant load meets the following: 1 -500 requires 2 exits 501 -1000 requires 3 exits More than 1000 requires 4 exits 52. Buildings with one exit meet the requirements of Section and Table 1018.2. / 53. Interior stairwells required as a means of egress me the requirements of Section 1019 54. Space under stairs is identified as 1 -hour rated. 55. Exterior ramps or stairs are open on 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 of lines and other buildings on the lo� 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 - 61. Vestibule is provided as per Section 802.3.6 of the International Energy Conservation Code. _AJo 7 Cb 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.� X 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)A 6. Accessible parking is provided on shortest route from accessible parking to the accessible building entrance. 0+ 7 .E 7. Group I occupancies meet accessibility requirements as set forth in Section 1I07.5.AK-- 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 s ructure, all units are designer 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 'n a project, 2% but not less than one are designed as Type A units as per ICC /ANSI 117.1 11. Wheelchair spaces (and companion seats per Section 1108.2.5) are provided in Assembly Occupancies as per Table 1108.2.2.1 12. Assistive listening systems are provided in Assembly occupancies where audible communications are integral to the use of the space/ /� 13. Any Assembly occupancy performance area has an accessible rout9las per Section 1108.2._ C 14. Any dining area in an Assembly Occupancy is fully accessible / 15. Self service storage facilities shall provide accessible spaces as per Section 1108.3 16. Toilet and bathing facilities are accessible(unless in a private office)as per ection 1109.2. k 17. Unisex toilets and bathing rooms are supplied as per Section 110 .2.1. 18. Where sinks are provided, 5 %, but not less than 1 is accessible 19. Where a kitchen or kitchenette is provided, it is accessible(unless in Type B dwelling). 20. Storage cabinets, lockers, etc. one of each type is accessible as per Section 1109.8. INTERIOR ENVIROMENT AND ENERGY CONSERVATION 1. Attic ventilation exists that is 1 /150 of the floor spacp or 1/300 with vapor barrier. 2. 50% of the attic ventilation is 3 ft. above eaves 3. Crawl space ventilation complies with Section 1203.3. 4. Natural ventilation (windows, doors, louvers etc.) is a minimum of 4% of floor spate 0 i 5. Interior spac9s that do not have openings directly to outside meet requirements of Section 1203.4.1. 6. Bathrooms containing bathtubs, showers or spas are mechanically vented. 7. Natural or Artificial light is provided that meets the requi ments of Section 1205. 8. Courts shall meet the requirements of Section 1206.3. a 9. Dwellings party walls and floors meet the requirements of Section 1207. Zl 10. All habitable rooms shall be a minimum of 7' wide, and a minimum of 70 sq. ft. in area. 11. Dwelling units(except Section 1208.4 efficient units) have one habitable room of 120 sq. ft.� 12. All ceilings are a minimum of 7'6" with no more than 1/3 at 7'0 ". 13. Attics and crawl spaces have access openings as per Section 1209. 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 provided unless another approved means to avoid condensation and leakage has been provided. PAD 2. Water resistant barrier shown on sheathing as per Chapter 14.� y�12 3. Masonry veneer is flashed at bottom and has weep holes as per Section 1405.3.2.A 4. Masonry veneer shall be mechanically attached as per Section 1405.5. A -_ 5. Stone Veneer is anchored as per Section 1405. 6. Sidings shall be applied as per Section 1405. 7. Fire separation distance for combustible veneers(siding) meet that of Table 1406.2.1.2. 8. Balconies that protrude shall meet the requirement of Table 601 for floors A &- 9. Metal Composite Materials(MCM) shall meet the requirements of Section 07. 14 10. Roof coverings meet the requirements of Table 1505.1. "� 11. Double underOebrane ment is provided in asphalt roofs with minimum slope of 2:12 up to and including a 4:12 slope. 12. An ice dam (one continuous sheet or two sheet cemented together) fpr all asphalt roofs is provided from the roof edge to 24" inside of the in 'de of the exterior wall. 13. Drip edge metal is provided along all roof edge. 14. Metal roofs meet the requirements of Section 1507.4. 15. Built -up roofs meet the requirements of Section 1507.10. 16. Single Ply Plastic Roofing meet requirements of Section 1507.12 a 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, gr and snow load, basic wind speed, wind exposure, seismic design category and site class. 3. All plans except as described in #1 above shall include the following: a. Floor live load including any reductions. b. Roof live load as per Section 1607.11.E C. Roof Snow load, including the flat roof snowlad, the snow exposure factor, the snow load importance factor and the thermal factor d. Wind design data, including basic wind speed, wind importance factor with building category, wind exposure, applicable internal pressure coefficient and the design wind pressure used for the design of components and cladding. e. Earthquake design data including seismic importance factor, seismic use group, mapped spectral response accelerations, site class, spectral response coefficients, seismic design category, basic seismic - force - resisting systems, design base shear, seismic response coefficients, response modification factors and the ana ysis procedure used. 4. Flood zone is identified(if in flood zone see Section 1603.1.6) 5. Design of floor Ii 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.h�� 7. Architectural, mechanical and electrical components meet the seismic requirements of Section 1621 8. Where " SP ecial fabrication (usually steel) is performe p 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._Ml4Z 12. Special inspection are identified for masonry as per Section 1704.5. 13. Special inspections are identified for fills greater than 12" deep where a load is applied.,4//- 14. Special inspections are identified for all pier and pile foundations. 15. Special inspections are identified for sprayed on fire resistance a lications.�l4- 16. Special inspections are identified for smoke control systems 17. Quality assurance plan for seismic resistance is provided (excep ) for design light frame as per chapter 2308 or reinforced masonry less than 25 feet high)_ & 18. Special inspections are provided for seismic force resisting systems.-,e4- 19. Structural ob ervations as per Section 1709 are identified for structures in Seismic Use Groups II or III. 20. Truss Details provided or noted to be provided prior to frame inspection. tk SOILS AND FOUNDATIONS 1. Allowable soil foundation bearing pressure (as per Table 1804.2). �^ 2. A soil investigation is required per the requirements of Section 1802.2 where questionable soils such as fill materials, organic soils, clays or questionable rock strata exist. Do any of these conditions exist? Yes No X 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% foVnatural surfaces. Z � 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._,AO12j '/ 6. Buildings on or adjacent to greater than 3/1 slopes meet requirements of Section 1805.3. /y1 7. Top of foundation is a minimum of 12" above the ad' cent street gutter (unless a drainage path is identified and approved by the building official)4 8. Footings designed so that the allowable bearing capacity of the soil is not exceeded.,ep - e w 9. Foundation meets the requirements of Section 1805.5 (including tables 1805.5). 10. Except for Group R and U occupancies of light framed construct' of seismic design D and less than 3 stories in hieght, concrete is a minimum of 3000 p.s.i.. 4 A 11. Retaining walls are designed with a lateral sliding and overturning factor of safety of 1.5. -,.44 `J 12. Foundation drainage system or water - proofing (Section 1807.3) is provided where water table warrants.4b/ 13. Damproofing shown under slabs as per Section 1807.2.1._ 14. Damproofing shown for foundation walls. 15. Minimum of 4" of gravel is shown under all slabs. , 16. Foundation din is installed (except in well- drained gravel areas) as per Section 1807.4.2 and 1807.4.3. 17. Piles meet requirements of Section 1808, 1809, 1810 and 181 L /f 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 ategory 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), k lj 4. Masonry construction documents identify ize, grade, type and location of reinforcement, anchors and wall ties as per Section 2101 ,�- 5. Masonry fireplaces have mi " thick footings that are 6" wider than masonry. 6. Masonry fireplaces have s i r o cement and anchors as per Section 2111. 7. Masonry fireplaces mee r rements of Section 2111 and Table 2111.1. 8. Masonry chimneys s 1 e r ui ements of Section 2113. i••� 1. Truss drawings identify requirements � as per Section 2303.4.1. E 2. Joist layout plans are provided.A � g ngineered products have computer layout.A/4 3. Floor and roof sheathing meets requirements of Section 2304.7. 4. Connections and fastening meet the requirements of Table 2304.9.1. k 5. Fasteners in preservative treated wood are hot - dipped zinc coated galvanized steel, stainless steel, silicon bronze or copper. 6. Wood framing members above foundations are 8" (min.) above soil. 7. Diaphragms do not exceed the 4:1 ratio for all edges blocked and 3:1 for unblocked. 8. Shear wall aspect ratios meet the requirements of Table 2305.3.3. x 9. Shear wall design meets requirements of Section 2305.3 GLAZING 1. Glazing in pool, sauna, hot tub, steam room, bathtub or sho 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: 3. Glazing greater than 9 sq. ft., bottom below 18 ", top above 36" and 36" from walking surface is safety glazing as per Section 2406. 4. Glazing in guards and rails is safety glazing as per Section 2406.�Y 5. Glazing next to stairways, landir4s and ramps (unless over 60" above standing surface) is safety glazing as per Section 2406. I F 0 0 MISC. 1. Number of plumbing fixtures shall meet the requirements of Table 2902.1 2. Separate toilet facilities are provided for spaces with 16 or more employees, or combination of employees and customers (except for mercantile occupancy with occupancy of 50 or less). 3. Public toilet facilities are provided as per Section 2P,02.6. X 4. Elevators meet the requirements of Chapter 30.E 5. Pedestrian walkways meet the requirements of Section 3104. 6. Awnings and canopies meet the requirements of Sectioy13105. 7. Marquees meet the requirements of Section 3106!/ 8. Swimming pool enclosures and safety devices meet the requirements of Section 3109.�� 9. Protection for pedestrians meets the requirements of Section 3 06.�_ 10. Existing structures meet the requirements of Chapter 34. i i Page 1 Commercial Heat Loss and Heat Gain Calculation 9/26/2007 Report Prepared By: Mountain West Mechanical 0 0 306,423 0700470 4,473 For: Anytime Fitness 4,473 61,068 Ventilation Henry's Fork Plaza 0 Anytime Fitness Rexburg, Id 83440 Walls 2,405 0 Design Conditions: Rexburg; Latitude: 43; Time 1:00 PM Door Leakage 1,663 Indoor: 1,663 Outdoor: Windows Summer temperature: 75 0 Summer temperature: 98 Winter temperature: 72 4,107 Winter temperature: -25 Relative humidity: 50 Doors Summer grains of moisture: 50 1,666 1,766 Daily temperature range: 21 Building Component Sensible Latent Total Total 8,200 Gain Gain Heat Gain Heat Loss Infiltration (BTUH) (BTUH) (BTUH) (BTUH) Floors 0 0 0 306,423 Duct 4,473 0 4,473 61,068 Ventilation 7,920 0 7,920 42,680 Walls 2,405 0 2,405 19,779 Door Leakage 1,663 0 1,663 16,219 Windows 5,918 0 5,918 11,175 Ceilings 4,107 0 4,107 9,079 Doors 1,666 0 1,666 1,766 Miscellaneous 1,250 0 1,250 0 Lights 8,200 0 8,200 0 Infiltration 0 0 0 0 People 11,600 17,400 29,000 0 Skylights 0 0 0 0 Partitions 0 0 0 0 Whole Building - All Components 49,202 17,400 66,602 468,189 ( 5.5 tons) V E C E 0 V E OCT CITY OF REXBURG HVAC -Calc Commercial 4.0 by HVAC Computer Systems Ltd. 888 736 -1101 Load calculations are estimates only, actual loads may vary due to weather and construction differences. 0700470 C®Mcheck Software Ver Anytime Fitness Center 2003 IECC Report Date: 09120/07 Data filename: C:1Program FlleslChecktCOMcheWAnytlme Fitness Rexburg.cck Section 1: Project Information Project Title: Anytime Fitness Center Construction Site: Owner /Agent: Designer /Contractor: Henry's Fork Plaza Rock Mountain Contractors Rexburg„ ID 859 S Yellowstone, Suite 205 83440 (208) 359 -6191 Section 2: General information Building Location (for 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: Now C,onatruction Vertical Glazing /Wall Area Pct.: 10% Floor Area Exercise Center 3925 Section 3: Requirements Checklist Climate - Specific Requirements: r.. Component Name/Description Roof 1: All -Wood JoisvRafter/Truss Exterlor Wall 1: Wood Frame, Any Spacing Window 1: Metal Frame with Thermal Break:Doublo Pane with Low -E, Clear, SHGC 0.32 Door 1: Glass, Clear, SHGC 0.32 Door 2: Solid Basement Wall 1: Solid Concrete or Masonry <= 8 ", Furring: None, Wail Ht 4.0, Depth B.G. 3.0 .,Gross Area Cavity Cont. Proposed Sudget or Perimeter R -Value R Value U- Factor U- Factor 3925 38.0 0.0 0.028 0.047 3036 19.0 0.0 0.068 0.067 355 --- -- 0.310 0,520 48 — -- 0.310 0.520 21 — — 0280 0.112 3925 — 8.0 0.107 0,091 (e) Budget U- factors are used for software baseline calculations ONLY, and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: 0 1. All Joints and penetrations are caulked, gaskets d or covered with a molsture vapor- permeable wrapping material installed in accordance with the manufacturer's installation instructions. O 2. Windows, doors, and skylights certified as meeting leakage requirements. 1 3. Component R- values & U- factors labeled as certified. 4. Insulation installed according to manufacturer's instructions, in substantial contact with the surface being Insulated, and in a manner that achieves the rated R -value without compressing the Insulation. (] 5. Stair, elevator shaft vents, and other dampers Integral to the building envelope are equipped with motorized dampers. 6. Cargo doors and loading dock doors are weatherer sealed. Anytime Fitness Center Page 1 of 7 O 7. 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. El 6. Building entrance doors have a vestibule and oqulpped with closing devices. Exceptions. Building entrances with revolving doors. Doors that open directly from a space less thin 3000 sq. ft. in area. 0 9. Vapor retarder Installed, Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document Is consistent with the building plans, specifications and other calculations submitted with this permit appliaition.:The proposed envelope system has been designed to meet the 2003 IECC requirements In COMcheck Version 3.4.2 and to compel!/ with the mandatory requirements In the Requirements Checklist. Name - TMe Signature -- Date Anytime Fitness Center Page 2 of 7 • C®Mcheck Software Version 3.4.2 CNI 11 Mechanic=al. Compliance Certificate 2003 IECC Report Dale: 09/20/07 Data filename: C:\Program Flles \Check \COMchecklAnytlrne Fitness Rexburg,cck Section 1: Project Information Protect Title: Anytime Fitness Center Construction Site: OwnertAgent: Designer/Contractor: Henry's Fork Plaza Rock Mountaln Contractors Rexburg„ ID 859 S Yellowstone, Suite 205 63440 (206) 3se -6191 Building Location (for weather data): Rexburg, Idaho Climate Zone: 16 Heating Degree Days (base 65 degrees F): 8693 Cooling Degree Days (base 65 degrees F): 143 ProlectType: Now Construction Section 3: Mechanical Systerns List 6duardU $y torry Tvoe&Descrlgtlon Anytime Fitness Center Page 6 of 7 Report Date: Data filename: CAPrngram Files \Check\COMchecMnytJme Fitness Rexburg.cck Anytime Fitness Center Page 7 of 7 Page 1 Commercial Heat Loss and Heat Gain Calculation 9/26/2007 Report Prepared By: Mountain West Mechanical Inc. For: Anytime Fitness Henry's Fork Plaza Rexburg, Id 83440 Design Conditions: Rexburg; Indoor. Summer temperature: Winter temperature: Relative humidity: Latitude: 43; 75 72 50 Time 1:00 PM Outdoor: Summer temperature: Winter temperature: Summer grains of moisture: Daily temperature range: 98 -25 50 21 Building Component Sensible Gain (BTUH) Latent Total Gain Heat Gain (BTUH) (BTUH) Total Heat Loss (BTUH) Floors 0 0 0 306,423 Duct 4,473 0 4,473 61,068 Ventilation 7,920 0 7,920 42,680 Walls 2,405 0 2,405 19,779 Door Leakage 1,663 0 1,663 16,219 Windows 5,918 0 5,918 11,175 Ceilings 4,107 0 4,107 9,079 Doors 1,666 0 1,666 1,766 Miscellaneous 1,250 0 1,250 0 Lights 8,200 0 8,200 0 Infiltration 0 0 0 0 People 11,600 17,400 29,000 0 Skylights 0 0 0 0 Partitions 0 0 0 0 Whole Building - All Components 49,202 17,400 66,602 ( 5.5 tons) 468,189 ounWd J0 Adl LOOZ L - ! '� U lllz�n����7 HVAC -Calc Commercial 4.0 by HVAC Computer Systems Ltd. 888 736 -1101 Load calculations are estimates only, actual loads may vary due to weather and construction differences. Anytime Fitness Center COMcheck Software V.- 2003 IECC Report Date: 09/20/07 Data filename: C: \Program FIIeslChecklCOMchecklAnytlme Fitness Rexburg.cck Section 1: Project Information Project Title: Anytime Fitness Center Construction Site: Owner /agent: Designer /Contractor: Henry's Fork Plaza Rock MoLmtaln Contractors Rexburg„ ID 859 S Yellowstone, Suite 205 83440 (208) 359 -6191 Section 2: General Information Building Location (for weather data): Rexburg, Idaho Climate Zone: 16 Heating Degree Days (base 65 degrees F): 6893 Coding Degree Days (base 65 degrees F): 143 Protect Type: New Construction Vertical Glazing /Wall Area Pct.: 10% Building TypA Floor Am Exerrase Center 3925 Section 3: Requirements Checklist G"n /49d P�4S 23 ✓a t?elte ttl`t� Rrt a a 5 . ",. ,`s,_ .`. ,. a...,' Climate -Specific Requirements: 0 P 00470 Component NameA3escripetion Roof 1: All -Wood Joist/Rafter/Truss Exterior Wall 1: Wood Frame, Any Spacing Window 1: Metal Frarne with Thermal Break:Doublo Pane with Low -E, Clear, SHGC 0.32 Door 1: Glass, Clear, SHGC 0.32 Door 2: Solid Basement Wall 1: Solid Concrete or Masonry <= W, Furring: None, Wail Ht 4.0, Depth B.G. 3.0 Gross Area Cavity Cont. Proposed Budget or perimeter R -Value R Value U- Factor U- Factor 3925 38.0 0.0 0.028 0.047 3036 19.0 0.0 0.068 0.067 355 --- -- 0.310 0,520 48 — --- 0.310 0.520 21 — -- 0280 0.112 3925 — 8.0 0.107 0.091 (a) Budget U-ftdm are used for software baseline calculations ONLY, and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: 1. All Joints and penetrations are caulked, gaskete.d or covered with a moisture vapor - permeable wrapping material installed in aocordance with the manufacturer's installation instructions. O 2. Windows, doors, and skylights certified as meeting Leakage requirements, ❑ 3. Component R- values B U- faclors labeled as certified. 4. Insulation installed according to manufacturer's instructions, in substantial contact with the surface being Insulated, and in a manner that achieves the rated R -value without compressing the Insulation. 5. Stair, elevator shaft vents, and other dampers Integral to the building envelope are equipped with motorized dampers. 6, Cargo dooms and loading dodo doors are weather sealed. Anytime Fitness Center Page 1 of 7 U T. Recessed fighting fixtures are: (1) 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. Ej e,,. Building erytrance doors have a vestibule and equipped with closing devices. Exceptions: Building entrances with revolving doors. Doors that open directly from a space less them 3000 sq. ft. in area. 9. Vapor retarder installed. Section 4: Compliance Statement Compliance Statement; The proposed envelope design represented in this document Is consistent with the building plans, specifications Comp a o calculations :The pro os this permit d pliakilon.:The proposed envelope system has been designed to meet the 2003 IECC and requirements In COMcheck Verslon 3A.2 and to comply ardh the mandatory requirements in the Requirements Checklist. Signature Cate Name -Tide -- _ -�_--° - w--- •,w -�- _ _m __.�._._._ Page 2 of 7 Anytime Fitness Center 1 1` Report Date; 09/20107 Data filename: C: \Program Fl1ss1ChedclCOMcheck1Anytime Fitness Rexburg.cck Section 1: Project Information Project Title: Anytime Fitness Center Construction Site: Owner /Agent: Designer/Contractor: Henry's Fork Plaza Rock Mountain Contractors Rexburg„ ID 659 S Yellowstone, Suite 205 83"0 (208) 359.6191 Building Use Description by: Project Type: New Construmlon Buildinn Tvoe Floor Aipen Exercise Center 3925 Section 3: Requirements Checklist interior Lighting: ® t. Total actual watts must be less than or equal to total allowed watts. Allowed Watts Actual Watts Complies 3925 0 YES O 2. Exit signs 5 Watts or less per side. Exterior Lighting: D 3. Efficacy greeter than 45 lumens A. Exceptions: Specialized fighting highlighting features of t bloric buildings; signage; safety or security lighting; low - voltage landscape lighting, Controls, Switching, and Wiring: ® 4. Independent controls for each space (switch /oc:upancy sensor), Exceptions: Areas designated as security or emergency areas that must be continuously illuminated. Lighting in stairways or corridors that are elements of the means of egress. ® 5. Master switch at entry to hotellmotel guest room. D 6. Individual dwelling units separately metered. D 7. Each space provided with a manual cordroi to provide uniform light reduction by at least 50 %. Exoeptions: Only one luminaire in space; An occupant- sensing device controls the area; The area Is a corridor, storeroom, restroom, public lobby or guest room; Areas that use less than 0.6 Watts / sq.ft. D 8. Automatic lighting shutoff control In buildings larger than 5,000 sq.ft. Anytime Fitness Center Page 3 of 7 1 Report Date: Data filename: C:1Program FileslChecklCOMchecklAnytime Fitness Rexburg.cck A t3 C Floor Area Allowed Allowed Watts Watts I ft2 Exercise Center 3925 1 3825 Total Allowed Watts = 3925 Section 2: Actual Lighting Power I &alculatlon A B C D E Fixture ID : Description I Lamp I Wattage Per Lamp / Ballast LampW 0 of Fixture (C X D) Fixture Fixtures Watt. T7 s - dq f�1 dr'f Y: :; n Total Actual Watts = 0 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Actual Watto Is greater than or equal to zero, the building complies. Total Allowed Watts = 3925 Total Actual Watts = 0 Pr*ct Compliance = 3925 Lrght++3y, f Bt3 1 ficrhtang`fxtur Anytime Mess Center Page 6 of 7 0 1 0 C®Mcheck Software Version 3.4.2 Mechanical. Compliance Certificate 2003 IECC Report Dante: 09120107 Data filename: C:Trogram FIIeslCheck\COMchecktAnytlme Fitness Rexburg,cck Section 1: Project Information Project Title: Anytime Fitness Center Construction Site: Owner /Agent: Des ignerlContra ctor: Henry's Fork Plaza Rock Mountaln Contractors Rexburg„ ID 859 S Yellowstone, Suite 205 83440 (208) 359 -6191 Section 2: General Information Building Location (for weather data): Rexburg, Idaho Climate Zone: 16 Heating Degree Days (base 65 degrees F): 8693 Cooling Degree Days (base 65 degrees F): 143 Protect Type: Now Construction Section 3: Mechanical Systems List Qu antitit $ stx em TyRq & Desert tton Anytime Fitness Center Page 6 ai 7 COMcheck Software Version 3.4.2 Mechanical Requirements Descriptio Report Date: Data filename: C:\Prngram Files \ChecklCOMchecMny - Ume Fitness R®xburg.cck Page 7 of 7 Anytime Fitness Center - ���� Exceptions: Areas with only one luminaire, corridors, storerooms, restrooms, or public lobbies. 0 9. Photocell/astronomical time switch on exterior lights. Exceptions: Ughting intended for 24 hour use. 10.Tandem wired one -lamp and three lamp ballasted luminaires (No single -lamp ballasts), Exceptions: Electronic high - frequency ballasts; Luminalre:s on emergency circuits or with no available pair. Anytime Fitness Center Page 4 of 7 0 • CO Ulcheck Software Version 3.4.2 Lighting Compliance Certificate 2003 IECC Report Date; 09/20/07 Data filename: C:1Program FileslCheckACOMchecMAriytime Fitness Rexburg.osk Section 1: Project Information �OOp� Project Title: Anytime Fitness Center Construction Site: Owner/Agent: Designer /Contractor: Henry's Fork Plaza Rexburg„ ID Rock Mountain Contractors 859 S Yellowstone, Suite 205 83440 (20a) 359.6191 Section 2: General Information Building Use Description by; Project Type: New Construction Flo ®r .4rnea Exercise Center 3925 Section 3: Requieements Checklist � terior Lighting: 1. Total actual watts must be less than or equal to total allowed watts. !Allowed Watts Actual Watts{ Complies _� 3925 0 3100 Y� Exit signs 5 Watts or less per side. 5tterior Lighting: F Z K 3- Efficacy greater than 45 lumein%/W. Exceptions: Specialized lighting highlighting features of r1istoric buildings; signage; safety or security lighting; low voltage landscape lighting. ontrois, Switching, and Wiring: 4. Independent controls for each space (switchioct upancy sensor), Exceptions: Areas designated as security or emergency areas that must be continuously Illuminated, Lighting in stairways or corridors that are elt ments of the means of egress. --- lvlasier switch et entry to hotelimotel guest room. - -- - -- . -- . dual dwel ling -units separatelymatered -------------- - - -_ -_ _ 7. Each space provided with a manual control to provide uniform light reduction by at least 50%, Exceptions: Only one luminaire in space; An occupant- sensing device controls the arena; The area Is a corridor, storeroom, restroom, public lobby or guest room; Areas that use less than 0.6 Watts /sq.fl. matic lighting shutoff control in buildings larger than 5,000 sq.ft. Anytime Fitness Center - Page 3 of 7 i t, nVA n. Specialized lighting highlighting features of r1istoric buildings; signage; safety or security lighting; low voltage landscape lighting. ontrois, Switching, and Wiring: 4. Independent controls for each space (switchioct upancy sensor), Exceptions: Areas designated as security or emergency areas that must be continuously Illuminated, Lighting in stairways or corridors that are elt ments of the means of egress. --- lvlasier switch et entry to hotelimotel guest room. - -- - -- . -- . dual dwel ling -units separatelymatered -------------- - - -_ -_ _ 7. Each space provided with a manual control to provide uniform light reduction by at least 50%, Exceptions: Only one luminaire in space; An occupant- sensing device controls the arena; The area Is a corridor, storeroom, restroom, public lobby or guest room; Areas that use less than 0.6 Watts /sq.fl. matic lighting shutoff control in buildings larger than 5,000 sq.ft. Anytime Fitness Center - Page 3 of 7 Exceptions: Areas with only one luminaWridors, storerooms, restrooms, or public lobbies. t'J 9 . Photocell/as1ronomical time switch on exterior lights. Exceptions: Lighting Intended for 2 hour use, modem wired one -lamp and three -lamp ballasted luminaires (No single -lamp ballasts), Exceptions; Electronic high - frequency ballasts; Luminaires on emergency circuits or with no available pair. B(O Anytime Fitness Center -- Page 4 of T 0 COMcheck Software Version 3.4.2 Lighting Application Worksheet 2003 IECC Report bale: Data filename: CAPrograrn Files\CheckkCOMchecMAnYtime Fitness Rexburg.cck Section 1: Allowed Lighting POwer Calculation A B C Floor Area Allowed Exercise Center 3925 Wafts 7 ft2 Total Allowed Watts = Section 2: Actual Lighting Power Calculation A Fixture ID : Description I Lamp ON 1111 I PV D Allowed Watts 3925 3926 B C 0 . E WatUge F'W Lamp I Ballast Larnpai 0 of Fixture (C X 0) Future Fbdures Watt. Total Actual Waft = 0 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Actual Walti, Is greater than Or equal to zero, the building complies. Total Allowed Watts = 3925 'Total Actual Watts = 0 Project Compliance = .3925 IMMMM OEM 6 - vI �ec, G��s Anytime Fitness Center Page 6 of 7 I't- C L-T JC W i 2003 IECC Report Date: 09120/07 Data filename: C:1Program FiteslCheGdC0Mchecl6A " me Fitness Rexburg.cck Section 1: Project Information Project Title: Anytime f=itness Center Construction Site: Henry's Fort: Plaza Rexburg„ ID Owner /Agent: Section 2: General Information Building Use Description by: Project Type: New Construction f3�elLd ing oe Exercise Center Section 3: Requirements Checklist Fto®r Ai-An 39; lot Interior Lighting: n 1, Total actual watts must be less than or equal to total allowed watts. Allowed Watts Actual Wafts Complies 3925 0 YES 2 Exit signs 5 Wafts or less per side. Exterior Lighting: Ll 3. Efficacy greater than 45 lumens/W. Exceptions; Desig ne r /Contractor: Rock Mountain Contractors 859 S Yellowstone, Suite 205 83440 (208) 359 -6191 Specialized fighting highlighting features of historic buildings; signage; safety or security lighting; low - voltage landscape lighting. � ontrols, SWItching, and VKiring: 4. Independent controls for each space (switchloompancy sensor), Exceptions: Areas designated as security or emergency areas that must be continuously Illuminated. Lighting in stairways or corridors that are elements of the means of egress. --� Master switch at entry to hotelfmotel guest rooni. widual dwelling units separately metered. 7. Each space provided with a manual control to provide uniform light reduction by at least 50 %. Exoeptions. Only one luminaire in space; An occupant- sensing device controls the erca: The area Is a corridor, storeroom, restroom, public lobby or guest room; Areas that use less than 0.6 Watts /sqA. r - _6II .H_Aulo lighting shutoff control in buildings larger than 5,000 sq.ft. Anytime Fitness Center Page 3 of 7 Exceptions: Areas with only one luminaire, corridors, storerooms, restrooms, or public lobbies. 9. Photocell/astronomical time switch on exterior fights. Exceptions; Lighting intended for 24 hour use. ID.Tandem wired one -lamp and three -lamp ballasted luminaires (No single -lamp ballasts). Exceptions: Electronic high - frequency ballasts; Luminalres on emergency circuits or with no available pair. Anytime Fitness Center Page 4 of 7 2® ®3 iECC Report bate: Data filename: C:Trogram Files%ChecklCOMchecklAnytime Fitness Rexburg.cck Section 1: Allowed Lighting Power Calculation A a C D Floor Area Allowed Allowed Watts Watts I ft2 Exercise Center 3925 1 3925 Total Allowed Watts = 3925 A a C D E Fixture ID: Description f Lamp / Wattage Por Lamp I Ballast L.ampal # of Fixture (C X D) Fixture Fixtures Watt. Total Actual Watts = 0 Anytime Fitness Center Page 6 of 7 An��tinu� rill��� • Design Standards for structures less than 25,000 square feet. Note: Please see Rexburg's Development Code for design standards for structures over 25,000 square feet, or for developments located in the Neighborhood Business District or Central Business District zones. Please demonstrate how-your project meets the following requirements: Where principal buildings contain additional, separately owned stores, which occupy less than twenty -five /at housand (25,000) square feet of gross floor area, with separate, exterior customer entrances: . The street level facade of such stores shall be transparent between the height of three feet and eight feet above the walkway grade for no less than 60 percent of the horizontal length of the building facade of such additional stores. /b. Windows shall be recessed and should include visually prominent sills, shutters, or other such forms of framing. Building facades shall include a repeating pattern that shall include no less than three of the elements listed below. At least one of theses elements shall repeat horizontally. All elements shall repeat at intervals of no more that irty (30) feet, either horizontally or vertically. -Color change - Texture change - Material module change - Expression of architectural or structural bay through a change in plane no less than 12 inches in width, such as an offset, reveal, or projecting rib. Developments with facade over 40 feet in linear length shall incorporate wall projections or recesses a minim of 3 foot depth and a minimum of 8 contiguous feet within each 40 feet of facade length and shall extend over 20 percent of the facade. All sides of a structure clearly visible from a public street shall be so treated. Developments shall use animating features such as arcades, display windows, entry areas, or awnings along at least 0 0 Roof lines shall be varied with a change in height every 100 linear feet in the building length. Parapets, mansard V/ roofs, gable roofs, hip roofs, or dormers shall be used to conceal flat roofs and roof top equipment from public view. Alternating lengths and designs may be acceptable and can be addressed during the preliminary development plan. Predominant exterior building materials shall be high quality materials. These include, without limitation: -Brick -Wood - Sandstone -Other native stone - Tinted, textured, concrete masonry units Facade colors shall be low reflectance, subtle, neutral, or earth tone colors. The use of high intensity colors, metallic colors, black or fluorescent colors is prohibited. Building trim and accent areas may feature brighter colors, including primary colors. Neon tubing shall not be an ` acceptable feature for trim or accent. V Predominant exterior building materials as well as accents shall not include the following: f' - Smooth -faced concrete block - Tilt -up concrete panels without mitigating surface treatment - Pre - fabricated steel panels 0 Each principal building on a site shall have clearly defined, highly visible customer entrances featuring no less than three of the following: 4 opies or porticos - overhangs Vd I cesses /projections - arcades - raised corniced parapets over the door - peaked roof forms - arches X door patios splay windows - architectural details such as tile work and moldings which are integrated into the building structure and design - integral planters or wing walls that incorporate landscape areas and /or places for sitting No more that 60 percent of the off -street parking area for the entire property shall be located between the front facade within the front yard of the principal building(s) and the primary abutting street unless the principal building(s) and /or parking lots are screened from view by out -lot development (such as restaurants) and additional tree plantings and /or berms. Parking shall be located to the rear of the building or screened so that it does not dominate the streetscape. Fences, hedges, berms and landscaping shall be used to screen parking areas. When large parking lots are necessary, increase the landscaping to screen the lot and divide the lot into smaller components. Landscape islands must be provided in the interior of large lots. These may double as snow storage areas in the winter months. The minimum setback for any building facade shall be in accordance with the requirements for all Commercial / zones, except Community Business Center. Where the facade faces adjacent residential uses an earthen berm V shall be installed, no less than 6 feet in height, containing at a minimum, a double row of evergreen or deciduous trees planted at intervals of 15 feet on center. Additional landscaping may be required by the Planning Commission to effectively buffer adjacent land use as deemed appropriate. Any and all additional landscape requirements of all the Commercial zones, except Central Business District, shall apply.