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Home My WebLink AboutAPPLICATION & PLANS - 04-00366 - Paul Mitchell Beauty School - Foundation0400366 Futures of ID Paul Mitchell Beauty School RMIT # f Au L AtI LL BE AU-l: y PARCEL NUMBER R P R w S TAT 0a o 0 I'D SUBDIVISION: P l O N E Et; V l LL A a£ UNIT# OWNER: Fc t`ru 12E OF l DR> -LQO PROPERTY ADDRESS: PHONE #: Home ( ) Work Cell ( S cM DO L_ BLOCK# LOT# CONTACT PHONE # _ - 7 0 c( - 6 3 3 1 - 7 09 - (o 8 OZ. OWNER MAILING ADDRESS: 43o W R I W A-/,I b CITY: T k f STATE: I D ZIP: 8 '� Z Z APPLICANT (If other than owner) (If applicant if other than owner, a statement authorizing applicant to act as agent for owner must accompany this application.) MAILING ADDRESS OF APPLICANT 43 o w H I L.) AY q CITY: C3 k 1= T STATE; I _b ZIP — 1 3 Z - L PHONE #: Home ( ) Work ( ) Cell ( ) CONTRACTOR: F 4 T k R ES i D MAILING ADDRESS: How many houses are located on this property? Work# Cell# CITY STATE ZIP Did you recently purchase this property? No e5kIf yes give owner's name) -'E IJlc -T Is this a lot split? NO YES (Please bring copy of new legal description of property) PROPOSED USE: a 6 M Sul E P_ C: (P L. 13 u i L r-> ( 0 4 (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 swear that any information which may hereafter be given by me in hearings before the Planning and Zoning Commission or the City Council for the City of Rexburg shall be truthful and correct. I agree to comply with all City regulations and State laws relating to the subject matter of this application and hereby authorized representatives of the City to enter upon the above - mentioned property for inspections purposes. 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 approval was based. Permit void if not started wikin 180 days. Permit void work stops for 180 days. 0 Signature of Owner/ PHONE: Home# A—/ A3 QA DATE WARNING – BUILDING 1f2MIT MUST BE POSTED ON CONSTRUCTION SITE! Plan fees are non - refundable and are paid in full at the time of application beginning January I, 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 you check does not clear ** NAME PROPERTY ADDRESS SUBDIVISION Permit# Dwelling Units: Front Footage (if applicable Parcel Acres: SURFACE SQUARE FOOTAGE: (Shall include the exterior wall measurements of the building) First Floor Area 13 5 Second floor /loft area Third floor /loft area Shed or Barn Remodel (Need Estimate) $ PLUMBING PLUMBERS NAME CITY STATE ZIP FIXTURE COUNT CLOTHES WASHING MACHINE DISHWASHER FLOOR DRAIN GARBAGE DISPOSAL HOT TUB /SPA SINKS (Lavatories, kitchens, bar, mop) ADDRESS PHONE ( 59-1 1 3315 SPRINKLERS TUB /SHOWERS TOILET/URINAL WATER HEATER WATER SOFTENER WATER METER COUNT I WATER METER SIZE t HEAT (Circle all that apply Gas Oil Coal Fireplace Electric a' JI-no Commercial Buildings & Apartments with 3 or more units Onl BUILDING ESTIMATE ,$ : Q� PLUMBING ESTIMATE STORM WATER LENGTH FRONT FOOTAGE STRUCTURES DESCRIPTION USE BEDROOMS UNITS NON CENSUS OCCUPANCY IOAD EXITS SETBACKS FRONT Unfinished Basement area Finished basement area Garage area Carport/Deck (30" above grade)Area CONSTRUCTION ROOF SIDE SIDE SANITATION METHOD_ HEAT FLOOD ZONE FENCE TYPE OCCUPANCY / BACK 2 u K GBER& NOTES DIAPHRAGM BOUNDARY -- " ate shoring and bracing of all structural m aTibe+rs during construction I. Adequate be UNBLOCKED EDGE SHEAR WALL OR BUILDING EDGE INTERMEDIATE SUPPORTS (SEE NAALING SCHED.) DIAPHRAGM BOUNDARY (SEE NAILING SCHED.) PLYWOOD PANEL CONTINUOUS PANEL JOINT SUPPORTED PANEL EDGES (SEE NAILING SCHED,) BLOCKED EDGE SHEAR WALL OR BUILDING EDGE INTERMEDIATE£ SUPPORTS (SEE NIALING SCHED.) BLOCKING CUT & FITTED ROOF RAFTER /TRUSS BEWEN "STS AT PANEL OR FLOOR JUST SIDES (TYP.) BLOCKED DIAPHRAGM NAILING DIAPHRAGM NAILING � DO NOT SCALE S1 i NOT USED g DO NOT SCALE Sl CORNER LAP BAR TO MATCH HORIZ REINFF, X -Q" S VER KCAL REINFF, HORIZONTAL BOND BEAM REINF. CORNER DETAIL AL TERNA TE QIREC RON VERTICAL EVERY OTHER BOND BEAM REINF. CORNER LAP BAR TO MATCH HONZ REINF 3' -O' HORIZONTAL BOND 3' -0» BEAM REINF. INTERSECTION DETAIL HORIZONTAL BOND VERTICAL BEAM REINF. REINF r NOT USED DO NOT SCALE Sl % ° 0 ANCHOR BOLTS 0 4' -0" O.C. W /-\ 7" MIN. EMBED. 2x PRESSURE TREATED SILL R L Q 2x WOOD STUD WALL (SEE FRAMING PLAN) CONCRETE SLAB ON GRADE c� FIG. WIDTH S ECTION DO NOT SCALE S1 r— N � 0 Uj . NON- SHRINK GROUT FTG WIDTH SECTION 00 NOT SCALE S1 S1 13� "TYP. 4 C LJ A p d C 10" ESA - A J1 STEEL COL. (SEE FRAMING PLAN) A A PV Y4' BASE F CONCRETE SLAB 44w L-�..- ON GRADE <j c a ANCHOR BOLTS '\ a 1 fi y 4 r CONC. FILL TO BE SAME WIDTH AS FIG. CONC. FILL TO BE IN PLACE BEFORE FTG. IS POURED PERPENDICULAR TO FOUNDATION -�� 1' -6" MIN. BACK FILL K GBER& NOTES DIAPHRAGM BOUNDARY -- " ate shoring and bracing of all structural m aTibe+rs during construction I. Adequate be GENERAL T R`tJ C T R A L X Q T !� $ (SEE NAILING SCHED.) SEE NOTES 4`' � 2- Any pnpmd "d changes shall have prior gWoval f m the Enoser. A. AW7 ', TlOfifS PLYWOOQ PANEL - REINF AROUND FTG J. Contractor shall verify all dimensions in the pfd An variation from the .. I. agmd Binding Code (IBC) - 2000 Edi t OPENING drawings shill be brought to the attention of the Engineer. 2. A CI .318 49 Code Requirements for Reforctd Concrete lxr" PREMOLDED CONTINUOUS PANEL JOINT WITH F007ING AND PIPE OR " J. qN;�ivai of Standard Practice w1992 Eclitlon DUCT CANNOT BE DROPPED, SECTION �/ �yp�e g PIPE 00 NO SCALE 4. V1t, -� Construction Monud - #0h t Edi SUPPORTED PANEL EDGES (SEE NAI LING SCHED) Vt0 \- THRU FT6 4" MIN. \ 5. F'A National Design Specification (NDS) & Suppl. far Wood Const. - 1997 EditJat UNBLOCKED EDGE SHEAR WALL OR BUILDING EDGE INTERMEDIATE SUPPORTS (SEE NAALING SCHED.) DIAPHRAGM BOUNDARY (SEE NAILING SCHED.) PLYWOOD PANEL CONTINUOUS PANEL JOINT SUPPORTED PANEL EDGES (SEE NAILING SCHED,) BLOCKED EDGE SHEAR WALL OR BUILDING EDGE INTERMEDIATE£ SUPPORTS (SEE NIALING SCHED.) BLOCKING CUT & FITTED ROOF RAFTER /TRUSS BEWEN "STS AT PANEL OR FLOOR JUST SIDES (TYP.) BLOCKED DIAPHRAGM NAILING DIAPHRAGM NAILING � DO NOT SCALE S1 i NOT USED g DO NOT SCALE Sl CORNER LAP BAR TO MATCH HORIZ REINFF, X -Q" S VER KCAL REINFF, HORIZONTAL BOND BEAM REINF. CORNER DETAIL AL TERNA TE QIREC RON VERTICAL EVERY OTHER BOND BEAM REINF. CORNER LAP BAR TO MATCH HONZ REINF 3' -O' HORIZONTAL BOND 3' -0» BEAM REINF. INTERSECTION DETAIL HORIZONTAL BOND VERTICAL BEAM REINF. REINF r NOT USED DO NOT SCALE Sl % ° 0 ANCHOR BOLTS 0 4' -0" O.C. W /-\ 7" MIN. EMBED. 2x PRESSURE TREATED SILL R L Q 2x WOOD STUD WALL (SEE FRAMING PLAN) CONCRETE SLAB ON GRADE c� FIG. WIDTH S ECTION DO NOT SCALE S1 r— N � 0 Uj . NON- SHRINK GROUT FTG WIDTH SECTION 00 NOT SCALE S1 S1 13� "TYP. 4 C LJ A p d C 10" ESA - A J1 STEEL COL. (SEE FRAMING PLAN) A A PV Y4' BASE F CONCRETE SLAB 44w L-�..- ON GRADE <j c a ANCHOR BOLTS '\ a 1 fi y 4 r CONC. FILL TO BE SAME WIDTH AS FIG. CONC. FILL TO BE IN PLACE BEFORE FTG. IS POURED PERPENDICULAR TO FOUNDATION -�� 1' -6" MIN. BACK FILL NO EXCAVA1701Vj BELOW THIS LINE 61 12 PARALLEL TO FOU NDATION ALLOWABLE TRENCHING A & U71LITY PLACEMENT DETAIL 5� HORIZONTAL BOND BEAM REINF. CON T, THRU JOINT CAULK JOINT BOTH SIDES VERTICAL REINF. VERTICAL CONTROL JOINT FULL HEIGHT SEE SECTIONS AND /OR STRUCTURAL NOTES FOR MASONRY REINF. HORIZONTAL BOND BEAM REINF CON THRU JOINT �- DUR -O-WAL RAPA7 CONTROL JOINT OR EOUIVAL+IT CAULK JOIN T BOTH SIDES VERTICAL CONTROL JOINT SEE SECTIONS ANQ10R FULL HEIGHT STRUCTURAL NOTES FOR MASONRY REINF. SECTION ISO NOT SCALE Si #4 CON T. 0 OPENING 14 x 24" 0 Z -0" D.C. 14 NOSING 24" CONCRETE SLAB ON GRADE CONCRETE SLAB ON GRADE (SEE FDN PLAN) (SEE FDN PLAN) SLOPE TO DRAIN SLOPE TO DRAIN A 1 N0 PIPE A aW Liss Load 35 THRU FTG \F , Roof Dead Load 20 2. MIN. . A. 900 On Grade Live Load 100 3. Lat" Loads ae W Speed = 90 mph, Exposure = C, I - 1.0 .. gat b. Seb Use Group = 1, Site (lass Q, l = 1.0 1 2 " f IF PIPE OR DUCT INTERFERES lxr" PREMOLDED Se ismic Design Category = D �- WITH F007ING AND PIPE OR " C 1. pressure taken as 20 00 PSF for column and Wall footings, based on a sandy gravel andlor < • "" 0 DUCT CANNOT BE DROPPED, SECTION grove t (Tables 1804.2 Class of Materials 14). Notify Engineer if conditions encountered are 00 NO SCALE CONTACT THE ENGINEER ,raw,. A NO EXCAVA1701Vj BELOW THIS LINE 61 12 PARALLEL TO FOU NDATION ALLOWABLE TRENCHING A & U71LITY PLACEMENT DETAIL 5� HORIZONTAL BOND BEAM REINF. CON T, THRU JOINT CAULK JOINT BOTH SIDES VERTICAL REINF. VERTICAL CONTROL JOINT FULL HEIGHT SEE SECTIONS AND /OR STRUCTURAL NOTES FOR MASONRY REINF. HORIZONTAL BOND BEAM REINF CON THRU JOINT �- DUR -O-WAL RAPA7 CONTROL JOINT OR EOUIVAL+IT CAULK JOIN T BOTH SIDES VERTICAL CONTROL JOINT SEE SECTIONS ANQ10R FULL HEIGHT STRUCTURAL NOTES FOR MASONRY REINF. SECTION ISO NOT SCALE Si #4 CON T. 0 OPENING 14 x 24" 0 Z -0" D.C. 14 NOSING 24" CONCRETE SLAB ON GRADE CONCRETE SLAB ON GRADE (SEE FDN PLAN) (SEE FDN PLAN) SLOPE TO DRAIN SLOPE TO DRAIN A __ _. -- - - - - -, - - - -. - - - - , - UNBLOCKED DIAPHRAGM NAILING END DETAIL SECTION � )p NOT SCALE 1 lxr" PREMOLDED JOINT FILLER " 8" CONCRETE WALL ' 4 (SEE DWG NOTES FOR REQ`D REINF) SECTION 00 NO SCALE S1 __ _. -- - - - - -, - - - -. - - - - , - UNBLOCKED DIAPHRAGM NAILING END DETAIL SECTION � )p NOT SCALE 1 f �, a a, r a; a; p X n f ` CON.,AE E EuOTINE SCHEDULE MARK OEPTM MOM LENGTH W ",OF d BARKS LONUTUDWAL —` TRANS F1.8 10' 1 `-8` CON T �� pLAN 3-0 — — F2.0 10' 2' -0" CON T. PLAN 3—/ — F3.0 10' 3' -0" 3' -0' SEA PLAN 4 — 14 4 — 14 — F4.0 1 2 ! 4=O. 4' -0" 95� PLAN 6 -- 14 6 — 14 — F5.0 12' 5' -0' 5' -0 ,SEE? PLAN 7 — 14 7— 14 — F6.0 12" 6' -0' 6' -0" SEF; PLAN 8 — 14 8 — 14 — ,..t� u x�