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HomeMy WebLinkAboutBP, CO & DOCS - 04-00347 - Bajio Cafe - Tenant FinishINSPECTION CARD building Permit � 00360 BUILDING Date Anoroved 1. Layout 2. Footing 3. Foundation 4. Framing 5. Insulation 6. Drywall 7. Sidewalk 8. Final 9. Mechanical OTHER Date Approved 1. Fire Depa rtment Fine i PLUMBING Date Aooroved 1. Sewer Service Conn 2. Water Service Conn( 3. Rough -In 4. Ground Rough -In 5. Final 24 Hour Notice and Permit Number required to make inspection appointments For Inspections Call 359 -3020 option 2 ACERTIFICATE OF OCCUPANCY CAN NOT BE ISSUED PRIOR TO FINAL ELECTRICAL & PLUMBING INSPECTION Issued By Building Inspector Y DISPLAYED AT THE BUILDING SITE WITHOUT FIRST OBTAINING ACERTIFICATE OF OCCUPANCY with the permit must be kept No work shall be done on any part of the building beyond the point indicated :vent of any deviation from the in each successive inspection without approval. No structural framework of ibing work shall be concealed any underground work shall be covered GTY OF RUXBURIG AMERICA'S FAMILY COMMUNFFY Building Permit No: Applicable Edition of Code: Site Address: Use and Occupancy: Type of Construction: Design Occupant Load: Sprinkler System Required: CERTIFICATE OF OCCUPANCY City of Rexburg Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Phone (208) 359 -3020 / Fax (208) 359 -3022 Name and Address of Owner: Contractor: Special Conditions: Occupancy: 0400347 505 N 2nd E Bajio Cafe Bajio Cafe No Overton, Ryan 10765 Cranberry Way Springville, UT 84463 Dafab Construction This Certificate, issued pursuant to the requirements of Section 109 of the Intemational 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 Wth the requirements of the code for the group and division of occupancy and the use for Mich the proposed occupancy vies classified. Date C.O. Issued: December 16, 2004 (08:58A ) C.O Issued by: Building Official There shall be no further change in the e)asting occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Building Official has reviewed and approved said future changes. Water Department' 6 e State of Idaho Electrical Department (208 - 356 - 4830): - - CITY OF REXB URG BUILDING PERMIT APPLICATION 19 E MAIN, REXBURG, ID. 83440 208 - 359 -3020 X326 1' :us] "Z III U : : UNIT# BLOCKP LOT# OWNER: �,� (��rs�� ? � CONTACT PHONE # 5 "? Y� l 38 . PROPERTY ADDRESS: L PHONE #: Home ( Work ( Cell ( OWNER MAILING ADDRESS: —�p7 �P� , ('��.,, �rr�„ ; ; CI TY: STATE: ZIP: S"V4 0 APPLICANT (If other than owner) LOt'-,- ff (If applicant if other than owner, a statement authorizing applicant to act as agent for owner must accompany this application.) MAILING ADD SS OF APPLICANT - / � �4y� CITY: y� STATE; / ZIP 8 3 y` l PHONE #: Home ( - ) Sz4 - 'zsY Work ( ) Cell ( ) ._5W:a ; -,?& 2 CONTRACTOR: :DA-¢i6 &%I PHONE: Home# Work# Cell# 5'89 ze MAILING ADDRESS: s7� �` �� �� CITY 6X l STATE V� ZIP e7* 4- How many houses are located on this property? 4 A- Did you recently purchase this property? Na Yes (If yes give owner's name 4AA- Is this a lot split? N YES (Please bring copy of new legal description of property) PROPOSED USE: (�0 ^ r r r 4&q ( — I'<- "w� (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 o misf presen of fact in the application or on the plans on which the permit or approval was based. Permit void if not started J�BO days.it v ' if rk ss- faF%8D lags, Signature of Owner /. 0400347 Bajio Cafe / /q / D E / DATE 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 January 1, 2005. City of Rexburg's Acceptance of the plan review fee does not constitute plan approval "Building Permit Fees are due at time of application" "Building Permits are void if you check does not clear" 4 NAME PROPERTY ADDRESS SUBDIVISION Dwelling Units: Front Footage (if applicable) Parcel Acres: Permit# SURFACE SQUARE FOOTAGE: (Shall include the exterior wall measurements of the building) First Floor Area Second floor/loft area Third floor /loft area Shed or Barn Remodel (Need Estimate) $ Unfinished Basement area Finished basement area Garage area Carport/Deck (30" above grade)Area PLUMBING PLUMBERS "tjl gr.,,S /`+ ��`� ADDRESS CITY S TATE J :;G/- ZIP PHONE ( ) FIXTURE COUNT CLOTHES WASHING MACHINE DISHWASHER FLOOR DRAIN GARBAGE DISPOSAL HOT TUB /SPA SINKS (Lavatories, kitchens, bar, mop) WATER METER COUNT SPRINKLERS TUB /SHOWERS TOILET/URINAL WATER HEATER WATER SOFTENER WATER METER SIZE HEAT (Circle all that applrGas Oil Coal Fireplace Electric Commercial Buildings & BUILDING ESTIMATE $]t PLUMBING ESTIMATE $ STORM WATER LENGTH_ FRONT FOOTAGE STRUCTURES DESCRIPTION USE BEDROOMS UNITS NON CENSUS OCCUPANCY LOAD EXITS SETBACKS FRONT SIDE SIDE is with 3 or h CONSTRUCTION ROOF SANITATIONMETHOD HEAT FLOOD ZONE FENCE TYPE OCCUPANCY BACK 2 SUBCONTRACTOR LIST Excavation & Earthwork: K / o K r Concrete: C°• -l�l v� Masonry: A) Roofing: Insulation: Drywall: - Painting: Sr Floor Coverings, _ — S ic �K c ✓- Plumbing: - P�as Heating: Electrical: - d7 C' /�t� - i!'1�u•- SPECIAL CONSTRUCTION (Manufacturer or Supplier) Roof Trusses: Floor 1 Ceiling Joists: Cabinets: S ^ , — Siding /Exterior Trim: Other. - - - - - - -- - Oct -04 -04 08:11A DAFAB Construction 1+208 -529 -4884 P.02 DAFAB CONSTRUCTION COMPANY 8575 NORTH 5TH EAST IDAHO FALLS, IDAHO 83401 (2 p A � � 9 -4884 S RV.NE OCTOBER 1 -2004 CITY OF REXBURG n BUILDING DEPARTMENT 04 0 0 3 4 7 REFERENCE PERMIT NUMBER: 04 -00347 Bapo PROJECT NAME: BAJIO CAFt PROJECT TYPE: COMMERCIAL TENANT FINISH FIRE DEPT. REVIEW ACTIONS TO BE ADDRESSED: #1- FIRE EXTINGUISHERS WILL BE SUPPLIED AND INSTALLED AS FOLLOWS A- KITCHEN AREA WILL BE A 6 LITTER SIZE TYPE K AS REQUIRED. B- SECOND WILL BE A 6# MEETING 2A10BC #2- KITCHEN HOOD SYSTEM SUBMITTALS WILL BE SENT DIRECT TO YOUR DEPT. BY COMMERICAL KITCHEN SUPPLY COMPANY, SALT LAKE CITY, HOOD AND "ANSEL" SYSTEM WILL BE INSTALLED BY "FIRE SAFETY SERVICES" FROM POCATELLO #3 - LOCK B OX -- KNOX BOX WILL BE ORDERED AS SOON AS PERMIT IS ISSUED ON THIS PROJECT. I WILL VERIFY KEYING INSTRUCTIONS FROM THE FIRE DEPARTMENT AND ORDER FORM. ANY QUESTIONS ON THIS PROJECT - PLEASE CALL. ..w� or.u�ni err neCaR rrnNSTRI IrTION rvun� vv. ■.... TOP OF ARROW ON TOP OF FIRE HYDRANT AT ^ ' ' SOUTHERLY BOUNDARY Or O'OELL5 rVnwnonE ' nomST * . PVC PRESSURIZED / STORE - wCvD-29 ELEVATION *e09.39 /w3T*L- LIFT STAT w/ ""`"` ' S /1O7 13'42 E ' , /wv /w��5.98 16.5 4 B0TT0�=*0.50 /wv=�/w� SEE DETAIL THIS sHE[7 , " *� \ / ' , ' ' , N 87 VV CU CD CD LAJ Ln I JD may be coat as am unit. LIFT STATION SECTION y r LOIVC WAi K VARIE A#4 BARS CON/{ /7yP4` COMPACTED f7Ll�~� | ^ |____ �6 THICKENED EDGE SIDEWALK TYPICAL ELEVATION NOT TO SCALE GENERAL NOTES 1, ALL WORKS SHALL BE COMPLETED IN ACCORDANCE WITH THE 2002 IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION 0SPWC\, AND THE CITY OF IDAHO FALLS STANDARD SPECIFICATIONS AND DRAW|NGS, 2000 EDITION. 2. APPROXIMATE LOCATIONS OF SOME KNOWN EXISTING UNDERGROUND UTILITIES ARE SHOWN HEREON. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE EXACT LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UTILITIES, J. ALL WATER SEWER AND STORM DRAIN LINES SHALL BE INSPECTED BY HARPER-LE4V|TT ENGINEERING INC, PRIOR TO B4CKF|LL|NG 24 HOUR NOTICE |5 REQUIRED. 4, WHERE IT IS NECESSARY FOR SBWER, STORM DRAIN OR IRRIGATION LINE TO CROSS WATER LINE AND THE NON-POTABLE (NPYVL) LINE |5 LESS THAN 18 BELOW OR THE NPVVL IS ABOVE THE WATER LINE, THE mPYVL LINE SHALL BE CONSTRUCTED WITH PIPE WHICH CONFORMS TO WATER WA|M STANDARDS FOR A DISTANCE OF 10' ON BOTH SIDES OF THE WATER LINE, ONE FULL LENGTH OF BOTH WATER MAIN AND NPYVL SHALL BE CENTERED AT THE CROSSING POINT 3O THAT JOINTS WILL BE AS FAR FROM THE CROSSING AS POSSIBLE. CONSTRUCT AS PER THE |SPVVC /REFER TO SD-407\, 5. ALL WATER VALVES WILL BE PLACED SO AS NOT T0 CONFLICT WITH ANY CONCRETE CURB, CUTTER VALLEY GUTTER AND/OR SIDEWALK IMPROVEMENTS 6. PIPE BEDDING SHALL, CONSIST OF IMPORT REJECT SAND MEETING SECTION 800 OF THE |SPWC 7. IN ALL DOMESTIC WATER AND PRESSURE IRRIGATION - ALL TEES, PLUCS, CAPS, BENDS OF 22 1h - AND GREATER, AND AT OTHER LOCAT WHERE UNBALANCED FORCES WILL EXIST, SHALL BE SECURED AND ANCHORED BY SUITABLE THRUST BLOCKS AS SHOWN IN THE |SPYvC. (SD-403) 8. PROVIDE INLET PROTECTION FROM SEDIMENT BY PLACING STRAW BALES AROUND STORM DRAINAGE INLETS UNTIL ASPHALT HAS BEEN INSTALLED 9. WITHIN FIVE (5) WORKING DAYS AFTER THE COMPLETION OF YY0RK THE CONTRACTOR SHALL SUBMIT A SET OF AS-BUILT PLANS TO HARPER-LEAViTT ENGINEERING, INC. 10, FLOOD PLAN ELEVAT = 4865 O PAVEMENT VERTICAL CURB TYPICAL ELEVATIONS CONSTRUCTION ��/� L�t~//���//7���///L�/V /V(��/ES [l> EV ST\NG STORM DRAIN INLET AND PIPE TO BE REMOVED INLET BOX TYPE 4 PER CITY OF IDAHO FALLS STNO 700- 12 ~~~ INLET BOX TYPE 2 PER COY OF IDAHO FALLS STND. 700-11 (�} TYPE | MANHOLE PER COY OF IDAHO FALLS 3TND. 700-1 STD. CURB AND GUTTER PER CITY OF IDAHO FALLS STND, THICKEND EDGE CONC. SIDEWALK, SEE DETAIL THIS SHEET Vj 6" VERTICAL CURB. PER ISPWC STD. DWG. NO, SD-701A. 4" CROSS DRAIN PER ISPWC STD. DWG. NO. SD-708 \ql RUN 2' CURB OPENING LANDSCAPING _ PAVEMENT STD. I.F. CURB AND GUTTER TYPICAL ELEVATIONS NOT TO SCALE m� ° CONTROL CENTER Optional Manhole NOTE: SUBJECT TO ENMEEWS SPECIFICATIONS ~ See Note 2 Check Volvo* Location 1 1, Access cover for pedestrian load*, if (Mounted to Swe Of Lot Station) Ir Ball when Manhole Required lift station is located where vehicular JUNCTION BOXES FOR THE PUMP co ~^ 0 ~ |x j troM will cross Rd, *hall be designed for HS 25 looding CABLES MUST BE LOCATED AW4 _ W .01400 THE FLOOD ELEVATION. �Y o 2. Optional inontiole shoff be required if Mounting From* Sprinkler Controller discharge Ones am over 50' and for any size as AkWM -y— � � � ~ discharge lines which are connected LLj cr ra i Control Unit 4 wed for discharge pipes Inside and between Oft station Guide Roa and optional morilsolle. Sprinkler Con" PorAwl Erner Power 4. See Project specs or plons for pump Min. Outside DIm.) oupoofflee and odw hardware an required Receptacle for each specift Installation. 5. The City of Idaho Folls Sewer Deportment sholl specify the control Duplex Pump Woel sefting for the to$owkV Squid Corttraller (So Note 6 7) Resilient Seat Got* Vol" Per Standard Sp*cWKxKko* levels: A) Pump OFF (Min. Squid level) Subsection 601 02.2 B) Load Pump ON 2 Rigid Steel C) Log Pump ON Conduit to Pumps i SECTION A -A D) Alorm ON duplex controller cabinat. 2 Rigid St" Conduit 10 Pump Comrw S" Off, NEMA 4' Vent P Lipper Guide 7- In" a 110 Volt Receptacle bracket 2 Rigid U" Conduit Approved For Clase I 2 Rigid Steel Con" "th Sc Bar Bracket adjacent to block out area (me note 6) From Power Division I Locatlone (Pump Power Sup*) on Erw Access Cover in duplex pump contro0w cobineL Uniotrut Mounting Frome see No" 1 8. Emergency Power Plug In ReceptocA s, FRONT VIE Grout 4 Fernale Cam lack BACK VIE Fitting with Plug Boll Check Volvo Location Communication Cable in Conduit CROUSE—HIINDS #AR641-22, Model 72, 4 Pole, 240 Volt or as Required when Optional Manhole Required see Note 2 Liquid Level Transducer PEDESTAL DETAIL Locarted to Minimize False Reading* 4' Gets Volve W Standard Specifications 1 8 . 2' Galvanized or Stainless Steel Sfide Rails Subsection 601.02.2 Discharge Pipe Ball Check Vat" Location See Not* 3 when Not Using Opoond Manhole Sewer Manhole S' Diu. Precast Reinforced Barrel Section, All Joints Z Shoff Be Sealed Watertight Optional Cro, Soo Note 2 r (Used Resilient Seat Gat* Vat" For Guide aurs Over 20 Lorig) "uerK Pipe Per Standard Specfflcatlos_'� Subsection 60 1 02.2 Mastic To Be Fill VA fth On Influertt Pipe Discharge Pump LIFT STATION 12� #5 Robot on 6' Centers Both we". DETAIL Centered In Slab NOT TO SCALE Concrete Filler F 3/4' x 8' Stainless NOTE Bottom section and base (2" Projection) may be coat as am unit. LIFT STATION SECTION y r LOIVC WAi K VARIE A#4 BARS CON/{ /7yP4` COMPACTED f7Ll�~� | ^ |____ �6 THICKENED EDGE SIDEWALK TYPICAL ELEVATION NOT TO SCALE GENERAL NOTES 1, ALL WORKS SHALL BE COMPLETED IN ACCORDANCE WITH THE 2002 IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION 0SPWC\, AND THE CITY OF IDAHO FALLS STANDARD SPECIFICATIONS AND DRAW|NGS, 2000 EDITION. 2. APPROXIMATE LOCATIONS OF SOME KNOWN EXISTING UNDERGROUND UTILITIES ARE SHOWN HEREON. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE EXACT LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UTILITIES, J. ALL WATER SEWER AND STORM DRAIN LINES SHALL BE INSPECTED BY HARPER-LE4V|TT ENGINEERING INC, PRIOR TO B4CKF|LL|NG 24 HOUR NOTICE |5 REQUIRED. 4, WHERE IT IS NECESSARY FOR SBWER, STORM DRAIN OR IRRIGATION LINE TO CROSS WATER LINE AND THE NON-POTABLE (NPYVL) LINE |5 LESS THAN 18 BELOW OR THE NPVVL IS ABOVE THE WATER LINE, THE mPYVL LINE SHALL BE CONSTRUCTED WITH PIPE WHICH CONFORMS TO WATER WA|M STANDARDS FOR A DISTANCE OF 10' ON BOTH SIDES OF THE WATER LINE, ONE FULL LENGTH OF BOTH WATER MAIN AND NPYVL SHALL BE CENTERED AT THE CROSSING POINT 3O THAT JOINTS WILL BE AS FAR FROM THE CROSSING AS POSSIBLE. CONSTRUCT AS PER THE |SPVVC /REFER TO SD-407\, 5. ALL WATER VALVES WILL BE PLACED SO AS NOT T0 CONFLICT WITH ANY CONCRETE CURB, CUTTER VALLEY GUTTER AND/OR SIDEWALK IMPROVEMENTS 6. PIPE BEDDING SHALL, CONSIST OF IMPORT REJECT SAND MEETING SECTION 800 OF THE |SPWC 7. IN ALL DOMESTIC WATER AND PRESSURE IRRIGATION - ALL TEES, PLUCS, CAPS, BENDS OF 22 1h - AND GREATER, AND AT OTHER LOCAT WHERE UNBALANCED FORCES WILL EXIST, SHALL BE SECURED AND ANCHORED BY SUITABLE THRUST BLOCKS AS SHOWN IN THE |SPYvC. (SD-403) 8. PROVIDE INLET PROTECTION FROM SEDIMENT BY PLACING STRAW BALES AROUND STORM DRAINAGE INLETS UNTIL ASPHALT HAS BEEN INSTALLED 9. WITHIN FIVE (5) WORKING DAYS AFTER THE COMPLETION OF YY0RK THE CONTRACTOR SHALL SUBMIT A SET OF AS-BUILT PLANS TO HARPER-LEAViTT ENGINEERING, INC. 10, FLOOD PLAN ELEVAT = 4865 O PAVEMENT VERTICAL CURB TYPICAL ELEVATIONS CONSTRUCTION ��/� L�t~//���//7���///L�/V /V(��/ES [l> EV ST\NG STORM DRAIN INLET AND PIPE TO BE REMOVED INLET BOX TYPE 4 PER CITY OF IDAHO FALLS STNO 700- 12 ~~~ INLET BOX TYPE 2 PER COY OF IDAHO FALLS STND. 700-11 (�} TYPE | MANHOLE PER COY OF IDAHO FALLS 3TND. 700-1 STD. CURB AND GUTTER PER CITY OF IDAHO FALLS STND, THICKEND EDGE CONC. SIDEWALK, SEE DETAIL THIS SHEET Vj 6" VERTICAL CURB. PER ISPWC STD. DWG. NO, SD-701A. 4" CROSS DRAIN PER ISPWC STD. DWG. NO. SD-708 \ql RUN 2' CURB OPENING LANDSCAPING _ PAVEMENT STD. I.F. CURB AND GUTTER TYPICAL ELEVATIONS NOT TO SCALE m� ° ~ Ir ") co ~^ 0 ~ |x j _ W .01400 �Y o � ' ck. � � � ~ LLj cr i iz Ir co 0 0 j _ W .01400 �Y 0 � � LLj cr i %*,T No. C.3 OF 3 %im-M � - a C: \ r4 z ! / n ~ | ^~ �� � ^ � i A ~ \` w 40 \ 451,94 BUILDING INV =63,23 LEGFiVD | C | C0NST *~ PVC: PRESSURIZED STORM DRAIN LINE 0 2' w|w, ' ^ ' | ' ' . / \� RIM = 4860.60 EXIST, Nv )N 48�D2O �i � = � EXIST, INV. OUT = 4859�95 ! NEW |NV � IN = 486005 � ibd LLI U9 110 , |!&O m Plan Checklist for the 2003 International Building Code Name of Project: !A3 10 USE AND OCCUPANCY 1. Classification as per Sections 302.1 & 303 thru 312 A ! } 55 rr ` 2. Identify if mixed occupancy exists. Yes or No If no then skip #3 below. 3. Incidental use areas see Table 302.1.1 Accessory Space (10% or under) Nonseparated Mixed Occupancy as per Section 302. .1 � Separated Mixed Occupancy as per Table 302(3.2 Identify on plans Fire Barrier Walls and/or Horizontal Assemblies including the rating N A 4. If Assembly Occupancy exists, is it 750 sq� or less as per Section 303.1 or less than 50 occupant as per Section 303.1.1 / /00&E5*7r, -t Sbb 5. 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 3/2 Second Floor , Third Floor 2. Area meets requirements as per Table 503. (Basements need not be included as per Section 503.1.1) Yes r/ No OV- 6o3C/ 3. Height meets requirements as per Table 503. Yes i/ 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. HeightAodified as per Section 504. Yes No i/ If yes, sprinklers are required. 7. Area modified as per Section 506. Yes No ✓ If yes use the area provided below to calculate increase. Total Area Allowed after Increase 9, Area Shown on Plans 312-5 Zero Lot Line Buildings see Section 705. For Mezzanines see Section 505. Unlimited Area Buildings see Section 507. d,4 TYPES OF CONSTRUCTION AND FIRE RESISTANCE. 1. Identify the Type of Construction as per Section 602 -: � > 5 2. Check allowable material for Type I and II buildings as per Section 603 ✓ 3. Table 601 - Identify Building Element Ratings 0 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 NP 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 Resistance Rating as per Table 705.4 Made of Noncombustible Materials(except Type V) Horizontal Continuity Vertical Continuity Connection to Exterior Walls as per Section 705.5.1 Extend to Horizontal Projecting Elements as per Section 705.5.2 Openings (no windows) as per Section 705.8 Check that Penetrations meet requirements of Section 712 Ducts and Air Transfer Openings in Firewall meet requirements of Section 705.11. 11. Are Fire Barriers used or required? (as required by table 302.3.2) Yes No ✓ If no skip #12 below. 12. Check Fire Barriers for structural stability as per Section 706.4. ✓ Openings limited to 25% of wall. ✓ Maximum opening size of 120 sq. ft. (unless sprinklered) &l, Check that Penetrations meet the requirements of Section 712. ✓ Ducts and Air Transfer Openings meet the requirements of Section 712 and 716. 13. Are Shaft Enclosures used or required? Yes No - If no then skip #14 below. 14. Shaft Enclosures meet the requirements of Section 70 iJA 15. Are Fire Partitions used or required? Yes y/ No If no then skip #16 below. 16. Check Fire Partitions for Structural Stability and Continuity as per Section 708.4. ,/ Dwelling units that are sprinklered are allowed'' /2 hr. separations versus 1 hr. '04 Check that Penetrations meet the requirements of Section 712. ✓ Ducts and Air Transfer Openings meet the requirements of Section 712 and 716. ✓ 17. Fire Rated Ceiling Panels meet requirements as per Section 711.3.1. Ala- 18. All Penetration in Fire Resistive Walls and Horizontal Assemblies meet the requirements of Section 712. OA-- 19. Fire Resistive Joint Systems meet the requirements of Section 713. AJA- 20. Doors and Shutters in Fire Resistive Assemblies meet the requirements of Table 715.3. 21. Fire Doors are Self Closing. /JP' 22. Fire Windows or Glazing conform to Section 715.4 and Table 715.4. tl� 23. Fire and Smoke Dampers conform with Section 716. /JA- Fire Blocking and Draft Stonning 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. 26. Floor Finish meets requirements of Section 804. 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 „-i 3. Other requirements requiring Fire Protection Systems check if needed): Group A (As per Section 903.2. 1) ✓ n11A Group E (As per Section 903.2.2) 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 per Section 903.2. 10) Ducts conveying Hazardous Exhausts (As per Section 903.2.12.1) Commercial Cooking Operations (As per Section 903.2.12.2) As per Table 903.2.13 4. If Sprinklers needed as identified in #3 list type of system required. p 'PC:��, 5. If Sprinklers required by any of the above, Are Monitors and Alarms rovided as per Sectio 903.4? 6. If an Alternative tomatic Fire Extinguishing System is identified, does I meet the requirements of Section 904? 7. Are Fire Alarms required as per Sections 907 or 908? Yes No if no then skip #8 below. 8. Do Alarms meet the requirements listed in Sections 907 or 908? 9. Is smoke control required ?(as per Sections 402, 404, 405 or 410) Yes No If yes, see Sections 909. 10. H Occupancies may require smoke and heat vents as per Sections 415.6 and 410.* MEANS OF EGRESS ,s s 1. Minimum height of 7'as per Section 1003.2. ✓ 1 125 2-03 c 2. Any protruding objects meet the requirements of Section 1003.3. Coop 3. The occupant load shown on plans. �5 nr36 `00 4. The occupant load as per calculated by Table 1004.1.2. 15. Occupant load posted in every assemWy occupancy as per Section 1004.3. , 6. Egress width is identified on plans o 7. Egress width meets requirements as ca culated per able 1005.1. ✓ 8. Multiple means of egress Sued sn that the lass of any one means, of eores,s, shall not rediira the available egress capacity to less than 50% of total required. 9. Door encroachment does not reduce the required egre s wiA!h-W less than 50% required. 10. Means of egress is illuminated as per Section 1006 Y/ 11. Illumination emergency power is shown for means o as per Section 1006.3 od�� 12. An enclosed exit stairway is shown. Yes No --" no, skip #13, #14 and #15 e ow. 13. Enclosed stairway has an area of refuge(as per Section 1007.6) or is sprinklered. 14. Area of refuge has 2 -way communications, 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. 19. Thresholds are identified 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). J4 21. Locks and latches meet requirements of 1008.1.8. ✓ 22. Panic hardware is shown at required locations (Section 1008.1.9). ✓ 23. Does a stairway exist. Yes No If no, skip #24 thru #28. 24. Stairway doors do not open over stairs. Stairways are a minimum of 44" wide(except where occupant load is 50 or less or as per Section 1009.1). Maximum riser is 7 inches and minimum tread is 11 inches. A landing is provided at the top and bottom of each stairway. 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 A 31. Elevation change of over 1/20 is designed as a ramp as per Section 1010 /JA 32. Exit signs are identified when over 2 doors are required for exiting. 1, 33. Exit signs are spaced no more than 100' apart or to the door. I 34.42" guardrails are shown whenever a walking surface is over 30" above grade. N A 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 egress travel does not surpass requirements as per Section 1013.3. ✓ 39. Required egress aisle adjacent to tables shall comply with Section 1013.4.2. � - 40. Spaces with one means of egress meet the following maximum occupancy loads: a. Occupanc3,B,E,F,M & U - 50 occ. ASo c� 1zi d b. Occupancy H -1, H -2, & H -3 - 3 occ. C. Occupancy H -4, H -5, 1 -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 1 /2 the diagonal distance of the space 90 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. A ry 43. Refrigeration machinery rooms and refrigerated rooms over 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 balconies constructed in accordance with Section 1015.1 have 100' added to their travel distance. �tq' 47. Corridors are rated as per Table 1016.1. /f A- ( 48. Corridor widths meet requirements of Section 1016.2. A 4 49. Corridor dead ends are less tan 20' or 50' for sprinklered occupancies B and F. A A 50. Corridor not used as plenum unless in a tenant space of less than 1000 sq. ft. Afa 51. The minimum number of exits for occupant load meets the following 1 -500 requires 2 exit 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. dPf 53. Interior stairwells required as a means of egress �} eet the requirements of Section 1019. N�1 54. Space under stairs is identified as 1 -hour rated. N,4 55. Exterior ramps or stairs are open n one side and have a minimum of 35 sq. ft. of open space not less than 42" above any floor level. l� A 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 lot lines and other buildings on the 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. N A ACCESSIBLITY 1. An accessible route connects all accessible buildings, accessible facilities, accessible elements, accessible spaces and the public right -of- way(except as excepted by Section 1104). ✓ 2. In addition to the required accessible entrances, 50% of all public entrances are accessible. 3. Accessible parking is provided as per Table 1106.1. 4. 10% of hospital out patient parking is accessible and 20% of rehab or physical therapy. N h 5. Van spaces are provided.(one out of six and any portion) & g : LG" J 6. Accessible parking 's ro ided on shortest route from accessible parking to the accessible building entrance.��acr�� 7. Group I occupancies meet accessibility requirements asset forth in Section 1107.5. dA 8. Group R -1 occupancies meet the requirements of Section 1107.6 and Table 1107.6.1.L 9. Where 4 or more apartment units, one level town homes or condos are located in one structure, all units are designed as Type B units as per ICC /ANSI 117.1 unless on a upper level without elevator service. IJ 10. Where more than 20 apartment unit, one level town homes or condos are located in a project, 2% but not less than one are designed as Type A units as per ICC /ANSI 117.1. _ 11. Wheelchair spaces (and companion seat as per Section 1108.2.5) are provided in Assembly Occupancies as per Table 1108.2.2.1. 12. Assistive listening systems are provided in Assembly occupancies where audible communications are integral to the use of the space. lJ A 13. Any Assembly occupancy performance area has an accessible route as per Section 1108.2.8. 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 Section 1109.2. ✓ 17. Unisex toilets and bathing rooms are supplied as per Section 1109.2.1. 18. Where sinks are provided, 5 %, but not less than 1 is accessible. L ,-" - Where a kitchen or kitchenette is provided, it is accessible(unless in Type B dwelling). 20. Storage cabinets, lockers, etc. one of each type is accessible as per Section 1109.8. INTERIOR ENVIROMENT AND ENERGY CONSERVATION 1. Attic ventilation exists that is 1 /150 of the floor space or 1/300 with vapor barrier. 2. 50% of the attic ventilation is 3 ft. above eaves. 3. Crawl space ventilation complies with Section 1203.3. N A 4. Natural ventilation (windows, doors, louvers etc.) is a minimum of 4% of floor space. /{► h1G 5. Interior spac s that do not have openings directly to outside meet requirements of Section 1203.4.1 Malw 6. Bathrooms containing bathtubs, showers or spas are mechanically vented. N A 7. Natural or Artificial light is provided that meets the req�u }'rements of Section 1205. ✓ 8. Courts shall meet the requirements of Section 1206.3. ry a I 9. Dwellings party walls and floors meet the requirements of Section 1207. N , 4 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. AJa 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. N a 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. ✓ / 2. Water resistant barrier shown on sheathing as per Section 1402.2. N 3. Masonry veneer is flashed at bottom and has weep holes. 4. Masonry veneer shall be mechanically attached as er Section 1405.5. 4114 5. Stone Veneer is anchored as per Section 1405.6. 6. Sidings shall be applied as per Section 1405. 7. Fire separation distance for combustible veneers(siding) meet that of Table 1406.2.1.2. ✓ 8. Balconies that protrude shall meet the requirement of Table 601 for floors AIA 9. Metal Composite Materials(MCM) shall meet the requirements of Section 1407. 10. Roof coverings meet the requirements of Table 1505.1. �j b 11. Double underlayment is provided in asphalt roofs with minimum slope of 2:12 up to and including a 4:12 slope. hj 1� 12. An ice dam membrane (one continuous sheet or two sheet cemented together) for all asphalt roofs is provided from the roof edge to 24" inside of the inside of the exterior wall 13. Drip edge metal is provided along all roof edge. Af 14- f 14. Metal roofs meet the requirements of Section 1507.4. 1 9 15. Built -up roofs meet the requirements of Section 1507.10. r 16. Single Ply Plastic Roofing meet requirements of Section 1507.12 ?d 1507.13. A k 17. All other roofing types meet the requirements of Section 1507. N / 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 nlnnc Pxoent nc decr_.rihed in #1 nhnve shall in�.lnrle the fnllnAXAncr r ---- -- r - __ ". a. Floor live load including any reductions. b. Roof live load as per Section 1607.11. C. Roof Snow load, including the flat roof snow load, 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 analysis procedure used. 4. Flood zone is identified(if in flood zone see Section 1603.1.6) 5. Design of floor live loads in access of 50 lbs per sq. ft. also identify that signs must be posted. 6. Structural design calculations meeting the requirements of chapter 16 have been provided. 7. Architectural, mechanical and electrical components meet the seismic requirements of Section 1621. 8. Where special fabrication (usually steel) is performed off sight, the fabricator has provided a certificate of compliance as per Section 1704.2.2. 9. Special inspections are identified for welding. 10. Special inspections are identified for high strength bolting. 11. Special inspections are identified for concrete construction except as excluded by Section 1704.4. 12. Special inspection are identified for masonry as per Section 1704.5. 13. Special inspections are identified for fills greater than 12" deep where a load is applied. 14. Special inspections are identified for all pier and pile foundations. 15. Special inspections are identified for sprayed on fire resistance applications. 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) 18. Special inspections are provided for seismic force resisting systems. 19. Structural observations as per Section 1709 are identified for structures in Seismic Use Groups II or III. SOILS AND FOUNDATIONS 1. Allowable soil foundation bearing pressure (as per Table 1804.2). 2. Soil investigation meets the requirements of Section 1802.2. 3. Grading is a minimum of 2% for concrete or asphalt surfaces or 5% for 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. 7. Top of foundation is a minimum of 12" above the adjacent street gutter (unless a drainage path is 8. identified and approved by the building official). 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 n_s_i__ 11. Retaining walls are designed with a lateral sliding and overturning factor of safety of 1.5. 12. Foundation drainage system or water - proofing (Section 1807.3) is provided where water table warrants. 13. Damproofmg shown under slabs as per Section 1807.2.1. 14. Damproofmg 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. 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). 4. Masonry shear walls are provided in both directions so that their cumulative dimension in each direction is a minimum of 0.4 times the long length of the building (as per Section 2109.2.1.2). 5. Floor and roof diaphragm width to length ratios for masonry buildings meet Table 2109.2.1.3. (Empirical Design Only) 6. Masonry wall lateral support is identified in engineering documents or empirically by Table 2109.4.1. Masonry thickness of bearing walls for one story is a minimum of 6" and 8" for two story buildings as per Section 2109.5.2. 8. Masonry foundation walls meet all of the requirements of Section 2109.5.6.