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Home My WebLink AboutPLAN REVIEW OCT 16 - 95-00031 - Millhollow Frozen Yogurt - New BuildingProject Number; NONE Address: lS'F EAST ST. Occupancy: B2,R1 Type of Const: V -N City of Rexburg Engineering Department 12 North Center/P . O . Bax 280 Rexburg, Idaho 83440 (208) 359-30 2a Plan review based on the 1991 Uniform Building Code Name : MILLHOLL4W YOGURT RESTAURANT Date: October 15, Contractor: SILVERTREE Designer : SILVERTREE Engineer: NONE Plans Examiner: Report created using Flan Analyst software Portions of the material contained in this Uniform Building fade ( 1991 edition) with Conferences of Building officials. # SHEET IDENTIFICATION 1 K Ki 2 5 by b w & a. program are permission CORRECTION REQUIR.lmULi PL1.0 PLOT PLAN NOT COMPLETE--- sdwk to front parking stall JOE LAIRD ( 719) 5 9 9-56 2 2 reproduced from of International r Provide a complete site plan showing door, sidewalk wdtns , handicapped and handicapped ramps, ALL PLANS NOT SIGNED BY ARCH- All sheets an architect or Engineer to be0ped and sgned. by registered in this state, -- pec. 3U1.(b). WE HAVE NOT REQUIRED THESE PLANS TO BE PREPARED BY A REG. ARCH; BUT WE DO STILL EXPECT THEM TO BE AS COMPLETE AND THOROUGH AS IF THEY HAD BEEN. Al • 0 NO DOOR SCHEDULE PROVIDED WITH PLANS,` CONSEQUENTLY. WE DON'T KNOW WHAT MATERIALS THEY ARE MADE OF IF THEY CaNT,AIN WIDOWS, DR IF THEY ARE REQUIRED TO BE GLAZED W.12 MT SAFETY MATERIAL. SEL SEC. 54D6. A1 • ❑ NO WINDOW SCHEDULE-�-----�-- NORMALLY A W2NDoW SCHEDULE 2S PROVIDED WIfiH CgMMERCIAL PLANS SHOWING SIZE, TYPEfBRAND NAME. SAFETY GLAZING, E"S"C. NOTE ON PLANS SAYS TirlINDOWS IN DINING ROOM WILL BE SAFETY GLAZED. WHAT ABOUT OTHERS IN KITCHEN, BASEMENT, APT., ETC? A-? NO ATTIC TIENT. SHOWN-____ Provide attic ventilation that cQmpliEs with sect' an 3205. (c } 7 Required corrections f or: Project Id: MILLHOLLOW YOGURT RESTALTRANT Address: 1ST EAST ST. # SHEET IDENTIFICATION CORRECTION REQUIRED 6 A -? NO ATTIC ACCESS SHOWN---- provide an attic access (22X30 min) to each attic area.-- Sec. 3205.(a), THIS TO INCLUDE BOTHE THE ATTIC OVER THE DINING ROOM AND OVER THE APT. 7 A-1.1 INADEQUATE BS'MT EGRESS-- The basement area is required to have an automatic sprinkler system unless it has adequate egress wall openings. -- See Sec. 38,02, -- SEE SUGGESTIONS ON PLANS FOR POSSIBILITIES OF GO1►�BINrNG EGRESS OPENINGS Tn7ITH REQUIRED SND B ENT EXIT $ A -? NO PLANS 2ND FLR APT----- This area requires glazed opening(s) having an area equal to 10a or more of the floor area. --� Sic. 1205 * (b) 9 A Na PLANS FOR 2ND. FLR APT-,-- This area requires operable exterior opening (� � having an area equal tO 5% or more of the floor area,, -- Sec. 1205 . (c) 10 A NO PLANS FOR 2ND FLS APT---- This area requires ars exterior o enin for emergency escape or rescue with clear p � area/dimensions specified. Sec. 1204, 11 A-? NO PLANS FOR 2ND FLR APT--- A smoke detector is required in this location. NOTE: All detectors are to sound an alarm in bedroom area. -- Sec. 1210.(a)4. 12 A '? NO DETAIL OF KITCHEN/2ND FLR APT FLR/CEILING ASSEMBLY.--- SHOW 1HRw FIRE SEPARATION MATERIAL ON BOTTOM OF JOIST AND APT. FLOORING MATERIAL ON TOP OF JOIST. ALSO CALL OUT HOW BOTH WILL BE CONNECTED TO JOISTS. 13 A-? NO DETAIL -OF BASEMENT CEI LING/1ST STORY FLOOR FIRE SEPARATION ASSEMBLY. ---SHOW 1 HR FIRE SEPARTION MATERIAL (2EA*5/811 GYpBOARD) ON BOTTOM OF JOIST AND IST STORY FLOORING MATERIAL ON TOP OF JOIST. CALL OUT HOW BOTH MATERIALS WILL BE CONNECTED TO JOISTS. 14 A-? NO DETAILS OF DUCTS, ETC* GOING THRU THE DIFFERENT 1 HR. FIRE ASSEMBLIES . NO DETAILS OF HOW STRUCTURAL MEMBERS (BEAMS) IN BASEMENT & KITCHEN WILL B .. GIVEN 1 HR. FIRE PROTECTION. SEE SECS. 1704,1706,3309,4303 THRU 4308. Page # 3 Required corrections for: Project Id: MILLHOLLOW YOGURT RESTAURANT Address: 15T EAST ST. SHEET IDENTIFICATION CORRECTION REQUIRED 17 21 az 23 24 25 A1. I BS' MT NEEDS 2 EDITS--------- Provide 2 exit(s) from this area. Table 33-A & Sec. 3303.(x) Al .0 1 A191 DIST. BTWN EXITS equal area. ---�-------- The distance between the exits must be to or greater than 1/2 of the diagonal of the -�-� Sec. 3303 (c) . LANDINGS NST DEFINED ----- Provide a landing on both siders of door'. Nate: The step & size requirements. -�� Section 33049 & (�} BSMT LANDING NOT CORRECT- Provide a door. Note: 3304. (1) & The step & ( 7 ) lanc"ting on both sides of size requirements. -- lection Sle2 BSMT STARS NST CORRECT The maximum rise of a step is 7 inches and the minimum tread is 11 inches. -.- Sic. 3306.fc) S1 . 2 1 HR CONST UNDER STARS - d- The enclosed usable space under the stairs is required to be protected by 3hr fire -resistive constructian. -- 3306,(I) PLlsO HANDI. ACCESS NOT SHWN -- Provide handicap access to the building. -- Chapter 31 A-? A-? LAV. CLR HT NOT SHOWN --- Provide the required 29 inch height, 30 inch, clear width, & 17 inch clear depth under at least one lavatory. -- AN'SI A117.1 Sec. 4.19.E & Fig. 31 MIRROR HT NOT SHOWN ----- bottom within Sec. 4,19,,,6 Provide at least one mirror with the 40 inches of the floor. --� ANSI A117.1 A-? GRAB BARS NOT SHOWN ------ plans that 4,17.6, & 4.24 drab bars need to be shown an comply with ANSI ,117.1 See. 4.15.4, the F1. 0 COLUMN SIDES NEED T0 BE SHt3TrVN ON PLANS FOR COLUMNS ON FOOTINGS F2 & THESE F3. THE SIZE{S} OF THE BEAMS RESTING COLUMNS ALSO NEEDS TO BE CLARIFIED. ON Reguir�d corrections for: Page # 4 Project Id.* MILLHOLLOW YOGURT RESTAURANT Address.* 1ST EAST ST. # SHEET IDENTIFICATION CORRECTION REQUIRED ----------------------------------------------------------- 26 F1. 0 NEED COPY OF 'YOUR CALCULA TIONS SHOWING HOW YOU ARRIVED AT THE SIZES OF AND REBAR IN FOOTINGS F2 & F3; THE SIZES OF THE COLUMNS ON THESE FOOTINGS; AND THE SIZE OF THE BEAMS ON THESE COLUMNS. 27 NA NO SOILS REPORT INCLUDED- -- WHEN YOU GET THE GROUND FOR THE FOOTINGS EXPOSED, WE WILL NEED TO GET WITH YOU TO SEE IF IT HAS THE DESIGN BEARING STRENGTH OF 0 D OPSF . GRAVEL PROBABLY WILL; HOWEVER SILT WILL BE MORE IN THE 1000 TO 1500 PSF VALUES. 28 51.0 WEST BRNG WALL----------- DOES THIS BEARING WALL GO FROM BASEMENT FLOOR TO THE ROOF? ARE THERE ROOF LOADS ON IT? ARE YOUR METAL 2X4 1 S & 2x6 I s THS SAME STRENGTH AS WOOD MEMBERS? SEE SEC. 2517 (g) & TABLE 25R-3. THIS TABLE INDICATES THE NEED FOR 2X6's ON 16" CENTERS. 29 51.0 WALL SUPPORTS OVER WINDOW S. -- IF 3"X6"X3/16" COLUMNS & WF10-30 HEADER BEAMS ARE NEEDED AT THE 2 LOCATIONS SHOWN, WHY ARE THEY NOT NEEDED AT THE OTHER 4 SIMILAR LOCATIONS? 30 S1.0 NEED COPY OF YOUR CALCULATIONS DETERMINING THE SIZE OF THE WF10-30 BEAMS SUPPORTING THE KITCHEN CEILING & THE 3"X61IX3/161" COLUMNS SUPPORTING THEM. ALSO DETAIL OF CONNECTIONS OF COLUMNS, BEAMS & JOISTS. ALSO A DETAIL OF CONNECTION BETWEEN JOISTS & WEST BEARING WALL. 31 51. 1 CORRECT TYPICAL EVE DETAI L SO IT SHOWS THE CORRECT ROOFING (CEDAR SHAKES) AND CORRECT SIDING (CEDAR). WHAT ABOUT DETAIL OF HANGING CEILINGS OR LISTS OF WALL & FLOOR FINISHES FOR DIFFERENT ROOMS, T.E. KITCHEN, DINING ROOM, REST ROOMS, BASEMENT, APT., ETC. 32 EMPIvO ELECTRICAL, MECHANICAL & PLUMBING PLANS NOT COMPLETE. PLAN SHOWN ONLY COVERS ELECT. SEE ATTACHED EXAMPLES OF TYPICAL PLANS FOR THESE ITEMS. SPRINKLING SYSTEM PLANS ALSO NEED TO BE REVIEWED BY PLUMBING INSPT. ALSO NEED AGRMT WITH CITY TO COVER LANDSCAPING ON CITY PROPERTY. 33 51.3 STRUCTURAL DETAILS------- HOW WERE THE SIZES OF STRUCTURAL ELEMENTS DERIVED? SEE OTHER COMMENTS REGARDING DETAILS SOWN ON THE PLANS RETURNED HEREWITH.