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HomeMy WebLinkAboutCO & DOCS - 01-00047 - Dr Eric Barton Medical Office - New BuildingWater Department OF OCCUPANCY City of Rexburg Department of Building Inspection Building Permit No. Roi -n -oi Building Street Address: 25 Madison Professional Park Building Owner: Dr. Eric Barton Contractor: Morgan Construction Description of building or portion of building for which this certificate is issued: Occupancy: Full This Certificate issue() rsuant to the requirements of Section 1o9 of the Uniform Buif bing Code certifies that, at t time of issuance, this tubing or that portion o f the ng hui(i that was inspected on the bate listed was found to he in compliance with the requirements of the cote for the group and division of occupancv� and the use for which the propose() occupancy was classified. Date: C.O. Issued by: Professional Office Building uilding Official There shall be no future change in the existing occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portio , hereof until the Buildir� Offiial has reviewed and approved said future cha `es. t �f1oG2 Fire Departmen _ vs_ BUILDING PERMIT APPLICATION REXBURG, ID DATE NO. THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER BUILDER 4/ : . 3 STRUCTURE: O RESIDENCE TINGS RETE 0 MASONRY O OTHER REMARKS: EW OMM. 10. O REMODEL 0 EDUCATIONAL 0 GOVT cyrac FOUNDATION (9 CONCRETE 'p MASONRY O OTHER BASEMENT L"P 0 FULL ONO 'COORS odlorNOOD p CONCRETE p OTHER VEXT WALLS OOD 0 MASONRY O QONCRETE YVENEER 0 METAL O STUCCO INT. WALLS etiv000 CI MASONRY o� QQOONCRETE arDRYWALL O PLASTER O TILE EILING L 0 PLASTER 11 STIC -O OPEN ROOF O BULT UP. SR COMP. H. O TILE O ROLL ROOF 0 METAL HEAT 11GAS I oIL COAL O FIREPLACE O ELECTRIC This permit is issued subject to the regulations contained in the Uniform Building Code and Zoning Regulations of Rexburg, and it is hereby agreed that the work to be done as shown in the plans and specifications will be completed in accordance with the regulations pertaining and applicable thereto: The issuance of the permit does not waive restrictive covenants. DEPARTMENT OF BUILDING ZOIIG VALUE FEE PAID BUILDING INSPECTOR JOB ADDRESS ARCHITECT CI ADDITION p REPAIR O RELIGIOUS O FENCE O PATIO DATE API,be 0/ qTY OF r cBU APPLICANT ADDRESS WHITE- Owners Copy CANARY — Building Department's Copy PINK— AsseSSors Copy GOLDENROD- Inspector NOV 0 2001 PHONE DESIGNER O RENEWAL 0 FIRE DAMAGE 0 CARPORT 0 GARAGE 0 AWNING ULATED LI S ., ETE Oct.18. HD 12:24PM CITY OF REXBURG No.2683 P. 6/6 Date of Application /e° © e / / 0 I OWNER Name Pk, 61L(C OPIE_Tokil Site Address MAPICIC V, r P L Mailing Address �j i j� j sNip , c l- f City / State/Zip iz 'rjt ,( '(?J 1 1 A° / LI L/o Telephone/Fax/Mobile '9 ' r qGo APPLICATION FOR BUILDING PERMIT CTTY OF REXBURG, IAABO What will structure be used for. Home Home Business Apartment Co eerc'� Other Will these be an apartment? NO Total Estimated Cost 00 Are you in a flood pl ain � / (/� Signature of Applicant Code / f 7 � aSC Zone Apo/ - ' / `v . � a • Building Type t// Water & Sewer Fees TOTAL $ Permit No. �/ / / -® / CONTRACTOR , Name lA/ i `r T/C� .[AL TI Old Mailing Address 62 Y� 1 h , City/State/Zip i- ftc 'Fi�.l_�_, i` Pvt*f) rl " Telephone/Fax/Mobile 6i" 1-- ) 2-- PROJECT INFORMATION DEPARTMENT APPROVAL Property Zone: 1-,21z...1 Is existing use compatible with zoning, (screening parking, etc)_ Y� When was this building last occupied_ Architect/ E FirmW ,l,�J IBC Atli — E n Name _ . r, tom o &e.. c -. �1"t e * L Subdivision i r taDAVr ?f 4-64;i177\7% � Lot 2 f P (4 e Block Lon Circle One Residentia Commercja Educational Government Remodel Other Circle One New House Addition/Remodel to House (New Comtner Commercial Remodel Circle One Basement: None/ Finished / Unfinish Other: None/ Patio/ Carport/ Awning N/A Lot Square Footage /g irSi+ Lot Width 9Z Q " I• Square Feet Z ') 9 Garage Square Feet NA Number of Stories Height of Building If so, how zpany units Building Permit Pees A V 7 a / 7.5" Plan Check Fees V 7 2 - O o Plumbing Permit Fees S3 S. 5 Digging Permit Fees rj . Signature of Inspector by 1 OF REXBURG Rough Plumbing Septic Tank Urinal Fixtures Water Piping Complete Sink Trap Sewer Laundry Trays Bath Tubs Urinal Showers Sink Trap .>"°..., Laundry Trays , Water Heater Wash Basin Toilet 1 01151,Sinks et Kitcherr Swaim 1 Floor Drain ( Drinking Fountains Lawn Sprinklers ,r Water Softeners i Dish Washing Mach. 1 s k• Clothes Washer i .■ ■ t■ %,,, , OWNER Name = - Address fkA -di Tel. \.° . Lot :• Bik. Add. PLUMBER r i Name i ":- ' :""‘" i ' '''.: 1 Address '' - 't '. ,,,,A. 1 1 ‘ i : Tel. t --........:.- NATURE OF INSTALLATION Use DESCRIPTION OF WORK CITY OF REXBURG APPLICATION FOR PLUMBING PERMIT FEES Plumbing Permit • Sewer Inspection Inspection of Pipe . Received: Date B w Rough Plumbi Sewer Other Finish Plumbing Inspection of Fiktyres • • e.6 0 L INSPECTOR'S RECORD N INSP. NAMt *," Oct.18. 2001 12:24PM CITY OF REXBURG Excavation Q zarthwcrk concrete: SUBCONTRACTOR LIST M : C _jnyvvv\z-P,U YVk Roofing: insulation: . Drywall: Painting: noon Coverings: Plumbing: G Heating: alectrical : No.2683 P. 5/6 Roof Trusses: Floor / ceiling Joists: Cabinets: SPECIAL CONSTRUCTION (MANUFACTURER OR SUPPLIER) Siding/Exterior Trim: REXBURG MADISON COUNTY FIRE DEPARTMENT P.O. Box 280 26 North Center Rexburg, Idaho 83440 (208) 359 -3010 1997 Uniform Fire Code Plan Date: Plan Review Review Date: Building Name: Dr. Eric Barton Office Building Building Address: Madison Professional Park Stories: One Type of Construction: V -N Occupancy Classification: B Existing Floor Area: N/A New Construction Floor Area: Approximately 3200 sq. feet 1).Required Fire Flow (Appendix III -A): 1,500 GPM /2 Hours Comments: A reduction of 50% in fire flow may be achieved with the installation of an approved building sprinkler system. 2).Water Supply (Article 9, Section 903) Required: YES Fire Hydrant Location: D -21, D -22, D -13, D70 Fire Hydrant Flows: OK Fire Flow Test Location: Fire Flow Supplied By: FD Other Approved Water Source: NONE Water Supply Acceptable: YES Fire Hydrant Location Acceptable: YES Water Supply Comments: 3.)Fire Apparatus Access Roads (Article 9 Section 902) Required: YES Acceptable: Width: OK Length: OK Surface: OK Turning Radius: N/A Grade: OK Vehicle Vertical: OK Clearance: OK Turn Arounds: N/A Complete Road Acceptable: OK 4).Access Roads and Water Supply, Including Fire Hydrants Are Required To Be Installed And Made Serviceable Prior To And During Time Of Construction (Article 9 Section 901.3): Comments: YES, if not in place PRIOR to construction a stop work order will be issued. 5),Installation Of Portable Fire Extinguisher (Article 10 Section 1002) Required: YES Location Acceptable: Not Shown Type Provided Acceptable: Not Shown Comments: Please provide fire extinguishers with a minimum size of 2A -10BC as required. (Two upstairs, one downstairs in storage area) 6).Automatic Fire Extinguishing Systems: (Article 10 Section 1003 Required: NO Type Of System Being Installed: Sprinkler System Monitoring Required (Article 10 Section 1003.3) Required: Comments: 7).Fire Alarm Systems (Article 10 Section 1007)Required: NO Type Of System Required: Manual: Automatic: Both: Type Of System Being Provided: Manual: Automatic: Both: Components Of System Shown: Smoke Detectors: Heat Detectors: Manual Pull Station: Sounding Devices: Visual Devices: Door Holders: Duct Detectors: Flow Alarm: Sprinkler Valve Monitoring: Fire Alarm System Acceptable: 10).Other Corrections That Are Required By Special Occupancy Or Conditions: Current plans show one exit to the outside from the main floor. Either provide a second exit to the outside or provide a secondary means of egress within the building (south hallway blocked by copy machine and wall). Plans As Submitted Are Acceptable: NO Plans Checked By: Chris Huskinson Date: Nov. 2, 2001 Please furnish comments back to the plan reviewer in the following manner: Written Comments: YES New Plans: YES 10/30/2001 Jay Rice Morgan Construction P.O. Box 1604 Idaho Falls, ID 83403 Dear Jay, Val Christensen Assistant Engineer c.c. John Millar Chris Huskinson STATE OF IDAHO www.ci.rexburg.id.us Sincerely, QQ P.O. Box 280 12 North Center Street Rexburg, Idaho 83440 Phone (208) 359 -3020 Fax (208) 359 -3022 e -mail rexburg @ci.rexburg.id.us I have reviewed the plans for the new office building for Dr. Barton in Rexburg and have identified the following discrepancies: 1. The eave on the North side of the building projects into the area where the code will require it to be 1 -hr. construction. See the 1997 Uniform Building Code (UBC) Section 503.2.1 #2. Please provide details for eave fire resistance. 2. Please identify stair rise and run on exterior stairs. 3. Separate toilet facilities are required for each sex as per UBC Section 2902.3. The location of the two facilities suggests that you are planning on two same sex restrooms. Please identify how they will be labeled. 4. Please identify the windows close to the exterior doors as tempered glass according to UBC Section 2406.4 #6. 5. Show attic ventilation as per UBC Section 1505.3. 6. Provide attic access (22" x 30" min.) as per UBC Section 1505.1. 7. Show crawl space ventilation as per UBC Section 2306.7 8. Please identify on plans the design criteria used for structural calculations. Wind — 80 m.p.h., Snow Load — 35 lb /sq. ft., Seismic — Zone 3. 9. Provide truss details prior to frame inspection. I have not received the review from the Fire Department at this time. They may have further suggestions or require changes. The State Electrical Inspector has not reviewed the plan as of this date. Please make the necessary changes to the plans and return two corrected copies to City Hall. If you have any questions please give me a call at 359 -3020 ext. 324. Oct 31 01 05:26p reliance City of Rexburg Building and Planning Department Rexburg, Idaho ATTN: Val Christensen RE: New Office For Dr. Eric Barton Madison Professional Park Rexburg, Idahu Val, The following shall address your plan review comments for the above referenced project dated 10/30/2001. Item #1 Acknowledged: Eave of building shall be set 10'- 0" from northern property line. Item #2 Acknowledged: Exterior stairs shall comply with (UBC) section 1003.3.3.3 risers not more than 7" in height and runs not less than 11". On site grading shall determine number of risers required. Item #3 Acknowledged: Toilet Room facilities shall he labeled as follows, west toilet "Women ", east toilet "Men ". Item #4 Acknowledged: Sidelights at entry doors shall be tempered as well as north and south windows in vestibule. Item #5 Acknowledged: Attic shall be ventilated wall sections on sheet A -4 to read perforated metal soffit with continuous ridge vent. Item #6 Acknowledged: 22" x 30" -attic access shall be provided in supplies room ceiling_ Item # 7 Acknowledged: See sheet A -4 Typical Crawl Space Wall Section. Wet spray insulation is applied to perimeter crawl space walls, as this is a conditioned space, thus eliminating the need for foundation vents. Item #8 Acknowledged: Structural design criteria used is as follows: Wind speed- 80 mph, truss dead load 15 psf, snow Load 35 psf, floor load 50 psf live load & 20 psf dead & partition load, soils bearing 1,500 psf, Seismic Zone 3. Item #9 Acknowledged: Truss shops engineered, designed and prepared by BMC Truss Plant shall be provided to your office prior to setting of engineered trusses. I understand that you will forward to me any comments from the Fire Department and State Electrical Inspector when you receive them and I will address their comments at that time. Belt reg Jay ' ice Project Coordinator Morgan Construction, Inc. P. 0. Box 1604 520 West 15th Street Idaho Falls, ID 83403 (208) 529 -3312 fax (208) 529 -5563 2065524926 p. 2 Mar • 19 02 09:03a Morgan Construction, Inc. 208- 529 -5563 • MAR -18 -2002 MON 08:32 AM TRUS JOIST FAX NO. 2085289211 P. 04/U1 03/(11/2002 "I R I 15:23 VAX 420 800 7900 THOS .!011'1' _,.,., LLOYD AYI:1r9 -11) IVAI.1.9 g1001/004 �''r t.t ® A11G�eyerhaeascr Business Northwest Region • 8841 184th Avenue Northeast • Redmond, WA 98032 Phones: 426- e69.3702 4 800-413-3774 4 Faxl 438 - 869 - 7900 DATE: March 15, 2002 Number of Pages: 4 TO: Lloyd Ayers True Joist, Idsho Falls FROM: Will Fohrell, PE Regional Engineer SUBJECT: Morgan Conetructlon - Rexburg This roodrUo ntoy oonteht oonfldonflof bWon»oUal drat le not bUondod for distribution fo anyone otnor loon 1110 btrondad roo)plon) llatbd obovo. hi tho avant tho Wooded roeiplont or an omptoyoo responablo fur *divvying This facalr%. to The bUondod molpMnt it vnovellablo, please do not attribute this teoslm#i, notify us bme.id.feiy by bNphone, end return this lean by mall. Thank you COMMENTS: This joist has % of the top flange removed at the location shown on the attached calculation. The damage leaves sufficient cross- section to support the applied Toad. No ropalr roqulrod. p. 2 Mar 19 02 09:04a Morgan Construction, Inc. 208- 529 -5563 MAR -18 -2002 ION 08:31 AM TRUS JOIST FAX NO. 2085289211 f', utiu4 03 /16/2002 UU 13:X5 FAX 421) 0110 7900 'IiUIS .I(11S'l' •i•. 1.1_OY0 AYIi11l 11) FALLS Q004/004 TA- nepar.xt.s T7 a A' yeyerhacuscr Business TJII Joist Applied Moment and Repair Capacity Undamaged Moment Capacity la TJI® Depth PI Remaining Flange a Stress Concentration (so) 4430 11.876 60 1 ft - Inches Remaining Flange TJl® Depth Remaining Moment Capacity o 2215 ft - Ibe (damaged cap/Sc) Applied Moment (i Damage 949 ft - Iba Roqulrod Ropair Capacity r- -1266 ft -lb or -1464 lba Featoner Requirement -16 10d box nil ©8" on-conter Repair Length o 0 Feet 9/184)2 p.3 Mar 19 02 09:04a Morgan Construction,Inc. 208- 529 -5563 MAR -18 -2002 M0N 08:31 AM TRUS JOIST FAX NO. 2085289211 Y. U1 /Uq 03/II /200/ lit! 10:24 VAX 425 1(112 7200 ('12118 JOIST r LI.OYU AYI ?US II) I(Al.LS (?j003/004 TJ oodu(141) 6.04 4erb14Nm e : 1 !taM: 4 )4114021110:01 PM Pepe 3 b ptne VaNerc 1.160 1.ucnt:len enelyslet or COmeentl 00,11011 Nlloar (1bi1 Mount (R -Lbs) Llvo notloction Om) Tutal Derleutluu (1,,) Tho totual vul.11os obovo may 1.0nd Group: Primary Load Oroup ATTTARNAT/) span Donlon shear Ilbal Msr. Shear (lh.e) Member (1a3Ct1011 . (Lbol Support Reautl(II (3bn) Moment (t.0.b31 1.ive Deflection (in) Total Dollootlon (in) A1; egssA'tI neaten shoal; (ma) Max O (1b01 Mo)9bor Reaction (14 o) support Reantion (lbal Mom• Ir't-•1,bK) Live natl.octf.on (.in! Yot.el Deflection (In) 2419J5, , FARLIATION; Morgan Cons( Rexburg, ID A; ' 11 718" TJI®IPro(TM)•260 (4 16" olc THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED iti0el values at lcottt.toll l (horizontal distance from left end) - 5' 7.00" 0.074 bo d1Ctoreltt twin Max. Vortlral Reaolion Total (lbe) 377 Mex. VOrtica1 TtetCt1On Live (lbs) 299 8olootod Nearing L0n001 lin) 2.25(0) 68 Max. Unhr,end Length 13n) ,op4rlgbl 0 2001 by rrno 4dol. a wyoila4 Dot xaelne4e 'Jr* •nd tJ •ee•M 0,0 .voletereJ tr•demeke of Tn. Joist. 0 °1 .14101 veer. 000 23 ¥I./ Ot0 tndama k0 0t was JOIOt. control 1420 4430 under coder under under the JOoigll value() ueod for member doetgll. A' 12'.0.'50" A 12' 3,00" A 12 3.00 A 12' 0.50" 377 249 2.25101 1012 929 701 146 191 3.80(W) 3.50(01 3.50(W1 61 70 65 70 61 60 ' Loading on ALI .pens, L0>••• 1.00 , flood r Floor Design /honr. Ube) 321 -474 420 ••369 389 -420 414 MAR Ohnar (1b4 321 -500 452 -390 190 - 44960000 Member Reaction 111261 327 960 795 312 900 799 960 Support Ift -L4Il (ADO 312 - -1088 384 -787 384 -1088 ),tvo t t.iol 0.042 0.016 0.016 To te Deflection (inl Total Dotlool:ion (1.11) 0.055 0.020 0.020 loading on odd 4 span, 7.Dr • 1.00 , Dead r Floor -411 143 -442 153 591 729 -602 0.050 0,055 351 -439 106 - 31 363 •472 114 •'42 407 363 606 409 177 606 409 -657 -253 -466 -0,036 -0.030 . 950 0.062 0.074 span loading on even 4 snaon. 1.OP 10 -143 411 40 -•162 442 40 599 41 595 -602 49 -0.022 ••0.014 129 0.050 0.055 ADJACNNT span Plooc /WWtd111g AL.TP..RNATR open P}.Oor 'loading ALTERNATE span Flour loadln0 hLTER14ATO span Plow/ loading - 1.00 , Deed • Floor -17(1 'l6 -1 419 -407 92 -114 472 449 346 489 586 -466 -751 -617 -0.035 - 0.0:!11 7'12 0.042 0.059 -321 -337 327 342 -10 -40 40 43 49 -0.022 - 0.019 440 0.0 0.024 OPERATOR IIIrORNIA'nott wilem Fohrell, re: True JoIe1 8541 164th Av.. NE Redmond. Wsshington 98002-3557 Phona ; t,26.6eD,37o2 Fox ; 426. 869-7900 fohrelventrusio1at.00m -3)7 -363 363 371 p.4 Mar 19 02 09:04a Morgan Construction, Inc. 208 - 529 -5563 MAR -18 - 2002 MON 08:31 FAX O. 2085289211 F. us /uy 31 AM TRUS JOIST Ilairoo4 03 / 1a / 200. I'%11 10 :23 1'AX 423 $119 7000 TKIIi .11)13'I' ��� 1.1.0Y1) AYI ?R4 11) FALLS atee�� Xd�rb�:rPWMte u aomaLIva aoteedalI rr It Pm4 WW23:1AG6PM F.e.t EnyreYntlon UN CONTROLS FOR APPLICATION AND LOADS LISTED OwrNl (Mrrler+elont �' o jic Ana IIyells is for a Joist Member. PrknWY Load Croup • Reeldentinl - Living Areas (pat): 40.0 Live nt 100 11, duration, 12.0 Dead $UPPORTE; Input liming Width Length 1 Stud waU 3.60" 2.26" 2 stud wail 9.60" 9.60" 3 Stud wall 3.60' 3.60" 4 Stud well 3.60" 3.03" 6 SitM wall 3.60" 7..26" -Soo TJ SPI CIFIIiR'8 / BUILDERS OUIDE for (lotsil(e): P4: Rini Doard,B3 L0CATIO14 ANALYSIS; User Woollen "X" (Hors:.) Dimension Comment 1 6' 7,00' InfuQd.GQ.NTRQIii Meslmum Sheer (ale) 517 Vertice( Reaction (Ibe) 1012 Moment (FI•I - 1190 LNo Load Dell (In) Tole, Load Dot (In) TJPro -Deflection Criteria; STANDAR1XLL I/400,T1, :1.!240)• - AUOwebw moment was Morselled for tepotlike member usego. •UahaClton analysis le based on compoode 'don with single layer of 10132 ", 610" Pellets (20" 6pen Raring) GLUED & NAILCD wood decking. - 8rooing(Lti): All oemproeslon edges (top and bottom) must be braced M 6' 1.00" a/o unbolt delelled °Rhemise. Preget etachment and petitioning of lateral brnclnp le required 10 achieve member stability. -The load oonditone considered In Ns design analysis Include anemia* and adjacent member pattern loading. Morgan canal Resbur0.ID Yetliest Reactions Ebro) Detail LivelDead1UolIB etnl 200179101377 791 /011012 746 1 164 /01920 7911221 29917010/377 coyyrtant o soot by fr"d Jotet, w weyr:eet.re *y thlall+Vela • 1 el„V", fowl t 41. Owe et* of 3o 11 7I8" TJI ®IPro(TM) -260 ©16" olc A3: Rim Boar! 113 93 B3 A3: Rim Board Uosipe COMroI COMM 402 1662 Passed (3'I %) 1012 2030 Passed (60%) -1108 4430 Passed (27 %) 0 0.301 Panned (I /9994) 0.074 0.602 Pasted (tJ099 67 Any Passed outer 1 Ply 1 114" 1.1E TlmberSlrsnde L3L None NO110 None 1 Ply 1 114 . 1.2E Tlmber8trertdar LSL Legation Lt. end Span 4 under tloot ADJACENT span Loading Dearing 4 under Floor ADJACENT span boding Beetlnp 4 under Floor ADJACENT open leadiltg MID Span 1 under Floor ALTERNATE open loading MW Open 1 under Fitter ALTERNATE open wading Span 2 QP@RATOR INFORMATION: 1M+NIam FohrsO. PE True Joist 6641 164th Ave. N1 Redmond. Washington 90062.3667 Phone : 426489•3102 Feu :428- 989.7000 fohretw(Olnrelnln.eom P - • Project Number: 01_21 Project Name: Dr. Barton's Office Address: Professional Plaza Occupancy: B Construction: V -N CITY OF REXBURG ENGINEERING 12 NORTH CENTER REXBURG, IDAHO 83440 (208)359 -3020 Plan analysis based on the 1997 Uniform Building Code NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1997 UBC. It is a guide to selected sections of the code. Report created using Plan Analyst software by b w & a. (719) 599 -5622 Portions of the material contained in this program are reproduced from the Uniform Building Code with the permission of the International Conference of Building Officials. SEPARATION DIRECTION BOUNDARY AREA INCREASE NORTH Property line 8.0 Feet EAST Property line 23.5 Feet SOUTH Property line 10.5 Feet WEST Property line 85.0 Feet Allowable area increased 4.38% for open -- Sec. 505.1 FL NAME 1 Office B TOTAL FOR FLOOR B1 Storage /Stock Room S2 B1 Mechanical Room B TOTAL FOR FLOOR BUILDING TOTAL -- Sec. 504 and Table 5 -B Date: October 30, 2001 Contractor: Morgan Architect: Prestwich Engineer: Report By: VAL CHRISTENSEN FIRE PROTECTION 8.0 Feet 23.5 Feet 10.5 Feet 85.0 Feet area on 2 sides. OCC MAX FLR AREA ALLOWED RATIO STATUS ok 2980 8350 0.36 ok 2980 8350 0.36 ok ok 540 12525 0.04 ok ok 682 8350 0.08 ok 1222 9792 0.12 ok 2980 8350 0.36 ok Code review for: Project Id.: Dr. Barton's Office Address: Professional Plaza Page # 2 The actual height of this building is 21. feet. The maximum height of the building is 40. feet. -- Table 5 -B EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5 -A NORTH For Bearing Non- Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required B 1 hour 1 hour 3/4 hour Any Yes S2 0 hour 0 hour 3/4 hour Any No EAST For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required B 0 hour 0 hour None Any No S2 0 hour 0 hour None Any No SOUTH For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required B 1 hour 1 hour None Any No S2 0 hour 0 hour None Any No WEST For Bearing Occupancy Wall B 0 hour S2 0 hour Non - Bearing Opening Construction Parapet Wall Protection Material Required 0 hour None Any No 0 hour None Any No None -- No fire protection requirements for openings. 3/4 hour -- Openings are to be protected with 3/4 hr fire assemblies. 50% of the area of the wall maximum. -- Table 5 -A, Footnote 5 & Sec. 503.2.2 Maximum single window size is 84 sq.ft. with no dimension greater than 12 feet. -- Sec. 713.8 Not Allowed -- Openings are not permitted in this wall. Code review for: Project Id.: Dr. Barton's Office Address: Professional Plaza Page # 3 OTHER BUILDING ELEMENTS Table 6 -A ELEMENT MATERIAL RATING Interior Bearing wall Any 0 hr Interior nonbrg wall Any 0 hr Structural Frame Any 0 hr Exterior Struct Frame Any 0 hr Floor /Ceiling Assembly Any 0 hr Roof /Ceiling Assembly Any 0 hr Stairs Any None NOTES See footnote #1 See Footnote #11 FOOTNOTES: 1) Elements in an exterior wall located where openings are not permitted or where protection of openings is required, shall be protected against external fire exposure as required for exterior bearing walls or the structural frame, whichever is greater. -- Table 6 -A, footnote 1 11) The ceiling of the basement is required to be protected with 1 hr. fire - resistive construction and doors to basements are required to be of 1 3/8 inch thick S.C. wood or a 20 minute fire assembly. -- Sec. 712 Code review for: Project Id.: Dr. Barton's Office Address: Professional Plaza Page # 4 PENETRATIONS OF FIRERESISTIVE ASSEMBLIES WALLS ASSEMBLIES -- Sec. 709.6 Through penetrations: 1) Penetrations shall be installed as tested in the rated assembly. -- Sec. 709.6.2 2) Penetrations shall be protected by an approved penetration firestop system and shall have an F rating of not less than the required rating of the wall penetrated. -- Sec. 709.6.3 Exception: When penetrating items are steel, ferrous or copper pipes or steel conduits and the wall is concrete or masonry, the annular space shall be permitted to be grout or mortar. The minimum thickness is the thickness required to maintain the fire rating. The maximum size of the penetrating items is equivalent to a 6 -inch diameter and the opening is a maximum of 144 square inches. -- Sec. 709.6.1 Membrane penetrations: The requirements are the same as for through penetrations. -- Sec. 709.7 Exceptions: 1. Steel electrical outlet boxes that do not exceed 16 square inches provided that the area of such openings does not exceed 100 square inches for any 100 square feet of wall area. Boxes on opposite sides of the assembly shall be separated by a horizontal distance of not less than 24 inches. 2. Sprinklers with metal escutcheon plates. Noncombustible penetrating items shall not be connected to combustible materials on both sides of the membrane unless it can be confirmed that the fire - resistive integrity of wall is maintained. -- Sec. 709.7 Code review fox: Project Id.: Dr. Barton's Office Address: Professional Plaza Page # 5 FLOOR /CEILING AND ROOF /CEILING ASSEMBLIES -- Sec. 710.2 Through pentrations: Through penetrations of fire- resistive horizontal assemblies shall be enclosed in fire - resistive shaft enclosures. -- Sec. 710.2.1 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, pipes, tubes and vents through a single concrete floor, the annular space shall be permitted to be grout or mortar. The minimum thickness is the thickness required to maintain the fire rating. The maximum size of the penetrating items is equivalent to a 6 -inch diameter and the opening is a maximum of 144 square inches. 2. Electrical outlet boxes that have been tested for use in fire - assemblies. The system shall have an F rating and a T rating of not less than one hour but not less than the required rating of the floor system. -- Sec. 710.2.3 Exception: Floor penetrations contained and located within the cavity of a wall do not require a T rating. Membrane penetrations: The requirements are the same as for through penetrations. -- Sec. 710.3 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, electrical outlet boxes, pipes, tubes and vents through concrete or masonry and the annular space is protected by an approved penetration firestop assembly or protected to prevent the free passage of flame and products of combustion. Such penetrations shall not exceed an aggregate area of 100 square inches in any 100 square feet of ceiling area in assemblies without penetrations. 2. Electrical outlet boxes that have been tested for use in fire - assemblies. 3. Sprinklers with metal escutcheon plates. Fire - resistive roofs may have unprotected openings. -- Sec. 710.4 Code review for: Project Id.: Dr. Barton's Office Address: Professional Plaza Page # 6 SMOKE and FIRE DAMPERS -- Sec. 713.10 and 713.11 Dampers shall be accessible for inspection and servicing: 1. Penetrations through area separation walls. Penetrations through occupancy separations. 2. Penetrations of the fire - resistive construction of horizontal exit walls or corridors serving as a means of egress. Exception: Openings for steel ducts penetrating the required fire - resistive construction of corridors are not required to have smoke dampers when such ducts are of not less than 0.019 -inch thickness (26 gage) and have no openings serving the corridor. 3. Penetrations of shaft enclosures. Exceptions: 1. Duct penetrations by steel exhaust air subducts extending vertically upward at least 22 inches above the top of the opening in a vented shaft where the airflow is upward. 2. Penetrations of a fire - resistive floor forming the base of a shaft enclosure may be protected by fire dampers listed for installation in the horizontal position. 3. Smoke dampers are not required when shaft is exhaust only, and is used for continuously operating fans. 4. Penetrations of the ceiling of fire - resistive floor - ceiling or roof- ceiling assemblies. Exception: Smoke dampers are not required. 5. Penetrations of an atrium enclosure element. Exception: Smoke dampers are not required. 6. Penetrations of exterior walls where protection of openings is required. Exception: Smoke dampers are not required. 7. Penetrations of areas of refuge. Exception: Ventilation system designed to supply outside air during an emergency. 8. Smoke dampers are required in smoke barriers and elevator lobbies. Code review for: Project Id.: Dr. Barton's Office Address: Professional Plaza Page # 7 DRAFT STOPS: If there is combustible construction in the floor /ceiling assembly, draft stops shall be installed so that the area of concealed space does not exceed 1,000 square feet and so that the horizontal dimension between stops does not exceed 60 feet. -- Sec. 708.3.1.1.3 If there is combustible construction in the roof /ceiling assembly, draft stops shall be installed so that the area of concealed space does not exceed 3,000 square feet and so that the horizontal dimension between stops does not exceed 60 feet. -- Sec. 708.3.1.2.2 EXIT REQUIREMENTS: FL NAME NUMB MIN MIN PANIC HALLWAY/ DOOR NOTES OCC EXITS WIDTH HDWR CORRIDOR SWING 1 Office TOTAL 30 2 6.0 No N/A N/R 30 2 6.0 No N/A N/R Bi Storage /Stock Room 2 1 0.4 No N/A N/R B1 Mechanical Room 2 1 0.4 No N/A N/R TOTAL 4 2 1.2 No N/A N/R In areas where 2 exits are required, the minimum separation is 1/2 of the maximum diagonal of the area or floor. -- Sec. 1004.2.4 When 2 exits are required, exits must be arranged so that it is possible to go in either direction from any point in a corridor or hallway to a separate exit, except for dead ends not exceeding 20 feet in length. -- Sec. 1004.2.6 Code review for: Project Id.: Dr. Barton's Office Address: Professional Plaza Page # 9 STAIR NOTES: Public stairways: 1) The rise of steps shall not be less than 4 inches or greater than 7 inches. The minimum run is 11 inches. The maximum variation is 3/8 inch in a flight of stairs. -- Sec. 1003.3.3.3 2) The minimum width of a stairway is 36 inches, 44 inches if the occupant load is greater than 49. -- Sec. 1003.3.3.2 Also see exit table above to see if minimum width is greater than 44 inches. 3) Provide a handrail on both sides of stairway 34 to 38 inches above the nosing. May be on one side of stairways less than 44 inches wide. - - Sec. 1003.3.3.6, Exception 1 4) Provide a guard rail where drop off is greater than 30 inches. - - Sec. 509.1 5) The minimum height is 42 inches. -- Sec. 509.2 6) Open guardrails shall have intermediate rails or ornamental pattern such that a sphere 4 inches in diameter cannot pass through. -- Sec. 509.3 The triangular opening formed at the riser, tread and guardrail may be 6 inches. -- 509.3, Exception 2 7) The minimum headroom is 6 ft.- 8 inches. Such clearance shall be measured vertically from a plane parallel and tangent to the stairway tread nosing to the soffit above at all points. -- Sec. 1003.3.3.4 8) Enclosed usable space under the stairs is required to be protected as required for 1 hr. fire - resistive construction. -- Sec. 1003.3.3.9 LANDINGS AT DOORS: 1) A floor or landing shall be provided on each side of doors. When access for persons with disabilities is required. the floor or landing shall not be more than 1/2 inch lower than the threshold. When access is not required, the maximum is 1 inch. -- Sec. 1003.3.1.6 2) Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater. Where a landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half it required width. The minimum length in the direction of exit travel is 44 inches. - - Sec. 1003.3.1.7 TRAVEL DISTANCE: (distance to an exit) The maximum travel distance in this building is 200 feet. -- Sec. 1004.2.5.2.1 Travel distance shall not be limited within an exit enclosure or exit passageway. -- Sec. 1005.2.2 Code review for: Project Id.: Dr. Barton's Office Address: Professional Plaza Page # 10 BUILDING ACCESSIBILITY: In offices (except health -care providers) and retail sales floors, with an aggregate area of not more than 3000 above or below the accessible floor need not be accessible. -- Sec. 1103.2.2 Exception 1) This building including each tenant shall be provided with at least one entrance which complies with the accessible route provisions of CABO /ANSI A117.1. At least 50 percent of all entrances shall be accessible. -- Sec. 1103.2.3 2) When more that one exit is required from any accessible space, each accessible portion of the space shall be served by not less than two accessible means of egress. -- Sec. 1104.1.1 3) When an exit stairway is part of an accessible means of egress, the stairway shall have a clear width of not less than 48 inches between the handrails. The stairway shall either incorporate an area of refuge within an enlarged story -level landing or shall be accessed from an area of refuge. -- Sec. 1104.1.2 The area of refuge shall have direct access to the stairway that serves it. -- Sec. 1104.2.1 4) Each area of refuge shall be sized to accommodate one wheelchair space not less than 30 inches by 48 inches for each 200 occupants, or portion thereof. -- Sec. 1104.2.3 5) If the area of refuge is not within the stairway, it shall be separated from the rest of the story by a smoke barrier having at least a one - hour fire - resistance rating. Smoke barriers shall extend to the roof or floor deck above. Doors shall be smoke and draft control assemblies with a rating not less than 20 minutes. -- Sec. 1104.2.4 6) Two -way communications are required. -- Sec. 1104.2.5 7) Each area must be identified by a sign stating AREA OF REFUGE and the international symbol of accessibility. -- Sec. 1104.2.7 8) NOTE: Exit stairways in buildings protected throughout by an approved automatic sprinkler system are NOT required to incorporate an area of refuge. -- Sec. 1104.1.2, Exception 2 ROOFING REQUIREMENTS: 1) The roofing on this building is required to be Class C. -- Table 15 -A 2) See section 1504 and ICBO research reports for requirements. Code review for: Project Id.: Dr. Barton's Office Address: Professional Plaza Page # 11 AUTOMATIC SPRINKLER SYSTEMS: If openings are not provided in each 50 feet of exterior wall or there is floor area more than 75 feet from an exterior opening, an automatic sprinkler system is required. -- Sec. 904.2.2 Note: Openings shall have a minimum dimension of 30 inches. There must be at least 20 sq.ft. of opening in every 50 lineal feet of wall. NOTE: Openings must be entirely above the adjoining ground level. STANDPIPE REQUIREMENTS: There is no requirement for a standpipe. -- Table 9 -A FOOTNOTES: VENTILATION: All areas customarily occupied by humans shall be provided with natural ventilation by means of openable exterior openings with an area of not less than 1/20 of the total floor area or shall be provided with a mechanically operated ventilation system. Such system shall be capable of supplying a minimum of 15 cubic feet per minute of outside air per occupant. -- Sec. 1202.2.1 WALL AND CEILING FINISH: 1) Wall and ceiling finish materials are required to comply with Sec. 804.1 and Table 8 -B. 2) Carpeting on the ceiling is required to have a Class I flame spread rating. -- Sec. 804.2 3) Textile wall coverings shall have Class I flame spread rating. and shall be protected by automatic sprinklers or meet the acceptance criteria of U.B.C. Standard No. 8 -2 -- Sec. 805 4) Toilet room floors shall have a smooth, hard nonabsorbent surface that extends upward onto the walls at least 5 inches. -- Sec. 807.1.1 5) Walls within 2 feet of the front and sides of urinals and water closets shall have a smooth, hard nonabsorbent surface. -- Sec. 807.1.2 INSULATION NOTES: 1) All insulation material including facings are required to have a flame - spread rating of 25 or less and a maximum smoke density of 450 unless it is in a concealed space and the facing is in contact with a wall or ceiling. -- Sec. 707.3 exc.2 2) Foam plastic insulations are required to be protected. -- Sec. 2602 Code review for: Project Id.: Dr. Barton's Office Address: Professional Plaza ADDITIONAL REQUIREMENTS: For B occupancy For S2 occupancy Page # 12 18' -0" 24' -O' t 18' -0' SITE DEVELOPMENT PLAN eca2: - I .,. •■•••. Imm.... ■•■•... ••••114... ■■•■.......e .. - .....••.....■•... ....••••• • t .o FOT PROPERTY LINE GYpoa t:70.4 • . �. . ad • O O d a V �DO d Y ° a=44 ? 179 _0 NEW PROPERTY LINE LEGAL DESCRIPTION LOT 2 AND PART OF LOT 3 MADISON PROFESSIONAL PAR BLOCK 7, OTY OF REXBIRtG, MADISON COUNTY, IDAHO NOIZTI 1