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HomeMy WebLinkAboutCO & DOCS - 02-00006 - Nauvoo ApartmentsCERTIFICATE OF OCCUPANCY City of Rexburg Department of Building Inspection Building Permit No. R- o2 -o3 -o7 Building Street Address: 175 West 5 South Building Owner: Nauvoo LLC Contractor: Sommer Masonry In Construction, Inc. Description of building or portion of building for which this certificate is issued: Commercial - 17 Apartments Occupancy: Full This Certificate, issues) rsuant to tbe requirements of Section 109 of tbe Uniform Bui(ain9 Cos)e, certifies that at t e time of issuance this bui(s)ing or that portion of the bui(s)ing that was inspect@ on the bate list@ was f ouns) to be in compliance with tbe requirements of the cobe for tbe group a@ s)ivision of occupancy an? the use for which the propose occupancy was c(assi f i @. Date: 08 -28 -2002 C.O. Issued by: Building Official There shall be no future change in the existingoccupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Buildi9g Official has reviewed and approved said future changes. �� - ire Department Water Department Date of Application - ? .3 — 0)- OWNER N a m e N AVL V O G . L G Site Address I mo' 1&J '-2 - nt S. 'fk fJuie-G 3-1) 3 L1`69 Mailing Address { City /State/Zip e-L rT 42 d .3 «e Telephone/Fax/Mobile 1 ' Tt W — r•' d / CONTRACTOR Name -5 V! ea- , A k-SO nl p . /\( COn1. N / i Mailing Address 3 Y✓ t 4 tJ. 3 (.1 ( � J Cit / State/Zip 4� 1 2j d ' 3,3 Telephone/Fax/Mobile ? ' 10 CV , �T - 9i " 157-3r- )t ! 12 � ? — CELL— Circle One Residential Circle One New House Addition/Remodel to House Circle One Basement': None /) Finished / Unfinished Lot Square Footage `--� Lot Width Square Feet Signature of Applicant APPLICATION FOR BUILDING PERMIT CITY OF REXBURG, IDAHO Educational Government Othe Permit No. /G 00? -- ®c3 "67 PROJECT INFORMATION DEPARTMENT APPROVAL Property Zone: Is existing use compatible with zoning, (screening parking, etc) When was this building last occupied (- Architect/ Engineer Firm �11. V0 (;� �j' KCdC, Plan Name f'I P(t/t O ° 14-C, 401400 C(U kt i .I Subdivision Lot Block Remodel Other ew Commercial. Commercial Remodel None / ;Patio/ Carport/ Awning N/A -.. ✓ ( 1 Garage Square Feet Number of ies -' Height of Building What will structure be used for: Home Home Busines Apartment Commercial Other Will there be an apartment? le;5 If so, how many units I Total Estimated Cost I / 0 50, CVO Are you in a flood plain IV 0 ** *********** ***** *********** ***** *********** ***** *********** ***** *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Code / g�� �7 L' Building Permit Fees 5 / / / 2 6 Zone /p Plan Check Fees 57 ej. Building Type L y r vi Plumbing Permit Fees Digging Permit Fe Water & Sewer Fe: s / 1 TOTAL $ Signature of Inspector Ly�� Issued by Rough Plumbing .. Septic Tank Fixtures Water Piping Complete Sewer Bath Tubs .. Urinal Showers Sink Trap Laundry Trays Water Heater Wash Basin Other Toilet y ' Slop Sinks,, .... Kitchen Sinks Floor Drain? Drinking Fountains Lawn Sprinklers Water Softeners I Dish Washing Mach. Clothes Washer Name "' Address Lot Bik. Name CITY OF REXBURG APPLICATION FOR PLUMBING PERMIT OWNER FEES PLUMBER Add. Address Tel. NATURE OF INSTALLATION Use DESCRIPTION OF WORK Plumbing Permit Sewer Inspection Inspection of Pipe Inspection of Fixtures TOTAL Received: Date ",4 of '? `^ v Rough Plum Sewer Other 9 Finish Plumbing INSPECTOR'S RECORD 4 N MAR 1 n 2002 INSP. NAME E Excavation & 7= - t hwcrk : g 1 n1.-T. Concrete: Masonry: Roofing: Insulation: I dES Drywall: Painting: A 'PEJ I2)J -ETA14 Floor Coverings: Plumbing: I ?e Heating; Roof Trusses: Cabinets: _Cts 6ni - 0 GA Sr Svin rf4 (o S`r. , /G CI ocr�,Ic, P eATh L fL Floor / Ceiling Joists: Siding /Exterior Trim: SUBCON R ► TRACTO�t �.. f E altt^1 i �- Electrical: CAS-'L , C - v SPECIAL CONSTRUCTION (MANUFACTURER OR SUPPLIER) Pk. ite rdl 4 /IL 5-1(.. ^ ft- Oky w t 1 r REXBURG MADISON COUNTY FIRE DEPARTMENT P.O. Box 280 26 North Center Rexburg, Idaho 83440 (208) 359 -3010 1997 Uniform Fire Code Plan Date: 1/21/02 Plan Review Review Date: 1/30/02 Building Name: NAUVOO HOUSE, PHASE II Building Address: WEST 5 SOUTH Stories: THREE Type of Construction: V -I Occupancy Classification: R -1 New Construction Floor Area: APPROXIMATELY 21,600 square feet (EACH BUILDING) 1).Required Fire Flow (Appendix III -A): 1500 GPM FOR TWO HOURS Comments: AUTOMATIC SPRINKLER PLANS NOT SUBMITTED AT THIS TIME, WILL NEED FOR COMPLETE REVIEW 2).Water Supply (Article 9, Section 903) Required: YES Fire Hydrant Location: 650 SOUTH 2 WEST, 2 WEST 5 SOUTH, NAUVOO PARKING LOT Fire Hydrant Flows: OK Fire Flow Test Location: AS NOTED ABOVE 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: NO Length: NO Surface: UNKNOWN Turning Radius: OK Vehicle Vertical: UNKNOWN Clearance: OK Turn Arounds: OK Complete Road Acceptable: YES, FOR ONE BUILDING ONLY, SEE COMMENTS. Comments: IT IS MY UNDERSTANDING THAT ONLY ONE BUILDING WILL BE BUILT AT THIS TIME (ON THE NORTH EAST CORNER) MEASURING APPROXIMATELY 200 FEET X 33 FEET. FIRE APPARATUS ACCESS IS ACCEPTABLE ON THIS BUILDING ONLY, WITH THE ADDITION OF FOLLOWING PHASES ACCESS WILL HAVE TO BE ADDRESSED. SEE ATTACHED UNIFORM FIRE CODE SECTION 902.2.1. 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: IF NOT INSTALLED 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: MINIMUM SIZE 2 -A 10BC MOUNTED IN EACH UNIT /OCCUPANCY Comments: 6).Automatic Fire Extinguishing Systems: (Article 10 Section 1003 Required: REQUIRED, NO PLANS SUBMITTED AT THIS TIME. Sprinkler System Monitoring Required (Article 10 Section 1003.3) Required: YES IF OVER 100 HEADS Comments: 7).Standpipes (Article 10 Section 1004) Required: NO Type Required: Comments: 8).Ventilating Hood And Duct Fire Extinguishing System (Article 10 Section 1006.2) Required: Type Being Provided: Comments: 9).Fire Alarm Systems (Article 10 Section 1007)Required: YES, SEE COMMENTS 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: Door Holders: manner: Sounding Devices: Visual Devices: Duct Detectors: Flow Alarm: Sprinkler Valve Monitoring: Fire Alarm System Acceptable: Comments: PLANS NOT SUBMITTED FOR ALARM SYSTEM. WILL ALSO REQUIRE SUBMITTALS OF ALARM CONTROL AND TROUBLE SIGNALING EQUIPMENT, ANNUNCIATION, POWER CONNECTION, BATTERY CALCULATIONS, CONDUCTOR TYPE AND SIZES, VOLTAGE DROP CALCULATIONS, MANUFACTURERS, MODEL NUMBERS, AND LISTING INFORMATION FOR EQUIPEMNT, DEVICES, AND MATERIALS, AND INTERFACE CONNECTIONS. 10).Other Corrections That Are Required By Special Occupancy Or Conditions: Plans As Submitted Are Acceptable: NO Plans Checked By: Chris Huskinson Date: 2 -2 -02 Please furnish comments back to the plan reviewer in the following Written Comments: YES New Plans: YES 902.2 Fire. Apparatus Access Roads. 902.2.1 Required access. Fire apparatus access roads shall be provided in accordance with Sections 901 and 902.2 for every facility, building or portion of a building hereafter constructed or moved into or within the jurisdiction when any portion of the facility or any portion of an exterior wall of the first story of the building is located more than 150 feet (45 720 mm) from fire apparatus access as measured by an approved route around the exterior of the building or facility. See also Section 902.3 for personnel access to buildings. EXCEPTIONS: 1. When buildings are completely protected with an approved automatic fire sprinlder system, the provisions of Sections 902.2.1 and 902.2.2 may be modified by the chief. 2. When access roads cannot be installed due to location on property, topography, waterways, nonnegotiable grades or other similar conditions, the chief is authorized to require additional fire protection as specified in Section 1001.9. 3. When there are not more than two Group R, Division 3, or Group U Occupancies, the requirements of Sections 902.2.1 and 902.2.2 may be modified by the chief. More than one fire apparatus road shall be provided when it is determined by the chief that access by a single road might be impaired by vehicle congestion, condition of terrain, climatic conditions or other factors that could limit access. For high -piled combustible storage, see Section 8102.6.1. For required access during construction, alteration or demolition of a building, see Section 8704.2. L Pursuant to the provisions of the Uniform Building Code, the undersigned requests that a building permit be issued for: Dated this A day o REQUEST FOR A CONDITIONAL BUILDING PERMIT FOR PARTIAL BUILDING CONSTRUCTION Nauvoo LLC Acknowledgment is made that the plans for the complex have been submitted and that final approval of the building will not be given until the plans have been approved. We recognize that proceeding with partial construction at this time is entirely at the risk of the Architect/Owner with there being no assurance that the final Certificate of Occupancy for the entire building or structure will be granted. We further absolve the City of Rexburg and officers and employees thereof, of all responsibility for the issuance of a partial permit and further agree that any work performed under this permit will be removed or otherwise corrected to be in accord with the requirements of the final approved plans when a permit for the entire building or structure is finally granted. , 2002. REQUEST FOR A CONDITIONAL BUILDING PERMIT FOR PARTIAL BUILDING CONSTRUCTION TO: Building Official for the City of Rexburg Pursuant to the provisions of the Uniform Building Code, the undersigned requests that a building permit be issued for: Footings and Foundations only at 175 W. 5"' South Acknowledgment is made that the plans for the complex are not complete and that final approval of the building will not be given until the final plans have been approved. We recognize that proceeding with partial construction at this time is entirely at the risk of the Architect/Owner with there being no assurance that the final Certificate of Occupancy for the entire building or structure will be granted. We further absolve the City of Rexburg and officers and employees thereof, of all responsibility for the issuance of a partial permit and further agree that any work performed under this permit will be removed or otherwise corrected to be in accord with the requirements of the final approved plans when a permit for the entire building or structure is finally granted. Dated this 9` day of April, 2002. Approved: CITY OF REXBURG By NAUVOO, LLC By Title 1/28/2002 Jared Sommers Nauvoo House 175 West 5 South Rexburg, ID 83440 Dear Jared, I have reviewed the plans for Nauvoo I1 and have identified the following discrepancies: 1. On page S -8 the snow load is listed at 30 lb /sq. ft. when it should be listed as 35 lb /sq. ft. Please re -do calculations based on this information and provide us with copies of any changes. 2. The 1997 Uniform Building Code (UBC) Section 310.2.2 requires that the building be constructed as I -hr. fire resistive. Please identify on plans that the building is to be built as Type V-1 hr. 3. On page A -5, show fire- blocking where floors and roof meet adjacent stud walls. 4. The Fire Department has not reviewed the drawings at this time. We need another complete set of plans. Please provide me with 2 new copies of the corrected plans. If you have any questions, please give me a call at 359 -3020 ext. 324. P.O. Box 280 XO North Center Street // Rexburg, Idaho 83440 Phone (208) 359 -3020 Fax (208) 359 -3022 e -mail rexburg@ci.rexburg.id.us Val Christensen Building Official c.c. John Millar Chris Huskinson STATE OF IDAHO www.ci.rexburg.id.us STEPHEN J. McGRATH GREGORY P. MEACHAM BRYAN D. SMITH` JUSTIN R. SEAMONS 'ALSO ADMITTED IN CALIFORNIA City of Rexburg Attn: Stephen P. Zollinger P.O. Box 280 Rexburg, ID 83440 Re: David G. Beckstrand / Nauvoo House. Dear Stephen: LAW OFFICES OF McGRATH, MEACHAM, SMITH & SEAMONS, PLLC 414 SHOUP POST OFFICE BOX 50731 IDAHO FALLS, IDAHO 83405 TELEPHONE (208) 524 -0731 FAX (208) 529 -4166 e -mail: infoaeidaholaw.com August 1, 2001 SWAN VALLEY OFFICE 980 RAINEY CREEK ROAD SWAN VALLEY, IDAHO 83449 TEL (208) 483 -2002 I have prepared this letter to confirm our telephone conversation on July 11, 2001. As you recall, I sent the following documents to John Millar on May 30, 2001: 1. A current or "as- built" Site Development Plan 2. A Grading Plan, dated January 15, 1999 Mr. Millar requested the foregoing documents in order to respond to Mr. Beckstrand's request for a formal letter, stating that the original ratio for parking at the Nauvoo House will apply to the remainder of the construction. The original ratio was 0.7 spaces per person. Mr. Millar told you and me that he could prepare the letter in approximately seven days; however, I have not yet received the letter. Please check on the status of the letter as soon as possible. Thank you for your cooperation. cc: David G. Beckstrand Respectfully yours, in R. Seamo MD. September 18, 2001 Nauvoo, LLC 333 W. 49t Street Idaho Falls, ID 83404 ATTN: David Beckstrand RE: Nauvoo House Phase 2 Dear Dave: STATE OF IDAHO www.ci.rexburg.id.us 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 We have reviewed the proposed completion of the Nauvoo House Phase 2 to determine whether or not it has merit for grandfathering of parking requirements from previously approved work. As you are aware, the Rexburg City Council rescently changed the parking requirements for non- family housing from .7 parking stalls per bed to 1.0 stalls per bed. This requirement went into effect approximately one year ago and effectively requires all new construction to provide 1.0 parking stalls for each bed in any non - family housing. Due to the fact that your development was approved on an overall site plan which included the entire project and with the fact that a portion of the parking facilities were actually constructed as a portion of Phase 2 our review has concluded that there is merit for grandfathering your parking under the 0.7 parking stall requirement. This grandfathering will run with the property and will allow for the completion of the development as approved in the initial site plan. The only change to this would be if the existing development proves to provide insufficient parking at the 0.7, the City reserves the right to review parking requirements to insure that adequate parking is provided for all units as currently governed by our existing City ordinances. Nauvoo, LLC Page Number Two September 18, 2001 If you have questions on this issue please contact me at your convenience. Yours truly, CITY OF REXBURG v ohn Millar, ' LS ublic Facilities Coordinator , ./Jan.28. 2002 6:11PM 2085240229 No.1289 P 1 HARPER - LEA VITT ENGINEERING, INC. CXYXX, GEOT,ECRNXCAL & STRUCT ML ENGINEERING, MATERIALS TESTING & LAND SURVEYING Fax Cover Sheet To: Val Christensen From: D. Ryan Briggs E.I.T. cc: file Re: Storm Water Detention Tank Design Caics. Fax: 359 -3022 Pages: 1 of 2 Date: 1/28/2002 • Comments: Project: Nauvoo House, Phase 11 Proj. #: 2001871 D Urgent DiE For Review D Please Comment D Please Reply ID Please Recycle I went through the calculations to verify my numbers and found that the orifice had to be reduced from a six inch (6 ") to a five inch (5 "). I will make that change to the plans. If you have any questions please feel free to call me at any time. - CiAN Harper Leavitt Ennineerin& Inc - 985 NCapital Ave * P.O. Box 50691 * Idaho Falls IA 83405 • (208) 524 -0212 •,par (208) 524 -0229 41 rlan.28. 2002 6:11PM 2085240229 No.1289 P 2 Storm Water Design for Drainage Basin Orifice size David Beckstrand Nauvoo House Phase II Job No. 2001871 MOM 0 -00 Wm01 h 2.1755 0.98 0 0.2164 0.2 aavin mr 2.8043 0.4123 RAINESEN 0.5 A 1.402 2.381 ft • ° e i ififiu f; lifh }1� _ • ir .r'�I�t 39.74 12.96. 8.20. 122153.66 122153.66 2.80 2.80 0.5 0.85 min 39.74 21.16 Total Area 20 Year Storm 1.500 3.691 270.05 664.43 Rainfall Peak storm Intensity 1 Discharge Duration in/hr cis hours Storage Tank Size Tank length Pipe size 50 12 18 24 36 48 difference 51 39.3 40.1 88.4 90.1 157.1 160.2 353.4 360.5 628.3 640.9 A= 0/(CSQRT(2*g*H) = C= H - Paved Area Area Rational Method ft acre Coefficient C Area Rational Method ft2 acre Coefficient C Runoff Volume ft 52 40.8 91.9 163.4 367.6 653.5 A= A Orifice Dia = Lawn Area Area Rational Method 2 acre Coefficient C Time of Concentration Overland Weighted Runoff Coefficient C 53 41.6 93 -7 166.5 374.6 666.0 0.1311 ft 18.88 in 4.90 in HARPER - LEAVITT ENGINEERING, INC. MIL • MUMMA 4NO GSPTECN ICAL ENOINEENNQ mamma Tz vca LAND sfltvrrinu 985 NCaplaal Ave P.D. Box 50691 Idaho Falls Idaho 83405 (208) 5244212 Fax: (208) 5244229 Distance ft 54 42.4 95.4 169.6 381.7 678.6 Avg SIo Gravel Area Area Rational Method ft acre Coefficient C Pipe Time Distance Avg 55 58 57 43.2 44.0 44.8 97.2 99.0 100.7 172.8 175.9 179.1 388.8 395.8 691.2 703.7 7163 ft 5lo.e Time min 58 59 45.6 46.3 102.5 104.3 1822 185.4 410.0 417.0 728.8 741.4 Total Time min Project Number: 02_04 Project Name: Nauvoo II Address: 2nd West and 5th South Occupancy: R1,B Construction: V -lhr CITY OF REXBURG ENGINEERING 12 NORTH CENTER REXBURG, IDAHO 83440 (208)359 -3020 Plan analysis based on the 1997 Uniform Building Code Date: January 29, 2002 Contractor: Jared Sommers Architect: Sunberg Engineer: Report By: VAL CHRISTENSEN 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. NFPA 13 sprinkler system throughout the building Sprinkler system used for allowable story increase -- Sec. 506 SEPARATION DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION NORTH Public way 95.0 Feet 60.0 Feet EAST Property line 20.0 Feet 20.0 Feet SOUTH Property line 100.0 Feet 100.0 Feet WEST Building 200.0 Feet 100.0 Feet Allowable area increased 100.% for open area on 3 sides. -- Sec. 505.1 Code review for: Project Id.: Nauvoo II Address: 2nd West and 5th South FL Page # 2 NAME OCC MAX FLR AREA ALLOWED RATIO STATUS 3 Apartment or Condo R1 ok 1184 21000 0.06 ok 3 Apartment or Condo R1 ok 1184 21000 0.06 ok 3 Apartment or Condo R1 ok 1184 21000 0.06 ok 3 Apartment or Condo R1 ok 1184 21000 0.06 ok 3 Apartment or Condo RI ok 1184 21000 0.06 ok 3 Laundry B ok 80 21000 0.0 ok 3 Laundry B ok 80 21000 0.0 ok TOTAL FOR FLOOR 6080 21000 0.29 ok 2 Apartment or Condo R1 ok 1184 21000 0.06 ok 2 Apartment or Condo R1 ok 1184 21000 0.06 ok 2 Apartment or Condo RI ok 1184 21000 0.06 ok 2 Apartment or Condo R1 ok 1184 21000 0.06 ok 2 Apartment or Condo R1 ok 1184 21000 0.06 ok 2 Laundry B ok 80 21000 0.0 ok 2 Laundry B ok 80 21000 0.0 ok TOTAL FOR FLOOR 6080 21000 0.29 ok 1 Apartment or Condo R1 ok 1184 21000 0.06 ok 1 Apartment or Condo R1 ok 1184 21000 0.06 ok 1 Apartment or Condo R1 ok 1184 21000 0.06 ok 1 Apartment or Condo R1 ok 1184 21000 0.06 ok 1 Apartment or Condo R1 ok 1184 21000 0.06 ok 1 Laundry B ok 112 21000 0.01 ok 1 Laundry B ok 112 21000 0.01 ok TOTAL FOR FLOOR 6144 21000 0.29 ok BUILDING TOTAL 18304 42000 0.44 ok -- Sec. 504 and Table 5 -B The allowed area for the major use was used for minor accessory areas. NOTE: Accessory area cannot exceed the allowed area in Table 5 -B. -- Sec. 504.3 exc. 1 The maximum allowed R1 area on the 2nd floor is 3000 sq.ft. unless the building is of 1 hour fire - resistance construction. -- Sec. 310.2.2 The actual height of this building is 30.5 feet. The maximum height of the building is 50. feet. -- Table 5 -B Code review for: Project Id.: Nauvoo II Address: 2nd West and 5th South Page # 3 EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5 -A NORTH For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R1 1 hour 1 hour None Any No B 1 hour 1 hour None Any No EAST For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R1 1 hour 1 hour None Any No B 1 hour 1 hour None Any No SOUTH For Bearing Non- Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R1 1 hour 1 hour None Any No B 1 hour 1 hour None Any No WEST For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R1 1 hour 1 hour None Any No B 1 hour 1 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.: Nauvoo II Address: 2nd West and 5th South Page # 4 OTHER BUILDING ELEMENTS Table 6 -A ELEMENT MATERIAL RATING NOTES Interior Bearing wall Any 1 hr Interior nonbrg wall Any 1 hr See Footnote #7 Structural Frame Any 1 hr Exterior Struct Frame Any 1 hr See footnote #1 Shaft Enclosure Any 1 hr Floor /Ceiling Assembly Any 1 hr Roof /Ceiling Assembly Any 1 hr See Footnote #8 Stairs Any None NOTE: See Section 711 for shaft enclosure exceptions. 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 7) Nonload- bearing walls within a dwelling unit that are not part of a corridor may be of: a) Noncombustible (nonrated) materials b) Fire retardant - treated wood c) Combustible framing with noncombustible covering in Type III and V construction -- Sec. 601.5.2.2 8) If the entire roof structure is 25 feet or more above any floor, the fire rating may be allowed to be eliminated. See limitations and requirements. -- Sec. 606.5 Code review for: Project Id.: Nauvoo II Address: 2nd West and 5th South Page # 5 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 for: Project Id.: Nauvoo II Address: 2nd West and 5th South Page # 6 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.: Nauvoo II Address: 2nd West and 5th South Page # 7 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.: Nauvoo II Address: 2nd West and 5th South Page # 8 DRAFT STOPS: If there is combustible construction in the floor /ceiling assembly, draft stops shall be installed in line with walls separating individual dwelling units and guest rooms from each other and from other areas. -- Sec. 708.3.1.1.2 If there is combustible construction in the roof /ceiling assembly, draft stops shall be installed in line with walls separating individual dwelling units and guest rooms from each other and from other areas. -- Sec. 708.3.1.2.1 When sprinklers are installed in the attic, the area may be 9,000 sq.ft. and the greatest horizontal dimension may be 100 feet. OCCUPANCY SEPARATIONS -- Table 3 -B R1 -B lhr Shops and offices less than 10% of floor area need not be separated. -- Sec. 302.1 exc. 2.3 HEATING EQUIPMENT SEPARATION: FOR R1 OCCUPANCY: A 1 hr. occupancy separation is required around rooms containing a boiler or central heating unit serving more than one unit. -- Sec. 302.5 exc. 2 FOR B OCCUPANCY: A 1 hr. occupancy separation is required around rooms containing a boiler or central heating unit greater than 400,000 BTU input. -- Sec. 302.5 ADDITIONAL SEPARATIONS: A refrigeration machinery room shall be separated from the remainder of the building as required for an H7 occupancy regardless of area. A horizontal occupancy separation may be limited to the actual floor area of the machinery room. Structural supporting elements shall be protected for the type of construction only. -- Sec. 2802 A 4 hour separation is required from an R1 occupancy. -- Table 3 -B FOR R1 OCCUPANCY: A 1 hr. occupancy separation is required around common storage and laundry rooms. -- Sec. 310.2.2 A 1 hr. fire separation is required between dwelling units. -- Sec. 310.2.2 Code review for: Project Id.: Nauvoo II Address: 2nd West and 5th South Page # 9 EXIT REQUIREMENTS: FL NAME NUMB MIN MIN PANIC HALLWAY/ DOOR NOTES OCC EXITS WIDTH HDWR CORRIDOR SWING 3 Apartment or Condo 6 1 1.2 No N/A N/R 3 Apartment or Condo 6 1 1.2 No N/A N/R 3 Apartment or Condo 6 1 1.2 No N/A N/R 3 Apartment or Condo 6 1 1.2 No N/A N/R 3 Apartment or Condo 6 1 1.2 No N/A N/R 3 Laundry 0.0 No N/A N/R 3 Laundry 0.0 No N/A N/R TOTAL 30 2 9.0 No N/A N/R 2 Apartment or Condo 6 1 1.2 No N/A N/R 2 Apartment or Condo 6 1 1.2 No N/A N/R 2 Apartment or Condo 6 1 1.2 No N/A N/R 2 Apartment or Condo 6 1 1.2 No N/A N/R 2 Apartment or Condo 6 1 1.2 No N/A N/R 2 Laundry 0.0 No N/A N/R 2 Laundry 0.0 No N/A N/R TOTAL 30 2 9.0 No N/A N/R 1 Apartment or Condo 6 1 1.2 No N/A N/R 1 Apartment or Condo 6 1 1.2 No N/A N/R 1 Apartment or Condo 6 1 1.2 No N/A N/R 1 Apartment or Condo 6 1 1.2 No N/A N/R 1 Apartment or Condo 6 1 1.2 No N/A N/R 1 Laundry 0.0 No N/A N/R 1 Laundry 0.0 No N/A N/R TOTAL 30 2 6.0 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.: Nauvoo II Address: 2nd West and 5th South Exit signs are required from all areas where 2 or exits are required. - - Sec. 1003.2.8.2, Exception 2 No point to be more than 100 feet from an exit sign. Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approved. -- Sec. 1003.2.8.2, Exception 1 Door swing is based on Sec. 1003.3.1.5 except as noted. Occupant load factor is based on Table 10 -A. Number of exits is based on Table 10 -A except as noted. Exit width is in inches and based on Sec. 1003.2.3 and Table 10 -B Exit width is to be divided approximately equally among exits. - - Sec. 1003.2.3.2 Width shown for all areas is based on other egress components. Width shown for 1st floor is based on other egress components. Width shown for other floors & basements is based on stairways. - - Table 10 -B For the minimum width of doors, see Sec. 1003.3.1.3 For the minimum width of hallways, see Sec. 1004.3.3.2 For the minimum width of corridors, see Sec. 1004.3.4.2 For the minimum width of stairways, see Sec. 1003.3.3.2 FOOTNOTES: Page # 10 FLUSH AND SURFACE BOLTS: Manually operated edge- or surface - mounted flush bolts and surface bolts or any other type of device that may be used to close or restrain the the door other than by operation of the locking device shall not be used. When automatic flush bolts are used, the door leaf having the automatic flush bolt shall not have a door knob or surface - mounted hardware. The unlatching of any leaf shall not require more than one operation. -- Sec. 1003.3.1.8 LOCKS AND LATCHES: Regardless of the occupant load served, exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. -- Sec. 1003.3.1.8 Code review for: Project Id.: Nauvoo II Address: 2nd West and 5th South Page # 11 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 Stairways are required to be in exit enclosures. -- Sec. 1005.3.3.1 1) The walls of the enclosure are required to be 1 hr fire assemblies. -- Sec. 1005.3.3.2 2) The openings into the exit enclosure are required to be 1 hour assemblies. Note: Openings into enclosure are limited to those necessary for egress normally occupied spaces. Doors shall be maintained self- closing or shall be automatic closing by actuation of a smoke detector. -- Sec. 1005.3.3.5 3) A connection to the exterior is required with the same fire protection as the exit enclosure. -- Sec. 1005.3.3.3 4) The space under the stairs (enclosed or not) may not be used for any purpose. -- Sec. 1005.3.3.6 Code review for: Project Id.: Nauvoo II Address: 2nd West and 5th South Page # 12 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 250 feet. -- Sec. 1004.2.5.2.3 Travel distance shall not be limited within an exit enclosure or exit passageway. -- Sec. 1005.2.2 BUILDING ACCESSIBILITY: When there is more than 20 dwelling units, at least 2 percent, but not less than one unit shall be accessible. -- Sec. 1103.1.9.3 See Exceptions in code Code review for: Project Id.: Nauvoo II Address: 2nd West and 5th South Page # 13 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 B or better. -- Table 15 -A 2) See section 1504 and ICBO research reports for requirements. AUTOMATIC SPRINKLER SYSTEMS: If there are 100 or more sprinklers, all valves controlling the water supply and water -flow switches shall be electrically monitored. Valve monitoring and water -flow alarm and trouble signals shall be distinctly different and shall be automatically transmitted to an approved central station, remote station or proprietary monitoring station. -- Sec. 904.3.1 Code review for: Project Id.: Nauvoo II Address: 2nd West and 5th South Page # 14 STANDPIPE REQUIREMENTS: There is no requirement for a standpipe. -- Table 9 -A FOOTNOTES: FIRE ALARM SYSTEM: An approved manual and automatic fire alarm system is required in this building. -- Sec. 310.10 A separate fire alarm system need not be provided in buildings that have a supervised sprinkler system having a local alarm to notify all occupants. -- Sec. 310.10 exc. 2 The alarm system is to be as set forth in the Fire Code. LIGHT AND VENTILATION 1) All habitable rooms require exterior glazed openings equal to 1/10 or more of the floor area. (min 10 sq.ft.) -- Sec. 1203.2 Exception: Kitchens may be provided with artificial light. 2) All habitable rooms require an operable exterior openings equal to 1/20 or more of the floor area. (min 5 sq.ft.) -- Sec. 1203.3 The minimum area in bath rooms is 1 1/2 sq.ft. Exc: Laundry Rooms In lieu of required exterior openings for ventilation, a mechanical ventilation system may be provided. Such system shall be capable of providing two air changes per hour. 3) In bathrooms containing a bathtub or shower and laundry rooms, the ventilation system shall be connected directly to the outside and be capable of providing five air changes per hour. The point of discharge shall be at least 3 feet from any openings which allows air entry into the building. Rooms which only contain a water closet and /or lavatory may be vented using a mechanical recirculating fan designed to remove odors from the air. -- Sec. 1203.3 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 Code review for: Project Id.: Nauvoo II Address: 2nd West and 5th South 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 ADDITIONAL REQUIREMENTS: For R1 occupancy 1) Provide a window or door to the exterior from every room used for sleeping. -- Sec. 310.4. The window must provide a clear open area of 5.7 sq.ft., a clear height of 24 inches(minimum), and a clear width of 20 inches(minimum). -- Sec. 310.4 2) All habitable rooms require exterior glazed openings equal to 1/10 or more of the floor area. (min 10 sq.ft.) -- Sec. 1203.2 3) All habitable rooms require an operable exterior openings equal to 1/20 or more of the floor area. (min 5 sq.ft.) -- Sec. 1203.3 4) Apartments - Provide a smoke detector in all sleeping rooms and areas having access to sleeping rooms. -- Sec. 310.9.1.4 5) Hotel /Motel - Provide a smoke detector in the main room or each sleeping room. -- Sec. 310.9.1.5 6) The minimum ceiling in a habitable space is 7 feet 6 inches except kitchens, halls, and baths may have a ceiling height of 7 feet. -- Sec. 310.6.1 For B occupancy Page # 15 Code review for: Project Id.: Nauvoo II Address: 2nd West and 5th South Page # 16 ACCESSIBLE FACILITIES: NOTE: Except as noted, section numbers listed below are from CABO /ANSI A117.1 - 1992 WATER FOUNTAINS AND WATER COOLERS: At least 50 percent of drinking fountains, but not less than one, provided on every floor shall be accessible. -- UBC Sec. 1105.4.1 Accessible units must comply with the following: 1) Spout is to be within 36 inches of the floor. -- Sec. 4.15.2.1 2) Spout arranged for parallel approach shall be located 3 inches maximum from the front edge. Spouts of cantilevered units with knee and toe clearances shall be located 15 inches minimum from the vertical support and 5 inches maximum from the front edge. - - Sec. 4.15.2.2 3) Spouts shall provide a flow of water 4 inches height minimum. - - Sec. 4.15.2.3 4) Operable parts shall be located at or near the front edge of the unit and shall comply with 4.25.4 -- Sec. 4.15.3 5) A cantilevered unit is required to extend 17 inches minimum from the vertical support. Clear knee space must provide a clear area of 8 inches in depth at 27 inches high and 11 inches at 9 inches minimum above the floor. -- Sec. 4.15.4.1 6) Forward approach units shall comply with 4.2. Units in alcoves shall comply with 4.2.4.4. Units not having the necessary knee and toe clearance or clear space under them shall comply with 4.2.4 and have a clear floor space that allows a person in a wheelchair to make a parallel approach. -- Sec. 4.15.4.2 TOILET FACILITIES: 1) A 60 inch diameter unobstructed turning space is required in the toilet room. -- Sec. 4.16.3, 4.2.3 & Fig. B4.2.3 2) Water closet shall be mounted adjacent to a side wall or partition. The distance from the side wall or partition to the centerline of the water closet shall be 18 in. Sec. 4.17.1 3) When the accessible water closet is not in a stall: The clear floor space shall be 48 in minimum in front of the water closet and 42 in from the center line of the water closet on the side not adjacent to the wall. -- Sec. 4.17.2 & Fig. B4.17.2 4) When the accessible water closet is in a stall: The stall shall be 60 in wide minimum and 56 in deep minimum for wall hung water closets and 59 in deep minimum for floor mounted water closets. -- Sec. 4.18.3.1 If the door swings into the stall, the required depth shall be increased by 36 inches minimum. -- Sec. 4.18.3.2 & Fig. B4.18.3.1 5) The bars are to be 33 to 36 inches above the floor and shall be provided on the rear wall and on the side wall closest to the water closet. -- Sec. 4.24.2.2 & Figs. B4.17.3, B4.17.4 and B4.18.3.1 a) Side grab bar is required to start within 12 inches of the back wall and extend to 54 inches from the back wall. (The minimum length of the bar is 42 in) -- Sec. 4.17.4.1 & Code review for: Project Id.: Nauvoo II Address: 2nd West and 5th South Page # 17 Figs. B4.17.3 and B4.18.3.1 b) The rear bar shall be 24 in long minimum, centered on the water closet. Where space permits, the bar shall be 36 in long minimum, with the additional length provided on the transfer side. -- Sec. 4.17.4.2 & Figs. B4.17.3, B4.17.4 and B4.18.3.1 6) The top of the seat on the water closet is required to be 17 to 19 inches above the floor. -- Sec. 4.17.3 & Fig. B4.17.3 7) Accessible urinals shall be of the stall type or wall hung with the rim at 17 inches maximum above the floor. -- Sec. 4.19.2 8) A clear area of 30 X 48 inches minimum is required in front of the urinal. Privacy shields shall not extend beyond the front edge of the urinal rim, unless they are 30 inches apart minimum. -- Sec. 4.19.3 9) Accessible lavatories shall be mounted with the rim 34 inches maximum above the floor and a clearance of 29 inches minimum from the floor to the bottom of the front edge of the apron. -- Sec. 4.20.2.1 & Fig. B4.20.3.1 10) It shall extend 17 inches minimum from the wall. The clear knee space shall be 8 inches in depth minimum at 27 inches minimum above the floor and 11 inches in depth minimum at 9 in minimum above the floor. The dip of the overflow shall be ignored when checking the clearances. -- Sec. 4.20.3.1 & Fig. B4.20.3.1 11) A clear floor space of 30 X 48 inches minimum shall be provided in front of the lavatory and shall extend 19 inches maximum under the lavatory. -- Sec. 4.20.3.2 & Fig. B4.20.3.2 12) Water supply and drain pipes under lavatories shall be insulated or otherwise treated to protect against contact. -- Sec. 4.20.4 13) The bottom of mirror is required to be within 38 inches of the floor. -- Sec. 4.16.6 & Fig. B4.20.3.1 Code review for: Project Id.: Nauvoo II Address: 2nd West and 5th South Page # 18 GLAZING REQUIREMENTS All glazing in hazardous locations is required to be of safety glazing material. -- Sec. 2406.3 & 2406.4 Locations: 1) Glazing in ingress and egress doors except jalousies. 2) Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. 3) Glazing in storm doors. 4) Glazing in all unframed swinging doors. 5) Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet. 6) Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24 -inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. 7) Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, than meets all of the following conditions: A. Exposed area of an individual pane greater than 9 square feet. B. Exposed bottom edge less than 18 inches above the floor. C. Exposed top edge greater than 36 inches above the floor. D. One or more walking surfaces within 36 inches horizontally of the plane of the glazing. 8) Glazing in railings regardless of height above a walking surface. Included are structural baluster panels and nonstructural in -fill panels. 9) Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when the bottom edges is less than 60 inches above the pool side and the glazing is within 5 feet of the pool or spa water's edge. 10) Glazing in walls enclosing stairway landings or within 5 feet of then bottom and top of stairways where the bottom edge is less than 60 inches above the walking surface. Code review for: Project Id.: Nauvoo II Address: 2nd West and 5th South Page # 19 ATTIC REQUIREMENTS: 1) Provide an access to all attic areas with a clear height of 30 inches or more. The minimum size is 22 inches by 30 inches. There must be 30 inches or more clear height above the access. -- Sec. 1505.1 2) Provide ventilation in all attic areas. The net free vent area is to be not less than 1 square foot for each 150 square feet of attic area. The vent area may be 1/300 if at least 50% of the required ventilating area is provided by ventilators located in the upper portion of the attic. The upper ventilators must be at least 3 feet above the eave or cornice vents. -- Sec. 1505.3, Exception 1 The vent area may be 1/300 provided a vapor retarder having a transmission rate not exceeding 1 perm is installed on the warm side of the attic insulation. -- Sec. 1505.3, Exception 2 3) Where eave or cornice vents are installed, insulation shall not block the fee flow of air. A minimum of 1 inch of air space shall be provided between the insulation and roof sheathing. -- Sec. 1505.3 MAY -07 -2002 TUE 03:48 PM BMC WEST IDAHO FALLS HPAIIL)22 I1PAHD2.2 -2P DOUBLE POUR INSTALLATIONS Dr.•tail 1 When lnsta lot.' on a raised curb, 1140 nte.ntwr,ii1 installation and loads (nage 30) (rebar requIred). PA51 (PALO similar) installation 4 Typicril HPAHD22 -2P Double Pour Edge Installation Unless noted, install others with bend embedment line at cold joint between slab and founclaetion. Post Tension Cable Placement in a CI:10. ° Footing SINGLE POUR INSTALLATIONS I Misinstalladen! Spatting may occur if the anchor Is bent horizontally 90 before installation, and then bent up vertically to attach to the stud. Load reduction may apply. POST - TENSION INFORMATION •' r' TCNDION t�i TENPUN,IYR OPTIONAL f — (;DLO JOINT ' s•POSTTENSION ANC11011. TVP. JQ' ROAN LrNGTh 1'd' TYD Top View of Post Tension Cable Placement FAX NO. 2085293610 PA /PAHD /HPAHD HOLDOWIV'S 2XEMBEOMENT DEPTH +12' MIN. REOAI LENGTH COI VII n DISTANCE 11nkJ EOCE or STRAP TD CORNER ONE lu RE CAN IN !i1CAR CONE r:' MIN RL!AI LENGTH Detail 2 3 Post Tension Cable Placement Corner Installation (no rebar required) Installation 2 Typical HPAHD Single Pour Corner and Endwall Installation DETAIL 2 Model No. Installation 1 Typical HPAHD Single Pour Edge Installation 4. HPAHD22 8„ Min Distance Irum Corner y," Min Installation 3 Typical HPAHD Single Pour Rim Joist Installation stte Fasteners 13 16d ___ 23.16( LSTHD6/ L x Min 24.16d sinkers LSTHDBRJ B' Min 24 -18d sinkers STH I Y: Min 24 -16d slnkOrs STHD8RJJ_8° Mln 24 -16U sinkers STI1010/ Y' Min 7 28.16d sinkers P. 04/04 Installation 5 Typical HPAHD Double Pour Corner Installation Allowable Uplift Loads (1331 2705_ 4570 1695 1695 •.065 2 2055 STHD10R.J 10' Min 28 -16d sinkers 3185__ Minimum emote strength is 2500 psi Posl tension steel is 14' diameter, 7 -wire, low•ruluxahon strand in accordance with ASTM A416, Grade 270 ksi, with a guaranteed ultimate strunglh of 41,3 k. Anchorage is monostrend -type anchor system with current ICBO unravel using a ductile Iron calling of at least 2 25' x 4.5' of bearing And reusable pocket formats on all strecsina ends. It is 1110 designers responsibility to provide reinforcement to lie cold - joints and to resist bending stresses in 1110 leunuabOn due to ancliar upIIIL_ 31 MAY -07 -2002 TUE 03:47 PM 8110 WEST IDAHO FALLS LTT/ TT /HTT s ION Traruion "lies are ideal for retrofit or new construction and provide post- pour, concrete-hi connections. 1 fie IfT 122 i; a singie -piece Innned tension die - -no rivets, and a 4 -ply for road seat whh Ii wont unfold during loading. No washers required. The 1:1 I19 Light randiun Tie Is designed far 2x joists or purlins and the L720B Is for nail or Halt on appllcntiCns. The 3" nail spacing makes the ITT2DB suitable for wood I joists if 10dx1 Y" nails are substituted tor the Specified 16d's. u:Fa the M MUD Medium Tension Tie for heavier connections. The L11131 i5 designed for wood chord open web truss attachments to concrete or masonry walls. IVUAILinAI.; Sae table FINISH; Gatvauired, NIT I28B may ha ordered HOG; check factory. INSTALLATION:* Ilse all specified fasteners. See C•;norni Notes. • Use the specified number and type of nails to atLLCh the strap portion to Ilia bottom or sirle of portal or beam (mtrnmurn 4x width (2 - 20 or 4x4), except LI n9). Bolt the basalt) the wall or foundation with d suilabhi anchor; soo tab[e for the requited bolt diameter. • The 111122 can have a nioximurn offsrtt of 2' from lire stud fare to thti ci rdulbne. of the anchor bolt. • Du not Install LI 1, MIT tension ties raised off the mudsill. • Sc f: Cpnxy -To Adhesive System, page;; 37 and 33 for tested, load- rated epoxies for anchor butt options - 00nl',S: 50CA, ICBO, SBCCI No, NEI1.303 and Nff B -432; IC80 5313: City al LA RR 24818 and RI1253 A 26 Modal Ne. Typical LTT1s Installation (LTT2013 similar) Material Dimensions 1 Fasteners _T. Anchor Nails Snap Plate W L CL Bolts _ 3 - t'2 t o y „ I -1 % _ y ; 10 I.TT� ? ' 12i ^ 1 % 1 ,7' , % " I,TTI31 1F3 3 3 . 31_ 1Y �3 _ Ii1 11 1 - ?%...16 1Xr t II I f 2'�') ;1•. 2 * I. Alluvraloe loads Inr III T are based on lite lower of tie 1997 NOS fastener values or the ultimate load nn a steal lest lip divided by 2.5. 2 1711 sinkers (0 ga x 3W) or led commons way be substituted for the sncudred 104 commune nt 0.84 of the tabla loads. r3. Thu d m v t specify anchor bolt type. length and embedrprrrt. DimNrtsinrts _ Anr,iler Mi , d End Type Dia I End Dial 2 5 1Y r 3G j. 2 55 , l_° 1.Anshat embedment length is based nn J oblrjlo-pour concrete foundation. Double pour founda1i0ft s,Dtams, ri e;onry w,,lls and masonry footings must bo evaluated by Ito designer. 2, Anchor boll 8 rnli t be ASTM A307: anchor bolt A Must be A36 stool or bettor 'Bolls Oly Dia _ 8 -16ri Sinkers 1 - I — 4250 . i0-16(3 2 733 _ 18- 10dx1z K © 47770 1 tl_ 15d 3150 —1 •13150 ADDITIONAL ANCHOR DESIGNS Minimums Allowable Concrete) Tension Strength► Load (psi) I (133) 2500 t0795 2500 j 12900 3000 - 153oS _ 3. Spacing between anchors Is 21e min. for anchors in tension at the same diode 4. "A" bolt mtninum end distance Is for corner with IT return ony (similar to S31528, see Vie al Rebar Placement, Corner installation) Otherwise, the minimum end distance is le for Lite full table load. FAX NO. 2085293610 LOAD TRANGITn rtATE WA5I R NOT RIOo 22 1Y, I ?!, , 32.16d Sinkers 27 1y, 1 �r9,r_ �i led 14 1 Y —_ 1 - &Mumble loads have been rncreaf.e d and ba% for earthquake or wind loading with no further increase allowed. 5.Oalt values aro based on a minimum lumber thickness of 1'f.� f [u1f 1206 I � 7 1 Xn J.___ -- 33 See SSTB, papa 25. Anchor types shown are made by others and used with Sirnpson Strong-Tie holdowns. The design engineer Itay sper:ily an alter• nate anchotage system, provided the anchor diameter is the same. See the Prestressed Concrete Institute Design Handbook (Ed, 3), Sec. 6.5.2. Typical LTTI31 Installation 24 - r .. Anchor Type A 1. writ without cracking the outside of the bend portion. Place #4 mbar 5° to 5' from tho lop center or lie foundation. T 511/is" 2r/+° 4 . LOAD 43e PLATE NOT RCO MTT2B6 11.8, Patent 4,744,192 r• 1 P. 03/04 SIMPSON HTT22 (IITT16 similar) U,S. Palen! 5,457.570 Typical IiTT22 Installation as 3 Hofdown -- —_ — �Detleclian ° l Avg Allowable Tension Loads at Highest Ult ----- 160 - __ Allowable 1 Tension (133) ) — Design Nails I Boll9 Nails Bolts Load 1205 _— r Ipso 0.107 1 1 0 1220 1 1750 1 6ol 0.154 d 2 185 2310 — _0,125 1 5 ]— 0 1 7 — 417 __ — 5250 - 15260 I — 0,087 1 14455' 2150'14551272S 0.125 6 See HDA for deflection at highest allowable design load definition, 7 II a le of anr.nor belt Is used for the LTT20e, add a standard cur washer to the seat. No additional washer is required for a Dr; anchor bolt See table lor appropriate anchor bait SIZES. 6. HTT22 nalduvm installed on the plate has a reduced load of 5190 It's The HTli6 installed off 1110 plate will achieve 4175 Ins, Both holdowns may have larger deflection values. 9.For Hen1 -I'ir values, request T- HeMflr — — 2le MIN, - — ^I Anchor Type B Hex-Honda(' Design loads for Anchor Typo B aro caladriled ueln9 r +lull shear cone Multiple reductions must sr be taken for corner and edge 34 distance conditions- ;� MAY -07 -2002 TUE 03 :47 PM BMC WEST IDAHO FALLS HDA MID D )I DLD01 24 1-101rnwliS are u^aed to transfer tonsi0n Indus between floors, to tie plebes Io masonry or concrete, etc. U sr, HbAs and HDS for overturn rettt,ir I Tents and other appliCatinns to transfer tension loads. All HOAs and the 111115 are coif-jigging, ensuring code - required minimum 7 boll diameter spacing from (ho ern' 01 the wood rneruber to the Center of the first licit hole. 110(3A, 1108A, I ID1OA and HD 14A's seat design allows greater inskill'atiuil ndjr ,ttlllily. Art overall width of 3' /4" fur the I IDEA, I•I1)8A and 111)10A, mid Z 1nr the I-101 4A provides an o,r5y fit in a standard 4x wan. 110A SPECIAL F1:'AIUDES; • Single pl^ce nun - welded design results in higher capacity. • Load Transfer Pinta eliminates the need for a seat Washer. • Fewer im.p'. tion problems. MM RHIAI ; Sec table i "U1ISIt: 11D2A, 5A, (1A, 8A,.10A- galvanized 1-IDBA may be ordered l IDG; r,lu•ck with factory. HD14A, HD15, 11020A- , Simpson gray paint INSTALLATION; • Use all specified fasteners, Sec General Notes, rot an erupt overt connection, use a Steel nylon locking nut or a tilretlll adhesive on the anchor Poll, Golf holes shall he a minimum of ' /,a' to a maximum of 1AD I, }rqf than the bolt diameter (per 1907 NUS, Sea tion 8.1.2.1.). • ;;tandarc1 washers are l equireU between the hose plate and anchor not (HD I:i only), and 011 PM bull nuts against the woori, The Lrl,rrl Transfer Plate is an integral part of the HDA I letdown and nu wa ^,her is required. Sec pale 34 for NP /1.3P Bearing Ptak:S. • Goo SS l'l3 Anchor Bolts, Simpson's Anchoring Systems and Additional Anr,llnrar)e Designs for anchorage opliOnS. The design eriOinnor may specify any iinernate anchorage calculated to resist rho tension load tor a speciiic job, • t ncnte on wood member to maintain a Minimum distance of sr:van hall diameters, distance is auturMltically Maintained when end of wand mollifier is flush with rho bottom of the 1oldown. • To tie double 2x mentors together, 111e designer must determine the fasteners required to bind rnenlhers to act as one Unit withOLll splitting, • Fur holdawns installed on the mudsill, anchor bull nuts should be linger-light plus 'A to t turn with a wrench, with cunsirteration {liven le possible future wund shrinkage. Care should be taken to not over-torque Iht not, whirls may lead to premature arichnr bolt failure. • Stud bulls ;should be snugly tightened (1997 NUT, sechun 8.1.2.4). GORES: 1 ICBO, SI3CCI NER -393, Nr,R -46'0; City of L A. RR 24818, RR 28158 aril RR 252 I IDCSA tID14A aro not NER I,sted. ^ 1 �. ~ ..t , � �.''i.id '1�� ✓ I ' � 6�r }., r 1'i , c ..f`r ' , l id Model 140. IVMaterial Base Ge 1 . 7 . IIUSA 3 JaA t HUa'1 yx 'L'1' %. ( . HI71.1 ',), y, FIl7:?t1A % L A,hnar hlr, lu, id ;'lave been [effused 33% for c.n Ihgt eke or wind loading w Ih 50 further increase allowed, Malice where other I cads govern. 2 1.1015 requires a ni Annum 6x6 nrnnutal post. 3, the a mintri1UIO 4x6 nominal post for 1110111/14A and the 1IO20A, 4,1110 word men inor meat bu 9A.nd for the load carrying r,al*cily at Gtr critical nrt ser•tion, redu0ing Inc gross sorllon aria ter holes or other removed wood as spc In 111it r Dimensions — — Fasteners HDIOA (1.106A, H08A HD14A and HD20A similar) FAX NO. 2085293610 b.1-lit is the regal ed minimum dis anco I om Gut end of the stud to the center of the first stud bolt hole. End tiNlance may It increased as rrt:ccasaly for installation 6, The de4igncr mint spCCiry anchor bolt type, Irngiir and cmtn:drlmnt. See SSTB Anchor Bolts and Additional Anchor Designs, 7.300 page 32 ror anchor bolt retrofit. 6. Lag bolls will not develop the listed loads, s Holdnwn5 installed rar, ;rd ul1 the mudsill may have larger deflection values. Use the PHD or 1100 for nixed applications. Typical HD5A Holdown Installation with SSTs anchor bolt, Washers are not required at the base. HDSA (HD2A similar) U.S. Patent 4,665,572 Canada Patent 1,253,401 you 1.12 anTTIV. KTN 1 17 ,Y, WI. tN me PA i am urm Wh91 bRl::l ce INSINJED HUT Typical 1 Holdown Installation SIMPSON P. 02/04 Strang-Tie Typical HDSA Tie between Floors f To achieve labia loads, the nllnimllm bull end distance r5 •evcri boll dlamclars. This d is designed Into [letdowns. Bolt end distance may he mcreaSCtl. provided Ihn, pnclior nut i5 not Over - torqued, which could split the stud UCIIecIinn values may be tlrllner - ... o •fit'':, Typical HD5A Purlin Anchor Installation Allowable Loads'•••' 11 (133) Holdown 71, ; � 1 Deflection •�` �' � _ � Stud Avg Length 016011 al Highest Nnily H6 59 W 1{ D 50 CL Anchor Balls UIt — in tlerlicat Wood Member Allowable Oia ii si 01 Qly — p; a 1y_ 2 2y, 3 3 5y Design Load si d 12 i my, . 2 .... 2y 8 2i; y 17.* _ . 2 y 12150 1 ei55 2055 2565 2775 2715 2760 0.058 10 1 6y, 3 3 )fl 9*,;,,, 3y, Y 2 YD j�uarxi 2 � 20707 18 2 � 70 2485 3095 3705 4010 3080 0.067 - � -- - -._ - - - --• - - - -- -�. -__ __.._ 1 6x0 3) .,... 3 1)fe 1 [ 3 e . 'A 2Yo 2 27333 2275 2980 3685 4405 5105 5510 0,041 7- exy 3y 3y, 14x, ^ sire X. 2 X• iii 3 % 28567 3220 4350 5415 6465 7460 7910 0.111 7 6:y L 3. 3 i 18X 3 ° 11080 13380 0.215 5o 2 y a 7 4 4 yi 20667 3045 5540 6 1 ©310 9540 9900 0.260 • _ • -- " - 3 7 4 3)r 201x, 3x, yo 2K, 1 4 1 ;313167 _ 1 — -- -- . _.. - 3 ` 7 4 4x,1 , y 20 4 2y { 1y 4 - 1 51333 - — _ - - T - 1530 0. I - ... -_- ... 5 082 11080 13 .. „ ...._ .. ...__.._.. 3 7 4 3y( 24 s4 4l 37 l 2Y 1Y, 5 1 55333 - -- 10. Full tension loads apply when HDSA Is tined with a Ch" anchor hull. 11.669 pas 6, 7 for Testing and other important information. 12. Deflection at Highest Allowable Design Load: The deflection of a 'letdown measured between the anchor bolt and the strap portion of ttre huldown when leaded to the highest allowable load listed in the catalog table. This movement is strictly due to the nelclown deformation under a static load test conducted on a steel li9 ;OAP ‘74#40: PHD8 -SDS3 Maximum Allowable Uplift Load: 6730 Anchor Diameter: 7 /e Installation: Use all specified fasteners. Refer to the current Wood Construction Connectors catalog for General Notes. End Distance Edge Distance Installation A — Minimum End Distance and Minimum Installation B — Minimum Edge Distance Only Installation C — No Minimum End Distance and No Stemwall Installation Edge Distance for Slabs Minimum Edge Distance -zZ -69z 9Z 8 Installation A — Minimum End Distance and Minimum Edge Distance for Stemwalls Slab Installation End Distance Edge Distance Adhesive Anchor — SET Adhesive Anchor — ET Adhesive Anchor — AT Mechanical Anchor Cast -In -Place Anchor 4% 1 7 /a ATR —15 embed 7 /a ATR —15 embed Not Applicable Not Applicable SSTB28 4% 1 % ATR —15 embed 7 /3 ATR — 15 embed Not Applicable Not Applicable SSTB28 4% 1 ATR —15 embed ATR —15 embed Not Applicable Not Applicable SSTB28 End Distance Edge Distance Adhesive Anchor— SET Adhesive Anchor — ET Adhesive Anchor — AT Mechanical Anchor Cast -In -Place Anchor 4% 1 7 /s ATR —15 embed /s ATR — 15 /zembed Not Applicable Not Applicable SSTB28 4% 1 ATR —15 embed % ATR —15 embed Not Applicable Not Applicable SSTB28 4% 1 7 /8 ATR —15 embed ATR —15 embed Not Applicable Not Applicable SSTB28 Edge Distance 1 End Distance Adhesive Anchor— SET ATR — 7 embed Adhesive Anchor — ET Adhesive Anchor — AT Mechanical Anchor Cast -In -Place Anchor 11% % ATR — 7 embed % ATR — 7 embed Not Applicable SSTB28 11% 1 % ATR —7 embed ATR — 7 embed % ATR — 7 embed Not Applicable SSTB28 11% 1 % ATR — 6 embed /a ATR —7 embed % ATR —7 embed Not Applicable SSTB28 End Distance Edge Distance Adhesive Anchor — SET Adhesive Anchor — ET Adhesive Anchor — AT Mechanical Anchor Cast -In -Place Anchor 11% 11% %ATR — 5 embed ATR — 7%embed ATR — 7 embed 1 1% 11% ATR — 5 embed ATR — 7%embed '/a ATR —7 embed Not Applicable Not Applicable SSTB28 SSTB28 11% 1 1% % ATR — 5 embed ATR — 734 embed ATR — 7 embed WA87100 - 7% embed SSTB28 SIMPSON Strong -Tie' CONNECTORS 39