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HomeMy WebLinkAboutCO & DOCS - 02-00003 - Beehive Homes - Assisted Living FacilitiesCERTIFICATE OF OCCUPANCY City of Rexburg Department of Building Inspection Building Permit No. R- o2 -o2 -o5 Building Street Address: 408 West Main Street Building Owner: Beehive Homes Contractor: Dean Hancock Construction Description of building or portion of building for which this certificate is issued: Occupancy: Full Apartments This Certificate issued pursuant to the requirements of Section 1049 of the Uniform Builbing Cone, certifies that, at the time of issuance, this builbing or that portion of the builbing that was inspected on the bate listeb was f ouma to be in compliance with the requirements of the cote for the group ad bivision of occupancj anb the use for which the propose occupancy was classi f ieb. Date: 08 -13 -2002 C.O. Issued by: Building 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 portion thereof until the Buildi Offi 'al has reviewed and approved said future changes. Water Department �� , Fire Departmen S • BUILDING PERMIT APPLICATION REXBURG, ID DATE - NO. de-41-41 4 - -- THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. z d OWNER x , ' ,E'ieV . k 1i JOB ADDRESS BUILDER Y t ' , x i - 4. ARCHITECT STRUCTURE: 0 NEW 0 REMODEL 0 ADDITION 0 RESIDENCE 0 COMM. 0 EDUCATIONAL O GOVT 0 RELIGIOUS 0 FENCE 0 PATIO FOOTINGS iCONCRETE EILING CI MASONRY OTHER REMARKS: FEE PAID BUILDING INSPECTOR DEPARTMENT OF BUILDING & ZONING VALUE ':.. r. CASH CHECK 0 REPAIR DATE v ADDRESS 41 PHONE DESIGNER ❑ RENEWAL 0 FIRE DAMAGE 0 CARPORT 0 GARAGE 0 AWNING - FOUNDATION arCONCRETE 0 MASONRY O OTHER BASEMENT O PARTIAL I NO FLOORS EXT. WALLS OOD 16WOOD O CONCRETE O MASONRY 0 OTHER 0 CONCRETE D O VE�N O STUCCO INT. WALLS 13 WOOD 0 MASONRY O CONCRETE DRYWALL O PLASTER 0 TILE ROOF HEAT 001 O COAL 0 FIREPLACE O ELECTRIC O BUILT UP. 0 WOOD SH. Cr COMP. SH. TILE OUSTIC 0 ROIL ROOF. PEN O METAL This permit is issued subject to the regulations contained in the Uniform Building Code an 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 accordanda with the regulations pertaining and applicable thereto: The issuance of the permit does not waive restrictive covenants. WHITE- Owner's Copy CANARY - Building Department's Copy P1NK-Assessors Copy GOLDENROD- Inspector NT FEB 282u INSULATED SWALLS IUCEILING 0 Fa.00RS 210PERIMETER Date of Application (1 ', G i ' 2 L' Permit No. � ' a - �s OWNER / Name of v i � •i f � t -h � r J (-1 i f ✓ Site Address ' IQ i f i 1 G Mailing Address City /State /Zip Telephone/Fax/Mobile CONTRACTOR 6 ct -e 741 c) Name 341 C oe_ k• ( Mailing Address City /State /Zip APPLICATION FOR BUILDING PERMIT CITY OF REXBURG, IDAHO 6)b )1t/ 3 3 5 E l /11A 4,.,.4., ./e) ,714/ al Y! r6 ,,• cic7 3 Y 3q Telephone/Fax/Mobile (,/ 0 i) r7 3 - C(1? 6 6 yr _ o? 4// 1:: 2, 75 - cl 2 ?? PROJECT INFORMATION DEPARTMENT APPROVAL Property Zone: Is existing use compatible with zoning, (screening parking, etc) When was this building last occupied Architect/ Engineer Finn Plan Name Subdivision Lot Block Circle One Residential Commercial Educational . Government Remodel Other Circle One New House Addition/Remodel to House Commercial Remodel Circle One Baseme No wished / Unfinished Other: None/ Patio/ Carport/ Awning N/A Lot Square Footage Lot Width Square Feet 3 j 5 Z Garage Square Feet Number of Stories Height of Building �+ What will structure be used for: Home Home Business Apartment Commercial Other Will there be an apartment? ,�L If so, how many units Total Estimated Cost i2e ;, 066. Are you in a flood plain /Gits' Signature of Applicant Code / / 7 7 gL3 C Building Permit Fees l e 2 // 3 - 75 Zone / $ D Plan Check Fees 4t 24I • 00 Building Type V FEB 2 8 2002 Signature of Inspector PfiX'7i -5773 5 - - 2 L —T fr i Plumbing Permit Fees J9"4 1 Digging Permit Fees Water & Sewer Fees ®® TOTAL $ ,7 6" Issued by Rough Plumbing Septic Tank Fixtures Mil Water Piping Complete Inil Sewer Bath Tubs Urinal Showers Mil Sink Trap Laundry Trays Inil Water Heater Wash Basin NM Other Toilet Slop Sinks kitchen Sinks NM Floor Drain Drinking Fountains 110. Lawrt Sprinklers Water Softeners Dish Washing Mach. 11.11 Clothes Washer r' CITY OF REXBURG APPLICATION FOR PLUMBING PERMIT OWNER FEES Name Address : ;:_ °° Tel. °' Lot Bik. Add. PLUMBER Name r' Address Tel. NATURE OF INSTALLATION Use DESCRIPTION OF WORK Plumbing Permit $ Sewer Inspection $ Inspection of Pipe $ Inspection of Fixtures . $ 44 /� $ Sewer Received: Date By Rough Plumbing Other Finish Plumbing TOTAL $ • •- • ' 2 — . INSPECTOR'S RECORD N FEB 2 8 2002 Q INSP. NAME "' Excavation. & Earthwork: Concrete: Masonry: Roofing: .insulation: rin (' i44 Drywall: ,D th' 6/ Painting: • ,y y „ ` , yam eJi ti Floor Coverings: Plumbing: Heating: Electrical: Roof Trusses: Cabinets: Other: e ff)/4- - ? ii t P L 2 , r vV� f' 44 , A 4g=e Sidino /.$ xte for Trim: SUBCONTRACTOR L f S T SPECIAL CONSTRUCTION (MANUFACTURER OR SUPPLIER) Floor / Ceiling Joists: 1-6 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 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 thisc /' day of February, 2002. Approved: CITY OF RE By Hancock Construction on behalf of Beehive Homes #2 REXBURG MADISON COUNTY FIRE DEPARTMENT P.O. Box 280 26 North Center Rexburg, Idaho 83440 (208) 359 -3010 1997 Uniform Fire Code Plan Date: 12/01 Plan Review Review Date: 1/21/02 Building Name: BEEHIVE HOMES II Building Address: 480 WEST MAIN Stories: Two Type of Construction: V -N Occupancy Classification: R -4 New Construction Floor Area: 5669 square feet 1).Required Fire Flow (Appendix III -A): 2000 GPM for Two Hours Comments: Water flow reduced to 1500 GPM for approved automatic sprinkler system. 2).Water Supply (Article 9, Section 903) Required: Yes Fire Hydrant Location: 400 WEST MAIN, 500 WEST MAIN, SALEM AND 4TH WEST Fire Hydrant Flows: OK Fire Flow Test Location: SALEM AND 4 WEST 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: YES Length: OK Surface: OK Turning Radius: OK Vehicle Vertical: OK Clearance: OK Turn Arounds: OK Complete Road Acceptable: YES Comments: 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 SHALL BE 2 -A1OBC WITHIN 75 FEET TRAVEL DISTANCE Comments: 6).Automatic Fire Extinguishing Systems: (Article 10 Section 1003 Required: NO, BUT IT IS BEING INSTALLED. IT MUST MEET STATE FIRE MARSHAL APPROVAL. Sprinkler System Monitoring Required (Article 10 Section 1003.3) Required: NO 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: YES, IF COMMERCIAL GREASE LADEN VAPORS WILL BE PRESENT 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: Sounding Devices: Visual Devices: Door Holders: Duct Detectors: Flow Alarm: Sprinkler Valve Monitoring: Fire Alarm System Acceptable: Comments: PLANS ARE TOO SMALL AND ILLEGIBLE TO BE ADEQUATELY REVIEWED. PLEASE SUBMIT A LARGER DRAWING WITH FIRE ALARM COMPONENTS. 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 EQUIPEENT, 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: 1 -21 -02 Please furnish comments back to the plan reviewer in the following manner: Written Comments: YES New Plans: YES August 26, 2002 Travis & Melanie Ihler Beehive Homes 408 West Main Street Rexburg, Idaho 83440 RE: Water Connection and (one inch meter) Dear Travis: STATE OF IDAHO P.O. Box 280 12 North Center Street Rexburg, Idaho 83440 Phone (208) 359 -3020 Fax (208) 359 -3022 e -mail rexburg @srv.net We have installed a one inch water meter at the location of 408 West Main Street in Rexburg, Idaho. This meter was not requested through the building permit process. Due to low water pressure at the site, the water meter was required to pass the Fire Code requirements. I have included a copy of the building permit request for a water connection for your review. The attached invoice will cover the cost of the water connection and the one inch water meter. Please remit the amount of the invoice to clear this billing for the water connection and water meter. If you have any questions, please do not hesitate to call me at 359 -3020, Ext. 313. Thank you. Yours truly, CITY OF REXBURG Blair D. Kay City Clerk Aug 05 02 03:30p Re: Final Inspection Beehive Homes of Rexburg #2 408 West Main Street Rexburg, Idaho .0*1/ Roger W. Gehrke, Supervisor Facility Fire Safety & Construction RWG /sh BeeHive of Rexburg e. w' - . o -r D cC ,./ pevii 1ct r 0 U .) ■ • I D A H O D E P A R T M E N T O F 1 HEALTH & WELFARE DEBRA RANSOM, R.N_,R.H.I.T., Chief DIRK B. KEMPTHORNE BUREAU OF FACILITY STANDARDS KARL B. KURTZ — Director 3380 Americana Terrace, Suite 260 P.O. Box 83720 Boise, 1D 83720 -0036 PHONE 208- 334 -6626 FAX 208 - 364 -1888 August 02, 2002 Travis Ihler, Administrator c/o Beehive Homes of Rexburg 1-1, - s A , VV) C4 /h 272 North 4064 East b 14 ` - + Rigby, Idaho 83442 Dear Mr. Ihler: On July 30, 2002, a final visual inspection/observation of systems testing was conducted on the above referenced project. Based upon the results of that inspection, the facility was found to be in substantial compliance with applicable building and fire /life safety requirements set for in the Rules for Licensed Residential and Assisted Living Facilities in Idaho for a resident population classified Levels 1, 2, and/or 3. The building is released for occupancy /use by residents and issuance of a new license reflecting the additional beds effective Tuesday, July 30, 2002. If the City of Rexburg issues a Certificate of Occupancy, please forward a copy to this office. Should you have any questions, please call or write. Sincerely, c: Virginia Loper, R. N., Supervisor — Residential /Community Care Program Eric Mundell, H. F. S. — Residential /Community Care Program Richard T. Kartchner, P.E. — Kartchner Engineering Dean Hancock — Hancock Construction p.1 1/23/2002 Travis Ihler Beehive Homes 408 West Main Rexburg, Idaho 83440 Dear Travis, STATE OF IDAHO www.ci.rexburg.id.us � P.O. Box 280 �oll U q 12 North Center Street Rexburg, ldaho 83440 Phone (208) 359 -3020 Fax (208) 359 -3022 e -mail rexburg@ci.rexburg.id.us I have reviewed the plans for Beehive Phase II located at 408 West Main in Rexburg and have identified the following discrepancies: 1. The allowable area for an R4 occupancy shall not exceed 3000 sq. ft. as per 1997 Uniform Building Code (UBC) Section 334.1 from Appendix Chapter 3. The Section allows increases from UBC Sections 504, 505 and 506. Section 504 does not seem applicable to this building. Section 505 would allow area increase with separation on 2 or more sides of over 20'. Only one side of the building has over 20' to a property line, assumed property line (1/2 way between buildings) or public way. The increased area allowed by providing sprinklers (Section 505.3) are to be identified in Table 5 -B and UBC Section 504.2, neither applies to R -4 occupancies. Section 506 does not seem to apply either. After discussing the issue with Reggie Fulmer of the Idaho Falls Building Department, I have decided to take his recommendation and review the project as an R -1 occupancy. The City of Idaho Falls has allowed construction of these facilities as R -1 occupancies. I have requested information from the State of Idaho of their inspections, requirements, etc. of Assisted Living Centers. Any information I receive back from the State may change some requirements. 2. The Code Analysis on page C -1 of the plans has many wrong listings. The live roof load is listed at 30 psf when it should be 35 psf The earthquake zone is listed at 2 when it should be listed at 3. Our wind zone is 80 mph not 70 mph. The location of the project will be in a category "C" wind zone. Our frost depth is 36" not 24 ". Please make the necessary changes to the plans as well as structural calculations and re- submit. Also when making the above changes to sheet C -1, please change the R -4 designation to R -1. 3. Please provide a site plan that identifies utility service lines with dimensions, sizes and types. Show parking space sizes, parking aisle dimensions, handicap space, handicap signs and handicap access from parking to building. 4. Please show minimum vertical and horizontal reinforcement in foundation as per UBC Sections 1914.3.3 and 1914.3.5. If the engineer has performed structural analysis that would allow the rebar configuration as it is shown on plans, please provide the calculations. 5. Identify the size (btu) of the furnaces and water heaters. 6. Electrical drawings should be provided to Mark with the State of Idaho Electrical Bureau. 7. The exits do not meet the 'A of diagonal length as required by UBC section1004.2.4. 8. The living room and activity areas do not meet the light requirements of UBC Section 1203.2. 9. Provide an egress window in each bedroom. The scale of the plans is too small for me to identify the size of the windows. They should meet the requirements of UBC Section 310.4. 10. Provide Draft Stops as per UBC Section 708.3. 11. Please provide drawings with details for handicap accessible bathrooms. Include turning space for 60" circle, hand bar location, sink heights, knee space, fixture heights, etc. 12. All areas customarily occupied by humans shall be provided with natural ventilation by means of operable 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 as per UBC section 1202.2.1. The Fire Department has not reviewed the plans. They have requested a larger set be provided for their review and may have additional requirements. 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. Val Christensen Building Official C.C. John Millar Chris Huskinson RE: Assisted Living Centers Subject: RE: Assisted Living Centers Date: Fri, 25 Jan 2002 10:47:41 -0700 From: " Smith, Arlan" <asmith @dbs.state.id.us> To: "'valc @ci.rexburg.id.us"' <valc @ci.rexburg.id.us> CC: "Munroe, Dave" <dmunroe @dbs.state.id.us> Mr. Munroe as asked me to response to your question. The Division of Building Safety does not regulate or inspect privately owned assisted living facilities (other than construction inspections for electrical and plumbing systems in counties and some cities). The Department of Health and Welfare may have some regulations governing these facilities. Their phone number is 208.334.5500. Your question about occupancy classification is a good one. I can give you my opinion on how to handle it. This is my personal professional opinion and may not be that of the Division of Building Safety. For years I have classified the occupancy of buildings based on what the owner or the owners representative has told me. I do not assume that they are hiding the truth or misleading me. If I think that there is a strong possibility that they may change the use in a way that will violate the code, I ask for the owner to provide a description of the use of the building in writing. I will also document the reason for the classification and the limits that classification will impose on the use of the building. The actuality is that we approve building for a specified use or range of uses without any knowledge of, or control over, the future uses. If the use is changed to something other than that which was approved, we treat that as a violation of the "change in use" section of the code. This is the way I have handled this issue, even if the "change in use" violation takes place on the day they move in. In short, I don't take an enforcement action based on an "it may happen ". I would wait for an actual violation. 1 of 1 1/28/2002 2:16 PM January 30, 2002 City of Rexburg Val Christensen, Building Official P.O. Box 280 12 North Center Street, Rexburg, Idaho 83440 Re: Beehive Phase II Dear Val: Response to your review comments dated 1/23/02 on the referenced project follow. The numbers correspond to your comment numbers. 1. Your decision to review as an R -1 occupancy is understood. Building square footage is acceptable. 2. The code analysis on drawing C -1 has been modified to the conditions of Rexburg and plans checked for compliance to those conditions. 3. The modified site plan with the requested information will be delivered under separate cover. 4. Details on S -2 modified to show foundation reinforcement in compliance with UBC. Re -bar initially shown was for a block foundation and didn't get changed with the revision. Thanks. See attached drawing S -2. 5. Water heater BTU is in Fixture schedule and furnace BTU capacities are in Equipment Schedule. Both are on M /P -1. BTU capacities are also identified in both the gas calculation and isometric, detail "D ", on the same drawing. 6. Electrical drawings are being forwarded to the State Electrical Bureau. 7. The front door has been off -set to the left to meet the separation requirements of the exits with the R -1 occupancy designation. See attached drawing A -2. 8. Four 4' X 4' skylights have been added to the building. Two are located in the activity room and two in the living area. See attached A -2 drawing. 9. Windows meet the egress requirements. The large scale drawing of A -2 attached shows compliance with Section 310.4. Windows are nominally 5' X 5', half of which is operable. 10. As allowed in Section 708.3.1.2.2 with an approved automatic sprinkler system the area allowed for draft stops can be up to 9.000 square feet. We have such a system specified, therefore no draft stops are required in the building. 11. "Typical Accessible Bath" detail has been added to drawing S -2 showing required information. The 60" circles are all ready shown on A -2. We have added the hand bars to this drawing. 12. Ventilation requirements have all ready been identified on the drawings. See keyed note #8 on M -1. Designed Fire Sprinkler drawings are being prepared and will be sent to the Fire Department for review when complete. Richard T. Kartchner, P.E. KARTCHNER ENGINEERING Attachments: (2) copies of drawings C -1, S-2, A -2 Mechanical Engineers KARTCHNER ENGINEERING 1500 West Barrett Drive • Meridian, ID 83642 • (208) 888 -7145 • Fax (208) 888 -7165 • kartenq(a?earthlink.net MEMO: TO: FROM: DATE: RE: TO WHOM IT MAY CONCERN CHRIS HUSKINSON, FIRE MARSHAL APRIL 5, 2002 BEEHIVE HOMES ALARM SYSTEM TO WHOM IT MAY CONCERN: Upon review of the site plan drawings submitted the following items need to be addressed: 1. Plans submitted on above date. Missing submittals regarding alarm control and trouble signaling equipment, annunciation, manufacturers model numbers, listing information for equipment, devices and materials, interface connections. Please provide above items. If there are any questions please feel free to contact me. Chris Huskinson Fire Marshal ,3'I (posd City of Rexburg Building Offical 12 North Center Street / P.O. Box 280 Rexburg, Idaho 83440 (208) 359 -3024 Plan analysis based on the 1994 Uniform Building Code Project Number: Beehive Date: May 24, 1999 Project Name: Beehive House Assisted Living Center Address: Main St. west of 4th West St. Contractor: Occupancy: R4 Architect: Medical Design Group Construction: V -N Engineer: Report By: Joe Laird NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1994 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 FIRE PROTECTION NORTH Property line 25.0 Feet 25.0 Feet EAST Building 30.0 Feet 15.0 Feet SOUTH Property line 60.0 Feet 60.0 Feet WEST Property line 8.0 Feet 8.0 Feet Allowable area increased 12.56 for open area on 3 sides. -- Sec. 505.1 FL NAME OCC MAX FLR AREA ALLOWED RATIO STATUS 1 Assisted Living Home R4 ok 4063 UNLIMITED AREA OK TOTAL FOR FLOOR 4063 UNLIMITED AREA OK BUILDING TOTAL 4063 UNLIMITED AREA OK Code review for: Project Id.: Beehive House Assisted Living Center Address: Main St. west of 4th West St. Page # 2 The actual height of this building is 24. 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 R4 0 hour 0 hour None Any No EAST For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R4 0 hour 0 hour None Any No SOUTH For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R4 0 hour 0 hour None Any No WEST For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R4 0 hour 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, Code review for: Project Id.: Beehive House Assisted Living Center Address: Main St. west of 4th West St. Page # 3 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. 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 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 DRAFT STOPS: 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 OCCUPANCY SEPARATIONS -- Table 3 -B None required HEATING EQUIPMENT SEPARATION: FOR R4 OCCUPANCY: 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 R4 occupancy. Code review for: Project Id.: Beehive House Assisted Living Center Address: Main St. west of 4th West St. FOOTNOTES: Page # 4 EXIT REQUIREMENTS: FL NAME NUMB MIN MIN PANIC RATED DOOR NOTES OCC EXITS WIDTH HDWR CORRIDOR SWING 1 Assisted Living Home 51 2 0.9 No Yes Out TOTAL 51 2 0.9 No Yes Out Rated corridors are to have 1 hr. fire protection on both sides of walls and ceiling. -- Sec. 1005.7 Door openings are required to be protected with 20 minute assemblies. -- Sec. 1005.8.1 Window openings are required to be protected with labeled 3/4 hour assemblies. -- Sec. 1005.8.2 In areas where 2 exits are required, the minimum separation is 1/2 of the maximum diagonal of the area or floor. -- Sec. 1003.3 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 to a separate exit, except for dead ends not exceeding 20 feet in length. -- Sec. 1005.5 Exit signs are required from all areas where 2 or exits are required. -- Sec. 1013.1 Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approved. -- exc. 1 Door swing is based on Sec. 1004.2 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 feet and based on Sec. 1003.2. Exit width is to be divided approximately equally among exits. Width shown for all areas is based on other exits. (0.2) Width shown for 1st floor is based on other exits. (0.2) Width shown for other floors & basements is based on stairways. (0.3) For the minimum width of doors, see Sec. 1004.6 For the minimum width of corridors, see Sec. 1005.2 For the minimum width of stairways, see Sec. 1006.2 Code review for: Project Id.: Beehive House Assisted Living Center Address: Main St. west of 4th West St. Page # 5 FLUSH AND SURFACE BOLTS: Manually operated edge or surface - mounted flush bolts and surface bolts are prohibited. 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. 1004.3 LOCKS AND LATCHES: All means of egress doors shall be readily openable from the side from which egress is to be made without the use of a key or special knowledge or effort. -- Sec. 1004.3 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. 1004.9 2) Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater. The minimum length in the direction of exit travel is 44 inches. -- Sec. 1004.10 TRAVEL DISTANCE: The maximum travel distance in this building is 150 feet. -- Sec. 1003.4 Code review for: Project Id.: Beehive House Assisted Living Center Address: Main St. west of 4th West St. Page # 6 BUILDING ACCESSIBILITY: 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. 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 not required to be fire retardant. -- Table 15 -A 2) See section 1504 and ICBO research reports for requirements. Code review for: Project Id.: Beehive House Assisted Living Center Address: Main St. west of 4th West St. Page # 7 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. 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 STANDPIPE REQUIREMENTS: There is no requirement for a standpipe. -- Table 9 -A FOOTNOTES: 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 and laundry rooms is .1 1/2 sq.ft. 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 Code review for: Project Id.: Beehive House Assisted Living Center Address: Main St. west of 4th West St. Page # 8 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 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 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. Code review for: Project Id.: Beehive House Assisted Living Center Address: Main St. west of 4th West St. 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 deck area. 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. ADDITIONAL REQUIREMENTS: For R4 occupancy Page # 9 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 Code review for: Project Id.: Beehive House Assisted Living Center Address: Main St. west of 4th West St. Page # 10 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 Code review for: Project Id.: Beehive House Assisted Living Center Address: Main St. west of 4th West St. Page # 11 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 backwall and extend to 54 inches from the back wall. (The minimum length of the bar is 42 in) -- Sec. 4.17.4.1 & 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 Project Number: 02_03 Project Name: Beehive Address: 408 West Main Occupancy: R1 Construction: V -N FL NAME 1 Congregate Residence R1 TOTAL FOR FLOOR BUILDING TOTAL -- Sec. 504 and Table 5 -B CITY OF REXBURG ENGINEERING 12 NORTH CENTER REXBURG, IDAHO 83440 (208)359 -3020 Plan analysis based on the 1997 Uniform Building Code Date: January 24, 2002 Contractor: Dean Hancock Designer: Engineer: Richard Kartchner 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 area increase -- Sec. 505.3 SEPARATION DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION NORTH Property line 20.0 Feet 20.0 Feet EAST Property line 6.0 Feet 6.0 Feet SOUTH Public way 200.0 Feet 150.0 Feet WEST Building 26.5 Feet 13.0 Feet Allowable area increased 8.13% for open area on 2 sides. -- Sec. 505.1 OCC MAX FLR AREA ALLOWED RATIO STATUS ok 5669 5669 5669 19463 19463 19463 0.29 0.29 0.29 The actual height of this building is 16. feet. The maximum height of the building is 40. feet. -- Table 5 -B ok ok ok Code review for: Project Id.: Beehive Address: 408 West Main EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5 -A NORTH For Bearing Non - Bearing Opening Occupancy Wall Wall Protection R1 0 hour 0 hour None EAST For Bearing Occupancy Wall R1 0 hour SOUTH For Bearing Occupancy Wall R1 0 hour WEST For Bearing Occupancy Wall R1 0 hour ELEMENT Interior Bearing wall Interior nonbrg wall Structural Frame Exterior Struct Frame Floor /Ceiling Assembly Roof /Ceiling Assembly Stairs OTHER BUILDING ELEMENTS Table 6 -A MATERIAL Any Any Any Any Any Any Any Page # 2 Construction Parapet Material Required Any No Non - Bearing Opening Construction Parapet Wall Protection Material Required 0 hour None Any No Non - Bearing Opening Construction Parapet Wall Protection Material Required 0 hour None Any No Non - Bearing Opening Construction Parapet Wall Protection Material Required 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. RATING 0 hr 0 hr 0 hr 0 hr 0 hr 0 hr None NOTES See footnote #1 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 Code review for: Project Id.: Beehive Address: 408 West Main Page # 3 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.: Beehive Address: 408 West Main Page # 4 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.: Beehive Address: 408 West Main Page # 5 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.: Beehive Address: 408 West Main FOOTNOTES: Page # 6 DRAFT STOPS: 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. EXIT REQUIREMENTS: FL NAME NUMB MIN MIN PANIC HALLWAY/ DOOR NOTES OCC EXITS WIDTH HDWR CORRIDOR SWING 1 Congregate Residence 28 2 5.6 No N/A N/R TOTAL 28 2 5.6 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 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 Code review for: Project Id.: Beehive Address: 408 West Main Page # 7 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 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 Code review for: Project Id.: Beehive Address: 408 West Main Page # 8 BUILDING ACCESSIBILITY: 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. 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.: Beehive Address: 408 West Main Page # 9 STANDPIPE REQUIREMENTS: There is no requirement for a standpipe. -- Table 9 -A FOOTNOTES: FIRE ALARM SYSTEM: If the congregate residence has an occupant load of 20 or more, a manual and automatic fire alarm system is required. -- Sec. 310.10 A manual fire alarm system need not be provided when all units and contiguous attic and crawl spaces are separated from each other and public or common areas by at least one -hour fire - resistive occupancy separations and each unit has an exit directly to the exterior. -- Sec. 310.10 exc. 1 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 Code review for: Project Id.: Beehive Address: 408 West Main Page # 10 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 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 Code review for: Project Id.: Beehive Address: 408 West Main Page # 11 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.: Beehive Address: 408 West Main Page # 12 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.: Beehive Address: 408 West Main Page # 13 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.: Beehive Address: 408 West Main Page # 14 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 SCALE SEE HIVE 1 --0M &S OF 2 &)(L L) r 1 A-PPR D UAt FO R 5 y U� �J , ricin 5 RE ? A 1 \ - ) C� I is FL/ 1J UN Plf1y .� _ LOT 3 v w N er. : Tf'cuxs r�- t3u,IdQr ' ~ , ecol 14 cock Pi4A ) J 12 13 C F,gC)LlT w I Na • _� — I- I9 0 —.) ._kn/- ,1../— 7yS• 350 -zi Li/ N SYMBOLS BUILDING SECTION WALL SECTION SECTION DETAIL FINISH ELEVATION PLAN ELEVATIONS INTERIOR DOOR NUMBER INTERIOR ELEVATIONS EXTERIOR ELEvATIONS ROOF DRAFTSTOP - SEE UBC L 100' - 0 " {00' - 0" TO. FLR FHIvF; HOMFIS Inc. 408 WEST MAIN ST. KEY TO MATERIALS MEE 1 EARTH ASPHALT PAVING COMPACTED GRANULAR FILL CONCRETE BRICK PLYWOOD STEEL CONTINUOUS CONTINUOUS UJOOD CONTINUOUS BLOCKING INSULATION RIGID INSULATION FINISHED WOOD ENGINEERED FILL TOP SOIL CRUSED GRAVEL SAND REXBURG, IDAHO CONSULTANTS EEHIVE HOMES QUALITY SENIOR LIVING ENGINEERING 1500 W. BARRET MERIDIAN, ID. 83642 PHONE (208) 888 -7145 FAX (208) 888 -7165 E —MAIL karteng @earthlink.net ABBREVIATIONS AFF ALT BRG L BM BLDG BO CLG CL CO CCTV COL CMU ._ CONT- DF DIA EA EUJC ELEv Fla FF FLR FTG FND GR H HT HOR1Z ID ABOVE FINISHED FLOOR MO ALTERNATE MB ANGLE MAS BEARING MAX BENCH MARK MIN BUILDING NTS BOTTOM OF OC CEILING OPNC, CENTER LINE OPP CHANNEL OD CLEAN OUT ci CLOSED CIRCUIT TELEVISION PL COLUMN CONCRETE. MASONRY -UNIT REF_______ CONTINUOUS REv DEEP DRINKING FOUNTIAN DIAMETER EACH ELECTRICAL ELECTRIC WATER COOLER ELEVATIONS EQUAL FINISH FINISH FLOOR FLOOR FOOTING FOUNDATION GRADE HIGH HEIGHT HORIZONTAL INSIDE DEAMETER RO SCHED 5111 50 STD TEL TV T TO T45 TYP UNO VERT W U1C tJ/ W/0 MASONRY OPENING MASONRY BEAM MASONRY MAXIMUM MINIMUM NOT TO SCALE ON CENTER OPENING OPPOSITE =SIDE DIAMETER PENNY PLATE RADIUS REFRIGERATOR - _ REVISION ROUGH OPENING SCHEDULE SIMILAR S TELEPHONE TELEVISION THICK TOP OF TOP t BOTTOM TYPICAL UNLESS NOTED OTHERWISE VERTICAL WIDE WATER CLOSET WIDE FLANGE WITH WITHOUT OWNER TRAVIS t MELANIE IHLER GENERAL CONTRACTOR DEAN ARNCOCK CODE ANALYSIS r,FNERAL OCCUPANCY GROUP CONSTRUCTION TYPE BUILDING 9 ALLOWABLE AREA RESIDENTAIL LIVING R -4 DESIGN LOADS LIVING ROOFS PITCH ROOF EARTHQUAKE ZONE WIND ZONE SOIL BEARING FROST DEPTH FIRE SPRINKLER LIVE - - - LOADS 40 PS= CODES 955 NATIONAL ELECTRICAL CODE 591 UNIFORM BUILDING CODE 551 UNIFORM PLUMBING CODE 951 UNIFORM MECHANICAL CODE 554 UNIFORM FIRE CODE 554 LIFE SAFETY CODE GROUP R -4 TYPE v -N 5669 FT' 30 PSF 20 PSF 2 10 mph ASSUME 1000 PSF 24' SYSTEM THROUGHOUT DEAD �OABS - --- 10PSF DRAWING INDEX C -1 COVER SHEET SITE SITE PLAN S -1 FOUNDATION PLAN S -2 SECTION / FOUNDATION DETAILS A -1 DIMENSION PLAN A -2 FLOOR PLAN A -3 ELEVATIONS PLAN A -4 ROOF FRAMING PLAN A -5 INTERIOR ELEVATIONS E -1 ELECTRICAL PLAN HVAC -1 HVAC PLAN M/P- 1 MECH/PLUMBING DETAILS P -1 WASTE/VENT PLUMBING PLAN P -2 WATER & GAS PLUMBING PLAN FP -1 FIRE PROTECTION PLAN wtc AUG. 17. 2001 C -1 SHEET 14. 6 24" CC. . . ' . r ........ ,...,...■ ; i ■ : ■ . i ! 1 : : i ! ! 1 7 _, H I 1 r 1 T — 7 1 : : :i i : , , i , ! 2 ).i.. or'p tut:u.s inn4 . , ! 0122' " 47 s s u PE T A E 1 c p I.; 4 IA T T E 7 04.1./E ARO•CAN•SE te•ED : • : : • , : s • . • , : .. ; ,, : 1141.1.ACE Of 7X4 POfer WALL/ : 01CA4ATE : ?4 1:11/4811.P1: tc FL oofx uoisr, 5e id-6 I ! • : • : i 11 i : 1 ! ; i !:: i € i : i i ; 1 i i : i i i i i ! ! ! 11 i ! i •: • : _ , _ -•-• -- 4-- --, 4- : , ,.• - :,- •i- -z • , , - . : - - : : . • • . • : , .,-, FOUNDATION PLAN SCALE : 1/4 - VENT NOTE AUG. 17, 2001 IT. TOP PL FINIS/4 FLR 1 ' - 4" ROOFING SNTCs. AS SPED 1/2' PLTWD BAFFLE .,r Lr 11.11 = � — 1 =11'7, ►- INS METAL. FASCIA V2 METAL SOFFIT 11./ 16' X 6• SCRD SCFFIT VENTS • 12 0C. 2X65 • 16' O.C. STUD WALL 12-5 INSULATION SIDING 4 SNTa AS SPEC. R -15 PERIMETER INSULATION 2X4 PONT WALL - 6 151.. VISOUEEN VAPOR BARRIER 12 TTP. ROOF PITCH PE- ROOF TRUSSES • 24 0C. R - 35 LOOSE FILL NSAATION. FLOOR SYSTEM 314' 055 T IG oN 9 1(2' TJ.1.5 • 16 C. OVER 2X4 PONT WAILS IWSTUDS • I6• 0.C. 4 ROOD BOTTOM PLATE TYPICAL BUILDING SECTION GONG. FTG. OROG WAN4COT 5 L5 FELT MOSTU OARRIER LAPS FLAS1NG CONTNOUS METAL FL45N•G TOP ENO GRADE TOP FTG TF FOUNDATION /BRICK DETAIL B AT FOUNDATION MAAT wAYG TA XMBT M EENOERS FRO A � TWE CONTRACT M MANF4CT1. EO APPROVED JOIST HANGER N STEAD OF CON6TRLCTNG THE POUT WALL. 1' AIRSPACE SILL PLATE FaNDATI04 - L NSULATION h' 014, ID. A51/ • Ti' OC. 2.4 PONT WALL STUDS •I6 OG (2) • 4'4 OOICZICNTAL •4 VERTICAL • 36 OC. (21. 4'4 iY)RIZICNTAL SCALE NTS 6 MIL POLTEMTLENE GRO.ND COVER TYPICAL CORNER DETAIL TOP RIC GRADE TOP FTG PEG. THE ISSNED GRADE 20' WDE 4T 5' HICK CONTI UJOUS SPREAOR FOOTING i 70 KEEP THE FOUNDATION PRESSURES SECTION/FOUNDATION DETAILS SILL PLATE • \ 1/04DATION INSULATION h PIA. x WVAD:* • V• 2x4 PONT WALL M .. STUDS •16' 00 (2) • 4's 1CRIZI NT4L '4 VERTICAL • 3•• O.C (2) 4's NORZIONTAL • MS.. POt.TETNTLESE *ROUND COVER TYP. FOUNDATION DETAIL NOTE AT FOUNDATION WALL THE CONTRACTOR MAT NA1G THE LA JOIST MENDERS FROM A MANFACTURED APPROVED JOIST HANGER N 5755AD Cf CONSIVECTNG UR PONT WALL. N1• AUG. 1T, 2001 NMI NY. e.x.A /AJJ. KALE A Lz S -2 SHEET 16' -19 i/2 " 11' -19" 12 ' 11' -10" 12' 5" II' G" 14' 1" e' -6 1/2 " 14' -3" 12' -I 12' -I BEDROOM 4 269 SOFT, 13' -9" 10'-1" 1 6'-0" BEDROOM 2 710 SOFT, > RO4 M 5 IS. SOFT 5 ' -I0" 4' -0" 8' -5" T -8" STORAGE ACTIVITY ROOM 13' -2 /2 ° 8' -1" T -4° 5' -10" 2' -4° 1 STORAGE 14' -9 112 ° 5' -6 1R " l' -10" T -8 1/2 " 8' -1" 2' -0 1/2 ° l' -0" 16' -2 /2 " 13' -1 1/1 " 32' 5" 12'-1 1/2" 12' -1 22'-0" f4' /2 11/2 " T - 1,2 " 5' 6" 31 - 4 " - 9" e' - 5 1/2 " 11' DIMENSION PLAN SCA 1/4 - 1 -0 • wTc AOC. 17. 2001 Marl BY B.Y.A /A.1J. SCAM 14 4 1" H 0 4 A -1 S/iEET WINDOW SCHEDULE WI. SIZE ommAsr,s 701 5 X 5'0" POUELE 4464. DOESLE MULLED 702 3'0 x 5'00 DO.OLE IAA* 203 3 X 3 DOUBLE .0 204 2g X 6'00 TEMPERED. Fx0 205 3 x AT) DO04LEAN.4 206 5'4 x 400 DOUBLE 00040 DOOR SCHEDULE (Art 512E TYPE s FIRA1 FNIEN RENA/RCS WX re, X 613 6 PANEL PAINTED STEEL FRONT OR - PAIR LEAVES. GNP EV P USN MOLTS km 3.0 - X 414 NC. 006 PANEL PANTED 103 214" x 614" I.0 606 PANEL PANTED 04 30 x 6E 01C 1106 PANEL PAINTED HOLLOW COFM 150.000.0 05 30 X 6E" WC 1.10 pANTED POCKET DOOR 106 312 X 6 6 PANEL STEEL PANTED 207104. CLOSER SMOKE SEAL WI 2 x 613 010 60 PANTED HOLLOW CORE el -FOLD 106 6 X ... 1410 WO PAINTED NOT USED 05 3 x 611 41000 PANTED 140LLO47 COI% St FO;.0 • 66CALE BO SVD X 613' 04 0 6 PANEL PRENUPC., 40,4741140' SLIDPRI INSULATED DOORS WALL SCHEDULE 740114. 61414 SPECS. FOR INS-LATION A _., .. . ,...,,,r,-.. 11,1 I B 1 X 6 EXT. WALL i BATT 04506. C 1 X 4 NT. WALL 7 A00.15T. i740,41L --- 2 X 4 INTERIOR ILIALL E v -4 k tut 545UL. BEDROOM 4 261 SOFT. 5 ROOM 3 *, 6arr. .1) e BEDROOM 2 7240900400. 0 -74 pFROM 5 164 SOFTL STORAGE ACT I VI TY ROOM 11 L I VING RM. e e 5ED 00Mi I 15 SOFT. 5E c 104 lb< SOF , k4 or 74 O. 1( 4 0 I Ffir PORCI-1 DIMENSION PLAN SCALE: 7/4" nj BE - 01 STORAGE D INNING RM, CD Li tsl .1 0 Q 111 5E D ROOM 10 V 200 SOFT. v 1-- L MS SOFT. \ / I ( (S1 L. 6 / 11 ND RY 00 7 CA) 0. 0 m c 1 1' KEYED NOTES O 2 51 122.0 144.000.2 .041140 04.12 000* 411.4. 041100 0.006 110 0.112 GLOW. 3. 1 XIS GRAIL SPACE /140 ATTE 00026 0.24.. • *4440440)614.0. •. 1011010 6. 22 0 60 T. lar 44.0 10111 0401020. • MOT 1.4100 t 12120. • 606 PIE ita ELACTINC. P1,20 10. 1000000,0 1407 TO 00E00 h - 442641. t 00 C.E0 0141.4 22144 124.14220 O 2101401442 0.2401. O 000 00276010044. 14. 4 PANEL 6. *7040636 6. 404 60400016 040 10 000401t • 300 4011.124110 14.0041)2446111,1 500 1. MITA Katt. 21 NW.. a • .107 0.1 20 140170E0 12. 104.00 AUG, 17, 2001 IRON 67. 13.W.A/A.1,1. A-2 SHEET VINYL TRI1 • : ---- ------ b opt AUG. 17, 2001 IMO It A-3 SHEET HEADER SCHEDULE A ^2,3x•11•: B n+r x r• rIN D lv14 E It)."•. a ■_ ‘\ tx - N kOAAN\ �,..� \. .O \ \�`� \ \ \� \ \� � \�r \� � N�\ \tip 4 1 6► 4 A 0 • e� PLANT' S�•t"� / ACT • 24 c ;c ) ROOF FRAMING PLAN SCALE: t /4' = i' -0' GENERAL TRUSSES NOTES �B A. TRU55 DESIGN AND STR.Y_TURAL CONFIGURATION SHALL BE BY THE TRUSS MANUFACTURER. B. TRUSS COMPANY SHALL DESIGN TRUSSES FOR ALL APPLIED LIvE AND DEAD LOADS AND 70 CONFORM TO ALL APPLICABLE CODES. C. TRUSS COMPANY $WALL vERIFT ALL TRUSS DIMENSIONS AND BEARING POINTS. 0 CONTRACTOR SHALL VERILY LAMINATING PROCEDURES AND RECUIREMENTS FOR MULTIPLE GIRDER TR2$SES. E. TRUSS COMPANY SHALL SUPPLY OL:ER'S REP. WITH CENTER BEARING LOAD RECJIR FOR VERIFICATION OF STRXTURAL BALDING DESIGN. PRIOR TO CONSTRUCTION OF BUILDING. F. ALL HORIZONTAL BRACNG DESIGN AND CONSTRUCTION REG%UIREMENTS NOT SPECIFIED BY TRUSS MANUFACTURER, SHALL BE T4B RESPONSIBILITY OF THE CONTRACTOR G. V ERIFY AvAILABILRY AND IF NECESSARY, ORDER STRUCTURAL CONNECTORS EARLY FOR TIMELY DELIVERY TO JOB SITE. VERIFY NUMBER OF TRUSSES AT EACH GIRDER TRUSS. I. TRUSS MANUFACTURER SHALL DESIGN ALL TRUSS AND GIRDER TRUSS BEARING CONNECTIONS. J F TR155 LAYOUT IS MODIFIED FROM DESIGN SHOWY ON • BONERS REP. DRAWINGS, NOTIFY GI NER'S REP. FOR VERIFICATION OF AND/OR REDESIGN OF INALDMG STRUCTURE OWIER'S REP. ELL NOT BE RESPONSIBLE FOR DESIGN OR COST CF MODIFICATIONS OR COST FOR DESIGN OR COST RESULTING FROM FROM MODIFICATIONS. E 'EN G BONER'S REP NAS DESCU55ED 00 OTHERWISE BEEN INVOLVED WTH THE MODIFICATIONS. TYP. BATH 4•'•.E r --- TYP. KITCHEN r— L IGHT FIXTURE / 30"x3': MIRROR F.,-PLAS14 r TOIL ET ASSEMBLY TRIF'LE -SI ...... ..r ".. / ,... / ../".. ../ ',.. / ".... / \ / \ / \ / \ / \ / \ / \/ \ A / \ / \ / \ / \ / \ / \ / \/ \ / vAIRIFY ACTUAL SIZE W. OWNER DISHWASHER 4 . 12" E PT4 UPPER CA5 SPL FLJ STOVE SPACE TYPICAL KITCHEN STOVE WALL TYP. KITCHEN TYP. KITCHEN REFR. SPACE —TRASH COmFACToR HOSART DIS44 WASHER MOC>. • 2x4 TURN TO SIDE SEC. FOR DISHWASHER DRTj.1.IALL _ _ 2x 0. riiiioosot act AUG. 17, 2001 WWI B.W.A/A.JJ. A-5 SHEET 2.7'c5 TO NEAREST TELIPHCNE PED15TAL LOCATED INSIDE OF PROPERTY CO TRACT Lf11T5 4•2123 VINE FM.:� .� Qo rite SO PANEL • A • 1BRAC.ED FOR 10290 AIC, R•t4. 5YM iSURFF- .E_rICX :TED - LTG 4 PLR PANEL : :.__ : : : :: ::: "1 " :_ :::.• -•".. =.a_ 7i WIRE _REF Amp lc euxKA2PMA5 ' I SIZE I LOAD DESC LONG P 14 1 ' 11 1 A _ TUTU tt �R'-C 810170 3 .5 15 _ C?FOOh S - -: i, 5 I -- -"(jt' 7a -' -- _ -- •8151 ROOM 4 : 45 1 10 : 45 '2 AMC ROC14 : 1.5 7i 7'd • 45� _ 12. 0' . J 1'41 . . 1 6 :45 RE F .. � .1. fir_ 2 a:OIX•T . b 1 2 2 :REC RPO!1 'T. : :A 1.5 1.9 _=1_ FsC'"6 r5 . 41' 39 7 i # E , , . 6 2 6 . .. _... ... 3.. 5P4rt 39 1st G P y _g: �(4 .3 2E?9 • 41._6'- 4-'" --} -__ - 1 13 • ---T - TOTAL PMASE LOADS 1216 40 1165 fr 2- 8cu -1"c NE`14 '36 60/2 FUSED A -25.21 1, i \ G1FR ELECTRICAL FLOOR PLAN G SCALE 1/4• • T -0' Fe R PROvIDE TYPED DIRECTORY CCNTR:.CTOR 544411 BALANCE LC4D3. C4 ::::::-: K.R 6 iAPE_: �._._ ___ : : : :� : :c : : : :- : :_ : : : :_ : : : :_ :: t � ✓ T 6 LOAD RKR;C:4MP ;REF: 11.16E E y � 6 14 11110 D S'! 13 0A6 DESCRIPTION 512E G _ ",.845__ __''LTG_ TT_. .._.. : _i. ?4 .RQQI7.L_Al.�._.__ -!? ...k i20/246V. 1 - P.a45E. 3 - FARE 125 A BUS ;NOTES MAIN LUGS CNLY - _L2 _9R_l1.R_ 2 PARE_ SPARE LR I4 4^[ n ROOM t 4 3 . WA.,H 20 REC Kii 4-En Q k 2'T' k8, 4y1'IJITT 6Q011 1: 2e 6563 LT GENERA_ TG KR .+FN.K2 NE64. LTG LALNGIRT „ „_ KI7 481 .......... SEC K17CMEn .,, .. _TUTU. aPa .E TUTU ,F�Rya .. 24 ,.6. 4281 PANEL ' B • :BRACED FOR 10260 411, R 510 581 TYPED DIRECTORY i82624CE MOUNTED - LTG 4 F4LR PANEL CONTRACTOR SHALL BALANCE LOADS. .. ,._ ,5 PAA r f4rRE• REF; Amp 64 18 F^ -:ASE LO4D AriP 8 M REF; :I5RE ; :JC ' S LOAD DESCRIPTION 1 SYMLOADP, AMP 4 C A1F :F Oa.,9Y^FLCap DESC¢L °T>,?. 5 E 6 6 .4:.2 u.E_.'__ . I 5922' 611 '42. - - 62_'2 282 'G.^NQEN TG ..34! __ 8 1 fJ ._ 50 - 1 $ . (F �. � 2 8.(1 -'., _ _ 10 PR. <.0 70 7 rf a g 69 ;.:, 280 6ON0 N$1 45.._ _ c c4_ b _ 2 4 - 2.90 : R..0 R ^CM `I _ 1 5 40 9@ I 1 : 825 A L 1Ch RO 64h_L 12 : 5 RE RCCM 9 L4R" CON • PANE C • C - 11 R C # . a 80 i0 SID 20 TUTU . S -A..E ... .. 17 : REr' R^'6.^ I 1 f= 2 ° A ... .. .. . _!S • U • F C 011.5?K..._ ___._.._. b i ED....'...._ ._... ... .. ...;.0.46,E. LULU _.. .. . TUTU.._ SPACE SPARE TUT U._ ......._ - ..._..._... _. : SPARE SPARE ....�... _'__ i... TUTU. SPACE 1 TOTAL 11,445E LOADS 141 7- bCU -1 "c 54114 '38 60: FUSED 1; . 3 - J .; 1,.J 4 DEDROOI'' Iq?1 -i1 ` 701 SOFT A ca. 3� I 5 PAD MO047 TRANSFORMER AND PAD FURN151480 AND IN5T4LED BY LOCAL UTILITY CO.. 7 .1125 6.70 CCNW4TE SIZED PER LO6A:. UTILITY COMPANY RECllREMENTS 10 GROUND ROD FURNACE AND I45TALED/ BY LOCAL UTILITY CO. - ELECTRICAL G=ENERAL NOTES I 070KE DETECTOR'', 544LL RREC51/4 24 94 R1N1 AND 514.41.1. BE 60211116179412.- F4 E281455N 4840 V'TN1UT A DISCONNECT OJCRCURR NT 661727.02103 . A. ON ONE CIRCUIT AND DESIGNEE FOR AL'_ I;, ACTIVATED. IRE F16 5116 42.4281 4 551 J 5T 051E1 DR AN A_ 927 ME E'C D AR - .400.1!-4 ND GN 5 <1 11-15 F ,1t 84 N 45 D 5V 1 TC ' REGV REM N 5 A 444 LI 19.. I-A. -' I1T E' G 81.4 CONTRACTOR Wi... ILL - NOT B:. RES"ONSlB E OR 44' PROVISIONS OR 1. RJ 0 °:0' TH .-67 58 11 =OMEN ONENT 5 3 S1OKE DETECTORS TO BE LOCATED 11, ATT1C. 15 R_.TU RED 4. 17241156 LEVEL PER ADA STANDARDS 065482111521 OF REAL TA AND 25.10605. 5 4EADER MOUNTED MAGNETIC FIRE ALARM DOOR RELEASE AT ALL EXIT DO..OR5. 6. Tv CA5LE TO EAC4 SLEEPING ROOM. 7 OUT LETS EA644 ROOM PER OtNER. 1. INDIVIDUAL PHONE LINE TO EACH SLEEP ?✓•7 840411. PER 01•66 8 DOOR BUZZER AT EACH ExTER:OR 110.i6 9. ELECTRIC EIRV46E PER POUF6 60'711457 SPECIFICATION. 10. MAIN POWER PANEL II FIRE ALARM PANEL Ai. MASTER INTERCO". 13. RECEPTACLE LOCATED IN 5J'ET FOR SEASONAL 1.441827. NOTE LEGEND LOCATE METER CASE 654 BUILDING OR 6.4624,110>341 AT PAD 1'7C1T TRANSFORMER I I / /'C 01 2 -2"65 EACH WITH 3 -34669 PROVIDE GREEN WARE GR0IN0 CONDUCTOR IN ALL R465144AYS ALL 6084 coNnticrof 544411 55 COPPER AS NOTED IN 66*LE LINE DIOGRAM AND SMC4154 ON 0814R.4,5 SINGLE LINE DIAGRAM B: DG 1 040 SJIMARY 120/240-4 3 P•4 PANEL 4 7182 245.• PANEL 5 1414 1313 ESTIMATED DEMAND (6` 1 36.3 Odd LIG42I-G 11TR (3/4 2411) COOK- 446 MI56. TOTAL. CONNECTED EXM4125TFAN 5747105, O AL .48' 5MOKE 08166TOR • FELEP1-10•N_ 1 }� 1LLUM EXLT SIGN -8.2484` 11::..86 FROM TH5 BUILDI47 6 KJ •W R 84'2 5444! 1.B_ i7CA. 0T R 1 . 4 R 179.4166 FOR OR ..846 T N er LURED 10725144584 :1081:. T6 50:17. IF 014E 051ECT'_'.R 193 KW 11 KW RD K{ 1218 KW 732 KW 615KW WISE STATION WALL SPEAKER 51•*LE POLE CAI DUPLEX RECEPTACLE WDER CO 104 COVERPLATE OUTLET WEATHER PROOF/GEM CUTLET CE• LIGUT FLXTUF • Ar-F.1 MOMPACT F1 nEwFFear! WALL LCAFT FIXTURE REMOTE INTERCCI (11PICAL) +46.811 STROEE TELEVISION CEILING F4N/L1GMT 945X RECEPTACLE GROUND F40_T INTERJP10R 4 RECEPTACLE DUPLEX SWITCH 52 DUPLEX RECEPTACLE AT 680 517.E TYPICAL 91081% FOLER RATED 512164 200R BUZZER BATTERY BACKUP E1EFNi4NGY 06o-ITS. 2 X 4 CEILNG 111.4 LAMP FLUORESCENT WI 3 X 6 PARABOLIC REFLECTORS 83213 144115 1 X 4 CEILING 111. LAMP FLORE5EN. 1 65 52.867841642. 114152. ^SP 1 1314E . 0 1 A 3.310 66.1-6 6.4-3 rd -Yc 66 PER NEG. AND ANY LOCAL CODES. PROVIDE UPER 68165340 PER NEC. 250 -8867 ITEms i !a'EGI &TER SIZE BRANCH DU CT SIZE TYPE SI 1 10x4 6J fox4 6' ,• PERIMETER FLOOR REGISTER PERIMETER FLCOR REGI I. 53 f -1 10x4 4' PERIMETER FLOOR REGISTER 64 t 10x4 6' PERIMETER FLOOR REGISTER 55 I 10X4 1 6' PERIMETER FLOOR REGISTER 56 1 5X2.1'7 6' TOE REGISTER 51 1 IOx■ 5' PERIMETER FLOOR REGISTER S8 11 0x4 5' PERIMETER FLOOR REGISTER . I 10x4 6' PERIMETER FLOOR REGISTER Si0 I 17x7 -L2 6' TOE REGISTER 511 ( 6' PERIMETER FLOOR REGISTER RAI I 8X8 IOX6 RETURN AIR GRILL5 RA2 1 6x8 10x8 RETURN AIR GRILLS RA3 1 6X8 i0x6 RETURN AIR GRILLS RA4 1 8X5 ox. RETURN AIR GRILLS RAS 18x18 10x10 RETURN AIR GRILLS BE DR OM 4 FT EDROFIM 17 SO FT. j BRpOM 1- i 161 SOFT. 10• 175 CFM'156 7 BED I,5 SDr. I t 1 I 175 CFTi15 1 115 CPMIS 7 115 CFM 1 62 ( BED . L a- 5 0 SUPPLY AIR BRANGw DUCTS TO BE — ROUTED w JO15T SPACE. REFERENCE �\ AIR DISTROUTION Y_HEDJ_E CN THIS DRAWING FOR 512E5 4,44; IJ 16x 16X17 w 6 'I 5O CFM I 56 1 �a LIVING RM. PORCH EDROO 1 5FT 1' HVAC FLOOR PLAN SCALE t /4' - 1' -0 150 CRI 68 { ( 1 6•i J BED- 6 s 4 16x14 • 8n 11-sI DIN IINS RM. 150 C KITCHEN - Q 4 EE 7xm 200 C71 6 1 BEDR^6O"'' 207 SOFT 1 /2-30-1411 5 41 - _. - 6oSR'i KEYED NOTES AIR DISTRIBUTION SCHEDULE O GAS FIRED FURNACE. PROVIDE li+' FLEXIBLE DUCT COt ECTION5 AT SUPPLY RETURN AIR OPENNGS AS REWIRED. O 4 0 ON'N 7 45 FLOOR E N TJL C TO VEN ED aTT10 OAR CR wt SPACE CUT000R CCNDEN51N0, UNIT ( OLNT5ON NOO 0 O A 4' THICK CORETE PAD. O O i' E N R 65 QUR N E. 0 W - SP g ACE � O " "R 0 001.50, R Ga R E OTION ° AT FURNACE E A R S D. �R ® SP.44(5 4 T 514 T T RANSITION TO 4 4 ALt M n4a R DUC7 E 614 5 Td UALt CAP A5 O REE424140. Z g FL 44,4p O ROOF I I4 WOTE WA FR ED ATER FL IN EXTEN 6 ST E ' PIP yE T THROUGH M 5 NTPAiIO l p FW p O Tp N E A Np C pC Ea (��M T( C VE SP (RA) AR DI.'✓ FD,Og{�MpCT,TOP O W'h 1 TO 9 11NIEAN'f EXH TO i CFF K 300 LPMQ ROOF.) O C D i.I ; 00 R DR, 7.'SGA ION I P E CONGNTRA O DW 1 l EXHAUST 7 71 42540 TFH@C! R F�F TO AP ORMTO Ff✓Of lj VT$ENT. 8' EXHAUST DUCT UP THROUGH ROOF TO A ROOF CAP AS 5610554. CA. E@XPEN D 5' EXHA 605517 USS NT. 7 FROM CEILING 57544557 FAN UP 7180.1 ROOF TO i0 O EXTEIND 1' DIA EXHAUST DUCT 171 THROGH ROOF TO ROOF CAP. O 1 DAT PROGRA751A4LE T•5TAT W' AUT0 CHANGEOVER O IL A IR GRIL SP�TEDDH T TO RA l T HND R 5.60,6RATOR 70 GENERAL NOTES L NO FLEX DUCT SECTION SHALL BE LO10ER THAN 5 FEET. 2. TURNING VANES SHALL 05 INSTALLED AT ALL MAIN DUCT COWERS. 3. TRAN5I2E SIZE EACH SUPPLY DUCT TO FLOOR GRILL SIZE AND RISE TO DIFFUSER OAR ACC, 17, 2001 B.R.A /A.JJ. FIXTURE SCHEDULE c 1 Et1113G• D66:1tW7KI• 1.Y.VF REeE156151 r0TE3 w f�'FCfIM� 1 Fr4'L'R CLOY' MMAr4•ELD FLWH 14149 Y ) l ,. GFF ,]� Yre fi twL*ELD Ill -b0 KL'6u TAY. N 3 t I4 GRF f (239lC1H' MELD GRN�E.ROf^ L... [t IC , VR uar01 I 1 V: ] u3 ��-��-]� ( / asccAe 110463314.0 �OU1iE.4M MOV. FACET IAKR UA.fIF 4) V . 51143E *.70343 r IL) 2 0130HWLME5 (bl \ IFE6.DEM ` E 07134. 6TSreT6 FYIDEL 4r6»l3D41f . *434. ' S FOEN *3M V4LVE Neer TI TRH N Y: : •E :G 18365( HiAD 1 K x 4 F0D6L e•1 147 ICPR REPERAL DM6RE -_ _ RE6WEUi ° oliu f p'iL 3TEMS r.ccS u -6 »40.» 3GEV 6)350 VALVE MOEN .ie+ No, K La 3 1 tue0 HELD 6..... Mt. 1 r. ! /.4. m5 roan .s -ac.c s' wDnsul D TENS,om x1 6 TLO M T 13.47 ttE W.•rH"EP.M, IR V: a LOI ta MFR fYJtN1 t-C411 TF� O( ' f Or0 ' K0OR HOW) CRANE C •6146 Ill V1 3 I V! 139L ORAC3ET6 j.. (% s t6`LHiOe F E . 1.3 3 I m car7R4ct0R WALLA-GP ' F ' = ) - N Wl iLOOR 400.5 ^-� C DER a■HWbER 5T cT+ER I E 70 N COHIRALTOR ROT4ELE0 � \ ! Q.CTHE6 uwsH 5T owe* uG■FEC+ ro 611 LcnR4.rcR H6r4ueD O EWER REATER Mat* F0CL !10_• Ra4•ID5 -wRr WED GKL0G . Y4 1 W .5 MSH. 416 M. 6E7 DI CA/W E ieT at Er• 1 / \\ *Hap werref 614Te MODEL 615 N�E 44q)t U 444.10E 1 1 17 M. G46 FEIED SEt 00.14415. TN, 41 SWF. �� ) I � JECLEZE54T: FLLDTER 0431 O 3 F•Yrl (33 EC )1 664.861 W pt 4RRROV FO, 6RO * 1/4 y ] I N \ / 3E0TASLe 063. s EK4T OCR-D eL mcras 6re O( MOER PER FER 4.0 IR 3 1 N 8 005 PRAM R L E+Tw 3010 C 1.2 WRAP PRIMA in.E (06] 64LOH 6683 51(..0.0.21.0..1. •NYC O RE ( N 03 ) I N 6RT R5C CPC.R.0 476.15E CLEANGUT ANC ACCESS COVER .OP cc ex TO DE FLU51. 31I19 TO!. OF FLOOR-, Va C.I. GENE FLOOR CLEANOUT (FC0) 314^ FIREIPI. F -2 8O 4313 1 7 �6 8 RANGE 65 c ROGER 5. CLE4340.17 NOT TO 5E LOCATED 4 CAR°EDTED AREA 3/4 I I /4' w` j DALANCE 6F r4PING SAME 45 C_EANOUT TO GRADE DUCTWORK INSTALLATION DETAIL F1N15H GRADE-- - FLOOR LINE `\ ✓' \ CLEANOUT TO GRADE (COTG / 15 Aft l0 F -1 50 aft 1 � iMi 15 c/t . v3" 33 A/3 GAS F2EGtLATOR 0A5 5wT •OFF GAS CALCULATIONS -SO X NO SELF TAPPPG _CADt1122 PLATED -SHEET FETAL __ _ _...._- SC315W5TOA3C40RL.RAPS - - -- - - - - -- TO OGT 01C J0575. N 0 DP ALL DRdt6615 ALL STRAPS TO 01 TK.HT f AND DLCT 705 608465 AGA85T ( RC 0.*2 311 E AN 531E tE{5D (TTP) I PE KATId6 OUC ATIONS SPECF 54E51 PETAL SPIN-14 FITTI PTN EXTRACTOR 3341.NCE DAPPER !1- LO6KSP OJADRAN .. •. 1124 `_ __-- : R'7150 FSGD DUCT 0• RICE 24 GA FASTEN RY0I0 OPT TO 344ELD SPIN -M Fr10G WITH 51EET METAL SCREW IL IN LADELED 3414.4510 FLEX DUCT SEE 5PEC5. ND 5465 OR SW/RP SO SANS 47110843 LOST RAI TO 3'44 LOW/. PRE NNGER TO 554. H OPERATED !SOP DR455 6LE4NOUT PLIG COUNTER 51983 HEAD _ 16 5GUARE CONC. PAD TR01UE1 SMOOTH AND EDGE C! WASTE LWE LENGTH TO SUIT - W45TE LINE V8 51130 54 CLEANOUT OCCURS AT END OF LINE TOTAL ELU1vELENT PIPE LENGTH 05705 8. W.C. EOJIPMENT 3158 11-1 I 151 UN 7 15.1 F.1 50 F•2 DO RA4'E 65 FIRE PLACE 25 DRYER 33 TOTAL 4333 9E514 I V2' MAIN INTO 33UILD54G DELEOT 1/7' G43 SLPR.Y RISE 5831 ROUE L4'GA5 COCK D' DIRT LFC.a� GAS WATER HEATER WATER CALCULATIONS RSt 47441..1.5.E PRESSURE re D SS LOSS 4 '5 5(4METER 56. LRS5 4710 5 (E -5 31.5* 514516 9 43, 1.055 lLEvJ 4)• -445 MMN PRE55. AT LAST FIXTURE -5 PERMITTED 44345L. PIPSG 2!.5 PRE55.L055 01554RCE TO LAST FIXTURE 53 FT EOTNVALEN105T4'CE•FITTWGS SP FT TOTAL ECTAvAL11T DIS -05CE n5 FT ALLOWAS.E PRESSURE • 515 X PO • 53 1055 PER PO FT. 1144 FT 442 5H055R Y Fill 7EvIC "c } FIXTURE FR4 61A14747 FUB 116! GAMER 6-0557 I2 C2 404 1 J 0415 4458(3; Lv4 LAv PRIVATE LV7 LAv .O7AL Ell. 36 3 24 583101101•N 5NX SKI 55GLE 5383 J5 rus TOTAL F.U. 101 1414TER REGEPRED 47 GPM METER SIZE 1 4.4' SUPPLY MAST SIZE 1 IVY -R5 N09F 5155 2 2 4 E, 30 P L T RELEF VALVE. SEE DETAIL EM41 1•X18 GAGE SAND CLAMP FLEXIBLE DUCT SUPPORT DETAIL V4' 1451M 43.51 C04164LATIO4 (5T 24V46 604R461CR) 1 04• CAI SALL v4LVHTTPJ LNE TO WALL ORAN VALVE 454244DED NOW GONEC1704 FOR UPPER 347740415131 114X. SAG 112' PER FOOT OF SIpPORT SPACING SHEATHI CEILI FLUE THROUGH ROOF EQUIPMENT SCHEDULE FURNACE CARRIER MODEL 55 PDCA 080 -26 VERTICAL 005.8103 CCT•PKr.1RATIO4 SORC EFFICIENCY, GAS FIRED COYL•FLE1E WITH ALL CONTROLS, CC5CENTR4 VE5I7 KIT, FILTER AND 5 TON DX COIL 114T14 TRAP. TT274370* 1 OUTPUT HEATING CAPACITY 6 S0 1 5444.,INPUT.1144 35541 FPO 0 • 05' �- CONDENSING UNIT CARRIER MODEL 35 OCC 060. MINIMtl /LID EER 5 TON CAPACITY, 240 v01.15.1 0.44744E V I DAMPER SOFFIT GRILLE 4040 01560144ECT ��pp11LL I� 4 . � r c � 35V DRAFT DAMPER SOFFIT GRILLE AND D'4CONNECT 3r5.1 .r ISACK`DRAFT PRE VENTER F' A5HING CLEAR ENCLOSURE 20 GA SHEET METAL OR GYPS' BOARD 5/05" THICK SEAL ROOFING ESCUTCHEON 0- DAMPER SOFFIT GRILLE AND DISCONNECT DAMPER SOFFIT GRILLE AND DISCONNECT 12" MIN. A30vE AVE RAGE SNOW ACCUMULATION EXHAUST CONCENTRIC TERMINATION N DETAIL Or INTAKE 20 GA. GAL V. SLEEVE. ALLOCU PIPING TO MOB FREELY THRU- SLEEVE FASTEN TO STRUCTURE SCREW (TYPICAL 20 GA. GALV. SHEET METAL STRAP 1-JOIST 2X2 BLOCKING AS RE0JIRED U5 455 EXTENSION KIT NECESSARY TO ACHEIVE CLEARANCE .0580VE SNO'UJ LEVEL. 5111001 OR AS BRE'IATiON MEANIW} SYMBOL OR ABBREVIAT104 MEANING r F — — SOIL OR WASTE BELOW GRADE CO,TG. CLEAN CUT TO GRADE SOIL OR WASTE A90'VE GRAC5 v VENT VENT C.O. CLEANOJ IN CRAWL SPACE - — -- - — - — RECIRCULATED 90T WATER VTR VENT THf:W ROOF — • —• —• —• COLD WATER PC . U PLW.COCK. AND UNION .._.•�.•�•._ HOT WATER PO.C. POINT OF CONNECTION —0— GAS WLO. WALL CLEANOJT PLO. FLOOR CLE4SOOT CO. BEDROOM 4 :61 SOFT GENERAL NOTES 2 VTR ■ 4, if ii STORAGE L I ROOM S E & FT L VENT TEI2'1NATIONS WHEN REQUIRED BT LOCAL CODE OR WERE FROST OR ENO:: CLOSURE 15 LIKELY TO OCCUR EACH vENT EXTENSION THROWN A RJOF SHALL BE AT LEAST N-REE (3) NOHES N DIAMETER THE CHANGE N DIAMETER SHALL BE MADE INSIDE THE 5411055 AT LEAST ONE (I) FOOT BELOW T4E WOOF AND TERMINATE NOT LESS 114524 TEN (ID) INCHES ABOVE THE ROOF. OR AS REQUIRED BY THE ADMINSTRATIVE AUTHORITY. 2. 5E4 BETUEEN WALLS ANY PLI11040 41531555 PER RE0 55115NT5 OF THE 1-g4T4 DISTRICT. 3. SLOP£ ALL SELLERS U2• PER FOOT WREN POSSIBLE. NO LINES 5RALL BE LE55 THAN I(a• PER FOOT. 4. SEE P -2 FOR LEGEND OF SYMBOLS USED ON TH15 SHEET. FIXTI'RE SCHEDULE, CALCULATIONS. AND DETAILS 5. ALL HOT 4ATER PIPING TO BE 545154TED PER THE 0550. I.E. VJ• ON IT OR LESS RJNOUTS AND ALL OTHER PIP55 r TRICK NSULATION MEETING THERMAL RESISTANCE REQUIREMENTS OF THE CODE. 5. HOSE 0:55 10043054 DESIGNATED BY CuNER BE D RGOii Ids SOF'7. ACTIVITY ROOM 11 LIVING RM. OM 1 T. PLUMBING WASTE/VENT PLAN 5C4LE V4• • r -0• BE —4 ,,. i rr ..3• Li STORAGE DINNING RM. S SOi1 3 VTR BEDROOM 10 YOB SOFT PLUMBING LEGEND ALL SYMBOLS 5904)5 I-AY NOT APPEAR Ot+ DR4URIO KEYED NOTES 3 WASTE DOU4. 2 vENT UP TO ABOVE CEIL55. 2 r WASTE DOJN I v2• VENT UP TO ABOVE CEILING. 3 3' WASTE OOLLN. 2• VENT UP TO 2• VTR 4 2' WASTE 00434. 2• VENT UP TO ABOVE 05)1 G. SEE SITE PLAN * — FOR CONTNUATi0N 2• VTR c�) 1*1t AUG. 17. 2001 P -1 SHEET Sr OR ADBREv,ATiON MEANNG 577150L OR A73MREvIATICN ' 1 E 4,74 ' 4 .... ••• ••• • 4•••••••••••mm SOIL OR WASTE BELOW GRADE 5011. OR WASTE A50vE GRADE C.C.' O. V CLEAN OUT TO GRADE vENT vENT CO. CLEANOUT IN CRALLL SPATE - - - • - • - RECIRCLF ATE° 1.40T WATER VTR VENT THRLI ROOF PC 1 U PLUG.C.04C. AND 1 140T WATER FOC PO447 OF CONNECTION --a- GAS WCO WALL CLEANOUT F.00 FLOOR CLEANOUT BEDROOM 4 241 SOFT go! BEDROOM 2 720 SQFT. d 11 ' STORAC.:E. Ac.:-.7 VI TY ROOM 1 LIVING RM. 5151 BED _ I" DOUN WALL A. BELOW C-....JNTER 70 OW. i • 1 I . V2 I I ! • i I FORC PLUMBING WATER AND GAS PLAN SCALE ye • r•te 6 EROOM h? 1 SOPT. 0 00 EJ KITC.1-4E ezLow ,,,A,TORAGr INNING RM. -L. D BEDROOM IC 204 SC FT 1 • 6 7 BEE SITE PLAN CON FOR TINUATIGN PLUMBING LEGEND g(i) ALL SY•FGOLS 5440551 MAY NOT APPEAR ON DRALI410 GENERAL NOTES I. VENT TERr1NATi0145 1114574 REQUIRED MY LOCAL CODE 0R t134ERE FROST OR 5+404 01.054155 IS LIKELY TO OCCUR. EACH LENT EXTENSION TWRO41w 4 ROOF 51-41.1. DE AT LEAST 114155E (3) NCHES 44 DIAMETER 7 CHANGE IN DIAMETER SMALL BE MADE INSIDE 714E BUILDING AT LEAST ONE (1) FOOT 5EL04 THE ROO. AND TERrINATE NOT LESS THAN TEN (1+5) 5455 ABOVE TWE ROOF, OR 45 REQUIRED Sr TUE ADMINSTRATIvE AUTHORITY. 2. SEAL BETWEEN WALLS AND ftursemnio FIXTURES PER REQUIREMENTS OF TME 14611.714 DISTRICT. 3. SLOPE ALL SEILERS 47 PER FOOT WNEN POSSIDLE NO LINES SMALL ME LESS TWAN 54 PER FOOT. 4. SEE P-2 FOR LEGEND CC SY•1907.44 USED C*4 TI415 ENEET. FIXTURE SCI•MOLLE. CALCULATIONS. 47410 DETAILS 5. ALL HOT WATER PIPING TO DE INN.LATED PER TLE 0550. LE. 14 ON 72 015 4.555 RINOUTS ANO ALL OTNER PIPING r TwicK ihtuLATIoN MEETING INERTIAL RESISTANCE REQUIREMENTS OF TI'S CODE- * 14055 BIBS LOCATION DESIGNATED SY OWNER KEYED NOTES 0 0 3" WASTE DO4+4, 2" vENT La= 70 ADAWE CEILING V WASTE D01144 1 1, vENT UP TO ABOvE CEILING. r WASTE ODIN 2" vENT LP TO 2 I/2• VTR. WASTE DOLLN. 1 112" vENT Lk= 70 2" vIR. 52 GAS 41114 GAS COCK AND 6" DIRT LEG CONNECT TO EGUIPmENT ILET VENT 2" WASTE DOIN 5154 10 )4)0 AND UM? vENT. 8,4CI01L:139 vALvE APPROVED crry. 1 V2 TO FIXTURES-7: PRESSURE TANKi 0 PRESSURE GAUGE LLVSIAMILBER 6-100 PSI RANGE REDUCING vALVE WATIRAINER L NT IELMARGER •66 Pr:4G. 497a1 vALvE I N TO_ FLOOR DRA THRU FLOOR r "........meE 1 1'2 MA•pL MAIN BACKFLOW PREVENTION STATION DETAIL AUG, 17, 2001 1+8+1 +11. 7,, 4 . P-2 SHEET LEGEND o UPR*4 SPRINKLER Z CHECK VALVE • PENDENT SPRINKLER ® DELWE VALVE • UPRI T F PENDENT SPQR. Q 0. 6. N Y. VALVE G STUB -I2F 6PKR OK. WATER FLOW SWICTH 0 DIRT PEND SPKR 0 HYDRANT D. VERTICAL 5IDEWALL -• PL vALVE D HORIZONTAL SIDEWALL • KEY GATE VALVE 0 DRY -PIPE VALVE -{ FDC .!S, DRY -PIPE vALvE W/ACC GCNG OR BELL A ALA -1 VALVE BEDROOI 1 4 261 5C'FT. Ci BE DROOM 2 • ITO f0FT OM3 161 SOFT. L' -TYPE 1"ETAL HANGER PENDANT SPRINKLER GTPFY,f1 BROAD CEILING WOOD JOIST OR TRJSS PIPING INSULATION DETAIL NTS STORAGE • BELOW IN INSULATION (BY OTHER) Ewa BATT INSULATION CST OTHER) SPRINKLER BRACH LINE IC SHEEETS.., OVER ER PIPE (BY OTi.RR ACTIVITY ROOM BEDROCK I • T73 SOFT. 111 SCALE: 1/4° c 1' -0" F LIVING RM. FIRE SPRINKLER LAYOUT CONSTRUCTION DRAWING 13EI66 PREPARED BY SUBMISSION TO STATE AND LOCAL AUTWORITIES FOR REVIEW AND APPROVAL WILL TAKE PLACE 1.1A-IEN DESIGN IS COMPLETE. THESE DESIGN 5N0W SCOPE OF WORK AND DESIGN INTENT. BE 00 fl `U KITCI;EN STORAGE • DINNING Rtt. ii I � P.cDR:^Gr 1P ISS SOFT. ;J �. • BEDROOM 10i/1 20e SOFT. BED u • �� L GENERAL NOTES 0 THIS IS A (IS) BED ASSISTED LING FACILITY DESIGNED PER NFPA OR. STATE AND LOCAL CODES. WITH AN AUTOMATIC WET PIPE SPRINKLER SYSTEM, (� ALL PIPE AND FITTINGS ARE CPC WITH THE EXCEPTION R" THE RISER WHICH IS SCHEDULE 40 . G PIPE SHALL LAY ON THE TOP OF THE !aortal TRUSS CHORD, CPVC PIPING SHALL SE FWNG PER NFPA 13 I° CPVC (6'0" OC.) I V4° CPC CPVC (1' -C 00) l TENTING OF SPRINKLER PIPE TO PREVENT FRO1 FREEZSG IS OWNERS RESPONSIBILITY © SPRINKLER SYSTEM 15 DESKBNED FOR 11AxIrl T9 OF X I4'•0' HEAD SPACE*, 1' -0 OFF WALLS. FIRE SPRFR ER PIPE SIZING SHALL BE DETER" ISNED El FIRE PROTECTION 0OI'1PANT E XCLUSIONS O ELECTRICAL WIRING AND CONDUIT O PASTS* AND PREPERATION FOR PAINTS* OF SPRINKLER PIPE O ACCESS PANELS 10 IOC .n » 401.00 VI ow :.! �Awsr Mtn n•Ylr• 04114 haw IMO. tIgITIIM ['ETAS. -A- FITTER NOTE u-n Ma0NC=MR m 11 0.01 C4.• 0.0.60411 00151 110 IN, X 001140.0 APAPROI 1.11010 — M1i AUG. 17. 2001 RON 13.11f.A /A.1.J. wac FP -1 SHEET 1 3 -D FIRE PROTECTION, INC. P. 0. BOX 50845 IDAHO FALLS, ID 83405 -0845 HYDRAULIC CALCULATIONS FOR Beehive Home #2 - Remote Area #1 Rexburg, Idaho FEB 12, 2002 - DESIGN DATA - OCCUPANCY CLASSIFICATION: NFPA 13D Modified DENSITY: 0.10 gpm /sq. ft. COVERAGE PER SPRINKLER: 400 sq. ft. maximum NUMBER OF SPRINKLERS CALCULATED: 1 sprinkler TOTAL SPRINKLER WATER FLOW REQUIRED: 18.0 gpm FLOW AND PRESSURE (@ BOR): 18.0 gpm @ 46.0 psi SPRINKLER ORIFICE SIZE: 3/8 inch NAME OF CONTRACTOR: 3 -D Fire Protection Inc. DESIGN /LAYOUT BY: Carol Henscheid AUTHORITY HAVING JURISDICTION: Idaho State Fire Marshal CONTRACTOR CERTIFICATION NUMBER: Idaho State Fire Sprinkler Contractor #FPC -008 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 16010595) HRS SYSTEMS, INC. TUCKER, GA 30084 DATE: 2/12/2002 JOB TITLE: Beehive WATER SUPPLY DATA SOURCE NODE TAG U1 STATIC PRESS. (PSI) 83.0 AGGREGATE FLOW ANALYSIS: NODE ANALYSIS DATA NODE TAG ELEVATION (FT) 101 201 202 1 2 3 4 5 R1 BF1 BF2 R2 U1 TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 8.0 10.0 10.0 8.5 8.5 8.5 8.5 8.5 8.5 3.0 3.0 1.0 2.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 C: \HASS73 \BEEHIVE HOME #2 - ONE HEAD.SDF Home #2 (Remote #1) RESID. FLOW PRESS. @ (PSI) (GPM) AVAIL. PRESS. (PSI) 73.0 1183.0 83.0 NODE TYPE PRESSURE (PSI) K= 3.90 21.3 34.0 34.0 22.1 34.7 35.8 34.7 34.7 37.9 40.5 45.5 46.4 SOURCE 46.0 TOTAL @ DEMAND (GPM) 18.0 DISCHARGE (GPM) 18.0 18.0 REQ'D PRESS. (PSI) 46.0 18.0 GPM 0.0 GPM 0.0 GPM 18.0 GPM SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/12/2002 C: \HASS73 \BEEHIVE HOME #2 - ONE HEAD.SDF JOB TITLE: Beehive Home #2 (Remote #1) PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 1 -18.0 0.884 PL 3.12 PF 1.0 101 8.0 3.9 21.3 18.0 9.4 150 FTG T PE -0.2 1 8.5 0.0 22.1 0.0 0.163 TL 6.40 PV 0.6 Pipe: 2 -18.0 0.884 PL 75.58 PF 12.5 1 8.5 0.0 22.1 0.0 9.4 150 FTG E PE 0.0 2 8.5 0.0 34.7 0.0 0.163 TL 76.89 PV 0.6 Pipe: 3 -18.0 1.109 PL 14.17 PF 1.2 2 8.5 0.0 34.7 0.0 6.0 120 FTG - - -- PE 0.0 3 8.5 0.0 35.8 0.0 0.082 TL 14.17 Pv 0.2 Pipe: 4 -18.0 1.109 PL 29.38 PF 2.1 3 8.5 0.0 35.8 0.0 6.0 150 FTG T PE 0.0 R1 8.5 0.0 37.9 0.0 0.054 TL 39.29 PV 0.2 Pipe: 5 0.0 0.884 PL 7.04 PF 0.0 201 10.0 0.0 34.0 0.0 0.0 150 FTG ET PE 0.6 4 8.5 0.0 34.7 0.0 0.000 TL 11.64 PV 0.0 Pipe: 6 0.0 0.884 PL 7.04 PF 0.0 202 10.0 0.0 34.0 0.0 0.0 150 FTG ET PE 0.6 5 8.5 0.0 34.7 0.0 0.000 TL 11.64 PV 0.0 Pipe: 7 0.0 0.884 PL 19.29 PF 0.0 4 8.5 0.0 34.7 0.0 0.0 150 FTG - - -- PE 0.0 5 8.5 0.0 34.7 0.0 0.000 TL 19.29 PV 0.0 Pipe: 8 0.0 0.884 PL 42.29 PF 0.0 5 8.5 0.0 34.7 0.0 0.0 150 FTG 2ET PE 0.0 2 8.5 0.0 34.7 0.0 0.000 TL 48.20 Pv 0.0 Pipe: 9 -18.0 1.610 PL 5.50 PF 0.2 R1 8.5 0.0 37.9 0.0 2.8 120 FTG C PE 2.4 BF1 3.0 0.0 40.5 0.0 0.013 TL 14.50 PV 0.1 Pipe: 10 FIXED PRESSURE LOSS DEVICE BF2 3.0 0.0 45.5 0.0 5.0 psi, 18.0 gpm BF1 3.0 0.0 40.5 0.0 Pipe: 11 -18.0 1.610 PL 2.00 PF 0.0 BF2 3.0 0.0 45.5 0.0 2.8 120 FTG - - -- PE 0.9 R2 1.0 0.0 46.4 0.0 0.013 TL 2.00 PV 0.1 Pipe: 12 -18.0 1.959 PL 50.00 PF 0.2 R2 1.0 0.0 46.4 0.0 1.9 150 FTG ETG PE -0.6 U1 2.5 SRCE 46.0 (N /A) 0.003 TL 65.00 PV 0.0 DATE: 2/12/2002 SPRINKLER SYSTEM HYDRAULIC ANALYSIS JOB TITLE: Beehive Home #2 (RemoteC #1)ASS73 \BEEHIVE HOME #2 - ONE NOTES (1) Calculations were performed by the HASS 7.3 computer program under license no. 16010595 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.015 gpm and a maximum imbalance at any node of 0.180 gpm. (3) velocity pressures are printed for information only and are not used in balancing the system. Maximum water velocity is 9.4 ft /sec at pipe 2. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD. PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A Ell Tee LngEll ChkVly BfyVly GatVly AlmChk 0.884 0.87 2.17 0.87 2.17 2.61 0.43 4.35 1.109 2.62 6.56 2.62 6.56 7.87 1.31 13.11 PAGE: A Diameter (in) 1.610 PAGE: K Diameter (in) 1.959 MATERIAL: S40 HWC: 120 Equivalent Fitting Lengths in Feet E T L C B G A Ell Tee LngEll Chkvly BfyV1v GatV1v AlmChk 4.00 8.00 2.00 9.00 6.00 1.00 10.00 MATERIAL: CT -K HWC: 150 Equivalent Fitting Lengths in Feet E T F R C S G Ell Tee 45 -Ell TeeRun Couplg SwgChk GatV1v 5.50 9.00 2.00 0.50 0.50 9.00 0.50 D N DPV1v NPTee 4.35 2.17 13.11 6.56 D N DPVIv NPTee 10.00 8.00 N NPTee 9.00 Page 3 HEAD.SDF SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2 /12/2002 C: \HASS73 \BEEHIVE HOME #2 - ONE HEAD.SDF JOB TITLE: Beehive Home #2 (Remote #1) WATER SUPPLY ANALYSIS 100.0 80.0 G A U G E 60.0 P R E S 2 S R 40.0 E ( p 20.0 0.0 -14.7 1 Static: 83.00 psi Resid: 73.00 psi Flow: 1183.0 gpm 40(600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) 2 LEGEND Available pressur 83.00 psi @ 18.0 Required pressure 45.98 psi @ 18.0 3 -D FIRE PROTECTION, INC. P. 0. BOX 50845 IDAHO FALLS, ID 83405 -0845 HYDRAULIC CALCULATIONS FOR Beehive Home #2 - Remote Area #2 Rexburg, Idaho FEB 12, 2002 - DESIGN DATA - OCCUPANCY CLASSIFICATION: NFPA 13D Modified DENSITY: 0.10 gpm /sq. ft. COVERAGE PER SPRINKLER: 400 sq. ft. maximum NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 33.1 gpm FLOW AND PRESSURE (@ BOR): 33.1 gpm @ 64.8 psi SPRINKLER ORIFICE SIZE: 3/8 inch NAME OF CONTRACTOR: 3 -D Fire Protection Inc. DESIGN /LAYOUT BY: Carol Henscheid AUTHORITY HAVING JURISDICTION: Idaho State Fire Marshal CONTRACTOR CERTIFICATION NUMBER: Idaho State Fire Sprinkler Contractor #FPC -008 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 16010595) HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 2/12/2002 C: \HA5573 \BEEHIVE HOME #2 - TWO HEADS.SDF JOB TITLE: Beehive Home #2 (Remote #2) WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (P5I) (GPM) (PSI) u1 AGGREGATE FLOW ANALYSIS: NODE ANALYSIS DATA 83.0 73.0 1183.0 83.0 33.1 64.8 TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (Fr) (PSI) (GPM) 101 8.0 46.0 201 10.0 K= 3.90 16.8 16.0 202 10.0 K= 3.90 19.2 17.1 1 8.5 45.8 2 8.5 45.8 3 8.5 49.3 4 8.5 19.0 5 8.5 21.5 R1 8.5 55.9 BF1 3.0 58.8 BF2 3.0 63.8 R2 1.0 64.8 ul 2.5 SOURCE 64.8 33.1 33.1 GPM 0.0 GPM 0.0 GPM 33.1 GPM SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/12/2002 C: \HASS73 \BEEHIVE HOME #2 - TWO HEADS.SDF JOB TITLE: Beehive Home #2 (Remote #2) PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 1 0.0 0.884 PL 3.12 PF 0.0 101 8.0 0.0 46.0 0.0 0.0 150 FTG T PE -0.2 1 8.5 0.0 45.8 0.0 0.000 TL 6.40 PV 0.0 Pipe: 2 0.0 0.884 PL 75.58 PF 0.0 1 8.5 0.0 45.8 0.0 0.0 150 FTG E PE 0.0 2 8.5 0.0 45.8 0.0 0.000 TL 76.89 PV 0.0 Pipe: 3 -33.1 1.109 PL 14.17 PF 3.6 2 8.5 0.0 45.8 0.0 11.0 120 FTG - - -- PE 0.0 3 8.5 0.0 49.3 0.0 0.252 TL 14.17 PV 0.8 Pipe: 4 -33.1 1.109 PL 29.38 PF 6.5 3 8.5 0.0 49.3 0.0 11.0 150 FTG T PE 0.0 R1 8.5 0.0 55.9 0.0 0.167 TL 39.29 PV 0.8 Pipe: 5 -16.0 0.884 PL 7.04 PF 1.5 201 10.0 3.9 16.8 16.0 8.4 150 FTG ET PE 0.6 4 8.5 0.0 19.0 0.0 0.131 TL 11.64 Pv 0.5 Pipe: 6 -17.1 0.884 PL 7.04 PF 1.7 202 10.0 3.9 19.2 17.1 8.9 150 FTG ET PE 0.6 5 8.5 0.0 21.5 0.0 0.148 TL 11.64 PV 0.5 Pipe: 7 -16.0 0.884 PL 19.29 PF 2.5 4 8.5 0.0 19.0 0.0 8.4 150 FTG - - -- PE 0.0 5 8.5 0.0 21.5 0.0 0.131 TL 19.29 PV 0.5 Pipe: 8 -33.1 0.884 PL 42.29 PF 24.2 5 8.5 0.0 21.5 0.0 17.3 150 FTG 2ET PE 0.0 2 8.5 0.0 45.8 0.0 0.502 TL 48.20 PV 2.0 Pipe: 9 -33.1 1.610 PL 5.50 PF 0.6 R1 8.5 0.0 55.9 0.0 5.2 120 FTG C PE 2.4 BF1 3.0 0.0 58.8 0.0 0.041 TL 14.50 PV 0.2 Pipe: 10 FIXED PRESSURE LOSS DEVICE BF2 3.0 0.0 63.8 0.0 5.0 psi, 33.1 gpm BF1 3.0 0.0 58.8 0.0 Pipe: 11 -33.1 1.610 PL 2.00 PF 0.1 BF2 3.0 0.0 63.8 0.0 5.2 120 FTG - - -- PE 0.9 R2 1.0 0.0 64.8 0.0 0.041 TL 2.00 PV 0.2 Pipe: 12 -33.1 1.959 PL 50.00 PF 0.7 R2 1.0 0.0 64.8 0.0 3.5 150 FTG ETG PE -0.6 U1 2.5 SRCE 64.8 (N /A) 0.010 TL 65.00 PV 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/12/2002 C: \HAS573 \BEEHIVE HOME #2 - TWO HEADS.SDF JOB TITLE: Beehive Home #2 (Remote #2) NOTES: (1) Calculations were performed by the HASS 7.3 computer program under license no. 16010595 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.017 gpm and a maximum imbalance at any node of 0.199 gpm. (3) velocity pressures are printed for information only and are not used in balancing the system. Maximum water velocity is 17.3 ft /sec at pipe 8. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * Diameter (in) 0.884 1.109 PAGE: A Diameter (in) 1.610 PAGE: K Diameter (in) 1.959 MATERIAL: S40 HWC: 120 Equivalent Fitting Lengths in Feet E T L C B G A Ell Tee LngEll Chkvly BfyVly GatVly AlmChk 0.87 2.17 0.87 2.17 2.61 0.43 4.35 2.62 6.56 2.62 6.56 7.87 1.31 13.11 MATERIAL: S40 HWC: 120 Equivalent Fitting Lengths in Feet E T L C B G A Ell Tee LngEll ChkVly BfyVly GatVly AlmChk 4.00 8.00 2.00 9.00 6.00 1.00 10.00 MATERIAL: CT -K HWC: 150 Equivalent Fitting Lengths in Feet E T F R C S G Ell Tee 45 -Ell TeeRun Couplg SwgChk GatVly 5.50 9.00 2.00 0.50 0.50 9.00 0.50 D N DPV1v NPTee 4.35 2.17 13.11 6.56 D N DPVIv NPTee 10.00 8.00 N NPTee 9.00 DATE: 2/12/2002 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 C: \HASS73 \BEEHIVE HOME #2 - TWO HEADS.SDF JOB TITLE: Beehive Home #2 (Remote #2) WATER SUPPLY ANALYSIS 100.0 G A G 2 E 60.0 P R E S S R 40.0 ( p 20.0 0.0 -14.7 Static: 83.00 psi Resid: 73.00 psi Flow: 1183.0 gpm 40(600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) 1 2 LEGEND Available pressur 82.99 psi @ 33.1 Required pressure 64.82 psi @ 33.1 —c —D —F — —H —J —K —L — M — N —0 —R —s —T B REMOTE AREA ## (ONE HEAD FLOWING): NFPA 13D (MODIFIED) OCCUPANCY. 1 HEAD CALCULATED AT 18gpm. SYSTEM DEMAND: 18gpm AT 46.0psi 9 REMOTE AREA #2 (TWO HEADS FLOWING): NFPA 13D (MODIFIED) OCCUPANCY. 2 HEADS CALCULATED AT 16gpm PER HEAD. SYSTEM DEMAND: 33.1 gpm AT 64.8psi 1 1 ,0 1 „ 12 1 1 13 1 1 4 15 BATH BEDROOM 3 BEDROOM 2 ACTIVITY ROOM BEDROOM 1 RIDGE LINE LIVING ROOM 'BEDROOM 8 DINING ROOM BATH 1 -1 BEDROOM 12 BEDROOM 10 BEDRM 11 4/ / -814 2 -10 2 -814 /o % 1 3 -5h LAUNDRY 2" UNDERGROUND (BY OTHERS) NOTICE INSTALLATION /LAYOUT DRAWINGS INDICATE THE PROPOSED LOCATION OF PIPING, PIPE STANDS, COMPONENTS, ETC. FIELD ADJUSTMENTS OF PIPE ROUTING, PIPE LENGTHS, AND POSITIONING OF HANGERS, ETC. SHALL BE ANTICIPATED AND EXPECTED. THESE CHANGES SHALL MEET NFPA REQUIREMENTS AND ARE TO BE RED -LINED AND INCORPORATED ONTO THE "AS- BUILT" DRAWINGS ACCORDINGLY. R IS THE OWNER'S RESPONSIBILITY TO PROVIDE ADEQUATE HEAT TO PREVENT FREEZING THROUGHOUT WET PPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE AND OTHER TYPES OF VALVES CONTROWNG WATER SUPPLS TO SPRINKLER SYSTEMS. WATER SUPPLY INFORMATION STATIC 83 psi RESIDUAL 73 psi cpi4 F<owiNG 1183 Flow DATE N/A LOCATION West Main Street souRCE OF INFORMATION Rexburg City Water Dept. LINE DESIGNATION - CALCULATION DESIGNATION NEW UNDERGROUND - EXISTING UNDERGROUND REVISIONS - FIRE PROTECTION PLAN SCALE: 1/8 = 1' -0 3/8" WOOD SCREW (TYPICAL) 1 CROSSIAAIN A" 1 CROSS MAIN DESIGNATION— — — — FEED MAIN DESIGNATION - ELEVATION TO Q OF PIPE (AS NOTED) - - r 0 O — -- — A TENT INSULATION OVER PLASTIC VISQUEEN/PIPING AND SECURE TO :TRUSS PIPE TENTING D( NOT TO SCALE NOMENCLATURE ALARM VALVE & RISER - — — — - HORIZONTAL ALARM VALVE - — — - DRY PIPE VALVE & RISER - — — - DELUGE VALVE & RISER — — — — CHECK VALVE -- - - - - -- FLOW SWITCH --- • - - - -- WATER MOTOR GONG ELECTRIC BELL TENT PIPING WITH PLASTIC VISQUEEN (OR EQUAL) AND SECURE TO TRUSS CHORD OF WOOD TRUSS CONTROL VALVE KEY VALVE - - POST INDICATOR VALVE (PIV)- — - PIV W/TAMPER SWITCH - — — — - FIRE DEPARTMENT CONNECTION- - FLUSH FIRE DEPT CONNECTION - - FIRE HYDRANT - FIRE HYDRANT W /PUMP — — — — 3/8" WOOD SCREW (TYPICAL) NOT TO SCALE PIPE STRAP PIPE STRAP HANGER DETAIL 16 BOTTOM CHORD OF WOOD TRUSS 17 UPRIGHT ON 1" RISER — — STANDARD UPRIGHT HEAD — — — — — — STANDARD PENDENT HEAD — — — — — — PENDENT HEAD BELOW CEIUNG — — — — STANDARD UPRIGHT SIDEWALL — — — — STANDARD PENDENT SIDEWALL — — — — HORIZONTAL SIDEWALL — — HEAD ABOVE & BELOW CEIUNG DRY PENDENT HEAD FLUSH TYPE HEAD — — EARTHQUAKE BRACE RISE UP — DROP DOWN 1. All— thread rod 2. U —hook 3. Coach screw 4. Eye —rod 5. U—boft 6. Pipe strap 7. Bracket 8. 18 tt, . MPA1 Pttt. M. ttJ. 1.ttU IMPtJP.ttttt.►.tINIMPtAW._ .y....p.wwww.men.wwamrr:ww oOdi r.i6 ∎40.Ai:w∎.i lr� wAtrM4I.A.... mr 1 , 1 • CLO SAMMY SIDEWINDER (WOOD) HANGERS BEDRM 4 SAMMY SCREW HANGER DETAILS NOT TO SCALE A. Top Beam Clamp B. Nut & Washer C. Unistrut Nut D. Drop —in Anchor E. Hitt; Stud F. Lag Bolt 19 G. Rod Coupling H. Wing Toggle 9. Special (See Detail) I. Side Beam Bracket J. Speedy Fostener j0 Sprinkler Reliable F1 /RES CCP BEDRM 5 Type Cone 21 Fin. White 22 BEDRM 6 HEAD COUNT Orif. 3/8" BUILDING SECTION SCALE: 1/8 = 1' -0 K —Fac. 3.9 Can White 13 Temp. 155 BEDRM 7 Symb. Total 14 15 3/8' SAMMY SCREW FOR W000 At -T; FEAD RCS --PIPE RING SAMMY SCREW HANGER DETAILS NOT TO SCALE Qty. 56 BEDRM 8 884 - 202- 02.dwg 26 NOTE: 1 1 27 28 t.tA.t.Rt.t .t•t:► t, tJAt.K...t44ti 1 1 BEDRM 9 THIS DRAWING IS BEING PROVIDED FOR THE LOCAL AHJ AND BUILDING DEPARTMENT REVIEW FOR BUILDING PERMIT PURPOSES. THIS DESIGN SHALL BE SUBMITTED TO THE STATE FIRE MARSHAL FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION OF THE SYSTEM. 3 -D FIRE PROTECTION, INC. Design • Installation Maintenah - ice • Inspection For Service or Repair & .'4 Hrs. Erne Service Pie(se Cali (208 525 -8377 Fax (208) 525— 1 BEDRM 10 P.J. Box 50845 Idaho Falls, Idaho 83405 -0845 29 CLO 30 N 31 1 1 32 33 FITTERS NOTES 1) ALL PIPE DIMENSIONS SHOWN ARE CENTER TO CENTER. 2) WHERE FIRE SPRINKLER PIPING PENETRATES IDENTIFIED FIRE WALLS, FIRE CAULK AND SEAL PENETRATIONS AS REQUIRED. 3) COORDINATE THE LOCATION OF ALL SPRINKLER PIPING WITH OTHER SUBCONTRACTORS ON THE JOB TO AVOID POSSIBLE OBSTRUCTIONS TO SPRINKLER DISCHARGE. 4) LOCAL AUTHORITY HAVING JURISDICTION: REXBURG FIRE MARSHAL CHRIS HUSKINSON - TELEPHONE: 359 -3010 Contract Name: Beehive Home #2 408 West Main Rexburg, Idaho Contract with: Hancock Construction Menan, Idaho Description: Fire Protection Plan CAROL HENSCHEID NICET III NO. 100827 ENGINEERING TECH. 2002 10' SCALE: 1/8" = 1' -0 20' Scale: As Noted Drown: C. Henscheid Checked: L. Hayward Date: 02/12/02 Revision: Contract # 884 -202 Drawing: F -2 of 2