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HomeMy WebLinkAboutBP, CO & DOCS - 04-00330 - The Village Apartments - ClubhouseINSPECTION CARD CITY OF REXBURG AMERICAS FAMILY COMMUNITY Building Permit ISSUED TO: 0 400330 PERMIT #: NAME: Mckinley Sands FOR THE CONSTRUCTION OF: Found Village Clubhouse JOB ADDRESS: 490 Pioneer Rd GENERAL CONTRACTOR: Westbrook Development This permit is issued subject to the regulations contained in Building Code and Zoning Regulations of the City of Rexbug. It is specifically understood that this Permit does not allow any Variance to the regulations of the City of Rexburg or Zoning Codes unless specifically approved by the City Council and explained on the Building Permit Application as approved bythe Building Inspector. Date Approved Issued By Building Inspector THIS PERMIT MUST BE PROMINANTLY DISPLAYED AT THE BUILDING SITE THE BUILDING MAY NOT BE OCCUPIED OR USED WITHOUT FIRST OBTAINING ACERTIFICATE OF OCCUPANCY 1) A complete set of approved drawings along with the permit must be kept No work shall be done on any part of on the premises during construction. the building beyond the point indicated NOTICE! 2) The permit will become null and void in the event of any deviation from the in each successive inspection without accepted drawings. approval. No structural framework of 3) No foundation, structural, electrical, nor plumbing work shall be concealed any underground work shall be covered without approval. BUILDING Date Approved �1. L ayout . Footing 3. Foundation 4. Framing 5. Insulation 6. Drywall 7. Sidewalk 8. Final 9. Mechanical OTHER Date Ap F roved 1. Fire Department Fine PLUMBING Date Approved 1. Sewer Service Conn 2. Water Service Conn( 3. Rough -In 24 Hour Notice and Permit Number required to make inspection appointments For Inspections Call 359 -3020 option 2 ACERTIFICATE OF OCCUPANCY CAN NOT BE ISSUED PRIOR TO FINAL ELECTRICAL & PLUMBING INSPECTION CITY OF REXBURAG w AMERICAS FAMILY COMMUNny Building Permit No: Applicable Edition of Code: Site Address: Use and Occupancy: Type of Construction: Design Occupant Load: Sprinkler System Required: City of Rexburg Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Phone (208) 359 - 3020 / Fax (208) 359 - 3022 0400330 490 Pioneer Rd V � Ila9� Clulok�ae, $ �— Name and Address of Owner: Mckinley Sands 33801 1 st Way So Suite 281 Federal Way, WA 98003 Contractor: Special Conditions: Occupancy: Westbrook Development This Certificate, issued pursuant to the requirements of Section 109 of the International Building Code, certifies that, at the time time of issuance, this building or that portion of the building that vies inspected on the date listed vies found to be in compliance vuth the requirements of the code for the group and division of occupancy and the use for Mich the proposed occupancy vies classified. Date C.O. Issued: February 28, 2005 (12:52PM) C.O Issued by: Building Official There shall be no further 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 Building Official has reviewed and approved said future changes. Water Department: CERTIFICATE OF OCCUPANCY Fire D State of Idaho Electrical Department (208- 356 -48 ar t° ' CITY OF II REXBURIG . AMERICAS FAMILY COMMUNrrY Building Permit No: Applicable Edition of Code: Site Address: Use and Occupancy: Type of Construction: Design Occupant Load: Sprinkler System Required: CERTIFICATE OF OCCUPANCY City of Rexburg Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Phone (208) 359 -3020 / Fax (208) 359 -3022 Name and Address of Owner: Contractor: Special Conditions: Occupancy: 0400330 490 Pioneer Rd Mckinley Sands 33801 1st Way So Suite 281 Federal Way, WA 98003 Westbrook Development This Certificate, issued pursuant to the requirements of Section 109 of the International Building Code, certifies that, at the time time of issuance, this building or that portion of the building that vvas inspected on the date listed vies found to be in compliance Mh the requirements of the code for the group and division of occupancy and the use for Mich the proposed occupancy saes classified. Date C.O. Issued: February 25 (09:4 M) C.O Issued by: Building Official There shall be no further change in the e)asting occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Building Official has reviewed and approved said future changes. - 32 Water De artmen P Fire Department- 5 State of Idaho Electrical Depart ent (208 - 356- 4830): a Ink n y ���BCtSNE� CITY OF RE "BUNG AMERICA'S FAMILY COMMU FFY April 26, 2005 TO: Verna Murray c/o Surveys Inc. 1920 South Puget Drive Renton, WA 98055 RE: Village Apartments 490 Pioneer Road Rexburg, ID 83440 ZONING DETERMINATION LETTER To Whom it may Concern: This letter is to verify that the Apartments located at the above address are zoned HDR or High Density Residential. I have attached the sections of Ordinance #725 that pertain to your questions on setbacks, etc. The project is legal and conforming for the zone in which it is located. Parking for the use of the various buildings is currently in conformance. The parking is in compliance with the Planning and Zoning Ordinance #725 which was in force at the time of project approval. This letter verifies that the Apartments are subject to Section 8.6 of Rexburg City Ordinance #725 which states that a legal nonconforming structure or a structure occupied by a nonconforming use which is damaged or destroyed by fire, flood wind, earthquake, or other calamity may be restored, provided such restoration begins within one year from the date of destruction and is pursued diligently. The property is not in a special, restrictive, or overlay zone. The apartments are not part of a PUD. There are no special exceptions on the property to our knowledge. If you have any other questions please do not hesitate to call. Sincerely, — c '� Kurt L. ibbert, MPA Community Development Director 359 -3020 ext. 314 6K x ,30 GLENN C WELLS, AIA Val Christensen, Bldg. Official City of Rexburg P. O. BOX 280 Rexburg, ID 83440 RE: The Village Apartments — Recreation Building cz.W 61MMS e Dear Val: After further review, the corridor in the recreation building does not need to be one -hour rated since the occupancy serving that corridor is less than 50 persons and the travel distance is less than 200 feet. This is true since both the lounge and the media rooms are less than 50 persons each and are required to have only one exit; both have exits directly to the exterior. This means that the two layers of gypsum wallboard may be eliminated in detail #3 /sheet A5.3. If you have any questions concerning this matter, please do not hesitate to call. Yours very truly,, ' C Wells Principal 324 WEST BAY DRIVE NW • P. O. BOX 3016 • LACEY, WASHINGTON • 98509 PHONE: (360) 352 -4553 • FAX: (360) 352 -7867 -E-MAIL: GLENN. WELLS @COMCAST.NET State of Idaho DIRE: KEMPTHOR.N'E DEPARTMENT OF INSURANCE Governor 700 West State Street, 3rd Floor Boise, Idaho 83720 -0043 Phone(208)334 -4370 FAX a (208)3341375 MARY L. HARTUNG s Director MARK LARSON State Fire Marshal PLAN REVIEW FOR FIRE SPRINKLER SYSTEMS `: PROJECT T' " A-CE WJ?Ar ' STREET ADDRESS: Oad 'n S, CITY i FIRE PROTECTION CONTRACTOR: F1 o ADDRESS 50 9y 5 CITY STATE: T' ZIP: 95*" PHONEN'0 .525- 3 FAX NO: SIGN'ATL'RE ON PLAN: G. DATE ON PLAN: -o DATE PLAN RECEIVED: -Z _o DATE PLAN REVIEWED: o• 6 - iTE. \0 CODE REFERENCE DEFICIENCY NOTED I I S •.r 4 IV Z N F t 3 V cSPR/n�ISI.ER .v G I AT -8.5 i f r x I � I c is s I i I " I NOTE: SYSTEMS EXCEEDING 100 SPRINKLERS IN SIZE SHALL BE CONSTANTLY SUPERVISED AT A CENTRAL LOCATION – U.F.C. 10.307 t NOTE: - -'— IT IS ACKNOWLEDGED THAT AN UNAPPROVED BACKFLOW PREVENTER IS INSTALLED PER THE DEMAND OF THE LOCAL WATER PURVEYER. DUE TO THE HIGH PRUPORTED FAILURE RATE, STATE FIRE MARSHAL'S OFFICE, AND ITS PERSONNEL, DOES NOT APPROVE OF OR TAKE ANY RESPONSIBILITY FOR THE BACKFLOW DEVICE. REVIEWED BY: Idaho Enterprises PO Box 9 Fairfield, Idaho 83327 PLANS REVIEWER: Mel Fletcher Ph 208 -764 -2337 Fax 208 - 764 -2090 CC TO Mark Larson Idaho Surveying & Rating File A.H.J. - R?XB QR(, PP APPROVED - If deficiencies noted above are corrected and subject to a field inspection. - Resubmit with items noted * corrected. 0 Equal Opporruninv Employer 3 -D FIRE PROTECTION, INC. P. 0. BOX 50845 IDAHO FALLS, ID 83405 -0845 HYDRAULIC CALCULATIONS FOR The Village Apartments Buildings 1, 3 & 7 Rexburg, Idaho DATE: SEP 9, 2003 - DESIGN DATA - OCCUPANCY CLASSIFICATION: NFPA 13R AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: FLOW AND PRESSURE (@ BOR): SPRINKLER ORIFICE SIZE: Largest Compartment 16' -0 x 16' -0 (256 sq. ft.) 3 sprinklers 52.6 gpm 152.6 gpm @ 66.3 psi 3/8 inch NAME OF CONTRACTOR: 3 -D Fire Protection Inc DESIGN /LAYOUT BY: Carol Henscheid NICET III #100827 AUTHORITY HAVING JURISDICTION: Idaho State Fire Marshal CONTRACTOR CERTIFICATION NUMBER: Idaho State Fire Sprinkler Contractor #FPC -008 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/9/2003C:\HASS75\999 - 203 - THE VILLAGE APARTMENTS\BLDGS 1, 3, 7.SDF JOB TITLE: The Village Apts Bldgs 1, 3 & 7 TOTAL HOSE STREAM ALLOWANCE AT SOURCE WATER.SUPPLY DATA GPM OTHER HOSE STREAM ALLOWANCES 55.0 GPM SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) U1 90.0 85.0 1252.0 89.8 207.6 66.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 207.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 55.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 52.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 101 28.6 K= 4.00 18.1 17.0 102 28.6 K= 4.00 18.7 17.3 103 28.6 K= 4.00 20.9 18.3 1 8.5 - - - - 29.0 - - - 2 8.5 - - - - 29.7 - - - 3 8.5 - - - - 32.1 - - - 4 7.8 - - - - 30.9 - - - 5 7.8 - - - - 31.0 - - - 6 7.8 - - - - 33.5 - - - R1 7.8 - - - - 51.5 - - - BF1 2.0 - - - - 55.3 - - - BF2 2.0 - - - - 60.3 - - - R2 2.0 - - - - 61.1 - - - D1 1.5 HOSE STREAM 61.4 55.0 R3 1.0 - - - - 61.6 - - - U1 2.5 SOURCE 66.3 107.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/9/2003C: \HASS75 \999 -203 - THE VILLAGE APARTMENTS \BLDGS 1, 3, 7.SDF JOB TITLE: The Village Apts Bldgs 1, 3 & 7 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 -17.0 1.109 PL 20.80 PF 2.2 101 28.6 4.0 18.1 17.0 5.6 150 FTG E2T PE 8.7 1 8.5 0.0 29.0 0.0 0.049 TL 44.57 PV Pipe: 2 -17.3 1.109 PL 21.00 PF 2.3 102 28.6 4.0 18.7 17.3 5.8 150 FTG E2T PE 8.7 2 8.5 0.0 29.7 0.0 0.050 TL 44.77 PV Pipe: 3 -18.3 1.109 PL 21.00 PF 2.5 103 28.6 4.0 20.9 18.3 6.1 150 FTG E2T PE 8.7 3 8.5 0.0 32.1 0.0 0.056 TL 44.77 PV Pipe: 4 -17.0 1.109 PL 18.62 PF 1.6 1 8.5 0.0 29.0 0.0 5.6 150 FTG ET PE 0.3 4 7.8 0.0 30.9 0.0 0.049 TL 32.49 PV Pipe: 5 -17.3 1.109 PL 1.71 PF 1.0 2 8.5 0.0 29.7 0.0 5.8 150 FTG 2ET PE 0.3 5 7.8 0.0 31.0 0.0 0.050 TL 19.54 PV Pipe: 6 -18.3 1.109 PL 5.96 PF 1.1 3 8.5 0.0 32.1 0.0 6.1 150 FTG ET PE 0.3 6 7.8 0.0 33.5 0.0 0.056 TL 19.83 PV Pipe: 7 -17.0 1.109 PL 3.58 PF 0.2 4 7.8 0.0 30.9 0.0 5.6 150 FTG - - -- PE 0.0 5 7.8 0.0 31.0 0.0 0.049 TL 3.58 PV Pipe: 8 -34.3 1.109 PL 14.00 PF 2.5 5 7.8 0.0 31.0 0.0 11.4 150 FTG - - -- PE 0.0 6 7.8 0.0 33.5 0.0 0.178 TL 14.00 PV Pipe: 9 -52.6 1.109 PL 41.88 PF 18.0 6 7.8 0.0 33.5 0.0 17.5 150 FTG E PE 0.0 R1 7.8 0.0 51.5 0.0 0.393 TL 45.84 PV Pipe: 10 -52.6 1.610 PL 8.75 PF 1.2 Rl 7.8 0.0 51.5 0.0 8.3 120 FTG E PE 2.5 BF1 2.0 0.0 55.3 0.0 0.097 TL 12.75 PV Pipe: 11 FIXED PRESSURE LOSS DEVICE BF2 2.0 0.0 60.3 0.0 5.0 psi, 52.6 gpm BF1 2.0 0.0 55.3 0.0 Pipe: 12 -52.6 1.610 PL 1.00 PF 0.9 BF2 2.0 0.0 60.3 0.0 8.3 120 FTG T PE 0.0 R2 2.0 0.0 61.1 0.0 0.097 TL 9.00 PV 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/9/2003C: \HASS75 \999 -203 - THE VILLAGE APARTMENTS \BLDGS 1, 3, 7.SDF JOB TITLE: The Village Apts Bldgs 1, 3 & 7 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: 13 -52.6 2.469 PL 0.50 PF 0.0 R2 2.0 0.0 61.1 0.0 3.5 120 FTG - - -- PE 0.2 D1 1.5 H.S. 61.4 55.0 0.012 TL 0.50 PV Pipe: 14 -107.6 2.469 PL 0.50 PF 0.0 D1 1.5 H.S. 61.4 55.0 7.2 120 FTG - - -- PE 0.2 R3 1.0 0.0 61.6 0.0 0.045 TL 0.50 PV Pipe: 15 -107.6 2.323 PL 80.00 PF 5.4 R3 1.0 0.0 61.6 0.0 8.1 150 FTG 2ET PE -0.6 U1 2.5 SRCE 66.3 (N /A) 0.040 TL 133.37 PV NOTES: (1) Calculations were performed under license no. 16010595 HRS Systems, 4792 LaVista Tucker, GA by the HASS 7.5 computer program granted by Inc. Road 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.007 gpm and a maximum imbalance at any node of 0.103 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 17.5 ft /sec at pipe 9. (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 D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly NPTee 1.109 2.62 6.56 2.62 6.56 7.87 1.31 13.11 13.11 6.56 2.323 8.83 17.66 5.30 19.42 10.60 1.77 17.66 17.66 17.66 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly NPTee 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.469 6.00 12.00 4.00 14.00 7.00 1.00 10.00 10.00 12.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/9/2003C:\HASS75\999 -203 - THE VILLAGE APARTMENTS\BLDGS 1, 3, 7.SDF JOB TITLE: The Village Apts Bldgs 1, 3 & 7 00 c c c c c c c H CJ� a( �a a. w a4 . a w H 3 f 0 O 00 O O w r-1 O O '1Z w 3 O a F-4 O O N O O O .—I • I O O O O O O O O O O O O O O O 00 l0 cM N c-1 L7 FC D C4 w a, a4 W W Wn D O� w — 04 C O - r SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/9/2003C: \HASS75 \999 -203 - THE VILLAGE APARTMENTS \BLDGS 1, 3, 7.SDF JOB TITLE: The Village Apts Bldgs 1, 3 & 7 WATER SUPPLY CURVE 96+ I I 88+ \ \ \ \ \ \ \ \ \ \ \ \\ * < -85.0 psi @ 1252 gpm Flow Test Point i 80+ I I I 72+ I I IX P 64+ R I E S I S 56+ U I R E I 48+ ( I P I S I I 40+ I I 32+ I I I 24+ I I 16+ LEGEND " I " I X = Required Water Supply I 66.32 psi @ 207.6 gpm " 8+ ' 1 0 = Available Water Supply " I 89.82 psi @ 207.6 gpm " I " 0++-+---+----+-----+------+--------+-------- +--------- +------ - - - - -+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) 3 -D FIRE PROTECTION, INC. P. 0. BOX 50845 IDAHO FALLS, ID 83405 -0845 HYDRAULIC CALCULATIONS FOR The Village Apartments Buildings 2 & 4 Rexburg, Idaho. DATE: SEP 9, 2003 - DESIGN DATA - OCCUPANCY CLASSIFICATION: NFPA 13R AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: Largest Compartment 18' -0 x 18' -0 (324 sq.ft.) Pendent 16' -0 x 16' -0 (256 sq.ft.) Sidewall 3 pendent sprinklers 1 sidewall sprinkler TOTAL SPRINKLER WATER FLOW REQUIRED: 73.7 gpm FLOW AND PRESSURE (@ BOR): 173.7 gpm @ 77.6 psi SPRINKLER ORIFICE SIZE: 3/8 inch NAME OF CONTRACTOR: 3 -D Fire Protection Inc DESIGN /LAYOUT BY: Carol Henscheid NICET III #100827 AUTHORITY HAVING JURISDICTION: Idaho State Fire Marshal CONTRACTOR CERTIFICATION NUMBER: Idaho State Fire Sprinkler Contractor #FPC -008 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/9/2003 C: \HASS75 \999 -203 - THE VILLAGE APARTMENTS \BLDGS 2, 4.SDF JOB TITLE: The Village Apts Bldgs 2 & 4 WATER SUPPLY DATA TAG ELEVATION NODE TYPE PRESSURE DISCHARGE SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) Ul 90.0 85.0 1252.0 89.8 238.7 79.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 238.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 65.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 73.7 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 201 17.0 K= 4.90 13.6 18.1 202 17.0 K= 4.90 14.4 18.6 203 17.0 K= 4.90 16.7 20.0 204 16.5 K= 4.00 18.1 17.0 20 17.5 - - - - 18.1 - - - 21 17.5 - - - - 17.6 - - - 22 7.8 - - - - 28.0 - - - 23 8.5 - - - - 24.0 - - - 24 7.8 - - - - 28.6 - - - 25 7.8 - - - - 48.5 - - - R1 7.8 - - - - 59.4 - - - BF1 2.0 - - - - 64.2 - - - BF2 2.0 - - - - 69.7 - - - R2 2.0 - - - - 71.3 - - - D1 1.5 HOSE STREAM 71.6 65.0 R3 1.0 - - - - 71.8 - - - U1 2.5 SOURCE 79.1 138.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/9/2003 C: \HASS75 \999 -203 - THE VILLAGE APARTMENTS \BLDGS 2, 4.SDF JOB TITLE: The Village Apts Bldgs 2 & 4 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 -18.1 1.109 PL 13.00 PF 0.7 201 17.0 4.9 13.6 18.1 6.0 150 FTG - - -- PE 0.0 202 17.0 4.9 14.4 18.6 0.055 TL 13.00 PV Pipe: 2 -36.7 1.109 PL 5.83 PF 4.0 202 17.0 4.9 14.4 18.6 12.2 150 FTG ET PE -0.2 20 17.5 0.0 18.1 0.0 0.202 TL 19.70 PV Pipe: 3 -20.0 1.109 PL 12.50 PF 1.1 203 17.0 4.9 16.7 20.0 6.7 150 FTG E PE -0.2 21 17.5 0.0 17.6 0.0 0.066 TL 16.46 PV Pipe: 4 -20.0 1.109 PL 1.00 PF 0.1 21 17.5 0.0 17.6 0.0 6.7 150 FTG - - -- PE 0.4 204 16.5 4.0 18.1 17.0 0.066 TL 1.00 PV Pipe: 5 -36.7 1.109 PL 10.25 PF 5.7 20 17.5 0.0 18.1 0.0 12.2 150 FTG 2ET PE 4.2 22 7.8 0.0 28.0 0.0 0.202 TL 28.08 PV Pipe: 6 -37.0 1.109 PL 8.00 PF 2.5 204 16.5 4.0 18.1 17.0 12.3 150 FTG E PE 3.5 23 8.5 0.0 24.0 0.0 0.205 TL 11.96 PV Pipe: 7 -37.0 1.109 PL 6.83 PF 4.2 23 8.5 0.0 24.0 0.0 12.3 150 FTG ET PE 0.3 24 7.8 0.0 28.6 0.0 0.205 TL 20.70 PV Pipe: 8 -36.7 1.400 PL 8.75 PF 0.6 22 7.8 0.0 28.0 0.0 7.6 150 FTG - - -- PE 0.0 24 7.8 0.0 28.6 0.0 0.065 TL 8.75 PV Pipe: 9 -73.7 1.400 PL 55.54 PF 20.0 24 7.8 0.0 28.6 0.0 15.4 150 FTG 6E PE 0.0 25 7.8 0.0 48.5 0.0 0.236 TL 84.71 PV Pipe: 10 -73.7 1.602 PL 83.34 PF 10.9 25 7.8 0.0 48.5 0.0 11.7 150 FTG E PE 0.0 R1 7.8 0.0 59.4 0.0 0.122 TL 89.24 PV Pipe: 11 -73.7 1.610 PL 8.75 PF 2.3 R1 7.8 0.0 59.4 0.0 11.6 120 FTG E PE 2.5 BF1 2.0 0.0 64.2 0.0 0.180 TL 12.75 PV Pipe: 12 FIXED PRESSURE LOSS DEVICE BF2 2.0 0.0 69.7 0.0 5.5 psi, 73.7 gpm BF1 2.0 0.0 64.2 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/9/2003 C: \HASS75 \999 -203 - THE VILLAGE APARTMENTS \BLDGS 2, 4.SDF JOB TITLE: The PIPE TAG END ELEV. NODES (FT) Pipe: 13 BF2 2.0 R2 2.0 Pipe: 14 R2 2.0 D1 1.5 Pipe: 15 D1 1.5 R3 1.0 Pipe: 16 R3 1.0 U1 2.5 Village Apts Bldgs 2 & 4 Q(GPM) DIA(I NOZ. PT DISC. VEL(FPS) HW(C) (K) (PSI) (GPM) FL /FT -73.7 1.610 0.0 69.7 0.0 11.6 120 0.0 71.3 0.0 0.180 -73.7 2.469 0.0 71.3 0.0 4.9 120 H.S. 71.6 65.0 0.022 -138.7 2.469 H.S. 71.6 65.0 9.3 120 0.0 71.8 0.0 0.072 -138.7 2.323 0.0 71.8 0.0 10.5 150 SRCE 79.1 (N /A) 0.064 V) LENGTH PRESS. (FT) SUM. (PSI) PL 1.00 PF 1.6 FTG T PE 0.0 TL 9.00 PV PL 0.50 PF 0.0 FTG - - -- PE 0.2 TL 0.50 PV PL 0.50 PF 0.0 FTG - - -- PE 0.2 TL 0.50 PV PL 69.00 PF 7.9 FTG 2ET PE -0.6 TL 122.37 PV NOTES: (1) Calculations were performed by the HASS 7.5 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 0.003 gpm and a maximum imbalance at any node of 0.051 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 15.4 ft /sec at pipe 9. (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 D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly NPTee 1.109 2.62 6.56 2.62 6.56 7.87 1.31 13.11 13.11 6.56 1.400 3.22 6.44 2.15 7.51 6.44 1.07 10.73 10.73 6.44 1.602 3.90 7.81 1.95 8.78 5.86 0.98 9.76 9.76 7.81 2.323 8.83 17.66 5.30 19.42 10.60 1.77 17.66 17.66 17.66 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/9/2003 C:\HASS75\999 -203 - THE VILLAGE APARTMENTS\BLDGS 2, 4.SDF JOB TITLE: The Village Apts Bldgs 2 & 4 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.469 6.00 12.00 4.00 14.00 7.00 1.00 10.00 10.00 12.00 DATE: 9/9/2003 JOB TI c c c c c c c H + a+ a OW a. a w H SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 C:\HASS75\999 -203 — THE VILLAGE APARTMENTS\BLDGS 2, 4.SDF 0 0 �M 0 0 00 r—I 0 0 0 O ';T a 0 a w 0 0 N 0 0 0 I • I O 0 0 0 0 0 0 0 O o 0 0 0 0 i O 00 l0 N r—I (D r.Cr:)c9w 04 04 W W W w — - aul , A - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/9/2003 C: \HASS75 \999 -203 - THE VILLAGE APARTMENTS \BLDGS 2, 4.SDF JOB TITLE: The Village Apts Bldgs 2 & 4 WATER SUPPLY CURVE 96+ I I 88+ \ \ \ \ \ \ \ \ \ \ \ \\ * < -85.0 psi @ 1252 gpm Flow Test Point 80 +X I I I 72+ I I I P 64+ R E S S 56+ U I. R E 48+ ( I P S I 40+ I I I 32+ I 24+ I I 16+ LEGEND " I " I X = Required Water Supply " I 79.06 psi @ 238.7 gpm " 8+ " I 0 = Available Water Supply " I 89.77 psi @ 238.7 gpm " I " 0++-+---+----+-----+------+--------+-------- +--------- +------ - - - - -+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) t 3 -D FIRE PROTECTION, INC. P. 0. BOX 50845 IDAHO FALLS, ID 83405 -0845 HYDRAULIC CALCULATIONS FOR The Village Apartments Building 5 Rexburg, Idaho DATE: SEP 9, 2003 - DESIGN DATA- OCCUPANCY CLASSIFICATION: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: NFPA 13R Largest Compartment 16' -0 x 16' -0 (256 sq. ft.) 4 sprinklers 72.5 gpm FLOW AND PRESSURE (@ BOR): 172.5 gpm 0 iy.5 psi SPRINKLER ORIFICE SIZE: 3/8 inch NAME OF CONTRACTOR: 3 -D Fire Protection Inc DESIGN /LAYOUT BY: Carol Henscheid NICET III #100827 AUTHORITY HAVING JURISDICTION: Idaho State Fire Marshal CONTRACTOR CERTIFICATION NUMBER: Idaho State Fire Sprinkler Contractor #FPC -008 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 • DATE: 9/9/2003 C: \HASS75 \999 -203 - THE VILLAGE APARTMENTS \BLDG S.SDF JOB TITLE: The Village Apts Bldg 5 (PSI) (GPM) 301 WATER SUPPLY DATA 18.1 17.0 302 26.0 K= 4.00 SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) Ul 90.0 85.0 1252.0 89.8 237.5 79.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 237.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 65.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 72.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 301 26.0 K= 4.00 18.1 17.0 302 26.0 K= 4.00 18.2 17.0 303 26.0 K= 4.00 22.0 18.8 304 26.0 K= 4.00 24.2 19.7 30 8.5 - - - - 26.7 - - - 31 8.5 - - - - 27.1 - - - 32 7.8 - - - - 31.4 - - - 33 8.5 - - - - 30.9 - - - 34 7.8 - - - - 32.3 - - - 35 8.5 - - - - 33.5 - - - 36 7.8 - - - - 35.4 - - - Rl 7.8 - - - - 55.0 - - - BF1 2.0 - - - - 59.7 - - - BF2 2.0 - - - - 65.2 - - - R2 2.0 - - - - 66.8 - - - Dl 1.5 HOSE STREAM 67.0 65.0 R3 1.0 - - - - 67.3 - - - U1 2.5 SOURCE 79.5 137.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/9/2003 C: \HASS75 \999 -203 - THE VILLAGE APARTMENTS \BLDG 5.SDF JOB TITLE: The Village Apts Bldg 5 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 -17.0 1.109 PL 17.50 PF 1.0 301 26.0 4.0 18.1 17.0 5.6 150 FTG E PE 7.6 30 8.5 0.0 26.7 0.0 0.049 TL 21.46 PV Pipe: 2 -17.0 1.109 PL 17.50 PF 1.3 302 26.0 4.0 18.2 17.0 5.7 150 FTG T PE 7.6 31 8.5 0.0 27.1 0.0 0.049 TL 27.41 PV Pipe: 3 -17.0 1.109 PL 8.25 PF 0.4 30 8.5 0.0 26.7 0.0 5.6 150 FTG - - -- PE 0.0 31 8.5 0.0 27.1 0.0 0.049 TL 8.25 PV Pipe: 4 -34.0 1.109 PL 8.79 PF 4.0 31 8.5 0.0 27.1 0.0 11.3 150 FTG ET PE 0.3 32 7.8 0.0 31.4 0.0 0.176 TL 22.66 PV Pipe: 5 -18.8 1.109 PL 17.50 PF 1.3 303 26.0 4.0 22.0 18.8 6.2 150 FTG E PE 7.6 33 8.5 0.0 30.9 0.0 0.058 TL 21.46 PV Pipe: 6 -18.8 1.109 PL 5.50 PF 1.1 33 8.5 0.0 30.9 0.0 6.2 150 FTG ET PE 0.3 34 7.8 0.0 32.3 0.0 0.058 TL 19.37 PV Pipe: 7 -19.7 1.109 PL 17.50 PF 1.7 304 26.0 4.0 24.2 19.7 6.5 150 FTG T PE 7.6 35 8.5 0.0 33.5 0.0 0.064 TL 27.41 PV Pipe: 8 -19.7 1.109 PL 10.42 PF 1.5 35 8.5 0.0 33.5 0.0 6.5 150 FTG ET PE 0.3 36 7.8 0.0 35.4 0.0 0.064 TL 24.29 PV Pipe: 9 -34.0 1.400 PL 16.50 PF 0.9 32 7.8 0.0 31.4 0.0 7.1 150 FTG - - -- PE 0.0 34 7.8 0.0 32.3 0.0 0.056 TL 16.50 PV Pipe: 10 -52.8 1.400 PL 14.58 PF 3.1 34 7.8 0.0 32.3 0.0 11.0 150 FTG 2E PE 0.0 36 7.8 0.0 35.4 0.0 0.127 TL 24.30 PV Pipe: 11 -72.5 1.400 PL 71.08 PF 19.6 36 7.8 0.0 35.4 0.0 15.1 150 FTG 3E PE 0.0 R1 7.8 0.0 55.0 0.0 0.229 TL 85.67 PV Pipe: 12 -72.5 1.610 PL 8.75 PF 2.2 Rl 7.8 0.0 55.0 0.0 11.4 120 FTG E PE 2.5 BF1 2.0 0.0 59.7 0.0 0.175 TL 12.75 PV DATE: 9/9/2003 JOB TITLE: The PIPE TAG END ELEV. NODES (FT) Pipe: 13 BF2 2.0 BF1 2.0 Pipe: 14 BF2 2.0 R2 2.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 C:\HASS75\999 -203 - THE VILLAGE APARTMENTS\BLDG 5.SDF Village Apts Bldg 5 Q(GPM) DIA(IN) LENGTH PRESS. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. (K) (PSI) (GPM) FL /FT (PSI) FIXED PRESSURE LOSS DEVICE 0.0 65.2 0.0 5.5 psi, 72.5 gpm 0.0 59.7 0.0 -72.5 1.610 PL 1.00 PF 1.6 0.0 65.2 0.0 11.4 120 FTG T PE 0.0 0.0 66.8 0.0 0.175 TL 9.00 PV Pipe: 14A -72.5 2.469 PL 0.50 PF 0.0 R2 2.0 0.0 66.8 0.0 4.9 120 FTG - - -- PE 0.2 Dl 1.5 H.S. 67.0 65.0 0.022 TL 0.50 PV Pipe: 15 -137.5 2.469 PL 0.50 PF 0.0 D1 1.5 H.S. 67.0 65.0 9.2 120 FTG - - -- PE 0.2 R3 1.0 0.0 67.3 0.0 0.071 TL 0.50 PV Pipe: 16 -137.5 2.323 PL 122.50 PF 12.9 R3 1.0 0.0 67.3 0.0 10.4 150 FTG 4ET PE -0.6 U1 2.5 SRCE 79.5 (N /A) 0.063 TL 202.55 PV NOTES: (1) Calculations were performed by the HASS 7.5 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 0.003 gpm and a maximum imbalance at any node of 0.057 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 15.1 ft /sec at pipe 11. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 " DATE: 9/9/2003 C:\HASS75\999 -203 - THE VILLAGE APARTMENTS\BLDG 5.SDF JOB TITLE: The Village Apts Bldg 5 PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly NPTee 1.109 2.62 6.56 2.62 6.56 7.87 1.31 13,11 13.11 6.56 1.400 3.22 6.44 2.15 7.51 6.44 1.07 10.73 10.73 6.44 2.323 8.83 17.66 5.30 19.42 10.60 1.77 17.66 17.66 17.66 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.469 6.00 12.00 4.00 14.00 7.00 1.00 10.00 10.00 12.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/9/2003 C:\HASS75\999 -203 - THE VILLAGE APARTMENTS\BLDG 5.SDF JOB TITLE: The Village Apts Bldg 5 0 0 l ( H � a• z a w a CL' W H 3 0 N O O OD H O O H O o �V a, ,� C7 0 0 w O 0 N H 0 0 0 . I 0 0 0 0 0 0 0 0 o O o O C) OD w Cw N C9 r.0 0 0 w a, a w cn to o a w -- a. 0 • 1 -- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/9/2003 C: \HASS75 \999 -203 - THE VILLAGE APARTMENTS \BLDG 5.SDF JOB TITLE: The Village Apts Bldg 5 WATER SUPPLY CURVE 96+ I I 88+ \ \ \ \ \ \ \ \ \ \ \ \\ I * < -85.0 psi @ 1252 gpm Flow Test Point I 80 +X I I I 72+ I I I P 64+ R E S I S 56+ U R I E 48+ ( I P S I 40+ I I I 32+ i I 24+ I I 16+ LEGEND " TV I I X = Required Water Supply " I 79.51 psi @ 237.5 gpm " 8+ fl 1 0 = Available Water Supply if I 89.77 psi @ 237.5 gpm if I n 0 ++ - + --- + ---- + ----- + ------ + - -------+-------- +--------- +------ - - - - -+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) 3 -D FIRE PROTECTION, INC. P. 0. BOX 50845 IDAHO FALLS, ID 83405 -0845 HYDRAULIC CALCULATIONS FOR The Village Apartments Building 6 Rexburg, Idaho DATE: SEP 9, 2003 - DESIGN DATA - OCCUPANCY CLASSIFICATION: NFPA 13R AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: Largest Compartment 16' -0 x 16' -0 (256 sq. ft.) 4 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 69.4 gpm FLOW AND PRESSURE (@ BOR): 169.4 gpm @ 67.3 psi SPRINKLER ORIFICE SIZE: 3/8 inch NAME OF CONTRACTOR: 3 -D Fire Protection Inc DESIGN /LAYOUT BY: Carol Henscheid NICET III #100827 AUTHORITY HAVING JURISDICTION: Idaho State Fire Marshal CONTRACTOR CERTIFICATION NUMBER: Idaho State Fire Sprinkler Contractor #FPC -008 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/9/2003 C: \HASS75 \999 -203 - THE VILLAGE APARTMENTS \BLDG 6.SDF JOB TITLE: The Village Apts Bldg 6 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) U1 90.0 85.0 1252.0 89.8 234.4 67.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 234.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 65.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 69.4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 401 8.0 K= 4.00 18.1 17.0 402 8.0 K= 4.00 18.3 17.1 403 8.0 K= 4.00 19.0 17.4 404 8.0 K= 4.00 19.8 17.8 40 7.8 - - - - 19.3 - - - 41 7.8 - - - - 20.6 - - - 42 7.8 - - - - 22.1 - - - Rl 7.8 - - - - 47.9 - - - BF1 2.0 - - - - 52.4 - - - BF2 2.0 - - - - 57.9 - - - R2 2.0 - - - - 59.4 - - - Dl 1.5 HOSE STREAM 59.6 65.0 R3 1.0 - - - - 59.9 - - - U1 2.5 SOURCE 67.3 134.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/9/2003 C: \HASS75 \999 -203 - THE VILLAGE APARTMENTS \BLDG 6.SDF JOB TITLE: The Village Apts Bldg 6 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 -17.0 1.109 PL 5.92 PF 1.2 401 8.0 4.0 18.1 17.0 5.6 150 FTG 2ET PE 0.1 40 7.8 0.0 19.3 0.0 0.049 TL 23.75 PV Pipe: 2 -17.1 1.109 PL 1.50 PF 0.9 402 8.0 4.0 18.3 17.1 5.7 150 FTG 2ET PE 0.1 40 7.8 0.0 19.3 0.0 0.049 TL 19.33 PV Pipe: 3 -17.4 1.109 PL 4.50 PF 1.4 403 8.0 4.0 19.0 17.4 5.8 150 FTG E2T PE 0.1 41 7.8 0.0 20.6 0.0 0.051 TL 28.27 PV Pipe: 4 -17.8 1.109 PL 16.75 PF 2.1 404 8.0 4.0 19.8 17.8 5.9 150 FTG E2T PE 0.1 42 7.8 0.0 22.1 0.0 0.053 TL 40.52 PV Pipe: 5 -34.1 1.109 PL 7.00 PF 1.2 40 7.8 0.0 19.3 0.0 11.3 150 FTG - - -- PE 0.0 41 7.8 0.0 20.6 0.0 0.176 TL 7.00 PV Pipe: 6 -51.5 1.109 PL 4.00 PF 1.5 41 7.8 0.0 20.6 0.0 17.1 150 FTG - - -- PE 0.0 42 7.8 0.0 22.1 0.0 0.378 TL 4.00 PV Pipe: 7 -69.3 1.400 PL 108.00 PF 25.8 42 7.8 0.0 22.1 0.0 14.5 150 FTG 3E PE 0.0 R1 7.8 0.0 47.9 0.0 0.211 TL 122.59 PV Pipe: 8 -69.3 1.610 PL 8.75 PF 2.1 Rl 7.8 0.0 47.9 0.0 10.9 120 FTG E PE 2.5 BF1 2.0 0.0 52.4 0.0 0.161 TL 12.75 PV Pipe: 9 FIXED PRESSURE LOSS DEVICE BF2 2.0 0.0 57.9 0.0 5.5 psi, 69.3 gpm BF1 2.0 0.0 52.4 0.0 Pipe: 10 -69.3 1.610 PL 1.00 PF 1.5 BF2 2.0 0.0 57.9 0.0 10.9 120 FTG T PE 0.0 R2 2.0 0.0 59.4 0.0 0.161 TL 9.00 PV Pipe: 11 -69.3 2.469 PL 0.50 PF 0.0 R2 2.0 0.0 59.4 0.0 4.6 120 FTG - - -- PE 0.2 D1 1.5 H.S. 59.6 65.0 0.020 TL 0.50 PV Pipe: 12 -134.3 2.469 PL 0.50 PF 0.0 Dl 1.5 H.S. 59.6 65.0 9.0 120 FTG - - -- PE 0.2 R3 1.0 0.0 59.9 0.0 0.068 TL 0.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/9/2003 C: \HASS75 \999 -203 - THE VILLAGE APARTMENTS \BLDG 6.SDF JOB TITLE: The Village Apts Bldg 6 Equivalent Fitting Lengths in Feet PIPE TAG (in) E Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) 6.56 FL /FT 7.87 (PSI) Pipe: 13 6.56 1.400 3.22 -134.4 2.323 PL 80.00 PF 8.1 R3 1.0 0.0 59.9 0.0 10.2 150 FTG 2ET PE -0.6 U1 2.5 SRCE 67.3 (N /A) HWC: 120 0.061 TL 133.37 PV NOTES: (1) Calculations were performed by the HASS 7.5 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 0.004 gpm and a maximum imbalance at any node of 0.057 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 17.1 ft /sec at pipe 6. (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 D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly NPTee 1.109 2.62 6.56 2.62 6.56 7.87 1.31 13.11 13.11 6.56 1.400 3.22 6.44 2.15 7.51 6.44 1.07 10.73 10.73 6.44 2.323 8.83 17.66 5.30 19.42 10.60 1.77 17.66 17.66 17.66 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly NPTee 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.469 6.00 12.00 4.00 14.00 7.00 1.00 10.00 10.00 12.00 DATE: 9/9/2003 JOB TI ( ( ( C C C i L co H C a< F4 C as a, 114 a Z:) c ul rz w H SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 C: \HASS75 \999 -203 — THE VILLAGE APARTMENTS \BLDG 6.SDF Cl O 0 N O O CC) H O O r-I O O 04 0 a w 0 Co N • a t` O O O O O O O O O O O O � O 00 l0 N r--I (7 r.4n0w 04 Lxwcn�n0aw --04U) �-. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/9/2003 C: \HASS75 \999 -203 - THE VILLAGE APARTMENTS \BLDG 6.SDF JOB TITLE: The Village Apts Bldg 6 WATER SUPPLY CURVE 96+ I I 88+ \ \ \ \ \ \ \ \ \ \ \ \\ I * < - 85.0 psi @ 1252 gpm I Flow Test Point I 80+ I I I 72+ 1 IX I P 64+ R E 1 S S 56+ U R 1 E 48+ ( I P S I 40+ I I I 32+ I I I 24+ I 16+ LEGEND I " I X = Required Water Supply " I 67.33 psi @ 234.4 gpm 8+ I 0 = Available Water Supply " I 89.77 psi @ 234.4 gpm " 1 0 ++ - + --- + ---- + ----- + ------ +--------+-------- +--------- +------ - - - - -+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) 0 Ir" H 4 1 11 2 0 - 3mD FIRRE P�()- BUX 50845 • � � t �. ('tii Idaho Nils, [diil-tc, 83405-0e;45 Telephoiie (208) 525 w Fax "D Nlovei,nber 30, 2004 Claris ffuslt J nson City of RexburgBlackfum Fire DcOlft n1ept Rexburg, Idaho RE: Pb se 2 Villalw. AjR V I i Sim inll.! 1 -Sl Rexburg, Idaho We have beeiACOIlLr.ictedt.()Pl,�)V-i,d $S IC er t'kj pr6ect. We will desig 4 in,"'lall '4 nit plpL'' 11respa ., requirements of Nf"PA I a tclal! o for pbase 2. Desigo awl calculaoWis ii 11 ht. ite J office for approval and then ��O yiw �,Yf your 10"KnN AIJ process will take appmxiniately J. io sIx If at any time You have wiv q� ow e— I P, aac cit v ;t ate' to contact.r.ne. We are parto lot Pmiect. slncerely. LaMar Bayward Cc: Westbrook Development Design * Installation % Ma rice * illspet;tOom 8/11/04 Rexburg City Development Office Rexburg, Idaho To whom it may concern, With regards to the access for emergency services. It is the intent of The Village to provide a temporary access (entrance, exit) that will follow the approved site plan design for the permanent access to be completed in Phase 3. The temporary access will be to the north and create a loop that allows entrance or exit from Pioneer Rd. This temporary access will be cleared, and maintained for use until the permanent access is completed in Phase 3. Joe Westenskow �4 V r Owner /Partner 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 MEMO: TO: TO WHOM IT MAY CONCERN FROM: CHRIS HUSKINSON, FIRE INSPECTOR DATE: JULY 7, 2002 RE: THE VILLAGE TO WHOM IT MAY CONCERN: Upon review of the site plan drawings submitted the following items need to be addressed: 1. WATER SUPPLY: Unknown if proposed fire hydrants are sufficient due to lack of information on structures. 2. Unknown if buildings will be required to be sprinklered due to lack of information on dimensions, height, occupancy, etc. 3. ACCESS: Appears to be inadequate, only one main entrance shown. South entrance to narrow in width. 4. Plans do not show fire lanes, signage, painted curbs. 5. Storage units on plans may need additional fire hydrant protection. Additional plans are required to complete an accurate plan review of this project. If there are any questions please feel free to contact me. Chris Huskinson Fire Inspector MEMO: TO: TO WHOM IT MAY CONCERN FROM: CHRIS HUSKINSON, FIRE INSPECTOR DATE: JULY 7, 2002 RE: THE VH..LAGE TO WHOM IT MAY CONCERN: Upon review of the site plan drawings submitted the following items need to be addressed: 1. WATER SUPPLY: Unknown if proposed fire hydrants are sufficient due to lack of information on structures. 2. Unknown if buildings will be required to be sprinklered due to lack of information on dimensions, height, occupancy, etc. 3. ACCESS: Appears to be inadequate, only one main entrance shown. South entrance to narrow in width. 4. Plans do not show fire lanes, signage, painted curbs. 5. Storage units on plans may need additional fire hydrant protection. Additional plans are required to complete an accurate plan review of this project. If there are any questions please feel free to contact me. Chris Huskinson Fire Inspector � d y 012exlmr STATE OF IDAHO www.ci.re xburg.id.us P.O. Box 280 12 North Center Street Rexburg, Idaho 83440 Phone (208) 359 -3020 Fax (208) 359 -3022 e -mail rexburg@ci.rexburgJd.us 7/24/2003 Glenn C. Wells 1235 4` Avenue E. Olympia, WA 98,506 Dear Glenn, I have reviewed the plans for the Village Apartments and have identified the following discrepancies or questions: 1. Dimensions are required on the site plan. They should include building location, size, aisle widths, sidewalk widths, parking space size, access aisle widths, etc... 2. The site plan does not identify an accessible route throughout the complex. Handicap ramps at curbs and sidewalks need to be shown. 3. Eight units (or 2 %) are required to be "Type A" accessible as per the code. Please identify these units on the site plan. 4. Phase I has adequate parking. The rest of the site plan does not meet our parking space requirements. Two bedroom units require 2 parking spaces. One bedroom and studios require 1.5 spaces. We count dens as bedrooms. Please make the necessary changes to accommodate the parking. 5. The trash dumpster is located at the end of the parking lot. Our trash trucks are side loading and will not be able to access this dumpster. Please make the necessary change. 6. Special inspections are identified on page S8.0 for field welding and high strength bolting. Please identify the firm who will be performing these inspections. We require a pre - construction meeting with the special inspection firm, the contractor and the City of Rexburg Building Inspector. 7. Please provide truss details prior to framing inspection. 8. Sinks and other plumbing elements are shown against unit fire separation walls. Show details that identify how the membrane is to be breached. Make sure that the plumbing contractor is aware that if they try to utilize one stack in the party wall and run plastic pipe from the wall to two units, special design is necessary. Using fire collars at the penetrations is one option, but the best option is to keep individual stacks in the plumbing wall of each unit and not in the party wall. 9. You identify 2 1 8 " and 2'6" doors in the type "B" adaptable units. A clear width of 32" is required. The door stops attached to the jambs of the doors lessen the clear width and thus a 2'8" wide door will not meet the requirement. All doors in the type "B" units that will require passage by a wheelchair will need to meet the 32" clear width requirement. 10. Walk in closets in type `B" accessible units are required to have a door meeting accessible requirements. The plans show a 2'6" wide door. Please make the necessary changes. 11. The walk in closet of the type "A" dwelling units require a turning space as identified in ICC /ANSI Al 17.1 1002.3.2. 12. Type "A" handicap units require lowered sink and work spaces as per ICC /ANSI Al 17.1 1002.12. Please identify on plans. 13. In Unit A and Unit B, the bathrooms are 5' wide. It has been our experience that the 30" x 48" clear floor space required in the lower level adaptable type "B" unit bathrooms is encroached by the toilet unless the bathroom is a few inches wider than 5'. Please check the size of the toilets and make the necessary changes to the plans. 14. The kitchens in units A, C and D are u- shaped kitchens and do not meet the requirements of ICC /ANSI Al 17.1 1003.12.1 "U- Shaped ". 15. Type "A" handicap units require a lowered sink and work surface as per ICC /ANSI Al 17.1 sections 1002.12.3 and 1002.12.4. 16. Please identify all lower units as either type "A" or type "B" handicapped units. The townhouses and the upper units are exempt. 17. Identify guard or barrier as per ICC /ANSI Al 17.1 Section 307.4 at each stairwell. See figure 307.4. 18. The Fire Department has reviewed the drawings and has identified some discrepancies. I have attached a copy of their list to the back of this document. 19. Plans will need to be submitted for the community center and the storage units when available, but prior to any construction. 20. The plans for the mechanical are designated as owner- design build. We will still need submittals when available on any equipment. Please have the mechanical contractor check with this office prior to commencing with construction of the HVAC system. The manner in which the fire separation walls and ceiling membranes are breached must be determined. 21. The City Engineer is out of town until Monday, July 28`". He has not reviewed the finished site plan and may have additional comments. Please provide me with 2 new stamped copies of the corrected plans. If you have any questions, please give me a call at 359 -3020 ext. 324. Sincerely, Val Christensen Building Official C.C. John Millar Chris Huskinson REXB UR G- MADISON COUNTY EMERGENCYSER VICES 26 NORTH CENTER STREET REXB URG, IDAHO 83440 208 -359 -3010 208 -359 -3006 FAX 2000 International Fire Code Plan Date: JUNE 2003 Plan Review Review Date: 7 -22 -03 Building Name: VILLAGE APARTMENTS, PHASE I Building Address: PORTER ROAD Stories: 3 Type of Construction: V -B Occupancy Classification: R -2 Existing Floor Area: N/A New Construction Floor Area: APPROXIMATELY 13,488 SQUARE FEET TO 9,468 SQUARE FEET 1. Required Fire Flow (Appendix B): 3250 GPM/THREE HOURS Comments: FIRE FLOW MAY BE REDUCED IF STRUCTURES HAVE AN APPROVED AUTOMATIC FIRE SUPPRESSION SYSTEM INSTALLED. 2. Water Supply (Section 508, Appendix C) Required: YES Fire Hydrant Location: TWO PROPOSED HYDRANTS Fire Hydrant Flows: UNKNOWN Fire Flow Test Location: N/A Fire Flow Supplied By: N/A Other Approved Water Source: NONE Water Supply Acceptable: NO Fire Hydrant Location Acceptable: NO Water Supply Comments: HYDRANTS SPACED TOO FAR APART IN PHASE I. NEED AN ADDITIONAL HYDRANT INSTALLED. FD ALSO REQUESTS HYDRANT FLOW FROM THE ENGINEERS PRIOR TO CONSTRUCTION FOR VERIFICATION. 3. Fire Apparatus Access Roads (Section 503, Appendix D) Required: YES Acceptable Width: NO Length: NO Surface: OK Complete Road Acceptable: NO Comments: ENTRANCE TOO NARROW WITH ISLAND IN MIDDLE OF DRIVEWAY. PHASE ONE ALLOWS FOR ONLY ONE ENTRANCE, NOT ENOUGH ACCESS FOR AN ESTIMATED 195 PARKING STALLS. PHASE ONE PARTIAL PARKING LOT DOES NOT HAVE ADEQUATE AREA TO TURN FIRE APPARATUS AROUND IN. 4. Access Roads and Water Supply, including fire hydrants are required to be installed and made serviceable prior to and during time of construction (Section 501): Comments: IF NOT INSTALLED PRIOR TO CONSTRUCTION AND MADE OPERATIONAL, A STOP WORK ORDER WILL BE ISSUED. 5. Installation of portable fire extinguishers (Section 906) Required: YES Location shown: NOT SHOWN Type provided acceptable: NOT SHOWN Comments: NEED TO PROVIDE MINIMUM OF 2A10BC EXTINGUISHER IN EACH UNIT 6. Automatic fire extinguishing systems (Section 903) Required: YES Type of system being installed: NOT SHOWN Sprinkler system monitoring (Section 907) required: YES Comments: PLEASE PROVIDE FIRE ALARM AND FIRE SPRINKLER DRAWINGS PRIOR TO ISSUANCE OF BUILDING PERMIT 7. Standpipes (Section 905) required: NO Type required: Comments: 8. Ventilating hood and duct fire extinguisher system (Section 609) required: NO Type being provided: Automatic fuel shut -off required: Portable fire extinguisher shown: Comments: 9. Fire alarm systems (Section 907) required: YES Type of system required: Manual: Automatic: Both: X 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: REQUIRED Fire Alarm System Acceptable: NO 10. Other corrections that are required by special occupancy or conditions: I. FIRE ALARM SYSTEM INFORMATION NEEDS TO BE SUBMITTED THAT INCLUDES: 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 EQUIPMENT, DEVICES AND MATERIALS AND INTERFACE CONNECTIONS. ADA UNITS SHALL HAVE ALL HORN /STOBE UNITS. SUBMITTALS AND PLANS MUST BE APPROVED PRIOR TO HAVING A BUILDING PERMIT ISSUED. 2. FIRE SPRINKLER SYSTEM IS REQUIRED. PLANS MUST BE SUBMITTED TO THE STATE, REVIEWED, AND APPROVED PRIOR TO HAVING A BUILDING PERMIT ISSUED. 3. PREVIOUS SITE PLANS SHOW STORAGE UNITS IN COMPLEX. ARE THEY STILL GOING TO BE BUILT? Plans as submitted are acceptable: NO Plans checked by: CHRIS HUSKINSON Date: 7 -22 -03 Please furnish comments back to the plan reviewer in the following manner: Written Comments: X New Plans: X REXB URG- MADISON COUNTY EMERGENCY SER VICES FIRE AND LIFE SAFETY SYSTEMS TESTING PROCEDURE MANUAL The intent of this manual is to ensure uniformity of test procedures witnessed by Fire Prevention personnel. It will also serve as a guideline for system contractors conducting testing procedures in compliance with the system manufacturer's recommendations, locally adopted codes, and nationally recognized standards. This manual is not intended to be a complete listing of all code requirements. It is a guide to select sections of the codes. The contractor installing the system is responsible for compliance with all required codes, and the filing of all required completion certificates and permits, with the building owner, and the Idaho Falls Fire Prevention Bureau. The check sheets contained in this manual will be used as a reference for the witnessing of all system acceptance tests. Copies of these forms will be provided to contractors for uniformity, and to give them prior knowledge of what will be expected. The following systems are covered in this manual: Private fire service mains Fire sprinkler systems Fire alarm systems Commercial hood suppression systems owl OWNER: PHONE: ADDRESS. CONTRACTOR: CONTACT PHONE NUMBERS: ** *THIS OCCUPANCYIS REQUIRED TO HAVE THE FOLLOWING SYSTEMS INSPECTED: Private Fire Service Main E / Fire Sprinkler System Fire Alarm System El Commercial Hood System PRIVATE FIRE SERVICE MAINS Project name A� Dates: Contractor l ek-/ Contractor Cell 31-3 — �(p All private fire service mains shall he installed in accordance with NFPA 24 and the State of Idaho regulations All work has been completed, or supervised, by a State Licensed Fire Sprinkler Contractor. Name of the sprinkler contractor E Public mains supplying private fire service mains are at least 6 inches in diameter. At least one listed control valve has been installed between the public main and the private main. 11 The top of the pipe is buried not less than 1 foot below the frost line. Depth of bury is ft. All bolted joint accessories have been cleaned and thoroughly coated with asphalt or other corrosion - retarding material approved for the application. D_ All tees, plugs, caps, bends, and hydrant branches have been restrained against movement. Q' If thrust blocks are used, there is enough bearing to ensure adequate resistance for the thrust encountered. If other method is used, please describe Does this meet NFPA 24 standards? Mains and lead -in connections to system risers have been flushed thoroughly for minutes @ maximum flow rate available. Trench has been backfilied between the joints before hydro -test, to prevent movement of pipe. The private fire service main has been hydrostatically tested @ not less than 200 psi for 2 hours, and the amount of leakage does not exceed the limits stated in NFPA 24, sections 9 -2.3.2 and 9 -2.3.3 No additives, corrosive chemicals (such as sodium silicate), brine, or other chemicals have been used during hydro testing, or for stopping leaks. ** *COMPLETE THIS SECTION AFTER ALL ABOVE ITEMS HAVE BEEN CHECKED OFF AND WITNESSED BY A MEMBER OF THE FIRE PREVENTION BUREAU To the best of my knowledge, the information I provided is true and correct. This private fire service main has been installed in compliance with NFPA 24 and the State of Idaho regulations. INSTALLER'S SIGNATURE CITY REPRESENTIVE (WITNESS) DATE o? - // —a 4 DATE THE CONTRACTOR IS RESPONSIBLE TO CONDUCT ALL TESTING PAGE I OF 1 Fire Sprinkler Systems 1� q Project Name TS Sprinkler Contractor Dates: / / Contractor Cell "'d 7, W(�O All fire sprinkler systems shall be installed in accordance with NFPA 13 or NFPA 13D as appropriate. 1 r lans have been submitted to the State Fire Marshal for review. Contractor has scheduled the required tests and inspections (with a THREE DAY notice) so that a representative from the Contractor, Owner, and the Fire Department are present. All underground lead -in connections to system risers have been completely flushed in accordance with NFPA 24 prior to being connected to the sprinkler system. It shall be flushed at the hydraulically calculated water demand rate of the sy0em, provide a velocity of 10 feet per second, or the maximum flow available at 20 PSI (See attached chart). Hydro -Test: All piping and attached appurtenances subjected to working pressure have been hydrostatically tested at 200 PSI for 2 hours without any pressure loss, using the following procedure: 1. All sprinkler heads are in place. 2. Pump is disconnected from piping and removed from area. 3. Test pressure is read from a gauge located at the low elevation point of the system. 4. The system is charged to 200 PSI for two (2) hours with no loss of pressure. 5. The Inspector verifies drop in gauge pressure as the contractor drains the system. Piping between the exterior fire department connection and the check valve in the fire department inlet pipe has been hydrostatically tested in the same manner as the rest of the system. I 1Y No additives, corrosive chemicals (such as sodium silicate or derivatives of sodium silicate), brine, or other chemicals have been used while hydrostatically testing systems, or for stopping leaks. ❑ A 24 hour air pressure leakage test at 40 psi has been conducted, and witnessed, without loss of more than 1.5 PSI on all dry and double interlocked system,. Trip Test: Open Inspector's Valve at the end of the system and have water flowing freely in sixty (60) seconds or less. The discharge orifice must be the same size of the smallest head in the system. If the system is not supervised by an alarm system the maximum time to sound the alarm is five (5) minutes. If the system is supervised by an alarm system the maximum time to sound the alarm is 90 seconds (NFPA 72). 1:Xop enirto test of the dry pipe valve alone, or with/ without a quick opening device, has been made by inspector's test c onnection. The time recorded to trip the valve, after completely opening the connection, was recorded to be J/ CONTRACTOR IS RESPONSIBLE TO CONDUCT ALL TESTING PAGE I OF 3 FINAL INSPECTION E3/"Walk through the building and visually check all areas to insure correct spacing and location of sprinkler heads. Make sure all areas are covered by the system. Main Drain Test: a. Note the static PSI on the supply side of the system. PSI b. Open Main Drain and note residual PSI on supply side of system. PSI c. Close Main Drain and verify static PSI returns to previous number. PSI d. Refer to Discharge Curves Chart for Residual PSI using proper curve (short = main drain less than 20 feet long, long = more than 20 feet long) PSI e. Flow in GPM should match or exceed posted GPM on riser tags. f. If Main Drain is not two inches in diameter, refelatta r alc ulations. �� SS _FAIL Make sure all valves are open and the system is in operation. Have the Contractor test all water flow detection devices and supervisory systems in the presence. The installing contractor has identified a hydraulically designed sprinkler system with a permanently marked weatherproof metal or rigid plastic sign, secured with corrosion - resistant wire, chain, or other approved means. The sign has been placed at the alarm valve, dry pipe valve, preaction valve, or deluge valve supplying the corresponding hydraulically designed area. The sign included the following information: 1. location of the design area 2. Discharge densities over the design area or areas 3. Required flow and residual pressure demand at the base of the riser 4. Occupancy classification or commodity classification and maximum permitted storage height and configuration 5 ose stream demand included in addition to the sprinkler demand A pressure gauge has been installed above and below each alarm check valve, where present. Lfi All corrections noted on the State Plan Review form have been completed. [�A supply of at least 6 spare sprinklers has been stored in a cabinet, on the premises, for replacement purposes. The spare stock is proportionally representative of the types and temperature ratings of the system sprinklers. A minimum of 2 sprinklers of each type and temperature rating have been provided. Ed A special sprinkler wrench has been provided, and kept in the cabinet, to be used in the removal and installation of sprinklers. One sprinkler wrench has been provided for each type of sprinkler installed. 2 An approved audible alarm device, activated by water flow (equivalent to the flow of a single sprinkler of the smallest orifice size installed in the system), has been provided on the exterior of the building, in an approved location. If the building has a fire alarm system, actuation of the sprinkler system will actuate the building fire alarm system. [Jf The installing contractor has provided the building owner with all literature and instructions provided by the manufacturer, describing proper operation and maintenance of any equipment and devices installed, and a copy of NFPA 25. Check the locations of the Fire Department Connection to insure it has been installed and can be accessed by the Fire Department. CONTRACTOR IS RESPONSIBLE TO CONDUCT ALL TESTING PAGE 2 OF 3 F1 The installing contractor has provided the Rexburg- Madison County Emergency Services Department with the appropriate completed, and signed, contractor's material and test certificate. ** *COMPLETE THIS SECTION AFTER ALL ABOVE ITEMS HAVE BEEN CHECKED OFF AND WITNESSED BY A MEMBER OF THE FIRE PREVENTION BUREAU * ** To the best of my knowledge, the information I provided is true and correct. This fire sprinkler system has been installed in compliance with the locally adopted codes and ordinances, the appropriate NFPA Standards, and the State of Idaho regulations. INST P'S-REPRESENTATIVE CITY SENTATIVE (WITNESS) DATE DATE PAGE 3OF3 FLUSHING OFPIPEVG: PIPE SIZE FLOW RATE (INCITES) (GPM) 4 390 6 880 8 1560 10 2440 12 3520 IF SUPPLYLINE IS LESS THAN FOUR (4) INCHES INDIAMETER IT SHALL BE FLUSHED USINGA 31MA UM OF ONE 2 S INCH LINE WITH OPEN DISCHARGE FOR AT LEAST 15 MINUTEST ALTERNATTvE CAL CUL4TIONS FOR MIEV D"N TESTING Use this method ONLY if the Main Drain is less than two (2) inches in diameter. 1. Take a pitot reading from the open flowing main drain outlet. 2. Find the pitot reading on Discharge Table and follow across to proper diameter of Main Drain. 3. If the last Main Drain piping is at least 10 diameters long, multiply the GPM by 0.9. If the Main Drain piping opening is burred or the last length is less than 10 diameters long multiply by 0.8. 4. The flow in GPM should match or exceed posted GPM on Riser Tag. EXAMPLE: a. Main Drain opening of 1.5 inches, short length b. Pitot Reading of 9 PSI c. Cross reference on chart shows 201 GPM d. Multiply by 0.9 (201 x.9 = 181 GPM) e. , GPM should match or exceed posted GPM on Riser Tag. 0 DISCHARGE TABLE FOR CIRCULAR OUTLETS* Outlet Pressure Measured by Pitot Gauge k XEAO tr I yMdtr oi�� ■� Diameter of Orifice in Inches. Xe■, �s. 301. F»t s: ua X1 % 3(/ % % I % I % % 1 1 % 1 % 1 2 1 % 2 2 i 2% 2% 3 3 , 3 2 3% 4 47 5 6 54 1 2 3 4 2.31 4.62 6.93 9.24 '12.20 17.25 21.13 24.39 .12 .76 .20 .23 .47 .66 .BT .93 1.05 1.48 1.82 2.10 1.87 2.64 3.23 3.73 4.20 5.94 7.27 8.40 7.46 10.5 12.9 14.9 11.7 76.5 20:2 23.3 16.8 23.7 29.1 33.6 22.9 32.3 39.6' 45.7 29.9 42.2 51.7 59.7 37.8 46.7 67.2 53.4 66.0 95.0 65.1 80-8 776 75.6 93.3 134 91.4 129 157 187 129 169 214 264 758 207 262 323 183 239 302 373 226 379 391 452 269 380 465 537 315 446 546 631 366 517 633 731 420 594 727 840 478 676 827 955 606 854 1045 1210 746 1055 1292 7492 1074 1575 1858 2148 1 2 3 4 5 6 7 8 11.54 .]3.85 16.16 18.47 27.26 29.87 32.26 34.49 .26 .29 .31 .33 1.04 1.11 1.23 1.32 2.35 2.57 2.78 2.97 1.17 4.57 4.94 5.28 9.39 10.3 17.1 11.9 16.7 78.3 19.7 21.1 26.1 28.6 30.8 33.0 37.6 41.1 44.1 47.5 51.1 56.0 60.5 64.6 66.7 73.1 79.0 114.6 81.5 104 150 92.5 174 764 99.9 723 178 107 732 190 204 267 338 477 224 292 370 457 242 316 400 494 259 338 427 528 505 553 597 638 601 658 711 760 705 772 834 892 817 896 967 1034 938 1029 1111 7787 7068 1170 1263 1351 1350 1480 1600 1710 1668 1826 1973 2109 2406 2631 2846 3039 5 6 7 8 9 10 11 12 20.78 23.09 25.40 27.71 36.58 38.56 40.45 42.24 .35 .37 .39 .40 1.40 1.48 1.55 1.62 3.15 3.30 3.45 3.60 5.60 5:90 6.19 6.47 72.6 73.3 13.9 14.5 22.4 23.6 24.7 25.7 35.0 36.8 38.6 40.3 50.4 53.2 55.8 58.3 68.6 72.2 75.7 79.1 89.5 94.4 99.0 103 113 140 207 119 148 212 725 155 223 131 162 233 274 358. 453 560 289 378 478 590 303 396 501 610 317 414 524 646 677 714 749 782 806 850 891 931 946 997 1046 1092 1097 1756 1213 1267 1259 1327 1392 7454 7433 1510 1584 1655 1815 1910 2010 2100 2237 2358 2474 2584 3222 3394 3565 3716 9 10 77 12 13 14 30.02 32.33 43.97 45.63 .42 .43 1.68 1.75 3.74 3.88 6.73 6.98 15.1 15.7 26.7 27.7 41.9 43.5 60.7 63.0 82.3 85.4 108 112 136 168 242 141 175 251 330 431 545 673 342 447 _566 698 814 845 969 1005 1137 1180 1318 1368 1515 7572 7722 1787 2180 2260 2689 2791 3877 6016 13 14 15 16 31.631 36.941 47.22 48.78 .45 .46 7.81 7.87 4.02 4.16 7.23 7.47 16.3 16.8 28.7 29.7 45.0 46.5 65.1 67.2 88.4 91.3 116 120 146 181 260 151 187 269 354 463 586 722 366 478 605 746 874 903 1040 1075 1221 1261 7416 1463 7626 1679 1849 1910 2340 2420 2888 2983 4156 4296 15 16 17 18 39.25 41.56 50.28 51.73 .48 .49 1.92 1.98 4.29 4.42 7.69 7.92 17.3 17.8 30.7 31.6 47.9 49.3 69.3 71.3 94.1 96.8 123 127 156 192 277 160 198 285 377 493 623 769 388 507 642 791 931 958 1108 1140 1300 1338 1508 1551 1731 1781 7969 2026 2500 2570 307-1 3164 4424 4553 17 18 19 20 43.87 46.18 53.15 54.54 .51 .52 2.03 2.09 4.54 4.66 8.13 8.35 18.3 18.8 32.5 33.4 50.7 52.0 73.3 75.3 99.5 102 130 134 165 203 293 169 209 300 399 521 659 813 609 534 676 834 984 1010 1171 7201 1374 1610 1594 1635 1830 7877 2082 2136 2640 2710 3251 3335 4682 4800 19 20 22 24 26 28 50.80 55.47 60.03 64.65 57.19 59.74 62.78 64.52 .55 .57 .59 .62 2.19 2.29 2.38 2.47 4.90 5.13 5.34 5.53 8.75 9.14 9.52 9.88 19.7 20.6 21.4 22.2 35.0 36.4 38.0 39.5 54.6 57.Q 59.4 61.6 78.9 82.1 85.8 89.0 107 112 116 121 140 746 152 158 177 219 315 1121 185 229 329 193 238 343 200 247 356 560 709 875 448 585 741 914 466 609 771 951 484 632 800 987 1059 1106 1151 1194 1260 1316 1370 1422 1479 1545 1608 1668 1715 1791 1864 1935 1969 2056 2140 2221 2210 2340 2435 2527 2840 2970 3090 3210 3498 3654 3803 3946 5037 5262 5477 5681 22 24 26 28 30 69.27 66.79 I .64 2.56 5.71 10.2 23.0 40.9 63.7 922 125 164 207 256 368 501 654 828 1022 1236 1472 1727 2003 2299 2616 3320 4087 5885 30 32 73.89 68.98 .66 2.64 5.90 10.6 23.8 42.3 65.8 95.2 129 169 214 264 380 577 676 856 1055 127711520 1784 2069 2375 2702 3430 4221 6078 32 34 36 ?8.50 83.12 ?1.7 0 73.16 68 .70 2 72 2.80 6 ^7 6.25 10.? 11.2 26.5 25.2 43.6 41.8 67.9 69.8 ° 9„ 101 "' 137 179 272 392 226 280 403 1 533 697 882 1088 548 717 908 1119 1316 1354 1566 1612 1 1892 �73� 2194 964 _ .8 2519 2785 2866 3540 3640 4348 4175 6261 6443 ' 34 36 39 87.74 75.17 .72 2.88 6.42 11.5 25.9 46.0 71.8 104 141 184 233 288 414 563 736 932 1150 1392 1656 1944 2254 2588 2944 3740 4594 6615 38 40 42 44 92.36 96.981 101.59 77.71 79.03 80.88 .74 .75 3.03 .77 3.10 2.95 6.60 11.8 6.76 12.1 6.92 12.4 26.5 27.2 27.8 47.2 48.4 49.6 73.6 75.4 109 77.2 112 106 148 151 144 189 193 198 239 295 425 578 245 303 435 592 251 310 445 606 755 956 1180 774 980 1209 792 1003 1237 1428 1463 1497 1782 1699 1741 1994 2043 2370 2091 2313 2721 2426 2785 2655 3095 3168 3021 3935 4030 3840 4713 4833 4915 6787 6959 7120 40 42 44 'Computed with coefficient, c =1.00. 188 • i t t 1 t i i i f i i i r DISCHARGE TABLE FOR CIRCULAR OUTLETS* Outlet Pressure Measured by Pitot Gauge 1 HEA Velocity Lba I Di. arve Der Feat I, ; oar 1 1 1 L s� In I Seeevd 46 106.211 82.70 .79 3.17 7.07 12.7 28.5 50:8 79.0 114 15 48 110.83 84.48 .81 3.24 7.22 72.9 29.1 57.8 80.7 117 15 '50 115.45; 86.22 .82 3.30 7.37 13.2 29.7 52.8 82.3 119 16 52 120.07 87.93 .84 3.37 7.52 13.5 30.3 53.6 83.9 121 ib 54 124.68' 89.61 .85 3.43 7!66 13.7 30.9 54.9 85.5 124 16 56 129.301 91.20 .87 3.50 7.80114.0 31.4 55.9 87.1 126 17 58 133.921 92.871 .89 3.56 7,94 74.2 32.0 56.9 88.6 128 17 60 138.541 94.451 .90 3.62 8.08 14,5 32.5 57.8 90.1 130 1 62 143.15 96.01 .92 3.68 8.21 14.7 33.0 SB.B 91.6 133 18 64 147.77 97.55 .93 3.74 8.34 14.9 33.6 59.7 93.1 135 18 66 152.39 99.07 .95 3.79 8.47 15.2 34,1 60.6 94.6 137 18 68 157.01 100-55 .96 3.85 8.59 15.4 34.6 61.5 96.0 139 78 70 161.63 102.03 .97 3.91 8,73 15.6 35.1 62.5 97.4 141 191 72 166.24 103.47 .99 3.96 8.85 15,8 35.6 63.3 98.7 143 194 74 170.86 104.90 1.00 4.02 8.97 16.0 36.7 64.2 100 145 796 76 175.48 106.30 1.01 4.07 9.09 16.3 36.6 65.1 101 147 199 78 180.10 107.69 1.03 4.12 9.21 16.5 37.] 65.9 103 149 202 8C 184.72 109.08 1.04 4.18 9.33 16.7 37.5 66.8 104 750 204 82 189.33 1 T 0.42 i 1.05 1.23 9.45 16.9 38.0 67.6 105 152 207 84 193.95 11 54 209 1.76 1.07 4.28 9.56 17.1 38.4 68.4 107 7 86 798.57 113.08 1.08 4.33 9.68 17.3 38.9 69.2 108 156 212 88 203.19 1 14.39 4.38 9.79 17.5 39.3 70.0 109 158 214 90 207.81' 715.68 1.10 4.43 9.89 17.7 39.8 70.8 110 160 217 92 212.421 116.96 1.12 4.48 10.0 17.9 40.2 71.6 112 161 219 94 217,041 118.23 1.13 4.53 10.1 18.1 40.7 72.4 113 163 221 96 221.66 119.48 1.14 4.57 10.2 18.3 41.1 73.2 774 165 224 98 226.28 120.71 1.15 4.62 10.3 18.5 41.6 73.9 115 167 226 100 23 0.90 121.94 1.16 4.67 10.1 18.7 42.0 74.6 116 168 228 102 235.51 123.75 1.18 4.72 10.5 18.8 42.4 75.4 118 170 231 104 240.131 124.35 1.19 4.76 10.6 79.0 42.8 76.1 119 172 233 106 244.75 125.55 1.20 4.81 10.7 19.2 43.4 76.9 720 173 235 108 249.37 126. 11,21 4.85 10.8 19,4 43.6 77.6 127 775 237 114263.22 130.20 1,2114.99 11 19.9 44,8 79.7 124 160 244 116 267.84 731.33 1.25 5.03 11.2 20.1 45.2 80.4 125 181 246 718 272.46 132.46 1.26 5.07 11.3 20.3 45.6 81.1 726 183 248 120 277.071 133.57 1.27 5.12 11.4 20.4 46.0 81:8 127 184 250 122 281.69 134.69 7.29 5.16 11.5 20.6 46.4 82.5 129 186 252 124 286.31 135.79 1 -.30 5.20 11.6 20.8 46.7 .83.1 130 787 254 126 290.931 136.98 1.31 5.21 11.7 20.9 47.1 83.8 131 189 256 128 295.55: 137.96. 7.32 5.28 11.8 21.1 47.5 84.5 132 - 790 258 130 300.16 139.03 1.33 5.32 11.9 21.3 47.9 85.1 133- 192 260 132 304.78 140.10 7.34 5.36 72.0 21.4 48.2 85,7 134 193 263 134 309.40 141.16 1.35 5.40 12.1 21.6 48.6 86.4 135 194 265 13 314.02 142.21 1.36 5.44 12.2 21.8 . 49.0 87.0 136 .196 267 Diameter of Ori in Inches. Hue 1% 1 4 2 2% 2% 2% 3 3% 3% 3 4 4 4% 5 6 g; 5 203 256 317 455 620 870 7025 1265 1531 1822 2138 2480 2847 3239 4120 5056 7281 46 8 207 262 324 465 633 828 1047 1293 1564 1861 2784 2533 2908 3309 4205 5168 7442 48 7 211 267 330 475 646 845 1069 1319 7596 1900 2229 2586 2968 3377 4290 5273 7592 SO 5 215 272 337 485 659 867 1091 1628 7937 2274 2637 3027 3444 4375 5377 774J 52 8 279 687 277 343 494 672 878 1111 1371 1659 1974 2317 2 3085 3510 4460 Sa82 7893 54 1 223 283 350 503 684 891 1732 1396 7689 2010 2359 2736 3141 3574 4540 5579 8033 56 a 227 288 356 572 696 909 1752 1421 1719 2046 2401 2785 3197 3637 4620 5683 8783 58 77 231 293 362 520 706 925 1171 7445 1749 2081 2442 2832 3252 3700 4700 5780 8323 60 0 235 297 368 529 720 941 1191 1470 1777 2115 2483 2879 3305 3767 4Ti5 5869 8452 62 3 239 302 374 538 731 956 1210 1493 1806 2749 2522 2925 3358 3821 4850 5966 8591 64 6 243 307 379 546 742 971 1228 1516 1834 2183 2561 2971 3410 3810 4925 6056 8720 66 8 246 1 371 385 554 751 985 1247 1539 1862 2215 2600 3015 3462 3938 5000 6153 8860 68 250 316 391 562 765 999 1265 1561 1889 2248 2638 3059 3512 3996 5075 6142 8989 70 253 320 396 570 776 1014 1283 1583 1916 2280 2675 3103 3562 4053 5140 6332 9117 72 257 325 402. 578 786 1028 7301 1605 1942 2311 2772 3146 3611 4109 5200 6114 9236 74 260 329 407 586 797 1041 1318 1627 1968 2342 2749 3188 3660 4164 5265 6503 9364 76 264 333 472 593 807 1055 1335 1648 1991 2373 2785 3230 3708 4 5340 6585 9483 78 267 338 118 601 818 1068 1352 1669 2019 2403 2820 3271 3755 4272 5405 6667 9601 So 270 342 123 606 826 1082 1369 1689 2044 2433 285533113801 '4325 5476 6757 - 9730 82 274 346 423 616 838 1095 73861770 2069 2162 2890 3351 3847 4377 5535 6839 9848 84 277 350 433 624 848 1107 1402 1730 2094 2491 2924 3391 3843 4429 5600 6914 9951 86 - 1 280 354 438 630 858 1120 1479 7750 2118 2520 2958 3430 3938 4180 5665 6996 10073 88 283 358 443 637 867 1133 1434 1770 2142 2549 2991'3469 3983 4531 5730 7078 10191 90 2 362 448 644 877 1146 1450 1789 2165 2577 3024 3507 4022 4581 57.95 7752 10299 _92 289 366 453 651 886 7158 1466 1809 2189 2605 3057 3545 4070 4631 5865 7234 10417 94 293 370 457 658 895 1170 1181 1828 2212 2632 3089 3583 4113 4680 5925 7309 .10524 96 296 374 462 665 904 7182 1497 7847 2235 2660 3121 3620 4156 4728 5985 7383 10632 98 299 378 467 672 974 1194 1512 1866 2258 2687 3153 3657 4198 4776 6045 7458 10739 100 302 381 472 679 923 1206 1527 1884 2280 2713 3184 3693 4240 4824 6100 7533 10846 102 304 385 476 685 932 1218 1542 1903 2302 2740 3215 3729 4181 4871 6150 7607 10954 104 307 389 481 692 941 1230 1556 7921 2324 2766 32x1 3765 4322 4917 6200 7682 11061 106 310 392 485 698 950 1247 1571 1939 2346 2792 3277 3800 4363 4963 6260 7749 11158 108 373 396 190 705 959 1253 7586 195711 2368 2618 3307 3835 x403 5009 6320 7823 11265 110 316 400 494 711 967 1264 1600 79743fl9 2843 3337 3870 4443 5054 6380 7891 11362 112 319 403 499 717 976 275 1614 1992 2410 2869 3367 3904 4182 5099 6440 7965 11x69 114 322 407 503 724 984 7286 1628 2009 2437 2894 3396 3938 4521 5144 6500 8032 11566 116 324 470 507 ;7 993 7297 1642 2027 2452 2918 3415 3972 1560 5188 6560 8099 71663 118 327 474 512 7001 1308 1656 2044 2473 2943 3454 4006 4599 5232 6620 8167 17759 720 330 417 576 712 1 010 1319 1670 2061 2494 2967 3483 4039 4637 5275 6680 82x1 17867 122 333 421 520 748 7018 1330 1684 2077 2514 2992 3511 4072 4675 5318 6740 8308 77963 124 335 424 524 754 1026 1341 7697 2094 2536 3016 3539 4105 4712 5361 6800 8375 12060 126 336 427 528 760 1034 1357 1717 2111'2554 3040 3567 4137 4749 5403 6850 8435 12146 128 311 43431 532 766 1042 1362 1724 2127 2574 3063 359.5 4169 4786 5445 6900 8502 12242 130 343 434 536 772 1050 1372 1736 2144 2594 3087.3623 4201 4823 5487 6950 8569 12339 132 346 7 540 777 1058 1382 1749 2160 2613 3110 3650 4233 4860 5529 7000 8636 72436 134 34 441. 544 783 1066 7392 7762 2176 2633 3133 3677 426 4896i5570 7050 8696 12522 136 * Computed with coefficient, c = 1.00. 189 Fire Alarm Systems Project Name ,,� 6 , P' �� Occupancy type Fire Alarm Contractor 0&1 A) ( Electrical Contractor Dates: / Contractor Cell All fire alarm systems shall be installed in compliance with NFPA 72 and all locally adopted codes and ordinances ❑ Before starting the final acceptance testing, the installing contractor has furnished a Certificate of Completion stating that the system has been installed in accordance with approved plans, tested in accordance with the manufacturer's specifications, locally adopted ordinances and codes, and the appropriate NFPA requirements. No acceptance testing will be scheduled until this certificate has been submitted to the RexburenMadison County Emergency Services Department ACCEPTANCE TEST I. WALK THOROUGH anal fire alarm boxes are located not more than 5 feet from the entrance to each exit, and are a minimum of 42 inches and a maximum of 48 inches, measured vertically from the floor, to the activating handle or lever of the box. Travel distance to the nearest manual fire alarm box does not exceed 200 feet. N this fire alarm system is not monitored by a supervising station, an approved permanent sign that reads: WHEN ALARM SOUNDS -CALL FIRE DEPARTMENT, has been installed adjacent to each manual fire alarm box. Wall mounted visual notification appliances, or combination appliances, have been mounted such that the entire lens is not less than 80 inches and not greater than 96 inches above the fmished floor, and no closer than 6 inches to the ceiling. ,J�f Visible notification appliances have not been located more than 15 feet from the end of the corridor and there is less than 100 feet distance between appliances. Where there is an interruption of the concentrated viewing path, such as a fire door, an elevation change, or any other obstruction, the area has been treated as a separate corridor. (.2" Visible notification appliances located in rooms meet the requirements of NFPA 72, Table 7.5.4.1.1(a). The total sound pressure level produced by combining the ambient sound pressure level with all notification appliances operating, does not exceed 120 dBA anywhere in the occupiable area. Audible appliances installed to provide signals for sleeping areas produce a sound level of at least 15 dB above the average ambient sound level, or 5 dB above the maximum sound level having a duration of at least 60 seconds, or a sound level of at least 75 dBA, whichever is greater, measured at the pillow level in the occupiable area, using the A- weighted scale (dBA), with all barriers closed. 12 / The average spacing between smoke detectors is 30 feet, or per the manufacturer's recommendations. PAGE IOF3 H. APPLIANCES Q' ALL manual fire alarm boxes have been operated per the manufacturer' instructions. ALL smoke detectors have been tested in place with smoke, a listed aerosol or other methods approved by the manufacturer, that ensures smoke entry into the sensing chamber. Magnet testing is not permitted. B ALL air duct smoke detectors have been tested, per the manufacturer's instruction, to ensure that the device will (� sample the airstreams. LJ ALL restorable heat detectors have been tested with a heat source per the manufacturer's recommendations for response in 1 minute. Non - restorable heat detectors will not be tested. ALL mechanical, electrosonic, or pressure type water flow devices have been tested by flowing water through an inspector's test connection indicating the flow of water equal to that from a single sprinkler of the smallest orifice size installed the system for wet -pipe systems, or an alarm test bypass connection for dry-pipe, pre - action, or deluge systems in accordance with NFPA 25. ALL closure and releasing devices have been tested per the manufacturer's instruction. Q addressable appliances shall be clearly marked with an address. M. CONTROL PANEL AND SECONDARY POWER All control equipment has been tested to verify correct receipt of alarm, supervisory, trouble signals (inputs), operation of evacuation signals and auxiliary functions (outputs), circuit supervision including detection of open circuits and ground faults, and power supply supervision for detection of loss of AC power and disconnection of secondary batteries. [The secondary power supply has been tested to ensure sufficient capacity to operate the fire alarm system under quiescent load (system operating in a non -alarm condition) for a minimum of 24 hours and, at the end of that period, is capable of operating all alarm notification appliances used for evacuation or to direct aid to the location of an emergency, for 5 minutes. 17 All storage batteries have been permanently marked with the month and year of manufacture. EY The primary power supply circuit is locked out, has a red marking, is accessible to "authorized personnel' only, and is labeled as the "FIRE ALARM CURCUIT". The location of the circuit disconnect has been permanently identified at the fire alarm control unit. The fire alarm control unit has all zones and address points plainly, and permanently, labeled as to their location on the outside of the panel, or on an easily readable map of the building. �l If the fire alarm control unit is located in an area that is not constantly occupied, automatic smoke detection has been provided to provide notification of a fire at that location. E / All remote annunciators have been tested per the manufacturer's instruction. PAGE 2OF3 IV. ❑ System -types ke detectors or other automatic fire detection devices located in elevator lobbies, elevator hoist ways, and elevator mac ' e rooms, including machine space, control room, control space used to initiate fire fighter's service recall, has b connected to the building fire alarm systems. ❑ This building has no fire arm system. The smoke detectors or other automatic fire detection devices provided for recall service, have been co ected to a dedicated fire alarm system control unit that has been designated as "elevator recall control and supervisory anel", permanently identified on the control unit and on the record drawings. ❑ Only the elevator lobby, elevator h 'st way, and the elevator machine room smoke detectors are used to recall elevators for fire fighter's service, an are capable of initiating elevator recall when all other devices on the same initiating device circuit have been man ly, or automatically, placed in the alarm condition. ❑ Each lobby smoke detector used for recall h been located on the ceiling, within 21 feet of the centerline of each elevator door within the elevator bank under ntrol of the detector. ❑ Smoke detectors have not been installed in unspri ered elevator hoistways unless they are installed to activate the elevator hoistway smoke relief equipment. ❑ Alarm devices used to shut down elevator power, prior t sprinkler operation, have been tested in compliance with the manufacturer's instruction. F-1 Control circuits to shut down elevator power are being monito d for presence of operating voltage. Loss of voltage causes a supervisory signal to be indicated at the control unit an remote annuciators. E] The owner's manual and installation instructions covering all syste quipment, the record drawings, and a record copy of all site specific software has been provided to the owner , or th wner's representative. ** *COMPLETE THIS SECTION AFTER ALL ABOVE ITEMS HAVE BEEN CHECKED OFF AND WITNESSED BY A MEMBER OF THE FIRE PREVENTION BUREAU To the best of my knowledge, the information I provided is true and correct. This fire sprinkler system has been installed in compliance with the locally adopted codes and ordinances, the appropriate NFPA Standards, and the State of Idaho regulations. INSTALLER'S REPRESENTATIVE CITY REPRESENTATIVE (WITNESS) DATE DATE PAGE 3OF3 Commercial Hood Suppression Systems Project name Contractor Dates: / / / Contractor Cell in and ❑ The automatic fire- protection system installed for this application is a lis d system, recognized for the protection of commercial cooking equipment and exhaust systems of the type and a angement protected. Preengineered automatic dry - and wet-chemical extinguishing systems have been teZsbeen dance with UL 300, and listed and labeled for the intended application. F All commercial cooking equipment protected by this systenstalled and connecte d to the appropriate fuel supply, and the nozzles protecting the exhaust ducts and c ances are in the appropriate position. ❑ All deep fat fryers have been installed with at least 16 ipiches of space between the fryer and surface flames from adjacent cooking equipment, unless a minimum 84n high steel, or tempered glass baffle plate has been installed between the fryer and the surface flames of the adj ent appliance. ❑ A mechanical (doesn't rely on electrical power anal actuation device has been installed at, or near, a means of egress from the cooking area, a minimum of 1 feet and a maximum of 20 feet from the kitchen exhaust system. The manual actuation device is located a minim of 4.5 feet and a maximum of 5 feet above the floor. ❑ All piping is subject to a puff test using v nitrogen, CO2, or compressed air to ensure the piping is clear and i unobstructed. _ ❑ The maximum force to actuate the ual device is less than 40 pounds and has a maximum movement of 14 inches. El Instructions for manually operati the fire extinguishing system have been posted conspicuously in the kitchen. An operational test of the link sy em and the manual actuation device has been performed in compliance with the manufacturer's instruction. Du g both tests, the fuel and electrical supply shut off, as required. ❑ The actuation of the fire sup ression system automatically shuts down the fuel and electrical power supply to the cooking equipment. Gas a fiances not requiring protection, but located under the same ventilating equipment, also automatically has the fuel upply and electrical source shut off upon activation. ❑ The fuel and electrical * l vvly reset is manual. F-1 The hood exhaust f continues to operate after the extinguishing system has been activated, unless fan shutdown is required by a listed omponent of the ventilation system, or by the design of the extinguishing system. ❑ Portable fire exti 'shers have been provided with -in a 30 foot travel distance of the cooking equipment. A Class "K" rated porta a fire extinguisher has been provided to protect cooking equipment involving vegetable or animal oils, and fats. ❑ The automatic ire extinguishing system has been connected to the building fire alarm system, if present. ❑ The listed exhaust system is operating in compliance with the terms of the listings and the manufacturer's instructions. ❑ There are no dampers installed in the exhaust ducts or exhaust duct systems. PAGE I OF 2 El commercial lights, and other electrical devices and wiring have not been installed in the ductwork, or in the hood over commercial cooking appliances unless installed in accordance with the terms of the listing ❑ A placard identifying the use of the fire extinguisher as a secondary backup means to the automatic fire protection system has been conspicuously placed near each portable fire extinguisher in the cooking area. ** *COMPLETE THIS SECTION AFTER ALL ABOVE ITEMS HAVE BEEN CHECKED OFF AND WITNESSED BY A MEMBER OF THE FIRE PREVENTION BUREAU To the best of my knowledge, the information I provided is true and correct. This fire sprinkler system has been installed in compliance with the locally adopted codes and ordinances, the appropriate NFPA Standards, and the State of Idaho regulations. INSTALLER'S REPRESENTATIVE DATE CITY REPRESENTATIVE (WITNESS) DATE PAGE 2 OF 2 Omni Security Systa7w ff�c. 4134 E. 21X11, Rlt by, Idahjo 83442 (Office) 208 -745- 1020 (Afa *) 206-390-2296 (Eric) 2108399 - 9131 (Coltrp) 208-443-6584 (OSar/le) 208-390-1306 Testing performer/ In accordance WIth applicable NFPA 72 standards wilding Occupied as Iddress of Bldg )caner / Mngr. 4d Owner/' Mogn contact # fame of Tester Date of Inspection e ? - v `r ype oflnspection. Quarterly Q Annual[] Initla!O Other j] fotification of Testing. Ygs NR E TiC 'entral Station .97 Q j/dg. Manager ©' Q t/dg. Occupants Ly )ther (Specify) 'ontr al Panel Manufacturer Model ` of - zones SLC LOapsQ NA Cs - FA 0P FCPS Total NA C's `f ► "ystem should be tested on Standby Power (haft pwr) for 30 min. prior to Batt Test l Voltage. FA E C SP .,,� E CPS 2 toltage «- 9f v i �, ,W v v v v v r v Imp hour 2 ah I ah ah ah _ ah late on Battery - �? �i �:` �' ` � 2 1 2 1 2 =ACP INSP �,�ON ICey to Panel A vallable ......................................... ............................... Yeso No NIA Z7 7perating Instructions at Panel .......................... ............................... Yes NoQ N/AQ re st Record posted at Panel .............................................................. Yes[l No Z3 N/A Q incult Breaker marked ................. ......................... Yeso No NIA Q ;ircu/t Breaker Panel I ncu /t Breaker Number I. rrouble s/gn with AC pow r o19: ....... ............. ................................... YesONoQ TYstem operates satisfactory on standby power at max load ............. YesQNoQN /A [J 1// Signals operate on AC power ............... r........... ......................r........ YesQNoQN /A Q 11 1LED 111uminate ............................ r. r..... r.. r..... rr. ....r...............r..r....... YesQNoONIAQ I// Circuits checked for electrical supervision ...... ............................... YesQNOQNIAQ I# functlons and buttons work properl y ............... ............................... YesLyNoQN /AQ )'oes Alarm System meet audlbll/tystandards (after 1980) ................ Yes NOQNIA "ontrol Panel checks made per manufacturers instruction ................. Yes1 Q NOQNIAQ 1 // interfaced equipment operates.(E/evators, Fans, Dampers).......... YesQNoQN/A] Device Operation Este eration Teste b Specify Yes 0No Specify Yes[No Q Specify YesQNoQ ventral S tation or Remote connection.. ........ ... ........ .................. YesON60N/AQ Name of Monitoring Company_ L Account Communication verlfled.- Alarm " Trouble Supervisory Resor+e� FIREAL4RM TEST (CONTINUED) ; EQU&MENT TESTED •� 1 • 1 .- ir' I • : !L= ter[!• N • . LS Jrnteiface ,. roblem►s Found: mrwtfons Made: (Tech 's Name 8 Date Corrected Required) This Is to Certify that this Fire Alarm has been properly Tested and Inspected for Wabilfty to cover the ftems fisted in this Report, and is consistent with Manufacturer's equlrements, and al/ aonectfons hav e n made. FGNATURE QFfIRE MARSHALL: DATE: �y rGNATUREOFOWNER OR RESPONDS E: DATE, fGNATURE OF CER77FIED TESTERc. DA rE !-f M T2 4'QAE - �I• •ZN Syslen� defects and ma/funct`Iorrs shaft be corrected, GENCY.• OMNI SECURIT }' P TEMS I AQ PHONE #: 745 =14.20 DDRESS: 41 E. 200 N. MO TD 83442 ofnni Seer ety sysra7w Inc. 4134 E, 200N. Rtc IN, Idaho 83442 (Office) 209- 745 -1020 (Ala*) 2108 390-2296 . (Eric) 208-390 -9131 (COMM) 208-403-6584 (OFu r /ie) 208-390-1306 - -- -- - -- -- -- - -- - - TmWng performed In acco dInM wfth applicable NFPA 72 standafdr. ' led as Wilding "Cup led of Bldg `�i ` owner/ Mngr. Owner/' Mngn contact # fame of Teste ti i T o n Date oflnspect/on _ v - 7 --< --1 Q �� "ype ofinsp" on: Quarterly Q AnnualQ Initia/0 OtherO lotifrcadon of Testing: .yes N �Y1dQ 'entra/ Station D Ildg. Manager D Ildg.Occupants ® 0 )ther (Specify) Q 0 -- 'ontrnl Pane/ Manufacture - Model c It of - zonesL7 SLC Loops - NAC's - FACP_L_ FCPS___- Total NAC's— Prstem should be tested on Standby power (batt pwr) for 30 min. prior to Batt. Test la ttery Voltage: FA CP FOPS 3 101tage 1 I,-%- v ., v v v v v v v Imp hour 7 ah ah ah ah fib ah ah ah later on Battery 1 0 7 , a-4 �__ - 2 2 1 ? = ACP_PNSPC ION Ceyto Panel Available ......................................... ..............................a Yes ff NoQ NIA 7 peradng Instructions at Panel .......................... ............................... Yeso NoQ NIAQ ......... Yes rest Record posted at Panel ................................ ...................... No Q N/A (] ;ircult Breaker marked Rig ................ ............................................. Yeso No Q N/A Q ;Ircu/t Breaker Panel A Circuit Breaker Number o_� Yes No rroub /e sigma/ with AC power off. d System operates satisfactory on standby power at max load ............. Yes NoQN /AQ IllS /gna /s operate on ACpower ........................... ............................... YesONo j]N/AQ 191ED'r Illuminate .. ............. uu........... rw.• r... u..... ..•.•.u................r......• YesONoL7N 1AQ III Circuits checked for electrical supervision ....... ............................... YesOfibON/AQ Ill functions and buttons work properly ........... ...............................• Y )oes A/ann System meet audibility standards (after 1980) ................ YesONOON /AQ 7ontrol Pane/ checks made per manufacturers instruction ................. Y NoQN /AQ U/ Interfaced equipment operates. (Elevators, Fans, Dampers).......... YesZNoL7N4AL7 Device Opera reste Specify Yes QNo0 Specify Yes pNo0 Specify YesQNoQ .entral Station or Remote connection ............. ....... ..................... Yes LU No QN /A Q Name of Monitoring Company. # 4Z / __r - � 7 Communication verified: Alarm r Trouble LW SapervisolyLF Restore g FIRE ALARM TEST (CONTINUED) : EQUIPMENT TESTED 'orr"wons Made: (Tech 's Name B Date Corrected Requ/red) This is to Certify that this Fine Alarm has been properly Tested and Inspected for eliabillty to cover the Now listed in this Report; and is nsistent with Manufacturer's requirements, and all cvmections have been ma _ TGNATURE OF FIRE MARSHALL; DA IONATURE OF OWNER OR RESPONDSIBLE. DATE: : E OF TESTER ��✓ _ DATE: �� - IGNATUR O IFPA 7Z CODE RMEd M ' • 3 System defects and malfunctions shall be corrected. GENCY.• n; NL ff 'irtU'TY IG 'Y_ _ - - INC PHONE S: DDRES 4 E 300 N. RBY, ID. 834 Imbler»s Found: Ly 1 X11 Orn at sea rlty bysterns inc. 4134 E. 2W N. Rigby, ldgfv 83442 (ONice) 208- 745 -1020 (Alm*) 208-390-2296 . (Eflc) 208-390-9131 (Colton) 208 - 4034584 (Lwrlle) 208 -390-1306 Tesdng performed In acc M **h app /fcaft NFPA 72 standards :wilding occupied as Iddress of Bldg v lwner/ Mngr. Owner/ Mngr. contact # fame of Tester Date of Inspection ype oflnspecdon. quarterly Q AnnualQ Initia /Q Other& Notification of Testing. Yff N 'entral Stadon D tldg. Manager 17 t /dg. Occupants 9 0 )they S ( Pedfy) L7 Mode/ q� a d .ontrnl Panel Manufacturer _I� ` - �% r <- r of - zones L7 SIC Loops &_j NA Cs - FACP FOPS -Z— Total NAC's, 3 _ iystem should be tested on Standby Power (bait pwr) for 30 min. prior to Batt Test lathery Voltage: P ACAS , fCPS2 fltage i ,Y, Av"qv 0„ L° v v v v v v imp hour ,2 ah - 2 sh , ah ah b ah ah ah 7ate on Battery 2 =ACP I/YSPECTION Ceyto Panel A vall able .............. ............................... ...........................Yeses NoQ N/A Q 2peraiing► Instructions at Panel ........................... ............................... Yes® NoQ NIA L7 Vest Record posted at Panel.....• ..................••.... .............................u. Yes,J NoQ N/A Q Nrcult Brooker marked Bad ............................... ............................... Yes,0 No 17 NIA L7 ;Jrcu/t Breaker Pane / Circuit Breaker Number � w � , : ����', Z ►"rouble sign/ with AC power off ........................ ............................... YesZENOQ system operates satisfactory on standby power at max load ............. Yes®NoQN /A Q !// S /gna /s operate on ACpower ........................... ............................... YesoNoQN /A Q W LED ' s Illuminate ............................................... ................................ YesONaQN /A Q I // Circuits checked for electrical supervision ....... ............................... YesoNoQN/AQ' U/ functions and buttons work properly ............... ............................... Yes NOQN /A Q Toes Alarm System meet audibility standards (atter 1980) ................ YeSO NOQN /A Q "ontrol Panel checks made per manufacturers instruction ................. YesoNoQN /A Q t/! interfaced equipment operates.(E /evators, Fans, Dampers).......... Yes — NoQNIA Q Devlce O ration Tes &_4_Qg r don Tes . Specify YesQNoQ Specify Yes[]NOQ Specify YesQNoQ .entral Station or Remote connect /on .................. ....................... YesQNoQN/AQ Name of Monitoring Company - Account # Communication veHfled. Alarm,3 Troublef] Superv150ry0 Restore& FIRE ALARM TEST (CONTINUED) : EQUMMENT- TESTED 'on ections Made: (T ech 's Name R Date Corrected Required) This is to Certify dut this Fine Alarm has been properly Tested and inspected for sliabilfty to cover the /toms fisted in this Report and is consistent with Manufacturer's 'equirementsf and all corrections have b m e. �_ YGNATURE OF FIRE MARSHALL = DA IT; TGNATURE OF OWNER OR RESPONDSIB E; .,..DATE: YGNATURE OF CERTIFIED TESTER: L MA 72 DE REfEaFxr�FS; •-I.1,Z�SysGem defers and malfunctions shall be corrected. GENCY.• D �ra�T �''�EMS INC. PHONE #: j2A8) 745 -1020 DDRESS w 4i2a E. 204�V � Contractor's Material and Test Certificate for Above round Pipin PROCEDURE Upon completion of work, Inspection and tests shall be made by the contractor's representative and witnessed by the owner's representative. All defects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities, owners, and contractor. It is understood the owner's representative's signature in noway prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. PROPERTY NAME The Village Apartments DATE 10/20/03 PROPERTY ADDRESS Rexburg, Idaho 83440 2003 ..; ACCEPTED BY APPROVING AUTHORITIES (NAMES) Fire Marshal PLANS ADDRESS Rexburg Idaho INSTALLATION CONFORMS TO ACCEPTED PLANS YES ❑ NO EQUIPMENT USED IS APPROVED YES ❑ NO IF NO, EXPLAIN DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION.OF [ YES ❑ NO TYPE OF PIPE Sc•hed 40 /rRITC CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? IF NO, EXPLAIN ALARM DEVICE MAXIMUM TIME TO OPERATE THROUGH TEST CONNECTION INSTRUCTIONS HAVE COPIES OF THE FOLLOWING BEEN LEFT ON THE PREMISES: [ YES ❑ NO MAKE t. SYSTEM COMPONENTS INSTRUCTIONS YES ❑ NO MIN. 2. CARE AND MAINTENANCE INSTRUCTIONS YES ❑ NO INDICATOR 3: NFPA 25 YES ❑ NO LOCATION OF SYSTEM SUPPLIES BUILDINGS Unit #7 ' / YEAR OF ORIFICE TEMPERATURE MAKE MODEL MANUFACTURE SIZE QUANTITY RATING Reliable F1 Res 40 2@03 .40 Reliable F1. Res 49 2003 _4A i s� SPRINKIFRG Reliable F1FR UD. 1 2003 " Reliable I F4 RES 2003 ..; 2" PIPE AND FITTINGS TYPE OF PIPE Sc•hed 40 /rRITC TYPE OF FITTINGS threaded and CPVC ALARM ALARM DEVICE MAXIMUM TIME TO OPERATE THROUGH TEST CONNECTION VALVE OR FLOW TYPE MAKE MODEL MIN. SEC. INDICATOR Flow Switch Potter V / DRY VALVE Q.O.D. MAKE MODEL SERIAL NO. MAKE MODEL SERIAL NO. DRY PIPE OPERATING TEST NA TIME TO TRIP THROUGH TEST CONNECTION' WATER PRESSURE AIR PRESSURE TRIP POINT AIR PRESSURE TIME WATER. REACHED TEST OUTLET" ALARM OPERATED .PROPERLY MIN. SEC. PSI PSI PSI MIN. SEC. YES NO WITHOUT Q.O.D. WITH Q.O.D. IF NO, EXPLAIN NA DELUGE & PREACTION IS VALVES OPERATION_ NA ❑ PNEUMATIC ❑ ELECTRIC ❑ HYDRAULIC PIPE SUPERVISED ❑ YES ❑ NO DETECTING MEDIA SUPERVISED ❑ YES ❑ NO DOES VALVE OPERATE FROM THE MANUAL TRIP AND / OR REMOTE CONTROL STATIONS ❑ YES ❑ NO THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TESTING ❑ YES ❑ NO IF NO, EXPLAIN MAKE MODEL DOES EACH CIRCUIT OPERATE SUPERVISION LOSS ALARM DOES EACH CIRCUIT OPERATE VALVE RELEASE MAXIMUM TIME TO OPERATE RELEASE YES NO YES NO MIN. SEC. NA PRESSURE LOCATION & FLOOR REDUCING MAKE & MODEL SETTING STATIC PRESSURE RESIDUAL PRESSURE (FLOWING) FLOW RATE VALVE TEST DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN NA INLET (PSI) OUTLET (PSI) INLET (PSI) OUTLET (PSI) FLOW (GPM) DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE NA nrurtusiA"ic: Hydrostatic tests shall be :made at not less than 200 psi (13.8 bars) for two hours or 50 psi (3,4 bars) above static pressure in excess of 150 psi (10.2 bars) for two hours. Differential dry-pipe valve clappers shall be left open during test to prevent TEST damage. All aboveground piping leakage shall be stopped. DESCRIPTION PNEUMATIC: Establish 40 psi (2.7 bars) air pressure and measure drop, which shall not exceed 1 -1/2 psi (0.1 bars) in 24'hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop, which shall not exceed 1 -1/2 psi (0.1 bars) in 24 hours. ALL PIPING HYDROSTATICALLY TESTED AT PSI FOR HRS. IF NO, STATE REASON DRY PIPING PNEUMATICALLY TESTED ❑ YES ❑ NO EQUIPMENT OPERATES PROPERLY f] YES ❑ NO DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT ADDITIVES AND CORROSIVE CHEMICALS, SODIUM SILICATE OR DERIVATIVES OF SODIUM SILICATE, BRINE, OR OTHER CORROSIVE CHEMICALS WERE NOT USED FOR TESTING SYSTEMS OR STOPPING LEAKS? YES ❑ NO TESTS DRAIN READING OF GAUGE LOCATED NE WATER RESIDUAL PRESSURE WITH VALVE IN TEST TEST SUPPLY TEST CONNECTION: PSI CONNECTION OPEN WIDE __[s[ PSI UNDERGROUND MAINS AND LEAD IN CONNECTIONS TO SYSTEM RISERS FLUSHED BEFORE CONNECTION MADE TO SPRINKLER PIPING. VERIFIED BY COPY OF THE U FORM NO. 85B 2 E] NO OTHER EXPLAIN FLUSHED BY INSTALLER OF UNDERGROUND SPRINKLER PIPING OYES ❑ NQ IF POWDER DRIVEN FASTENERS ARE USED IN CONCRETE, HAS REPRESENTATIVE IF NO, EXPLAIN SAMPLE TESTING BEEN SATISFACTORILY COMPLETED? NA ED YES [3 NO NA BLANKTESTING .NUMBER USED LOCATIONS N<ER REMOVED GASKETS . none NA WELDED PIPING CD NO IF YES... REMARKS DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: . NAME OF SPRINKLER CONTRACTOR 3 - D Fire Protection, Inc.. SIGNATURES I FOWOPERTY OWNER (SIGNED) SPRINKLER CONTRACTOR (SIGNED) ADDITIONAL EXPLANAYfONS AND NOTES �� k?"? C eS , -,000a -e TESTS WITNESSED BY TITLE s+ , hr 9 TITLE 1/ _ DATES DATE 2 _ /z- zoc DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR -3? ❑ YES ❑ NO WELDING DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN NA COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR -3? ❑ YES ❑ NO DO YOU CERTIFY THAT THE WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE NA REMOVED, AND THAT THE INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED? ❑ YES ❑ NO CUTOUTS (DISCS) DO YOU CERTIFY THAT YOU HAVE A CONTROL FEATURE TO ENSURE THAT ALL CUTOUTS (DISCS) ARE RETRIEVED? 1[] YES ❑ NO HYDRAULIC DATA NAMEPLATE. NAMEPLATE PROVIDED YES ❑ NO IF NO, EXPLAIN REMARKS DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: . NAME OF SPRINKLER CONTRACTOR 3 - D Fire Protection, Inc.. SIGNATURES I FOWOPERTY OWNER (SIGNED) SPRINKLER CONTRACTOR (SIGNED) ADDITIONAL EXPLANAYfONS AND NOTES �� k?"? C eS , -,000a -e TESTS WITNESSED BY TITLE s+ , hr 9 TITLE 1/ _ DATES DATE 2 _ /z- zoc Contractor's Material and Test Certificate for Above round Pipin ff DURE mpletion of work, inspection and tests shall be made by the contractor's representative and witnessed by the owner's representative. All defects orrected and system left in service before contractor's personnel finally leave the Job. . ate shall be filled out and signed by bo th representatives. Copies shall be prepared for approving authorities, owners, and contractor. it is od the owner's representative's signature in noway prejudices any claim against contractor for faulty material, poor workmanship, or failure to th approving authority's requirements or local ordinances. PROPERTY NAME The Village Apartments DATE 10/20/03 PROPERTY ADDRESS Rexburg, Idaho 83440 / ACCEPTED BY APPROVING AUTHORITIES (NAMES) Fire Marshal ADDRESS Rexburg Idaho PLANS INSTALLATION CONFORMS TO ACCEPTED PLANS YES ❑ NO EQUIPMENT USED IS APPROVED YES ED NO IF NO, EXPLAIN - DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF [ YES ❑ NO CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? IF NO, EXPLAIN INSTRUCTIONS HAVE COPIES OF THE FOLLOWING BEEN LEFT ON THE PREMISES: [� YES ❑ NO 1, SYSTEM COMPONENTS INSTRUCTIONS YES ❑ NO 2. CARE AND MAINTENANCE INSTRUCTIONS YES ❑ NO 3. NFPA 25 YES ED NO LOCATION OF SYSTEM SUPPLIES BUILDINGS Unit #6 YEAR OF ORIFICE TEMPERATURE MAKE MODEL MANUFACTURE SIZE QUANTITY RATING Reliable F1 Res 40 2@93 .40 SPRINKLERS Reliable F1, Res 49 2003 .49 155 Reliable F1FR U 2003 Reliable I F4 RE S 2003 1/2" 155 PIPE AND TYPE OF PIPE Rr+har7 dnlrgyr FITTINGS TYPE OF FITTINGS _ threaded and CPVC MAXIMUM TIME TO OPERATE ALARM ALARM DEVICE THROUGH TEST CONNECTION VALVE 'TYPE MAKE MODEL MIN. SEC. OR FLOW INDICATOR Flow Switch Potter V DRY VALVE Q.O.D. MAKE MODEL SERIAL NO. MAKE MODEL SERIAL NO. NA TIME TO TRIP TIME WATER. ALARM DRY PIPE THROUGH TEST WATER AIR J TRIP POINT REACHED OPERATED OPERATING CONNECTION` PRESSURE PRESSURE AIR PRESSURE TEST OUTLET` .PROPERLY TEST MIN. I SEC. PSI PSI PSI MIN. SEC. YES NO WITHOUT Q.O.D. WITH Q.O.D. IF NO, EXPLAIN NA OPERATION. NA ❑ PNEUMATIC ❑ ELECTRIC ❑ HYDRAULIC PIPE SUPERVISED ❑ YES ❑ NO DETECTING MEDIA SUPERVISED ❑ YES ❑ NO DELUGE & DOES VALVE OPERATE FROM THE MANUAL TRIP AND /OR REMOTE CONTROL STATIONS ❑ YES ❑ NO PREACTION IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT I IF NO, EXPLAIN VALVES FOR TESTING ❑ YES ❑ NO DOES EACH CIRCUIT OPERATE DOES EACH CIRCUIT MAXIMUM TIME TO MAKE MODEL SUPERVISION LOSS ALARM OPERATE VALVE RELEASE OPERATE RELEASE YES NO YES NO MIN. SEC. NA . MEASURED FROM TIM= IAIRP =nTnQIC T =AT f nA1NC! TIn a IC nP=h1C(1 LOCATION MAKE & RESIDUAL PRESSURE PRESSURE & FLOOR MODEL SETTING STATIC PRESSURE (FLOWING) FLOW RATE REDUCING INLET (P OUTLET PSI INLET PSI OUTLET (PSI) FLOW (GPM) VALVE TEST _ _ (PSI) INLET( PSI) HYDROSTATIC: Hydrostatic tests shall tie made at not less than 200 psi (13.6 bars) for two hours or 50 psi (3.4 bars) above static pressure in excess of 150 psi (10.2 bars) for two hours. Differential dry-pipe valve clappers shall be left open during test to prevent TEST damage. All aboveground piping leakage shall be stopped. DESCRIPTION PNEUMATIC: Establish 40 psi (2.7 bars) air pressure and measure drop, which shall not exceed 1 -1/2 psi (0.1 bars) In 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop, which shall not exceed 1 -1/2 psi (0.1 bars) in 24 hours. ALL PIPING HYDROSTATICALLY TESTED AT 2! L PSI FOR 2 HRS. IF NO, STATE REASON DRY PIPING PNEUMATICALLY TESTED ❑ YES ❑ NO EQUIPMENT OPE RATES PROPERLY YES ❑ NO DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT ADDITIVES AND CORROSIVE CHEMICALS, SODIUM SILICATE OR DERIVATIVES OF SODIUM SILICATE, BRINE, OR OTHER CORROSIVE CHEMICALS WERE NOT USED FOR TESTING SYSTEMS OR STOPPING LEAKS? ® YES ❑ NO. TESTS DRAIN READING OF GAUGE LOCATED NEAR WATER RESIDUAL PRESSURE WITH VALVE IN TEST TEST SUPPLY TEST CONNECTION: L' PSI CONNECTION OPEN WIDE 6s PSI UNDERGROUND MAINS AND LEAD IN CONNECTIONS TO SYSTEM RISERS FLUSHED BEFORE CONNECTION MADE TO SPRINKLER PIPING. VERIFIED BY COPY OF THE U FORM NO. 85B ff?YES ❑ NO OTHER EXPLAIN FLUSHED BY INSTALLER OF UNDERGROUND SPRINKLER PIPING 2 - YES ❑ NO IF POWDER DRIVEN FASTENERS ARE USED IN CONCRETE, HAS REPRESENTATIVE IF NO, EXPLAIN SAMPLE TESTING BEEN SATISFACTORILY COMPLETED? NA ❑ YES ❑ NO NA BLANKTESTING .NUMBER USED LOCATIONS N ffER REMOVEb GASKETS none NA NA WELDED PIPING ❑ YES NO IF YES... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR -3? ❑ YES ❑ NO WELDING DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN NA COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR -3? ❑ YES ❑ NO DO YOU CERTIFY THAT THE WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED, NA THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED? ❑ YES ❑ NO CUTOUTS DO YOU CERTIFY THAT YOU HAVE A CONTROL FEATURE TO ENSURE THAT ALL (DISCS) CUTOUTS (DISCS) ARE RETRIEVED? YES ❑ NO HYDRAULIC DATA NAMEPLATE PROVIDED YES ❑ NO IF NO, EXPLAIN NAMEPLATE. REMARKS DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: NAME OF SPRINKLER CONTRACTOR 3 -D Fire Protection, Inc.. TESTS WITNESSED BY SIGNATURES FOR PROPERTY OWNER (SIGNED) TITLE DATE FOR SPRINKLER CONTRACTOR (SIGNED) TITLE DATE ADDITIONAL EXPLAN TION A D NOT S ;or I e- Sam i ?i M(>bu: L ARtA-1 lgrbX% Vies Co ^14 U-2 16 tt�YQ 14 1 - fig r. bm ,1WQ-4 lgtbgQ Agu-!5 sto "YQ A14U-4. S 6 r..b x d? ltu- I I 0 .10. 1or '"Sm UNMwwua*r CAA - t- W- 4 r, IA - 5 1-0,loso4za- c,U 200 1 &M IBTtk TARNO' cn 9 z R Z tV O O th O O sr, cc 94 1 co ao E MECHANICAL PLAN Plan Checklist for the 2003 International Building Code Name of Project: V/ L 61 C USE AND OCCUPANCY 1. Classification as per Sections 302.1 & 303 thru 312 _ ? 2. Identify if mixed occupancy exists. Yes or No x �If no then skip #3 below. 3. Incidental use areas e Tabl 302.1.1 Accessory Space ( % or er) Nonseparated Mix d O as per Section 302.3.1 Separated Mixed cu per Table 302.3.2 Identify on plans Fire Barrier Walls and/or Horizontal Assem ies including the rating 4. If Assembly Occupancy exists, is it 750 sq. ft. or less as per Section 303.1 or less than 50 occupants as per Section 303.1.1 X 5. Covered Malls, see Section 402Nsee triu s see Section 404. Underground Buildings see Section 405. Motor Vehicle Occupancect n 6. I -2 Occupancies see Section 407. I -3 Occupancies see Section 408. Motion ro' cti Rooms see Section 409. Stages and Platforms see section 410. Special AmB ildi gs see Section 411. Aircraft Related Occupancies see Section 412. Combustibl ee ect on 413. Hazardous Materials see Section 414. H- Occupancies see Section lic ion of Flammable Finishes see Section 416. Drying Rooms see Section 417. Organic Coatings see Section 418. HEIGHT AND AREA K 9 6 7 Area, First Floor � , Second Floor , Third Floor Area meets requirements as per Table 503. (Basements need not be included as per Section 503.1.1) Yes /N No Height meets requirements as per Table 503. Yes No Buildings on same Lot? Yes C No If no then skip #5 below. Regulated as Separate or Regulated as one Building as per Section 503.1.3 Height modified as per Section 504. Yes No � If yes , sprinklers are required. Area modified as per Section 506. Yes No If yes use the area provided below to calculate increase. IVIA Total Area Allowed after Increase Area Shown on Plans Zero Lot Line Buildings see ction 705. For Mezzanines see Section 505. Unlimited Area Buildings see Section 507. -q� TYPES OF CONSTRUCTION AND FIRE RESISTANCE. 1. Identify the Type of Construction as per Section 602 loil 2. Check allowable material for Type I and II buildings as per Section 603 3. Table 601 - Identify Building Element Ratings 4. Table 602 - Identify the Fire Resistance Ratings 'of xterior Walls - - 5. Check Openings in Exterior Walls for compliance with Table 704.8.(If sprinklered, see Section 704.8. 1) 6. Projections meet requirements of Section 704.24 7. Check for window vertical exposure from roof below as per S ction 704.10 8. Check that Parapets are not required as per Section 704.11 9. Are Firewalls used or required? Yes No >(, If no, skip #10 below. 10. Check Firewalls for S c r4 Stability Fire Resistance Rating as per Table 705.4 Made of Noncombus le M haper ' (except Type V) Horizontal Continuity Vertical Continuity Co e ti terior Walls as per Section 705.5.1 Extend to Horizontal Projectin min Section 705.5.2 Openings (no windows) as per Section 705.8 Check that Penetrations meet requirements of Section 712 Ducts and Air Transfer Openings in Firewall meet requirements of Section 705.11. 11. Are Fire Barriers used or required? (as required by table 302.3.2) Yes No If no skip # 12 below. 12. Check Fire Barri s f r lements tural stability as per Section 706.4. Openings limited to 25% of wall. Ma ning size of 120 sq. ft. (unless sprinklered) Check that Penetrations mee t r of Section 712. Ducts and Air Transfer Openings meet the requirements of Section 712 and 716. 13. Are Shaft Enclosures used or required? Yes No If no then skip #14 below. 14. Shaft Enclosures meet the requirements of Section 707. 15. Are Fire Partitions used or required? Yes No �C If no then skip #16 below. 16. Check Fire Partitions for Structu Vand bil' and Continuity as per Section 708.4. Dwelling units that are sprinklered are allo eparations versus 1 hr. Check that Penetrations meet the requireme S c on 712. Ducts and Air Transfer Openings meet the requirements of Section 712 17. Fire Rated Ceiling Panels meet requirements as per Section 711.3.1 18. All Penetratio n Fire Resistive Walls and Horizontal Assemblies meet the requirements of Section 712. 19. Fire Resistive oint Systems meet the requirements of Section 713.1 20. Doors and Shutters in Fire Resi tive Assemblies meet the requirements of Table 715.3.- 21. Fire Doors are Self Closing. 22. Fire Windows or Glazing conform to Section 715.4 and able 715.4. 23. Fire and Smoke Dampers conform with Section 716 ' 24. Fire Blocking and Draft Stopping is provided as per Sec ion 717 (Draft Stopping is not r--Mt 149 required at partition line in dwelling units with combined space of less than 3000 Sq. Ft and not required if in sprinklered building with sprinklered concealed spaces) 25. Wall and Ceiling Finishes meet the requirements of Table 803.5 and Section 803. X 26. Floor Finish meets requirements of Section 804._ FIRE PROTECTION SYSTEM 1. Is a Fire Protection System required for this building in order to meet area, height etc. requirements? Yes No X If no skip #2 below. 2. List the type of system that is require 4- 3. Other requirements refluiring Fire Protection Systems (check if needed): Group A (As per Sec 'on 903.2.1) Group E (As per Sec ion 903.2. 2) Group F -1 (Asper S ction 903.2.3) Group H (As per Se tion 9 .2.4) Group I (As per Sec io ) Group M (As per S cti 0 .6) Group R (As per S ti n 9032.7) Group S -1 (As per ection 903.2.8) Group S -2 (As per Section 903.2.9) All Buildings exc pt R -3 and U (As per Section 903.2. 10 Ducts conveying Hazardous Exhausts (Asper Section 903.2.12.1) Commercial Cooking Operations (As per Section 903.2.12.2) Alm As per Table 903.2.1 4. If Sprinklers needed as identified in #3 list type of system required. 5. If Sprinklerls required by any of the above, Are Monitors and Alarms provided as per Section 903.4?- - 6. If an Alternative utomatic Fire Extinguishing System is identified, does I meet the requirements of Section 904 ? 7. Are Fire Alarms required as per Sections 907 or 908? Yes No if no then skip #8 below. 8. Do Alarms meet the requirements listed in Sections 907 or 908? 9. Is smoke control yequired ?(as per Sections 402, 404, 405 or 410) Yes No If yes, see Sections 909. A/ 10. H Occupancies may require smoke and heat vents as per Sections 415.6 and 410. MEANS OF EGRESS 1. Minimum height of 7'as per Section 1003.2. -�' 2. Any protruding objects meet the requirements of Section 1003.3. 3. The occupant load shown on plans. 1/U 4. The occupant load as per calculated by Table 1004.1.2. 5. Occupant load posted in every assembly occupancy as per Section 1004.3. 6. Egress width is identified on plans. 7. Egress width meets requirements as calculated per Table 1005.1. 8. Multiple means of egress sized so that the loss of any one means of egress shall not reduce the available egress capacity to less than 50% of total required. 9. Door encroachment does not reduce the required egress width to less than 50% required.--la- 10. Means of egress is illuminated as per Section 1006./ D MO ? & 11. Illumination emergency power is shown for means of egress as per Section 1006.3. 12. An enclosed exit stairway is shown. Yes No '�( if no, skip #13, #14 and #15 elow. 13. Enclosed stairway has an area of refuge(as per Section 1007.6) or is sprinklered. 14. Area of refuge has 2 -way mmumcations, instructions and is identified as per Sections 1007.6.3, 1007.6.4 and 1007.6.5. — A 15. Door clear widths are a minimum of 32 ". Except as allowed by exception of Section 1008.1.l. X 16. Doors swing in the direction of travel where serving 50 or more persons or in a H occupancy. 17. Specialty doors meet the requirements of 1008.1.3. h/ 18. All egress doors have a landing on both sides as per Sections 1008.1.4 and 1008.1.5. h 19. Thresholds are identified as a maximum of 1 /2" high, for swing doors and 3 /4" for sliding doors as per Section 1008.1.6. 20. Space between two doors is less than 48 "(except R2 &R3 non Type A units). 21. Locks and latches meet requirements of 1008.1.8. )C 22. Panic hardware is shown at required locations (Section 1008.1.9). 23. Does a stairway exist. Yes No X If no, skip #24 thru #28. 24. Stairway doors do not open over stairs. 25. Stairways 4r a minimum of 44" wide(except where occupant load is 50 or less or as per Section 1009.1)-- L1_ 26. Maximum user is 7 inches and minimum tread is 11 inche 27. A land it vided at the top and bottom of each stairway. 28. Maxi cal rise without a landing is 12'. 29. Handrails are ' entified that meet the requirements of Section 1009.11. 30. Handrails retu to wall, etc. or are continuous to next stair handrails 31. Elevation change of over 1/20 is designed as a ramp as per Section 1010 Adl-' 32. Exit signs are identified when over 2 doors are required for exiting. - AVrw 33. Exit signs are spaced no more than 100' apart or to the door. 34. 42" guardrails are shown whenever a walking surface is over 30" above grade./A- 35. Any roof mechanical equipment within 10' from edge has a guardrail shown. 36. Egress does not pass through intervening spaces unless the space is accessory to the area served and the intervening space is not hazardous. 37. If multiple tenant spaces exist, egress from any one does not pass through another. 38. Length of egress travel does not surpass requirements as per Section 1013.3. 39. Required egress aisle adjacent to tables shall comply with Section 1013.4.2. 40. Spaces with one means of egress meet the following maximum occupancy loads: a. Occupancy A,B,E,F,M & U - 50 occ. b. Occupancy H -1, H -2, & H -3 - 3 occ. C. Occupancy H -4, H- 5,1- 1.1 -3, I -4, & R - 10 occ. d. Occupancy S - 30 occ. 41. Where two or more exits are required, they are a minimum of 1 /2 the diagonal distance of the space served apart or where the space is served by an automatic sprinkler system, the distance is 1/3 C 42. If boiler or furnace rooms over 500 sq. ft. with btus over 400,000, two exits are provided.�� 43. Refrigeration machinery rooms and refrigerated rooms over 1000 sq. ft. have two exits. 44. Stage means of egress comply with Section 1014.6. �O 45. Exit Access travel distance meets requirements of Table 1015.1._ 46. Exterior exi balconies constructed in accordance with Section 1015.1 have 100' added to their travel distance. 47. Corridors are rated as per Table 1016.1. 48. Corridor widths meet requirements of Section 1016.2. 49. Corridor dead ends are less tan 20' or 50' for sprinklered occupancies B and F. 50. Corridor not used as plenum unless in a tenant space of less than 1000 sq. ft. 51. The minimum number of exits for occupant load meets the following: 1 -500 requires 2 exits 501 -1000 requires 3 exits More than 1000 requires 4 exits 52. Buildings with one exit meet the requirements of Section and Table 1018.2. 53. Interior stairwells required as a means of egress meet the requirements of Section 1019. 54. Space under stairs is identified as 1 -hour rated. 55. Exterior ramps or stairs are open on one side and have a minimum of 35 sq. ft. of open space not less than 42" above any floor level 56. Exterior ramps and stairways are protected from the inside of building as per Section 1022.6. 57. Exterior balconies, stairways and ramps are over 10' from t lines and other buildings on the lot. 58. Egress courts meet the requirements of Section 1023.5. Ai 59. Assembly occupancies meet the requirements of Section 1024. 60. Window egress or better is provided in every sleeping room and any habitable basement.*/ ACCESSIBLITY 1. An accessible route connects all accessible buildings, accessible facilities, accessible elements, accessible spaces and the public right -of- way(except as excepted by Section 1104). 2. In addition to the required accessible entrances, 50% of all public entrances are accessible. -- 3. Accessible parking is provided as per Table 1106.1. 4. 10% of hospital out patient parking is accessible and 20% of rehab or physical therapy/- 5. Van spaces are provided.(one out of six and any portion) 6. Accessible parking is provided on shortest route from accessible parking to the accessible building entrance. 7. Group I occupancies meet accessibility requirements as set forth in Section 1107.5. 8. Group R -1 occupancies meet the requirements of Section 1107.6 and Table 1107.6.1.1 9. Where 4 or more apartment units, one level town homes or condos are located in one structure, all units are designed as Type B units as per ICC /ANSI 117.1 unless on a upper level without elevator service. 10. Where more than 20 apartment unit, one level town homes or condos are locatep in a project, 2% but not less than one are designed as Type A units as per ICC /ANSI 117.1. A/ 11. Wheelchair spaces (and companion seat as per Section 1108.2.5) are provided in Assembly Occupancies as per Table 1108.2.2.1. 12. Assistive listening systems are provided in Assembly cupancies where audible communications are integral to the use of the spaceZ 13. Any Assembly occupancy performance area has an accessible route s per Section 1108.2.8. 14. Any dining area in an Assembly Occupancy is fully accessible. 15. Self service storage facilities shall provide accessible spaces as per Section 1108.3. 16. Toilet and bathing facilities are accessible(unless in a private office)as per ection 11 9.2. 17. Unisex toilets and bathing rooms are supplied as per Section 1109.2.1. r18. Where sinks are provided, 5 %, but not less than 1 is accessible. x - , 19. Where a kitchen or kitchenette is provided, it is accessible(unless in Type B dwellin ). 20. Storage cabinets, lockers, etc. one of each type is accessible as per Section 1109.8.�� INTERIOR ENVIROMENT AND ENERGY CONSERVATION 1. Attic ventilation exists that is 1 /150 of the floor space or 1/300 with vapor barrier. 2. 50% of the attic ventilation is 3 ft. above eaves. V 3. Crawl space ventilation complies with Section 1203.3. 4. Natural ventilation (windows, doors, louvers etc.) is a minimum of 4% of floor space. 5. Interior spaces that do not have openings directly to outside meet requirements of Section 1203.4.1. X 6. Bathrooms containing bathtubs, showers or spas are mechanically vented. 7. Natural or Artificial light is provided that meets the requVegne nts of Section 1205- _ 8. Courts shall meet the requirements of Section 1206.3. 9. Dwellings party walls and floors meet the requirements of Section 1207. 10. All habitable rooms shall be a minimum of 7' wide, and a minimum of 70 sq. ft. in area. X 11. Dwellin g units ( exce t Section 1208.4 efficient units) have one habitable room of 120 sq. ft.� p 12. All ceilings are a minimum of 7'6" with no more than 1/3 at 7'0 "._% 13. Attics and crawl spaces have access openings as per Section 1209. 14. An energy review has been submitted that meets the requirements of the International Energy conservation code._ EXTERIOR WALLS AND ROOFS 1. Exterior Wall Vapor retarder provided unless another approved means to avoid condensation and leakage has been provided 2. Water resistant barrier shown on sheathing as per Section 1402.2. 3. Masonry veneer is flashed at bottom and has weep holes. >C 4. Masonry veneer shall be mechanically attached as p Section 1405.5. 5. Stone Veneer is anchored as per Section 1405, 6. Sidings shall be applied as per Section 1405._ 7. Fire separation distance for combustible veneers(siding) meet that of Table 14 8. Balconies that protrude shall meet the requirement of Table 601 for floors 9. Metal Composite Materials(MCM) shall meet the requirements of Section 1407. 10. Roof coverings meet the requirements of Table 1505.1. 11. Double underlayment is provided in asphalt roofs with minimum slope of 2:12 up to and including a 4:12 slope. X 12. An ice dam membrane (one continuous sheet or two sheet cemented together) for all asphalt roofs is provided from the roof edge to 24" inside of the inside of the exterior wall. 13. Drip edge metal is provided along all roof edge. A ' 14. Metal roofs meet the requirements of Section 1507.4. 15. Built -up roofs meet the requirements of Section 1507.10. 16. Single Ply Plastic Roofing meet requirements of Section 1507.12 and 1507.13. -- Ai$ 17. All other roofing types meet the requirements of Section 1507 STRUCTURAL DESIGN AND SPECIAL INSPECTIONS 1. Structural Use Group (as per Table 1604.5) 2. Structural documents for light frame wood buil mgs as per chapter 23 include floor roof and live loads, ground snow load, basic wind speed, wind exposure, seismic design category and site class. 3. All plans except as described in #1 above shall include the following: a. Floor live load including any reductions. b. Roof live load as per Section 1607.11. - C. Roof Snow load, including the flat roof snow loathe snow exposure factor, the snow load importance factor and the thermal factor. d. Wind design data, including basic wind speed, wind importance factor with building category, wind exposure, applicable internal pressure coefficient and the design wind pressure used for the design of components and cladding. Earthquake design data including seismic importance factor, seismic use group, mapped spectral response accelerations, site class, spectral response coefficients, seismic design category, basic seismic - force - resisting systems, design base shear, seismic resp coefficients, response modification factors and the analysis procedure used. A 4. Flood zone is identified(if in flood zone see Section 1603.1.6) 5. Design of floor live loads in access of 50 lbs per sq. ft. also i entify that signs must be posted. 6. Structural design calculations meeting the requirements of chapter 16 have been provided. '�< 7. Architectural, mechanical and electrical components meet the seismic requirements of Section 1621 8. Where special fabrication (usually steel) is performed Pff sight, the fabricator has provided a certificate of compliance as per Section 1704.2.2. 9. Special inspections are identified for welding. 10. Special inspections are identified for high strength bolting- 11. Special Z ctions are identified for concrete construction except as excluded by Section 1704.4 12. Special inspection are identified for masonry as per Section 1704.5. - A6 13. Special inspections are identified for fills greater than 12" deep where load is applied.p� 14. Special inspections are identified for all pier and pile foundations. 15. Special inspections are identified for sprayed on fire resistance a lications. 16. Special inspections are identified for smoke control systems. 17. Quality assurance plan for seismic resistance is provided (exce or design light frame as per chapter 2308 or reinforced masonry less than 25 feet high) 18. Special inspections are provided for seismic force resisting systems. 19. Structura observations as per Section 1709 are identified for structures in Seismic Use Groups II or III. SOILS AND FOUNDATIONS 1. Allowable soil foundation bearing pressure (as per Table 1804.2). Z-V O O 2. Soil investigation meets the requirements of Section 1802.2. 3. Grading is a minimum of 2% for concrete or asphalt surfaces or 5 fo natural surfaces. , V 4. Information provided as per Section 1803.5 for any structural fill 5. Footings (except for 1 story category 1 buildings no bigger than 400 sq. ft.) are 36" below grade for frost protection. 6. Buildings on or adjacent to greater than 3/1 slopes meet requirements of Section 1805.3. 7. Top of foundation is a minimum of 12" above the adjacent street gutter (unless a drainage path is identified and approved by the building official). 8. Footings designed so that the allowable bearing capacity of the soil is not exceeded. 9. Foundation meets the requirements of Section 1805.5 (including tables 1805.5). "$ 10. Except for Group R and U occupancies of light framed constructs n of seismic design D and less than 3 stories in hieght, concrete is a minimum of 3000 p.s.i.. 11. Retaining walls are designed with a lateral sliding and overturnmg factor of safety of 1.5.4 12. Foundation qr j a inage system or water - proofing (Section 1807.3) is provided where water table warrants. 13. Damproofing shown under slabs as per Section 1807.2.1. 14. Damproofing shown for foundation walls. x 15. Minimum of 4" of gravel is shown under all slabs. - X 16. Foundation dr m is installed (except in well - drained gravel areas) as per Section 1807.4.2 and 1807.4.3. 17. Piles meet requirements of Section 1808, 1809, 1810 and 1811. 18. Piers are a minimum of 2' wide and meet requirements of 1808#2and 1812. j CONCRETE and MASONRY 1. Construction documents show compressive strength of concrete, strength or grade of reinforcement and the size and location of reinforcement 2. Structures assigned to Seismic Design Category D contain a statement identifying if slab -on -grade is designed as a structural diaphragm. ?C 3. Concrete exposed to freezing weather has air entrainment as per Table 1904.2.1 and meets the requirements of Section 1904.2.2 and Tables 1904.2.2(1) and 1904.2.2(2). 4. Masonry shear walls are provided in both directions so that their cumulative dimension in each direction is a minimum of 0.4 times the long length of the building (as per Section 2109.2.1.2): 5. Floor and roof diaphragm width to lengt4 ratios for masonry buildings meet Table 2109.2.1.3. (Empirical Design Only) —AIA- 6. Masonry wall lateral support is identified "' in engineering documents or empirically by Table 2109.4.1 7. Masonry hickness of bear'�walls for one story is a minimum of 6" and 8" for two story buildings as per Section 2109.5.2. 8. Masonry foundation w s meet all of the requirements of Section 2109.5.6.