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Home My WebLink AboutFS PLANS - 22-00610 - U-Haul - New Commercial Bldg A.pdfBURGLAR BAR HAT CHANNELS 8" ON CENTER OVER HALLWAY SYSTEM ASSHOWN WHEN GAP SPACING TO ROOF DECK OR FLOOR IS GREATER THAN 24.WHERE GAP IS LESS THAN 24" NO BURGLAR BAR HAT CHANNELS ARE REQUIRED CEILING FINISH ORBOTTOM OFSTRUCTURE ABOVE 6" MAXIMUM OPENING VERTICAL UPRIGHTS ORCOLUMNS 10'-0" ON CENTERMAXIMUM 0' - 0 3/16" HALLWAY CHANNEL TYPICAL PARTITION HALLWAY SYSTEM2' - 0" OR GREATER0' - 8" 0' - 8" 0' - 8" 0' - 8" 0' - 8"0' - 10"COVERAGE FOR UNITS 3'-0"± SPRINKLER HEADS ABOVE METAL ROOFING COLD FORMED / STEEL BEAM GAS LINE FIN. FLR. FABRIC DUCT TO BE MOUNTED AS HIGH AS POSSIBLE FROM THE FIN. FLOOR 1/2" MTL. CONDUIT ATTACHED TO Z-PURLINS FIRE SPRINKLER LINE 8' -0" LONG (TYP.) FLUORESCENT LIGHT FIXTURE FASTENER DETAIL T. OF PURLIN VARIES SEE LIGHTING NOTES9' - 0"ROOF PURLIN AISLE STORAGE ROOMROOM STORAGE COVERAGE FOR UNITS 3'-0"± SPRINKLER HEADS ABOVE OPEN SECURITY BARS LINE OF DECK PURLIN / HEADERS PURLIN POST / STUD TYPICAL INTERIOR STORAGE UNIT ELEVATION8'-4" MIN, HEIGHT (VRIFY SITE SPECIFIC CONDTIONS)7'-0" MIN. DOOR HEIGHTCOVERAGE FOR UNITSSPRINKLER HEADS ABOVE 3'-0"± EXISTING UNDERGROUND CITY LOOP 88 EXISTING UNDERGROUND CITY LOOP 150'-0"± TESTED HYRANT LOCATION: STATIC: 86 PSI RESIDUAL: 74 PSI FLOW: 1475 OUTSIDE HOSE FLOW: 250 NEW STEEL BUILDING BUILDING A 33,800 FT² 6HANGING AND SPRINKLER DETAIL RISER DETAIL BURGLAR BAR DETAIL TYPICAL INTERIOR STORAGE UNIT ELEVATION TYPICAL VIEW FROM AISLE REMOTE FDC Sprinkler LegendSymbolManufacturerSINModelQuantityK-FactorTypeSizeResponseFinishTemperatureReliableRA1435F1FR5655.6Sidewall½QuickWhite Polyester200 °FReliableRA1425F1FR568005.6Upright½QuickBrass200 °FTotal = 805328 N. 2nd E. Rexburg, ID 83440U-HaulPRINT DATE 3-D Fire Sprinkler Layout1 2 3 4 DESCRIPTIONNO.DATE FOR APPROVAL REVISIONS OWNERSHIP OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT OF 3-D FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE FOR THIS PROJECT ONLY AND SHALL REMAIN THE PROPERTY OF 3-D WHETHER THE PROJECT IS COMPLETED OR NOT. REUSE OF ANY OF THE INSTRUMENTS OF SERVICE, BY THE OWNER OREXTENSIONS OF THE PROJECT WITHOUT WRITTENPERMISSION OF 3-D SHALL BE AT THE OWNER'S RISK AND THE OWNER AGREES TO DEFEND, INDEMNIFY, AND HOLD HARMLESS 3-D FROM ALL CLAIMS, DAMAGES, AND EXPENSES INCLUDING ATTORNEYS' FEES ARISING OUT OF UNAUTHORIZED REUSE OF THE INSTRUMENTS OF SERVICE BY THE OWNER OR BY OTHERS ACTING THROUGH THE OWNER DRAWN BY 4C0103 Travis Capson 3-D FIRE PROJECT NUMBER NORTH 814 SCALE 1/8" = 1'-0" 0 SCALE 1/2" = 1'-0" 1 402 FREEZING CONDITIONS IN LOCATIONS SUBJECT TO FREEZING CONDITIONS, IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT ANDADEQUATE INSULATION THROUGHOUT WET PIPE SPRINKLERSYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE ANDOTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. Signature AS-BUILT Date of Review Nicet Name SUBMITTAL NICET Level II OTHER FP01 Idaho State Licence: FPSC-8 Tel. 208-881-5436 Travis.Capson@3Dfire.us Idaho Falls, ID 6312 Burggraf Way I have reviewed these plans and certify that they comply with the adopted NFPA standards. 11/29/22 SCALE 1/2" = 1'-0" 10/25/22 SCALE 1/2" = 1'-0"SCALE 1/2" = 1'-0" 2 11/29/22 CLARIFY HEAD LAYOUT MOVED MAP FOR STAMP 1 FIRE SERVICE ENTRANCE NO SCALE NO SCALE - BUILDING STRUCTURE AND CONSTRUCTION CONSISTS OF: -CONCRETE FOUNDATION/FLOOR -STEEL BEAMS -STEEL PERLINS - TOTAL SQUARE FOOTAGE: -MAIN LEVEL: 33,800 FT² - BUILDING CODE CLASSIFICATION - OCCUPANCY - TYPE 1-A (FIRST FLOOR) TYPE II-B - CONSTRUCTION TYPE - STEEL, CONCRETE THIS AUTOMATIC SPRINKLER SYSTEM IS SIZED BASED ON HYDRAULIC CALCULATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 13 2019 EDITION. FIRE SPRINKLER SYSTEM IN AREA OF WORK IS DESIGNED TO ORDINARY HAZARD II. CITY WATER SUPPLY DATA: STATIC PRESSURE: 86 RESIDUAL PRESSURE: 74 FLOW: 1475 DATE: 09/28/22 SOURCE: 3-D FIRE PROTECTION TOTAL SYSTEM 1 PROTECTION AREA: MAIN LEVEL: 11,300 FT² TOTAL SYSTEM 2 PROTECTION AREA: MAIN LEVEL: 11,300 FT² TOTAL SYSTEM 2 PROTECTION AREA: MAIN LEVEL: 11,300 FT² HYDRAULIC CALCULATION REFERENCE POINT: DESIGN AND INSTALL A TRIPLE ZONE WET AUTOMATIC FIRE SPRINKLER SYSTEM FOR THE NEW BUILDING LOCATED AT 328 N. 2ND E. REXBURG, ID 83440. SYSTEM TO BE SUPPLIED BY A NEW 6" UNDERGROUND LEAD IN TESTED AND FLUSHED BY 3-D FIRE PROTECTION. SYSTEM SCOPE OF WORK STARTS 5' STUB OUT OF THE BUILDING. SYSTEM DESIGN SHALL BE IN ACCORDANCE WITH NFPA 13 2019 AND LOCAL AUTHORITY. DESIGNED BY: TRAVIS CAPSON NICET LEVEL II #71005462 208-881-5438 - OFFICE 6312 S. BURGRAFF WAY IDAHO FALLS, ID 83402 AUTHORITY HAVING JURISDICTION: MADISON FIRE DEPARTMENT 26 N. CENTER ST. REXBURG, ID 208-359-3010 GENERAL CONTRACTOR: BATEMAN HALL 1405 FOOTE DR. IDAHO FALLS, ID 208-523-2681 1. SYSTEM DESIGN, INSTALLATION AND TESTING SHALL BE IN ACCORDANCE WITH NFPA 13 (2019 EDITION) AND LOCAL FIRE AUTHORITY. 2. ALL MATERIAL AND DEVICES TO BE U.L. LISTED AND/OR F.M. APPROVED FOR FIRE SPRINKLER USE. 3. ALL 1" SYSTEM PIPING SHALL BE SCHEDULE 40 BLACK PIPE WITH THREADED CI FITTINGS. 4. ALL SYSTEM PIPING 1¼" AND LARGER SHALL BE SCHEDULE 10 BLACK PIPE WITH GROOVED FITTINGS & GROOVED RIGID COUPLINGS. 5. PIPE SHALL BE MANUFACTURED TO MEET ASTM A135 STANDARDS. CRR VALUE = 1.0 OR GREATER 6. ALL HANGERS SHALL BE DESIGNED, SPACED AND INSTALLED AS PER NFPA-13, 2019 EDITION, CHAPTER-18. MAX LENGTH OF UNSUPPORTED ARMOVERS SHALL BE 24" (PRESSURE LESS THAN 100 PSI). 7. SPRINKLERS LOCATED IN ACOUSTICAL GRID CEILINGS SHALL BE INSTALLED CENTER OF TILE OR QUARTER POINTS. 8. ALL ALARM SYSTEM WIRING AND INSTALLATION IS BY OTHERS. 24 HOUR SUPERVISION TO BE PROVIDED BY OTHERS. 9. OTHER CONTRACTORS TO PROVIDE PAINTING, WIRING, FIRE EXTINGUISHERS, HYDRANTS, THRUST BLOCKING, CITY WATER CONNECTION, EXCAVATION, BACKFILLING AND SYSTEM MONITORING. 10. FLUSHING AND TESTING OF UNDERGROUND PIPING SHALL BE COMPLETED BY THE INSTALLING CONTRACTOR BEFORE CONNECTION TO THE FIRE SPRINKLER SYSTEM. 11. ALL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES SHALL BE FIRE STOPPED. FIRE STOPPING MATERIAL SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTION BY OTHERS. 12. HYDRAULIC PLACARD SHALL BE POSTED ON RISER. 13. BUILDING OWNER SHALL BE RESPONSIBLE FOR ADEQUATE HEAT (40ºF AND ABOVE) IN ALL WET PIPE AREAS TO PREVENT SPRINKLER SYSTEM FROM FREEZING. 14. 3-D FIRE PROTECTION WILL NOT BE RESPONSIBLE SHOULD THE MINIMUM WATER FLOW VALUES NOT BE SUPPLIED AT THE POINT OF CONNECTION OF THE HYDRAULIC SOURCE NODE. SCOPE OF WORK SYSTEM DESIGN NOTES BUILDING DETAILS GENERAL NOTES SURGE RESTRAINT 3/4" ALL THR. ROD "J" BOLT HEX NUT & WASHER THRUST BLOCK(PER NFPA 24) U.G. PIPING GROUND LEVEL D.I.P. RISER M.J. X FL. ADAPTER STEEL RISER 15 14 13 12 1 2 3 4 7 8 10 11 12 13 5 6 99 4 3 1 2 Travis Capson 71005462 11/29/22 NORTH 1 1 1 BRANCHLINE 1/2" PLUG WET SYSTEM AIR VENT 1/2" BALL VALVE 1/2" X 0-3 NIPPLE 1/2" X 0-3 NIPPLE 1/2" 90º ELBOW NOTE: A SINGLE AIR VENT SHALL BE LOCATED NEAR A HIGH POINT IN THE SYSTEM. 1" X 1/2" ELBOW UPRIGHT SPRINKLER 1" MINCEILING 1" SCH.40 PIPE UPRIGHT SPRINKLER DETAIL UPRIGHT SPRINKLER BRANCHLINE PIPING WELDED OUTLET UPRIGHT SPRINKLER DETAIL INSTALL SPRINKLER 1"-12" BELOW DECK ADJUSTABLE PIPE STAND 2" SCH.40 PIPE 1½" SCH.40 PIPE 1½" ADJUSTABLE NUT 2" THREADED FLANGE(BOLT TO GROUND) PIPE SADDLE WELDED CONNECTION SPRINKLER PIPE 1. ALL MATERIALS & INSTALLATIONS TO BE U.L. LISTED & SHALL CONFORM TO NFPA 13 & NFPA 24 2. THRUST BLOCKS & RODDING SHALL CONFORM TO NFPA 24 3. MINIMUM BURY SHALL BE 6'-0" 4. ALL WATER LINES FOR FIRE SPRINKLER SYSTEMS SHALL BE TESTED AT 200 psi FOR TWO HOURS MINIMUM. 5. DUCTILE IRON PIPE SHALL BE USED WHEN PIPE PASSES UNDER BUILDING FOUNDATION OR FOOTING. 6. ALL EXTERIOR MATERIALS SHALL BE PROPERLY PROTECTED AGAINST EXPOSURE. 7. UNDERGROUND PIPING SHALL BE FLUSHED PER NFPA 24 BEFORE CONNECTING TO THE OVERHEAD FIRE SPRINKLER SYSTEM PIPING. 8. REFER TO ANY LOCAL REQUIREMENTS BEFORE INSTALLING OR MAKING A CONNECTION TO THE FIRE SERVICE CONNECTION. UNDERGROUND PIPING GENERAL NOTES PITCH REMOTE INSPECTORS TEST BRANCHLINE 1" GLOBE VALVE 1" UNION 1" GALV. 45º w/ ½" ORIFICE 1" SCH.40 PIPE 1" X 1/2" R.C. 1" SCH.40 SPRIG BRANCHLINE PIPING 1" WELDED OUTLET UPRIGHT SPRINKLER UPRIGHT W/ SPRIG DETAIL INSTALL SPRINKLER 1"-12" BELOW DECK 12" MAXGARAGE DOOR SPRINKLER DETAIL BRANCHLINE PIPING OVERHEAD GARAGE DOOR 1" SCH.40 DROP HSW SPRINKLER 1" SCH.40 NIPPLE 1" 90º ELBOW 4"-6" ELEVATOR SPRINKLER DETAIL 1" SCH.40 DROP HSW SPRINKLER 1" 90º ELBOW 1" X ½" ELBOW SHAFT WALL PIT FLOOR BRANCHLINE 2'-0" STEEL BEAM / JOIST LONGITUDINAL BRACE DETAIL TOLCO FIG 828 TOLCO FIG 980 1" SCH.40 PIPE 45º - 60ºBRACE ANGLE TOLCO FIG 4L SPRINKLER PIPE STEEL BEAM / JOIST LATERAL BRACE DETAIL TOLCO FIG 828 TOLCO FIG 980 TOLCO FIG 1000"FAST CLAMP"SPRINKLER PIPE 1" SCH.40 PIPE 45º - 60ºBRACE ANGLE TRAPEZE HANGER DETAIL PIPE ALL THREAD ROD TOP BEAM CLAMP SWIVEL RING BEAM / JOIST BEAM CLAMP PIPE ALL THREAD RODZEE PURLIN PIPE STEEL SAMMY SIDEWINDER SAMMY SIDEWINDER ALL THREAD ROD SWIVEL RING SITE PLAN AREA OF WORK RISER LEGEND 1. 4" System 3 Wet Riser 2. 4" System 2 Wet Riser 3. 4" System 1 Wet Riser 4. 4" Remote FDC (As shown on drawing) 5. Potter Flow Switch 6. 4" CR Riser with Test and Drain 7. 4" Grooved Tee 8. 4" Grooved Cap 9. Main Drain 10. 4" Grooved 90° 11. 4" C200 Backflow Preventer 12. 6 x 8 Flange Piece 13. 6" Underground FDC LEGEND 1. 4" Butterfly (Sup. Closed) 2. 4" Check Valve 3. 4" Tee for Forward Flow Loop 4. 4 x 2½ x 2½ Remote FDC NO SCALE NO SCALE NO SCALESYSTEM 3SYSTEM 2SYSTEM 1REMOTE FDCIDAHO STATE FIRE MARSHAL'S OFFICE FIRE SPRINKLER PLAN REVIEW ACCEPTED 12/07/2022WITH COMMEN T S Sprinklers shall be located so as to minimize obstructions to discharge as defined in 10.2.7.2 and 10.2.7.3, or additional sprinklers shall be provided to ensure adequate coverage of the hazard. 150'-0"± EXISTING UNDERGROUND CITY LOOP 88 EXISTING UNDERGROUND CITY LOOP-6'-0½ FF-6'-0½ FF-6'-0½ FF66SHOWROOM OFFICE R&D AREA STAIR FIRE RISER ROOM RESTROOM LOBBY ELEVATOR ELEVATOR EQUIP STORAGE SELF- STORAGE SELF- STORAGE RESTROOM BREAKROOM TESTED HYRANT LOCATION: STATIC: 86 PSI RESIDUAL: 74 PSI FLOW: 1475 OUTSIDE HOSE FLOW: 250 LATERAL ZONE OF INFLUENCE LONGITUDINAL ZONE OF INFLUENCE HEADS FOR GARAGE DOORS 54'-6 54'-649'-629'-6 10'-015'-015 HIGH POINT VENT 16 4 1'-1½ 13 14 4 12 1 x 9'-611148'-10118'-1½10'-0 FF10'-0 FF10'-0 FF 1114 x 4'-632'-414'-11½8'-1111'-113'-912'-613'-915'-013'-912'-5½1'-01'-05'-06'-3½1'-0½12'-4½11'-70'-1012'-111'-311'-313'-915'-013'-912'-61'-033333333333332½2½2½2½2½2½2½2½2½2½2½11'-0 FF 11'-0 FF 11'-0 FF 11'-0 FF 11'-0 FF 11'-0 FF FLOATER MAIN DRAIN 11'-0 FF33'-9½ 3 11'-0 FF35'-05'-01¼ x 0'-1½1¼ x 0'-1½1¼ x 0'-1½1¼ x -0'-2½1¼ x -0'-2½1¼ x -0'-2½1¼ x 0'-1½1¼ x 0'-1½1¼ x -0'-2½1¼ x -0'-2½1¼ x -0'-2½1¼ x -0'-2½1¼ x 0'-1½1¼ x 0'-61¼ x 0'-1½1¼ x 0'-1½1¼ x 0'-1½1¼ x 0'-1½1¼ x 0'-1½1¼ x 0'-1½1¼ x 0'-1½1¼ x 0'-1½1¼ x 0'-1½1¼ x 0'-1½1¼ x -0'-3 41¼1¼1¼ 1¼1¼1¼ 1¼1¼1¼ 1¼ 1¼ 1¼ 1¼1¼1¼1¼ 1¼1¼1¼ 1¼1¼1¼ 1¼1¼1¼1¼1¼1¼1¼1¼ 1¼ 1¼ 1¼ 1¼1¼1¼1¼1¼1'-9½2'-35'-01¼ 1'-9½ 1¼1¼9'-1 9'-1 9'-1 9'-1 8'-1 1'-11½2'-8½8'-2 9'-4 9'-4 6'-26 3'-1½4'-4½1'-10½0'-7½0'-5½2'-33'-23'-23'-21¼ 4'-11 9'-10 9'-10 7'-116'-0½ 4 4'-11 1¼ 9'-10 1¼ 9'-10 1¼ 7'-11 1¼ 1¼1¼1¼1¼1¼ 4'-11 1¼ 9'-10 1¼ 9'-10 1¼ 7'-11 1¼ 3'-2½ 1¼ 5'-1½ 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 2'-0½ 1¼ 5'-0 1¼ 9'-10 1¼ 9'-10 1¼ 7'-11 1¼ 1'-10 1¼ 8'-8 1¼ 2'-4½ 1¼ 7'-11½ 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 2'-10½ 1¼ 2'-10 1¼ 8'-7½ 1¼ 8'-7½ 1¼ 8'-7½ 1¼ 8'-7½ 1¼ 8'-7½ 1¼ 8'-7½ 1¼ 8'-7½ 1¼ 8'-7½ 1¼ 8'-7½ 1¼ 8'-7½ 1¼ 2'-1½ 1¼ 4'-4 1¼ 9'-4 1¼ 9'-4 1¼ 11'-8½ 1¼ 11'-1½ 1¼ 11'-1½ 1¼ 11'-1½ 1¼ 7'-7 1¼ 1¼1¼1¼1¼ 4'-11½ 1¼ 8'-6 1¼ 11'-0 1¼ 11'-0 1¼ 11'-0 1¼ 11'-0 1¼ 9'-8 1¼ 8'-4 1¼ 8'-4 1¼ 11'-8 1¼ 1'-10 1¼ 8'-8 1¼ 8'-8 1¼ 8'-8 1¼ 8'-8 1¼ 3'-2½ 1¼ 0'-10 1¼ 9'-4 1¼ 11'-8½ 1¼ 11'-1½ 1¼ 11'-1½ 1¼ 11'-1½ 1¼ 7'-7 1¼ 2'-4½ 1¼ 7'-11½ 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 2'-10½ 1¼ 2'-4½ 1¼ 7'-11½ 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 2'-10½ 1¼ 9'-1 1¼ 9'-1 1¼ 9'-1 1¼ 9'-1 1¼ 9'-1 1¼ 5'-0½ 1¼ 7'-8 1¼ 10'-1 1¼ 10'-1 1¼ 10'-1 1¼ 10'-1 1¼ 10'-1 1¼ 10'-1 1¼ 10'-1 1¼ 10'-1 1¼ 2'-10½ 1¼ 9'-1 1¼ 9'-1 1¼ 9'-1 1¼ 9'-1 1¼ 9'-1 1¼ 4'-11½ 1¼ 1'-0 1¼ 5'-0½ 1¼ 1¼1¼1¼1¼1¼1¼ 2'-4½ 1¼ 7'-11½ 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 2'-10½ 1¼ 3'-2½ 1¼ 5'-1½ 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 2'-0½ 1¼ 2'-7½ 1¼ 10'-1 1¼ 10'-1 1¼ 10'-1 1¼ 10'-1 1¼ 10'-1 1¼ 10'-1 1¼ 10'-1 1¼ 10'-1 1¼ 10'-1 1¼ 10'-1 1¼ 10'-1 1¼ 10'-1 1¼ 10'-1 1¼ 10'-1 1¼ 10'-1 1¼ 10'-1 1¼ 10'-1 1¼ 10'-1 1¼ 10'-1 1¼ 10'-1 1¼ 2'-10½ 1¼ 9'-1 1¼ 9'-1 1¼ 9'-1 1¼ 9'-1 1¼ 9'-1 1¼ 5'-0½ 1¼ 2'-10 1¼ 8'-7½ 1¼ 8'-7½ 1¼ 8'-7½ 1¼ 8'-7½ 1¼ 8'-7½ 1¼ 8'-7½ 1¼ 8'-7½ 1¼ 8'-7½ 1¼ 8'-7½ 1¼ 8'-7½ 1¼ 2'-1½ 1¼ 2'-7½ 1¼ 10'-1 1¼ 10'-1 1¼ 10'-1 1¼ 6'-0 1¼ 1'-5½ 1¼ 3'-6½ 1¼ 2'-0 1¼ 11'-1½ 1¼ 1'-2½ 1¼ 9'-11 1¼ 3'-6½ 1¼ 7'-7 1¼ 7'-7 1¼11'-6 FF11'-6 FF11'-6 FF11'-6 FF11'-6 FF11'-6 FF11'-6 FF11'-6 FF11'-6 FF11'-6 FF11'-6 FF11'-6 FF11'-6 FF11'-6 FF11'-6 FF11'-6 FF11'-6 FF11'-6 FF11'-6 FF11'-6 FF11'-6 FF11'-6 FF11'-6 FF11'-6 FF11'-6 FF11'-6 FFSprinkler LegendSymbolManufacturerSINModelQuantityK-FactorTypeSizeResponseFinishTemperatureReliableRA1435F1FR5655.6Sidewall½QuickWhite Polyester200 °FReliableRA1425F1FR562685.6Upright½QuickBrass200 °FTotal = 273328 N. 2nd E. Rexburg, ID 83440U-HaulPRINT DATE 3-D Fire Sprinkler Layout1 2 3 4 DESCRIPTIONNO.DATE REVISIONS OWNERSHIP OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT OF 3-D FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE FOR THIS PROJECT ONLY AND SHALL REMAIN THE PROPERTY OF 3-D WHETHER THE PROJECT IS COMPLETED OR NOT. REUSE OF ANY OF THE INSTRUMENTS OF SERVICE, BY THE OWNER OREXTENSIONS OF THE PROJECT WITHOUT WRITTENPERMISSION OF 3-D SHALL BE AT THE OWNER'S RISK AND THE OWNER AGREES TO DEFEND, INDEMNIFY, AND HOLD HARMLESS 3-D FROM ALL CLAIMS, DAMAGES, AND EXPENSES INCLUDING ATTORNEYS' FEES ARISING OUT OF UNAUTHORIZED REUSE OF THE INSTRUMENTS OF SERVICE BY THE OWNER OR BY OTHERS ACTING THROUGH THE OWNER DRAWN BY 4C0103 Travis Capson 3-D FIRE PROJECT NUMBER NORTH 814 SCALE 1/8" = 1'-0" 0 SCALE 1/2" = 1'-0" 1 402 FREEZING CONDITIONS IN LOCATIONS SUBJECT TO FREEZING CONDITIONS, IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT ANDADEQUATE INSULATION THROUGHOUT WET PIPE SPRINKLERSYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE ANDOTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. Signature AS-BUILT Date of Review Nicet Name SUBMITTAL NICET Level II OTHER FP02 Idaho State Licence: FPSC-8 Tel. 208-881-5436 Travis.Capson@3Dfire.us Idaho Falls, ID 6312 Burggraf Way I have reviewed these plans and certify that they comply with the adopted NFPA standards. 11/29/22 2 SCALE 1/8" = 1'-0" 10/25/22 MOVED MAP FOR STAMP CLARIFY HEAD LAYOUT FOR APPROVAL 11/29/22 ALL UNITS SHALL BE OPEN TO ABOVE AND HAVE A CLEARANCE TO STORAGE BELOW TYPICAL. HEADS SHALL BE ABOVE ALL UNITS 3'-0"± TYPICAL Travis Capson 71005462 11/29/22 1ST FLOOR PLAN IDAHO STATE FIRE MARSHAL'S OFFICE FIRE SPRINKLER PLAN REVIEW ACCEPTED 12/07/2022WITH COMMEN T S ELEVATOR STAIR SELF- STORAGE SELF- STORAGE HIGH POINT VENT331'-1½4'-8½1'-010'-012'-615'-013'-912'-613'-8½15'-013'-912'-61'-02½2½2½2½2½2½2½2½2½2½2½7'-930'-9311'-931'-3311'-331'-9310'-931'-3311'-3313'-9315'-0313'-9312'-630'-11½331'-3331'-3½4'-621'-3 FF 21'-3 FF 21'-3 FF21'-3 FF 21'-3 FF 21'-3 FF 21'-3 FF1¼ x -0'-2½1¼ x 0'-1½1¼ x 0'-1½1¼ x -0'-2½1¼ x 0'-1½1¼ x -0'-2½1¼ x -0'-2½1¼ x -0'-2½1¼ x 0'-1½1¼ x 0'-1½1¼ x -0'-2½1¼ x 0'-1½1¼ x 0'-1½1¼ x 0'-1½1¼ x 0'-1½1¼ x 0'-1½1¼ x 0'-1½1¼ x 0'-1½1¼ x 0'-1½1¼ x 0'-1½1¼ x 0'-1½1¼ x 0'-1½1¼ x 0'-1½1¼ x 0'-1½1¼ x -0'-31¼ 1¼ 1¼ 1¼1¼ 1¼ 1¼ 1¼ 1¼ 1¼ 1¼ 1¼ 1¼ 1¼ 1¼ 1¼ 1¼ 1¼ 1¼ 1¼ 1¼ 1¼1¼1¼1¼1¼1¼14'-11 0'-64'-31¼3'-91¼4'-99'-79'-74'-42'-4½2'-03'-01'-33'-91¼1'-32'-10½ 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 7'-11½ 1¼ 2'-4½ 1¼ 2'-4½ 1¼ 10'-1½ 1¼ 10'-0 1¼ 10'-0 1¼ 10'-0 1¼ 10'-0 1¼ 10'-0 1¼ 10'-0 1¼ 10'-0 1¼ 5'-0 1¼ 10'-0 1¼ 10'-0 1¼ 10'-0 1¼ 2'-9 1¼ 9'-9 1¼ 10'-0 1¼ 10'-0 1¼ 10'-0 1¼ 5'-0 1¼ 2'-10½ 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 7'-11½ 1¼ 2'-4½ 1¼ 2'-10½ 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 7'-11½ 1¼ 2'-10½ 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 7'-11½ 1¼ 2'-4½ 1¼ 1¼1¼1¼1¼1¼ 6'-10 1¼ 2'-9 1¼ 9'-9 1¼ 10'-0 1¼ 10'-0 1¼ 10'-0 1¼ 10'-0 1¼ 10'-0 1¼ 10'-0 1¼ 10'-0 1¼ 2'-0½ 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 5'-1½ 1¼ 3'-2½ 1¼ 5'-0 1¼ 10'-0 1¼ 10'-0 1¼ 10'-0 1¼ 2'-9 1¼ 9'-9 1¼ 10'-0 1¼ 10'-0 1¼ 10'-0 1¼ 10'-0 1¼ 10'-0 1¼ 10'-0 1¼ 10'-0 1¼ 1'-10½ 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 4'-2 1¼ 4'-9 1¼ 9'-7 1¼ 9'-7 1¼ 9'-7 1¼ 9'-7 1¼ 9'-7 1¼ 6'-10 1¼ 3'-11½ 1¼ 12'-6 1¼ 12'-6 1¼ 12'-6 1¼ 12'-6 1¼ 12'-6 1¼ 12'-6 1¼ 12'-6 1¼ 12'-6 1¼ 12'-6 1¼ 12'-6 1¼ 12'-6 1¼ 6'-3 1¼ 2'-0½ 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 5'-1½ 1¼ 3'-2½ 1¼ 2'-9 1¼ 9'-9 1¼ 10'-0 1¼ 10'-0 1¼ 10'-0 1¼ 10'-0 1¼ 10'-0 1¼ 10'-0 1¼ 10'-0 1¼ 1'-10½ 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 4'-2 1¼ 4'-9 1¼ 9'-7 1¼ 9'-7 1¼ 9'-7 1¼ 9'-7 1¼ 9'-7 1¼ 6'-10 1¼ 4'-3 1¼ 9'-7 1¼ 9'-7 1¼ 9'-7 1¼ 6'-10 1¼ 3'-11½ 1¼ 12'-6 1¼ 12'-6 1¼ 12'-6 1¼ 12'-6 1¼ 12'-6 1¼ 12'-6 1¼ 12'-6 1¼ 12'-6 1¼ 12'-6 1¼ 12'-6 1¼ 12'-6 1¼ 11'-0 1¼21'-9 FF21'-9 FF21'-9 FF21'-9 FF21'-9 FF21'-9 FF21'-9 FF21'-9 FF21'-9 FF21'-9 FF21'-9 FF21'-9 FF21'-9 FF21'-9 FF21'-9 FF21'-9 FF21'-9 FF21'-9 FF21'-9 FF21'-9 FF21'-9 FF21'-9 FF21'-9 FF21'-9 FF21'-9 FF21'-9 FFSprinkler LegendSymbolManufacturerSINModelQuantityK-FactorTypeSizeResponseFinishTemperatureReliableRA1425F1FR562665.6Upright½QuickBrass200 °FTotal = 266328 N. 2nd E. Rexburg, ID 83440U-HaulPRINT DATE 3-D Fire Sprinkler Layout1 2 3 4 DESCRIPTIONNO.DATE REVISIONS OWNERSHIP OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT OF 3-D FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE FOR THIS PROJECT ONLY AND SHALL REMAIN THE PROPERTY OF 3-D WHETHER THE PROJECT IS COMPLETED OR NOT. REUSE OF ANY OF THE INSTRUMENTS OF SERVICE, BY THE OWNER OREXTENSIONS OF THE PROJECT WITHOUT WRITTENPERMISSION OF 3-D SHALL BE AT THE OWNER'S RISK AND THE OWNER AGREES TO DEFEND, INDEMNIFY, AND HOLD HARMLESS 3-D FROM ALL CLAIMS, DAMAGES, AND EXPENSES INCLUDING ATTORNEYS' FEES ARISING OUT OF UNAUTHORIZED REUSE OF THE INSTRUMENTS OF SERVICE BY THE OWNER OR BY OTHERS ACTING THROUGH THE OWNER DRAWN BY 4C0103 Travis Capson 3-D FIRE PROJECT NUMBER NORTH 814 SCALE 1/8" = 1'-0" 0 SCALE 1/2" = 1'-0" 1 402 FREEZING CONDITIONS IN LOCATIONS SUBJECT TO FREEZING CONDITIONS, IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT ANDADEQUATE INSULATION THROUGHOUT WET PIPE SPRINKLERSYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE ANDOTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. Signature AS-BUILT Date of Review Nicet Name SUBMITTAL NICET Level II OTHER FP03 Idaho State Licence: FPSC-8 Tel. 208-881-5436 Travis.Capson@3Dfire.us Idaho Falls, ID 6312 Burggraf Way I have reviewed these plans and certify that they comply with the adopted NFPA standards. 11/29/22 2 SCALE 1/8" = 1'-0" 10/25/22 MOVED MAP FOR STAMP CLARIFY HEAD LAYOUT FOR APPROVAL 11/29/22 ALL UNITS SHALL BE OPEN TO ABOVE AND HAVE A CLEARANCE TO STORAGE BELOW TYPICAL. HEADS SHALL BE ABOVE ALL UNITS 3'-0"± TYPICAL Travis Capson 71005462 11/29/22 2ND FLOOR PLAN IDAHO STATE FIRE MARSHAL'S OFFICE FIRE SPRINKLER PLAN REVIEW ACCEPTED 12/07/2022WITH COMMEN T S Hydraulic Information OCCUPANCY CLASSIFICATION Ordinary Group II DENSITY (gpm/ft²)0.20 for 1500 ft² (Actual 1069 ft²) QUICK RESPONSE REDUCTION 12'-0 Ceiling (37.0%) 945 ft² TOTAL HOSE STREAMS 250.00 TOTAL HEADS FLOWING 8 K-FACTOR 5.6 TOTAL WATER REQUIRED 471.98 TOTAL PRESSURE REQUIRED 68.225 BASE of RISER (gpm)221.98 BASE of RISER (psi)63.076 SAFETY MARGIN (psi)+16.318 (19.3%) ELEVATOR STAIR SELF- STORAGE SELF- STORAGE RESTROOM Ordinary Group II•0.20 gpm/ft² for 1069 ft² HIGH POINT VENT 1'-0½1'-12½3171 33'-5 FF12'-612'-62½333'-7½ FF 1¼ x 0'-1½1¼ x -0'-2182 1¼ 2'-10½ 1¼ 10'-4 1¼33'-10½ FF10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 101 10'-4 1¼ 105102 10'-4 1¼ 104103 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼33'-11 FF10'-4 1¼ 10'-4 1¼ 6'-0 1¼ 4'-4 1¼13'-9½13'-92½31¼ x 0'-1½1931¼ x 0'-01¼ 2'-10½ 1¼ 10'-4 1¼34'-3½ FF10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 108 10'-4 1¼ 106 10'-4 1¼ 107 10'-4 1¼ 10'-4 1¼15'-015'-010'-4 1¼2½10'-4 1¼310'-4 1¼ 10'-4 1¼1¼ x 0'-1½10'-4 1¼ 10'-4 1¼34'-5½ FF10'-4 1¼ 10'-4 1¼ 6'-0 1¼ 4'-4 1¼ 20 4 1¼ 2'-0½ 1¼ 8'-4 1¼34'-8½ FF8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼13'-98'-4 1¼13'-92½8'-4 1¼31¼ x 0'-2½8'-4 1¼ 8'-4 1¼1¼ x 0'-1½8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼35'-1 FF8'-4 1¼ 215 8'-4 1¼ 8'-4 1¼ 3'-2 1¼ 5'-2 1¼ 1¼ 2'-0½ 1¼ 8'-4 1¼35'-2½ FF8'-4 1¼ 8'-4 1¼11'-312'-68'-4 1¼2½38'-4 1¼ 8'-4 1¼ 35'-4 FF35'-4 FF 8'-4 1¼1¼ x 0'-1½8'-4 1¼ 8'-4 1¼ 8'-4 1¼1'-38'-4 1¼38'-4 1¼ 226 8'-4 1¼ 8'-4 1¼ 8'-4 1¼1¼ x 0'-5½8'-4 1¼ 1¼ 2'-10½ 1¼ 8'-4 1¼ 10'-4 1¼10'-98'-4 1¼35'-7½ FF313'-98'-4 1¼ 10'-4 1¼2½8'-4 1¼ 10'-4 1¼ 8'-4 1¼35'-8½ FF1¼ x 0'-1½8'-4 1¼ 10'-4 1¼ 8'-4 1¼ 10'-4 1¼ 8'-4 1¼ 3'-2 1¼ 5'-2 1¼1'-910'-4 1¼310'-4 1¼ 7 23 10'-4 1¼ 10'-4 1¼ 1¼ 2'-10½ 1¼ 10'-4 10'-4 1¼ 1¼11'-336'-0½ FF310'-4 10'-4 1¼ 1¼ 10'-4 10'-4 1¼ 1¼15'-02½10'-4 1¼ 10'-4 1¼1¼ x 0'-1½10'-4 1¼ 10'-4 1¼ 10'-4 1¼ 10'-4 1¼1'-3310'-4 1¼ 10'-41¼ x 0'-91¼1¼ x 0'-9½1¼ x 0'-1181¼ x 0'-11½1¼ x 0'-7½10'-4 1¼ 10'-4 1¼36'-4 FF10'-4 1¼ 10'-4 1¼ 24 10'-4 1¼ 10'-4 1¼ 1¼ 1'-10½ 1¼11'-9½10'-4 6'-0 8'-4 1¼ 1¼ 1¼34'-4 1¼36'-5½ FF8'-4 1¼ 10'-4 1¼ 8'-4 1¼ 10'-4 1¼1¼ x 0'-6½12'-68'-4 1¼2½10'-4 1¼ 8'-4 1¼ 10'-4 1¼ 8'-4 1¼1¼ x 0'-1½0'-910'-431¼ 8'-4 1¼ 9 8'-4 1¼ 10'-4 1¼ 8'-4 1¼36'-8½ FF10'-4 1¼ 36'-9 FF 8'-4 1¼7'-925 10'-4 1¼38'-4 1¼ 1¼ 4'-4½ 1¼ 10'-1½ 1¼ 10'-0 1¼ 10'-0 1¼ 10'-0 1¼ 10'-0 1¼ 10'-0 1¼ 10'-0 1¼ 10'-0 1¼36'-9½ FF6'-0 1¼ 8'-4 1¼ 36'-10 FF 8'-4 1¼ 1¼ 1'-10½ 1¼10'-08'-4 1¼0'-6½8'-4 1¼2½3 28'-036'-11 FF8'-4 36'-11 FF1¼ 8'-4 1¼4'-28'-4 1¼4'-61¼ x 0'-78'-4 1¼ 8'-4 1¼2'-1½38'-4 1¼ 10 1¼ 4'-9 1¼ 9'-9 1¼ 10'-0 1¼ 10'-0 1¼ 10'-0 1¼ 10'-0 1¼ 10'-0 1¼ 10'-0 1¼ 10'-0 1¼37'-0 FF8'-4 1¼ 8'-4 1¼31¼ x 0'-1½11 1'-31¼1¼ 4'-9 1¼ 9'-7 1¼ 9'-7 1¼ 9'-7 1¼ 9'-7 1¼ 9'-7 1¼ 4'-10 1¼37'-0½ FF8'-4 4'-2 1¼ 1¼1'-08'-4 1¼1'-02½8'-4 26 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼ 8'-4 1¼1¼ x 0'-4½1¼ x 0'-4½8'-4 1¼ 1¼ 4'-9 1¼ 9'-9 1¼ 10'-0 1¼ 10'-0 1¼ 10'-0 1¼ 10'-0 1¼ 10'-0 1¼ 10'-0 1¼ 10'-0 1¼37'-2½ FF8'-4 1¼ 1¼ 4'-9 1¼ 9'-7 1¼ 9'-7 1¼ 9'-7 1¼ 9'-7 1¼ 9'-7 1¼ 4'-10 1¼37'-2½ FF8'-4 1¼3'-98'-4 1¼ 1¼ 3'-11½ 1¼1¼4'-2 1¼ 12'-6 1¼37'-3½ FF1¼ x 0'-312'-6 1¼1¼ x 0'-1½12'-6 1¼ 1¼ 5'-0 1¼ 10'-0 1¼ 10'-0 1¼ 10'-0 1¼37'-4½ FF1¼ x -0'-1½1¼12'-61¼ x -0'-0½1¼ 12'-6 1¼ 4'-9 1¼ 9'-9 1¼ 10'-0 1¼ 10'-0 1¼ 10'-0 1¼ 5'-0 1¼ 1¼1¼1¼1¼ 4'-3 1¼ 9'-7 1¼ 9'-7 1¼ 9'-7 1¼ 4'-10 1¼ 3'-9 1¼ 12'-6 1¼ 12'-6 1¼ 12'-6 1¼ 12'-6 1¼ 10'-5½ 1¼ 0'-6 1¼37'-5 FF3'-912'-61¼ 5'-0 1¼ 10'-0 1¼ 10'-0 1¼ 10'-0 1¼37'-5½ FF1¼4'-34'-38'-9 1¼1¼1¼1¼1¼ 14'-11 1¼ 5'-7 3'-11½ 1¼ 12'-6 1¼37'-7 FF12'-6 1¼ 12'-6 1¼ 12'-6 1¼ 12'-6 1¼ 12'-6 1¼1¼ 12'-6 1¼ 12'-6 1¼1¼ 4'-10 1¼ 4'-9 1¼ 9'-9 1¼ 10'-0 1¼ 10'-0 1¼ 10'-0 1¼ 10'-0 1¼ 10'-0 1¼ 10'-0 1¼ 10'-0 1¼37'-7½ FF1'-312'-6 1¼1¼ 4'-9 1¼ 9'-7 1¼ 9'-7 1¼ 5'-6½ 1¼ 1'-7 1¼37'-7½ FF12'-6 1¼1¼12'-6 1¼ 6'-3 1¼Sprinkler LegendSymbolManufacturerSINModelQuantityK-FactorTypeSizeResponseFinishTemperatureReliableRA1425F1FR562665.6Upright½QuickBrass200 °FTotal = 266328 N. 2nd E. Rexburg, ID 83440U-HaulPRINT DATE 3-D Fire Sprinkler Layout1 2 3 4 DESCRIPTIONNO.DATE REVISIONS OWNERSHIP OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT OF 3-D FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE FOR THIS PROJECT ONLY AND SHALL REMAIN THE PROPERTY OF 3-D WHETHER THE PROJECT IS COMPLETED OR NOT. REUSE OF ANY OF THE INSTRUMENTS OF SERVICE, BY THE OWNER OREXTENSIONS OF THE PROJECT WITHOUT WRITTENPERMISSION OF 3-D SHALL BE AT THE OWNER'S RISK AND THE OWNER AGREES TO DEFEND, INDEMNIFY, AND HOLD HARMLESS 3-D FROM ALL CLAIMS, DAMAGES, AND EXPENSES INCLUDING ATTORNEYS' FEES ARISING OUT OF UNAUTHORIZED REUSE OF THE INSTRUMENTS OF SERVICE BY THE OWNER OR BY OTHERS ACTING THROUGH THE OWNER DRAWN BY 4C0103 Travis Capson 3-D FIRE PROJECT NUMBER NORTH 814 SCALE 1/8" = 1'-0" 0 SCALE 1/2" = 1'-0" 1 402 FREEZING CONDITIONS IN LOCATIONS SUBJECT TO FREEZING CONDITIONS, IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT ANDADEQUATE INSULATION THROUGHOUT WET PIPE SPRINKLERSYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE ANDOTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. Signature AS-BUILT Date of Review Nicet Name SUBMITTAL NICET Level II OTHER FP04 Idaho State Licence: FPSC-8 Tel. 208-881-5436 Travis.Capson@3Dfire.us Idaho Falls, ID 6312 Burggraf Way I have reviewed these plans and certify that they comply with the adopted NFPA standards. 11/29/22 2 SCALE 1/8" = 1'-0" 10/25/22 MOVED MAP FOR STAMP CLARIFY HEAD LAYOUT FOR APPROVAL 11/29/22 ALL UNITS SHALL BE OPEN TO ABOVE AND HAVE A CLEARANCE TO STORAGE BELOW TYPICAL. HEADS SHALL BE ABOVE ALL UNITS 3'-0"± TYPICAL Travis Capson 71005462 11/29/22 3RD FLOOR PLAN IDAHO STATE FIRE MARSHAL'S OFFICE FIRE SPRINKLER PLAN REVIEW ACCEPTED 12/07/2022WITH COMMEN T S