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Home My WebLink AboutPLANS - 05-00203 - Apex Alarm - Remodel'FR IP6 r-m6 -�N 61 t y l7 L lorf? l"I & z. 7 H o�.loS ��-'' �� k ice►, N �. ��E► � �7 A T 4LL ELECT. /COMP SECRETARY JANITOR r' us.ial• , APPROV BU ILDING INSPECTOR SCHEMATIC DESIGN LAYOUT A5. -0• WALL FRAMING PLAN MAIN FLOOR PLAN AE101 s v4� 7 &4* S - 4 FIELD VERIFY ALL DIMENSIONS �� 31' sL SCHEMATIC DESIGN LAYOUT R STRO( N 60 APPRovE BASEMENT FLOOR PLAN BUILDING INSPECTOR A5A;E WALL FRAMING PLAN AE 102 0 1 �XI GAME ROOM GAME ROOM AND OFFICE SPACES 3,00 S.F. 29-.a- 0 ,00 0 OFFICE SPACES STORAGE � FIELD VERIFY ALL DIMENSIONS �� 31' sL SCHEMATIC DESIGN LAYOUT R STRO( N 60 APPRovE BASEMENT FLOOR PLAN BUILDING INSPECTOR A5A;E WALL FRAMING PLAN AE 102 14'-4' —J o O C/ i ill - 1 O �Q P 4 CHAIR LOUNGE/ STORAGE LOBBY 14• -8l• , 14'-q' 14'-5' L 154' SCHEMATIC DESIGN LAYOUT WOMENS . r RESTROOM ! ELECT. /COMP *xM OFFICE _7 b _ §? u OFFICE it m Li coNJ� 1 00M Ct 32' -4j' 12 % x p F; M LL 120'0' SCHEMATIC DESIGN LAYOUT WOMENS . r RESTROOM ! ELECT. /COMP *xM i t v 1 T MAIN FLOOR PLAN I AE101 80-it 0 ASSEMBLY SPACE 0 JANITOR 14'-9' '` RMENS ] STROOM WARMING STORAGE �o O ❑ AREA 0 "Id Id 1 J 0 CHAIR D L STORAGE 4c";, v OFFICE b _ §? u OFFICE it LL 32' -4j' 12 % x p F; M LL m � 2 ALL FOR OPENINGS IN EXTERIOR WALL SEE STRUCTURAL DRAWINGS FOR REINFORCING REQUIREMENTS A /,o, , 14,ov-4 GC /4 for D Fs I - s ,b a e o ❑ �Y A WALL FRAMING PLAN + i t v 1 T MAIN FLOOR PLAN I AE101 80-it 0 ASSEMBLY SPACE 0 JANITOR 14'-9' '` RMENS ] STROOM WARMING STORAGE �o O ❑ AREA 0 "Id Id 1 J 0 CHAIR D L STORAGE 4c";, v 4 5 6 7 8 9 10 11 A B C u 5 F L H J K L SITE PL SCALE: 1" = 20' -0 T N cc P L . f S RELIABLE MODEL F1 FR UPRIGHT INSTALLATION /LAYOUT DRAWINGS INDICATE THE PROPOSED LOCATION OF PIPING, PIPE STANDS, COMPONENTS, ETC. FIELD ADJUSTMENTS OF PIPE ROUTING, PIPE LENGTHS, AND POSITIONING OF HANGERS, ETC. SHALL BE ANTICIPATED AND —T EXPECTED. THESE CHANGES SHALL MEET NFPA REQUIREMENTS 2 THRUST BLOCK PER NFPA 13 (TYPICAL) W W o' z Q RELIABLE MODEL F1 FR RECESSED PENDENT - -- I 3 14 15 UPRIGHT ON 1" RISER — — — — — AND ARE TO BE RED —LINED AND INCORPORATED ONTO THE STANDARD UPRIGHT HEAD — — — — — — — 4— STANDARD PENDENT HEAD — — — — — — PENDENT HEAD BELOW CEILING — — — — —O— STANDARD UPRIGHT SIDEWALL "AS— BUILT" DRAWINGS ACCORDINGLY. STANDARD PENDENT SIDEWALL — — — — --.4 HORIZONTAL SIDEWALL — — — — — — — --� HEAD ABOVE & BELOW CEILING — — — — NOTICE — — — NOMENCLATURE — — — EARTHQUAKE BRACE 2 1/2" x 11" REDUCING FLANGE IT IS THE OWNER'S RESPONSIBILITY TO PROVIDE ADEQUATE CROSS MAIN DESIGNATION— — — — I C ROSSMAIN " ALARM VALVE & RISER — — — — — ®— CONTROL VALVE — — — — — — — — — HEAT TO PREVENT FREEZING THROUGHOUT WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY FEED MAIN DESIGNATION — — — — — — — FM n" HORIZONTAL ALARM VALVE — — — — —-- KEY VALVE — — — — — — — — — —— PIPE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES To SPRINKLER SYSTEMS. ELEVATION TO CL OF PIPE AS ( LINE DESIGNATION — — — — CALCULATION DESIGNATION — NOTED — — ) — — — — — — O — — — — — Q DRY PIPE VALVE &RISER — — — DELUGE VALVE & RISER — — — CHECK VALVE —� — — — — — — — ®-- — ®— — POST INDICATOR VALVE (PIV) — — — PIV W /TAMPER SWITCH — — — — — SIAMESE FIRE DEPT CONNECTION — —p�— V WATER SUPPLY INFORMATION sT Anc 79 psi — RESIDUAL 70 psi GPM FLOWING 980 FLOW DATE N/A NZA NEW UNDERGROUND — — — — — — — — =mamm-3w— FLOW SWITCH — — — — — — — — &V SINGLE FIRE DEPT CONNECTION — — —� LOCATION SUPPLY SIDE PRESSURE GAUGE FREEZING. O AUXILIARY DRAIN SOURCE OF INFORMATION N/A EXISTING UNDERGROUND — — — — — — WATER MOTOR GONG — — — — — ® FIRE HYDRANT — — — — — — — — c—o- -� REVISIONS — — — — — — — — — — — — — A ELECTRIC BELL — — — — — — — ® FIRE HYDRANT W /PUMP — — — — c-ba UPRIGHT ON 1" RISER — — — — — — — — (o}— STANDARD UPRIGHT HEAD — — — — — — — 4— STANDARD PENDENT HEAD — — — — — — PENDENT HEAD BELOW CEILING — — — — —O— STANDARD UPRIGHT SIDEWALL 5. U —bolt STANDARD PENDENT SIDEWALL — — — — --.4 HORIZONTAL SIDEWALL — — — — — — — --� HEAD ABOVE & BELOW CEILING — — — — DRY PENDENT HEAD — — — — — — — — FLUSH TYPE HEAD — — — — — — — — — EARTHQUAKE BRACE 2 1/2" x 11" REDUCING FLANGE RISE UP ----- - - - - -- --o— DROP DOWN---- - - - - -- —�— 7 18 19 WET PIPE RISER DETAIL NOT TO SCALE Contract Name: Apex Building Rexburg, Idaho 3) WHERE FIRE SPRINKLER PIPING PENETRATES IDENTIFIED FIRE WALLS FIRE —CAULK AND SEAL PENETRATIONS AS REQUIRED 4) COORDINATE THE LOCATION OF ALL SPRINKLER PIPING WITH OTHER SUBCONTRACTORS TO AVOID POSSIBLE OBSTRUCTIONS TO SPRINKLER DISCHARGE 5) LOCAL AUTHORITY HAVING JURISDICTION: REXBURG FIRE MARSHAL CHRIS HUSKINSON — TELEPHONE: 359 -3010 W let I Q� Qj 4� HANGERS 1. All— thread rod A. Top Beam Clamp 2. U —hook B. Nut & Washer 3. Coach screw C. Unistrut Nu 4. Eye —rod D. Drop —in Anchor 5. U —bolt E. Hilti Stud 6. Pipe strap F. Lag Bolt 7. Bracket G. Rod Coupling B. H. Wi ng Toggle 9. Special (See Detail) I. Side Beam Bracket WORK TO BEGIN AT STUB INTO BUILDING AS SHOWN J. Speedy Fastener APPROVAL STAMP W Main W let ! IDAHO FALLS VICINITY MAP N O SCALE APPROVAL STAIVIF STATE OF IDAHO PLANS ACCEPTED SUBJECT TO COMMENTS CHANGES INDICATED IN TRANSMITTAL LETTER. INS' TION IS SUBJECT TO )A IELD IN ECTI N. REVIEWED BY: HEAD COUNT Sprinkler Type Fit n. orif. K —Fac. Can Temp. Symb Qt 3-D FIRE PROTECTION, INC. Design - Installation Maintenance - Inspection 3 For Service or Repair � D & 24 ,rs. Emergency Service Please Call (2l 525 -8377 Fax (208) 5 5— 381 3 -D P.O. Box 50845 Idaho Falls, Idaho 83405 -08 = Total a CAROL HENSCHEID NICET IV NO. 100827 ENGINEERING TECH. 2005 i h 0 5' 20' 40' SCALE: 1" = 20' -0 Contract with: Beattie Construction 2258 S 4000 W Rexburg, Idaho 83440 Description: Fire Protection Plan Scale: As Noted Drawn: St. Checked: C. Henscheid Date: 0 9 -07 -05 AREA OF WOF St. WIRING OF ANY KIND TO BE BY OTHERS. Carlson Ave. WORK TO BEGIN AT STUB INTO BUILDING AS SHOWN Ot 2 1/2" x 11" REDUCING FLANGE Q ON THE DRAWINGS. W FLEXIBLE COUPLING W 03 St. 2) SYSTEM DESIGN TO START AT NODE U1 AND CONTINUE y THROUGHOUT THE BUILDING. SYSTEM DESIGNED PER ® IDAHO FALLS VICINITY MAP N O SCALE APPROVAL STAIVIF STATE OF IDAHO PLANS ACCEPTED SUBJECT TO COMMENTS CHANGES INDICATED IN TRANSMITTAL LETTER. INS' TION IS SUBJECT TO )A IELD IN ECTI N. REVIEWED BY: HEAD COUNT Sprinkler Type Fit n. orif. K —Fac. Can Temp. Symb Qt 3-D FIRE PROTECTION, INC. Design - Installation Maintenance - Inspection 3 For Service or Repair � D & 24 ,rs. Emergency Service Please Call (2l 525 -8377 Fax (208) 5 5— 381 3 -D P.O. Box 50845 Idaho Falls, Idaho 83405 -08 = Total a CAROL HENSCHEID NICET IV NO. 100827 ENGINEERING TECH. 2005 i h 0 5' 20' 40' SCALE: 1" = 20' -0 Contract with: Beattie Construction 2258 S 4000 W Rexburg, Idaho 83440 Description: Fire Protection Plan Scale: As Noted Drawn: K. Bateman Checked: C. Henscheid Date: 0 9 -07 -05 Revision: NOTE: ALL ELECTRICAL ALARM WIRING OR Contract # 1188 -205 Drawing: F -1 of 2 EQUIPMENT & DEVICE LE DEVICE 2 -1/2" DOODLE CHECK ASSFM 2 -1/2" CHECK VALVE QUICK RESPONSE UPRIGHT SPR (REMAINDER OF BASEMEN QUICK RESPONSE PENDENT SPI (BATHROOM) 26 FITTERS NOTES 1) ALL LINES SHALL HAVE ZERO FLEX TYPE GROOVED COUPLINGS 2) ALL GROOVED PIPING DIMENSIONS ARE SHOWN CENTER TO CENTER OR CENTER TO END. ALL THREADED PIPING DIMENSIONS ARE SHOWN CUT LENGTH I �— GENERAL NOTES RISER LEGEND NOTE: ALL ELECTRICAL ALARM WIRING OR WIRING OF ANY KIND TO BE BY OTHERS. 1) UNDERGROUND SUPPLY BY OTHERS. 3 —D FIRE PROTECTION WORK TO BEGIN AT STUB INTO BUILDING AS SHOWN Ot 2 1/2" x 11" REDUCING FLANGE ON THE DRAWINGS. 02 FLEXIBLE COUPLING 03 2 i XIB CAPPED TEE FOR FLUSHING 2) SYSTEM DESIGN TO START AT NODE U1 AND CONTINUE THROUGHOUT THE BUILDING. SYSTEM DESIGNED PER ® PIPE STAND NFPA 13 FOR ORDINARY HAZARD, GROUP 1 OCCUPANCY O 2 1/2" DOUBLE CHECK BACKFLOW PREVENTER WI?•H TAMPERED BUTTERFLY VALVES 3) THE SYSTEM THROUGHOUT THE BUILDING IS A WET —PIPE SYSTEM AND MUST HAVE ADEQUATE HEAT TO PREVENT 6 SUPPLY SIDE PRESSURE GAUGE FREEZING. O AUXILIARY DRAIN ® 2" MAIN DRAIN TO EXTERIOR 4) ALL EQUIPMENT AND MATERIAL TO BE U/L LISTED OR FM �9 2" BALL VALVE APPROVED. DOMESTIC MADE NOT REQUIRED. ALL SCHEDULE 100 2 1/2" RISER MANIFOLD 40 STEEL PIPE TO BE THREADED AND /OR ROLLED GROOVED. "EDDY ") ALL THIN WALL PIPE ( FLOW TO BE ROLLED GROOVED 11 WA.TERFLOW SWITCH USING GROOVED TYPE COUPLINGS AND FITTINGS APPROVED 12 HYDRAULIC CALCULATIONS PLACARD FOR FIRE PROTECTION SYSTEM USE. ALL PIPE TO EXTERIOR OF BUILDING TO BE SCHEDULE 40 GALVANIZED. 13 SIZE GLASS 14 1" BALL VALVE TYPE OF PIPING: FEED MAIN PIPING: 2 1/2" EDDY FLOW 15 SYSTEM SIDE PRESSURE GAGE CROSS MAIN PIPING: 2" EDDY FLOW 16 SEISMIC BRACE PER NFPA 13 BRANCH LINE PIPING: 1 1/4" EDDY FLOW 17 2 '1/2" TO 2" REDUCER FOR SYSTEM MAIN SCH 40 — 1" PIPE 18 2 1/2" SWING CHECK VALVE 5) SYSTEM TO BE INSTALLED, FLUSHED AND TESTED IN 19 0 BALL DRIP ACCORDANCE WITH NFPA 13. 20 SPRINKLER HEAD CABINET WITH SPARE SPRINKLER HEADS AND WRENCH 21 TO 2" MAIN DRAIN (CIF) ) 6) ALARM DEVICE FOR SYSTEM IS AN AMES COLT SERIES C200 BFG WITH BUILT —IN TAMPER SWITCHES. FLOW INDICATOR 22 TO FDC (CIF) & VALVE TAMPER SWITCHES TO BE CONNECTED TO FIRE 23 ELECTRIC BELL (BY OTHERS) ALARM SYSTEM, IF APPLICABLE. 24 SINGLE FIRE DEPARTMENT CONNECTION 7) ALL ELECTRICAL WIRING, OF ANY KIND, IS BY OTHERS. 25 2" MAIN DRAIN 26 SPLASH BLOCK 8) FIRE CAULK ALL PENETRATIONS THROUGH FIRE WALL /SMOKE SEPARATIONS. 9) ALL PIPING TO BE HUNG FROM CEILING PANELS BY USE OF HILTI EXPANSION ANCHORS WITH 3/8" ATR AND RINGS 10) TYPE OF CONSTRUCTION: EXISTING CONCRETE BASEMENT 11) EARTHQUAKE BRACING TO BE SIZED AND INSTALLED ACCORDING TO THE LATEST NFPA 13 EDITION FOR SEISMIC ZONE 3. 26 FITTERS NOTES 1) ALL LINES SHALL HAVE ZERO FLEX TYPE GROOVED COUPLINGS 2) ALL GROOVED PIPING DIMENSIONS ARE SHOWN CENTER TO CENTER OR CENTER TO END. ALL THREADED PIPING DIMENSIONS ARE SHOWN CUT LENGTH I �—