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36763 Eiland Blvd (4)
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36763 Eiland Blvd (4)
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Last modified
2/26/2025 11:50:40 AM
Creation date
2/25/2025 4:09:53 PM
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Building Plans
Street #
36763
Location
Eiland Blvd
Contractor
Beneficial Fire Protection Inc
Building Plans - Permit #
20094
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6 <br />SECTION "A" <br />SCALE: 1/8' = Y-Op <br />DRUM DRIP SECTION VIEW DETAIL <br />N. T. S. <br />GENERAL NOTES <br />1. ALL PIPE LOCATIONS ARE TO BE FIELD MEASURED PRIOR TO FABRICATION AND <br />INSTALLATION BY SPRINKLER CONTRACTOR. <br />2, ALL HEADS ARE TO BE GLOBE BRAND, <br />3. ALL THREADED PIPING IS TO BE BLACK SCHEDULE 40. ALL GROOVED BLACK PIPING <br />IS TO BE BLACK THINWALL, ALL GROOVED GALVANIZED PIPING IS TO BE BLACK <br />SCHEDULE 10. ALL DRY PIPING IS TO BE GALVANIZED. <br />4. ALL MATERIALS AND DEVICES ARE TO BE U.L. LISTED AND F.M. APPROVED. <br />5. ELECTRIC, MECHANICAL, KITCHEN, SERVICE, AND STORAGE ROOMS ARE TO BE ORDINARY <br />HAZARD, GROUP I OCCUPANCY WITH A DENSITY OF .15 GPM OVER REMOTE 1,500 <br />SQUARE FEET, ALL OTHER AREAS TO BE LIGHT HAZARD, WITH A DENSITY OF .10 GPM <br />OVER REMOTE 1,500 SQUARE FEET. REMOTE HYDRAULIC AREA, WITH USE OF QUICK <br />RESPONSE HEADS, IS TO BE A MINIMUM OF 900 SQUARE FEET. <br />6, SPRINKLER SYSTEM THIS PROJECT COVERS A TOTAL OF 32,838 SQUARE FEET, <br />7. MAXIMUM HEAD SPACING IN ORDINARY HAZARD OCCUPANCY IS TO BE 130 SQUARE FEET. <br />MAXIMUM HEAD SPACING IN LIGHT HAZARD OCCUPANCY IS TO BE 225 SQUARE FEET, <br />8. NO PIPING IS TO BE ROUTED OVER ELECTRICAL PANELS. <br />9. WORK TO BE DONE PER NFPA 13, 2013 ED., AND NFPA 24, 2013 ED., AND THE SIXTH <br />EDITION OF THE FLORIDA FIRE PREVENTION CODE. <br />HEAD LEGEND <br />Q 10 (1/2',K=5.6) GL5615 OR 200° BRASS UPRIGHT <br />® 24 (1',K=5.6) GL5635 200° OR WHITE CONCEALED DRY PENDENT (121) <br />39 (1/2',K=5.6) GL5606 OR 155` WHITE CONCEALED PENDENT <br />QQ 249 (1/2',K=5,6) GL5601 OR 155° WHITE SEMI -RECESSED PENDENT <br />322 TOTAL HEADS (ENTIRE PROJECT) <br />MAIN FROM DRY <br />RISER <br />i <br />SECTION "B" <br />SCALE: 1/8' - Y-0' <br />SAMMY SIDE' <br />STEEL PURLIN <br />STEEL BEAM —A <br />ZINC ATR <br />31102, 0101111:»INO <br />HANGER DETAILS <br />NO SCALE <br />TOP BEAM <br />LAMP <br />ALL THREAD <br />?OD <br />'IPING <br />HANGER <br />RING <br />4' 900 ELL <br />4' 90° ELL <br />HEAD CABINET <br />HYDRAULIC DATA <br />PLATE <br />4' FLOW SWITCH <br />(SEE NOTE) <br />4' RISER CHECK VA, <br />W/ TRIM & GAUGES <br />4' BUTTERFLY CONT, <br />VA. W/ TS <br />STUB -UP PIECE. SHALL - <br />BE EITHER DUCTILE IRON <br />OR IN-HOUSE RISER, <br />DRY SYSTEM CAPACITY IS <br />135 GALLONS, <br />120V ELECTRIC <br />BELL <br />RISER -MT, AIR COMPRESSOR <br />INSPECTOR TEST <br />LINE <br />4' DRY PIPE RISER <br />2' ANGLE VALVE <br />1' GLOBE VALVE <br />4' BUTTERFLY CONT VA W/ TS <br />2' MAIN DRAIN <br />4' TO FDC, SEE <br />FP-1 FOR LOCATION <br />2' 45° ELL <br />4' STUB -IN <br />SEE SITE PLAN <br />FOR CONTINUATION <br />`-THRUST BLOCK <br />RISER DETAIL <br />SCALES NONE <br />TMEM4 �! <br />cz A <br />. rIE4•� <br />Q � <br />v O <br />s <br />A <br />�1 N <br />PROFESSIONAL SEAL <br />FRANK BON(HI <br />FLORIDA P.E. 54702 <br />z6 --(' <br />�� <br />Zz�o �c°n° <br />�C� mw <br />z 2 . <br />� Q a: <br />ZG7 U <br />W F= <br />V <br />
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