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1 <br />2 <br />CONCRET' <br />1111111111k,01 <br />0 :� O . p . _ d <br />:G . Q O Q _ .Q O .'I , 0 <br />HILTI SLEEVE ANCHOR OR = CONC. CEILING <br />DROP -IN ANCHOR STRUCTURE <br />BAR JOIST OR I -BEAM <br />SPRINKLER PIPING <br />BAR JOIST OR I -BEAM <br />BEAM CLAMP, B-LINE <br />B3054 RO EQUAL <br />1491�<yF=1L A <br />GALVANIZED ROD WITH <br />WASHERS AND NUTS <br />PIPE HANGER B-LINE <br />B3100 OR EQUAL <br />TYPICAL PIPE MOUNTING DETAIL <br />NO SCALE <br />PIPE SIZES 1" THROUGH 4": ROD SIZE 3/8" <br />PIPE SIZES 5" THROUGH 8": ROD SIZE 1/2" <br />PIPE SIZES 10" THROUGH 12": ROD SIZE 5/8" <br />EXISTING UPRIGHT SPRINKLER HEAD TO BE <br />DEMOLISHED. EXTEND 1" EXISTING FEED LINE <br />TO NEW SPRINKLER HEAD LOCATION (TYP) - <br />NEW RELOCATED PENDENT <br />SEMI -RECESSED SPRINKLER HEAD (TYP) - <br />EXISTING FIRE RISER ROOM. <br />REFER TO REFURBISHMENT <br />NOTE ON THIS SHEET FOR <br />FURTHER INFORMATION <br />EXISTING F.D.C. <br />EXISTING 2" DRAIN - <br />EXISTING FIRE RISER <br />UPRIGHT HEAD 4" UNDER <br />BOTTOM OF DECK <br />FIRE PROTECTION PLAN - LEVEL 1 <br />1 /8" =1'-0" <br />- EXISTING UPRIGHT SPRINKLER HEAD TO BE <br />DEMOLISHED. EXTEND 1" EXISTING FEED LINE <br />TO NEW SPRINKLER HEAD LOCATION (TYP) <br />- NEW RELOCATED PENDENT <br />SEMI -RECESSED SPRINKLER HEAD (TYP) <br />LEGEND AND ABBREVIATIONS <br />--------SP------- <br />EXISTI <br />NEW <br />"RMN <br />URLC <br />EXISTING SPRINKLER PIPING TO REMAIN <br />NEW SPRINKLER PIPING <br />EXISTING UPRIGHT SPRINKLER HEAD TO REMAIN AS IS <br />EXISTING PENDENT SPRINKLER HEAD TO REMAIN AS IS <br />EXISTING PENDENT SPRINKLER HEAD TO BE DEMOLISHED, <br />CAPPED AND ABANDONED <br />EXISTING SPRINKLER HEAD TO BE RELOCATED. EXTEND 1" EXISTING FEED LINE <br />TO NEW SPRINKLER HEAD LOCATION. REPLACE FITTINGS AND DROP AS REQUIRED <br />NEW SPRINKLER HEAD OF THE SAME COVERAGE, RESPONSE AND K-FACTOR AS EXISTING <br />SPRINKLER HEAD ON NEW LOCATION. REPLACE FITTINGS AND DROP AS REQUIRED <br />EXISTING SPRINKLER HEAD TO BE REPLACED WITH NEW SPRINKLER HEAD OF THE <br />RPL SAME COVERAGE, RESPONSE AND K-FACTOR AS EXISTING SPRINKLER HEAD. <br />REPLACE FITTINGS AND DROP AS REQUIRED <br />xa NEW ADDED SPRINKLER HEAD OF THE SAME COVERAGE, RESPONSE AND K-FACTOR <br />N AS EXISTING SPRINKLER HEAD. CONNECT TO CLOSEST BRANCH LINE/CROSS MAIN. <br />COORDINATE WITH ARCHITECT PRIOR TO PURCHASE AND INSTALLATION <br />POINT OF CONNECTION TO EXISTING PIPING <br />EXISTING UPRIGHT HEAD TO BE DEMOLISHED (*) <br />6'-0" MAX. <br />nI <br />'LE. <br />RED <br />SEMI -RECESSED PENDENT HEAD DETAIL <br />NO SCALE <br />NOTES: <br />1. SPRINKLERS IN COMMON AREAS SHALL BE POSITIONED IN CENTER OF CEILING TILE BOTH WAYS. <br />2. SPRINKLERS IN AREAS OTHER THAN COMMON AREAS SHALL BE POSITIONED AS CLOSE TO CENTER <br />OF CEILING TILE AS POSSIBLE. <br />3. COORDINATE WITH ARCHITECT FOR TYPE AND FINISH PRIOR TO PURCHASE AND INSTALLATION. <br />(*) IF CEILING STRUCTURE IS OF THE COMBUSTIBLE TYPE (I.E. WOOD TRUSSES), UPRIGHT HEADS MUST <br />REMAIN <br />FIRE PROTECTION REFURBISHMENT NOTE <br />UPON THOROUGH INSPECTION AND TESTING OF THE EXISTING FIRE PROTECTION EQUIPMENT <br />(BACKFLOW PREVENTER, F.D.C., SWITCHES, ETC), CONTRACTOR SHALL REFURBISH THEM TO <br />ALLOW FOR THE FUNCTIONING AND OPERATION OF SAME AS INTENDED IN OUR DESIGN <br />AND AS REQUIRED BY THE PERTINENT N.F.P.A. CHAPTERS/SECTIONS AND AHJ. <br />CONTRACTOR SHALL PROVIDE ALL REQUIRED APPURTENANCES TO ACHIEVE THIS TASK. <br />CONTRACTOR MAY REUSE/KEEP COMPONENTS WHICH ARE IN GOOD WORKING ORDER AND <br />THAT WILL NOT ADVERSELY AFFECT THE OPERATION OF SAID EQUIPMENT. <br />"............................................................................................................................. <br />HUMANAQW: <br />...'.. <br />j <br />t................................................................................................ ........................: <br />Project <br />H U MANA- ZEPHYRH I LLS, <br />FLORIDA - GUIDANCE <br />CENTER <br />7920 GALL BLVD. <br />ZEPHYRHILLS, FLORIDA 33541 <br />Prepared for <br />HUMANA INC. <br />Contract No: 12.01622.00 <br />HOK <br />One Tampa City Center, Suite 1800 <br />Tampa, FL 33602 USA <br />t +1 813 229 0300 f +1 813 223 7116 <br />FL Reg: AAC001139 <br />All reproduction & intellectual property rights reserved © 2012 <br />In Association with <br />SDM Consulting Engineers <br />MEP Engineer <br />135 Almeria Ave. <br />Coral Gables, FL 33134 <br />305.446.2788 <br />www.sdmcorp.com <br />Key Plan <br />C' <br />Professional Seals <br />ERNESTO ALOMA JOSE I. MARTINEZ <br />P.E. 53823 P.E. 53779 <br />No. Issue Description YYYY-MM-DD <br />01 50% CONSTRUCTION DOCUMENTS 06.15.2012 <br />02 BID SET 06.29.2012 <br />03 ISSUE FOR PERMIT 07.27.2012 <br />No. Revision Description YYYY-MM-DD <br />1 ADDENDUM 1 2012-07-09 <br />2 ADDENDUM 2 2012-07-19 <br />Drawn by SDM Reviewed by SDM <br />Project No 12.01622.00 <br />Sheet Title: <br />LEVEL 1 FIRE <br />PROTECTION PLAN <br />Original drawing is 36 x 24 Do not scale contents of this drawing <br />Sheet Number <br />