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10-10587
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10-10587
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Last modified
3/22/2011 3:06:48 PM
Creation date
3/22/2011 3:03:19 PM
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Building Department
Company Name
ZEPHYR COMMONS LLC
Building Department - Doc Type
Permit
Permit #
10-10587
Building Department - Name
ZEPHYR COMMONS LLC
Address
7850 GALL BLVD
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I <br />1 <br />I <br />1 <br />0 <br />� 4 I Blda A Ala - `--- �. - - -. �-� III i "� RH� <br />I <br />, <br />MYU <br />CIVIL <br />'1 <br />q <br />i <br />LOADING DOCW, <br />FLOOR Pt1tN C} <br />i T r. .. <br />�_.- ........ _......._ ........ _ . _.__ M ...tom ': - -.+ •. � � r� � � <br />.w. �0 <br />PERMITTED, AND CCN$TRUCTEO AS I � � AND (ANSTRUC7Uj A3 <br />A SEPARATE SET OF DRAWINGS A SEPARATE SET <br />OF DRAWINGS <br />-! <br />woo <br />op" <br />OVEF1ALL SITE PLAN <br />.r. �....� w.r...�.w...r+ .,+...... w.++.._ r_ w�.. �isw. d....+ ww+. rr.+.+. ..u.wsr_.r.r��w.�w._...www...wu . r.... w. r....- w.w..+.i�.rnw...wr.r...wwY..wsl �r....w.�w.w'. r..... w. wa. ww .iM4.Y.w.YwY_...•I.ws.Yw.MVn..f ..w...F�.Fw.www.FF ' �W ..� . w . +nwwr.wiw.wn.w'w".w.na_. <br />NOT TO SCALE <br />t <br />TO SPRINKLER $Y$ <br />l� <br />FLOW SWITCH <br />IY" A a <br />......... A. <br />A 01100VE CHECK VALVE <br />T ..- <br />HALL MOUNT FDC <br />PIPS DRAIN TO ECM <br />ONSPLASHBLOCK <br />7-11;1 <br />L INSVEcroRs rEsr a aPnN <br />� cHEcxv�uvEwiowun <br />va.ve arro oaoEa <br />-- CONTROL VALVE WJ <br />TAMPER 31MITCH <br />EXISTING RISER. SEE --- \�N J C* <br />DETAIL THIS SHEET. <br />� suraLv PIPE <br />FINISHED FLOOR <br />EXISTING RISER DETAI <br />NOT i0 SCALE <br />GRAPHIC SCALE ' <br />0 4 8 18 -- -•— 5' - 0" <br />-=- -- 10' -0" --•- -" 10' -O" _�...�._. 10 <br />IN FEET <br />F IRE PROT PLAN <br />S CALE 1/8" -) t� -oM SCALE: 1/8" = 1' -0" <br />THIS BUILD TO BE <br />DESIGNED, PERMITTED, REFER TO SHEET A102 _...._. _ <br />AND CONSTRU AS .$ FOR COMPLETE LIFE WETY <br />A SEPARATE SET OF I INFORMATION FOR BUIL G _ <br />DRAWINGS <br />-wo B <br />E3 <br />I THIS BUILDING TO BE <br />--�- . THIS BUILDING TO BE GESIGNEt3, <br />DESIGNED, PERMTIEED, <br />ase be advised this revie m of plus submitted is a <br />dory review to assist the contfactor in oonVgam with <br />applicable fire safety codes. 17hi.'s review is not intended <br />to be a final approval of the submitted plans. It is the <br />contfacWs sole responsibility to ensure that the plans are in <br />00rnplete ompgarm with all applicable NFPA codes and <br />local ordinances. In the event that further examination or <br />site kvspectiorn reveals areas of non— wnpli<nce, it shall be <br />the conbachbes sole responsibility, at their so'e expense to <br />bring those areas in cornpisance. The City mu r no <br />responsibility for Ilia oontractor's failure to be in a ' blix <br />with all appt'rcab'e NFPA Codes and Local ordin <br />0 81M1 7'I EL' PLANS) HA E BEEN RF VIEWEI : <br />A-Y ZEPHYRHILL. I i SHAL'S OFFICF <br />DA <br />C: THIS BUILDING TO BE <br />: Y r ,� W .�• �_: DESIGNED PERMITTED <br />AND CONSTRUCTED AS <br />A SEPARATE 8ET <br />OF DRAWINGS <br />mi <br />mow .. <br />y <br />REMOVE EXISTING <br />CAPSCO JOB f <br />SPRINKLER HEAD LEGEND <br />SYM <br />QTY <br />TYPE <br />FIN Ni <br />TEMP <br />K <br />NPT <br />1al1`3. <br />MODEL. I <br />SIN <br />DESCRIP11ON I MAX COVERAGE <br />( EX <br />EXIST <br />UPRIGHT <br />BRASS <br />155 <br />8.00 <br />3/4" <br />EXISTING <br />EXPOSED / 130 SQ.FT. (THROUGHOUT) <br />28 <br />PENDENT <br />WHITE <br />155 <br />8.00 <br />3/4" <br />VIKING <br />M <br />VK -352 <br />RECESSED 1" DROP (E -1 ESCUTCH) / 130 SQ.FT, <br />28 <br />TOTAL QUANTITY FOR <br />THIS TENANT. ALL HEADS ARE QUICK RESPONSE. <br />t <br />TO SPRINKLER $Y$ <br />l� <br />FLOW SWITCH <br />IY" A a <br />......... A. <br />A 01100VE CHECK VALVE <br />T ..- <br />HALL MOUNT FDC <br />PIPS DRAIN TO ECM <br />ONSPLASHBLOCK <br />7-11;1 <br />L INSVEcroRs rEsr a aPnN <br />� cHEcxv�uvEwiowun <br />va.ve arro oaoEa <br />-- CONTROL VALVE WJ <br />TAMPER 31MITCH <br />EXISTING RISER. SEE --- \�N J C* <br />DETAIL THIS SHEET. <br />� suraLv PIPE <br />FINISHED FLOOR <br />EXISTING RISER DETAI <br />NOT i0 SCALE <br />GRAPHIC SCALE ' <br />0 4 8 18 -- -•— 5' - 0" <br />-=- -- 10' -0" --•- -" 10' -O" _�...�._. 10 <br />IN FEET <br />F IRE PROT PLAN <br />S CALE 1/8" -) t� -oM SCALE: 1/8" = 1' -0" <br />THIS BUILD TO BE <br />DESIGNED, PERMITTED, REFER TO SHEET A102 _...._. _ <br />AND CONSTRU AS .$ FOR COMPLETE LIFE WETY <br />A SEPARATE SET OF I INFORMATION FOR BUIL G _ <br />DRAWINGS <br />-wo B <br />E3 <br />I THIS BUILDING TO BE <br />--�- . THIS BUILDING TO BE GESIGNEt3, <br />DESIGNED, PERMTIEED, <br />ase be advised this revie m of plus submitted is a <br />dory review to assist the contfactor in oonVgam with <br />applicable fire safety codes. 17hi.'s review is not intended <br />to be a final approval of the submitted plans. It is the <br />contfacWs sole responsibility to ensure that the plans are in <br />00rnplete ompgarm with all applicable NFPA codes and <br />local ordinances. In the event that further examination or <br />site kvspectiorn reveals areas of non— wnpli<nce, it shall be <br />the conbachbes sole responsibility, at their so'e expense to <br />bring those areas in cornpisance. The City mu r no <br />responsibility for Ilia oontractor's failure to be in a ' blix <br />with all appt'rcab'e NFPA Codes and Local ordin <br />0 81M1 7'I EL' PLANS) HA E BEEN RF VIEWEI : <br />A-Y ZEPHYRHILL. I i SHAL'S OFFICF <br />DA <br />C: THIS BUILDING TO BE <br />: Y r ,� W .�• �_: DESIGNED PERMITTED <br />AND CONSTRUCTED AS <br />A SEPARATE 8ET <br />OF DRAWINGS <br />mi <br />mow .. <br />y <br />.mow _.e�__.r_..._n�w_rw • ..w +_r4rrr.�r..w <br />s" <br />M <br />rt I <br />2x4 ACT CEILING <br />1 " x 3/4" R. C. <br />OUARTER POINT <br />SWING JOINT DETAIL <br />NOT TO SCALE <br />BEAM CLAMP <br />ALL THREAD RO <br />3/8" A.T.R. 4" <br />k <br />Bldg F ;. <br />THIS BUILDING TO BE <br />UESIGNED, PERMITTED, <br />AND CONSTRUCTED AS <br />A SEPARATE SET <br />OF DRAWINGS <br />r 1� ♦ i <br />F <br />D (A.T.R.) OPEN WEB BAR JOIST <br />AND SMALLER <br />FOR 1" THROUGH 4" <br />ADJUSTABLE SWIVEL RING NQIE: <br />HANG MAINS TO TOP CHORD <br />OF JOIST ONLY <br />BRANCHLINES MAY BE HUNG <br />FROM BOTTOM CHORD OF JOIST. <br />OENERAL NOTES: <br />1. SPRINKLER SYSTEM SHALL COMPLY TN E <br />WI THE 2002 EDITION OF NFPA 13. <br />2. SPRINKLER HEADS SHALL BE ORIFICE, STYLE AND TEMPERATURE TO MEET CODE, <br />REFER TO SPRINKLER HEAD LEGEND THIS SHEET, <br />3. SYSTEM TEST SHALL BE WITNESSED BY CITY OF ZEPHYRHILLS FIRE MARSHAL PRIOR <br />TO ANY PORTION BEING CONCEALED. GIVE 48 HOURS NOTICE. <br />4. HANGERS TO BE PER DETAILS ON THIS SHEET. HANGERS SHALL BE SPACED IN <br />ACCORDANCE WITH 2002 NFPA 13 REQUIREMENTS. <br />5, ALL WORK SHALL BE COORDINATED WITH OTHER TRADES PRIOR TO FABRICATION. <br />8. 2" PIPING AND LARGER SHALL BE GROOVED SCHEDULE 10 WITH THREAD --O- -LETS OR <br />GROOVEw -O- -LETS. 1" PIPING SHALL BE THREADED SCHEDULE 40. 2" GRIDDED PIPING <br />SHALL BE GROOVED SCHEDULE 10 WITH THREAD —O—LETS. <br />7. ALL PENETRATIONS THRU FIRE RATED WALLS SHALL BE PROPERLY SEALED USING <br />UL LISTED METHODS AND APPROVED PRODUCTS TO MAINTAIN RATING OF WALL. <br />In <br />Z <br />O <br />U6- <br />W <br />� <br />r <br />a <br />Y Q <br />m <br />>' m <br />m M <br />0 <br />4 <br />o <br />U <br />Z <br />0 <br />0 .�. <br />CA <br />r., <br />...+ <br />0 a <br />8' N <br />" o <br />a-- <br />c� <br />BLOa PERM P <br />REMOVE EXISTING <br />CAPSCO JOB f <br />UPRIGHT SPRINKLER. <br />APPROVAL <br />NEW I" ARMOV£R <br />NEW 1 " 90 ELL I I <br />ARMOVERS GREATER THAN <br />(TYPICAL) I I <br />24" SHALL HAVE HANGER. <br />£XI51iNG <br />6 10 1( <br />I" SPRIG <br />EXIS TING 2" I I <br />BRANCHUNE <br />_ - —NEW I" DROP <br />.mow _.e�__.r_..._n�w_rw • ..w +_r4rrr.�r..w <br />s" <br />M <br />rt I <br />2x4 ACT CEILING <br />1 " x 3/4" R. C. <br />OUARTER POINT <br />SWING JOINT DETAIL <br />NOT TO SCALE <br />BEAM CLAMP <br />ALL THREAD RO <br />3/8" A.T.R. 4" <br />k <br />Bldg F ;. <br />THIS BUILDING TO BE <br />UESIGNED, PERMITTED, <br />AND CONSTRUCTED AS <br />A SEPARATE SET <br />OF DRAWINGS <br />r 1� ♦ i <br />F <br />D (A.T.R.) OPEN WEB BAR JOIST <br />AND SMALLER <br />FOR 1" THROUGH 4" <br />ADJUSTABLE SWIVEL RING NQIE: <br />HANG MAINS TO TOP CHORD <br />OF JOIST ONLY <br />BRANCHLINES MAY BE HUNG <br />FROM BOTTOM CHORD OF JOIST. <br />OENERAL NOTES: <br />1. SPRINKLER SYSTEM SHALL COMPLY TN E <br />WI THE 2002 EDITION OF NFPA 13. <br />2. SPRINKLER HEADS SHALL BE ORIFICE, STYLE AND TEMPERATURE TO MEET CODE, <br />REFER TO SPRINKLER HEAD LEGEND THIS SHEET, <br />3. SYSTEM TEST SHALL BE WITNESSED BY CITY OF ZEPHYRHILLS FIRE MARSHAL PRIOR <br />TO ANY PORTION BEING CONCEALED. GIVE 48 HOURS NOTICE. <br />4. HANGERS TO BE PER DETAILS ON THIS SHEET. HANGERS SHALL BE SPACED IN <br />ACCORDANCE WITH 2002 NFPA 13 REQUIREMENTS. <br />5, ALL WORK SHALL BE COORDINATED WITH OTHER TRADES PRIOR TO FABRICATION. <br />8. 2" PIPING AND LARGER SHALL BE GROOVED SCHEDULE 10 WITH THREAD --O- -LETS OR <br />GROOVEw -O- -LETS. 1" PIPING SHALL BE THREADED SCHEDULE 40. 2" GRIDDED PIPING <br />SHALL BE GROOVED SCHEDULE 10 WITH THREAD —O—LETS. <br />7. ALL PENETRATIONS THRU FIRE RATED WALLS SHALL BE PROPERLY SEALED USING <br />UL LISTED METHODS AND APPROVED PRODUCTS TO MAINTAIN RATING OF WALL. <br />In <br />Z <br />O <br />U6- <br />W <br />� <br />r <br />a <br />Y Q <br />m <br />>' m <br />m M <br />0 <br />4 <br />o <br />U <br />Z <br />0 <br />0 .�. <br />CA <br />r., <br />...+ <br />0 a <br />8' N <br />" o <br />a-- <br />c� <br />BLOa PERM P <br />104 <br />CAPSCO JOB f <br />APPROVAL <br />M B F <br />DRAWN BY- <br />M B F <br />SCALE, <br />AS SHOW <br />DATE; <br />6 10 1( <br />PP--1 of 1 <br />
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