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08-985(2)-029
FIRE PROTECTION DEMOLITION NOTES: I, SITE INVESTIGATION THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH THE LOCATION OF ALL EXISTING UTILITIES STUB -OUTS, PIPING, EQUIPMENT, ETC., AND/OR ANY CONDITION THAT MAY AFFECT HIS WORK. ALL THE NECESSARY RE-ROUTING, RELOCATING AND/OR REMOVAL OF EXISTING PIPING, EQUIPMENT, ETC., SHALL BE INCLUDED IN THE SCOPE OF WORK, IGNORANCE ON THE PART OF THE CONTRACTOR WILL IN NO WAY RELIEVE HIM OF THE OBLIGATIONS AND RESPONSIBILITIES ASSUMED UNDER THIS CONTRACT, 2. THE NATURE OF THE REMODEL TYPE CONSTRUCTION POSES SPECIAL PROBLEMS FOR THE DESIGNER ENGINEERS AS WELL AS THE PLUMBING CONTRACTOR. EVERY EFFORT HAS BEEN MADE BY THE ENGINEERS TO SHOW AND VERIFY, WHERE POSSIBLE, THE LOCATION OF THE EXISTING PLUMBING SYSTEMS. THE MAJOR PORTION OF THE PLUMBING SYSTEMS ARE AS SHOWN ON THE DRAWINGS HOWEVER MINOR DEVIATIONS MAY BECOME EVIDENT AS THE JOB PROGRESSES. NO ADVANTAGE IS TO BE TAKEN BY THE PLUMBING CONTRACTOR BECAUSE THESE MINOR DIFFERENCES. THE PLUMBING CONTRACTOR SHALL PERFORM A FIELD VERIFICATION BEFORE BIDDING THIS PROJECT. 3. CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING HIS DEMOLITION WORK WITH OTHER TRADES, AND TO PROTECT FROM DAMAGE EXISTING PIPES USED FOR FUTURE CONNECTIONS. 4. EXISTING PIPES SERVING AREAS REMAINING IN SERVICE AT THIS TIME SMALL NOT BE INTERRUPTED UNLESS A TEMPORARY INTERRUPTION IS COORDINATED WITH THE OWNER, 5. ALL SERVICE INTERRUPTIONS SHALL BE SCHEDULED WITH THE AUTHORIZED REPRESENTATIVE OF THE OWNER. ALL REMOVAL AND DISPOSAL WORK SHALL BE COORDINATED WITH THE AUTHORIZED REPRESENTATIVE OF THE OWNER. REPRESENTATIVE OF THE OWNER (MCP). THE CONTRACTOR MUST BE AWARE THAT, DUE TO THE LOCATION OF THE PROJECT, PORTIONS OF PIS WORK MUST BE PERFORMED AFTER HOURS. 6. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT PROPERTY IN AREAS WHERE WORK IS BEING CONDUCTED, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES CAUSED TO BUILDING COMPONENTS DUE TO WORK OPERATIONS, PATCH AND REPAIR EXISTING SURFACES DAMAGED AS REOUIRED TO MATCH ADJACENT SURFACES. 7, THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL EXISTING CONSTRUCTION, INCLUDING EXISTING TO REMAIN AND TO BE REMOVED. ITEMS AND DEBRIS TO BE REMOVED WILL BE PROPERLY DISPOSED OF BY THE CONTRACTOR, WITHIN HIS CONTRACT, AT NO COST TO THE OWNER. 8, ANY UTILITY LINES TO REMAIN AND THAT ARE BROKEN OR DAMAGED DURING DEMOLITION OPERATIONS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL CHARGE TO THE CONTRACT PRICE, OR SHALL BE REPAIRED BY THE OWNER AT THE CONTRACTOR'S EXPENSE, 9. ANY DISCREPANCIES BETWEEN THE WORK DEPICTED ON THESE DOCUMENTS AND THE ACTUAL CONDITIONS ENCOUNTERED SHALL BE BROUGHT PROMPTLY TO THE ENGINEER FOR REVIEW AND CLARIFICATION. 10. ANY DAMAGED EQUIPMENT SHALL BE REPLACED OR RESTORED TO ORIGINAL CONDITION. II. CONTRACTOR SHALL INSPECT AND TEST THE FUNCTIONALITY OF THE EXISTING SPRINKLER SYSTEM PRIOR TO COMMENCEMENT OF WORK AND SHALL REPORT ANY MALFUNCTIONS TO THE ENGINEER. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BRING SYSTEM BACK TO WORKING CONDITIONS PRIOR TO COMPLETION, MAXIMUM DISTANCE BETWEEN HANGERS (FT -IN.) NOMINAL PIPE SIZE (IN.) 3/4 1 1114 11/2 2 21/2 3 31/2 4 5 6 8 STEEL PIPE EXCEPT THREADED LIGHTWALL N/A 12-0 12-0 15-0 15-0 15-0 15-0 15-0 15-0 15-0 15-0 15-0 THREADED LIGHTWALL STEEL PIPE N/A 12-0 112-0 12-0 112-0 12-0 12-0 N/A I N/A N/A N/A N/A COPPER TUBE 8-0 8-0 10-0 10-0 12-0 12-0 I2-0 15-0 15-0 15-0 15-0 15-0 CPVC 5-6 6-0 6-6 7-0 8-0 9-0 10-0 N/A N/A N/A N/A N/A POLYBUTYLENE (IPS) N/A 3-9 4-7 5-0 5-11 N/A N/A N/A N/A N/A N/A N/A POLYBUTYLENE (CTS) 2-11 3-4 3-11 4-5 5-5 N/A N/A N/A N/A N/A N/A N/A DUCTILE IRON PIPE N/A N/A N/A N/A N/A N/A 15-0 N/A 15-0 N/A 15-0 15-0 NOTE: TABLE 6-2.2 (NFPA 131999 EDITION) DROP - NIPPLE BRANCH LINE DROP NIPPLE DUCT OR OTHER OBSTRUCTION CEILING SPRINKLER HEAD DETAIL "An DETAIL "B" PENDANT FIRE SPRINKLER HEAD DETAILS N.T.S. BRANCH LINE FIRE PROTECTION GENERAL NOTES: 1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY FOR THE COMPLETE INSTALLATION OF THE FIRE PROTECTION SYSTEMS, ALL IN ACCORDANCE WITH THESE CONSTRUCTION DOCUMENTS. ALL WORK PERFORMED UNDER THIS CONTRACT SHALL COMPLY WITH THE FLORIDA BUILDING CODE 2004 AND ALL THE STANDARDS OF CONSTRUCTION ESTABLISHED BY SSU"MIAMI CHILDREN'S HOSPITAL"SSU INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING PUBLICATIONS: A) CHAPTER 59A-3 FLORIDA ADMINISTRATIVE CODE, B) NFPA 13 -2004, C) NFPA 99-2004 AND D) OSHA. 2, THE CONTRACTOR SHALL PAY ALL INSPECTION FEES, ALL COSTS OF PERMITS AND ALL OTHER COST INCIDENTAL TO THE COMPLETION AND TESTING OF THIS WORK UPON FINAL ACCEPTANCE, A CERTIFICATE FROM THE LOCAL INSPECTION AUTHORITY SHALL BE FURNISHED TO THE OWNER. 3, THIS CONTRACTOR SHALL PROVIDE A LOCALLY LICENSED JOURNEYMAN FOR THE PERFORMANCE OFF ALL TASKS LISTED IN THIS TRADE. IF TRAINEES ARE USED, THEY SHOULD BE UNDER DIRECT SUPERVISION OF A LICENSED JOURNEYMAN. ALL WORK SHALL BE UNDER THE COGNIZANCE OF A MASTER, CONTRACTOR WILL BE REQUIRED TO SHOW EVIDENCE OF MASTER/JOURNEYMAN/TRAINEE CERTIFICATES OF ALL PERSONNEL WORKING ON THIS CONTRACT. ANY DELAYS IN WORK FOR FAILURE TO PRODUCE THE REQUIRED DOCUMENTATION SHALL BE AT THE CONTRACTOR'S COST. 4. THE CONTRACTOR SHALL INSTALL NEW WET PIPE FIRE PROTECTION SPRINKLER SYSTEM AS REQUIRED BY NEW FLOOR PLAN LAYOUT. (LIGHT HAZARD) 5. SPRINKLER PIPE SHALL BE NEW CONFORMING TO ASTM SPECIFICATIONS AND SHALL BEAR ASTM STANDARD MARKED ON EACH LENGTH OF PIPE. ABOVE GROUND: A. FOR SIZES ABOVE 2 PIPE MAY BE BLACK STEEL, SCHEDULE 10, IN ACCORDANCE WITH ASTM AI35 GRADE A OR ASTM A53 GRADE A. B. FOR SIZES 2" AND UNDER, PIPE SHALL BE BLACK STEEL, SCHEDULE 40, IN ACCORDANCE WITH ASTM AI35 GRADE A OR ASTM A53 GRADE A. D. THERMOPLASTIC, UL LISTED, CPVC FIRE SPRINKLER PIPES AND FITTING SHALL BE ALLOWED FOR USE IN HORIZONTAL RUNS AS DEFINED BY NFPA 13, C. PIPING THAT IS EXPOSED TO WEATHER OR INSTALLED IN A CORROSIVE ATMOSPHERE SHALL BE GALVANIZED. 6. ALL EXPOSED THREADS SHALL BE GIVEN A ZINC CHROMATE PRIMER. 7. ALL EXISTING HEADS TO REMAIN AND/OR TO BE RELOCATED SHALL BE REPLACED WITH NEW SPRINKLER HEADS. ALL NEW HEADS SHALL BE QUICK RESPONSE (OR-165 F) 1/2" ORIFICE WITH DISCHARGE COEFFICIENT "K" = 5.6 AND RATED FOR 175 PSI MAX, SERVICE PRESSURE. 8, SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST ISSUE OF NFPA PAMPHLET 13 ALL CALCULATIONS, SHOP DRAWINGS, REFERENCED DIAGRAMS, PERFORMANCE CURVES AND DATA UTILIZED TO LAYOUT AND IDENTIFY SYSTEM SHALL BE SUBMITTED TO ARCHITECTS/ENGINEER AND SUBMITTED TO DCAD REPRESENTATIVE FOR FINAL ACCEPTANCE. DESIGN DENSITY SHALL BE 0.10 GPM / 1500 SO. FT. 9. HANG ALL PIPING USING SPLIT RING HANGERS AND RISER CLAMPS, SUPPORT FROM GALVANIZED HANGER RODS FROM BEAM CLAMPS OR PRE-SET INSERT ONLY, SHOOTING ANCHORS IS NOT ACCEPTABLE, 10. TEST IOOS OF PIPING SYSTEM AT 200 PSI PRESSURE FOR A PERIOD OF 2 HOURS WITHOUT PRESSURE LOSS, MODIFICATIONS AFFECTING 20 OR FEWER SPRINKLERS SHALL NOT REQUIRE TESTING IN EXCESS OF SYSTEM WORKING PRESSURE AS PER NFPA 13 CHAPTER SECTION 2.1.4 "HYDROSTATIC TEST". 11. HYDROSTATIC TEST PRESSURE SHALL BE MEASURED AT LOW POINT OF SYSTEM OR ZONE BEING TESTED. 12. THE CONTRACTOR IS TO COORDINATE FINAL LOCATION OF ALL FIRE SPRINKLER HEADS AS SHOWN IN THE ARCHITECTURAL REFLECTING CEILING PLANS. 13. MAINTAIN 8" CLEARANCE TO PARTITIONS FROM ANY PIPES WHICH RUN PARALLEL TO PARTITIONS 14, ALL CROSSINGS THROUGH PARTITIONS MUST BE MADE AT 90 DEG TO PARTITION. DO NOT CROSS AT LESSER ANGLES. NOTE: ALL SPRINKLER HEADS SHALL BE CENTERED ON CEILING TILE COORDINATE WITH ARCHITECT. 90 DEG ELBOW BRANCH LINE 90 DEG ELBOW DROP NIPPLE I" X 1/2" REDUCER FOR 1/2' SPRINKLER I" X 3/4" REDUCER FOR 3/4" SPRINKLER CEILING CEILING COVER PLATE TYPICAL RETURN -BEND DETAIL FOR PENDANT SPRINKLER N.T.S. FIRE PROTECTION SYMBOL LEGEND SYMBOL DESCRIPTION AUTOMATIC FIRE SPRINKLER LINE - - - - - EXIST AUTOMATIC FIRE SPRINKLER LINE EXIST AUTOMATIC FIRE SPRINKLER LINE TO BE DEMOLISHED EXISTING SPRINKLER HEAD E EXISTING SPRINKLER HEAD TO BE REMOVED AND CAPPE E EXISTING HEAD RELOCATED AND PROVIDED NEW E N ® EN EXISTING SPRINKLER HEAD TO BE REPLACED NEW TEE ELBOW 90 " --�-D PIPE DOWN CAP -+O PIPE UP ABBREVIATIONS F FIRE OSEY OUTSIDE SCREW b YOKE D.I.P. DUCTILE IRON PIPE SP SPRINKLER FL FLOOR F,P, FIRE PROTECTION FHC FIRE HOSE CABINET FDC FIRE DEPARTMENT CONNECTION R.M. ROOM DN. DOWN EXIST. EXISTING SPRINKLER HEAD SCHEDULE SYMBOL DESCRIPTION SYSTEM ORIFICE SIZE TEMP RATING d PENDENT CONCEALED (STANDARD COVERAGE) WET PIPE 1/2" (K=5.6) 155 DEG O PENDENT EXPOSED DRY HEAD (STANDARD COVERAGE) WE PIPE 1/2" (K=5.6) 155 DEG NOTE I. PROVIDE QUICK RESPONSE SPRINKLERS AT ALL LIGHT HAZARD OCCUPANCIES AS DEFINED IN NFPA 13, 2. ALL COVER PLATES SHALL BE ORDERED TO MATCH ADJACENT CEILING COLOR SCHEME, CLEVIS HANGER A CENTER I -BEAM CLAMP HANGERS A FLAT IRON HANGER FASTENERS A SELF DRILLING ANCHOR U - TYPE HANGER (ONLY FOR WOOD CONST.) A _17 TOP BEAM CLAMP HANGER ROD SCHEDULE SIIZE PE A B C D PIPE SIZE A B C D 1" 3/8" 3 1/2" 2 7/8" 1 1/8" 3" 1/2" 6 1/4" 4 1/2" 1 5/8" 1 1/4" 3/8" 4" 3 1/4" 1 1/8" 3 1/2" 1/2" 6 7/8" 4 7/8" 1 5/8" 1 1/2" 3/8" 4 1/8" 3 3/16" 1 1/2" 4" 5/8" 8" 5 3/4" 1 3/4" 2" 3/8" 4 3/4" 3 9/16" 1 1/2" 5" 5/8" 9 114" 6 3/8" 2" 3/16" 1 5/8" 6' 3/4" 10 3/4" 7 1/2" 2" 8" 7/8" 15 1/4' 9 3/8" 2 1/8" System No. C-AJ-1156 F Rating --3Hr�` T Rating -- 0 Hr wWW u w w 4 L Rating At Ambient -- Less Than 1 CFM/sq ft - J L Rating At 400 F -- 4 CFMIsq ft ,._ A 1. Floor or Wall Assembly-- Min 4-1/2 in. thick reinforced lightweight or normal weight (100 to 150 pcf) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diem of opening is 27 in. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 2. Steel Pipe -- Nom 21 in. diem (or smaller) 0.056 in. thick (or heavier) steel pipe. One pipe to be installed either concentrically or eccentrically within the firestop system. The annular space shall be min 0 in. (point contact) to max 3 in. Pipe to be rigidly supported on both sides of floor or wall assembly. 3. Firestop System -- The firestop system shall consist of the following: A. Steel Wire Mesh -- (Not Shown) -- Where needed to aid in system installation in concrete block wall construction, No. E steel wire mesh or min 0.034 in. thick (20 MSG) gale sheet steel may be formed, centered and installed within the through opening such that it is recessed a min of 1/8 in. from each surface of the wall. B. Packing Material -- Min 2 in. thickness of min 4.0 pcf mineral wool batt insulation firmly packed into opening as a permanent form. Packing material to be recessed from top surface of floor or from both surfaces of wall as required to accommodate the required thickness of fill material. C. Fill, Void or Cavity Material* -- Sealant -- Min 3/4 in. thickness of fill material applied within the annulus, flush with top surface of floor or with both surfaces of wall. At the point contact location between pipe and concrete, a min 112 in. diem bead of caulk shall be applied at the concrete/pipe interface on the top surface of floor and on both surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -- FS-ONE Sealant *Bearing the UL Classification Mark nn Reproduced by HILTI, Inc. Courtesy of ��PSSIF/FQ Underwriters Laboratories, Inc. FIREST©p SYSTEMS November24,1999 � e L us System No. W-L-1054 F Ratings -1 and 2 Hr (See Items 1 and 3) T Rating - 0 Hr L Rating At Ambient - Less Than 1 CFM/Sq Ft L Rating At 400 F - 4 CFMlSq Ft SECTION A -A Revisions: 0 Z h r C c C V ) O m LW/ L� Cn QQ �J O- Q- I=U_ Ow 1 O! V d 5 x tv U N ;75 O n 3 i v � U �_ 0 (j d: � u W to V C� N O 4 O t o "-: 4I 1 < O _W W V 0I:, e ,,t,z (/i N 0 JJ J z~ 0 Q U g UI W LW U O_ WI f CD U L LJ W -J F- (Un O OLLJ m m O °- LLJ � m c) Q W W C.7 1. Wall Assembly -- The 1 or 2 hr fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs DRAWN: JB in the UL Fire Resistance Directory. 2. Through -Penetrants -- One metallic pipe, conduit or tubing to be installed either concentrically or f; lw l t � � ;;i r fA ,,� - D. N If V, L CHECKED: E5 eccentrically within the firestop system. The annular space shall be min 0 in. to max 2-1/4 in. Pipe mayPt)R C'01VI LIANC fw i/trrxf t N f; I A 1. f 1D. be installed with continuous point contact. Pipe, conduit or tubing may be installed at an angle not gre2f6A,(. OI~ , DATE: 02 - IS -OS than 45 degrees from perpendicular. Pipe, conduit or tubing to be rigidly supported on both sides of wa f O SySI'till 5 assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A TFI"'0 d- A C`DPpY�� OF *I-ierSE ATPP O'VED SCALE: A5 NOTED RA�iVvi GS I��US-f e- E SLIx3,P017"f'ED t� i-i H Tl�,f' , A. Steel Pipe -- Nom 30 in diem (or smaller) Schedule 10 (or heavier) steel pipe. E , �!-tt'�F' DRAWINGS P'OR. PP" .�.,� , • PR�'VA�" B. Iron Pipe -- Nom 30 in. diem (or smaller) cast or ductile iron pipe. C. Conduit -- Nom 4 in diem (or smaller) steel electrical metallic tubing or 6 in. diem steel conduit. SEAL 0?�f' l��•�:��w _. w 1 D. Copper Tubing -- Nom 6 in. diem (or smaller) Type L (or heavier) copper tubing. E. Copper Pipe -- Nom 6 in. diem (or smaller) regular (or heavier) copper pipe. 3. Fill, Void or Cavity Material* -- Sealant -- Min 5/8 in. thickness of fill material applied within the MECH r�l AL\ annulus, flush with both surfaces of wall. At the point or continuous contact locations between pipe and ERNESTO SANTANA P,E. wall, a min 1/2 in. diem bead of fill material shall be applied at the pipe wall interface on both surfaces 11ICENSE k 60788 of wall, HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -- FS-One Sealant *gearing the UL Classification Mark c� j - - FIRESTOP SYSTEMS Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. December 4, 2002 �J�pSS I Fj< c UL us bn eei IN o. IJ-B - # 2-1033