Loading...
12-910R-010M e c i f c PLUMBING SPECIFICATIONS: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH FLORIDA PLUMBING CODE 2007 AND ALL CODES ADOPTED BY IT. 2. PRIOR TO ORDERING, CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL MATERIALS AND EQUIPMENT TO ENGINEER OF RECORD FOR APPROVAL. 3. PLUMBING CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE THAT ALL PLUMBING WORK IS FREE FROM DEFECTS OF MATERIALS AND WORKMANSHIP, AND FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE, REPAIR AND REPLACE ALL WORK WHICH BECOMES DEFECTIVE AT NO EXPENSE TO THE OWNER 4. MATERIALS SHALL BE AS FOLLOWS: A. DOMESTIC WATER PIPING - TYPE 'L' COPPER WITH LEAD FREE SOLDER B. SANITARY WASTE PIPING - SCH 40 NO HUB CAST IRON ABOVE GRADE. SCH 40 PVC BELOW GRADE. \ x - i I �I�il lil C. CONDENSATE DRAINAGE PIPING - TYPE V COPPER IN 1" ARMAFLEX D. VALVES - BRONZE NOBCO OR EQUAL AND RATED AT 125 PSI � 5. ALL PLUMBING FIXTURES SHALL BE WATER SAVER PER CODE. FPC TABLE 604.4. J4/1- �I TYPE, COLOR AND TRIM TO BE SELECTED BY OWNER. 6. ALL FLOOR DRAINS SHALL HAVE TRAP PRIMERS. 7. COMPLETE SYSTEM: FIXTURES AND EQUIPMENT SHALL BE GIVEN AN IN- SERVICE TEST AFTER COMPLETION OF INSTALLATION. 8. FURNISH REQUIRED FLASHING TO ROOFING CONTRACTOR FOR PIPES PENETRATING THE ROOF - / 9. ASSE 1010 CERTIFIED WATER HAMMER ARRESTORS SHALL BE ONLY APPROVED MEANS OF CONTROLLING WATER HAMMER. SYMBOL LEGEND SYMBOL DESCRIPTION D4 GATE VALVE �{ BALL VALVE G Gypsum Walls using P &T RELIEF VALVE �- GATE VALVE IN RISER O PIPE TURNS DOWN a PIPE TURNS UP -III- UNION 40 HOSE BIBB A5 WATER HAMMER ARRESTOR LETTER DENOTES SIZE. WALL CLEAN OUT P1 WATER METER (& FLOOR CLEAN OUT ----- - - - - -- COLD WATER PIPING ------- - - - - -- HOT WATER PIPING SANITARY WASTE PIPING -- - - - - - - - - VENT PIPING CONDENSATE DRAIN PIPE ---�— PAN PAN DRAIN PIPE - - -- P &T -- P &T RELIEF PIPE CONC. SLAB ~CONC. INSERT `-3/8" ALL THREAD ROD PIPE PIPE RING HANGER I PIPE HANGER NOT TO SCALE 3735 Green Rd. Beachwood, OH, 44122 Drawing not to scale Q Pre -Rated Gypsum Wallboard/Stud Wall Assembly 0 Metallic Pipe - A) Steel Pipe - 8" diam. (or smaller) Sch. 40 (or heavier) steel pipe. B) Iron Pipe - 8" diam. (or smaller) cast or ductile iron pipe. C) Conduit - 4" diam. (or smaller) EMT or rigid steel conduit. D) Copper Tubing - 4" diam. (or smaller) Type L (or heavier) copper tubing. E) Copper Pipe - 4" diam. (or smaller) Regular (or heavier) copper pipe. The annular space shall be min. 1/4" to max. 5/8" within the firestop system. 30 FYRE- SHIELD - Min. 1/2" thickness of sealant applied within opening. Additional sealant to be installed such that a min. 1/4" crown is formed around the penetrating item. Pro ect: The Tremco products used above have been J The above described assembly has been tested in accordance with the following: tested and is based on both past and antici- Loeation: • ASTM E814 (UL 1479) Standard Test Method pated performance criteria. Tremoo shall not for Through Penetration Fitestopping. be liable for any damages, direct or con - Installer' sequential, resulting from use of this material Date: 4/23/97 Drawing: TW -1097 or design. T'remco shall only be responsible Signature: Approved by: J. Pitcole for replacing material found to be defective. I PLAN KEY NOTES: O EXISTING 2 -1/2" COLD WATER MAIN WITH VALVE. O MAIN COLD WATER LINE TO REMAIN. DEMO ALL OTHER HOT AND COLD WATER PIPING. O REMOVE ALL PLUMBING FIXTURES AND FLOOR DRAINS FROM SPACE. O CAP OFF ALL PLUMBING STACKS AT FLOOR. O DEMO ALL UNUSED VENT PIPING FROM CEILING. O EXISTING LANDLORD DRAINAGE RISERS TO REMAIN. TYPICAL O REMOVE EXISTING WALL HYDRANT AND REPLACE WITH NEW IN NEW LOCATION.. Og REMOVE EXISTING STORM DRAIN GRATE AND PATCH FLOOR. Og EXISTING CLEANOUT TO BE REMOVED. 1 Q 10 REMOVE EXISTING NATURAL GAS LINE. CAP OFF AT CORRIDOR WALL. 11 REMOVE NATURAL GAS METER AND CAP OFF GAS SERVICE TO THIS SPACE. 3 O5 PLUMBING PLAN \o 0 \ 4 3 \, 4 \` O / QO / 4 EX�S . / o / i i 3C / / / / / / I� SCALE: 1/8" = 1' -0" WARNING! MECHANICAL EQUIPMENT ORDERED AND DELIVERED TO THE CONSTRUCTION SITE WITH THE WRONG ELECTRICAL CHARACTERISTICS IS A MAJOR SOURCE OF CONSTRUCTION DELAYS, EXTRA COSTS AND LITIGATION. THE CONTRACTOR IS HEREBY NOTIFIED THAT IT IS THEIR RESPONSIBILITY FOR FINAL COORDINATION BETWEEN TRADES TO GUARANTEE THAT ALL EQUIPMENT HAS THE CORRECT ELECTRICAL REQUIREMENTS FOR THE ELECTRICAL DESIGN. THE ENGINEERS' REVIEW OF SHOP DRAWINGS IS FOR THE PURPOSE OF ATTEMPTING TO HELP THE CONTRACTOR CONFORM TO PLANS AND SPECIFICATIONS. CHANGES TO EQUIPMENT AND /OR CHARACTERISTICS CANNOT BE MADE THROUGH THE SHOP DRAWING PROCESS. CHANGES TO EQUIPMENT SPECIFICATIONS CAN ONLY BE MADE THROUGH THE ISSUANCE OF REVISED SIGNED AND SEALED PLANS AND SPECIFICATIONS. l n i 1 i 0 THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS SUBMITTED EREWITH COMPLY WITH EXISTING INTERPRETATIONS AND PROVISIONS OF THE PPLICABLE BUILDING CODES. THIS DRAWING IS THE SOLE PROPERTY OF IENZ ENGINEERING INC.' AND IS AN INSTRUMENT OF SERVICE NOT TO BE EPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSIC F HENZ ENGINEERING INC. I, DAVID iffl''e; IDT, P. E. #59492, CERTIFY THAT I CURRENTLY HOLD AN ACTIVE LIC So # OF FLORIDA AND I AM COMPETENT THROUGH EDUCATION �VIDE ENGINEERING SERVICES IN THE MECHANICAL 6Z • �f/4r THIS PLAN. I FURTHER CERTIFY THAT THIS PLAN WAS MY RESPONSIBLE CHARGE AS DEFINED IN CHAPTER 6 fl15- 1$_001q Lv1RJR I CERTIFY THAT THE COMPANY OFFERING THE ErZINE 4N ©© P� CES 'HEZZ ENGINEERING INC', HOLDS AN ACTIVE CERTIFICATE K$' AUTHORIZATION #388 *_S PROVIDE THE ENGINEERING SERVICE. TATE OF •�•�, flUz RGIn[FRInG, Inc. < <:•' ♦�` CGnsULTInc EnGinEERs •as***- D 2320 NE 9th Street, Sufte 200 1/11111 Fort Lauderdale, Florlda 33304 ROFESSIONAL ENGINEER No.59492 T 954.523.4933 STATE OF FLORIDA F 954.523.5052 DEC 13 2011 www.henz.com DATE: PROJECT No.: 11098.00 �0l ite NORBERTO ROSENSTEIN ARCHITECT , INC. AF0frECTff - KrM DM - R M 126 S. FEDERAL HIGHWAY SUITE # 202 DANIA BEACH, FLORIDA 33004 PH: (954) 922 -6551 FAX- (954) 922 -7388 EMAIL -info•rosensteinarcliitect.com WEBS www.rosenstemareNtectcom STATE RECs. NO. AR0016674 NATL. RECs. NO. 69178 C0PY1RX&4T 020M NOR5ERTO ROSENSTEIN ARCHITECT, A1C. ALL RIGHTS RESERVED. THIS DOCUI, T OR PARTS THEREOF, MAY NOT ME REPRODUCED IN ANY FORM UIITHOUT PERMISSION. DESIGNED_ 1 or 2 Hour Fire Rated Through s i Penetration Firestop for Single V't Metal Pipe through e� G Gypsum Walls using CHECKED FYRE - SHIELD. WL 1097 F- Rating = 1 and 2 Hr. T- Rating = 0 Hr. CONC. SLAB ~CONC. INSERT `-3/8" ALL THREAD ROD PIPE PIPE RING HANGER I PIPE HANGER NOT TO SCALE 3735 Green Rd. Beachwood, OH, 44122 Drawing not to scale Q Pre -Rated Gypsum Wallboard/Stud Wall Assembly 0 Metallic Pipe - A) Steel Pipe - 8" diam. (or smaller) Sch. 40 (or heavier) steel pipe. B) Iron Pipe - 8" diam. (or smaller) cast or ductile iron pipe. C) Conduit - 4" diam. (or smaller) EMT or rigid steel conduit. D) Copper Tubing - 4" diam. (or smaller) Type L (or heavier) copper tubing. E) Copper Pipe - 4" diam. (or smaller) Regular (or heavier) copper pipe. The annular space shall be min. 1/4" to max. 5/8" within the firestop system. 30 FYRE- SHIELD - Min. 1/2" thickness of sealant applied within opening. Additional sealant to be installed such that a min. 1/4" crown is formed around the penetrating item. Pro ect: The Tremco products used above have been J The above described assembly has been tested in accordance with the following: tested and is based on both past and antici- Loeation: • ASTM E814 (UL 1479) Standard Test Method pated performance criteria. Tremoo shall not for Through Penetration Fitestopping. be liable for any damages, direct or con - Installer' sequential, resulting from use of this material Date: 4/23/97 Drawing: TW -1097 or design. T'remco shall only be responsible Signature: Approved by: J. Pitcole for replacing material found to be defective. I PLAN KEY NOTES: O EXISTING 2 -1/2" COLD WATER MAIN WITH VALVE. O MAIN COLD WATER LINE TO REMAIN. DEMO ALL OTHER HOT AND COLD WATER PIPING. O REMOVE ALL PLUMBING FIXTURES AND FLOOR DRAINS FROM SPACE. O CAP OFF ALL PLUMBING STACKS AT FLOOR. O DEMO ALL UNUSED VENT PIPING FROM CEILING. O EXISTING LANDLORD DRAINAGE RISERS TO REMAIN. TYPICAL O REMOVE EXISTING WALL HYDRANT AND REPLACE WITH NEW IN NEW LOCATION.. Og REMOVE EXISTING STORM DRAIN GRATE AND PATCH FLOOR. Og EXISTING CLEANOUT TO BE REMOVED. 1 Q 10 REMOVE EXISTING NATURAL GAS LINE. CAP OFF AT CORRIDOR WALL. 11 REMOVE NATURAL GAS METER AND CAP OFF GAS SERVICE TO THIS SPACE. 3 O5 PLUMBING PLAN \o 0 \ 4 3 \, 4 \` O / QO / 4 EX�S . / o / i i 3C / / / / / / I� SCALE: 1/8" = 1' -0" WARNING! MECHANICAL EQUIPMENT ORDERED AND DELIVERED TO THE CONSTRUCTION SITE WITH THE WRONG ELECTRICAL CHARACTERISTICS IS A MAJOR SOURCE OF CONSTRUCTION DELAYS, EXTRA COSTS AND LITIGATION. THE CONTRACTOR IS HEREBY NOTIFIED THAT IT IS THEIR RESPONSIBILITY FOR FINAL COORDINATION BETWEEN TRADES TO GUARANTEE THAT ALL EQUIPMENT HAS THE CORRECT ELECTRICAL REQUIREMENTS FOR THE ELECTRICAL DESIGN. THE ENGINEERS' REVIEW OF SHOP DRAWINGS IS FOR THE PURPOSE OF ATTEMPTING TO HELP THE CONTRACTOR CONFORM TO PLANS AND SPECIFICATIONS. CHANGES TO EQUIPMENT AND /OR CHARACTERISTICS CANNOT BE MADE THROUGH THE SHOP DRAWING PROCESS. CHANGES TO EQUIPMENT SPECIFICATIONS CAN ONLY BE MADE THROUGH THE ISSUANCE OF REVISED SIGNED AND SEALED PLANS AND SPECIFICATIONS. l n i 1 i 0 THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS SUBMITTED EREWITH COMPLY WITH EXISTING INTERPRETATIONS AND PROVISIONS OF THE PPLICABLE BUILDING CODES. THIS DRAWING IS THE SOLE PROPERTY OF IENZ ENGINEERING INC.' AND IS AN INSTRUMENT OF SERVICE NOT TO BE EPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSIC F HENZ ENGINEERING INC. I, DAVID iffl''e; IDT, P. E. #59492, CERTIFY THAT I CURRENTLY HOLD AN ACTIVE LIC So # OF FLORIDA AND I AM COMPETENT THROUGH EDUCATION �VIDE ENGINEERING SERVICES IN THE MECHANICAL 6Z • �f/4r THIS PLAN. I FURTHER CERTIFY THAT THIS PLAN WAS MY RESPONSIBLE CHARGE AS DEFINED IN CHAPTER 6 fl15- 1$_001q Lv1RJR I CERTIFY THAT THE COMPANY OFFERING THE ErZINE 4N ©© P� CES 'HEZZ ENGINEERING INC', HOLDS AN ACTIVE CERTIFICATE K$' AUTHORIZATION #388 *_S PROVIDE THE ENGINEERING SERVICE. TATE OF •�•�, flUz RGIn[FRInG, Inc. < <:•' ♦�` CGnsULTInc EnGinEERs •as***- D 2320 NE 9th Street, Sufte 200 1/11111 Fort Lauderdale, Florlda 33304 ROFESSIONAL ENGINEER No.59492 T 954.523.4933 STATE OF FLORIDA F 954.523.5052 DEC 13 2011 www.henz.com DATE: PROJECT No.: 11098.00 �0l ite NORBERTO ROSENSTEIN ARCHITECT , INC. AF0frECTff - KrM DM - R M 126 S. FEDERAL HIGHWAY SUITE # 202 DANIA BEACH, FLORIDA 33004 PH: (954) 922 -6551 FAX- (954) 922 -7388 EMAIL -info•rosensteinarcliitect.com WEBS www.rosenstemareNtectcom STATE RECs. NO. AR0016674 NATL. RECs. NO. 69178 C0PY1RX&4T 020M NOR5ERTO ROSENSTEIN ARCHITECT, A1C. ALL RIGHTS RESERVED. THIS DOCUI, T OR PARTS THEREOF, MAY NOT ME REPRODUCED IN ANY FORM UIITHOUT PERMISSION. DESIGNED_ ' t Tkkk DRAWN ¢e[a` )' rq ' °, CHECKED #` I HEREBY CERTIFY THAT THESE PLANS WHERE PREPARED BY ME OR UNDER MY SUPERVISION, AND TO THE BEST OF MY KNOWLEDGE, COMPLY WITH ALL APPLICABLE CODES. j, OWNER REVISION 11/03/11 R E V I S 1 O N S COMM. DATE 2011 -37 1 0/1/2011 5701 SUNSET DR SUITE A15A WHITE BOX SOUTH MIAMI FLORIDA, 33143 PLUMBING PLAN P -1 1:] 1