Plan Review Details - Permit 03100434
Plan Review Stops For Permit 03100434
Review Stop B BUILDING (STRUCTURAL)
Rev No 11 Status P Date 2005-05-05 Cont ID  
Sent By rbrown Date 2005-05-05 Time 17:55 Rev Time 0.00
Received By rbrown Date 2005-05-05 Time 17:55 Sent To  
Notes
2005-05-05 00:00:00ARCHITECTURAL REVISION SUBMITTED 3/24/05
 FOR TRASH ROOM.
Review Stop B BUILDING (STRUCTURAL)
Rev No 10 Status P Date 2005-04-27 Cont ID  
Sent By rbrown Date 2005-04-26 Time 11:18 Rev Time 0.00
Received By rbrown Date 2005-04-26 Time 10:57 Sent To  
Notes
2005-04-26 00:00:00TRUSS ENGINEERING SUBMITTAL ON 4/25/05,
 ORIGINALLY SUBMITTED 3/21/05 (INDEX
 SHEETS ORIGINALLY SUBMITTED ON 3/28/05).
Review Stop B BUILDING (STRUCTURAL)
Rev No 9 Status P Date 2005-04-26 Cont ID  
Sent By rbrown Date 2005-04-19 Time 10:41 Rev Time 0.00
Received By rbrown Date 2005-04-19 Time 10:41 Sent To  
Notes
2005-04-19 00:00:00STRUCTURAL SUBMITTAL FOR PRE-CAST
 SPECIALTIES, INC. LETTER DATED 3/18/05
 SUMMARIZING SLAB INSPECTION FINDINGS.
Review Stop B BUILDING (STRUCTURAL)
Rev No 8 Status F Date 2005-04-19 Cont ID  
Sent By rbrown Date 2005-04-19 Time 08:45 Rev Time 0.00
Received By rbrown Date 2005-04-19 Time 08:45 Sent To  
Notes
2005-04-19 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6716
 E-MAIL: [email protected]
  
 STRUCTURAL SUBMITTAL ON 4/14/05 FOR
 PRE-CAST SPECIALTIES, INC. PRE-CAST
 HOLLOWCORE SLAB SHOP DRAWINGS AND
 CALCULATIONS.
  
 1) FBC 1604.1LIVE LOADS.UNDER
 'LOADING DATA', THE SUBMITTED
 CALCULATIONS STATE A LIVE LOAD OF 30 PSF
 WAS INPUT.SHEET 1, NOTE 11 STATES THE
 SAME.THE REQUIRED LIVE LOAD FOR
 DWELLINGS IS 40 PSF (30 PSF IN SLEEPING
 ROOMS ONLY).AMEND THE PLANS AND
 CALCULATIONS TO DEMONSTRATE COMPLIANCE.
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO
 TELEPHONE: (561) 805 6716ROBERT BROWN
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status P Date 2005-04-18 Cont ID  
Sent By rbrown Date 2005-04-18 Time 13:01 Rev Time 0.00
Received By rbrown Date 2005-04-18 Time 13:01 Sent To  
Notes
2005-04-18 00:00:00ARCHITECTURAL SUBMITTAL ON 4/14/05 FOR
 ADDITIONAL SHEET A.5 NOTE STATING 'NO
 ATTIC STORAGE'
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status F Date 2005-03-28 Cont ID  
Sent By rbrown Date 2005-03-28 Time 15:18 Rev Time 0.00
Received By rbrown Date 2005-03-28 Time 15:17 Sent To  
Notes
2005-03-28 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6716
 E-MAIL: [email protected]
  
 TRUSS ENGINEERING SUBMITTAL ON 3/21/05
 AND INDEX SHEET SUBMITTED ON 3/28/05.
  
 FBC = FLORIDA BUILDING CODE 2001
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
 F.S.= FLORIDA (STATE) STATUTE
  
 1) COMMENT ALREADY ADDRESSED BY
 SUBMITTAL OF CALCULATION INDEX SHEETS.
 BUT, WILL NEED NEW INDEX SHEETS WHEN
 ADDRESSING COMMENTS 2 AND 3 BELOW.
  
 2) FBC 1604.1ROOF TRUSS LOADING.THE
 SUBMITTED ROOF TRUSS DESIGN CALCULATIONS
 STATE A BOTTOM CHORD LIVE LOAD OF 10PSF.
 THE REQUIRED MINIMUM BOTTOM CHORD LIVE
 LOAD FOR RESIDENTIAL ATTICS WITH STORAGE
 IS 30 PSF.AMEND THE CALCULATIONS.
  
 3) FBC 1606.1STRESS INCREASE FOR STEEL
 IS NOT ALLOWED.THE WRITERS OF THE
 MITEK SOFTWARE USED FOR DESIGN OF THE
 TRUSSES HAVE ADVISED THAT WHEN THE CODE
 IS STATED AS 'FBC2001/ANSI95' THE
 SOFTWARE USES THE STRESS INCREASE.
 AMEND THE CALCULATIONS TO SHOW
 COMPLIANCE WITH THE PROCEDURE DESCRIBED
 IN THE ATTACHED LETTER FROM MITEK.
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO
 TELEPHONE: (561) 805 6716ROBERT BROWN
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status F Date 2005-03-22 Cont ID  
Sent By rbrown Date 2005-03-22 Time 16:19 Rev Time 0.00
Received By rbrown Date 2005-03-22 Time 16:19 Sent To  
Notes
2005-03-22 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6716
 E-MAIL: [email protected]
  
 TRUSS ENGINEERING SUBMITTAL ON 3/21/05.
  
 FBC = FLORIDA BUILDING CODE 2001
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
 F.S.= FLORIDA (STATE) STATUTE
  
 1) 471.025 F.S.THE SUBMITTED TRUSS
 LAYOUT AND TRUSS DESIGN SHEETS EACH HAVE
 A STAMPED SIGNATURE OF ALI YEMENICILER,
 P.E.ALL PLANS/DOCUMENTS PREPARED BY A
 PROFESSIONAL ENGINEER AND BEING FILED
 FOR PUBLIC RECORD SHALL BEAR THE
 ENGINEER'S ORIGINAL SIGNATURE.THE
 ORIGINAL SIGNATURE OF THE ENGINEER IS
 REQUIRED ON THE TRUSS LAYOUT AND ON A
 CALCULATION INDEX SHEET THAT LISTS EACH
 TRUSS DESIGN SHEET.IF AN INDEX SHEET
 IS PROVIDED, EACH INDIVIDUAL TRUSS
 DESIGN SHEET DOES NOT REQUIRE A SEAL AND
 ORIGINAL SIGNATURE (REF: 61G15-31.003
 FLORIDA ADMIN. CODE).
  
 2) FBC 1604.1ROOF TRUSS LOADING.THE
 SUBMITTED ROOF TRUSS DESIGN CALCULATIONS
 STATE A BOTTOM CHORD LIVE LOAD OF 10PSF.
 THE REQUIRED MINIMUM BOTTOM CHORD LIVE
 LOAD FOR RESIDENTIAL ATTICS WITH STORAGE
 IS 30 PSF.AMEND THE CALCULATIONS.
  
 3) FBC 1606.1STRESS INCREASE FOR STEEL
 IS NOT ALLOWED.THE WRITERS OF THE
 MITEK SOFTWARE USED FOR DESIGN OF THE
 TRUSSES HAVE ADVISED THAT WHEN THE CODE
 IS STATED AS 'FBC2001/ANSI95' THE
 SOFTWARE USES THE STRESS INCREASE.
 AMEND THE CALCULATIONS TO SHOW
 COMPLIANCE WITH THE PROCEDURE DESCRIBED
 IN THE ATTACHED LETTER FROM MITEK.
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO
 TELEPHONE: (561) 805 6716ROBERT BROWN
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2004-08-19 Cont ID  
Sent By csiegber Date 2004-10-19 Time 12:37 Rev Time 0.00
Received By rbrown Date 2004-08-19 Time 14:03 Sent To  
Notes
2004-08-19 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6716
 E-MAIL: [email protected]
  
 ARCHITECTURAL REVISION FOR TRASH ROOM.
  
 1) THE REVISED SHEET A.2 DOES NOT
 INCLUDE 'FLOOR PLAN NOTES', 'DETAIL
 SCHEDULE', BUILDING AREA TABLE, WINDOW
 REFERENCE MARKERS, DOOR REFERENCE
 MARKERS OR CROSS-SECTION LOCATION
 MARKERS THAT WERE INCLUDED ON THE PERMIT
 APPROVED PLAN.ALSO, THE REVISIONS TO
 THE TRASH ROOM AREA ARE NOT 'CLOUDED' OR
 OTHERWISE HIGHLIGHTED.
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2004-02-26 Cont ID  
Sent By csiegber Date 2004-08-19 Time 10:52 Rev Time 0.00
Received By rbrown Date 2004-02-26 Time 08:17 Sent To  
Notes
2004-02-26 00:00:00BUILDING PLAN REVIEW
 ******PROVISO*******
 ROBERT BROWN(561) 805 6716
 E-MAIL: [email protected]
  
 --PROVISO--
 FIRE SPRINKLERS TO BE INSTALLED AS PER
 FIRE SPRINKLER PERMIT # 03100539
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2004-01-15 Cont ID  
Sent By rbrown Date 2004-01-15 Time 18:56 Rev Time 0.00
Received By rbrown Date 2004-01-14 Time 16:22 Sent To  
Notes
2004-01-14 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6716
 E-MAIL: [email protected]
  
 **BUILDING H**
 **NOTE: READ THESE COMMENTS INDIVIDUALLY
 THEY ARE NOT EXACTLY THE SAME AS THE
 COMMENTS FOR BUILDING G**
  
  
 FBC = FLORIDA BUILDING CODE 2001
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
  
 FOR CONSISTENCY, THE FOLLOWING COMMENTS
 ARE NUMBERED AS PER THE BUILDING PLAN
 REVIEW OF 11/18/03:
  
 1) THE NOTICE OF COMMENCEMENT SHALL BE
 RECORDED AT PALM BEACH COUNTY COURTHOUSE
 AND A COPY SUBMITTED TO THIS OFFICE
 BEFORE A PERMIT CAN BE ISSUED.BLANK
 FORMS ARE AVAILABLE FROM THIS OFFICE.
  
 3) 61G1-16.004FL. ADMIN. CODE.SHEET
 A.1 HAS A TITLE BLOCK THAT INCLUDES ONLY
 THE ARCHITECT'S LICENSE NUMBER AR0014128
 WHILE SHEETS A.2 TO A.23 ALL INCLUDE
 ONLY THE FIRM'S LICENSE NUMBER
 AA26000691. EACH SHEET SHALL INCLUDE
 BOTH LICENSE NUMBERS.THE MISSING
 LICENSE NUMBERS MAY BE HANDWRITTEN ON
 THE PLANS.
  
 5) FBC 13-103.1.2THIS COMMENT HAS NOT
 BEEN PROPERLY ADDRESSED. THE ONLY ENERGY
 CODE COMPLIANCE FORM THAT HAS BEEN
 SIGNED IS THE FIRST/TOP ONE IN EACH
 PACKAGE (I.E. RESIDENTIAL UNIT 64). NONE
 OF THE OTHER RESIDENTIAL UNITS OR THE
 COMMERCIAL UNITS HAVE THE ENERGY FORMS
 SIGNED BY THE BUILDING OWNER, THE
 OWNER'S ARCHITECT OR OTHER AUTHORIZED
 AGENT LEGALLY DESIGNATED BY THE OWNER.
  
 6) FBC 13-103.1.2AS STATED IN COMMENT
 NUMBER (5) ABOVE, THE ENERGY CODE
 COMPLIANCE FORMS FOR THE COMMERCIAL
 UNITS HAVE NOT BEEN SIGNED BY THE
 BUILDING OWNER, OWNER'S ARCHITECT OR
 OTHER AUTHORIZED AGENT LEGALLY
 DESIGNATED BY THE OWNER.
  
 11) FBC 1606.2.4SHEET S4.0, WOOD TRUSS
 CONNECTOR MARK D IS STATED AS HAVING AN
 UPLIFT CAPACITY OF 1490#.THE SIMPSON
 HETA 20 WITH 10-10DX1-1/2 NAILS HAS A
 CAPACITY OF 1240#.AMEND THE PLAN.
  
 12) THIS COMMENT HAS NOT BEEN ADDRESSED.
 FBC 1006.2.4SHEET A.7, NORTH ELEVATION
 AND EAST ELEVATION.THERE ARE WINDOWS
 WITHIN 10 FT VERTICALLY OF THE EXTERIOR
 EXIT STAIR.THESE WINDOWS SHALL BE 3/4
 HOUR FIRE-RATED ASSEMBLIES.AMEND THE
 PLANS.
  
 13) THIS COMMENT HAS NOT BEEN ADDRESSED.
 FBC 1005.4THE THIRD FLOOR BEDROOM IN
 RESIDENTIAL UNIT 67 IS SHOWN ON SHEET
 A.4 AS HAVING WINDOW TYPE H.AN
 EMERGENCY EGRESS WINDOW IS REQUIRED. THE
 WINDOW SCHEDULE ON SHEET A.20 STATES
 THAT TYPE H IS A SINGLE HUNG WINDOW, BUT
 THE ELEVATION DOES NOT SHOW IT AS SINGLE
 HUNG.CLARIFY THE PROPOSED WINDOW TYPE
 TO ENSURE THE EGRESS WINDOW REQUIREMENTS
 ARE MET.
  
 14) PRODUCT APPROVALS
 THE PROPOSED PRODUCTS SHALL HAVE STATE-
 WIDE OR LOCAL PRODUCT APPROVAL IN
 ACCORDANCE WITH RULE 9B-72 FAC (FOR
 STATEWIDE PRODUCT APPROVAL SEE
 WWW.FLORIDABUILDING.ORG/PR/PR_SRCH.ASP):
 (A) THE DOOR SCHEDULE, SHEET A.19,
 STATES THAT DOORS 10, 16, 22, 28 & 33
 (SECOND FLOOR ENTRANCE DOORS TO THE
 RESIDENTIAL UNITS) ARE TO BE IMPACT
 RATED.THE SUBMITTED PRODUCT APPROVAL
 NOA# 02-0109.03 WHICHIS FOR NON-RATED
 FIBERGLASS DOORS.SUBMIT THREE COPIES
 OF A PRODUCT APPROVAL FOR AN ALTERNATIVE
 DOOR.
 NOTE: PRINT AND ATTACH THE RELEVANT
 STATEWIDE PRODUCT APPROVAL LISTING
 REFERENCE SHEET FL### (FOR EXAMPLE, SEE
 SHEET ATTACHED TO EACH OF THE SUBMITTED
 PRODUCT APPROVALS, DURING PLAN REVIEW,
 TO EXPEDITE PERMIT ISSUE).
  
 16) FBC* 105.3RESIDENT INSPECTOR.
 SUBMIT INSPECTOR RESUME' AND LICENSE
 DOCUMENTS TO HAROLD PISKURA, DIRECTOR OF
 RESIDENT INSPECTOR PROGRAM.A
 RESIDENT INSPECTOR PROGRAM IS REQUIRED,
 ON THIS PROJECT, DUE TO THE BUILDING
 BEING OVER 2 STORIES IN HEIGHT.
  
 17) CONDOMINIUM V APARTMENTS.IF THE
 DWELLING UNITS ARE TO BE SOLD AS
 CONDOMINIUMS, NO CERTIFICATE OF
 OCCUPANCY CAN BE ISSUED UNTIL A
 'DECLARATION OF CONDOMINIUM' HAS BEEN
 SUBMITTED TO THE STATE FOR APPROVAL, AND
 THEN RECORDED WITH THE CLERK OF THE
 COUNTY COURT.A RECORDED COPY SHALL BE
 SUBMITTED TO THE CITY FOR RECORDS,
 ADDRESSING PURPOSES, AND NOTIFICATION OF
 PALM BEACH COUNTY PROPERTY APPRAISER'S
 OFFICE.
  
 18) IF NEW PLAN SHEETS ARE REQUIRED, IN
 ORDER TO ADDRESS THE ABOVE COMMENTS, THE
 OLD SHEETS SHALL BE REMOVED AND THE NEW
 SHEETS INSERTED.ONE COPY OF EACH OLD
 SHEET SHALL BE INCLUDED WITH THE
 RESUBMITTAL FOR COMPARISON OF REVISIONS.
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO
 TELEPHONE: (561) 805 6716ROBERT BROWN
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2003-11-18 Cont ID  
Sent By rbrown Date 2003-11-18 Time 20:03 Rev Time 0.00
Received By rbrown Date 2003-11-18 Time 20:03 Sent To  
Notes
2003-11-18 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6716
 E-MAIL: [email protected]
  
 FBC = FLORIDA BUILDING CODE 2001
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
  
 1) THE NOTICE OF COMMENCEMENT SHALL BE
 RECORDED AT PALM BEACH COUNTY COURTHOUSE
 AND A COPY SUBMITTED TO THIS OFFICE
 BEFORE A PERMIT CAN BE ISSUED.BLANK
 FORMS ARE AVAILABLE FROM THIS OFFICE.
  
 2) IMPACT FEES. THE PLANS SHALL BE TAKEN
 TO PALM BEACH COUNTY BUILDING DEPARTMENT
 FOR IMPACT FEE ASSESSMENT. THEY SHALL BE
 STAMPED AT THAT OFFICE AND A COPY OF THE
 PAID RECEIPT SUBMITTED TO THE CITY OF
 WEST PALM BEACH DEPT OF CONSTRUCTION
 SERVICES BEFORE A PERMIT CAN BE ISSUED.
  
 3) 61G1-16.004(6) FACTHE TITLE BLOCK
 ON THE ARCHITECTURAL PLANS SHALL INCLUDE
 THE PRINTED NAME OF THE ARCHITECT
 SEALING THE DOCUMENT.
  
 4) FBC* 104.2.4SITE SURVEY.A SIGNED
 AND SEALED SURVEY DRAWING PREPARED BY A
 QUALIFIED SURVEYOR IS REQUIRED (REF:
 472.025(1) FL. STATUTES)
  
 5) FBC 13-103.1.2THE SUBMITTED ENERGY
 CODE COMPLIANCE FORMS FOR THE
 RESIDENTIAL UNITS SHALL BE SIGNED BY THE
 BUILDING OWNER, THE OWNER'S ARCHITECT OR
 OTHER AUTHORIZED AGENT LEGALLY
 DESIGNATED BY THE OWNER.
  
 6) FBC 13-101.1.6NO ENERGY CODE
 COMPLIANCE FORMS HAVE BEEN SUBMITTED
 FOR THE FIRST FLOOR COMMERCIAL UNITS.
 THE WHOLE BUILDING (INCL. FUTURE TENANT
 SPACE) SHALL BE CONSIDERED.SHELL
 BUILDINGS SHALL BE SHOWN TO COMPLY WITH
 METHOD B (SEE SUB-CHAPTER 4).ALL
 ASSUMPTIONS MADE ABOUT SYSTEMS, NOT
 SHOWN ON THE CURRENT PLANS, SHALL BE
 LISTED AND APPENDED TO THE FORM 400B FOR
 SUBMITTAL.THIS WILL BE COMPARED TO THE
 ACTUAL SYSTEMS PROPOSED, AT A LATER, FOR
 INSTALLATION BY THE TENANT(S).THE
 ASSUMPTIONS LISTED ON THE APPENDIX SHEET
 SHALL BE AT LEAST THE MINIMUM STANDARD
 (LIGHTING, HVAC ETC) TO ALLOW THE WHOLE
 BUILDING TO BE OCCUPIED FOR IT'S
 INTENDED PURPOSE.
  
 7) FBC* F102.2.4ROOF COVERING IN THE
 FIRE DISTRICT.ANNOTATE THE PLANS TO
 SPECIFY FIRE BARRIER BOARD AND AN
 APPROPRIATE UNDERLAYMENT TO ACHIEVE THE
 REQUIRED CLASS A OR B RATING.
  
 8) FBC* F102.2.7ARCHITECTURAL TRIM ON
 BUILDINGS IN THE FIRE DISTRICT SHALL BE
 CONSTRUCTED OF APPROVED NON-COMBUSTIBLE
 MATERIALS OR FIRE RETARDANT TREATED
 WOOD.THE ELEVATIONS SHOW P.T. CEDAR
 WOOD SHAKE SIDING AND FASCIA, DECORATIVE
 WOOD TRELLIS MEMBERS AND OUTRIGGERS, AND
 WOOD BEAMS.AMEND THE PLANS TO
 DEMONSTRATE COMPLIANCE.
  
 9) FBC*F102.2.8THE CANVAS AWNING
 SUPPORTS SHALL BE OF NON-COMBUSTIBLE
 MATERIALS AND THE COVERING SHALL BE
 FLAME RESISTANT AS DETERMINED IN
 ACCORDANCE WITH FBC 3103.1.AMEND THE
 PLANS TO DEMONSTRATE COMPLIANCE.
  
 10) FBC 1604.1SHEET S0.2,
 PRE-ENGINEERED WOOD TRUSSES NOTE 4.THE
 TRUSSES SHALL BE DESIGNED FOR A BOTTOM
 CHORD LIVE LOAD NOT LESS THAN 10 PSF
 (RESIDENTIAL ATTICS WITHOUT STORAGE).
 ANNOTATE THE PLANS TO COMPLY.
  
 11) FBC 1606.2.4SHEET S4.0, WOOD TRUSS
 CONNECTION MARK B AND C (DOUBLE ANCHORS)
 ARE STATED AS HAVING TWICE THE UPLIFT
 CAPACITY OF A SINGLE ANCHOR.THIS IS
 NOT CORRECT FOR EMBEDDED ANCHORS SUCH
 HETA & HHETA BECAUSE THE FAILURE MODE IS
 INFLUENCED BY OVERLAPPING OF THE
 CONCRETE 'PULL-OUT CONES' FOR THE TWO
 ANCHORS (SEE 2003 SIMPSON CATALOGUE).
 AMEND THE SCHEDULE.
  
 12) FBC 1006.2.4SHEET A.7, NORTH
 ELEVATION AND EAST ELEVATION.THERE ARE
 WINDOWS WITHIN 10 FT VERTICALLY OF THE
 EXTERIOR EXIT STAIR.THESE WINDOWS
 SHALL BE 3/4 HOUR RATED ASSEMBLIES.
 AMEND THE PLANS
  
 13) FBC 1005.4THE THIRD FLOOR BEDROOM
 IN RESIDENTIAL UNIT 67 IS SHOWN ON SHEET
 A.4 AS HAVING WINDOW TYPE H.AN
 EMERGENCY EGRESS WINDOW IS REQUIRED.
 THE WINDOW SCHEDULE ON SHEET A.20 STATES
 THAT TYPE H IS A SINGLE HUNG WINDOW BUT
 THE ELEVATION DOES NOT SHOW IT AS SINGLE
 HUNG.CLARIFY THE PROPOSED WINDOW TYPE
 TO ENSURE THE EGRESS WINDOW REQUIREMENTS
 ARE MET.
  
 14) PRODUCT APPROVALS
 THE PROPOSED PRODUCTS SHALL HAVE STATE-
 WIDE OR LOCAL PRODUCT APPROVAL IN
 ACCORDANCE WITH RULE 9B-72 FAC (FOR
 STATEWIDE PRODUCT APPROVAL SEE
 WWW.FLORIDABUILDING.ORG/PR/PR_SRCH.ASP):
 (A) THE SECOND FLOOR ENTRANCE DOORS TO
 THE RESIDENTIAL UNITS ARE SPECIFIED ON
 THE DOOR SCHEDULE AS HOLLOW METAL.THIS
 DOES NOT CORRELATE WITH THE SUBMITTED
 PRODUCT APPROVAL NOA# 02-0109.03 WHICH
 IS FOR FIBERGLASS DOORS.AMEND THE DOOR
 SCHEDULE OR SUBMIT A RELEVANT DOOR
 PRODUCT APPROVAL.
 (B) THE SUBMITTED ALUMINUM FRENCH DOOR
 PRODUCT APPROVAL NOA# 02-0701.12 DOES
 CORRELATE WITH A STATEWIDE PRODUCT
 APPROVAL (#FL253) BUT IT IS A POOR COPY
 AND IS ALSO MISSING DRAWING SHEET
 2 OF 4.SUBMIT TWO LEGIBLE COPIES OF A
 COMPLETE PRODUCT APPROVAL.
 (C) THE SUBMITTED KAWNEER STOREFRONT
 DOOR PRODUCT APPROVAL NOA# 02-0523.05
 DOES CORRELATE WITH A STATEWIDE PRODUCT
 APPROVAL (#FL629) BUT IT IS A POOR COPY.
 SUBMIT TWO LEGIBLE COPIES OF THE PRODUCT
 APPROVAL.
 (D) THE SUBMITTED KAWNEER WINDOW WALL
 PRODUCT APPROVAL NOA# 02-0220.01 DOES
 CORRELATE WITH A STATEWIDE PRODUCT
 APPROVAL (FL#627) BUT ONLY ONE COPY WAS
 SUBMITTED BETWEEN BUILDINGS G & H.
 SUBMIT NOT LESS THAN TWO COPIES PER
 BUILDING.
 (E) THE SUBMITTED PGT INDUSTRIES
 ALUMINUM SINGLE HUNG WINDOW
 NOA# 02-0419.13 DOES CORRELATE WITH A
 STATEWIDE PRODUCT APPROVAL (#FL239) BUT
 ONLY ONE COPY WAS SUBMITTED BETWEEN
 BUILDINGS G & H.SUBMIT NOT LESS THAN
 TWO COPIES PER BUILDING.
 (F) THE SUBMITTED PGT INDUSTRIES
 ALUMINUM FIXED WINDOW NOA# 02-0806.04
 DOES CORRELATE WITH A STATEWIDE PRODUCT
 APPROVAL (#FL243) BUT THIS PRODUCT HAS
 NO IMPACT RATING SO SHUTTERS WILL BE
 REQUIRED.ALSO ONLY ONE COPY WAS
 SUBMITTED BETWEEN BUILDINGS G & H.
 SUBMIT NOT LESS THAN TWO COPIES PER
 BUILDING AND SUBMIT A CORRESPONDING
 PRODUCT APPROVAL FOR THE PROPOSED
 SHUTTERS OR IMPACT RATED FIXED WINDOWS.
 (G) SUBMIT AT LEAST TWO COPIES OF A
 PRODUCT APPROVAL FOR IMPACT RATED
 MULLIONS TO SUIT THOSE WINDOW
 CONFIGURATIONS WHICH REQUIRE WINDOWS TO
 BE MULLED TOGETHER.
 (H) THE SUBMITTED MBCI 5V CRIMP PANEL
 PRODUCT APPROVAL NOA# 02-0628.02 DOES
 NOT CORRELATE WITH ANY STATEWIDE PRODUCT
 APPROVAL.SPECIFY A PRODUCT THAT HAS
 STATEWIDE OR LOCAL PRODUCT APPROVAL.
 (I) THE SUBMITTED ELK CORP. VERSASHIELD
 UNDERLAYMENT PRODUCT APPROVAL
 NOA# 02-0327.03 DOES NOT CORRELATE WITH
 ANY STATEWIDE PRODUCT APPROVAL.SPECIFY
 A PRODUCT THAT HAS A STATEWIDE PRODUCT
 APPROVAL.
  
 15) IF NEW PLAN SHEETS ARE REQUIRED, IN
 ORDER TO ADDRESS THE ABOVE COMMENTS, THE
 OLD SHEETS SHALL BE REMOVED AND THE NEW
 SHEETS INSERTED.ONE COPY OF EACH OLD
 SHEET SHALL BE INCLUDED WITH THE
 RESUBMITTAL FOR COMPARISON OF REVISIONS.
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO
 TELEPHONE: (561) 805 6716ROBERT BROWN
 E-MAIL: [email protected]
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2005-03-30 Cont ID  
Sent By dpalmer Date 2005-03-30 Time 15:57 Rev Time 0.50
Received By dpalmer Date 2005-03-30 Time 15:23 Sent To  
Notes
2005-03-30 00:00:00** REV FOR TRASH RM ONLY.
  
 **** PLEASE SEE "PROVISO" FROM 1/04
 STILL HAS NOT BEEN SUBMITTED FOR REVIEW.
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2004-01-07 Cont ID  
Sent By dpalmer Date 2004-01-07 Time 07:28 Rev Time 1.00
Received By dpalmer Date 2004-01-07 Time 07:08 Sent To  
Notes
2004-01-07 00:00:00************ PROVISO **************
  
 1)NOTE: NEW SERVICE IS NOW SHOWN AND
 AIC RATINGS FOR APTS ETC ARE SHOWN ,
 HOWEVER, THIS IS NOT SHOWN FOR 1000A MCB
 PER 110.9
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 [email protected]
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2003-11-03 Cont ID  
Sent By dpalmer Date 2003-11-03 Time 06:30 Rev Time 1.25
Received By dpalmer Date 2003-11-03 Time 06:30 Sent To  
Notes
2003-11-03 00:00:00*********** UNSAT *****************
  
 1)NOTE: PLEASE SEE PLANS REFERENCE THE
 99 NEC AND WE ARE NOW UNDER THE 2002 NEC
 AS OF 7-1-03.
 PLEASE ADJUST PLANS.
  
 2)NOTE: PLEASE ALSO SEE THE REQUIREMENT
 FOR ARC FAULT PROTECTION HAS ALSO CHANGE
 -D PER 210.12
  
 3)NOTE: PLEASE SHOW RECEPT REQ'D PER
 210.62 FOR "SHOW" WINDOW RECEPTS. FIRST
 FLR.
  
 4)NOTE: PLEASE CHECK RECEPT SPACING PER
 210.52
  
 5)NOTE: PLEASE SHOW LOAD CALCULATIONS
 PER NEC 220. PLEASE ALSO SHOW ALL
 CONTINUOUS LOADS AT 125%. 215.3/230.42
 ETC.
  
 6)NOTE: PLEASE SIZE SEC'S PER 310.16 AND
 SERVICE SIZE. THERE IS NO OCP TO LIMIT
 SERVICE TO 600A'S. LOAD IS ALREADY
 SHOWN AT 593A AND CONDUCTORS ARE ONLY
 RATED FOR 610A'S AND TOTAL SERVICE
 PROVIDE FOR BLDG ANF UNITS IS OVER 900A'
 -S.? 230.42 ETC.
  
 7)NOTE: PLEASE SIZE GEC TO FOOTER STEEL
 PER 250.66 AND CONNECTION PER 250.50
  
 8)NOTE: PLEASE SEE FIRE REVIEW COMMENTS
 THAT WILL HAVE AN AFFECT ON ELECTRICAL
 PLANS. PLEASE ALSO SEE 700.12E FOR
 CIRCUITING.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 [email protected]
Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2003-11-04 Cont ID  
Sent By mamini Date 2003-11-04 Time 10:50 Rev Time 0.50
Received By mamini Date 2003-11-04 Time 10:49 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2005-04-11 Cont ID  
Sent By mwennerg Date 2005-04-11 Time 14:33 Rev Time 0.00
Received By mwennerg Date 2005-04-11 Time 14:33 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2004-01-02 Cont ID  
Sent By mcarsill Date 2004-01-02 Time 15:20 Rev Time 0.00
Received By mcarsill Date 2004-01-02 Time 15:20 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2003-10-31 Cont ID  
Sent By mcarsill Date 2003-10-31 Time 15:56 Rev Time 0.00
Received By mcarsill Date 2003-10-31 Time 15:56 Sent To  
Notes
2003-10-31 00:00:001) PLEASE CONFIRM THAT THIS BUILDING
 AND 1930 SOUTH DIXIE HIGHWAY ARE
 NOT LOCATED IN THE CITY FIRE LIMITS.
 CERTAIN RESTRICTIONS APPLY.
  
 2) NO FIRE SPRINKLER DRAWINGS PROVIDED
 WITH PLANS. BUILDING IS REQUIRED TO BE
 FIRE SPRINKLER PROTECTED PER FS
 553.895(2).
  
 3) NO FIRE ALARM PLANS PROVIDED WITH
 THE DRAWINGS. THE REQUIRED FIRE
 SPRINKLER SYSTEM IS REQUIRED TO BE
 MONITORED.
  
 4) BUILDING ADDRESS IS REQUIRED.
  
 5) PLEASE INDICATE PRESCRIPTIVE
 STRENGTH REQUIREMENTS FOR HANDRAILS.
  
 6) UNIT ENTRY DOORS ARE TO BE AT
 LEAST 20 MINUTE FIRE RATED.
  
 7) PORTABLE FIRE EXTINGUISHERS ARE
 REQUIRED.
  
 8) EMERGENCY LIGHTS FOR EXTERIOR STAIRS.
  
 9) HANDRAILS REQUIRED ON BOTH SIDES
 OF THE STAIRS.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 835-2910
Review Stop I INCOMING/PROCESSING
Rev No 9 Status N Date 2005-05-18 Cont ID  
Sent By adarroug Date 2005-05-18 Time 10:16 Rev Time 0.00
Received By adarroug Date 2005-05-18 Time 10:16 Sent To M
Notes
2005-05-18 00:00:00TO "PKRAUSS" BOX/REVISION
Review Stop I INCOMING/PROCESSING
Rev No 8 Status N Date 2005-04-14 Cont ID  
Sent By adarroug Date 2005-04-14 Time 13:06 Rev Time 0.00
Received By adarroug Date 2005-04-14 Time 13:06 Sent To B
Notes
2005-04-14 00:00:00TO "RBROWN" DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2005-03-28 Cont ID  
Sent By adarroug Date 2005-03-28 Time 14:35 Rev Time 0.00
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Notes
2005-03-28 00:00:00TO "RBROWN" DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2005-03-28 Cont ID  
Sent By adarroug Date 2005-03-28 Time 08:02 Rev Time 0.00
Received By rbrown Date 2005-03-28 Time 15:15 Sent To  
Notes
2005-03-28 00:00:00TO "COMM" BD#19
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2005-03-22 Cont ID  
Sent By adarroug Date 2005-03-22 Time 11:24 Rev Time 0.00
Received By adarroug Date 2005-03-22 Time 11:24 Sent To B
Notes
2005-03-22 00:00:00TO "RBROWN" DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2004-10-19 Cont ID  
Sent By csiegber Date 2004-10-19 Time 12:36 Rev Time 0.00
Received By csiegber Date 2004-10-19 Time 12:36 Sent To B
Notes
2004-10-19 00:00:00TO RB DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2004-08-19 Cont ID  
Sent By csiegber Date 2004-08-19 Time 10:52 Rev Time 0.00
Received By csiegber Date 2004-08-19 Time 10:52 Sent To B
Notes
2004-08-19 00:00:00TO RB DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2004-02-09 Cont ID  
Sent By csiegber Date 2004-02-09 Time 14:30 Rev Time 0.00
Received By csiegber Date 2004-02-09 Time 14:29 Sent To  
Notes
2004-02-09 00:00:00TO COMM BD#39
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2003-12-29 Cont ID  
Sent By csiegber Date 2003-12-29 Time 08:19 Rev Time 0.00
Received By csiegber Date 2003-12-29 Time 08:19 Sent To  
Notes
2003-12-29 00:00:00TO COMM BD#39
Review Stop L LANDSCAPING
Rev No 1 Status P Date   Cont ID  
Sent By prafter Date 2005-05-19 Time 11:13 Rev Time 1.00
Received By prafter Date 2005-05-19 Time 11:13 Sent To  
Notes
2005-05-19 00:00:00MECH. A/C REVISION M2 AND M3 .
  
 ALL NOTES / PROVISO FROM ORGINAL AND
 PREVIOUS REVISED PLANS MUST BE ADDRESED.
  
 PAT RAFTER 5/19/05.
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2005-05-02 Cont ID  
Sent By pkrauss Date 2005-05-02 Time 08:15 Rev Time 0.45
Received By pkrauss Date 2005-05-02 Time 08:15 Sent To  
Notes
2005-05-02 00:00:00PROVISO:
 RETAIL SPACE "C4" - PLEASE NOTE THE
 LOCATION OF THE OUTSIDE AIR INTAKE IN
 RELATION TO THE DISCHARGE FROM THE
 CONDENSING UNIT.OUTSIDE AIR SHALL BE
 LOCATED AS TO NOT RECIRCULATE THE
 HEAT/EXHAUST AIR FROM THE CONDENSING
 UNIT.O.A. INTAKE SHALL BE LOCATED A
 MINIMUM OF 10 FT FROM ALLEYS, PARKING OR
 LOADING AREAS.2001 FBC/M 401.5.1
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561)805-6719.
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2004-02-18 Cont ID  
Sent By pkrauss Date 2004-02-18 Time 10:23 Rev Time 0.45
Received By pkrauss Date 2004-02-18 Time 10:14 Sent To  
Notes
2004-02-18 00:00:00PROVISO:
 REFERENCE PLAN SHEET AC.1 RETAIL SPACE
 C6, THE LOCATION OF THE OUTSIDE AIR
 INTAKE IN RELATION TO THE CU-1.PLEASE
 ARRANGE OUTSIDE AIR DUCT AS NOT TO
 RECIRCULATE HOT AIR DICHARGED FROM CU-1.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561) 805-6719.
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2004-01-08 Cont ID  
Sent By pkrauss Date 2004-01-08 Time 06:43 Rev Time 1.00
Received By pkrauss Date 2004-01-07 Time 16:50 Sent To  
Notes
2004-01-08 00:00:00DENIED:
 RESIDENTIAL:
 1.PER 2001 FBC(M) 403.3, VENTILATION
 SYSTEMS, FOR OTHER THAN R-3 (ONE & TWO
 FAMILY DWELLINGS), SHALL BE DESIGNED TO
 SUPPLY THE MINIMUM OUTSIDE AIR IN
 ACCORDANCE WITH TABLE 403.3.PLEASE
 PROVIDE OUTSIDE AIR CALCULATIONS.
 INDICATE OUTSIDE AIR DUCT SIZE,
 MATERIAL, LAYOUT AND INTAKE ON THE PLAN.
  
 2.PLAN SHEET AC.3 INDICATES DUCT TO
 2ND FLOOR IN RATED SHAFT. PLEASE
 PROVIDE SHAFT DETAIL.
  
 RETAIL:PLANS ARE CODE COMPLIANT.
  
 PLEASE NOTE:
 PLANS DO NOT INDICATE THE USE OF THE
 RETUAIL SPACE.BECAUSE OF THE LOCATION
 AND PROOPERTY LINES, ALLOWANCE FOR A
 RESTAURANT MAY BE DIFFICULT SHOULD
 CONSIDERATION NOT BE GIVEN FOR THE
 INSTALLATION OF GREASE DUCT NOT BE MADE
 AT THE BEGINNING OF CONSTURCTION.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561) 805-6719.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2003-11-04 Cont ID  
Sent By pkrauss Date 2003-11-04 Time 07:08 Rev Time 0.50
Received By pkrauss Date 2003-11-04 Time 07:08 Sent To  
Notes
2003-11-04 00:00:00DENIED: BUILDING H
 1.OUTSIDE AIR REQUIRED AS PER 2001
 FBC(M) TABLE 403.3.
  
 2. CEILING FIRE DAMPERS REQUIRED AS
 DICTATED BY BUILDING CONSTRUCTION, SEE
 1 HR RATED ASSEMBLY ON PLAN SHEET A.12.
 SEE ALSO DETAIL 15 ON PLAN SHEET A.16.
 PLEASE INDICATE LOCATION OF DAMPERS AS
 REQUIRED PER 2001 FBC(M) 607.6.
  
 3. ATTIC ACCESS OPENING SHALL BE NO LESS
 THAN 30" X 22" AS PER 2001 FBC(M) 306.3
 ATTIC INSTALLATION REQUIREMENTS:
 2001 FBC CHAPTER 13 610.1.ABC.3.5.2 -
 1. THE SERVICE PANEL OF THE EQUIPMENT IS
 LOCATED WITHIN 6 FT OF AN ATTIC
 ACCESS.THE PASSAGEWAY SHALL NOT BE
 LESS THAN 24" WIDE AND HAVE A SOLID
 AND CONTINUOUS FLOORING.
 2. A DEVICE IS INSTALLED TO ALERT THE
 OWNER OR SHUT DOWN WHEN THE
 CONDENSATE DRAIN IS NOT WORKING
 PROPERLY.
 4. A NOTICE IS POSTED ON THE ELECTRIC
 SERVICE PANEL INDICATING TO THE
 HOMEOWNER THAT THE AIR HANDLER IS
 LOCATED IN THE ATTIC.
  
 4. PLEASE CLARIFY PLAN SHEET A.2 FLOOR
 PLAN NOTE #10 DRYER VENT ABOVE GARAGE
 DOOR.PLANS DO NOT INDICATE A GARAGE.
  
 5. PLAN SHEET AC.2 INDICATES EXHAUST
 DUCT PENETRATING FLOOR AND THROUGH TO
 THE SECOND FLOOR.WILL THIS DUCT BE
 IN A RATED SHAFT BEING IT IS PENETRATING
 A FIRE RATED ASSEMBLY?
  
 RETAIL:
 1. FAN SHUTDOWN BY DUCT SMOKE DETECTOR
 WITH NOTIFICATION TO ALARM/STROBE AS PER
 2001 FBC(M) 606.2.1 & NFPA 90A 4-4.4.3.
  
 2. PLAN DO NOT INDICATE USE OF THE
 RETAIL SPACE.BECAUSE OF THE LOCATION
 AND PROPERTY LINES, ALLOWANCE FOR A
 RESTAURANT MAY BE DIFFICULT SHOULD
 CONSIDERATION NOT BE GIVEN FOR THE
 INSTALLATION OF GREASE DUCT NOT BE MADE
 AT THE BEGINNING OF CONSTRUCTION.
Review Stop P PLUMBING
Rev No 3 Status F Date 2005-04-23 Cont ID  
Sent By kstevens Date 2005-04-23 Time 09:40 Rev Time 0.75
Received By kstevens Date 2005-04-23 Time 09:40 Sent To  
Notes
2005-04-23 00:00:00DENIED
 REFERENCE: FBC-2001 CHAPTER 1
 FLORIDA ADMINISTRATIVE CODE
 FLORIDA STATUTES
  
 1) SHT P.1 PIPING TO 2" RISER UPSTREAM
 OF THE TOILET ROOMS OF RETAIL C1 NOT
 SHOWN. DRINKING FOUNTAINS ARE NOT SHOWN
 FOR RETAIL SPACES 2, 3, & 4, PLEASE
 CLARIFY. SECTION 104.2.1.
 2) SANT. RISER DIAGRAM DOES NOT REFLECT
 THE PIPING LAYOUT SHOWN ON SHT P.1, AND
 RISER DIAGRAM SHALL BE AN ISOMETRIC FORM
 SHOWING ALL PIPE SIZES, VENTING ECT.
 3) A TITLE BLOCK MUST APPEAR ON ALL
 ARCHITECTURAL DRAWINS. FAC 61G1-16.004 &
 FS 481.2055. THESE ARE NOT ON THE RISER
 DIAGRAMS SUBMITTED.
  
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop P PLUMBING
Rev No 2 Status P Date 2004-01-14 Cont ID  
Sent By kstevens Date 2004-01-14 Time 12:07 Rev Time 0.50
Received By kstevens Date 2004-01-14 Time 12:07 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2003-11-03 Cont ID  
Sent By kstevens Date 2003-11-03 Time 18:46 Rev Time 0.50
Received By kstevens Date 2003-11-03 Time 18:46 Sent To  
Notes
2003-11-03 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 1
  
 1) SHT P.1 PLUMBING NOTES #15, WATTS
 530C NOT APPROVED FOR MULTI-HEATER USE
 PER MANUFACTURE INFORMATION. WATTS 530
 APPROVED FOR INDIVIDUAL HEATER USE ONLY.
 PROVIDE INFORMATION FOR THERMAL EXPANS-
 ION CONTROL PER 607.3.2. ALSO SEE WATER
 RISER DETAIL SHT P.4 AND WATER HEATER
 DETAIL SHT P.5.
 2) SHT P.4 WATER HAMMER ARRESTORS ARE
 REQUIRED PER SECTION 604.9 FOR WASH
 MACHINES, DISHWASHERS, AND ICE MAKERS.
 SHOW WATER HAMMER ARRESTORS ON THE WATER
 RISER LOCATED NEAR THE FIXTURES IN AN
 "EFFECTIVE RANGE" NOT IN THE CEILING.
 MANUF. INSTALLATION INSTRUCTIONS AND
 PDI-WH 201.
 3) AN RPZ BACKFLOW IS REQUIRED ON THE
 WATER SERVICES.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop Z ZONING
Rev No 1 Status P Date 2003-11-03 Cont ID  
Sent By mmclean Date 2003-11-03 Time 11:17 Rev Time 0.00
Received By mmclean Date 2003-11-03 Time 11:17 Sent To I
Notes
2003-11-03 00:00:0011/03/03 OK PER ERIC SCHNEIDER MM


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