Plan Review Details - Permit 04090363
Plan Review Stops For Permit 04090363
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2006-07-19 Cont ID  
Sent By jwitmer Date 2006-07-19 Time 07:42 Rev Time 0.55
Received By jwitmer Date 2006-07-19 Time 07:42 Sent To PC
Notes
2006-07-19 00:00:00DAILY REPORTS 5-22-06
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2005-08-28 Cont ID  
Sent By jwitmer Date 2005-08-28 Time 09:11 Rev Time 0.55
Received By jwitmer Date 2005-08-28 Time 09:11 Sent To PC
Notes
2005-08-28 00:00:00SUBMITTALS 8-28-05
 TIE IN SURVEY
 SOILS LETTER
 TERMITE TREATMENT
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2005-06-13 Cont ID  
Sent By jwitmer Date 2005-06-13 Time 13:35 Rev Time 0.55
Received By jwitmer Date 2005-06-13 Time 13:35 Sent To  
Notes
2005-06-13 00:00:00SHORING PLAN OK
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2005-03-15 Cont ID  
Sent By jwitmer Date 2005-03-15 Time 14:24 Rev Time 2.22
Received By jwitmer Date 2005-03-10 Time 14:24 Sent To PC
Notes
2005-03-15 00:00:00PERMIT #'S 04090369, 04090385, 04090390,
 04090394 & 04090400
  
 BLDGS # 19, 24,28,32 & 34
  
 4670, 4690, 4695,4710 & 4740 PORTOFINO
 WAY
  
 BUILDING PROVISO:
  
 1)TRUSS DRAWINGS TO BE REVIEWED BY THE
 DESIGN PROFESSIONAL.
  
 2)TRUSS DRAWINGS TO BE RESUBMITTED
 BEFORE THE TRUSS ANCHOR AND TRUSS
 FRAMING INSPECTION WITH CORRECTIONS.
 .TRUSS ENGINEERING - IF THEY USE
 "FBC2001/ANSI95" FOR THE CODE, ALONG
 WITH THE PLATES INCREASE OF 1.33, IT
 USES A STRESS INCREASE FOR STEEL WHICH
 IS NOT PERMISSIBLE.THIS IS PER MITEK,
 THE SOFTWARE COMPANY.THE CORRECT CODE
 REFERENCE IS "FBC2001/TPI2002", WHICH
 DOES NOT TAKE A STRESS INCREASE FOR
 STEEL EVEN IF A 1.33 PLATE INCREASE IS
 USED.
  
 3) TRUSS SHOP DRAWING TO BE ORIGINAL
 SIGNATURES AND SEAL OR HAVE A SIGNED &
 SEALED INDEX PAGE LISTING ALL DRAWINGS.
 SEE 61G15-23.002(2)
  
  
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2005-03-10 Cont ID  
Sent By jwitmer Date 2005-03-10 Time 14:15 Rev Time 2.22
Received By jwitmer Date 2005-03-10 Time 14:15 Sent To PC
Notes
2005-03-10 00:00:0004090363
 BLDG # 18
 4660 PORTOFINO WAY
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2004-10-26 Cont ID  
Sent By jwitmer Date 2004-10-26 Time 15:07 Rev Time 0.00
Received By jwitmer Date 2004-10-26 Time 15:07 Sent To  
Notes
2004-10-26 00:00:00BUILDING PLAN REVIEW
  
 PORTOFINO PHASE II LAND, LTD
  
 BUILDING TYPE II
  
 PERMIT: 04090363BLDG# 18
 ADD: 4660 PORTOFINO WAY
 PERMIT: 04090386BLDG# 25
 ADD: 4640 PORTOFINO WAY
 PERMIT: 04090389BLDG# 27
 ADD: 4625 PORTOFINO WAY
 PERMIT: 04090391BLDG# 29
 ADD: 4700 PORTOFINO WAY
 PERMIT: 04090397BLDG# 33
 ADD: 4720 PORTOFINO WAY
  
 CONT: EPOCH PROPERTIES, INC
 TEL: (407)718-8932
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1STREVIEW
 ACTION: DENIED
  
 1) THE INCORECT PROPERTY CONTROL NUMBER
 WAS USED & CORRECT THE ADDRESSES FOR
 PHASE II DATED SEPT 21/04.
  
 2) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 3) SHEET A-U13 DETAILS INDICATE THE USE
 OF SEMCO STRAPS. SEMCO WAS BOUGHT OUT IN
 1999 BY USP, UPDATE PLANS TO REFLECT THE
 MANUFACTURER, MODEL NUMBER, AND LOADS TO
 BE IMPOSED. A-T1.3 HURRICANE STRAP/
 CONNECTION NOTES ALSO REFRENCE SEMCO
 PRODUCTS. DELETE SEMCO FROM A-DT4.
  
 4) SHEET A-U13 DETAIL# 5, RISERS ARE TO
 COMPLY WITH 1007.3.1. RISERS SHALL BE A
 MAXIMUM HEIGHT OF 7".
  
 5) SHEET A-T2.3 ROOF SHEATHING NOTES, 23
 .22.2.5 DEALS WITH THE HIGH VELOCITY
 HURRICANE ZONES, 2306.1* ZONE# 3 EDGE
 NAILING ZONES BETWEEN 25'-35' REQUIRE
 8D RING SHANK NAILS @ 4" O.C. EDGES &
 6" O.C. INTERMEDIATES.
 ENGINEER OF RECORD WILL PROVIDE ADDTION-
 AL INFORMATION ON ROOF SHEATHING NAILING
 ABOVE 35'.
  
 6) SHEET A-T2.3 HURRICANE STRAPS:
 A) USP TSUA24/26 TUNNEL TIE NOT LISTED
 IN THE 2004 CATALOG.
 B) USP DTC LISTED IN THE USP CATALOG AS
 A ROOF TRUSS CLIPS
 C) USP RT 24 VALUE ON THE PLANS IS HIGH
 SEE FOOTNOTE IN USP ( VALUE REPRESENT
 LOADS WHICH DO NOT INCLUDE A STEEL
 INCREASE ON THE STEEL CALCULATION).
 1609.4.3 LOAD REDUCTION.
 WHEN STRUCTURAL EFFECTS DUE TO TWO OR
 MORE LOADS IN COMBINATION WITH DEAD LOAD
 ARE INVESTIGATED IN LOAD COMBINATIONS OF
 1609.4.1 OR 1609.4.2, THE COMBINED
 EFFECTS DUE TO THE TWO OR LOADS MULTI-
 PLIED BY 0.75 PLUS EFFECTS DUE TO DEAD
 LOADS SHALL NOT BE LESS THAN THE EFFECTS
 FROM THE LOAD COMBINATION OF THE DEAD
 LOAD PLUS THE LOAD PRODUCING THE LARGEST
 EFFECTS. INCREAS IN ALLOWABLE STRESS SPE
 CIFIED IN THE MATERIALS SECTIONS OF THIS
 CODE OR A REFRENCED STANDARD SHALL NOT
 BE USED WITH THESE LOAD COMBINATIONS
 EXCEPT THAT A DURATION OF LOAD INCREASE
 SHALL BE PERMITTED IN ACCORDANCE WITH
 CHAPTER 23.
  
 7)903.8.2 FLOR ST STATUTE 553.895(2)
 ALL RESIDENTIAL BUILD. 3 OR MORE STORIES
 TALL WHETHER DESIGNATED AS TOWNHOUSE,
 CONDOMINIUMS, "APARTMENT HOUSES,
 TENEMENTS, GARDEN APARTMENTS OR BY ANY
 OTHER NAME SHALL BE SUPPLIED BY FIRE
 SPRINKLERS MEETING NFPA 101.
  
 8) A-DT1 WINDOW & DOOR SCHEDULE, PLANS
 DO NOT INDICATE IF THIS SCHEDULE IS FOR
 (4) INTERIOR ZONES OR (5) END ZONES.
 ALSO THERE IS A MULTIPLIER OF 1.12 FOR
 OVER 40', SEE 1606.2D.
  
 9) A-DT1 HARDWARE NOTES (6) IMPLIES THAT
 ON THE 2ND & 3RD FLOORS ONLY THE SLIDING
 GLASS DOORS REQUIRES IMPACT GLASS. THE
 CITY'S OFFICIAL INTERPRETATION LIST ON
 LARGE PROJECTS THAT PRE-STORM PREPARED-
 NESS PLAN MUST BE SUBMITTED BY THE PROP-
 ERTY OWNERS OR MANAGING AGENT FOR REVIEW
 BY THE CONSTRUCTION DEPARTMENT. ANY SUCH
 PLAN SHALL INCLUDE, AT A MINIMUM ON-SITE
 LOCATION OF SHUTTERS, PARTY RESPONSIBLE
 FOR SECURRING THE SHUTTERS, (SAID PARTY
 RESPONSIBLE FOR SECURING THE SHUTTERS,
 SAID PARTY MUST LIVE WITHIN PALM BEACH
 COUNTY) THE TOTAL NUMBER OF OPENINGS TO
 BE PROTECTED AND THE TOTAL TIME REQUIRED
 TO SECURE ALL OPENINGS. PROTECTION OF
 OPENINGS SHALL BE ACCOMPLISHED WITHIN
 (12) HRS OR LESS OF THE NATIONAL WEATHER
 SERVICE OF A HURRICANE WATCH.
  
 10) SHEET A-DT2 DETAILS 7&8 PROVIDE A
 CLEAR DETAIL OF THE STUCCO REVEL & THE
 EXSPANSION CONTROL JOINT, (ASTMC-1063)
 INDICATE HOW THE WATER TIGHT MEMBRANE
 WILL OCCUR, BE INSTALLED?
  
 11)PLANS, SPECIFICATIONS,REPORTS OR
 OTHER DOCUMENTS PREPARED BY THE DESIGN
 PROFESSIONAL AND BEING FILED FOR PUBLIC
 RECORD SHALL HAVE THE SIGNATURE AND
 SEAL OF THE DESIGN PROFESSIONAL AFFIXED
 TO THE DOCUMENT.
 FL STATE STAT: 61G15-23.002 ENGINEERS
 FL ATATE STAT: 61G16.003 ARCHITECTS
 GEOTECH REPORTS NOT SIGNED & SEALED.
  
 12)PRODUCT APPROVALS SUBMITTED WITH
 PERMIT APPLICATION AFTER OCTOBER 1, 2003
 ARE REQUIRED TO COMPLY WITH THE FLORIDA
 PRODUCT APPROVAL SYSTEM. FOR INFORMATION
 PLEASE SEE THE STATE WEBSITE AT
 WWW.FLORIDABUILDING.ORG. PRODUCTS WITH
 STATEWIDE APPROVAL ARE REQUIRED TO BE
 SUBMITTED WITH A COVER SHEET THAT LISTS
 THE PRODUCT IDENTITY NUMBER FROM THE
 STATE. IF THE PRODUCT DOES NOT HAVE
 STATEWIDE APPROVAL, SUBMIT AN APPLICA-
 TION FOR LOCAL PRODUCT APPROVAL OR SITE
 SPECIFIC FORM PER RULE 9B-72. SEE
 ATTACHMENT. WWW.FLORIDABUILDING.ORG
  
 13)FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE AS
 FOLLOWS:
 A) FRONT DOOR MASONITE REPORTS ARE
 ILEGABLE, PROVIDE CLEAR COPIES
 B) CLOSPAY GARAGE DOORS- MISSING THE
 FLORIDA PRODUCT APPROVAL COVER SHEET.
 C) ROOFING ASSEMBLIES-
 1) HANSON ROOF TILE INDICATE THE
 METOF OF ATTACHMENT.
 2) MISSING THE FL COVERSHEET
 3)MISSING REPORTS FOR THE UNDERLAYMENT
 D) NOTHING ON THE SLIDING GLASS DOORS
 E) WINDOWS- MISSING THE FLORIDA PRODUCT
 APPROVAL COVERSHEET.
 F) STRUCTURAL COMPONENTS- MISSING INFOR-
 MATION FOR TRUSS ANCCHORS, FL APPROVAL.
 G) RAILINGS- NO INFORMATION SUBMITTED
 H) SOFFITS NO INFORMATION SUBMITTED.
  
 14) FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 THERE SEEMS TO BE A DISCREPANCY IN THE
 RECOMENDATIONS OF THE GEO TECH ENGINEER.
 THE STRUCTURAL SHEETS INDICATE A WF-16A
 FOUNDATION. THE GEOTECH REPORT RECOMENDS
 THE FOUNDATION BE 18" BELOW FINISH GRADE
 & THE MINIMUM OF 24" WIDE, WHY WAS THE
 GEOTECH REPORT RECOMENDATIONS NOT FOLLOW
 ED?
 THE SECOND ISSUE WITH THE FOUNDATION
 DEALS WITH THE APPLICATION OF GYPSUM
 WALLBOARD SHEATHING, 2504.4.1 DEALS WITH
 THE APPLICATION OF EXTERIOR GYPSUM WALL-
 BOARD SHEATHING, THE GYPSUM BASE VENEER
 SHALL BE DONE WITH 2506 OR GA 216. IN
 GA216-4.6.6. GYPSUM BOARD USED IN BUILD-
 ING CONSTRUCTION SHALL BE NOT LESS THAN
 8" FROM FINISH GRADE.
 THE ADDITIONAL 8" FROM THE BOTTOM OF
 THE GYPSUM BOARD TO GRADE HAS NOT BEEN
 ADDRESSED?
  
 15)BEFORE A PERMIT TO CONSTRUCT, MAY
 BE ISSUED, IMPACT FEES MUST BE PAID TO
 PALM BEACH COUNTY. THE ACTUAL PERMIT
 SET OF PLANS MUST BE STAMPED BY THAT
 OFFICE, AND A COPY OF THE PAID RECEIPT
 ATTACHED TO THE PERMIT APPLICATION.
 PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL LETTER
 LISTING THE ORIGINAL REVIEW COMMENT NUM-
 BER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICA
 TION PAGE WHERE THE CHANGES CAN BE FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. THANK
 YOU FOR YOUR ANTICIPATED COOPERATION.
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop E ELECTRICAL
Rev No 4 Status P Date 2005-03-07 Cont ID  
Sent By dpalmer Date 2005-03-07 Time 18:05 Rev Time 0.50
Received By dpalmer Date 2005-03-07 Time 18:05 Sent To  
Notes
2005-03-07 00:00:00BLDG TYPE II
  
 ELECTRICAL SHEETS STAMPED FOR ALL THREE
 SETS.
Review Stop E ELECTRICAL
Rev No 3 Status F Date 2005-02-15 Cont ID  
Sent By dpalmer Date 2005-02-15 Time 06:03 Rev Time 0.00
Received By dpalmer Date 2005-02-15 Time 06:03 Sent To  
Notes
2005-02-15 00:00:00******* UNSAT *****
  
  
  
  
 1)NOTE: PLEASE SEE OCP FOR SOME A/C
 UNITS HAVE NOT BEEN CHANGED.
  
 3)NOTE: PLEASE SEE MIN ALUM TO BE #2, #3
 SHOWN ON FEEDERS.
  
 4)NOTE: PLEASE SEE AS-1 STILL REFERENCES
 WRONG ELECTRICAL CODE.
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2004-12-30 Cont ID  
Sent By dpalmer Date 2004-12-30 Time 07:52 Rev Time 1.00
Received By dpalmer Date 2004-12-30 Time 06:26 Sent To  
Notes
2004-12-30 00:00:00********* UNSAT 2ND REVIEW *********
  
 BLDG TYPE II
  
 PLEASE SEE SOME NOTES FROM PREVIOUS
 REVIEW STILL NEED TO BE ADDRESSED.
  
 1)NOTE: NOTE #1: NO. PLEASE SEE PLANS
 STILL REFERENCE THE 2001 NEC. THIS WAS
 CORRECTED ON ED-1, PLEASE SEE AS-1
 PLEASE ALSO SEE ED-1, CODE REFERENCED ON
 PREVIOUS PLANS FROM THE 96 NEC WAS
 CHANGED, HOWEVER CODE IN THE 2002 WHICH
 CORRELATES WITH SAME CODE REFERENCED ON
 PREVIOUS PLANS(96) IS 250.50 FOR
 GROUNDING ELECTRODE SYSTEMS.
  
 2)NOTE: NOTE #2, YES? PLEASE SEE THE
 EQUIPMENT GROUNDING CONDUCTOR FROM METER
 TO MAIN WAS REMOVED AS REQUIRED UNDER
 250.6,250.24, HOWEVER THE EQUIPMENT
 GROUNDING CONDUCTOR FROM MAIN DISC TO
 10HP PUMP WAS ALSO REMOVED. PLEASE SEE
 250.122 FOR SIZING.
  
 3)NOTE: NOTE #3 OK
  
 4)NOTE: NOTE #4 OK
  
 5)NOTE: NOTE #5 NO, PLEASE SEE PREVIOUS
 NOTES, MANY OF THE UNITS ARE STILL
 SHOWING SD'S ON MORE THAN ONE CIRCUIT.
 THESE ARE REQUIRED TO WIRED "IN-LINE",
 IF WIRED AS SHOWN, THEN THERE WOULD BE
 220V ON 120V SD'S. PLEASE SEE PLANS,
 MANY OF THESE HAVE BEEN REDLINED ON ONE
 SET.
  
 6)NOTE: NOTE #6 NO, PLEASE SEE THERE ARE
 UNITS WHICH DO NOT MEET 424.3B
 THE AMPACITY OF THE BRANCH-CIRCUIT
 CONDUCTORS AND THE RATING OR SETTING OF
 OVERCURRENT PROTECTIVE DEVICES SUPPLYING
 FIXED ELECTRIC SPACE-HEATING EQUIPMENT
 CONSISTING OF RESISTANCE ELEMENTS WITH
 OR WITHOUT A MOTOR SHALL NOT BE LESS
 THAN 125 PERCENT OF THE TOTAL LOAD OF
 THE MOTORS AND THE HEATERS.
 PLEASE SEE THERE WERE MORE THAN JUST THE
 8KW UNITS.
  
 7)NOTE: NOTE #7 OK
  
 8)NOTE: NOTE #8 OK
  
 9)NOTE: NOTE #9 OK
  
 10)NOTE: NOTE #10 OK
  
 11)NOTE: NOTE #11 OK
  
 PLEASE SEE POSSIBLE COMMENTS FROM OTHER
 REVIEWER(S) WHICH MAY AFFECT ELECTRICAL
 PLANS.
  
 PLEASE REMOVE ALL OLD/VOIDED SHEETS FROM
 SETS AND INSERT NEW SHEETS INTO THREE
 COMPLETE SETS FOR REVIEW AND STAMPING.
  
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE DO NOT HESITATE TO CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CITY OF WEST PALM BEACH
 CONSTUCTION SERVICES DEPT.
 561-805-6717
 [email protected]
  
  
 *** BALANCED OWED FOR PLAN REVIEW FEE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2004-10-07 Cont ID  
Sent By dpalmer Date 2004-10-07 Time 09:54 Rev Time 4.00
Received By dpalmer Date 2004-10-07 Time 06:06 Sent To  
Notes
2004-10-07 00:00:00************** UNSAT *******************
  
 BLDG TYPE II, BLDG'S 18,25,27,29,33
  
 1)NOTE: PLEASE SEE PLANS REFERENCE A
 2001 NEC. PLEASE ALSO SEE GROUNDING
 DETAIL/NOTES ON ED-1 REFERENCES CODE
 FROM 96 NEC.
 WE ARE CURRENTLY UNDER THE 2002 NEC.
  
 2)NOTE: PLEASE SEE RISER IN SITE PLAN.
 SHOWS AN EQUIPMENT GROUNDING CONDUCTOR
 INSTALLED FROM METER TO MAIN. PLEASE
 SEE 250.6,250.24
  
 3)NOTE: PLEASE SEE MANY UNITS ARE MISS-
 -ING CIRCUITING SHOWN FOR RECEPT ABOVE
 DOOR IN CLOSET AND RECEPT IN LIVING RM
 ALCOVE AREA.
  
 4)NOTE: PLEASE SEE "LOCK-OFF " BRKR
 MUST BE APPROVED BY THE CITY OF WEST
 PALM BEACH BEFORE USE AS MEANS OF DISC
 FOR WATER HEATER. IF WH IS W/IN SITE,
 THERE IS NO NEED FOR THIS.
  
 5)NOTE: SMOKE DETECTORS ARE REQUIRED
 INSIDE AND OUTSIDE ALL SLEEPING ROOMS.
 ON EACH LEVEL OF A MULTI-LEVEL DWELLING
 UNIT.
 IN CLOSE PROXIMITY OF STAIRWAYS LEADING
 TO FLOORS ABOVE AND IN THE VICINITY OF
 BEDROOMS.
 PLEASE ALSO NOTE, SD'S ARE REQ'D TO BE
 A MIN OF 3' FROM BATHROOM DOORS AND
 KITCHENS.
 ABOVE PER:FBC 905.2, NFPA-72 8-1.4
 NFPA-72 8-1.4.6.1.2
 PLEASE SEE THERE ARE SD'S WHICH ONLY
 NEED TO BE RELOCATED TO AREA OF STAIRS
 LEADING TO FLOOR ABOVE AND AT THE TOP OF
 STAIRS.
 PLEASE ALSO SEE CIRCUITING FOR SD'S IN
 MANY OF THE 2/3 BEDRM UNITS. SOME SHOW
 SD'S BEING ON UP TO THREE SEPARATE
 CIRCUITS IN ONE UNIT. SMOKE DETECTORS
 ARE REQUIRED TO BE WIRED IN-LINE AND IF
 ON THREE SEPARATE CIRCUITS, THIS WOULD
 NOT BE POSSIBLE.
  
 6)NOTE: PLEASE SEE 424.3B FOR MIN OCP
 REQUIRED FOR AHU'S. PLEASE THIS ONLY
 APPLIES TO SOME OF THE UNITS.
  
 7)NOTE:PLEASE SEE 210.52G FOR RECEPT
 IN GARAGE'S. PLEASE ALSO SEE 210.8 FOR
 GFI PROTECTION.
  
 8)NOTE: PLEASE CLARIFY ACCESS TO ATTIC
 IN LOFT UNITS. IT APPEARS THESE ARE
 ACCESSIBLE FROM EACH UNIT, YET LT IS FED
 FROM HOUSE PANEL. IF THESE ARE AT EACH
 UNIT AND USED FOR THOSE UNITS, THEN THAT
 PARTICULAR ATTIC LT MUST BE FED FROM
 THAT INDIVIDUAL UNIT PANEL.
 210.25
  
 9)NOTE: PLEASE NOTE/SPECIFY OCP/BRKRS
 AT METER CENTERS. CAN BE IN NOTE FORM.
  
 10)NOTE: PLEASE CORRELATE PLANS/FEEDERS
 FOR ALUMIMUN CONDUCTORS WITH NOTE #20A
 ON NOTES SHEET.
 MENTIONS ALL ALUM TO BE NO SMALLER THAN
 #1 FOR 100A'S?
  
 11)NOTE: PLEASE SEE NOTE #24 ON ED-1,
 THIS MENTIONS VOLTAGE AT 120/208V,
 PLEASE SEE PANELS INDICATE 120/240V
  
 PLEASE SEE SOME OF THESE ABOVE ITEMS
 HAVE BEEN REDLINED ON ONE OF THE SETS.
  
 PLEASE REMOVE ALL OLD/VOIDED SHEETS AND
 INSERT NEW SHEETS INTO COMPLETE SETS FOR
 REVIEW AND STAMPING.
  
 PLEASE SEE ANY POSSIBLE COMMENTS FROM
 OTHER REVIEWERS WHICH MAY HAVE AN AFFECT
 ON ELECTRICAL PLANS.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE DO NOT HESITATE TO CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CITY OF WEST PALM BEACH
 CONSTUCTION SERVICES DEPT.
 561-805-6717
 [email protected]
Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2004-09-30 Cont ID  
Sent By mamini Date 2004-09-30 Time 10:39 Rev Time 1.00
Received By mamini Date 2004-09-30 Time 10:39 Sent To  
Notes
2004-12-06 00:00:00PASSED:
  
 1. SEE PERMIT# 04120218 FOR
 UNDERGROUND UTILITIES AND SITE WORK,
 PHASE II.
  
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2005-03-01 Cont ID  
Sent By nmccray Date 2005-03-01 Time 15:50 Rev Time 0.00
Received By nmccray Date 2005-03-01 Time 15:50 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2005-01-25 Cont ID  
Sent By mcarsill Date 2005-01-25 Time 15:51 Rev Time 0.00
Received By mcarsill Date 2005-01-25 Time 15:51 Sent To  
Notes
2005-01-25 00:00:001. NO ILLUMINATED EXIT SIGNS SHOWN
 ON THE FIRST FLOOR LEVEL.
  
 2. APARTMENTS FOR THE HANDICAPPED
 SHALL BE EQUIPPED WITH A/V DEVICES
 CONNECTED TO THE FIRE ALARM SYSTEM.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 835-2910.
  
 ALSO INCLUDES PERMITS
 04090363
 04090386
 04090389
 04090391
 04090397
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2004-12-07 Cont ID  
Sent By nmccray Date 2004-12-07 Time 09:32 Rev Time 0.00
Received By nmccray Date 2004-12-07 Time 09:32 Sent To  
Notes
2004-12-07 00:00:001) WORK IS TO COMPLY WITH NFPA 241.
  
 2) WET FIRE HYDRANTS ARE REQUIRED PRIOR
 TO, DURING AND AFTER CONSTRUCTION.
  
 3) ILLUMINATED EXIT SIGNS ARE REQUIRED
 ON THE FIRST FLOOR.
  
 4) PLEASE PROVIDE PRESCRIPTIVE STRENGTH
 REQUIREMENTS FOR BALCONY RAILINGS.
  
 5) ELECTRONIC SWITCHES ARE REQUIRED ON
 THE FIRE LINE BACKFLOW DEVICES.
  
 6) FIRE ALARM SYSTEMS SHALL BE UL
 LISTED
 FOR CENTRAL STATION SERVICE.
  
 7) FIRE ALARM SYSTEMS SHALL BE CLASS A
 OR FULLY ADDRESSABLE.
  
 REVIEW FOR BLDG TYPE II PERMITS
 04090386, 04090389, 04090391, 04090397
  
  
 NATE MCCRAY, CAPTAIN
 561-835-2910 OR 561-805-6722
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2005-08-18 Cont ID  
Sent By adarroug Date 2005-08-18 Time 16:46 Rev Time 0.00
Received By adarroug Date 2005-08-18 Time 16:46 Sent To B
Notes
2005-08-18 00:00:00TO "JWITMER" DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2005-06-10 Cont ID  
Sent By shill Date 2005-06-10 Time 13:42 Rev Time 0.00
Received By shill Date 2005-06-10 Time 13:42 Sent To B
Notes
2005-06-10 00:00:00TO JW DESK
Review Stop I INCOMING/PROCESSING
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Received By adarroug Date 2005-03-03 Time 09:16 Sent To  
Notes
2005-03-03 00:00:00TO "COMM" BD#30/
 COMM RACK 4 ROLLS
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2005-02-03 Cont ID  
Sent By mjacobs Date 2005-02-03 Time 14:03 Rev Time 0.00
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Notes
2005-02-03 00:00:00TO "COMM BD#33/RESUB"
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2004-12-27 Cont ID  
Sent By mjacobs Date 2004-12-27 Time 11:34 Rev Time 0.00
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Notes
2004-12-27 00:00:00TO "COMM BD#60"
Review Stop I INCOMING/PROCESSING
Rev No 1 Status   Date 2005-02-03 Cont ID  
Sent By mjacobs Date 2004-10-07 Time 14:02 Rev Time 0.00
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Notes
2004-09-22 00:00:00TO COMM BD#55/4 ROLLS & 1 BOX ON RACK
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2006-02-27 Cont ID  
Sent By hmoser Date 2006-02-27 Time 16:49 Rev Time 0.00
Received By hmoser Date 2006-02-27 Time 16:49 Sent To  
Notes
2006-02-27 00:00:00REVISON LETTER CHANGE OF EQUIPMENT SAME
 SEER 2/27/06 HM.
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2005-02-23 Cont ID  
Sent By pkrauss Date 2005-02-23 Time 16:03 Rev Time 0.40
Received By pkrauss Date 2005-02-23 Time 16:03 Sent To  
Notes
2005-02-23 00:00:00AUXILIARY DRAIN PAN REQUIRED PER 2001
 FBC(M)307.2.3.
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2005-01-10 Cont ID  
Sent By pkrauss Date 2005-01-10 Time 11:21 Rev Time 0.45
Received By pkrauss Date 2005-01-10 Time 10:44 Sent To  
Notes
2005-01-10 00:00:00DENIED:
 COMMENT #1 & 3 FROM REVIEW DATED
 10-22-04 WERE NOT ADDRESSED.PLEASE SEE
 ATTACHED COMMENTS.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRUASS AT (561)805-6719.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2004-10-22 Cont ID  
Sent By pkrauss Date 2004-10-22 Time 07:19 Rev Time 1.00
Received By pkrauss Date 2004-10-22 Time 06:24 Sent To  
Notes
2004-10-22 00:00:00DENIED:TYPE II BUILDING #18
 1.PER 2001 FBC(M) 601.4 EXCEPTION #2
 & 3, RETURN TRANSFER GRILLES SHALL BE
 SIZED AS FOLLOWS:
 RETURN TRANSFER - 50 SQ INCHES OF FREE
 AREA TO 100 CFM OF SUPPLY AIR TO THAT
 AREA.ALL SUPPLY AIR INTO THE MASTER
 SUITE SHALL BE INCLUDED FOR PROPER
 SIZING.
 THE FOLLOWING UNITS ARE NOT SIZED
 PROPERLY - A-1 (DWG AC-U1), A-1LS (DWG
 AC-U4), B-2 (AC-U5).
  
 2.PLEASE NOTE, THE TOILET EXHAUST
 TERMINATION SHALL BE SCREENED IN
 ACCORDANCE WITH 2001 FBC(M) 401.6.
 (DRYER EXHAUST NON-SCREENED)
  
 3.PLAN SHEET PD-1 CONDENSATE RISER,
 CONDENSATE SHALL TERMINATE A MINIMUM OF
 12" AWAY FROM THE BUILDING STRUCTURE PER
 2001 FBC 1503.4.4.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561) 805-6719.
Review Stop P PLUMBING
Rev No 3 Status P Date 2005-02-15 Cont ID  
Sent By kstevens Date 2005-02-15 Time 06:48 Rev Time 0.33
Received By kstevens Date 2005-02-15 Time 06:48 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2005-01-22 Cont ID  
Sent By kstevens Date 2005-01-22 Time 15:15 Rev Time 0.50
Received By kstevens Date 2005-01-22 Time 15:13 Sent To  
Notes
2005-01-22 00:00:00DENIED
 REFERENCE: FHA-98 DESIGN MANUAL
  
 1) ALL SHEETS WITH FLOOR PLANS FOR
 HANDICAP ADAPTABLE UNITS:THE CLEAR
 FLOOR SPACE DIMENSIONS ARE TO BE
 APPLIED
 OR SUPERIMPOSED OVER A PLAN DURING THE
 DESIGN PROCESS TO DETERMINE IF SPACE
 REQUIREMENTS AT TOILET ARE BEING MET.
 SEE PAGE 7.43 OF THE DESIGN MANUAL.
  
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop P PLUMBING
Rev No 1 Status F Date 2004-10-18 Cont ID  
Sent By kstevens Date 2004-10-18 Time 18:56 Rev Time 1.25
Received By kstevens Date 2004-10-18 Time 18:56 Sent To  
Notes
2004-10-18 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 1
 FHA-98(AMEND) DESIGN MANUAL
  
 1) SHT A-U14 DETAILS FOR BACKING FOR
 THE
 TUB, SHOWER, AND W/C SHALL REFLECT THE
 BACKING REQUIREMENTS IN FHA DESIGN MAN-
 UAL PAGES 6.4/6.5, 6.8/6.9, & 6.12/6.13
 2) SHT P-T2.1 THE BLDG DRAIN LAYOUT
 DOES
 NOT REFLECT THE RISER DIAG. UPSTREAM OF
 THE BLDG CLEANOUT THE 2" PIPING FOR THE
 WASH MACHINES. SECTION 104.2.1
  
 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 2005-01-14 Cont ID  
Sent By mmclean Date 2005-01-14 Time 08:03 Rev Time 0.00
Received By mmclean Date 2005-01-14 Time 08:03 Sent To  
Notes
2005-01-14 00:00:00APPROVED BY JOSH LONG, PLANNER 822-1449


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