Plan Review Details - Permit 04090383
Plan Review Stops For Permit 04090383
Review Stop B BUILDING (STRUCTURAL)
Rev No 8 Status P Date 2005-09-21 Cont ID  
Sent By jwitmer Date 2005-09-21 Time 18:00 Rev Time 0.22
Received By jwitmer Date 2005-09-21 Time 18:00 Sent To PC
Notes
2005-09-21 00:00:00FIELD DENSITY BLDG# 22. TERMITE
 TREATMENT, TIE IN SURVEY
Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status P Date 2005-06-13 Cont ID  
Sent By jwitmer Date 2005-06-13 Time 13:00 Rev Time 0.55
Received By jwitmer Date 2005-06-13 Time 13:00 Sent To PC
Notes
2005-06-13 00:00:00SUBMIITAL # 7 SHORING SHOP PLANSOK
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2005-03-15 Cont ID  
Sent By jwitmer Date 2005-03-15 Time 07:24 Rev Time 0.00
Received By jwitmer Date 2005-03-15 Time 09:40 Sent To PC
Notes
2005-03-09 00:00:00 
 PERMIT 04090383 / 04090384
 BLDG # 22/23
 4650/ 4635 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 5 Status F Date 2005-02-15 Cont ID  
Sent By jwitmer Date 2005-02-15 Time 07:37 Rev Time 6.60
Received By jwitmer Date 2005-02-15 Time 07:37 Sent To  
Notes
2005-02-15 00:00:00BUILDING PLAN REVIEW
  
 PORTOFINO PHASE II
  
 PERMIT: 04090383
 ADD: MASTER BLDG TYPE I
 CONT:EPOCH PROPERTIES
 TEL: (561)723-0152
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 3RD REVIEW
 ACTION: DENIED
  
 1) COMMENT #4 FROM THE PREVIOUS REVIEW,
 SHEET A-DT4 DETAIL "J", PLANS HAVE A
 HIGH VALUE OF 1450 SEE 2005 CATALOG
 VALUE OF 1225.
  
 2) COMMENT #6 FROM THE PREVIOUS REVIEW,
 WITH THE HURRICANE PREPAREDNESS PLAN,
 REVISE:
 A) AMOUNT OF ON SITE STAFF
 B) NO RESIDENCE TO HELP
 C) PROVIDE LABOR FORCE CONTRACT
 D) START ISSUANCE OF PLAN AT THE
 HURRICANE WATCH NOT WARNING
 E) SHUTTERS TO BE DOWN AS SOON AFTER
 THE STORM AS RESONABLY POSSIBLE.
  
 3) COMMENT #7 FROM THE PREVIOUS REVIEW,
 DEALS WITH THE SOILS REPORTS:
 3A) ONLY 1 SIGNED & SEALED COPY OF THE
 REPORT WAS SUBMITTED, (3)SIGNED & SEALED
  
 REPORTS ARE REQUIRED , RESIDENT
 INPSECTOR PROGRAM.
 3B) THE ENGINEERING LETTER DATED
 12/15/04 FROM PSI ALSO IS REQUIRED TO BE
  
 SIGNED AND SEALED. AGAIN (3) ORIGINAL
 SIGNATURES SIGNED & SEALED.
 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 ARCHITECTS4)
  
 4) COMMENT #9 FROM THE PREVIOUS REVIW,
 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) STORM SHUTTERS
 PROVIDE STORM PANEL INFORMATION WITH
 INSTALLATION SCHEDULE AND KEY PLAN WITH
 SPECIFIC ANCHORS AND MOUNTING TO BE USED
 FOR ALL NON-IMPACT GLAZING.
 FBC 1606.1.4.
 FL BLD CODE 2001 SECTION 103.6,
 1606.1.4, 1707.4 & 3401.7.2.4.
 PROCEDURES: 1(B) A COMPLETE INSTALLATION
 SCHEDULE SUMMARIZING & IDENTIFYING
 OPENING SIZES, STORY HEIGHTS, UNIT MARK
 NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM
 BAR REINFORCING REQUIREMENTS, WALL PRES-
 SURE ZONES, SLAT TYPES, ETC., SHALL BE
 SUBMITTED AT TIME OF PERMIT APPLICATION
 TO FACILITATE PLAN REVIEW AND PERMIT
 ISSUANCE.
 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
  
 5) COMMENT #10 FROM THE PREVIOUS REVIEW,
 DEEALS WITH THE MINIMUM DEPTH OF THE
 FOUNDATION, THE EXTERIOR GYPSUM BOARD
 IS TO STOP 8" FROM GRADE SEE (2506) AND
 THE FOUNDATION IS TO BE A MINIMUM OF 12"
 BELOW GRADE, YOUR GEO REPORT RECOMENDS
 16", THE 2 COMBINED EQUAL A DEPTH OF 24"
 TO THE TOP OF SLAB. S-D1.1 INDICATES
 THIS ON THE DETAILS BUT THE FOUNDATION
 SHEET WAS NEVER CHANGED TO MATCH THE NEW
 DETAILS, SEE FOUNDATION WF-16A & WF-24A
 ON SHEET S-D4.
  
 6) 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.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2005-01-19 Cont ID  
Sent By jwitmer Date 2005-01-19 Time 15:03 Rev Time 1.00
Received By jwitmer Date 2005-01-19 Time 15:03 Sent To  
Notes
2005-01-19 00:00:00BUILDING PLAN REVIEW
 PLAN REVIEW:04090369
 ADD:SITE 4600 PORTOFINO WAY
 CONT: EPOCH PROPERTIES
 TEL: (407)723-0152
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 2NDREVIEW
 ACTION: DENIED
  
  
 SAME COMMENTS AS TYPE I BLDG
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2005-01-19 Cont ID  
Sent By jwitmer Date 2005-01-19 Time 14:30 Rev Time 3.30
Received By jwitmer Date 2005-01-19 Time 14:30 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2005-01-19 Cont ID  
Sent By jwitmer Date 2005-01-19 Time 11:30 Rev Time 4.00
Received By jwitmer Date 2005-01-19 Time 11:30 Sent To  
Notes
2005-01-19 00:00:00PORTOFINO PHASE II LAND, LTD
  
 BUILDING TYPE I
  
 BUILDING PLAN REVIEW
  
 PERMIT: 04090383BLDG# 22
 ADD: 4650 PORTOFINO WAY
  
 PERMIT: 04090384BLDG# 23
 ADD: 4635 PORTOFINO WAY
  
  
 CONT:EPOCH PROPERTIES, INC.
 TEL: (407)718-8932
  
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 2ND REVIEW
 ACTION: DENIED
  
  
 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.
  
 AS DISCUSSED EARLIER, PLANS ARE NOW IN
 FOR PLAN REVIEW, NOT FOR PERMIT.
 CONTRACTOR TO INDICATE IF PLAN REVIEW IS
 TO BE CONVERTED INTO A "MASTER" OR IF
 INDIVIDUAL BUILDING PERMITS WITHWITH
 (3) SETS OF PLANS FOR EACH BUILDING
 SHALL BE SUBMITTED.
  
 SINCE THE PLANS ARE BEING SUBMITTED AS A
 PLAN REVIEW, NEW PERMIT APPLICATIONS
 SHALL BE SUBMITTED BY THE CONTRACTOR .
 THESE NEW PERMIT APPLICATIONS ARE TO
 REFLECT THE BUILDING NUMBER AND
 APPROPRIATE ADDRESS ON PORTOFINO WAY.
 NO PERMITSOR PLAN REVIEWS ARE TO
 REFLECT A MILITARY TRAIL ADDRESS. PLEASE
  
 CORRECT THE PLAN REVIEW APPLICATIONS
 WITH THE SITE ADDRESS AND THE CORRECT
 PROPERTYCONTROL NUMBER.SITE ADDRESS
 SHALL BE 4600 PORTOFINO WAY, THE SAME AS
 THE CLUBHOUSE.
  
 2) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 3) COMMENT # 3 FROM THE PREVIOUS
 REVIEW,
 DEELS WITH SHEET A-U13 DETAILS INDICATE
 THE USE OF SEMCO STRAPS, DESIGNER HAS
 CHANGED THE STRAP TO USP TAPL-14 BUT THE
 VALUES TAKEN ARE HIGHER THAN ALLOWED IN
 THE 2005 USP CATALOG.1609.4.3 LOAD
 REDUCTIONS, STEEL INCREASES CA NOT BE
 TAKEN.
  
 4) COMMENT # 5 FROM THE PREVIOUS
 REVIEW,
 SHEET A-T1.3 / A-U13,
 USP- RT-16 HIGH VALUE
 USP- RT-24 NOT IN CATOLOG
 USP DTC IS A OLD REFRENCE, CURRENT
 STOCK
 NUMBER IS TR-2, PROVIDE LOADS TO BE
 RESISTED SEE FOOTNOTES 2 & 3.
 USP- RT-24 NOT IN CATOLOG
 PROVIDE CURRENT LISTINGS FOR PRODUCTS
 LISTED ABOVE.
  
 5) COMMENT # 6 FROM THE PREVIOUS REVIEW
  
 DEALS WITH FIRE SPRINKLER PLANS
 REQUIRED. ATTACH THE FIRE SPRINKLER
 PLANS TO THE BUILDING SETS OF PLANS, TO
  
 HAVE A COMPLETE SUBMITTAL PACKAGE.
  
 6) COMMENT # 8 FROM THE PREVIOUS
 REVIEW,
 DEALS WITH HURRICANE SHUTTERS ON THE
 FIRST FLOOR. BUILDING OFFICAL NEIL
 MELICK HAS CHANGED THE REQUIREMENTS FOR
 LARGE PROJECTS SINCE THE LAST
 HURRICANES. PRESENTLY HE ISN'T
 ACCEPTING
 ANYTHING ON THE FIRST FLOOR FOR WINDOW
 OR DOOR PROTECTION EXCEPT FOR LARGE
 MISSLE IMPACT WINDOWS AND DOORS, AS HAS
 BEEN THE POLICY FOR THE 2ND AND 3RD
 FLOORS.
  
 7)COMMENT # 10 FROM THE PREVIOUS REVIEW,
 THE SOILS REPORTS TO BE SUBMITTED SHALL
 HAVE ORIGINAL SIGNNATURE & SEAL.
 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
  
 8) COMMENT # 11 FROM THE PEVIOUS
 REVIEW,
 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
  
 9) COMMENT # 12 FROM THE PREVIOUS
 REVIEW
 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 REPORT- MASONITE REPORT
 IS ILLEGIBLE PROVIDE CLEAR COPIES,
 NO POSITIVE OR NEGATIVE PRESSURES
 INDICATED ON REPORT.
 B) CLOSPAY GARAGE DOOR- MISSING THE
 FLORIDA PRODUCT APPROVAL COVERSHEET
 C) ROOFING ASSEMBLIES
 1) INDICATE THE METHOD OF ATTACHMENT,
  
 FOAM, SCREWS OR NAIL TYPE.SEE
 LIMITATIONS PSF
 2) MISSING THE FL COVERSHEET
 3) MISSING REPORTS FOR UNDERLAYMENT
 D) NOTHING ON SLIDING GLASS DOORS,
 IT DEPENDS ON WHICH BINDER YOU LOOK
  
 IN, STILL NO FL COVER SHEET.
 E) WINDOWS MISSING COVERSHEET FOR ALL
 MODELS.
 F) STRURTURAL COMPONENTS- MISSING ALL
 INFORMATION FL COVER SHEET & REPORT.
 G) RAILINGS MISSING ALL INFO, NO FL
 COVERSHEET OR PRODUCT TESTING REPORT
 H) SOFFIT- NO INFORMATION-
  
 10) COMMENT13 FROM THE PREVIOUS
 REVIEW
 RESPONCE THAT A NEW GEOTECHNICAL REPORT
 WAS TO BE SUBMITTED? NO
 10B) DEALS WITH THE STUCCO STOPPING
 SHORT OF THE SOIL BY 4". THE GYPSUM
 BOARD (2506) STOPS SHORT 8" BUT UNLESS
 THE STUCCO IS DIRECTLY APPLIED TO
 MASONARY AND NOT OVER 5/8" THICK A 4"
 TERMITE INSPECTION AREA IS TO BE LEFT
 WITH NO STUCCO, SEE 1403.1.6.FOR
 VENEERS
 10C) PLANS ALSO ARE TO INDICATE THAT THE
 FOUNDATION IS A MINIMUM OF 12" BELOW
 GRADE, SEE 1804.1.3. SEEE GEOTECH REPORT
 FOR MINIMUM HEIGHT OF FOUNDATION.
  
 11)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.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2004-10-25 Cont ID  
Sent By jwitmer Date 2004-10-25 Time 08:25 Rev Time 6.00
Received By jwitmer Date 2004-10-25 Time 08:24 Sent To  
Notes
2004-10-25 00:00:00BUILDING PLAN REVIEW
  
 PORTOFINO PHASE II LAND, LTD
 BUILDING TYPE I
 PERMIT: 04090383BLDG# 22
 ADD: 4650 PORTOFINO WAY
 PERMIT: 04090384BLDG# 23
 ADD: 4635 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 INCORRECT PROPERTY CONTROL NUMBER
 WAS USED AND 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, ANDLOADS TO
 BEIMPOSED.SHEET A-T1.3 HURRICANE STRAP/
 CONNECTION NOTES ALSO REFRENCE SEMCO
 PRODUCTS. DELETE SEMCO FROM A-DT4.
  
 4) SHEET A-T1.3ROOF SHEATHING NOTES,
 23.22.2.5, DEALS WITH HIGH VELOCITY
 HURRICANE ZONES, 2306.1* ZONE# 3 EDGE
 NAILING ZONES BETWEEN 25'-35' REQUIRE
 8D RING SHANK NAILS @ 4" O.C. EDGES AND
 6"O.C. INTERMEDIATES.
 ENGINEER OF RECORD WILL PROVIDE ADDITION
 AL INFORMATION ON ROOF SHEATHING NAILING
 ABOVE 35'.
  
 5) SHEET A-T1.3 HURRICANE STRAPS:
 A) USP TSUA24/26 TUNNEL TIE NOT LISTED
 IN THE 2004 CATALOG.
 B) USP DTC LISTED IN USP CATOLOG AS
 ROOF TRUSS CLIPS
 C) USP RT 24VALUE ON PLANS IS HIGH
 SEE FOOTNOTE IN USP ( VALUES 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.
  
 6)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.
  
 7) A-DT1 WINDOW AND 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.
  
 8) A-DT1 HARDWARE NOTES (6) IMPLIES THAT
 ON THE 2ND & 3RD FLOORS ONLY THE SLIDING
 GLASS DOORS REQUIRES IMPACT GLASS. THE
 CITY'S OFFICIAL INTERPERTATION LIST ON
 LAGRE PROJECTS THAT A PRE-STORM PREPARED
 NESS PLAN MUST BE SUBMITTED BY THE PROP
 ERTY OWNERS OR MANAGING AGENTS FOR
 REVIEW BY THE CONSTRUCTION SERVICES DEPT
 ANY SUCH PLAN SHALL INCLUDE, AT A MINI-
 MUM ON-SITE LOCATION OF SHUTTERS, PARTY
 RESPONSIBLE FOR SECURING THE SHUTTERS,
 (SAID PARTY MUST LIVE WITHIN PALM BEACH
 COUNTY) TOTAL NUMBER OF OPENINGS TO BE
 PROTECTED AND THE TOTLA TIME REQUIRED TO
 SECURE ALL OPENINGS. PROTECTION OF OPEN-
 INGS SHALL BE ACCOMPLISHED WITHIN (12)
 HOURS OR LESS OF THE OFFICIAL
 NOTIFICATION BY THE NATIONAL WEATHER
 SERVICE OF A HURRICANE WATCH.
  
 9) SHEET A-DT2 DETAILS 7&8 PROVIDE A
 CLEAR DETAIL OF THE STUCCO REVEL & THE
 EXSPANSION CONTROL JOINT, (ASTM 1063).
 INDICATE HOW THE WATER TIGHT MEMBRANE
 WILL OCCUR?
  
 10)FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS, WHERE THE BEARING CAPACITY IS
 NOT DEFINETLY KNOWN OR IS IN QUESTION.
 WHERE THE BEARING CAPACITY OF THE SOIL
 IS NOT DEFINITLY KNOWN OR IS IN QUESTION
 THE BUILDING OFFICIAL MAY REQUIRE EXPLOR
 ATIONS, TEST OR OTHER ADEQUATE PROOF AS
 TO THE PERMISSIBLE SAFE BEARING
 CAPACITY. REQUIRED TEST AND RECOMMENDA-
 TIONS SUBMITTED TO VERIFY BEARING CAPA-
 CITY SHALL BE CERTIFIED BY A GEOTECH-
 NICALREPORT FROM A DESIGN PROFESSIONAL
 PROPERLY LICENSED IN THE STATE OF FLORI-
 DA.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
 FLORIDA.
  
 11) 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
  
 12)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
 ILLEGIBLE, PROVIDE CLEAR COPIES
 B) CLOSPAY GARAGE DOOR- MISSING FLORIDA
 PRODUCT APPROVAL COVER SHEET
 C) ROOFING ASSEMBLIES-
 1) HANSON ROOF TILE INDICATE THE
 METHOD OF INSTALATION FOR THE ROOF
 PRESSURES.INDICATE HOW ATTACHMENT
 WILL OCCUR, FOAM, SCREWS OR NAIL
 TYPE, WITH OR WITHOUT CLIP.
 2) MISSING THE FL COVER SHEET.
 3) MISSING REPORTS FOR UNDERLAYMENTS.
 D) NOTHING FOR SLIDING GLASS DOORS.
 E) WINDOWS- MISSING THE FLORIDA PRODUCT
 APPROAL COVERSHEET.
 F) STRUCTURAL COMPONENTS- MISSING INFORM
 ATION FOR TRUSS ANCHORS FL APPROVAL &
 PRODUCT APPROVALS.
 G) RAILINGS- NO INFORMATION SUBMITTED.
 H) SOFFIT- ALUMINIUM NO INFORMATION
  
 13) FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 THERE SEEMS TO BE SOME DISCREPANCIES IN
 THE FOUNDATION AND THE RECOMENDATION OF
 THE GEOTECH ENGINEER. THE STRUCTURAL
 SHEETS INDICATE A WF-16A FOUNDATION. THE
 GEOTECH REPORT RECOMENDS THE FOUNDATION
 BE 18" BELOW FINISH GRADE AND A MINIMUM
 OF 24" WIDE, WHY WAS THE GEOTECH REPORT
 RECOMMENDATIONS NOT FOLLOWED?
 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 GA
 216-4.6.6. GYPSUM BOARD USED IN BUILDING
 CONSTRUCTION SHALL BE NOT LESS THAN 8"
 FROM FINISH GRADE IN FULLY WEATHER AND W
 EATHER PROTECTED SIDING SYSTEMS, AND NOT
 LESS THAN 12" FROM THE GROUND WITHIN
 PROPERLY VENTED CRAWL SPACES.
 THE ADDITONAL 8" FROM THE BOTTOM OF THE
 GYPSUM BOARD TO GRADE HAS NOT BEEN ADD-
 RESSED?
  
 14)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.
  
 LOOK FOR COMMENTS BY THE OTHER PLAN
 REVIEW DISCIPLINES THAT MAY BE WRITTEN
 ON THE APPLICATION, PLANS, OR ATTACHED
 SEPARATELY. WHEN RESUBMITTING PLANS
 PLEASE CLEARLY INDICATE THE REVISION AND
 REMOVE AND REPLACE ANY PAGES AS NECESS-
 ARY. SUBMIT (1) SET OF OLD DRAWINGS WITH
 THE PLANS WHEN RESUBMITTING PLANS. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMENT NUMBER, WITH A DESCRIPTION
 OF THE REVISION MADE, IDENTIFYING THE
 SHEET OR SPECIFICATION PAGE WHERE THE
 CHANGES CAN BE FOUND, WILL HELP TO EXPE-
 DITE YOUR PERMIT. THANK YOU FOR YOUR
 ANTICIPATED COOPERATION.
 JIM WITMER CBO
 PLAN REVIEW
 (561)805-6715
 FAX: (561)659-8026
  
  
  
  
  
  
  
  
  
  
 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.
Review Stop E ELECTRICAL
Rev No 4 Status P Date 2005-03-07 Cont ID  
Sent By dpalmer Date 2005-03-07 Time 17:41 Rev Time 0.50
Received By dpalmer Date 2005-03-07 Time 17:26 Sent To  
Notes
2005-03-07 00:00:00BLDG TYPE I
  
 ALL ELECTRICAL SHEETS STAMPED IN 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 06:14 Rev Time 0.00
Received By dpalmer Date 2005-02-15 Time 06:14 Sent To  
Notes
2005-02-15 00:00:00******* UNSAT *****
  
  
  
  
  
 1)NOTE: PLEASE SEE OCP FOR SOME A/C
 UNITS HAVE NOT BEEN CHANGED.
 U-8, U-11
  
 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 11:08 Rev Time 1.00
Received By dpalmer Date 2004-12-30 Time 11:08 Sent To  
Notes
2004-12-30 00:00:00********* UNSAT 2ND REVIEW *********
  
 BLDG TYPE I
  
 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
 220VON 120V SD'S. PLEASE SEE PLANS, MANY
 OF THESE HAVE BEEN REDLINED ON ONE SET.
 PLEASE ALSO SEE SOME OF THE SHEETS IN
 THIS SET DO NOT APPEAR TO HAVE NEW
 SHEETS AS OTHER SETS WHERE SD'S WERE
 MOVED AS NOTED ON PREVIOUS NOTES.
 PLEASE SEE ONE SET HAS THE SHEETS AND
 ITEMS REDLINED AND HIGHLIGHTED FOR THESE
 LOCATIONS.
  
 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
  
 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]
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2004-10-07 Cont ID  
Sent By dpalmer Date 2004-10-07 Time 12:26 Rev Time 6.00
Received By dpalmer Date 2004-10-07 Time 12:26 Sent To  
Notes
2004-10-07 00:00:00*************** UNSAT ******************
  
 BLDG TYPE I, BLDG'S 22,23
  
 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 ON SITE PLAN.
 SHOWS AN EQUIPMENT GROUNDING CONDUCTOR
 FROM METER TO MAIN. PLEASE SEE 250.6,
 250.24, AN EQUIP GRND IS ONLY INSTALLED
 AFTER THE FIRST MEANS OF DISCONNECT.
  
 3)NOTE: PLEASE SEE MANY UNITS ARE MISS-
 -ING CIRCUITING FOR RECEPT IN LIV RM
 AND RECEPT ABOVE DOOR IN CLOSET.
 LIV RM ALCOVE AREA.
  
 4)NOTE:PLEASE SEE THAT THE "LOCK-OFF"
 DEVICE AS NOTED ON PLANS MUST BE
 APPROVED BY THE CITY OF WEST PALM BEACH
 ELECTRICAL INSPECTION/PLAN REVIEW BEFORE
 INSTALLATION AS A MEANS OF LOCK-OFF/
 DISCONNECTING MEANS.
 PLEASE SEE THAT A DISCONNECTING MEANS
 MAY NOT BE REQUIRED IF PANEL IS W/IN
 SITE.
  
 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 NEED TO
 BE RELOCATED TO IMMEDIATE VICINITY OF
 STAIRS LEADING TO FLOOR ABOVE AND ALSO
 AT TOP OF THESE SAME STAIRS.
 PLEASE SEE CIRCUITING OF SMOKE DETECTORS
 , MANY ARE SHOWN ON SEPARATE CIRCUITS
 WITHIN THE SAME UNITS.PLEASE SEE THAT
 SD'S ARE REQUIRED TO WIRED IN-LINE, THIS
 WOULD NOT BE POSSIBLE AS SHOWN. SOME
 ARE SHOWN ON TWO SEPARATE CIRCUITS, SOME
 THREE.
  
 6)NOTE: PLEASE SEE 424.3B FOR MIN OCP
 FOR AHU'S . PLEASE SEE 5.8,8.8 AND 9.0
 KW UNITS.
  
 7)NOTE: PLEASE SEE 210.52G FOR MISSING
 RECEPT IN GARAGES. PLEASE ALSO SEE 210.8
 FOR RQUIRED GFI PROTECTION.
  
 8)NOTE: PLEASE CLARIFY ACCESS TO ATTIC
 SPACE ABOVE LOFT UNITS? IT APPEARS THAT
 ACCESS IS FROM EACH INDIVIDUAL LOFT UNIT
 ? IF THESE ARE AT EACH UNIT FOR EACH
 UNIT, THEN THESE LTS WILL BE REQUIRED
 TO BE FED FROM THISE UNIT PANESL.
 SHOWN ON HOUSE PANEL AT THIS TIME, CIR-
 -CUITS #9,11. PLEASE SEE 210.25.
  
 9)NOTE: PLEASE NOTE/SPECIFY EACH BRKR
 FOR UNITS ON RISER DIAGRAM SHEET. THIS
 MAY BE DONE IN A "NOTE" FORM.
  
 10)NOTE: PLEASE CORRELATE PLANS/FEEDERS
 FOR ALUMINUM CONDUCTORS. PLEASE SEE NOTE
 #20A ON ED-1, MENTIONS MIN ALUM #1 FOR
 100A, YET PLANS INDICATE OTHER SIZES.
  
 11)NOTE: PLEASE SEE NOTE #24, MENTIONS
 DRYER/RANGE RECEPT AS 120/208V, YET
 PANELS INDICATE AS VOLTAGE AS 120/240V?
  
 PLEASE SEE MOST OF THE ABOVE ITEMS HAVE
 BEEN REDLINED ON ONE OF THE TYPE I SET
 OF PLANS.
  
 PLEASE SEE POSSIBLE COMMENTS FROM OTHER
 REVIEWER(S) WHICH MAY AFFECT ELECTRICAL
 PLANS.
  
 PLEASE REMOVE ALL OLD/VOIDED SHEETS AND
 ONLY INSERT NEW REVISED SHEETS INTO
 COMPLETE SETS FOR REVIE 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]
Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2004-09-30 Cont ID  
Sent By mamini Date 2004-09-30 Time 14:46 Rev Time 1.00
Received By mamini Date 2004-09-30 Time 14:46 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 15:59 Rev Time 0.00
Received By nmccray Date 2005-03-01 Time 15:59 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 16:07 Rev Time 0.00
Received By mcarsill Date 2005-01-25 Time 16:07 Sent To  
Notes
2005-01-25 00:00:001. NO ILLUMINATED EXIT SIGNS SHOWN
 ON 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
 04090384
 04090388
 04090389
 04090390
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2004-10-28 Cont ID  
Sent By mcarsill Date 2004-10-28 Time 16:24 Rev Time 0.00
Received By wlehnhar Date 2004-10-28 Time 16:24 Sent To  
Notes
2004-10-28 00:00:001) IN THE BUILDING CLASSIFICATION BOX
 IT INDICATES UNSPRINKLERED THAN IS
 INDICATES SPRINKLER PROTECTION.
  
 2) FIRE ALARM SYSTEMS SHALL BE CLASS A
 OR FULLY ADDRESSABLE NOT CLASS B AS
 NOTED ON SHEET AS-1.
  
 3) REQUIRED FIRE ALARM SYSTEM SHALL
 BE UL LISTED FOR CENTRAL STATION
 SERVICE.
  
 4) FIRE SPRINKLER CALCULATIONS DISPLAY
 LESS THAN 5 LBS. SAFETY MARGINS. THIS
 IS NOT ACCEPTABLE.
  
 5) WORK IS TO COMPLY WITH NFPA 241.
  
 6) SEPARATE PLANS AND PERMITS REQUIRED
 FOR SECURITY GATES.
  
 7) NO FIRE SPRINKLER PLANS PROVIDED
 IN TYPE I PLANS.
  
 8) PLEASE PROVIDE PRESCRIPTIVE STRENGTH
 REQUIREMENTS FOR BALCONY RAILINGS.
  
 9) ILLUMINATED EXIT SIGNS ARE REQUIRED
 AT FIRST FLOOR.
  
 10) ELECTRONIC SWITCHES ARE REQUIRED
 ON THE FIRE LINE BACKFLOW DEVICES.
  
 11) PLEASE PROVIDE AN OVERALL SITE
 PLAN DISPLAYING ALL BUILDINGS AND
 ALL FIRE HYDRANTS.
  
 12) WET FIRE HYDRANTS ARE REQUIRED
 PRIOR TO, DURING AND AFTER CONSTRUCTION.
  
 13) SPEED HUMPS NOTED. THESE DEVICES
 SLOW DOWN FIRE AND PARAMEDICAL
 EQUIPMENT. A 20 FOOT OPENING IS
 REQUIRED.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 835-2910
Review Stop I INCOMING/PROCESSING
Rev No 10 Status N Date 2006-08-11 Cont ID  
Sent By adarroug Date 2006-08-11 Time 10:25 Rev Time 0.00
Received By adarroug Date 2006-08-11 Time 10:25 Sent To B
Notes
2006-08-11 00:00:00TO "JWITMER" DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 9 Status N Date 2006-07-10 Cont ID  
Sent By adarroug Date 2006-07-10 Time 15:50 Rev Time 0.00
Received By adarroug Date 2006-07-10 Time 15:50 Sent To B
Notes
2006-07-10 00:00:00TO "JWITMER' DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 8 Status N Date 2006-05-15 Cont ID  
Sent By adarroug Date 2006-05-15 Time 11:38 Rev Time 0.00
Received By adarroug Date 2006-05-15 Time 11:38 Sent To B
Notes
2006-05-15 00:00:00TO "JWITMER" DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2006-04-03 Cont ID  
Sent By adarroug Date 2006-04-03 Time 11:20 Rev Time 0.00
Received By adarroug Date 2006-04-03 Time 11:20 Sent To B
Notes
2006-04-03 00:00:00TO "JWITMER" DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2006-03-31 Cont ID  
Sent By adarroug Date 2006-03-31 Time 14:51 Rev Time 0.00
Received By adarroug Date 2006-03-31 Time 14:51 Sent To B
Notes
2006-03-31 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 13:41 Rev Time 0.00
Received By shill Date 2005-06-10 Time 13:41 Sent To B
Notes
2005-06-10 00:00:00TO JW DESK
Review Stop I INCOMING/PROCESSING
Rev No 4 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By adarroug Date 2005-03-03 Time 09:14 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 13:28 Rev Time 0.00
Received By mjacobs Date 2005-02-03 Time 13:28 Sent To  
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 11:27 Rev Time 0.00
Received By mjacobs Date 2004-12-27 Time 13:23 Sent To  
Notes
2004-12-27 00:00:00TO "COMM BD#60
Review Stop I INCOMING/PROCESSING
Rev No 1 Status   Date   Cont ID  
Sent By csiegber Date 2004-09-22 Time 16:34 Rev Time 0.00
Received By csiegber Date 2004-09-22 Time 16:34 Sent To  
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 17:14 Rev Time 0.00
Received By hmoser Date 2006-02-27 Time 17:14 Sent To  
Notes
2006-02-27 00:00:00REVISON IS A CHANGE OF EQUIPMENT
 LETTER.LETTER IS WITH PLANS PERMIT #
 04090363.
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 10:41 Rev Time 0.55
Received By pkrauss Date 2005-02-22 Time 16:49 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 14:48 Rev Time 0.30
Received By pkrauss Date 2005-01-10 Time 14:45 Sent To  
Notes
2005-01-10 00:00:00DENIED:TYPE I / BUILDING #22
 COMMENT #1 & 3 FROM REVIEW DATED
 10-22-04 WERE NOT ADDRESSED.SEE
 ATTACHED.
  
 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 2004-10-22 Cont ID  
Sent By pkrauss Date 2004-10-21 Time 16:26 Rev Time 0.35
Received By pkrauss Date 2004-10-21 Time 16:26 Sent To  
Notes
2004-10-21 00:00:00DENIED:TYPE I BUILDING 22
 1.PER 2001 FBC(M) 601.4 EXCEPTION #2
 & 3, 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 IS TO BE INCLUDED FOR PROPER
 SIZING.
 THE FOLLOWING UNITS ARE NOT SIZED
 PROPERLY - B2 (DWG AC-U5), C-3S (DWG
 AC-U10), C3-L (AC-U11), C-3LS (AC-U12).
  
 2.PLEASE NOTE, THE TOILET EXHAUST
 TERMINATION SHALL BE SCREENDED PER
 2001 FBC(M) 401.6.(DRYER EXHAUST SHALL
 BE NON-SCREENED)
  
 3.CONDENSATE RISER INDICATED ON THE
 PLUMBING PLANS, CONDENSATE SHALL
 TERMINATE A MINIMUM OF 12" AWAY FROM THE
 BUILDING STRUCTURE.
  
 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 11:36 Rev Time 0.56
Received By kstevens Date 2005-02-15 Time 11:36 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 14:49 Rev Time 0.50
Received By kstevens Date 2005-01-22 Time 14:44 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 18:04 Rev Time 0.25
Received By kstevens Date 2004-10-18 Time 18:03 Sent To  
Notes
2004-10-18 00:00:00DENIED
  
 SEE COMMENTS FROM PERMIT #04090384
  
 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 2005-02-18 Cont ID  
Sent By mmclean Date 2005-01-10 Time 08:49 Rev Time 0.00
Received By mmclean Date 2005-01-10 Time 08:49 Sent To  
Notes
2005-02-18 00:00:00APPROVED BY JOSH LONG,PLANNER 822-1449


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