Plan Review Details - Permit 04110183
Plan Review Stops For Permit 04110183
Review Stop B BUILDING (STRUCTURAL)
Rev No 16 Status P Date 2007-05-21 Cont ID  
Sent By rbrown Date 2007-05-21 Time 18:45 Rev Time 0.00
Received By rbrown Date 2007-05-21 Time 18:45 Sent To  
Notes
2007-05-21 18:45:30REVISION SUBMITTED ON 5/4/07 FOR MULLIONS AND SUBMITTAL
 FOR SGD AND SH WINDOW ENGINEERING.
Review Stop B BUILDING (STRUCTURAL)
Rev No 15 Status F Date 2007-04-18 Cont ID  
Sent By jwitmer Date 2007-04-18 Time 16:17 Rev Time 2.22
Received By jwitmer Date 2007-04-18 Time 16:17 Sent To PC
Notes
2007-04-18 16:18:30BUILDING PLAN REVIEW
 PERMIT: 04110183
 ADD: 3900 N FLAGLER DR BLDG 1/3
 CONT: THE WEITZ CO.
 TEL: (561)723-4084
  
  
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 * WEST PALM BEACH AMENDMENTS
  
 REVIEW
 ACTION: DENIED
  
 1)THE REVISIONS SUBMITTEDAPRIL 13/2007 WHICH
 INCLUDE MIAMI WALL SYSTEMS :
 100 ALUMINIUM SLIDIG GLASS DOORS LARGE AND SMALL MISSLE
 IMPACT RESISTANT UNITS:
 MIAMI-DADE NOA:
 04-0908.022001 FBC- LARGE & SMALL MISSLE 100
 ALUMINUM SLIDING GLASS DOORS
 01-1108.032001 FBC- SMALL MISSLE 100 ALUMINUM
 SLIDING GLASS DOORS
 03-1008.032001 FBC- LARGE MISSLE 122 ALUMINUM
 SINGLE HUNG WINDOW
 03-1008.042001 FBC- SMALL MISSLE 122 ALUMINUM
 SINGLE HUNG WINDOW
  
 THIS MORNINGS VISIT TO THE JOBSITE WITH HAROLD PISKURA
 WE WERE ABLE TO VERIFY THE GLASS THICKNESS USED IN EACH
 OF THE INSTALLATION SINGLE HUNG WINDOWS AS WELL AS THE
 SLIDING GLASS DOORS. THE CONCERNS ARE AS FOLLOWS IN
 THIS EXAMPLE:
  
 1A) WHERE ON THE SLIDING GLASS DOORS WE ARE ABLE TO
 VERIFY THE GLASS THICKNESS OF 9/16" FOR THE SLIDING
 GLASS DOORS WE ARE NOT ABLE TO VERIFY AS TO WHICH
 LAMINATE
 WAS INSTALLED IN EACH OF THE UNITS. THE NOA 04-0908.02
 TECHNICAL SHEET 1 OF 4 CLEARLY INDICATES ALL GLASS
 TYPES ARE 9/16" THICK ONLY GLASS TYPES A & B CAN MAKE
 THE WIND
 LOADS ABOVE +/- 70. THE FRAMES OF THIS UNIT INDICATE
 THEY HAVE THE HEAVY REINFORCEMENT FOUND INNOA
 01-1108.03/ FTL# 1743.
  
 1B)THE SECOND CONCERN IS THE FRAMES LISTED UNDER
 MIAMI WALL SYSTEMS, INC SGDSMALL MISSLE LAM GLASSNOA
 01-1108.03TECHNICAL SHEETS 2-5 INDICATE THE SLIDING
 GLASS DOOR UNITS WITH NO REINFORCEMENT, LIGHT, MEDIUM
 AND HEAVY REINFORCEMENT AND THE ASSOCIATED PRESSURES.
 AGAIN WE HAVE NO WAY OF VISUALLY INSPECTING THE
 INSTALLED FRAMES AND
 VERIFYING WHAT TYPE OF REINFORCEMENT IS IN THE FRAME IF
 ANY, THUS HAVING LOW PRESSURES. NO APPROVAL LABELS ON
 DOORS OR WINDOWS.
  
 1707.4.2.1 TESTING AND LABELING. EXTERIOR WINDOWS AND
 GLASS DOORS
 SHALL BE TESTED BY AN APPROVED INDEPENDENT TESTING
 LABORATORY, AND
 SHALL BE LABELED WITH AN APPROVED LABEL IDENTIFYING
 THE MANUFACTURER,
 PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT
 CERTIFICATION AGENCY,
 TESTING LABORATORY, EVALUATION ENTITY OR MIAMI-DADE
 NOTICE OF
 ACCEPTANCE TO INDICATE COMPLIANCE WITH THE
 REQUIREMENTS OF ONE OF THE
 FOLLOWING SPECIFICATIONS:
  
 ANSI/AAMA/NWWDA 101/I.S.2-97 OR TAS 202
 (HVHZ SHALL COMPLY WITH TAS 202)
  
 2) WITH VISITING THE JOBSITE TO VERIFY THE TYPE OF
 GLASS AND THICKNESS TWO MORE CONCERNS WERE NOTICED. 2A)
 ON THE FOURTH FLOOR WE NOTICED A MULLION BETWEEN TWO
 SEPERATE SLIDING GLASS DOORS. THERE IS NO PRODUCT
 APPROVALS SUBMITTED FOR STRUCTURAL MULLIONS. PLEASE
 PROVIDE PRODUCT APPROVALS FOR THE STRUCTURAL MULLION.
  
 2B) WITH VISITING THE JOBSITE IN EACH UNITS VISITED,
 THE SLIDING GLASS DOOR TRACK WAS APPROXIMATELY 41/2"
 ABOVE THE CONCRETEFLOOR. IN RETURNING TO THE BUILDING
 DEPARTMENT
 I REVIEWED THE CITY SEET OF REVIEWED PLANS FOR
 THIS TYPE OF DETAIL, SHEET A440 DETAIL # 6 PROVIDED THE
 DETAIL THAT WS REVIEWED TO THE FAIR HOUSING STANDARDS.
 I ALSO DISCUSSED THIS ISSUE WITH BO NEIL MELICK WHICH
 HE ALSO INDICATED ALL UNITS ARE TO COMPLY WITH THE FAIR
 HOUSING STANDARDS FOR SLIDING GLASS DOORS USED AS A
 SECONDARY ENTRANCE.
 A COPY OF THIS STANDARDIS ATTACHED.
  
 3) THE SAME ISSUE AS (1A)IS THE TYPE OF LAMINATION
 USED FOR THE SINGLE HUNG WINDOWS, THERE IS NO WAY OF
 KNOWING WHAT TYPE OF LAMINATION WAS USED.
 THE ONE WAY THAT WE CAN IDENTIFY WHAT TYPE OF UNITS
 WERE SHIPPED IS BY PROVIDING A COPY OF THE BILL OF
 LADING, THIS MAY IDENTIFY THE AMOUNT OF WINDOWS AND
 DOORS
 THAT WERE SHIPPED TO THE JOB SITE?
  
 4) NOTE: JOBSITE INSPECTION OF THE LOBBY ENTRY DOORS,
 YES THE PRODUCT APPROVAL FOR SIGNATURE DOORS DOES
 INCLUDE LARGE MISSLE TESTING NOA 04-0211.09
 DOORS DO NOT HAVE ANY APPROVAL LABELS.
 1707.4.2.1 TESTING AND LABELING. EXTERIOR WINDOWS AND
 GLASS DOORS
 SHALL BE TESTED BY AN APPROVED INDEPENDENT TESTING
 LABORATORY, AND
 SHALL BE LABELED WITH AN APPROVED LABEL IDENTIFYING
 THE MANUFACTURER,
 PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT
 CERTIFICATION AGENCY,
 TESTING LABORATORY, EVALUATION ENTITY OR MIAMI-DADE
 NOTICE OF
 ACCEPTANCE TO INDICATE COMPLIANCE WITH THE
 REQUIREMENTS OF ONE OF THE
 FOLLOWING SPECIFICATIONS:
 ANSI/AAMA/NWWDA 101/I.S.2-97 OR TAS 202
 (HVHZ SHALL COMPLY WITH TAS 202)
  
 BUILDING PLAN REVIEW
 JIM WITMER C. B. O.
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 14 Status F Date 2007-04-03 Cont ID  
Sent By jwitmer Date 2007-04-03 Time 11:51 Rev Time 0.55
Received By jwitmer Date 2007-04-03 Time 11:51 Sent To PC
Notes
2007-04-03 11:54:54BUILDING PLAN REVIEW
 PERMIT: 04110183
 ADD: 3900 N FLAGLER BLDG# 1
 CONT: THE WEITZ CO.
 TEL: (561)329-9079
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 * WEST PALM BEACH AMENDMENTS
  
 REVIEW
 ACTION: DENIED
  
 THIS IS A THRESHOLD BUILDING REQUIRING (3) OF ALL
 DOCUMENTS BEING SUBMITTED TO THE CITY.
  
 BUILDING PLAN REVIEW
 JIM WITMER C. B. O.
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 13 Status P Date 2007-03-16 Cont ID  
Sent By jwitmer Date 2007-03-16 Time 15:22 Rev Time 0.55
Received By jwitmer Date 2007-03-16 Time 15:22 Sent To PC
Notes
2007-03-16 15:23:08WALL FRAMING & CALCS
Review Stop B BUILDING (STRUCTURAL)
Rev No 12 Status P Date 2007-03-16 Cont ID  
Sent By jwitmer Date 2007-03-16 Time 14:26 Rev Time 0.55
Received By jwitmer Date 2007-03-16 Time 14:26 Sent To PC
Notes
2007-03-16 14:27:43REV# 7 16'-0" OVERHEAD GARAGE DOOR
Review Stop B BUILDING (STRUCTURAL)
Rev No 11 Status P Date 2006-09-15 Cont ID  
Sent By jwitmer Date 2006-09-15 Time 09:32 Rev Time 0.55
Received By jwitmer Date 2006-09-15 Time 09:32 Sent To PC
Notes
2006-09-15 00:00:00BLDG# 1 SUBMITTAL TRASH CHUTE- OK
Review Stop B BUILDING (STRUCTURAL)
Rev No 10 Status F Date 2006-05-02 Cont ID  
Sent By jwitmer Date 2006-05-02 Time 14:12 Rev Time 0.77
Received By jwitmer Date 2006-05-02 Time 14:12 Sent To PC
Notes
2006-05-02 00:00:00BUILDING PLAN REVIEW
 PERMIT: 04110182
 04110183
 04110184
 04110185
 ADD:3900 N FLAGLER DR
 CONT:THE WEITZ CO
 TEL: (561)719-6724
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 REVISION:
 ACTION:DENIED
  
 SUBMITTAL FOR THE FOLLOWING:
 REVISION GARAGE DOOR: OVERHEAD GARAGE
 DOOR, 16'-0" SERIES 180 SECTIONAL DOOR
  
 THE MIAMI-DADE NOA SUBMITTED IS FOR A
 16'-0" WIDE OPENING, SERIES 180. THE
 LETTER OF APPROVAL FROM THE ARCHITECTS
 IS FOR A SERIES 188, SIZE 10'-0"X8'-3",
 THEY DO NOT MATCH. THE NOA MENTIONED IN
 THE LETTER HAS EXPIRED.
  
  
 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
  
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 9 Status F Date 2006-01-26 Cont ID  
Sent By shill Date 2006-01-26 Time 12:00 Rev Time 0.00
Received By shill Date 2006-01-26 Time 12:00 Sent To  
Notes
2006-01-26 00:00:00****CORRECTIONS****
 WINDOW SHOP DRAWINGS
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
  
 FBC FLORIDA BUILDING CODE 2001
 FBC* CITY OF WEST PALM BEACH AMENDMENTS
 TO THE FBC2001
  
 1.)THIS WAS SUBMITTED AS SHOP
 DRAWINGS.THE PRODUCTS YOU ARE USING
 ARE NOT THE SAME PRODUCTS AS THE
 APPROVED PERMIT PACKAGE.THIS IS A
 REVISION, REQUIRING REVIEW.A REVISION
 FEE HAS BEEN ADDED.WHEN RESUBMITTING,
 PLEASE SUBMIT AS A REVISION.
  
 2.)FLORIDA STATE OR LOCAL PRODUCT
 APPROVAL REQUIRED, FAC9B72, SB442.
  
 3.)EXPIRED NOAS SUBMITTED.PLEASE
 NOTE THAT THE EXPIRED NOAS BY THEMSELVES
 CANNOT BE USED TO SHOW CODE COMPLIANCE
 IF APPLYING FOR LOCAL PRODUCT APPROVAL.
  
 4.)FBC1601.2.1, THERE IS NO PROVISION
 IN THE CODE FOR A 1% WIND OVERSTRESS AS
 SHOWN FOR THE SMALL MISSILE IMPACT
 SINGLE HUNG WINDOWS.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 8 Status F Date 2005-12-16 Cont ID  
Sent By shill Date 2005-12-16 Time 17:23 Rev Time 0.00
Received By shill Date 2005-12-16 Time 17:23 Sent To  
Notes
2005-12-16 00:00:00****CORRECTIONS****
 TRUSS SUBMITTAL, BLDG 1
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
  
 FBC FLORIDA BUILDING CODE 2001
 FBC* CITY OF WEST PALM BEACH AMENDMENTS
 TO THE FBC2001
  
 1.)THE TRUSS PLACEMENT HAS AN INK SEAL
 RATHER THAN AN EMBOSSED SEAL.
 FAC61G15-23.002, DOCUMENTS PREPARED BY
 AN ENGINEER ARE TO BE SIGNED, SEALED,
 DATED ORIGINALS.
Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status F Date 2005-12-16 Cont ID  
Sent By shill Date 2005-12-16 Time 17:15 Rev Time 0.00
Received By shill Date 2005-12-16 Time 17:15 Sent To  
Notes
2005-12-16 00:00:00****CORRECTIONS****
  
 SUBMITTALS; TENDON AND SUPPORT SHOPS AND
 CALCS
  
 BLDG 1, LEVELS 3 & 4
 BLDG 1, ROOF
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
  
 FBC FLORIDA BUILDING CODE 2001
 FBC* CITY OF WEST PALM BEACH AMENDMENTS
 TO THE FBC2001
  
 1.)A TITLE BLOCK IS REQUIRED,
 FAC61G15-23.003.MR. HAMID'S ADDRESS ON
 DBPE WEBSITE IS NOT THE ADDRESS ON THE
 PLAN, WHICH APPEARS TO BE FOR PTE.IF
 PTE IS PRACTICING ENGINEERING AND MR.
 HAMID IS THE INDIVIDUAL WHO IS SEALING
 THE DOCUMENT THROUGH THE COMPANY, THE
 INFORMATION FOR PTE SERVES AS THE TITLE
 BLOCK AND IS REQUIRED TO HAVE THE
 CERTIFICATE OF AUTHORIZATION FOR THE
 FIRM PRINTED ON THE PLAN.IF MR. HAMID
 IS SEALING THE PLAN INDIVIDUALLY, HIS
 TITLE BLOCK WITH ALL INFORMATION
 REQUIRED BY FAC61G15-23.002 IS REQUIRED.
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2005-12-16 Cont ID  
Sent By shill Date 2005-12-16 Time 17:10 Rev Time 0.00
Received By shill Date 2005-12-16 Time 17:09 Sent To  
Notes
2005-12-16 00:00:00SUBMITTALS
  
 STUD RAIL SHOPS
  
 SHORING/RESHORE LETTERS
 BLDG 1 ROOF SHORING/3RD AND 4TH FL
 RESHORE
 BLDG 1 4TH FL SHORING/2ND & 3RD FL
 RESHORE
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2005-08-28 Cont ID  
Sent By jwitmer Date 2005-08-28 Time 10:24 Rev Time 0.33
Received By jwitmer Date 2005-08-28 Time 10:24 Sent To PC
Notes
2005-08-28 00:00:008-28-05 SUBMITTALS:
 SHORING SHOP DRAWINGS
 RESHORE SHOP DRAWINGS
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2005-07-31 Cont ID  
Sent By jwitmer Date 2005-07-31 Time 16:33 Rev Time 0.77
Received By jwitmer Date 2005-07-31 Time 16:33 Sent To B
Notes
2005-07-31 00:00:00SHORING & RESHORING AND LETTERSJW
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2005-05-03 Cont ID  
Sent By jwitmer Date 2005-05-03 Time 13:08 Rev Time 3.33
Received By jwitmer Date 2005-05-03 Time 13:08 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2005-02-11 Cont ID  
Sent By jwitmer Date 2005-02-11 Time 11:28 Rev Time 5.50
Received By jwitmer Date 2005-02-11 Time 11:28 Sent To  
Notes
2005-02-11 00:00:00BUILDING PLAN REVIEW
 PERMIT: 04110183
 ADD: 3900 N FLAGLER DR. BLDG# 1
 CONT: MANHATTEN CONSTRUCTION
 TEL: (813)927-0209
 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.
  
 1) COMMENT #1 FROM THE PREVIOUS REVIEW,
 PROVIDE NOC RECORDED WITH THE CLERK OF
 COURT BEFORE A PERMIT CAN BE ISSUED.
  
 2) COMMENT #7 FROM THE PREVIOUS REVIEW,
 A202, DEALS WITH LISTING THE DOOR RATING
 IN EITHER MINUTES OR HRS. THE HEADING OF
 THIS COLULM STILL INDICATE DOOR "LABEL"
 THE SECOND ISSUE IS THE BUILDINGS
 WITH THE DOORS OF THE TERMINATION ROOM
 THAT ARE ON THE EXTERIOR OF THE BUILDING
  
 HAVE NO RATING. SEE TABLE 705.1.2.
  
 3) COMMENT #8 FROM THE PREVIOUS REVIEW,
 TRASH CHUTE A503 IS TO INDICATE A 2HR
 RATING THROUGH TO THE UNDERSIDE OF THE
 ROOF SHEATHING,THE RATING IS MISSING
 AT THE BOTTOM OF THE TRUSSES, SEE
 705.2.3.4.2.
  
 4) COMMENT #17 FROM THE PREVIOUS REVIEW,
 A502 PROVIDE INFO FOR ACCESS HATCH,
 HATCH DOES NOT NEED TO BE 2 HR RATING
 SINCE IT IS NO LONGER PART OF THE SHAFT.
  
 5)COMMENT # 23 FROM THE PREVIOUS REVIEW,
 1503.4.2 OVERFLOW DRAINS SHALL BE THE
 SAME SIZE AS ROOF DRAINS, INSTALLED WITH
 THE INLET FLOW LINE LOCATED 2" ABOVE THE
 LOWEST POINT OF THE ROOF LINE. OVERFLOW
 SCUPPERS SHALL BE A MINIMUM OF 4"IN
 HEIGTH AND SHALL BE PLACED IN WALLS OR
 PARARETS WITH THE INLET FLOW LINE
 NOT LESS THAN 2" ABOVE THE ROOF SURFACE.
 THE EMERGENCY OVERFLOW DRAIN IS
 INDICATED ON THE "P" SHEETS BUT THE
 HEIGHT FROM THE ROOF LINE IS NOT
 INDICATED, IT COULD BE 6" ABOVE THE ROOF
 DRAIN. THE INTENT IS NOT TO HAVE OVER 4"
  
 OF WATER ON THE ROOF. WITH THE SLOPED
 ROOF SYSTEM IF THE EMERGENCY DRAIN IS
 LEVEL WITH THE ROOF LINE YOU WILL HAVE A
 MAXIMUM OF 4"OF WATER AT THE ROOF
 DRAIN.
  
 6)COMMENT #24 FROM THE PREVIOUS REVIEW,
 1503.4.4 PROTECTION AGAINST DECAY &
 TERMITES. CONDENSATE LINES & ROOF DOWN
 SPOUTS SHALL DISCHARGE AT LEAST 1 FT.
 AWAY FROM THE STRUCTURE SIDEWALL,
 WHETHER BY UNDERGROUND PIPING, TAIL EX-
 TENSIONS, OR SPLASH BLOCKS.
 THE PLUMBING PAGES SHOW COMPLIANCE
 WITH SPLASH BLOCKS FOR DOWN SPOUTS, BUT
 THE MECHANICAL DOESN'T INDICATE
 COMPLIANCE FOR CONDENSATE DRAINS.
  
 7)COMMENT #25 FROM THE PREVIOUS REVIEW,
 BUILDING # 1 SHOWS COMPLIANCE, BUT THE
 OTHER BUILDINGS DO NOT HAVE ANYNOTES
 OR DETAIL INDICATING COMPLIANCE.
 1511.7 ROOF MOUNTED MECHANICAL UNIT
 S SHALL BE MOUNTED ON CURBS RAISED A
 MINIMUM OF 8 INCHES ABOVE THE ROOF SUR-
 FACE, OR WHERE ROOFING MATERIALS EXTEND
 BENEATH THE UNIT, ON RAISED EQUIPMENT
 SUPPORTS PROVIDING A MINIMUM CLEARENCE
 HEIGHT IN ACCORDANCE WITH TABLE 1511.7.
 MECH. 301.13 WIND RESISTANCE MECHANICAL
 EQUIPMENT, APPLIANCES AND SUP PORTS THAT
 ARE EXPOSED TO WIND SHALL BE DESIGNED
 AND INSTALLED TO RESIST THE WIND
 PRESSURES ON THE EQUIPMENT & THE
 SUPPORTS AS DETERMINED IN ACCORDANCE
 WITH THE FL BLD CODE. THIS MAY BE ACCOMP
 LISHED BY DESIGN OR BY APPLICATION OF
 SECTION 301.13.1.
  
 8)COMMENT #26 MEAN ROOF HEIGHT IS ABOVE
 35', THE WEST PALM AMENDMENTS ARE GOOD
 TO 35', ENGINEER TO INDICATE NAILING
 PATTERNS FOR ABOVE 35'. TABLE 2306.1*
  
 9)COMMENT #27 FROM THE PREVIOUS REVIEW,
 THE STRUCTURAL PLANS DO NOT PROVIDE A
 ROOF FRAMING PLAN WITH THE TRUSSES
 IDENTIED, NOR THE LOADS TO BE IMPOSED,
 UPLIFT, GRAVITY NOR F1OR F2. THE ROOF
 TRUSSES ARE PART OF THE MAIN WIND FORCE
 RESISTING SYSTEM FOR THE STRUCTURE.
 THESE LOADS NEED TO BE IDENTIFIED TO
 ALLOW FOR THE CORRECT ANCHORS TO BE
 EMBEDDED INTO THE CONCRETE POUR. SEE
 FBC 1606.2.4
  
 10)COMMENT # 28 FROM THE PREVIOUS REVIEW
 THERE IS NO ANCHOR SCHEDULE IDENTIFYING
 THE MANUFACTURER, MODEL NUMBER, AND THE
 ALLOWABLE LOADSFOR ANCHORS THAT ARE
 PRINTED IN THE MANUFACTURERS 2005
 CATALOG.
  
 11)COMMENT #28C) FROM THE PREVIOUS
 REVIEW, SHEAT S9-1 "SEE LATEST SIMPSON
 CATALOG FOR FASTENER REQUIREMENTS
 CORRESPONDING TO SIMSON CONNECTORS
 SPECIFIED. THE DESIGN PROFESSIONAL
 HASN,T GIVEN ANY VALUES FOR UPLIFT OR
 OTHER VALUES OF RESISTANCE. NOR HAS THE
 DESIGN PROFESSIONAL PROVIDED A ANCHOR
 SCHEDULE INDICATING WHAT VALUES THAT
 THEY PREFER TO USE.104.2.1 W.P.B.
 ADMINISTRATIVE CODE DRAWINGS &
 SPECIFICATIONS SHALL CONTAIN
 INFORMATION, IN THE FORM OF NOTES OR
 OTHERWISE, AS TO THE QUALITY OF
 MATERIALS, WHERE QUALITY IS ESSENTIAL TO
 CONFORMITY WITH THE TECHNICAL CODES.
 SUCH INFORMATION SHALL BE SPECIFIC
 AND THE TECHNICAL CODES "SHALL NOT BE
 CITED AS A WHOLE OR IN PART, NOR THE
 TERM "LEGAL" OR ITS RQUIVALENT BE USED
 AS A SUBSTITUTE FOR SPECIFIC
 INFORMATION".
  
 12) COMMENT #29A) FROM THE PREVIOUS
 REVIEW. A-451 DETAIL #4, THE ATTACHMENT
 OF THE FOAM BRAKET,PLANS DO NOT
 PROVIDE WHAT TYPE OF ATTACHMENT METHOD
 TO BE USED OR QUANITITY OF FASTENERS.
  
 13) COMMENT #30 FROM THE PREVIOUS REVIEW
 A442 DETAIL #8, THE BAHAMA SHUTTER IS TO
 BE ATTACHED TO A 2X_, THE SHUTTER
 PRODUCT APPROVAL PROVIDES FASTENERS FOR
 THE SHUTTER BUT THE DETAIL LACKS HOW
 THE FRAMING MEMBER IS ATTACHED TO THE
 STRUCTURE. FASTENER, SIZE & SPACING.
  
 14) COMMENT #32 FROM THE PEVIOUS REVIEW,
 PROVIDE UNITITY OF TITLE FOR LOTS:
 74-43-43-09-01-000-0110
 74-43-43-09-01-000-0090
  
 15) COMMENT #31 FROM THE PEVIOUS REVIEW,
 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.
  
 THESE COMMENTS MAY OR MAY NOT PERTAIN TO
 BUILDING #1 SINCE THE PLANS HAVE ALL
 BUILDINGS COMBINED, OTHER COMMENTS MAY
 APPEAR THAT WERE NOT PART OF THE
 PREVIOUS REVIEW SINCE ALL BUILDINGS ARE
 INCORPORATED INTO ONE PLAN. PLEASE BREAK
 THE MEP INTO A SINGLE UNIT, PLANS ARE TO
 CUMBERSOME TO REVIEW AS IS,
  
 *********NOTE*******NOT ALL ROLLS OF
 PLANS ARE COMPLETE,SOME ARE MISSING
 THE STRUCTURAL PAGES TOTALLY.
  
 *********NOTE******PRODUCT APPROVALS (3)
 SETS OF PRODUCT APPROVALS WILL BE
 REQUIRED FOR PROJECT.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2004-12-08 Cont ID  
Sent By jwitmer Date 2004-12-08 Time 11:37 Rev Time 3.33
Received By jwitmer Date 2004-12-08 Time 09:02 Sent To  
Notes
2004-12-08 00:00:00BUILDING PLAN REVIEW
 PERMIT: 04110183
 ADD: 3900 N FLAGLER**BLDG# 1**
 CONT: MANHATTEN CONSTRUCTION
 TEL: (813)927-0209
 CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW
 ACTION: DENIED
  
  
 1) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 2) FBC* 105.3RESIDENT INSPECTOR.
 SUBMIT INSPECTOR RESUME' AND LICENSE
 DOCUMENTS TO HAROLD PISKURA, DIRECTOR
 OF
 THE RESIDENT INSPECTOR PROGRAM.A
 RESIDENT INSPECTOR PROGRAM IS REQUIRED,
 ON THIS PROJECT, DUE TO ONE OR MORE OF
 THE FOLLOWING:
 - BUILDINGS/ADDITIONS OF TYPE I OR II
 CONSTRUCTION
 - ANY MAJOR STRUCTURAL ALTERATIONS
 - STRUCTURES IN WHICH THE CONCRETE
 DESIGN IS BASED ON COMPRESSIVE
 STRENGTH (F'C) IN EXCESS OF 3000 PSI
 - PILE DRIVING
 - BUILDINGS OVER 20,000 SQFT IN AREA
 - BUILDINGS OVER 2 STORIES IN HEIGHT
 - BUILDING/STRUCTURES OF UNUSUAL
 DESIGN
 OR METHODS OF CONSTRUCTION
  
 3)THE FINISHED FLOOR LEVEL SHALL BE
 VERIFIED BY A SIGNED AND SEALED
 ELEVATION CERTIFICATE. SITE IS LOCATED
 IN A (A5) FLOOD ZONE, THE MINIMUM
 FINISH
 SLAB MUST BE 7.5' NGVD.
  
 4) 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
 FLORIDA.
  
 5) PLANS INDICATE THE USE OF AUGER
 PILE,
 THE SOILS ENGINEER TO PROVIDE
 INFORMATION AS TO WHAT THEY WIL BE
 INSPECTING, GROUT, SPACING DEPTH ETC
 SEE
 REQUIREMENTS IN SECTION 1809.2 FOR
 AUGERED PILE.
  
 6) PLANS ARE CUMBERSOME, OR UNWIELDY
 TRYING TO REVIEW 6 BUILDINGS IN ONE SET
 OF PLANS. WITH THE NUMBER OF PAGES AND
 DETAILS IT IS DIFFICULT TO TURN TOO,
 LOCATE AND REFRENCE THE VARIOUS
 DETAILS.
 THIS MAY CREATE ADDITIONALCOMMENTS
 THAT AREN'T ADDRESSED ON THE FIRST
 REVIEW, AT BEST BREAK OUT THE VARIOUS
 TRADES UNTIL A PERMIT SET OF PLANS IS
 APPROVED AND READY FOR PERMIT.
  
 7) A202 LIST VARIOUS DOORS AS EITHER
 "B" OR "C" LABELED DOORS, SEE TABLE
 705.1.2 THAT LIST THE DOOR RATING IN
 EITHER MINUTES OR HOURS.
  
 8) TRASH CHUTE- S8-4 DETAILS AA & BB
 BOTH HAVE THE @ HR RATED SHAFT STOPPING
 SHORT OF THE PLYWOOD ROOF SHEATHING.SEE
 705.2.3.4.2.
  
 9) F101 TYPICAL FLOORS 2-4 ARE MISSING
 THE FIRE SPRINKLER AT THE TOPAND
 ALTERNATING FLOORS LEVELS AND
 TERMINATION ROOM. 705.2.4.6
  
 10) S8-6, A442 & A464 VARIOUS DETAILS
 INDICATE THE USE OF 5/8" EXTERIOR
 SHEATHING? NO MENTION AS TO MATERIAL,
 TYPE V BUILDING.
  
 11) A.442 VARIOUS DETAILS INDICATE THE
 USE OF 6" METAL STUDS FOR EXTERIOIR
 FRAMING. WITHOUT THE WALL ASSEMBLY
 DESCRIPTION ABOVE UNABLE TO DETERMINE
 TABLE 2213.1A./ 2213.1B.
  
 12)FL BLD CODE CHAP 13 ENERGY EFFICENCY
 PROVIDE ENERGY CALS/ W MANUAL "J"
  
 13) FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED, A106
 THE ELEVATOR LOBBY DOORS ARE NOT
 NUMBERED NOR THE FRONT ENTRY DOORS TO
 THE UNIT DO NOT HAVE FIRE RATINGS SEE
 TABLE 705.1.2.
  
 14) A.501 DETAILS INDICATE A 1/2"
 HANDRAIL SEE 1007.5.3.
  
 15) FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED, A502
 INDICATES A DETAIL OF THE ELEVATOR
 SHAFT
 3003.1.8 A METAL OR CONCRETE FLOOR
 SHALL
 BE PROVIDED AT THE TOP OF ALL
 HOISTWAYS.
 INDICATECODE COMPLIANCE, IF SO THEN
 PROVIDE THE DETAIL FOR THE 2 HR RATED
 CEILING.
  
 16) A502 INDICATES THE ELEVATOR VENTING
 BUT SIZE IS NOT GIVEN PROVIDE:
 3003.6.3 THE AREA OF THE VENTS SHALL
 BE
 NOT LESS THAN 3 SQ FT FOR EACH ELEVATOR
 CAR, WHICHEVER IS GREATER.
  
 17) A502 PROVIDE REPORT FOR THE 2HR
 RATED ACCESS HATCH.
  
 18) A503 INDICATES THE USE OF WOOD
 TRUSSES BUT NO INFORMATION PROVIDE FOR
 SOFFIT ATTIC VENTING? 2309.7.
  
 19) 301.13.1 GROUND MOUNTED A/C UNITS:
 GROUND-MOUNTED UNITS FOR R3 RESIDENTIAL
 APPLICATIONS MAY BE ANCHORED WITH # 14
 SCREWS WITH GASKETED WASHERS ACCORDING
 TO THE FOLLOWING:
 1) FOR UNITS WITH SIDES LESS THAN 12",
 ONE SCREW SHALL BE USED AT EACH SIDE OF
 THE UNIT.
 2) FOR UNITS BETWEEN 12" & 24", TWO
 SCREWS SHALL BE USED PER DIDE.
 3) FOR UNITS BETWEEN 24" & 36", THREE
 SCREWS SHALL BE USED PER SIDE.
 4) FOR UNITS GREATER THAN 36" OR 5
 TONS
 ANCHORAGE SHALL BE DESIGN IN ACCORDANCE
 WITH 301.13. (140 MPH).
  
 20)1606.1.4(1) IN WIND BORNE DEBRIS
 REGIONS, EXTERIOR GLAZING THAT RECEIVES
 POSITIVE PRESSURE IN BUILDINGS SHALL BE
 ASSUMED TO BE OPENINGS UNLESS SUCH
 GLAZING IS IMPACT RESISTANT OR
 PROTECTED
 WITH AN IMPACT RESISTANT COVERING MEET-
 ING THE REQUIREMENTS OF SSTD 12, ASTM
 E 1886 AND ASTM E 1996 OR MIAMI-DADE.
 1) GLAZED OPENINGS LOCATED WITHIN 30
 FT
 OF GRADE SHALL MEET THE REQUIREMENTS OF
 LARGE MISSLE TEST.
 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
  
 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) WINDOWS FIXED & OPERTABLE
 B)DOORS, SWING, SLIDING AND OVERHEAD
 C) MULLIONS
 D)LOUVERS
 E) EXTERIOR RAILINGS
 F) STORM SHUTTERS
 G) TRUSS ANCHORS
 H) EXTERIOR RAILINGS
 I) ROOFING ASSEMBLIES/ FLAT & PITCHED
 ROOFS
 J)SOFFIT- POLYBEAD
  
 21)1707.4.5.1 MULLIONS OCCURRING
 BETWEEN
 INDIVIDUAL WINDOW AND GLASS
 DOOR ASSEMBLIES. TESTING REPORTS ARE
 REQUIRED BY AN APPROVED TESTING
 LABORATORY OR BE ENGINEERED.
  
 22) 1707.4.5.2 MULLIONS SHALL BE
 DESIGN-
 ED TO TRANSFER THE DESIGN PRESSURE
 LOADS
 APPLIED BY THE WINDOW OR DOOR
 ASSEMBLIES
 TO THE ROUGH OPENING SUBTRATE.
  
 23)1503.4.2 OVERFLOW DRAINS SHALL BE
 THE
 SAME SIZE AS ROOF DRAINS, INSTALLED
 WITH
 THE INLET FLOW LINE LOCATED 2" ABOVE
 THE
 LOWEST POINT OF THE ROOF LINE. OVERFLOW
 SCUPPERS SHALL BE A MINIMUM OF 4"IN
 HEIGTH AND SHALL BE PLACED IN WALLS OR
 PARARETS WITH THE INLET FLOW LINE
 NOT LESS THAN 2" ABOVE THE ROOF
 SURFACE.
  
 24) 1503.4.4 PROTECTION AGAINST DECAY &
 TERMITES. CONDENSATE LINES & ROOF DOWN
 SPOUTS SHALL DISCHARGE AT LEAST 1 FT.
 AWAY FROM THE STRUCTURE SIDEWALL,
 WHETHER BY UNDERGROUND PIPING, TAIL EX-
 TENSIONS, OR SPLASH BLOCKS.
  
 25)1511.7 ROOF MOUNTED MECHANICAL UNITS
 SHALL BE MOUNTED ON CURBS RAISED A
 MINIMUM OF 8 INCHES ABOVE THE ROOF SUR-
 FACE, OR WHERE ROOFING MATERIALS EXTEND
 BENEATH THE UNIT, ON RAISED EQUIPMENT
 SUPPORTS PROVIDING A MINIMUM CLEARENCE
 HEIGHT IN ACCORDANCE WITH TABLE 1511.7.
 MECH. 301.13 WIND RESISTANCE MECHANICAL
 EQUIPMENT, APPLIANCES AND SUP PORTS
 THAT
 ARE EXPOSED TO WIND SHALL BE DESIGNED
 AND INSTALLED TO RESIST THE WIND
 PRESSURES ON THE EQUIPMENT & THE
 SUPPORTS AS DETERMINED IN ACCORDANCE
 WITH THE FL BLD CODE. THIS MAY BE
 ACCOMP
 LISHED BY DESIGN OR BY APPLICATION OF
 SECTION 301.13.1.
  
 26) MEAN ROOF HEIGHT IS ABOVE 35' THE
 WEST PALM NAILING AMENDMENTS ARE GOOD
 TO
 A ROOF HEIGHT OF 35'.
 ENGINEER TO PROVIDE THE ADDITIONAL
 NAILING FOR THE ROOF ZONES 1,2&3.
  
 TABLE 2306.1 PALM BEACH COUNTY
 AMENDMENTS
 ROOF SHEATHING NAILING REQUIREMENTS
  
 ZONE 1 & 28D COMMON
 6" EDGES & 6" INTERMEDIATES
  
 ZONE 38DCOMMON
 4" EDGES & 6" INTERMEDIATES
 PROVIDE THE NAILING REQUIREMENTS FOR
 ZONES 1,2&3 FOR ROOF AREAS OVER 35'.
  
 27) THE STRUCTURAL PLANS DO NOT PROVIDE
 A ROOF FRAMING PLAN WITH THE TRUSSES
 IDENTIFIED, NOR THE LOADS IDENTIFIED,
 UPLIFT, GRAVITY NOR F1,F2. THE ROOF
 TRUSSES ARE PART OF THE MAIN FORCE
 RESISTING SYSTEM AND SO ALL ELEMENTS OF
 THE TRUSS PACKAGE SYSTEM NEED TO BE
 ENGINEERED. SEE 1606.2.4.
  
 28) THERE IS NO TRUSS ANCHOR SCHEDULE
 IDENTIFYING THE MANUFACTURER MODEL
 NUMBER OF ANCHOR OR VALUE THE TRUSS
 ANCHOR CAN BE LOADED TO. SEE
 28A)1707.3.1 JOIST HANGERS, FRAMING
 ANCHORS & SIMILAR DEVICES SHALL BE
 TEST-
 ED IN ACCORDANCE W/ ASTM D 1761 & BE
 LABELED AND LISTED FOR THEIR LOAD
 CARRY-
 ING CAPACITY.
  
 28B)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.
 28C) THE COMMENT ON S9-1 "SEE LATEST
 SIMSON CATALOG FOR FASTENER
 REQUIREMENTS
 CORRESPONDING TO SIMSON CONNECTOR
 SPECIFIED. PLEASE EXPLAIN COMMENT.
 104.2.1 W.P.B. ADMINISTRATIVE CODE
 DRAWINGS & SPECIFICATIONS SHALL CONTAIN
 INFORMATION, IN THE FORM OF NOTES OR
 OTHERWISE, AS TO THE QUALITY OF
 MATERIALS, WHERE QUALITY IS ESSENTIAL
 TO
 CONFORMITY WITH THE TECHNICAL CODES.
 SUCH INFORMATION SHALL BE SPECIFIC
 AND
 THE TECHNICAL CODES "SHALL NOT BE CITED
 AS A WHOLE OR IN PART, NOR THE TERM
 "LEGAL" OR ITS RQUIVALENT BE USED AS A
 SUBSTITUTE FOR SPECIFIC INFORMATION".
  
 29) FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 A-451 DETAIL 4 PROVIDE THE FOLLOWING:
 A) ATTACHMENT OF THE FOAM BRAKET
 B) ATTACHMENT OF THE RIGID INSULATION
  
 BOARD
 C) 5/8 GYPSUM SOFFIT BOARD: ADDITIONAL
  
 INFORMATION ON PRODUCT?
  
 30) A442 DETAIL# 8 WINDOW HEADER W/
 BAHAMA SHUTTER PROVIDE ADDITIONAL
 INFORMATION, THE FASTENERS ARE LOCATED
 WITHIN 3/4" OF THE CONCRETE FACE, WILL
 THERE BE A REDUCTION IN LOADING FOR
 THIS
 FASTENING SYSTEM?
  
 31) 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.
  
 32) PROVIDE A UNITY OF TITLE FOR LOTS:
 74-43-43-09-01-000-0110
 74-43-43-09-01-000-0090
 TABLE 600 ISSUES MAY ARISE OTHERWISE.
  
 33) TABLE 500 ISSUES, TYPE "V"
 UNPROTECTED ONLY ALLOWS 2 STORIES, TO
 CLAIM THE HEIGHT OF A (4) STORY BUILDING
 TABLE 500 FOOTNOTE "J" AND 903.2 WILL
 REQUIRE A FULL NFPA 13 FIRE SPRINKLER
 SYSTEM. THE ONLY EXCEPTION IS 503.2.2
 FOR TYPE I, II
 OR TYPEIII.
  
 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 13 Status P Date 2007-02-12 Cont ID  
Sent By jleahy Date 2007-02-12 Time 16:23 Rev Time 1.00
Received By jleahy Date 2007-02-12 Time 16:23 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 12 Status P Date 2006-12-22 Cont ID  
Sent By jleahy Date 2006-12-22 Time 06:42 Rev Time 0.45
Received By jleahy Date 2006-12-22 Time 06:42 Sent To  
Notes
2006-12-22 06:42:59PAGE E-501
Review Stop E ELECTRICAL
Rev No 11 Status P Date 2006-12-07 Cont ID  
Sent By jleahy Date 2006-12-07 Time 06:30 Rev Time 1.00
Received By jleahy Date 2006-12-07 Time 06:29 Sent To  
Notes
2006-12-07 06:30:13REVISION 10,11, E302,303,304,203,201,501,502,503
  
 NEED TO VERIFY SIZE OF FIRE PUMP CONTROLERS, BATH
 FIXTURES TO BE INSTALLED PER 210.70A
Review Stop E ELECTRICAL
Rev No 10 Status P Date 2006-10-31 Cont ID  
Sent By jleahy Date 2006-10-31 Time 16:21 Rev Time 1.00
Received By jleahy Date 2006-10-31 Time 16:21 Sent To  
Notes
2006-10-31 16:21:02NEED SIZE OF CONTROLLERS NOT SHOWN ON DRAWINGS
2006-10-20 07:09:29ELECTRICAL RISER/ REVISIONS GIVEN TO JAKE LEAHY FOR
 REVIEW.
Review Stop E ELECTRICAL
Rev No 9 Status P Date 2006-06-16 Cont ID  
Sent By dpalmer Date 2006-06-16 Time 20:10 Rev Time 0.00
Received By dpalmer Date 2006-06-16 Time 20:10 Sent To FIRE
Notes
2006-06-16 00:00:00REV FOR UNIT LAYOUT FOR BLDG #1 OK,
 STAMPED, ROUTED TO FIRE FOR REVIEW.
Review Stop E ELECTRICAL
Rev No 8 Status N Date 2006-06-02 Cont ID  
Sent By dpalmer Date 2006-06-02 Time 07:52 Rev Time 0.00
Received By dpalmer Date 2006-06-02 Time 07:43 Sent To  
Notes
2006-06-02 00:00:00PLANS CONTAIN NO ELEC REV'S, YET COVER
 SHEET WAS CHECKED FOR ELECTRICAL.
Review Stop E ELECTRICAL
Rev No 7 Status F Date 2006-05-17 Cont ID  
Sent By dpalmer Date 2006-05-17 Time 07:57 Rev Time 0.00
Received By dpalmer Date 2006-05-17 Time 07:44 Sent To  
Notes
2006-05-17 00:00:00******** UNSAT *********
  
  
 1) NOTE: PLEASE SEE COMMENTS FROM
 PREVIOUS REVIEW AS THE SD'S ARE STILL
 SHOWN BEING WIRED TO MORE THAN ONE
 CIRCUIT IN A SINGLE UNIT??
 PLEASE KNOW, THE SD'S ARE REQUIRED TO
 WIRED "INLINE", WHICH AS SHOWN ON
 MULTIPLE CIRCUITS IS NOT PERMITTED.
 THESE MAY BE WIRED TO THE ARC FAULT
 PROTECTED BEDRM CIRCUIT, HOWEVEER THESE
 CAN ONLY BE ON ONE CIRCUIT.
 NFPA-72 8-1.4.1.6.2,
  
 2) NOTE: PLEASE SEE SEC'S HAVE NOW BEEN
 DOWN SIZED TO 3/0'S FOR ONE FIRE PUMP
 SERVICE, AND 4/0'S FOR THE OTHER.
 PLEASE SEE THAT THE SEC'S SHALL ME SIZED
 ACCORDINGLY TO THE OCP, HP, AND THE SIZE
 OF THE FPC.
 PLEASE SEE 310.16, AS 3/0'S ARE ONLY
 RATED AT 200A'S AND THE 4/0'S ARE ONLY
 RATED FOR 225A'S. PLEASE SEE
 240.4,310.16.
 THE OCP SHOWN ON MAIN IS 250A'S.
 (LOOCKED ROTOR SHOULD BE SET AND PART OF
 THE FPC AND MUST BE 6X THE FLA'S.
 695.4/695.5
  
 ** NOTE **
 PLEASE KNOW, IT HAS COME TO THE
 ATTENTION OF THIS OFFICE THAT SOME OF
 THE SLIDING GLASS DOORS ON PLANS ARE
 ACTUALLY "FIXED GLASS PANELS" PLEASE SEE
 210.52 AS "FIXED GLASS" IS CONSIDERED
 WALL SPACE.
 PLEASE SEE PLANS IN MANY PLACES STILL
 INDICATE MANY OF THESE AS SLIDING GLASS
 DOORS?? AS REVIEWED ON PREVIOUS PLANS.
 ANY INSTALLATION OF FIXED GLASS PANELS,
 WILL BE VERIFIED IN THE FIELD AND PLANS
 SHALL BE REVISED ACCORDING TO ACTUAL
 WALL SPACE CONSTRUCTED.
  
  
 PLEASE REVISE AND SUBMIT THE ABOVE
 INFORMATION FOR REVIEW. IF THERE ARE ANY
 QUESTIONS, PLEASE DO NOT HESITATE IN
 CONTACTING THIS OFFICE.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 [email protected]
Review Stop E ELECTRICAL
Rev No 6 Status N Date 2006-01-23 Cont ID  
Sent By dpalmer Date 2006-01-23 Time 15:07 Rev Time 0.00
Received By dpalmer Date 2006-01-23 Time 15:07 Sent To M
Notes
2006-01-23 00:00:00SUBMITTIAL FOR DRY-IN OF BLDG,NOT FOR
 ELEC REVIEW.
Review Stop E ELECTRICAL
Rev No 5 Status N Date 2005-12-30 Cont ID  
Sent By dpalmer Date 2005-12-30 Time 15:08 Rev Time 0.00
Received By dpalmer Date 2005-12-30 Time 15:08 Sent To  
Notes
2005-12-30 00:00:00APPLIANCE SUBMITTIALS NOT NEED FOR
 REVIEW.
Review Stop E ELECTRICAL
Rev No 4 Status F Date 2005-12-09 Cont ID  
Sent By dpalmer Date 2005-12-09 Time 15:38 Rev Time 0.00
Received By dpalmer Date 2005-12-09 Time 15:38 Sent To  
Notes
2005-12-09 00:00:00****** UNSAT *******
  
 1)NOTE: PLEASE SEE NOTE ON ALL PLANS
 INDICATE SD'S ARE TO BE WIRED TO
 HALL/FOYER CIRCUITS, HOWEVER CIRCUITING
 ON PLANS WAS NOT CHANGED.
 PLEASE BE SURE THAT IF THESE SD'S ARE
 NOW GOING TO CHANGE TO HALL/FOYER LTS,
 THEN THESE CIRCUITS WILL ALSO NOW BE
 REQUIRED TO BE ARC FAULT.210.12
 PLEASE ALSO SEE CIRCUITING FOR SD'S HAS
 GONE BACK TO THE SD'S OF THE SAME UNIT
 BEING WIRED TO MORE THAN ONE CIRCUIT.
 SMOKE DETECTORS ARE REQUIRED TO BE WIRED
 INLINE AND THIS WILL NOT WORK ON MORE
 THAN ONE CIRCUIT.
 PLEASE ADJUST ALL CIRCUITING.
  
 2)NOTE: PLEASE SEE FIRE PUMP
 FEEDERS/SEC'S FROM THE FPL TRANSFORMER
 TO THE METER AND FROM THE METER TO THE
 FIRST MEANS OF DISCONNECT IS NOTED AS
 HAVING AN EQUIPMENT GROUNDING CONDUCTOR.
 PLEASE REVISE SCHEDULE.
 THESE ARE ONLY INSTALLED AFTER THE FIRST
 MEANS OF DISCONNECT.
  
 3)NOTE: PLEASE SEE 302 WHICH DOES NOT
 INDICATE ANY REVISONS, HOWEVER TITLE
 BLOCK DOES INDICATE THIS.
  
 4)NOTE: PLEASE SEE 620.23 A SEPARATE
 BRANCH CIRCUIT SHALL SUPPLY THE MACHINE
 ROOM OR CONTROL ROOM/MACHINERY SPACE OR
 CONTROL SPACE LIGHTING AND
 RECEPTACLE(S).
  
 PLEASE MAKE THE ABOVE CORRECTIONS AND
 SUBMIT FOR REVIEW. IF THERE ARE ANY
 QUESTIONS, PLEASE DO NOT HESITATE IN
 CONTACTING THIS OFFICE.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 [email protected]
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2005-04-25 Cont ID  
Sent By dpalmer Date 2005-04-25 Time 18:26 Rev Time 4.00
Received By dpalmer Date 2005-04-25 Time 18:26 Sent To  
Notes
2005-04-25 00:00:00**REDLINED **
  
 1) NO EQUIPMENT GROUNDING CONDUCTORS
 FROM TRANSFORMER TO METER OR METER TO
 FIRST MEANS OF DISCONNECT.
 250.6,250.24
 EQUIPMENT GROUNDING CONDUCTORS SHOWN TO
 FIRE PUMP SHALL NOT BE INSTALLED.
  
 ALL 12 ROLLS STAMPED FOR ELECTRICAL.
 NO REVISION NEEDED.
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2005-02-14 Cont ID  
Sent By dpalmer Date 2005-02-14 Time 09:52 Rev Time 1.50
Received By dpalmer Date 2005-02-14 Time 09:52 Sent To  
Notes
2005-02-14 00:00:00*** NOTES ***
 THIS IS FOR BLDGS: 1,2,5 AND 6.
 THIS COMMENT DOES NOT AFFECT BLDGS: 3 OR
 4.
  
 1)NOTE:PLEASE SEE NFPA-20 IN REFERENCE
 TO FIRE PUMP ELECTRICAL SERVICE
 LOCATION.
 PLEASE SEE SERVICE SHALL BE LOCATED AS
 NOT TO BE AFFECTED IN CASE OF FIRE /
 EXPLOSION ETC WITH MAIN ELECTRICAL
 SERVICE.
 THIS FIRE PUMP SERVICE SHOULD STILL BE
 LOCATED IN CLOSE PROXIMITY TO MAIN
 ELECTRICAL RM.
 PLEASE SEE NFPA-20, 6.2.1
 6-2.1 SERVICE.
 WHERE POWER IS SUPPLIED BY A SERVICE, IT
 SHALL BE LOCATED AND ARRANGED TO
 MINIMIZE THE POSSIBILITY OF DAMAGE BY
 FIRE FROM WITHIN THE PREMISES AND
 EXPOSING HAZARDS.
 NFPA-70 695
 THE CONNECTION SHALL BE LOCATED AND
 ARRANGED SO AS TO MINIMIZE THE
 POSSIBILITY OF DAMAGE BY FIRE FROM
 WITHIN THE PREMISES AND FROM EXPOSING
 HAZARDS.
 MOST IMPORTANT IN 695.3(A)(2) IS THE
 REQUIREMENT THAT A FIRE IN ONE SOURCE
 NOT AFFECT THE RELIABILITY OF ANOTHER
 SOURCE.
  
 THIS WAS NOT IN ORIGINAL REVIEW NOTES.
  
 PLEASE MAKE THE ABOVE CHANGES AND SUBMIT
 FOR REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE DO NOT HESITATE TO CONTACTING.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 [email protected]
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2004-12-01 Cont ID  
Sent By dpalmer Date 2004-12-01 Time 14:44 Rev Time 0.00
Received By dpalmer Date 2004-11-23 Time 15:46 Sent To  
Notes
2004-12-01 00:00:00PLEASE SEE NOTES UNDER 04110182
2004-11-30 00:00:00NOTES TO FOLLOW
Review Stop ENG ENGINEERING CSD
Rev No 2 Status N Date 2005-02-23 Cont ID  
Sent By mamini Date 2005-02-23 Time 11:18 Rev Time 0.00
Received By mamini Date 2005-02-23 Time 11:18 Sent To  
Notes
2005-02-23 00:00:00N:
  
 1. SEE PERMIT# 05021226 FOR
 UNDERGROUND UTILITIES AND SITE WORK.
 THIS PERMIT INCLUDES BUILDING PADS
 PREPARATION FOR ALL BUILDINGS.
  
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2004-11-15 Cont ID  
Sent By mamini Date 2004-11-15 Time 15:46 Rev Time 1.00
Received By mamini Date 2004-11-15 Time 15:47 Sent To  
Notes
2004-11-15 00:00:00PASSED WITH PROVISOS:
 1. EROSION AND SEDIMENTATION CONTROL
 DEVICES SHALL BE IN PLACE PRIOR TO
 BEGINNING CLEARING OR GRUBBING,
 DEMOLITION, OR OTHER SUCH CONSTRUCTION
 ACTIVITIES. THE DEVICES SHALL BE
 INSTALLED, MONITORED, AND MAINTAINED IN
 ACCORDANCE WITH ALL APPLICABLE FEDERAL,
 STATE, AND LOCAL REQUIREMENTS.
  
 2. WORK WITHIN PUBLIC R.O.W REQUIRES A
 PERMIT FROM PUBLIC UTILITIES AND
 ENGINEERING, PLEASE SUBMIT M.O.T PLANS
 ALSO AT THE TIME OF APPLICATION ATT:
 WINDEL PALMER, 494-1086.
  
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
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Rev No 5 Status N Date 2006-06-08 Cont ID  
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Notes
2006-06-08 00:00:00REVISION DATED 2/13/06
  
 NO NEW COMMENTS SINCE LAST FIRE REVIEW.
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Rev No 4 Status N Date 2006-01-26 Cont ID  
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Notes
2006-01-26 00:00:00PLEASE SEE NOTES UNDER PERMIT # 04110182
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***NONE***
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***NONE***
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2004-12-31 00:00:00SEE COMMENTS ON PERMIT 04110184
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 7/19/06--CONTRACTOR PULLED PLANS FROM
 REVIEW PROCESS--SEE FRONT SCREEN NOTE.
 ADARROUGH
  
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2005-01-26 00:00:00SUBMITTAL GIVEN TO NEIL
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2005-01-20 00:00:00TO "COMM BD#61/RESUB.
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Rev No 1 Status N Date 2004-12-31 Cont ID  
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2004-11-05 00:00:00TO COMM BD#
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Sent By   Date   Time   Rev Time 0.00
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Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 9 Status P Date 2007-03-08 Cont ID  
Sent By rregueir Date 2007-03-08 Time 08:57 Rev Time 0.00
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***NONE***
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Rev No 8 Status P Date 2006-06-29 Cont ID  
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Notes
***NONE***
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Rev No 7 Status F Date 2006-06-20 Cont ID  
Sent By hmoser Date 2006-06-20 Time 10:06 Rev Time 0.00
Received By hmoser Date 2006-06-20 Time 10:06 Sent To  
Notes
2006-06-20 00:00:00PLEASE PROVIDE ENERGY CALCULATIONS AND
 MANUAL J WITH REVISIONS.
 PLAN REVIEW BY HAROLD MOSER 561-805-6732
Review Stop M MECHANICAL (A/C)
Rev No 6 Status P Date 2006-06-16 Cont ID  
Sent By hmoser Date 2006-06-16 Time 15:03 Rev Time 0.00
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Notes
***NONE***
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Rev No 5 Status P Date 2006-06-05 Cont ID  
Sent By tgordon Date 2006-06-05 Time 14:33 Rev Time 1.00
Received By tgordon Date 2006-06-05 Time 14:33 Sent To  
Notes
2006-06-05 00:00:00MECH. REVISION TO PAGE M-201.
 *** PROVISO ***
 1) FLOOR DRAINS ARE NOT PERMITTED IN
 OPEN RETURN AIR PLENUMS, PER 2001 FBC/P
 901.2, AND FBC/M 601.3 .
 MECHANICAL PLAN REVIEW BY;
 TOM GORDON (561) 805-6729.
Review Stop M MECHANICAL (A/C)
Rev No 4 Status F Date 2006-01-04 Cont ID  
Sent By pkrauss Date 2006-01-04 Time 15:39 Rev Time 0.00
Received By pkrauss Date 2006-01-04 Time 15:39 Sent To  
Notes
2006-01-04 00:00:00DENIED: PERMIT 04110183
 PLANS INDICATE VE FOR VARIOUS AHU'S TO A
 LESSER TONNAGE/BTU'S.ENERGY &MANUAL
 J CALCULATIONS HAVE NOT BEEN REVISED.
 PLEASE CLARIFY MANUFACTURER REQUIREMENT
 FOR SIZING OF THE LINE SETS.
  
 PLANS INDICATE THE FOLLOWING CHANGES:
 PLAN SHEET M-201 UNIT A1
 AHU-1 (2 TON) REPLACING AHU-2 (2.5 TON)
 AHU-5 (4 TON) REPLACING AHU-6 (5 TON)
  
 PLAN SHEET M203 UNIT C2
 AHU-1 (2 TON) REPLACING AHU-2 (2.5 TON)
 AHU-2 (2.5 TON) REPLACING AHU-3 (3 TON)
  
 PLAN SHEET M205 UNIT C3
 AHU-4 (3.5 TON) REPLACING AHU-5 (4 TON)
 AHU-7 (1.5 TON ) REPLACING AHU-1 (2 TON)
  
 PLAN SHEET M206 UNIT A4
 AHU-1 (2 TON) REPLACING AHU-2 (2.5 TON)
 AHU-5 (4 TON) REPLACING AHU-6 (5 TON)
  
 PLAN SHEET M208UNITS E5 & D-5
 AHU-1 (2 TON) REPLACING AHU-2 (2.5 TON)
 AHU-3 (3 TON) REPLACING AHU-4 (3.5 TON)
 AHU-7 (1.5 TON)REPLACING AHU-1(2 TON)
  
 PLAN SHEET M210 UNITS F6, E6, & D6
 AHU-1 (2 TON) REPLACING AHU-2 (2.5 TON)
 AHU-3 (3 TON) REPLACING AHU-4 (3.5 TON)
 AHU-7 (1.5 TON) REPLACING AHU-1 (2 TON)
  
 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 2005-05-20 Cont ID  
Sent By pkrauss Date 2005-05-20 Time 13:24 Rev Time 0.40
Received By pkrauss Date 2005-05-20 Time 13:24 Sent To  
Notes
2005-05-20 00:00:00PROVISO:
 SYSTEMS THAT HAVE THE DESIGN CAPACITY (5
 TON & LARGER), GRATER THAN 2,000 CFM
 SHALL HAVE FANSHUT DOWN BY DUCT SMOKE
 DETECTOR OR THE SYSTEM IS PROTECTED BY
 AREA SMOKE DETECTORS IN ACCORDANCE WITH
 2001 FBC/M 606.4.
  
 DRYERS ARE TO BE INSATLLED FOR FINAL
 INSPECTION.
  
 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 2005-02-17 Cont ID  
Sent By pkrauss Date 2005-02-17 Time 10:20 Rev Time 4.00
Received By pkrauss Date 2005-02-17 Time 10:20 Sent To  
Notes
2005-02-17 00:00:00DENIED:BUILDING #1
 1.AS PER CONVERSATION WITH JIM
 MULLENS, DRYER SUBMITTAL TO BE CHANGED
 AND THE PLANS WILL BE REVISED DELETING
 THE BOOSTER FANS INSTALLED IN THE DRYER
 EXHAUST DUCT.SPECIFIC DRYERS ARE TO BE
 INSTALLED BY FINAL INSPECTION.
  
 2.PLAN SHEET M203 THE TRASH CHUTE ROOM
 DOES NOT INIDCATE A CO SENSOR AS
 REQUIRED PER PREVIOUS REVIEW.
  
 3.PLEASE NOTE, IN THE RESIDENTIAL
 UNITS AS WELL AS COMMON AREAS, SYSTEMS
 THAT HAVE THE DESIGN CAPACITY TO PRODUCE
 GREATER THAN 2,000 CFM, DUCT SMOKE
 DETECTORS WILL BE REQUIRED IN THE SUPPLY
 AIR DUCT.AS AN ALTERNATE TO THE DUCT
 SMOKE DETECTOR, UPON ACTIVATION OF AN
 AREA DUCT SMOKE DETECTOR, THE A/C UNIT
 WILL SHUT DOWN.2001 FBC(M) 606.2.1,
 606.2.2 AND 606.4.
  
 4.FAN SHUTDOWN SHALL HAVE NOTIFICATION
 PER 2001 FBC(M)606.4.1.
  
 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 2004-12-31 Cont ID  
Sent By pkrauss Date 2004-12-31 Time 09:22 Rev Time 0.30
Received By pkrauss Date 2004-12-31 Time 09:02 Sent To  
Notes
2004-12-31 00:00:00SEE COMMENTS ON PERMIT 04110182
Review Stop P PLUMBING
Rev No 6 Status F Date 2006-06-19 Cont ID  
Sent By kstevens Date 2006-06-19 Time 14:39 Rev Time 0.00
Received By kstevens Date 2006-06-19 Time 14:38 Sent To  
Notes
2006-06-19 00:00:00DENIED
 REFERENCD: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 1
  
 REVISION DENIED, SHTS P206, P208, 9210,
 & P211 SHALL BE SUBMITTED UNDER THE
 CORRECT PERMIT NUMBER.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 805-6731
 E-MAIL [email protected]
Review Stop P PLUMBING
Rev No 5 Status P Date 2006-06-19 Cont ID  
Sent By kstevens Date 2006-06-19 Time 10:35 Rev Time 0.00
Received By kstevens Date 2006-06-19 Time 10:34 Sent To  
Notes
2006-06-19 00:00:00REVISION OK - SHEETS P208 & P310. P310
 APPROVAL ONLY FOR RISERS CONCERNING THIS
 REVISION THIS PERMIT.
Review Stop P PLUMBING
Rev No 4 Status F Date 2005-11-15 Cont ID  
Sent By kstevens Date 2005-11-15 Time 17:42 Rev Time 4.25
Received By kstevens Date 2005-11-14 Time 19:06 Sent To  
Notes
2005-11-15 00:00:00REVISION DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 1
  
 1. SHTS P203, P205, P206, P207, P208,
 P209, 7 P210 SHALL BE SUBMITTED FOR
 REVISION UNDER THE APPROPRIATE PERMIT
 NUMBER FOR THOSE SHEETS. SECTION
 104.2.1.
 2. SHTS P205 & 209 REVISION REQUIRED FOR
 THE ARCHITECTURAL SHEETS SHOWING THE
 DELETION OF THE SCUPPERS. SEE COMMENT #1
 FROM LAST REVISION SUBMITTAL (6-23-5).
 3. SHT P210 LEVEL 2-4. LEVEL 2 IS
 DIFFERENT THAN LEVELS 3 & 4. REVISE
 SEPARATELY. INDICATE UNIT DESIGNATION ON
 EACH SHEET. SECTION 104.2.1.
 - E6 OPP. REVISION REQUIRED FOR THE
 FLOOR PLAN. ONLY E6 FLOOR PLAN HAS BEEN
 REVISIED. IF FLOOR PLAN NOT REVISED,
 SUBMIT A RISER DIAGRAM TO REFLECT
 UNCHANGED FLOOR PLAN. SECTION 104.3.1.1.
 - G6 TUB NOT VENTED. WHAT RISER HAS BEEN
 REVISED TO REFLECT THIS CHANGE?
 - H6 INDICATE RISER NUMBER TO REFLECT
 CHANGE.
 - K6 2ND FLOOR INDICATE RISERS FOR
 THESE CHANGES.
 - F6 3RD & 4TH FLOORS
 4. SHT P301 WHERE IS WATER HEATER DRAIN
 PAN - WASTE WATER DETAIL? HAVE THE WATER
 HEATERS BEEN DELETED? DETAIL TO BE SHOWN
 ON REVISION.
 - WHERE IS RISERS SAN/6 & SAN/9? THESE
 ARE STILL SHOWN ON THE FLOOR PLANS.
 - SAN/7 DOES NOT REFLECT THE FLOOR
 PLAN.
 - UNIT B-2 MASTER BATH SANT FITTINGS
 SHALL BE INSTALLED TO GUIDE SEWAGE AND
 WASTE IN THE DIRECTION OF FLOW. SECTION
 706.3.
 - UNIT E-5/6 MASTER BATH, SHOW ALL PIPE
 SIZES. MAX 4FU ON 2" WET VENT. SECTION
 104.2.1 AND TABLE 909.3.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
  
Review Stop P PLUMBING
Rev No 3 Status P Date 2005-05-14 Cont ID  
Sent By kstevens Date 2005-05-14 Time 18:44 Rev Time 0.33
Received By kstevens Date 2005-05-14 Time 18:44 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2005-02-09 Cont ID  
Sent By kstevens Date 2005-02-09 Time 10:27 Rev Time 0.50
Received By kstevens Date 2005-02-09 Time 10:27 Sent To  
Notes
2005-02-09 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FLORIDA ADMINISTRATIVE CODE
 FLORIDA STATUTES
  
 A) FROM PREVIOUS REVIEW:
 1) A TITLE BLOCK MUST CONTAIN THE
 FOLLOWING INFORMATION.
 61G1-16.004(2)(6)
 THE FIRM LICENSE NUMBER, AND THE
 PRINTED
 NAME OF THE PERSON SEALING THE
 DOCUMENT.
 ALSO THE CERTIFICATE OF AUTHORIZATION
 OF
 THE FIRM. SEE SHEETS L1 THRU L6 AND
 SHEETS I-1 THRU I-3.
 **************NEW COMMENT*************
 1B) SHT P202 BUILDING 1 STORM RISER
 DIAGRAM. MAXIMUM 730 SF @ 1% SLOPE. 4"
 PIPE REQUIRED ON THE HORIZONTAL PIPING
 OR INDICATE 4% SLOPE. INDICATE ON
 PLANS.
 TABLE 1106.3.
 2B) SHT P202 SCUPPERS THRU THE MANSARD
 ROOF REQUIRES A MINIMUM OF 21.195 SQ IN
 6" PIPE IS REQUIRED. TABLE 1106.3 AND
 SECTION 1107.3.
 3B) SHT P204 MINIMUM 4" PIPE REQUIRED
 ON
 STORM RISER HORIZONTAL PIPING. TABLE
 1106.3.
 4B) SHT P204 MINIMUM 6" PIPE REQUIRED
 ON
 THE SCUPPER DRAINS. SECTION 1107.3
  
  
 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 2004-12-08 Cont ID  
Sent By kstevens Date 2004-12-08 Time 18:18 Rev Time 0.25
Received By kstevens Date 2004-12-08 Time 18:18 Sent To  
Notes
2004-12-08 00:00:00DENIED
  
 SEE COMMENTS FROM PERMIT #04110182
  
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop Z ZONING
Rev No 4 Status P Date 2005-05-13 Cont ID  
Sent By mmclean Date 2005-05-13 Time 13:12 Rev Time 0.00
Received By mmclean Date 2005-05-13 Time 13:12 Sent To B
Notes
2005-05-13 00:00:00APPROVED BY GRACE JOYCE, PLANNER
 822-1435. RETURNED TO JIM W DESK.
Review Stop Z ZONING
Rev No 3 Status F Date 2005-05-06 Cont ID  
Sent By mmclean Date 2005-05-06 Time 11:23 Rev Time 0.00
Received By mmclean Date 2005-05-06 Time 11:23 Sent To  
Notes
2005-05-06 00:00:00DENIED,
 1. APPLIED FOR AMENDMENT
 2. AMENDMENT NOT APPROVED.
  
 GRACE JOYCE, PLANNER
 822-1435
Review Stop Z ZONING
Rev No 2 Status F Date 2005-01-20 Cont ID  
Sent By mmclean Date 2005-01-20 Time 15:12 Rev Time 0.00
Received By mmclean Date 2005-01-20 Time 15:12 Sent To  
Notes
2005-01-20 00:00:00DENIED, MUST APPLY FOR A MINOR AMENDEND
 TO THE CHANGES THAT ARE BEING MADE.
 APPLICATION WILL BE IN ON MONDAY
 1/24/05.
  
 CALL GRACE JOYCE, PLANNER 822-1447 IF
 YOU HAVE ANY QUESTIONS.
Review Stop Z ZONING
Rev No 1 Status F Date 2005-02-03 Cont ID  
Sent By mmclean Date 2004-12-21 Time 15:12 Rev Time 0.00
Received By mmclean Date 2004-12-21 Time 09:01 Sent To  
Notes
2004-12-21 00:00:00THE ELEVATIONS OF BUILDING 1 ARE NOT THE
 SAME AS THE APPROVED SITE PLAN.THE
 APPROVED BUILDING HEIGHT OF 48' IS NOT
 SHOWN ON THE PLAN.
 IN ORDER TO CHANGE BUILDING ELEVATIONS
 (FOR ALL OR JUST ONE) A MINOR AMENDMENT
 IS REQUIRED


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