Plan Review Details - Permit 04030025
Plan Review Stops For Permit 04030025
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2004-08-06 Cont ID  
Sent By jwitmer Date 2004-08-06 Time 16:27 Rev Time 4.00
Received By jwitmer Date 2004-08-06 Time 16:27 Sent To  
Notes
2004-08-06 00:00:00BUILDING PLAN REVIEW
 PERMIT# 04030025
 ADD: 355 WENONAH PLACE
 CONT: KOMAKO CONSTRUCTION
 TEL: (305)332-7174
  
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 2ND REVIEW
 ACTION: DENIED
  
 1) NOTICE OF COMMENCEMENT REQUIRED BE-
 FORE ISSUANCE OF PERMIT.
  
 2) 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 STATE STAT: 61G16.003 ARCHITECTS
 SET 1 PAGES A-1,A-2 NOT SIGNED OR SEALED
  
 3) 1804.2.2 QUESTIONABLE SOILS, WHERE
 THE MINIMUM SAFE BEARING CAPACITY IS
 NOT KNOWN OR IS QUESTION, SUBMIT REPORT
 BY TRIANGLE TESTING LAB.
  
 4) BEFORE A PERMIT TO CONSTRUCT, OR
 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.
  
 5) PLANS DO NOT SHOW TOWNHOUSES SEPERA-
 TION, SEE 704.4.1 INDICATE COMPLIANCE
 WITH SUBSECTIONS 1-3. TOWNHOUSES NOT
 MORE THAN 3 STORIES IN HEIGHT MAY BE
 SEPERATION BY A SINGLE WALL MEETING THE
 SUB-REQUIREMENTS 1-3.
  
 6) EGRESS WINDOWS (2ND FLOOR) PROVIDE
 THE MANUFACTURERS CUT SHEETS WITH
 NET CLEAR OPENING SIZES MINIMUM OF
 5.7 SQ FT.
  
 7) FBC 1005.4.5 (GLITCH AMENDMENT)
 JULY1,2003 REQUIRES AT LEAST ONE MEANS
 OF ESCAPE FROM A DWELLING WHEN SHUTTERED
 FOR IMPACT PROTECTION. THE MEANS OF
 ESCAPE SHALL BE WITHIN THE FIRST FLOOR
 OF THE DWELLING & CAN NOT BE LOCATED IN
 A GARAGE. OCCUPANTS IN ANY PART OF THE
 DWELLING SHALL HAVE ACCESS TO IT WITHOUT
 HAVING TO PASS THROUGH A LOCK ABLE DOOR
 NOT UNDER THEIR CONTROL. INDICATE HOW
 COMPLIANCE WILL BE ACHEIVED.
 THE FRONT DOOR PRODUCT APPROVAL REQUIRES
 STORM SHUTTERS!!!!!!
  
 8) PROVIDE INFORMATION ALSO IN REGUARDS
 TO 2ND STORY WINDOWS. EITHER LARGE
 MISSLE IMPACT RESISTANT OR STORM SHUT-
 TERS THAT CAN BE INSTALLED ON THE EXTER-
 IOR BUT THROUGH THE WINDOW OPENING.NOTE
 NO GARAGE FOR THE STORAGE OF LADDERS!
  
 9) FL BLDG CODE 1606.1.5 COMPONENTS &
 CLADDING, PROVIDE 2 COPIES OF PRODUCT
 TESTING REPORTS, MISSING REPORTS ARE AS
 FOLLOWS:
 A) WINDOWS FIXED AND OPERATABLE
 ** SUBMITTED HORIZONTAL REPORT VS
 ARCHITECTS SPEC FOR SINGLE HUNG**
 B) STORM SHUTTERS
 C) ROOF ASSEMBLY
 D) TRUSS ANCHORS CONCRETE/ WOOD/ WOOD
  
 10) 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
  
 11) IF WINDOWS ARE NOT LARGE MISSLE
 RESISTANT, THEN STORM SHUTTERS WIL BE
 REQUIRED. 2ND STORY WINDOWS SHALL RE-
 QUIRE SHUTTERS THAT CAN BE INSTALLED
 WITHOUT USE OF A LADDER!
  
 12) PROVIDE STORM PANEL INFORMATION WITH
 INSTALLATION SCHEDULE AND KEY PLAN WITH
 SPECIFIC ANCHORS & MOUNTING TO BE USED
 FOR ALL NON-IMPACT GLAZING.FBC 1606.1.4
  
 13) TABLE 600 UNITS 1-5 10'-20' ALLOW-
 ABLE OPENING AREA (40%) IS 69.31 SQ FT,
 UNITS 6-11 20'-30' ALOWABLE OPENING AREA
 IS 103.96 SQ FT. THE ACTUAL AREA OF OPEN
 ING FOR THE 2 SLIDERS IS 112SQ FT. THE
 TOTAL WALL AREA FOR THE FIRST FLOOR IS
 173.28 SQ FT.
  
 14) CORRECT SHEET A-3, A-4 SECTIONS
 2510.5,2510.5.11,& 2510.1.2.DELETE
 THESE NOTES WE ARE NOT LOCATED IN A
 HIGH VELOCITY HURRICANE ZONE!
  
 15)A-3, A-4, WINDERS, 1007.8.1:
 WINDERS SHALL HAVE A MINIMUM TREAD DEPTH
 OF 6" AT THE NARROWEST EDGE & SHALL
 HAVE A MINIMUM TREAD DEPTH OF 11" AT A
 POINT 12" FROM THE NARROW EDGE. WINDERS
 SHALL BE PERMITTED TO BE USED AS A COM-
 PONENT IN A MEANS OF EGRESS WITHIN A
 DWELLING UNIT.
  
 15) A-5 STAIRWAY/ GUARDRAIL TO CONFORM
 WITH 1015.3 (1) A 6" SPHERE SHALL NOT BE
 ABLE TO PASS THROUGH THE TRIANGULAR
 OPENING FORMED BY THE TREAD,RISER AND
 THE BOTTOM RAIL OF THE GUARDRAIL!
  
 16) 2305.2.2 FLOOR/ CEILING ASSEMBLIES/
 IN SINGLE FAMILY DWELLINGS FLOOR-CEILING
 ASSEMBLIES SEPERATING USABLE SPACE INTO
 2 OR MORE APPROXIMATE AREAS WITH NO AREA
 GREATER THAN 500 SQ FT. DRAFTSTOPING
 SHALL BE PROVIDED PARALLEL TO THE MAIN
 FRAMING MEMBERS.
  
 17) SHEET S-4:
 A) PROVIDE NAILING FOR ROOF SEE TABLE
 2306.1 PALM BEACH COUNTY AMENDMENTS.
  
 18) 1909.3 CONCRETE SLABS ON GRADE
 CONTAINING 6X6/10/10 WELDED WIRE REIN-
 FORCMENT FABRIC LOCATED IN THE MIDDLE TO
 THE UPPER 1/3RD OF THE SLAB SHALL BE
 SUPPORTED BY APPROVED MATERIALS OR SUP-
 PORTS AT SPACING NOT TO EXCEED 3 FT OR
 IN ACCORDANCE WITH MANUFACTURERS SPEC.
  
 19) 2309.6 ATTIC ACCESS, PROVIDE ATTIC
 ACCESS 20'X36".
  
 21) PROVIDE INFORMATION FOR VENTILATION
 OF ATTIC SPACE 2309.7 THE TOTAL NET FREE
 VENTILATING AREA TO THE AREA OF THE CEIL
 ING SHALL NOT BE LESS THAN 1/150.
  
 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".
  
 BUILDING PLAN REVIW
 JIM WITMER
 (561)805-6715
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2004-04-06 Cont ID  
Sent By jwitmer Date 2004-04-06 Time 09:46 Rev Time 2.00
Received By jwitmer Date 2004-04-06 Time 09:46 Sent To PC
Notes
2004-04-06 00:00:00BUILDING PLAN REVIEW
 PERMIT# 04030025
 ADD: 355 WENONAH PLACE
 CONT: KOMAKO CONSTRUCTION
 TEL: (305)332-7174
  
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 1ST REVIEW
 ACTION: DENIED
  
 1) NOTICE OF COMMENCEMENT REQUIRED BE-
 FORE ISSUANCE OF PERMIT.
  
 2) 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 STATE STAT: 61G16.003 ARCHITECTS
 ARCHITECT BUSINESS LICENSE- DELINQENT
 3) 1804.2.2 QUESTIONABLE SOILS, WHERE
 THE MINIMUM SAFE BEARING CAPACITY IS
 NOT KNOWN OR IS QUESTION, SUBMIT REPORT
 BY TRIANGLE TESTING LAB.
  
 4) BEFORE A PERMIT TO CONSTRUCT, OR
 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.
  
 5) PLANS DO NOT SHOW TOWNHOUSES SEPERA-
 TION, SEE 704.4.1 INDICATE COMPLIANCE
 WITH SUBSECTIONS 1-3. TOWNHOUSES NOT
 MORE THAN 3 STORIES IN HEIGHT MAY BE
 SEPERATION BY A SINGLE WALL MEETING THE
 SUB-REQUIREMENTS 1-3.
  
 6) EGRESS WINDOWS (2ND FLOOR) PROVIDE
 THE MANUFACTURERS CUT SHEETS WITH
 NET CLEAR OPENING SIZES MINIMUM OF
 5.7 SQ FT.
  
 7) FBC 1005.4.5 (GLITCH AMENDMENT)
 JULY1,2003 REQUIRES AT LEAST ONE MEANS
 OF ESCAPE FROM A DWELLING WHEN SHUTTERED
 FOR IMPACT PROTECTION. THE MEANS OF
 ESCAPE SHALL BE WITHIN THE FIRST FLOOR
 OF THE DWELLING & CAN NOT BE LOCATED IN
 A GARAGE. OCCUPANTS IN ANY PART OF THE
 DWELLING SHALL HAVE ACCESS TO IT WITHOUT
 HAVING TO PASS THROUGH A LOCK ABLE DOOR
 NOT UNDER THEIR CONTROL. INDICATE HOW
 COMPLIANCE WILL BE ACHEIVED.
  
 8) PROVIDE INFORMATION ALSO IN REGUARDS
 TO 2ND STORY WINDOWS. EITHER LARGE
 MISSLE IMPACT RESISTANT OR STORM SHUT-
 TERS THAT CAN BE INSTALLED ON THE EXTER-
 IOR BUT THROUGH THE WINDOW OPENING.NOTE
 NO GARAGE FOR THE STORAGE OF LADDERS!
  
 9) 1606.1.7 FL BLDG CODE THE FOLLOWING
 INFORMATION IS REQUIRED RELATED TO WIND
 SHALL BE SHOWN ON THE CONSTRUCTION
 DRAWINGS,
 A) BASIC WIND SPEED
 B) WIND IMPORTANCE FACTOR & BUILDING
 CATEGORY
 C) WIND EXPOSURE
 D) INTERNAL PRESSURE COEFFICIENT
 E) COMPONENTS AND CLADDING, THE DESIGN
 WIND PRESSURES IN TERMS OF PSF.
 INDICATE POS/ NEG WALL/ OPENING
 PRESSURES, INTERIOR AND END ZONES.
  
 10) FL BLDG CODE 1606.1.5 COMPONENTS &
 CLADDING, PROVIDE 2 COPIES OF PRODUCT
 TESTING REPORTS, MISSING REPORTS ARE AS
 FOLLOWS:
 A) WINDOWS FIXED AND OPERATABLE
 B) EXTERIOR DOORS SWING AND SLIDING
 C) MULLIONS IF ANY
 D) STORM SHUTTERS
 E) ROOF ASSEMBLY
 F) TRUSS ANCHORS CONCRETE/ WOOD/ WOOD
  
 11) IF WINDOWS ARE NOT LARGE MISSLE
 RESISTANT, THEN STORM SHUTTERS WIL BE
 REQUIRED. 2ND STORY WINDOWS SHALL RE-
 QUIRE SHUTTERS THAT CAN BE INSTALLED
 WITHOUT USE OF A LADDER!
  
 12) PROVIDE STORM PANEL INFORMATION WITH
 INSTALLATION SCHEDULE AND KEY PLAN WITH
 SPECIFIC ANCHORS & MOUNTING TO BE USED
 FOR ALL NON-IMPACT GLAZING.FBC 1606.1.4
  
 13) TABLE 600 UNITS 1-5 10'-20' ALLOW-
 ABLE OPENING AREA (40%) IS 69.31 SQ FT,
 UNITS 6-11 20'-30' ALOWABLE OPENING AREA
 IS 103.96 SQ FT. THE ACTUAL AREA OF OPEN
 ING FOR THE 2 SLIDERS IS 112SQ FT. THE
 TOTAL WALL AREA FOR THE FIRST FLOOR IS
 173.28 SQ FT.
  
 14) CORRECT SHEET A-3, A-4 SECTIONS
 2510.5,2510.5.11,& 2510.1.2.DELETE
 THESE NOTES WE ARE NOT LOCATED IN A
 HIGH VELOCITY HURRICANE ZONE!
  
 15)A-3, A-4, WINDERS, 1007.8.1:
 WINDERS SHALL HAVE A MINIMUM TREAD DEPTH
 OF 6" AT THE NARROWEST EDGE & SHALL
 HAVE A MINIMUM TREAD DEPTH OF 11" AT A
 POINT 12" FROM THE NARROW EDGE. WINDERS
 SHALL BE PERMITTED TO BE USED AS A COM-
 PONENT IN A MEANS OF EGRESS WITHIN A
 DWELLING UNIT.
  
 15) A-5 STAIRWAY/ GUARDRAIL TO CONFORM
 WITH 1015.3 (1) A 6" SPHERE SHALL NOT BE
 ABLE TO PASS THROUGH THE TRIANGULAR
 OPENING FORMED BY THE TREAD,RISER AND
 THE BOTTOM RAIL OF THE GUARDRAIL!
  
 16) 2305.2.2 FLOOR/ CEILING ASSEMBLIES/
 IN SINGLE FAMILY DWELLINGS FLOOR-CEILING
 ASSEMBLIES SEPERATING USABLE SPACE INTO
 2 OR MORE APPROXIMATE AREAS WITH NO AREA
 GREATER THAN 500 SQ FT. DRAFTSTOPING
 SHALL BE PROVIDED PARALLEL TO THE MAIN
 FRAMING MEMBERS.
  
 17) SHEET S-4:
 A) PROVIDE NAILING FOR ROOF SEE TABLE
 2306.1 PALM BEACH COUNTY AMENDMENTS.
 B) ROOF PLAN INDICATES THIS TO BE LOCAT
 ED IN A COASTAL ZONE, IN ACTUALLITY IT
 IS A "B" ZONE. IF CALCULATED ASA "C"
 THEN ALL WALL, ROOF AND OPENING PRES-
 SURES TO BE CALCULATED WITH THIS FACTOR.
 C) PROVIDE MEAN ROOF HEIGHT?
  
 18) S-5 PLANS INDICATE THE FOUNDATION
 TO BE RECESSED IN THE EARTH 8", 1804.1.3
 THE BOTTOM OF THE FOUNDATION SHALL
 EXTEND NO LESS THAN 12" BELOW FINISH
 GRADE.
  
 19) 1909.3 CONCRETE SLABS ON GRADE
 CONTAINING 6X6/10/10 WELDED WIRE REIN-
 FORCMENT FABRIC LOCATED IN THE MIDDLE TO
 THE UPPER 1/3RD OF THE SLAB SHALL BE
 SUPPORTED BY APPROVED MATERIALS OR SUP-
 PORTS AT SPACING NOT TO EXCEED 3 FT OR
 IN ACCORDANCE WITH MANUFACTURERS SPEC.
  
 20) 2309.6 ATTIC ACCESS, PROVIDE ATTIC
 ACCESS 20'X36".
  
 21) PROVIDE INFORMATION FOR VENTILATION
 OF ATTIC SPACE 2309.7 THE TOTAL NET FREE
 VENTILATING AREA TO THE AREA OF THE CEIL
 ING SHALL NOT BE LESS THAN 1/150.
  
 22) THROUGH OUT THE PLANS CODE ARTICLES
 ARE MENTIONED TO COMPLY WITH,
 104.2.1 WEST PALM BEACH ADMINISTRATIVE
 CODE, INFORMATION SHALL BE SPECIFIC, AND
 THE TECHNICAL CODES SHALL NOT BE CITED
 AS A WHOLE OR IN PART, NOR SHALL THE
 TERM "LEGAL" OR ITS EQUIVANT BE USED AS
 A SUBSTITUTE FOR SPECIFIC INFORMATION.
 BUILDING PLAN REVIW
 JIM WITMER
 (561)805-6715
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2004-08-05 Cont ID  
Sent By btrobaug Date 2004-08-05 Time 13:44 Rev Time 1.00
Received By btrobaug Date 2004-08-05 Time 13:26 Sent To  
Notes
2004-08-05 00:00:00THE COMMENT ABOUT THE INTERCONNECTED
 SMKE DETECTORS BEING ON CONFLICTING
 CIRCUITS HAS NOT BEEN ADDRESSED.NOTE #3.
 PLEASE CORRECT AND RESUBMIT FOR REVIEW.
  
 BILL TROBAUGH
 ELECTRICAL PLAN REVIEW
 561/805-6718
 [email protected]
 FAX/:561/659-8026
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2004-03-26 Cont ID  
Sent By btrobaug Date 2004-03-26 Time 12:44 Rev Time 1.00
Received By btrobaug Date 2004-03-26 Time 10:27 Sent To  
Notes
2004-03-26 00:00:00 
 PLEASE MAKE THE FOLLOWING CORRECTIONS
 FOR CODE COMPLIANCE AND RESUBMIT FOR
 REVIEW.
  
 1} THE WIRE SIZE ON THE PANEL SCHEDULE
 FOR THE WATER HEATER IS UNDERSIZED FOR
 THE LOAD SERVED AND THE OCP.
  
 2} INDICATE LOCATION OF WATER HEATER AND
 DICONNECT(CIRCUITS 5&7).
  
 3} THE SMOKE DETECTORS,PER FBC 905.2.1,
 MUST BE INTERCONNECTED, BUT THE PLANS
 INDICATE DIFFERENT CIRCUIT NUMBERS ON
 EACH ONE. PLEASE INDICATE HOW THIS IS
 TO WORK.
  
 4} IN REGARD TO 210.12, SMOKE DETECTORS
 (OR ANY OUTLET), LOCATED IN THE BEDROOM
 MUST BE AFCI PROTECTED. SEE NOTE #3 TO
 CORRELATE.
  
 5} PLEASE PROVIDE DRAWINGS FOR ALL UNIT
 TYPES, INCLUDING THOSE TYPES THAT ARE
 TO BE REVERSED.
  
 6} IF THE INTENT IS TO STACK THE AHU &
 WATER HEATER IN THE SAME CLOSET, PLEASE
 PROVIDE DETAILS OF SAME, INCLUDE
 DISCONNECT LOCATION PER 110.26.
  
 IF THERE ARE ANY QUESTIONS PLEASE CALL.
  
 BILL TROBAUGH
 ELECTRICAL PLAN REVIEW
 561/805-6718
 [email protected]
 FAX/:561/659-8026
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2004-08-04 Cont ID  
Sent By mamini Date 2004-08-04 Time 10:42 Rev Time 1.00
Received By mamini Date 2004-08-04 Time 10:42 Sent To  
Notes
2004-08-04 00:00:00FAILED:
 1. PLEASE PROVIDE PERVIOUS & IMPERVIOUS
 CALCULATION AREA FOR ENTIRE SITE.
 2. CIVIL PLANS MUST BE APPROVED FOR ALL
 THE CONNECTIONS TO THE CITY SERVICES
 BY THE PUBLIC UTILITIES AND ENGINEERING,
 SUBMIT CIVIL PLANS ONLY, 494-1085, MANNY
 GONZALEZ.
 3. PLEASE CLARIFY THE LOCATION OF
 DUMPSTER, IT SHOULD BE SIZED PER CITY'
 REQUIREMENTS IF TO BE PICKED UP BY THE
 CITY. SEE ARCHTECTURAL SP-1.
 4. APPROACHES MUST BE CONSTRUCTED PER
 CITY OF WEST PALM BEACH' STANDARD AND
 REQUIREMENT, 6" THICK CONCRETE FROM THE
 EDGE OF THE PAVEMENTS TO THE PROPERTY
 LINE.
 5. PARKING STALLS MUST BE PAINTED WITH
 DOUBLE 4" WIDE STRIPES, PER CITY OF WPB
 REQUIREMENT.
 6. WORK WITHIN PUBLIC R.O.W REQUIRES A
 SEPARATE PERMIT FROM PUBLIC UTILITIES &
 ENGINEERING, WINDEL PALMER 494-1086.
 7. SUNSHINE STATE ONE-CALL OF FLORIDA
 STATEMENT MUST BE ADDED TO ALL CIVIL
 SHEETS, NOTE THAT IT IS THE LAW.
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2004-03-10 Cont ID  
Sent By mamini Date 2004-03-10 Time 08:53 Rev Time 1.00
Received By mamini Date 2004-03-10 Time 08:53 Sent To  
Notes
2004-03-10 00:00:00FAILED:
 1. PLEASE PROVIDE STORM WATER CALC.
 FOR OUR REVIEW AND APPROVAL, INCLUDE
 PERVIOUS AND IMPERVIOUS AND TOTAL SITE
 AREA CALC.
 2. CIVIL PLANS MUST BE APPROVED FOR ALL
 THE CONNECTION TO CITY SERVICES BY THE
 PUBLIC UTILITIES AND ENGINEERING, SUBMIT
 CIVIL PLANS ONLY, 659-8040 ATT;MANNY
 GONZALEZ.
 3. PLEASE CLARIFY DUMPSTER LOCATION AND
 SIZE, MUST BE SIZED PER CITY STANDARD IF
 TO BE PICKED UP BY THE CITY.
 4. APPROACHES MUST BE CONSTRUCTED WITH
 6" THICK CONCRETE FORM THE EDGE OF THE
 PAVEMENT TO PROPERTY LINE.
 5. PARKING STALLS MUST BE PAINTED WITH
 DOUBLE 4" WIDE STRIPES, PER CITY
 REQUIREMENT.
  
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2004-08-13 Cont ID  
Sent By mcarsill Date 2004-08-13 Time 08:03 Rev Time 0.00
Received By mcarsill Date 2004-08-13 Time 08:03 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2004-03-09 Cont ID  
Sent By mcarsill Date 2004-03-09 Time 16:31 Rev Time 0.00
Received By mcarsill Date 2004-03-09 Time 16:31 Sent To  
Notes
2004-03-09 00:00:001) BUILDING ADDRESS REQUIRED ON PROPER
 ELEVATION.
  
 2) IS THE EXISTING APPROVED UNITS
 UNDER THE SAME OWNERSHIP AS THE NEW
 PROPOSED BUILDING.
  
 3) THE ELECTRICAL LEGEND DOES NOT
 IDENTIFY REQUIRED ELECTRIC POWERED
 SMOKE DETECTORS. ONLY DUCT SMOKE
 DETECTORS SHOWN ON LEGEND.
  
 4) THE WINDOW SCHEDULE SHALL IDENTIFY
 ALL EGRESS WINDOWS IN THE REMARKS
 SECTION.
  
 5) PLANS DO NOT INDICATE INTERIOR
 FINISH CLASSIFICATION FOR WALLS AND
 CEILINGS.
  
 6) PLANS DO NOT INDICATE PRESCRIPTIVE
 STRENGTH REQUIREMENTS FOR METAL
 STAIR RAILINGS.
  
 7) ALL EGRESS WINDOWS SHALL BE NOTED
 ON THE ARCHITECTURAL PLANS.
  
 8) PLEASE SHOW ALL TENANT DEMISING
 WALLS WITH HOURLY RATINGS WITH UL
 NUMBERS.
  
 9) NO MENTION OF FIRE EXTINGUISHERS.
  
 10) PLEASE INDICATE CONSTRUCTION TYPE
 ON PLANS, AND OCCUPANT LOADS.
  
 11) PLEASE PROVIDE A LIFE SAFETY PLAN.
  
 12) THE FIRE HYDRANT SHOWN ON C-5 SHALL
 HAVE 7 1/2 FEET CLEARANCE TO THE FRONT
 AND SIDES AND 4 FEET TO THE REAR.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 835-2910
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2004-08-03 Cont ID  
Sent By csiegber Date 2004-08-03 Time 09:55 Rev Time 0.00
Received By csiegber Date 2004-08-03 Time 09:55 Sent To  
Notes
2004-08-03 00:00:00TO COMM BD#56
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2004-04-06 Cont ID  
Sent By mmclean Date 2004-03-05 Time 15:44 Rev Time 0.00
Received By jwitmer Date 2004-03-01 Time 14:54 Sent To PC
Notes
2004-03-05 00:00:00TO COMM BD#57
2004-03-01 00:00:00TO Z
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2004-08-11 Cont ID  
Sent By pkrauss Date 2004-08-11 Time 13:51 Rev Time 2.00
Received By pkrauss Date 2004-08-11 Time 13:51 Sent To  
Notes
2004-08-11 00:00:00DENIED:2ND REVIEW
 REFERENCE REVIEW DATED 3/29/04
 COMMENT #1, REQUEST FOR BUILDING
 CONSTRUCTION TYPE.PLAN SHEET M-3
 REVISION NOTE INDICATES THE BUILDING
 TYPE WAS IDENTIFIED ON PLAN SHEET A-5.
 A-5 DOES NOT INDICATE BUILDING TYPE.
  
 COMMENT #3, REQUEST FOR UL ASSEMBLY
 FOR THE WOOD FLOOR/CEILING ASSEBMLY WAS
 NOT ADDRESSED.
  
 COMMENT #4, OUTSIDE AIR CALCULATIONS
 WERE PROVIDED BUT THE PLAN FLOOR PLAN
 DOES NOT INDICATE OUTSIDE AIR INTAKE,
 LAYOUT OR DUCT SIZE AND MATERIAL.
  
 NEW COMMENT - PLAN SHEET M-3 DETAIL OF
 THE AIR HANDLING UNIT MOUNTING DETAIL
 INDICATES 4" DRYER EXHAUST TERMINATING
 UNDER THE RETURN AIR PLENUM.SHOULD
 THIS READ OUTSIDE AIR DUCT?PLEASE
 CLARIFY.
  
 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 2004-03-30 Cont ID  
Sent By pkrauss Date 2004-03-29 Time 15:36 Rev Time 0.55
Received By pkrauss Date 2004-03-29 Time 15:07 Sent To  
Notes
2004-03-29 00:00:00DENIED:
 1.PLEASE PROVIDE INFORMATION ON THE
 BUILDING CONSTRUCTION TYPE.
  
 2. INDICATE OCCUPANCY TYPE.
  
 3.PLAN SHEET S-5 INDICATES WOOD
 FLOOR/CEILING ASSEMBLY.DOES THIS HAVE
 A FIRE RATING?IF SO PLEASE INDICATE
 UL LISTING FOR ASSEMBLY & PENETRATIONS
 THROUGH ASSEMBLY.
  
 4.PROVIDE OUTSIDE AIR CALCULATIONS
 PER 2001 FBC(M) 402.2 OR 403.3.
  
 5.PLAN SHEET M-3 CONDENSING UNIT
 MOUNTING DETAIL, DETAIL INDICATES COPPER
 TUBING/PIPE.PER 2001 FBC CHAPTER 13
 SUB-CHAPTER 611.1.ABC.1, ALL REFRIGERANT
 PIPING SHALL BE INSULATED IN ACCORDANCE
 WITH TABLE 6-11.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561) 805-6719.
Review Stop P PLUMBING
Rev No 2 Status F Date 2004-08-19 Cont ID  
Sent By kstevens Date 2004-08-19 Time 13:15 Rev Time 0.55
Received By kstevens Date 2004-08-19 Time 13:14 Sent To  
Notes
2004-08-19 00:00:00DENIED
 REFERENCE: FBC-2001 CHAPTER 1
 FLORIDA ADMINISTRATIVE CODE
 FLORIDA STATUTES
  
 1) FROM PREVIOUS REVIEW: SHTS A-3, & A-4
 SHOW LOCATION OF WASH MACHINES ON FLOOR
 PLAN OF EACH UNIT. SECTION 104.2.1
 ***NEW COMMENT***
 1B) FAC 16G1-16.004(6) PRINTED NAME OF
 THE PERSON SEALING THE DOCUMENT SHALL
 APPEAR IN THE TITLE BLOCK. FS 481.2055
  
 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 2004-03-13 Cont ID  
Sent By kstevens Date 2004-03-13 Time 05:14 Rev Time 0.50
Received By kstevens Date 2004-03-12 Time 18:48 Sent To  
Notes
2004-03-13 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 1
  
 1) SHTS A-3 & A-4 SHOW LOCATION OF WASH
 MACHINE ON FLOOR PLAN EACH TYPE UNIT.
 SECTION 104.2.1.
 2) SHTS P-2 & P-4 (SANT. RISER) BIDET
 NOT VENTED. SECTION 901.2.1.
 3) SHT P-2 LAV IN MASTER BATH LABLED W/C
 AND 2ND LAV PIPING NOT SHOWN ON FLOOR
 PLAN FOR UNITS A & B. SECTION 104.2.1.
 4) SHTS P-4 & P-5 CLEANOUT FOR WASH
 MACHINE SHALL BE 4' AFF FOR ACCESS.
 SECTION 708.10.
 5) SHT P-5 DOMESTIC WATER ISOMETRIC, AIR
 CHAMBERS ARE NOT APPROVED. DELETE FROM
 ISOMETRIC. WATER HAMMER ARRESTORS SHALL
 BE LOCATED AT THE REFRIG. AND DISH WASH-
 ER PER 604.9. ALL WATER HAMMER ARRESTORS
 SHALL BE LOCATED NEAR THE FIXTURE IN AN
 "EFFECTIVE RANGE" NOT IN THE CEILING AS
 SOME ARE SHOWN. WH-PDI 201 AND MANUF.
 INSTALLATION INSTRUCTIONS.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop Z ZONING
Rev No 2 Status F Date 2004-08-31 Cont ID  
Sent By mmclean Date 2004-08-31 Time 09:30 Rev Time 0.00
Received By mmclean Date 2004-08-31 Time 09:30 Sent To  
Notes
2004-08-31 00:00:00DENIED, NEED TO SUBMIT PLANS THAT
 ADDRESSED PPRC COMMENTS PRIOR TO PERMIT
 REVIEW.DAVID KANNING, PLANNER 822-1443
Review Stop Z ZONING
Rev No 1 Status F Date 2004-03-05 Cont ID  
Sent By sgraham Date 2004-03-05 Time 14:19 Rev Time 0.00
Received By mmclean Date 2004-03-05 Time 15:42 Sent To I
Notes
2004-03-05 00:00:00SITE PLAN INCORRECT AS PER DKANNING
 ENTERED BY SHIRLEY GRAHAM


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