Plan Review Details - Permit 02061416
Plan Review Stops For Permit 02061416
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2002-08-24 Cont ID  
Sent By jwitmer Date 2002-08-24 Time 10:44 Rev Time 2.00
Received By jwitmer Date 2002-08-24 Time 10:44 Sent To  
Notes
2002-08-24 00:00:00 
 BUILDING PLAN REVIEW
 PERMIT: 02061416
 ADD: 3826 PASEO NAVARRA
 CONT: O/B RICKETTS, ALLESTA
 TEL: (561)659-3047
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 1) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 2)FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 PLANS ARE UNCLEAR AS TO WHAT IS AN ADDI-
 TION, WHAT IS ROOFED OVER (CARPORTS)
 WITH WALLS BEING ADDED, AND WHAT IS AN
 INTERIOR REMODAL?
  
 3) THE ADDITION SHALL MEET ALL THE RE-
 QUIREMENTS OF THE 2001 FL. BLDG. CODE.
  
 4) THE ENCLOSING OF CARPORTS SHALL MEET
 THE REQUIREMENTS OF THIS CODE AND CHAP-
 TER 34, FOR EXISTING BUILDINGS.
  
 5)FIGURE 1606 WIND-BORNE DEBRIS
 REGION; INDICATES THAT W.P.B. CITY OF IS
 LOCATED IN THE 140 MPH ZONE. PLANS ARE
 TO INDICATE THIS. 2ND REQUEST!!!!!!!
  
 6)FL. BLD CODE 1606.1.7 THE FOLLOWING
 INFORMATION RELATED TO WIND SHALL BE
 SHOWN ON THE CONSTRUCTION DRAWINGS,
 1)- BASIC WIND SPEED, MPH
 2)- WIND IMPORTANCE FACTOR, & BUILDING
 CATEGORY
 3)- WIND EXPOSURE
 4)- INTERNAL PRESSURE COEFFICIENT,
 5)- COMPONENTS & CLADDING, THE DESIGN
 WIND PRESSURES IN TERMS OF PSF.
 THIS INFORMATION IS REQUIRED TO BE ON
 THE PLAN, 2ND REQUEST!!!!!!!
  
 7)PROVIDE ENERGY CALCULATIONS AND
 EQUIPMENT SIZING CALCULATIONS (MANUAL J)
 AS REQUIRED BY THE 2001 FLORIDA ENERGY
 EFFICIENTCY CODE FOR BUILDING CONSTRUC-
 TION.2ND REQUEST!!!!!!!
  
 8) FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORT, SBCCI OR DADE COUNTY
 REPORT ARE ACCEPTED.ONLY 1 COPY SUBMIT-
 TED.
  
 9)1606.4.4 ANCHOR METHODS. PROVIDE
 INFORMATION FOR INSTALLATION OF DOOR
 AND WINDOW BUCKS. ON THE PLAN INDICATE
 IF O/B IS GOING TO USE THE PRODUCT
 TESTING REPORT RECOMENDATION FOR FASTEN-
 ING OF BUCKS? OR OTHER MEANS OF ATTACH-
 MENT OR SPACING?
  
 10)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. HIGHLIGHT THE DETAILS YOU WILL
 USE FROM THE PRODUCT TESTING REPORT AND
 MAKE A SHEDULE FOR FASTENING SHUTTERS
 AS REQUIRED ABOVE. 2ND REQUEST!!!!
  
 11) THE 1ST REVIEW, ITEM# 13 INDICATED
 THE REQUIREMENT FOR SUB-SHEETHING TO BE
 6" ABOVE THE ABOVE GRADE, ON THE EXEST-
 ING CARPORTS HOW WILL THIS BE ACCOMPLISH
 ED, A NOTE ABOUT 22X16 FOOTERS IS A FOOT
 ER 22" WIDE AND 16" TALL?
  
 12) ALSO ON EXISTING CARPORTS, WHERE THE
 FOUNDATION DOESN'T MEET THE REQUIREMENT
 OF 12" BELOW GRADE, HOW WILL COMPLIANCE
 BE ACCOMPLISHED?
  
 13) THE FOUNDATION WALL DETAIL IS ONLY
 A PICTORIAL, NO INFORMATION AS TO
 CONTINIOUS LOAD PATH, MAKE & MANUFAC-
 TURER OF THE STRAPS TOP AND BOTTOM OF
 WALL, NOR SPACING OF ANCHOR BOLTS, SIZE
 DIA. OR LENGHT? NO INFORMATION ON STRAP-
 ING OF THE CEILING JOIST TO WALL, NOR
 THE LOADS TO BE ENCOUNTERED? UPLIFT,
 OR GRAVITY LOADS, LIVE LOADS OR ROOF
 DEAD LOADS.NO DIMENSION ON THE ROOF
 FRAMING MEMBER, SPACING OR SPAN?
  
 14) THERE APPEARS TO BE A OPENING BE-
 TEEEN THE KITHEN AND DINING ROOM, HOW
 ARE THE ROOF LOADS BEING HELD UP?
  
 15) IT APPEARS THAT A 2" PLUMB VENT IS
 CUTTING THROUGH THE TOP PLATES, HOW WILL
 THE TOP PLATE BE CONSIDERED CONTINIOUS?
  
 16)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. A TRANSMITTAL LETTER LISTING THE
 ORIGINAL REVIEW COMMENT NUMBER, WITH A
 DESCRIPTION OF THE REVISION MADE, IDEN-
 TIFYING THE SHEET OR SPECIFICATION PAGE
 WHERE THE CHANGES CAN BE FOUND, WILL
 HELP TO EXPEDITE YOUR PERMIT. THANK YOU
 FOR YOUR ANTICIPATED COOPERATION.
 JIM WITMER
 PLAN REVIEW
 TEL: (561)659-8096 EX.8412
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2002-07-10 Cont ID  
Sent By jwitmer Date 2002-07-10 Time 08:27 Rev Time 1.50
Received By jwitmer Date   Time   Sent To  
Notes
2002-07-10 00:00:00 
 BUILDING PLAN REVIEW
 PERMIT: 02061416
 ADD: 3826 PASCO NAVARRO
 CONT: O/B RICKETTS, ALLESTA
 TEL: 659-3047
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 1) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 2)ALL INFORMATION, DRAWINGS, SPECIF-
 ICATIONS AND ACCOMPANYING DATA SHALL
 BEAR THE NAME AND SIGNATURE OF THE
 PERSON RESPONSIBLE FOR THE DESIGN.
 CITY AMENDMENTS 104.2.1
  
 3) 1606.1.1 WHEN PLANS (R-3) ARE NOT DE-
 SIGNED BY A PROFESSIONAL THEY MUST MEET
 A PRESCRIPTIVE CODE, SUCH AS A PROVIS-
 IONS IN AF&PA WOOD FRAME CONSTRUCTION
 FOR ONE- AND TWO FAMILY DWELLINGS- 1995
 SBC HIGH WIND EDITION 1996 SHALL BE PER-
 MITTED FOR THE APPLICABLE WOOD FRAME
 BUILDINGS OF GROUP R3 OCCUPANCY FOR A
 BASIC WIND SPEED OF 146 MPH OR LESS.
  
 4)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.
  
 5)PROVIDE ENERGY CALCULATIONS AND
 EQUIPMENT SIZING CALCULATIONS (MANUAL J)
 AS REQUIRED BY THE 2001 FLORIDA ENERGY
 EFFICIENTCY CODE FOR BUILDING CONSTRUC-
 TION.
  
 6)1503.4.4 PROTECTION AGAINST DECAY &
 TURMITES. 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.
  
 7)FIGURE 1606 WIND-BORNE DEBRIS
 REGION; INDICATES THAT W.P.B. CITY OF IS
 LOCATED IN THE 140 MPH ZONE. PLANS ARE
 TO INDICATE THIS.
  
 8)FL. BLD CODE 1606.1.7 THE FOLLOWING
 INFORMATION RELATED TO WIND SHALL BE
 SHOWN ON THE CONSTRUCTION DRAWINGS,
 1)- BASIC WIND SPEED, MPH
 2)- WIND IMPORTANCE FACTOR, & BUILDING
 CATEGORY
 3)- WIND EXPOSURE
 4)- INTERNAL PRESSURE COEFFICIENT,
 5)- COMPONENTS & CLADDING, THE DESIGN
 WIND PRESSURES IN TERMS OF PSF.
  
 9) FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORT, SBCCI OR DADE COUNTY
 REPORT ARE ACCEPTED.MISSING REPORTS:
 A)WINDOWS
 B)DOORS EXTERIOR
 C)ROOFING MATERIALS
 D)STORM SHUTTERS
 SITE SPECIFIC ENGINEERING (PRODUCT
 APPROVAL) REQUIRES THE WET SIGNATURE,
 DATE AND EMBOSSED SEAL OF THE ENGINEER
 CERTIFYING THE PRODUCT AND SIGNATURE
 AND SEAL OF THE DESIGN PROFESSIONAL
 OF RECORD.
 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.
  
 10) 1606.4.4 ANCHOR METHODS. PROVIDE
 INFORMATION FOR INSTALLATION OF DOOR
 AND WINDOW BUCKS.
  
 11)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.
  
 12) 1804.1.3 THE BOTTOM OF THE FOUNDA-
 TION SHALL EXTEND NO LESS THAN 12"
 BELOW FINISH GRADE.
  
 13) 2304.5 CLEARENCE BETWEEN WOOD SIDING
 & EARTH ON THE EXTERIOR OF A BUILDING
 SHALL NOT BE LESS THAN 6" EXCEPT WHERE
 SIDING, SHEATHING AND FRAME WALL ARE OF
 APPROVED DURABLE WOOD OR APPROVED PRE-
 SERVATIVE TREAATED WOOD.
  
 14) FL BLDG 1909.3 (EXEPTION# 2)
 CONCRETE SLABS ON GRADE CONTAINING 6X6/
 W1.4XW1.4 WELDED WIRE REINFORCEMENT
 FABRIC LOCATED IN THE MIDDLE TO THE
 UPPER 1/3RD OF THE SLAB SHALL BE SUP-
 PORTED BY APPROVED MATERIALS OR SUPPORTS
 AT SPACING NOT TO EXCEED 3 FT OR IN
 ACCORDANCE WITH MANUFACTURER'S SPEC.
  
 15) 1203.5 MECHANICAL VENTILATION
 REQUIRED FOR BATHROOM, NO WINDOW, WINDOW
 WOULD REQUIRE NO LESS THAN 3 SQ FT
 OPEN AREA.
  
 16)2504.2.2 INSTALLATION OF EXTERIOR
 LATHING AND FRAMING SHALL COMPLY WITH
 ASTM C-1063.
  
 17)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. A TRANSMITTAL LETTER LISTING THE
 ORIGINAL REVIEW COMMENT NUMBER, WITH A
 DESCRIPTION OF THE REVISION MADE, IDEN-
 TIFYING THE SHEET OR SPECIFICATION PAGE
 WHERE THE CHANGES CAN BE FOUND, WILL
 HELP TO EXPEDITE YOUR PERMIT. THANK YOU
 FOR YOUR ANTICIPATED COOPERATION.
 JIM WITMER
 PLAN REVIEW
 TEL: (561)659-8096 EX.8412
 FAX: (561)659-8026
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2002-08-20 Cont ID  
Sent By btrobaug Date 2002-08-20 Time 07:06 Rev Time 0.00
Received By btrobaug Date 2002-08-20 Time 06:36 Sent To P
Notes
2002-08-20 00:00:00UNSAT
 ~~~~~
 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
 PLEASE NOTE THE FOLLOWING INFORMATION
 WAS NOT CORRECTLY ADDRESSED FROM THE
 LAST REVIEW.
  
 1} PROVIDE A RISER DIAGRAM WITH SIZE AND
 TYPE OF CONDUITS AND CONDUCTORS
 USED,INCLUDING:
 METER,DISCONNECTS,PANELS,ETC,AND A
 COMPLETE LOAD CALCULATION PER 215-15.
  
 2} SHOW THE GROUNDING SYSTEM PER 250-50.
  
 3} PLEASE LIST THE REQ`D BATH(S)
 CIRCUIT(S). PER 210-11-C-3
 MUST BE 20A AND #12AWG.THESE MUST BE
 LISTED ON THE PANEL SCHEDULE.
  
 4} PLEASE NOTE KITCHEN COUNTER-
 -SPACE RECEPT SPACING SHALL MEET ART;
 210-52C 1,2,3,4,AND 5.SHOW SAME ON
 DRAWING (LOCATIONS),ALSO COMPLY WITH
 210-8,THIS INCLUDES THE ISLAND.
  
 5} PLEASE NOTE THAT THE EXISTING PANEL
 LOCATION IS IN VIOLATION OF 110-26,AND
 SHOULD BE CORRECTED TO COMPLY AT THIS
 TIME WHILE INSTALLING A NEW SERVICE.
  
 6} PLEASE NOTE THAT PER NFPA-72
 8-1.4.2,SMOKE DETECTORS SHALL NOT BE
 LOCATED WITHIN 3'OF A BATHROOM OR
 KITCHEN DOOR. THE INTENT OF THIS IS TO
 AVOID NUISANCE ALARMS,AND IT MAY BE
 POSSIBLE TO ELIMINATE OR MOVE THE ONE
 DETECTOR SHOWN ON THE PLAN.
  
 IT IS SUGGESTED THAT YOU SPEAK WITH AN
 ELECTRICAL DESIGNER TO ASSIST YOU WITH
 THESE ISSUES.
  
 BILL TROBAUGH
 ELECTRICAL PLAN REVIEW
 561/659-8096 EXT.8392
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2002-07-01 Cont ID  
Sent By btrobaug Date 2002-07-01 Time 11:20 Rev Time 0.00
Received By btrobaug Date 2002-07-01 Time 10:01 Sent To M
Notes
2002-07-01 00:00:00UNSAT
 ~~~~~
 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
 PLEASE PROVIDE THE FOLLOWING
 INFORMATION AND RESUBMIT FOR REVIEW.
  
 1} SHOW THE LOCATION OF THE RELOCATED
 SERVICE.
  
 2} PROVIDE A RISER DIAGRAM WITH SIZE AND
 TYPE OF CONDUITS AND CONDUCTORS USED.
 ALSO PLEASE SHOW ALL GEAR CONNECTED WITH
 THE
 SERVICE,METER,DISCONNECTS,PANELS,ETC
  
 3} SHOW GROUNDING SYSTEM USED PER 250-50
  
 4} WHERE IS THE"EXISTING"BATH TO BE
 RELOCATED? PLEASE INDICATE ON DRAWING.
  
 5} PLEASE SUBMIT LOAD CALCAULATION
 -S.PER 220,215-5.
  
 6} PLEASE LIST THE REQ`D BATH(S)
 CIRCUIT(S). PER 210-11-C-3
 MUST BE 20A AND #12AWG.INDICATE
 RECEPTACLE LOCATIONS ON PLAN.
  
 7} PLEASE SHOW MEANS OF DISCONNECT
 FOR A/C EQUIPMENT PER 440-11.
  
 8} PLEASE NOTE KITCHEN COUNTER-
 -SPACE RECEPT SPACING SHALL MEET ART;
 210-52C 1,2,3,4,AND 5.
  
 9} THE ELECTRICAL NOTES SAY THE SMOKE
 DETECTOR IS TO BE 110 VOLT,PLEASE NOTE
 THEY MUST ALSO BE BATTERY BACK-UP PER
 2-3.1.2
  
 BILL TROBAUGH
 ELECTRICAL PLAN REVIEW
 CITY OF WEST PALM BEACH
 561/659-8096 EXT. 8392
Review Stop M MECHANICAL (A/C)
Rev No 1 Status N Date 2002-07-01 Cont ID  
Sent By btrobaug Date 2002-07-01 Time 11:53 Rev Time 0.25
Received By ndenmark Date 2002-07-01 Time 15:46 Sent To P
Notes
2002-07-01 00:00:00NO INFORMATION ON MECHANICAL INCLUDED
 FOR REVIEW
Review Stop P PLUMBING
Rev No 2 Status P Date 2002-08-23 Cont ID  
Sent By pschmitz Date 2002-08-23 Time 06:33 Rev Time 0.75
Received By pschmitz Date   Time   Sent To  
Notes
2002-08-23 00:00:00REVISION, APPR,PES.
Review Stop P PLUMBING
Rev No 1 Status F Date 2002-07-02 Cont ID  
Sent By btrobaug Date 2002-08-20 Time 07:42 Rev Time 0.50
Received By jleech Date 2002-07-02 Time 18:13 Sent To  
Notes
2002-07-02 00:00:00DENIED;
 1.DISHWASHER IS PART OF THE KITCHEN SINK
 ASSEMBLY. WATER AND WASTE CAN NOT BE
 INSTALLED AS DRAWN.
 2.RISER DIAGRAM NOT TO CODE AND NOT
 SIZED PROPERLY.
 PLUMBING PLAN REVIEW BY;
 JOHN LEECH
 659-8096 EXT. 8369
Review Stop Z ZONING
Rev No 2 Status P Date 2002-06-28 Cont ID  
Sent By sgraham Date 2002-06-28 Time 16:07 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2002-06-25 Cont ID  
Sent By sgraham Date 2002-06-25 Time 09:21 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***


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