Plan Review Details - Permit 04121765
Plan Review Stops For Permit 04121765
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2005-09-19 Cont ID  
Sent By jwitmer Date 2005-09-19 Time 11:38 Rev Time 0.44
Received By jwitmer Date 2005-09-19 Time 11:38 Sent To PC
Notes
2005-09-19 00:00:00REVISION 4-29-05JW
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2005-04-01 Cont ID  
Sent By jwitmer Date 2005-04-01 Time 08:49 Rev Time 1.55
Received By jwitmer Date 2005-04-01 Time 08:49 Sent To PC
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2005-02-01 Cont ID  
Sent By jwitmer Date 2005-02-01 Time 07:46 Rev Time 3.33
Received By jwitmer Date 2005-02-01 Time 07:46 Sent To PC
Notes
2005-02-01 00:00:00BUILDING PLAN REVIEW
 PERMIT: 04121765
 ADD: 6830 SPARROW HAWK DRIVE
 CONT: THE RIF GROUP
 TEL: (561)239-5790
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW
 ACTION: DENIED
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL
 LETTER LISTING THE ORIGINAL REVIEW
 COMMENT NUMBER, WITH A DESCRIPTION OF
 THE REVISION MADE, IDENTIFYING THE SHEET
 OR SPECIFICATION PAGE WHERE THE CHANGES
 CAN BE FOUND WILL HELP TO EXPEDITE YOUR
 PERMIT.THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 1) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 2) PROVIDE IMPACT FEE RECEIPT FOR THIS
 PLAN.
  
 3) PERMIT APPLICATION INDICATES THE SQ
 FT AS 3,734 SQ FT, IN ACTUALLITY IT IS
 4,627 SQ FT. ADDITIONAL FEES OF $8.94
 DUE FOR STATE RADON FEES.
  
 4) FBC 13-103.1.2 BEFORE A BUILDING
 PERMIT CAN BE ISSUED, THE SUBMITTED
 ENERGY CODE COMPLIANCE FORMS SHALL BE
 SIGNED BY THE BUILDING OWNER, THE
 OWNER'S ARCHETECT OR OTHER AUTHORIZED
 AGENT LEGALLY DESIGNATED BY THE OWNER.
  
 5) 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 EXPLORATIONS, TEST OR OTHER
 ADEQUATE PROOF AS TO THE PERMISSIBLE
 SAFE BEARING CAPACITY. REQUIRED TEST AND
 RECOMMENDATIONS SUBMITTED TO VERIFY
 BEARING CAPACITY SHALL BE CERTIFIED BY A
 GEOTECHNICALREPORT FROM A DESIGN
 PROFESSIONAL PROPERLY LICENSED IN THE
 STATE OF FLORIDA.
  
 6) COVERSHEET TYPE OF CONSTRUCTION
 INDICATES THIS STRUCTURE IS TO BE FIRE
 SPRINKLERED, PROVIDE PLANS.
  
 7)FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 SHEET A-6 GENERAL NOTE# 9, INDICATES
 COMPLIANCE WITH TERMITE TREATMENT AND
 REFRENCES 1042.7 FBC CHAPTER 10 DEALS
 WITH MEANS OF EGRESS, THE LAST CHAPTER
 IS 1029, EXPLAIN?
  
 8) THE SAME SHEET NOTE# 13 DEALS WITH
 COMPLIANCE WITH STORM SHUTTERS BUT
 REFREENCES CODE SECTIONS DEALING WITH
 HIGH VELOCITY HURRICANE ZONES THAT ARE
 ONLY APPLICABLE TO DADE OR BROWARD
 COUNTIES, PLEASE CORRECT.
  
 9) 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)STORM SHUTTERS
 B)NUVUE TRUSS ANCHORS
  
 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.
  
 11) PLANS DO NOT INDICATE MEANS OF
 ESCAPE WHEN STORM SHUTTERS ARE IN
 PLACE.
 FBC 1005.4.5 (GLITCH AMENDMENTS JULY 1,
 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 AND 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
 LOCKABLE DOOR NOT UNDER THEIR CONTROL.
 INDICATE HOW COMPLIANCE WILL BE
 ACHIEVED.
  
 12) 1606.4.4 ANCHOR METHODS. PROVIDE
 INFORMATION FOR INSTALLATION OF DOOR
 AND WINDOW BUCKS. SHEET A-6 WINDOW
 DETAILS INDICATE "FASTENERS THRU BUCK
 AS
 PER MANUFACTURERS PRODUCT APPROVAL".
 THE
 SIMONTON WINDOWS FIXED AND SINGLE HUNG
 WINDOWS INDICATE TEST INSTALATION OF
 FAASTENER ONLY INTO BUCK. DESIGN
 PROFESSIONAL TO PROVIDE BUCK
 ATTACHMENT.
  
 13) S-1 CONCRETE NOTES MENTION ACI 301
 BUT NOTHING IS MENTIONED ABOUT ACI
 318-02 FOR STRUCTURAL CONCRETE?
  
 14) S-2 2ND FLOOR, FLOOR FRAMING
 DOESN'T
 INDICATE DRAFT STOPPING LOCATIONS:
 2305.2.2 FLOOR/CEILING ASSEMBLIES
 SINGLE FAMILY DWELLINGS. IN FLOOR/CEIL/
 ING ASSEMBLIES SEPERATING USEABLE SPACE
 INTO 2 OR MORE APPROXIMATE AREAS WITH
 NO
 AREA GREATER THAN 500 SQ FT. DRAFTSTOP-
 PING SHALL BE PROVIDED PARALLEL TO THE
 MAIN FRAMING MEMBERS.
  
 15) S-3 TRUSS ANCHOR SCHEDULE, HIGH
 VALUE FOR USP RT16T, SEE 205 USP
 CATALOG
 PAGE 86 GOOD FOR 1225 LBS UPLIFT.
  
 16) 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.
  
 17) 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
 17A) THE PERSONAL SEAL, SIGNATURE AND
 DATE OF THE ARCHITECT SHALL APPEAR ON
 ALL ARCHITECTURAL DOCUMENTS TO BE FILED
 FOR PUBLIC RECORD. PROVIDE COMPLETE
 SIGNATURE.
 17B)FL S S 481.219(2)&(3) &
 61G1-16.004(2)
 WHEN THE TERM "ARCHITECTS" IS INDICATED
 IN THE TITLE BLOCK A "CA" CERTIFICATE OF
 AUTHORIZATION IS REQUIRED ALSO IN THE
 TITLE BLOCK.
  
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop E ELECTRICAL
Rev No 4 Status P Date 2006-01-23 Cont ID  
Sent By btrobaug Date 2006-01-23 Time 17:18 Rev Time 0.50
Received By btrobaug Date 2006-01-23 Time 15:47 Sent To PC
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2005-09-03 Cont ID  
Sent By dpalmer Date 2005-09-03 Time 09:27 Rev Time 0.25
Received By dpalmer Date 2005-09-02 Time 21:09 Sent To P
Notes
2005-09-03 00:00:00RETAINED ELEC FILE COPY.
 ONLY CONT COPY IN PACKAGE.
2005-09-02 00:00:00IN ELEC FOR REVIEW.
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2005-03-23 Cont ID  
Sent By btrobaug Date 2005-03-23 Time 12:36 Rev Time 0.50
Received By btrobaug Date 2005-03-23 Time 11:44 Sent To B
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2005-01-06 Cont ID  
Sent By btrobaug Date 2005-01-06 Time 12:09 Rev Time 0.50
Received By btrobaug Date 2005-01-05 Time 16:12 Sent To M
Notes
2005-01-06 00:00:00 
 PLEASE MAKE THE FOLLOWING CORRECTIONS
 FOR CODE COMPLIANCE AND RESUBMIT FOR
 REVIEW.
  
 1}THE PLAN SHOWS A METER/MAIN AND THE
 RISER SHOWS A PANEL AND METER SEPERATE,
 PLEASE CORRELATE.
  
 NOTE: USING FIVE 2-POLE BREAKERS AS
 "MAINS" IN A TWELVE SPACE PANEL LEAVES
 ROOM FOR TWO SINGLE POLE BREAKERS, NOT
 MEETING THE INTENT OF THE SIX MEANS OF
 DISCONNECT IN ARTICLE 230.70, 71 OR THE
 EXCEPTIONS OUTLINED IN 230.40.
  
 2} THE DEMAND CALCULATION SHOWS A/C #1 &
 #2 AS 5000 WATTS, PANELSCHEDULE SHOWS
 11000, AND THE LOADS ARE SHOWN AS 7150 W
 AFTER DEMAND . PLEASE CORRELATE.
  
 3} NOTE: THE LOAD CALCULATION AFTER
 DEMAND IS 199 AMPS ON A 200 AMP SERVICE
 LEAVING NO ROOM FOR FUTURE ADDITIONAL
 LOADS. WHILE THIS SERVICE DOES MEET THE
 MINIMUM CRITERIA A LARGER SERVICE IS
 RECOMMENDED.
  
 4} THE TERM "ARCHITECTS" IN THE TITLE
 BLOCK INDICATES A FIRM OR BUSINESS AND
 THEREFORE REQUIRES A CERTIFICATE OF
 AUTHORIZATION NUMBER ALSO ON THE TITLE
 BLOCK PER 61G1-16.004(2) FAC.
  
 IF THERE ARE ANY QUESTIONS PLEASE CALL.
  
  
 BILL TROBAUGH
 ELECTRICAL PLAN REVIEW
 561/805-6718
 [email protected]
 FAX/:561/659-8026
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2006-01-17 Cont ID  
Sent By adarroug Date 2006-01-17 Time 18:13 Rev Time 0.00
Received By adarroug Date 2006-01-17 Time 18:13 Sent To E
Notes
2006-01-17 00:00:00TO "BTROBAUG" DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2005-08-31 Cont ID  
Sent By adarroug Date 2005-08-31 Time 11:28 Rev Time 0.00
Received By adarroug Date 2005-08-31 Time 11:28 Sent To E
Notes
2005-08-31 00:00:00TO "DPALMER" DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2005-03-22 Cont ID  
Sent By adarroug Date 2005-03-22 Time 09:15 Rev Time 0.00
Received By adarroug Date 2005-03-22 Time 09:15 Sent To E
Notes
2005-03-22 00:00:00TO "BTROBAUG" DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2005-01-04 Cont ID  
Sent By mjacobs Date 2005-01-04 Time 14:55 Rev Time 0.00
Received By mjacobs Date 2005-01-04 Time 14:55 Sent To E
Notes
2005-01-04 00:00:00TO "SFR" RACK.
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2005-01-03 Cont ID  
Sent By mjacobs Date 2005-01-03 Time 10:19 Rev Time 0.00
Received By mjacobs Date 2005-01-03 Time 10:19 Sent To Z
Notes
2005-01-03 00:00:00TO "Z" BOX.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2005-01-10 Cont ID  
Sent By prafter Date 2005-01-10 Time 14:10 Rev Time 0.00
Received By prafter Date 2005-01-10 Time 14:42 Sent To P
Notes
2005-01-10 00:00:00R/A OUT OF MASTER BATHOOM AREA JUMPER
 MUST BE 15" OR LARGER.2001 F.B.C./M
 601. EXCEPTION #1
 PAT RAFTER561/805/6725 OR 8056719.
Review Stop P PLUMBING
Rev No 2 Status P Date 2005-09-13 Cont ID  
Sent By jleech Date 2005-09-13 Time 14:35 Rev Time 0.33
Received By jleech Date 2005-09-13 Time 14:35 Sent To B
Notes
2005-09-13 00:00:00REVISION TO PLUMBING RISER DIAGRAM OK
Review Stop P PLUMBING
Rev No 1 Status P Date 2005-01-12 Cont ID  
Sent By jleech Date 2005-01-12 Time 08:52 Rev Time 0.33
Received By jleech Date 2005-01-12 Time 08:52 Sent To B
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date 2005-01-04 Cont ID  
Sent By mmclean Date 2005-01-04 Time 14:46 Rev Time 0.00
Received By mmclean Date 2005-01-04 Time 14:46 Sent To I
Notes
***NONE***


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