Plan Review Details - Permit 05080115
Plan Review Stops For Permit 05080115
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2005-09-19 Cont ID  
Sent By jwitmer Date 2005-09-19 Time 10:08 Rev Time 1.55
Received By jwitmer Date 2005-09-19 Time 09:24 Sent To PC
Notes
***NONE***

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2005-08-16 Cont ID  
Sent By jwitmer Date 2005-08-16 Time 06:48 Rev Time 0.55
Received By jwitmer Date 2005-08-16 Time 06:46 Sent To E
Notes
2005-08-16 00:00:00BUILDING PLAN REVIEW
 PERMIT: 05080115
 ADD: 820 DOBBINS ST
 CONT: O/B RAMIREZ, JOSHEPHINE
 TEL: (561)906-2767
 FL BLD 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) FL S S 472.025 / 61G17-6.002(8)(E)
  
 61G17-6.002(8)(E) ALL SURVEY MAPS AND
 REPORTS OR COPIES THEREOF ARE NOT VALID
 WITHOUT THE ORIGINAL SIGNATURE, AND THE
 ORIGINAL RAISED SEAL OF A FLORIDA FOR
 LICENSED SURVEYORS AND MAPPERS.
  
 61G17-6.002(8)(C) ALL SURVEY MAPS AND
 REPORTS MUST BEAR THE NAME, "CERTIFICATE
 OF AUTHORIZATION NUMBER", AND THE STREET
 MAILING ADDRESS OF THE BUSINESS ENITITY
 ISSUING THE MAP OR REPORT, ALONG WITH
 NAME AND LICENSE NUMBER OF THE SURVEYOR
 AND MAPPER IN RESPONSIBLE CHARGE.
  
 3) FBC 104.2.1ALL INFORMATION,
 DRAWINGS, SPECIFICATIONS AND
 ACCOMPANYING DATA SHALL BEAR THE NAME
 AND SIGNATURE OF THE PERSON RESPONSIBLE
 FOR THE DESIGN.PLEASE COMPLY.
  
 4)104.3.1.1.COUNTY AMENDMENTS:
 PLAN REVIEW MINIMUM REQUIREMENTS FOR
 PLAN REVIEW,
 1) SITE REQUIREMENTS,SET BACK SEPERA-
 TION (ASSUMED PROPERTY LINE)
 2) FIRE RESISTANT CONSTRUCTION
 (IF REQUIRED)
 3) WINDOW SIZE AND DOOR SIZES,
  
 4) STRUCTURAL REQUIREMENTS SHALL
 INCLUDE:
 FLOOR PLAN, WALL SECTIONS FROM THE
 FOUNDATION THROUGH THE ROOF, INCLUD-
  
 ING ASSEMBLY (PRODUCT APPROVALS) &
 MATERIALS, CONNECTOR TABLES, WIND
 REQUIREMENTS, STRUCTURAL CALCULA-
 TIONS (IF REQUIRED)
 5) PLANS DO NOT INDICATE IF ROOF IS
 HAND FRAMED OR TRUSSES, NOR DOES IT
 PROVIDE TRUSS ANCHORS WITH THE MAGNITUDE
 OF LOADS TO BE RESISTED, UPLIFT, GRAVITY
 AND LATERAL LOADS. PROVIDE TRUSS ANCHOR
 APPROVAL WITH FL APPROVAL.
  
  
 6) 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
  
 7)1816.1.1 IF SOIL TREATMENT IS USED FOR
 SUBTERRANEAN TERMITE PREVENTION,
 THE INITIAL CHEMICAL SOIL TREATMENT
 INSIDE THE FOUNDATION PERIMETER SHALL
 BE DONE AFTER ALL EXCAVATION,
 BACKFILLING AND COMPACTION IS COMPLETE.
  
 8)1816.1.4 IF SOIL TREATMENT IS USED FOR
 SUBTERRANEAN TERMITE PREVENTION,
 CHEMICALLY TREATED SOIL SHALL BE
 PROTECTED WITH A MINIMUM 6 MIL VAPOR
 RETARDER TO PROTECT AGAINST RAINFALL
 DILUTION.IF RAINFALL OCCURS BEFORE
 VAPOR RETARDER PLACEMENT, RETREATMENT IS
 REQUIRED.ANY WORK, INCLUDING
 PLACEMENT OF REINFORCING STEEL, DONE
 AFTER CHEMICAL TREATMENT UNTIL THE
 CONCRETE FLOOR IS POURED, SHALL BE DONE
 IN SUCH MANNER AS TO AVOID
 PENETRATING OR DISTUBING TREATED SOIL.
  
 9) 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.
  
 10) 1707.4.4.2 TAPERED BUCKS:
 SHALL EXTEND BEYOND THE INTERIOR FACE
 OF THE WINDOW OR DOOR FRAME SUCH THAT
 FULL SUPPORT OF THE FRAME IS SUPPORTED.
  
 11) 1707.4.4.1 ANCHOR REQUIREMENTS:
 WINDOW & DOOR ASSEMBLIES SHALL BE ANCHOR
 ED IN ACCORDANCE WITH THE PUBLISHED
 MANUFACTURER'S RECOMMENDATIONS TO
 ACHIEVE THEDESIGN PRESSURE SPECIFIED.
 SUBSTITUTE ANCHORING SYSTEM USED FOR
 THE SUBSTRATE NOT SPECIFIED BY THE
 FENESTRATION MANUFACTURER SHALL PROVIDE
 EQUAL OR GREATER ANCHORING AS DEMONSTRA-
 TED BY ACCEPTED ENGINEERING PRACTICES.
  
 12) PROVIDE ROOF SLOPE:
 1507.3.8. ASPHALT SHINGLES LOW SLOPE
 ROOFING, UNDERLAYMENT APPLICATION FOR
 ROOF SLOPES FROM 2:12 UP TO 4:12,
 UNDERLAYMENT SHAL BE A MINIMUM OF TWO
 LAYERS APPLIED AS FOLLOWS:
 1) STARTING AT THE EAVE, A 19-INCH
 STRIP OF UNDERLAYMENT SHALL BE APPLIED
 PARALLEL WITH THE EAVE AND FASTENED
 SUFFICIENTLY TO STAY IN PLACE.
 2) STARTING AT THE EAVE, 36-INCH-WIDE
 STRIPS OF UNDERLAYMENT FELT SHALL BE
 APPLIED OVER LAPPING SUCCESSIVE SHEETS
 19 INCHES AND FASTENED SUFFICIENTLY TO
 STAY IN PLACE.
  
 N.O.A.-LIMITATIONS- SHALL NOT BE
 INSTALLED ON ROOF MEAN HEIGHTS IN ACCESS
 OF 33 FT.
  
 BEFORE A PERMIT TO CONSTRUCT, MAY BE
 ISSUED, IMPACT FEES MUST BE PAID TO PALM
 BEACH COUNTY. THE ACTUAL PERMIT SET OF
 PLANS MUST BE STAMPED BY THAT OFFICE,
 AND A COPY OF THE PAID RECEIPT ATTACHED
 TO THE PERMIT APPLICATION. PLEASE CALL
 (561)233-5025 FOR MORE INFORMATION.
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
  
  
  
  
  
  
  
  

Review Stop E ELECTRICAL
Rev No 2 Status P Date 2005-09-16 Cont ID  
Sent By btrobaug Date 2005-09-16 Time 13:29 Rev Time 0.33
Received By btrobaug Date 2005-09-16 Time 13:12 Sent To B
Notes
***NONE***

Review Stop E ELECTRICAL
Rev No 1 Status F Date 2005-08-16 Cont ID  
Sent By btrobaug Date 2005-08-16 Time 09:27 Rev Time 0.50
Received By btrobaug Date 2005-08-16 Time 07:46 Sent To PC
Notes
2005-08-16 00:00:00 
  
 PLEASE MAKE THE FOLLOWING CORRECTIONS
 FOR CODE COMPLIANCE AND RESUBMIT FOR
 REVIEW.
  
 1} THE PERSON RESPONSIBLE FOR THE
 ELECTRICAL DESIGN MUST PRINT AND SIGN
 THEIR NAME TO THE PLAN THEY
 DESIGNED.104.2.1 FBC.
  
 2} PLEASE INDICATE LOCATION OF
 DISCONNECT PER 225.31.
  
 3} INDICATE GEC SYSTEM PER 250.32.
  
 4} THE RECEPTACLES IN A ACCESSORY
 STRUCTURE MUST BE GFCI PROTECTED PER
 210.8(A)(2).
  
 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 4 Status N Date 2006-02-14 Cont ID  
Sent By adarroug Date 2006-02-14 Time 15:08 Rev Time 0.00
Received By adarroug Date 2006-02-14 Time 15:08 Sent To E
Notes
2006-02-14 00:00:00TO "BTROBAUG" DESK/REV

Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2005-09-14 Cont ID  
Sent By adarroug Date 2005-09-14 Time 13:09 Rev Time 0.00
Received By adarroug Date 2005-09-14 Time 13:09 Sent To E
Notes
2005-09-14 00:00:00TO "BTROBAUG" DESK/RESUB

Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2005-08-10 Cont ID  
Sent By adarroug Date 2005-08-10 Time 09:28 Rev Time 0.00
Received By adarroug Date 2005-08-10 Time 09:28 Sent To B
Notes
2005-08-10 00:00:00TO "MISC" BOX#2

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2005-08-02 Cont ID  
Sent By adarroug Date 2005-08-02 Time 15:34 Rev Time 0.00
Received By adarroug Date 2005-08-02 Time 15:34 Sent To Z
Notes
2005-08-02 00:00:00TO "Z" BOX

Review Stop Z ZONING
Rev No 2 Status P Date 2005-08-11 Cont ID  
Sent By mmclean Date 2005-08-11 Time 14:31 Rev Time 0.00
Received By mmclean Date 2005-08-11 Time 14:31 Sent To B
Notes
2005-08-11 00:00:00APPROVED RESUB FOR SHED MEETING SIDE &
 REAR SETBACK OF 5FT.

Review Stop Z ZONING
Rev No 1 Status F Date 2005-08-09 Cont ID  
Sent By mmclean Date 2005-08-09 Time 18:05 Rev Time 0.00
Received By mmclean Date 2005-08-09 Time 18:05 Sent To I
Notes
2005-08-09 00:00:00DENIED,
 1. MUST SHOW THE LOCATION OF THE SHED ON
 TWO COPY OF SURVEY WITH SETBACK.
  
 MICHELLE MCLEAN
 ZONING TECHNICIAN
 805-6720


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