Plan Review Details - Permit 05050549
Plan Review Stops For Permit 05050549
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2006-05-24 Cont ID  
Sent By jwitmer Date 2006-05-24 Time 11:00 Rev Time 0.77
Received By jwitmer Date 2006-05-24 Time 11:00 Sent To PC
Notes
2006-05-24 00:00:00PROVISO:
 PLANS TO BE REVISED TO SHOW THE CORRECT
 SIZE OF RAFTERS.
 JIM WITMER
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2006-03-16 Cont ID  
Sent By jwitmer Date 2006-03-16 Time 15:31 Rev Time 1.22
Received By jwitmer Date 2006-03-16 Time 15:31 Sent To PC
Notes
2006-03-16 00:00:00ASPHALT SHINGLES
 GAF
 FL 183-R1
 MIAMI DADE
 03-0219.04
  
 UNDERLAYMENT
 WAARRIOR ROOFING
 FL 4302-R1
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2006-02-24 Cont ID  
Sent By jwitmer Date 2006-02-24 Time 13:41 Rev Time 2.22
Received By jwitmer Date 2006-02-24 Time 12:23 Sent To PC
Notes
2006-02-24 00:00:00BUILDING PLAN REVIEW
 PERMIT: 05050549
 ADD: 911 PASEO ANDORRA
 CONT: O/B ORDONEZ, SANTANDER
 TEL: (561)655-6119
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 3RD 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)UNDER THE FIRST PLAN REVIEW THERE WAS
 AN ENGINEER TAKING RESPONSIBILITY FOR
 THE DRAWINGS, THE CURRENT PLANS DO NOT
 INDICATE THAT THEY WERE DRAWN BY A
 DESIGN PROFESSIONAL BUT WHOEVER TAKING
 RESPONSIBILITY FOR THE PLANS AND DESIGN
 STILL NEED TO BEAR THE NAME AND
 "SIGNATURE" OF THAT PARTY.FBC 104.2.1
 ALL INFORMATION, DRAWINGS,SPECIFICATIONS
 AND ACCOMPANYING DATA SHALL BEAR THE
 NAME AND SIGNATURE OF THE PERSON
 RESPONSIBLE FOR THE DESIGN.PLEASE
 COMPLY.
  
 2) COMPLIED
  
 3) COMPLIED
  
 4)PLANS TO INDICATE TO THE FL BLDG CODE
 BUT TO WHICH EDITION?
 2001 FL. BLD CODE 1606.1.4 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.
  
 5A) COMPLIED
 5B) COMPLIED
  
 6A-G) COMPLIED
  
 7) 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
  
 I RESEARCHED WHICH PRODUCTS HAVE
 STATEWIDE APPROVAL AND WHICH WILL
 REQUIRE LOCAL JURISDICTION APPROVAL.
 A STICKER ON THOSE INDICATING LOCAL
 APPROVAL WILL NEED TO MAKE APPLICATION
 FOR LOCAL APPROVAL, A COPY OF THE FORM
 IS IN PACKET.
  
 8)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
  
  
 9) 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.
  
 MUST HAVE ORIGINAL PERMIT APPLICATION.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2005-11-28 Cont ID  
Sent By jwitmer Date 2005-11-28 Time 15:18 Rev Time 2.22
Received By jwitmer Date 2005-11-28 Time 15:18 Sent To E
Notes
2005-11-28 00:00:00BUILDING PLAN REVIEW
 PERMIT: 05050549
 ADD: 911 PASEO ANDORRA
 CONT: O/B ORDONEZ, SANTANDER
 TEL: (561)655-6119
 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)UNDER THE FIRST PLAN REVIEW THERE WAS
 AN ENGINEER TAKING RESPONSIBILITY FOR
 THE DRAWINGS, THE CURRENT PLANS DO NOT
 INDICATE THAT THEY WERE DRAWN BY A
 DESIGN PROFESSIONAL BUT WHOEVER TAKING
 RESPONSIBILITY FOR THE PLANS AND DESIGN
 STILL NEED TO BEAR THE NAME AND
 SIGNATURE OF THAT PARTY.FBC 104.2.1
 ALL INFORMATION, DRAWINGS,SPECIFICATIONS
 AND ACCOMPANYING DATA SHALL BEAR THE
 NAME AND SIGNATURE OF THE PERSON
 RESPONSIBLE FOR THE DESIGN.PLEASE
 COMPLY.
  
 2)THE SUBMITTED PHOTOGRAPHS SUBMITTED OF
 WATER DAMAGE IS A DIRECT RESULT OF
 IMPROPER BUILDING TECHNIQUES.THE
 SHEATHING APPEARS TO BE BURIED RIGHT
 INTO THE CONCRETE AND WITHIN 2-3"OF THE
 PATIO ON THE OTHER WALL.
 2304.2.5 CLEARANCE BETWEEN WOOD SIDING
 AND EARTH ON THE EXTERIOR OF A
 BUILDING SHALL BE NOT LESS THAN 6 INCHES
 (152 MM) EXCEPT WHERE SIDING,SHEATHING
 AND WALL FRAMING ARE OF APPROVED
 PRESERVATIVE-TREATED WOOD OR
 APPROVED NATURALLY DURABLE WOOD.
 INDICATE HOW THIS WILL BE CORRECTED.
  
 3) THE FOOTING SIZE IS NOT CODE
 COMPLIANT BECAUSE OF (3) CODE ARTICLES,
 3A) 1804.1.3 THE BOTTOM OF FOUNDATIONS
 SHALL EXTEND NO LESS THAN 12 INCHES
 (305 MM) BELOW FINISH GRADE.
 3B)1403.1.6 IN ORDER TO PROVIDE FOR
 INSPECTION FOR TERMITE INFESTATION,
 CLEARANCE BETWEEN EXTERIOR WALL
 COVERINGS AND FINAL EARTH GRADE ON THE
 EXTERIOR OF A BUILDING SHALL NOT BE LESS
 THAN 6 INCHES (152 MM).
 3C) 2304.2.5 CLEARANCE BETWEEN WOOD
 SIDING AND EARTH ON THE EXTERIOR OF A
 BUILDING SHALL BE NOT LESS THAN 6 INCHES
 (152 MM) EXCEPT WHERE SIDING,
 SHEATHING AND WALL FRAMING ARE OF
 APPROVED PRESERVATIVE-TREATED WOOD OR
 APPROVED NATURALLY DURABLE WOOD.
 WITH THE 12" OF FOUNDATION IN THE
 GROUND THE CODE STILL REQUIRES AN
 ADDITIONAL 6" IN HEIGHT AS REQUIRED
 2304.2.5/ 1403.1.6. THIS STILL DOES NOT
 PROVIDE ANY LAP OF THE SHEATHING OR
 STUCCO. THE MINIMUM HEIGHT OF THE
 FOUNDATION SHOULD BE 19" WHICH WILL
 PROVIDE A 1" COVER OR CREATE A STEPED
 WALL ALLOWING THE GRADE TO BE A LITTLE
 HIGHER. 1804.1.7* FINISH GRADE SHALL BE
 SLOPED AWAY FROM THE FOUNDATION FOR
 DRAINAGE. THE LOWEST BUILDING FLOOR
 ELEVATION AT THE PERIMETER OF A
 MONOLITHIC FOUNDATION AT HABITABLE AREAS
 SHALL BE A MINMUM OF 4 " ABOVE THE
 FINISH GRADE, AT THE BUILDING PERIMETER.
 THE 4" MINIMUM IS FOR IF CBS
 CONSTRUCTION IS USED, WOOD FRAME WITH
 STUCCO VENEER WILL REQUIREA 6"
 CLEARENCE FROM GRADE AS INDICATED ABOVE.
  
 4) PLANS INDICATE TO THE FL BLDG CODE
 BUT NOT WHICH EDITION?
  
 5) PLANS INDICATE A CHOICE OF, OR IN LEU
 OF, THE CODE REQUIRES SPECIFIC
 INFORMATION, MANUFACTURER, MODEL TYPE
 ETC AND ALLOWABLE LOADS. THE OTHER ISSUE
 IS WHEREWE GIVE A CERTAIN CODE SECTION
 FOR THE DESIGNER TO FOLLOW, THE DESIGNER
 RESTATES THE CODE SECTION AND NOT
 PROVIDING THE BUILDER (OWNER BUILDER)
 WITH THE REQUIRED INFORMATION. SEE:
 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".
 5A) 1/2" X 7"FASTENAL STUD PN# 52210
 PROVIDE THE MANUFACTURERS NAME, WILL
 THERE REQUIRE A DERATING SINCE THE STUD
 WOULD BE LESS THAN 2" FROM THE EDGE OF
 CONCRETE? PROVIDE ALLOWABLE UPLIFT WITH
 THE DERATING FACTOR.
 5B) JOIST HANGER DETAIL DOESN'T INDICATE
 IF THIS IS TO TIE INTO THE EXISTING BEAM
 OR IF THE LEDGER WILL BE LOWER THAN THE
 EXISTING BEAM AND WILL TRUELY BOLT
 THROUGH THE BEAM, SPACING OF THE 1/2"
 BOLTS ARE NOT PROVIDED. MISSING THE
 HEIGHT FLOOR TO CEILING 1203.2.1 FOR
 HABITABLE ROOMS 7'-6" IS A MINIMUM.
  
 6)A) PLANS DO NOT INDICATE THE TYPE OF
 ATTACHMENT FOR THE RAFTERS TO THE
 EXISTING BUILDING 104.2.1* ADDITIONAL
 INFORMATION REQUIRED.
 6B) PLANS INDICATE THE USE OF A SIMPSON
 H-5 CLIP TO TIE DOWN THE RAFTERS TO THE
 TOP PLATE BUT NO STRAPS ON TOP OR BOTTOM
 PLATE, PROVIDE A CONTINIOUS LOAD PATH.
 SEE 1606.1.3.
 6C) PLANS SHOW THE INSULATION AT THE
 CEILING LINE THAT BLOCKS OFF AIR FLOW,
 INDICATE COMPLIANCE HOW AIR FLOW WILL BE
 MAINTAINED?
 6D) PLANS INDICATE USE OF 3/8" SHEET
 ROCK ON THE CEILING, PLEASE INDICATE
 WHAT TYPE OF FINISH IS TO BE APPLIED?
 NOTE GYPSUM ASSOC 216 APPLICATION OF
 GYPSUM PANEL PRODUCT TABLE 1 MAXIMUM
 FRAMING SPACING FOR SINGLE LAAYER
 PANEL PRODUCTS INDICATES 3/8"
 PERPENDICULAR, FOOTNOTE "B", ON CEILINGS
 TO RECEEIVE HAND OR SPRAYED APPLYED
 WATER-BASED TEXTURE MATERIALS 1/2"
 GYPSUM CEILING BOARD SHALL BE APPLIED.
 6E) PROVIDE DETAIL ON TIE INTO THE
 EXISTING BUILDING?
 6F) PROVIDE PRODUCT APPROVAL FOR
 DURRAOCK AND USE IN THIS TYPE OF
 APPLICATION, IF THERE IS BLOCKING
 REQUIREMENTS FOR SHEER WALL APPLICATION?
 6G) PROVIDE DETAIL OF NEW ADDITION SLAB
 TIE INTO EXISTING BUILDING?
  
 7) 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
  
 8)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
 B) TRUSS STRAPS AND BUCKETS
 C) STORM SHUUTTERS ( DOOR WILL ALSO
 REQUIRE STORM SHUTTERS
  
 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 B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2005-08-18 Cont ID  
Sent By jwitmer Date 2005-08-18 Time 09:06 Rev Time 1.75
Received By jwitmer Date 2005-08-18 Time 09:06 Sent To  
Notes
2005-08-18 00:00:00BUILDING PLAN REVIEW
 PERMIT: 05050549
 ADD: 911 PASEO ANDORRA
 CONT: O/B ORDONEZ, SANTANDER
 TEL: (561)655-6119
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW
 ACTION: DENIED
  
 1) 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
  
 2) 471.023 F.S.CERTIFICATE OF
 AUTHORIZATION.THE TITLE BLOCK FOR ANY
 SHEET BEARING THE NAME OF AN ENGINEER
 PRACTICING UNDER A FICTITIOUS NAME, A
 CORPORATION, OR A PARTNERSHIP, OFFERING
 ENGINEERING SERVICES, SHALL INCLUDE THE
 CERTIFICATE OF AUTHORIZATION NUMBER.
 ADD THE NUMBER TO EACH SHEET.THIS MAY
 BE ADDED BY HAND.
  
 3) IN ADDITION TO SIGNING, SEALING AND
 DATING EACH PAGE OF THE PLANS, THE
 ENGINEER IN RESPONSIBLE CHARGE MUST
 LEGIBLY INDICATE IN A TITLE BLOCK THEIR
 NAME, ADDRESS AND LICENSE NUMBER ON EACH
 PLAN SHEET. 61G15-23.002 F.A.C.
  
 4) FL. BLD CODE 1606.1.7 THE FOLLOWING
 INFORMATION RELATED TO WIND SHALL BE
 SHOWN ON THE CONSTRUCTION DRAWINGS,
 1)- BASIC WIND SPEED, MPH (140, 3 SECOND
 GUST)
 2)- WIND IMPORTANCE FACTOR, & BUILDING
 CATEGORY
 3)- WIND EXPOSURE
 4)- INTERNAL PRESSURE COEFFICIENT,
 5)- COMPONENTS & CLADDING, THE DESIGN
 WIND PRESSURES IN TERMS OF PSF.
  
 5) PLANS INDICATE A 16" WIDE FOOTING BY
 12" DEEP. THE MINIMUM WIDTH IS 18", ALSO
  
 INDICATED IS A DOUBLE WIDE BRICK KNEE
 WALL, NO INDICATION OF A CONTINIOUS LOAD
 PATH, REINFORCMENT, TO ANCHOR THE
 PROPOSED ADDITION. PROVIDE A CONTINIOUS
 LOAD PATH FROM THE FOUNDATION THROUGH TO
 THE RAFTERS.PROVIDE THE UPLIFT FOR THE
 RAFTERS, MAGNITUDE OF FORCES TO BE
 RESSITED, UPLIFT, GRAVITY AND LATERAL
 LOADS. 1606.6.1.3.
 1606.1.3 ANCHORAGE AGAINST OVERTURNING,
 UPLIFT AND SLIDING. STRUCTURAL
 MEMBERS AND SYSTEMS, AND COMPONENTS AND
 CLADDING IN A BUILDING OR STRUCTURE
 SHALL BE ANCHORED TO RESIST WIND-INDUCED
 OVERTURNING, UPLIFT AND SLIDING AND TO
 PROVIDE CONTINUOUS LOAD PATHS FOR THESE
 FORCES TO THE FOUNDATION.WHERE A
 PORTION OF THE RESISTANCE TO THESE
 FORCES IS PROVIDED BY DEAD LOAD, THE
 MINIMUM DEAD LOAD LIKELY TO BE IN PLACE
 DURING A DESIGN WIND EVENT SHALL BE
 USED.
  
 6) PLANS TO INDICATE TERMITE TREATMENT
 FOR SOIL.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.
  
 7) FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED, PLANS
 DO NOT INDICATEA VAPOR BARRIER BEHIND
 THE DURA ROCK.
  
 8) PLANS DO NOT INDICATE HOW A WATER
 TIGHT SEAL BETWEEN THE 2X6 SILL AND
 BRICK.
  
 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
  
 10) PROVIDE SLOPE FOR ROOF.
  
 11) RAFTER ATTACHMENT TO EXISTING
 BUILDING DOESN'T INDICATE HOW LEDGER IS
 TO BE ANCHORED AND INTO WHAT TYPE OF
 EXISSTING CONSTRUCTION. NOR DOES THE
 PLANS INDICATE WHAT TYPE OF DEVISE WILL
 ANCHOR THE RAFTER END TO THE LEDGER.
  
 12)PLANS DO NOT INDICATE THE END WALL
 SECTION, OR IF THE ROOF LINE HAS A SIDE
 OVERHANG?
  
 13) PLANS DO NOT INDICATE HOW THE
 EXISTING BATHROOMS ARE GOING TO BE
 VENTILATED, NOW THAT THERE WILL BE NO
 VENTILATION TO THE EXTERIOR?
  
 14) NO ELECTRICAL OR MECHANICAL
 INDICATED.
  
 15) PLANS INDICATE USE OF 8" BLACKET
 INSULATION AS OPTIONAL, SEE 13-604.1.C.1
 ADDITIONS. ALL ROOF/CEILINGS SHALL BE
 INSULATED TO THE MINIMUM R-VALUE GIVEN
 ON TABLE 6C-1 OF FORM 600C FOR THE TYPE
 OF CONSTRUCTION USED IN THE ADDITION.
  
 16) TABLE 2307.6B* REQUIRES 19/32" ROOF
 SHEATHING. FOOTNOTE (6) IN NO CASE SHALL
 ANY ROOF SHEATHING BE LESSTHAN 32/16
 19/32" WOOD STRUCTURAL PANELS IN SPANS
 16" OR MORE.
  
 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.
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2006-03-14 Cont ID  
Sent By btrobaug Date 2006-03-14 Time 12:58 Rev Time 0.33
Received By btrobaug Date 2006-03-14 Time 12:35 Sent To B
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2006-02-08 Cont ID  
Sent By btrobaug Date 2006-02-08 Time 11:46 Rev Time 0.25
Received By btrobaug Date 2006-02-08 Time 11:44 Sent To M
Notes
2006-02-08 00:00:00 
 THIS IS THE SAME COMMENT AS THE PREVIOUS
 REVIEW.
 THE PERSON TAKING RESPONSIBILITY FOR THE
 PLAN MUST PRINT AND SIGN THEIR NAME ON
 SAME PER 104.2.1 FBC.
  
 IF THERE ARE ANY QUESTIONS PLEASE CALL.
  
 BILL TROBAUGH
 ELECTRICAL PLAN REVIEW
 561/805-6718
 [email protected]
 FAX/:561/659-8026
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2005-11-29 Cont ID  
Sent By btrobaug Date 2005-11-29 Time 15:13 Rev Time 0.33
Received By btrobaug Date 2005-11-29 Time 15:01 Sent To M
Notes
2005-11-29 00:00:00 
 THE PERSON TAKING RESPONSIBILITY FOR THE
 PLAN MUST PRINT AND SIGN THEIR NAME ON
 SAME PER 104.2.1 FBC.
  
 BILL TROBAUGH
 ELECTRICAL PLAN REVIEW
 561/805-6718
 [email protected]
 FAX/:561/659-8026
  
  
Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2006-05-23 Cont ID  
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Notes
2006-05-23 00:00:00TO "JWITMER' DESK/REV
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Rev No 6 Status N Date 2006-03-14 Cont ID  
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Rev No 5 Status N Date 2006-01-31 Cont ID  
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2006-01-31 00:00:00TO "BTROBAUG" DESK/RESUB
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Rev No 4 Status N Date 2005-11-22 Cont ID  
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Notes
2005-11-22 00:00:00TO "JWITMER" DESK/RESUB
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Rev No 3 Status N Date 2005-07-12 Cont ID  
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Notes
2005-07-12 00:00:00TO "MISC" BOX #2
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Rev No 2 Status N Date 2005-06-28 Cont ID  
Sent By adarroug Date 2005-06-28 Time 11:17 Rev Time 0.00
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Notes
2005-06-28 00:00:00TO "Z" BOX/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2005-08-18 Cont ID  
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Received By jwitmer Date 2005-05-12 Time 15:56 Sent To  
Notes
2005-05-12 00:00:00TO "Z" BOX
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2006-03-16 Cont ID  
Sent By tgordon Date 2006-03-16 Time 08:25 Rev Time 0.20
Received By tgordon Date 2006-03-16 Time 08:25 Sent To B
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2006-02-08 Cont ID  
Sent By tgordon Date 2006-02-08 Time 13:37 Rev Time 0.25
Received By tgordon Date 2006-02-08 Time 13:37 Sent To B
Notes
2006-02-08 00:00:00*** DENIED ***
 1) NEED TO SHOW DUCT (FLEX) SIZES GOING
 TO GRILLS IN NEW ADDITION, AND SIZES OF
 GRILLS.
  
 2) PLEASE SEE COMMENTS ON ELECTRICAL
 REVIEW.
  
 MECHANICAL PLAN REVIEW BY;
 TOM GORDON (561) 805-6729.
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2005-11-29 Cont ID  
Sent By tgordon Date 2005-11-29 Time 15:58 Rev Time 0.20
Received By tgordon Date 2005-11-29 Time 15:58 Sent To  
Notes
2005-11-29 00:00:00*** DENIED ***
 1) NEED TO SHOW CORRECT LOCATION OF A/C
 GRILLS, SIZES, AND CFM'S.
 2) PLEASE SHOW LOCATION OF BATHROOM
 FANS.
 IF YOU HAVE ANY QUESTIONS PLEASE CALL
 TOM GORDON 805-6729 OR PATTY KRAUSS
 805-6719.
Review Stop Z ZONING
Rev No 2 Status P Date 2005-07-11 Cont ID  
Sent By mmclean Date 2005-07-11 Time 09:52 Rev Time 0.00
Received By mmclean Date 2005-07-11 Time 09:52 Sent To I
Notes
2005-07-11 00:00:00APPROVING EXTENED UTILITY ROOM.
Review Stop Z ZONING
Rev No 1 Status F Date 2005-05-19 Cont ID  
Sent By mmclean Date 2005-05-19 Time 18:01 Rev Time 0.00
Received By mmclean Date 2005-05-19 Time 18:01 Sent To I
Notes
2005-05-19 00:00:00DENIED,
 1. MUST PROVIDE A (2) COPIES OF FULL
 SURVEY SHOWING THE ADDRESS AND DIMENSION
 OF LOT WITH SETBACK.
 2. NEED TO PROVIDE THE SETBACK FOR THE
 NEW ADDITION.
 3. NEED FULL FLOOR PLANS SHOWING HOW IT
 WILL BE ACCESSIBLE INTERIOR FROM THE
 MAIN STRUCTURE.
  
 MICHELLE MCLEAN
 ZONING TECHNICIAN
 805-6720


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