Plan Review Notes
Plan Review Notes For Permit 07010472
Permit Number 07010472
Review Stop B
Sequence Number 1
Notes
Date Text
2007-02-02 17:01:53 
 BUILDING PLAN REVIEW
 PERMIT: 07010472
 ADD: 5205 GREENWOOD AVE
 CONT: HEDRICK BROTHERS
 TEL: (561)689-8880
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2006 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 1STREVIEW
 ACTION: DENIED
  
 1)--- VERY IMPORTANT STATEMENT ---
 PLEASE DO NOT IGNORE!
 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.
  
 2 ) FL S S 713.13
 NOTICE OF COMMENCEMENT, TO BE FILED WITH THE CLERK OF
 THE COURT.
 NOTE: 713.13(2)
 IF THE WORK DESCRIBED IN THE NOTICE OFCOMMENCEMENT IS
 NOT ACTUALLY
 COMMENCED WITHIN 90 DAYS AFTER THE RECORDING THEREOF,
 SUCH NOTICE IS
 NULL & VOID. NOTE: 713.13(6)THE POSTING OF THE NOTICE
 OF COMMENCEMENT
 AT THE CONSTRUCTION SITE BEFORE THE FIRST INSPECTION.
  
 3) SHEET SB-101 THE PLANS DO NOT INDICATE THE USE OF
 TERMITE TREATMENT FOR THE NEW CONCRETE SLAB. 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.
  
 1816.1.2
 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE
 PREVENTION, SOIL AREA DISTURBED AFTER INITIAL CHEMICAL
 SOIL TREATMENT SHALL BE RETREATED WITH A CHEMICAL SOIL
 TREATMENT, INCLUDING SPACES BOXED OR FORMED.
  
 1816.1.3
 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE
 PREVENTION, SPACE IN CONCRETE FLOORS BOXED OUT OR
 FORMED FOR THE SUBSEQUENT INSTALLATION OF PLUMBING
 TRAPS, DRAINS OR ANY OTHER PURPOSE SHALL BE CREATED BY
 USING PLASTIC OR METAL PERMANENTLY PLACED FORMS OF
 SUFFICIENT DEPTH TO ELIMINATE ANY PLANNED SOIL
 DISTURBANCE AFTER INITIAL CHEMICAL SOIL TREATMENT.
  
 1816.1.4
 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE
 PREVENTION, CHEMICALLY TREATED SOIL SHALL BE PROTECTED
 WITH A MINIMUM 6 MILLIMETER 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 DISTURBING TREATED SOIL.
  
 1816.1.5
 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE
 PREVENTION, CONCRETE OVERPOUR OR MORTAR ACCUMULATED
 ALONG THE EXTERIOR FOUNDATION PERIMETER SHALL BE
 REMOVED PRIOR TO EXTERIOR CHEMICAL SOIL TREATMENT, TO
 ENHANCE VERTICAL PENETRATION OF THE CHEMICALS.
  
 4)SHEET SS-002 LOADS AND DESIGN CRITERIA NOTE D) TO
 PROVIDE GEOTECHNICAL REPORT. FBC 1802.2.1
 QUESTIONABLE SOILS,
 1802.2.1 QUESTIONABLE SOIL.
 WHERE THE SAFE-SUSTAINING POWER OF THE SOIL IS IN
 DOUBT, OR WHERE A LOAD-BEARING VALUE SUPERIOR TO THAT
 SPECIFIED IN THIS CODE IS CLAIMED, THE BUILDING
 OFFICIAL SHALL REQUIRE THAT THE NECESSARY INVESTIGATION
 BE MADE. SUCH INVESTIGATION SHALL COMPLY WITH THE
 PROVISIONS OF SECTIONS 1802.4 THROUGH 1802.6 .
  
 5) SHEET SF-101:
 5A) THIS SHEET INDICATES A DETAIL# 1/ SB502 THIS DETAIL
 IS OF A EXPANDED FOOTER THE WIDTH IS PROVIDED BUT NOT
 THE LENGTH. THE DEPTH AND NUMBER OF STEELBARS AND SIZE
 OF BARS IS PROVIDED IN THE DETAIL. PLEASE PROVIDE THE
 LENGTH.
  
 6) SHEET SF-102:
  
 6A) DETAIL# 1/SF-504 DOESN'T INDICATE IF THE EXISTING
 PARAPET WALL WILL BE CUT AWAY AT THIS NEW ROOF AREA OR
 WILL THIS AREA NEED DRAINAGE AND EMERGENCY OVERFLOWS,
 FOR BOTH SIDES OF THE BUILDING? ADITIONAL INFORMATION
 REQUIRED?
  
 6B) DETAIL # 2 INDICATES A MONOLITHIC FOOTER GOING PAST
 THE STEEL FRAME WALL BY SEVERAL INCHES, HOW WILL THIS
 BE WATERPROOFED SO WATER WILL NOT OSMOSIS UNDER THE
 BOTTOM TRACK TO THE INTERIOR OF THE BUILDING? SHEET
 DETAIL 8 /AF-510 INDICATES THE USE OF A MEMBRANE
 FLASHING APPLIED TO THE 5/8" EXTERIOR DENSEGLASSGOLD
 SHEATHING.
 1403.8
 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).
  
 6C) BOTH DETAILS 1& 2 BOTH INDICATE THE USE OF STEEL
 NETWORKS VERTICLIP SLS & SLB , HOW ARE THEY FASTENED TO
 THE EXISTING STEEL DECK, SINCE THEY ARE PART OF
 CREATING THE EXTERIOR ENVELOPE (MAIN
 WINDFORCE-RESISTING SYSTEM) DO THEY HAVE ANY PRODUCT
 EVALUATION REPORTS?IF REPORTS ARE AVAILABLE HAVE
 THEY TAKEN A 33%
 IN WINDLOADS?
  
 6D) THIS SAME DETAIL IT WOULD APPEAR THAT THERE IS A
 GAP BETWEEN THE EXISTING FLOOR SLAB AND THE NEWLY
 CREATED CURTAIN WALL SYSTEM, WHAT WILL BE USED TO STOP
 THE VOID IN THE WALL AT THE SLAB LEVEL, FIRE PROOFING
 MATERIALS? SHEET AF-302 INDICATES UL FIRE STOP SYSTEM?
 711.3 FIRE-RESISTANCE RATING.
 THE FIRE-RESISTANCE RATING OF FLOOR AND ROOF ASSEMBLIES
 SHALL NOT BE LESS THAN THAT REQUIRED BY THE BUILDING
 TYPE OF CONSTRUCTION. WHERE THE FLOOR ASSEMBLY
 SEPARATES MIXED OCCUPANCIES, THE ASSEMBLY SHALL HAVE A
 FIRE-RESISTANCE RATING OF NOT LESS THAN THAT REQUIRED
 BY SECTION 302.3.2 BASED ON THE OCCUPANCIES BEING
 SEPARATED. WHERE THE FLOOR ASSEMBLY SEPARATES A SINGLE
 OCCUPANCY INTO DIFFERENT FIRE AREAS, THE ASSEMBLY SHALL
 HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN THAT
 REQUIRED BY SECTION 706.3.7 . FLOOR ASSEMBLIES
 SEPARATING DWELLING UNITS IN THE SAME BUILDING OR
 SLEEPING UNITS IN OCCUPANCIES IN GROUP R-1, HOTEL
 OCCUPANCIES, R-2 AND I-1 SHALL BE A MINIMUM OF 1-HOUR
 FIRE-RESISTANCE-RATED CONSTRUCTION.
  
 6E) DETAIL # 1/ SF-505INDICATES AN EXISTING W16X26
 AND A NEW BEAM W14X26. THE DETAIL INDICATES THE W14X26
 WITH CONNECTION PLATES THAT ARE BOLTEDONTO THE W14X26,
 BOLT SIZE IS NOT PROVIDED, ALSO THE CONNECTION PLATE
 SIZE OR TYPE OF CONFIGURATION ISN'T PROVIDED NOR THE
 CONNECTION TO BEAM W16X26?
 106.1.2. ADDITIONAL INFORMATION REQUIRED.
  
 6E) AT THE END OF THE SAME CANOPY THERE IS A SECTION
 THROUGH THE NEW W14X26 BUT NO DETAIL OF HOW THIS WILL
 BE ASSEMBLED?
 106.1.2 ADDITIONAL INFORMATION REQUIRED.
  
 7) SHEET AF-302
  
 7A)SHEET AF-302 DETAILS 1& 2 BOTH INDICATE EXTERIOR
 MOLDING OR TRIM ON THE EXTERIOR OF THE BUILDING, WHAT
 TYPE OF TRIMWILL BE USED AND HOW WILL IT BE
 ATTACHED?
  
 106.1.2 ADDITIONAL INFROMATIOIN
  
 7B) SHEET AF-302 BOTH DETAILS INDICATE SECTION 1/
 AF-510 A 2 1/2" STRUCTURAL METAL STUD GAUGE OF
 STREUCTURAL STUD IS NOT PROVIDED. SHEET SF-504 DOESN'T
 INDICATE GAUGE OF 2 1/2 STRUCTURAL STUD OR HOW IT WILL
 BE TIED BACK TO THE 6" / 20 GAUGE METAL STUD WALL?
  
 8) SHEET AF-303 DETAIL# 4 INDICATES THE USE OF STANDING
 SEAM METAL ROOF SYSTEM, DETAIL# 8 OF SF-501 INDICATES A
 SSTRUCTURAL DECK OF1 1/2" B METAL DECK,
 PLEASE PROVIDE COMPLIANCE WITH 1507.4.2. THIS ROOF HAS
 LESS THAN A 2:12 SLOPE.
 1507.4.2 DECK SLOPE.
 THE MINIMUM SLOPE FOR LAPPED, NONSOLDERED SEAM METAL
 ROOFS WITHOUT APPLIED LAP SEALANT SHALL BE THREE UNITS
 VERTICAL IN 12 UNITS HORIZONTAL (25-PERCENT SLOPE). THE
 MINIMUM SLOPE FOR LAPPED, NONSOLDERED SEAM METAL ROOFS
 WITH APPLIED LAP SEALANT SHALL BE ONE-HALF VERTICAL
 UNIT IN 12 UNITS HORIZONTAL (4-PERCENT SLOPE). THE
 MINIMUM SLOPE FOR STANDING SEAM OF ROOF SYSTEMS SHALL
 BE ONE-QUARTER UNIT VERTICAL IN 12 UNITS HORIZONTAL
 (2-PERCENT SLOPE).
  
 9A)1609.1.4 PROTECTION OF OPENINGS.
 IN WIND-BORNE DEBRIS REGIONS, EXTERIOR
 GLAZING THAT RECEIVES POSITIVE PRESSURE
 IN THE LOWER 60 FEET (18.3 M) IN
 BUILDINGS SHALL BE ASSUMED TO BE
 OPENINGS AND THE BALANCE OF GLAZED
 OPENINGS IN THE REST OF THE BUILDING
 SHALL BE ASSUMED TO BE ZERO UNLESS SUCH
 GLAZING THAT RECEIVES POSITIVE PRESSURE
 IS IMPACT RESISTANT OR PROTECTED WITH AN
 IMPACT RESISTANT COVERING MEETING THE
 REQUIREMENTS OF SSTD 12, ASTM E 1886 AND
 ASTM E 1996, OR MIAMI-DADE TAS 201, 202
 AND 203 REFERENCED THEREIN AS FOLLOWS:
 1.GLAZED OPENINGS LOCATED WITHIN 30
 FEET (9.1 M) OF GRADE SHALL MEET THE
 REQUIREMENTS OF THE LARGE MISSILE TEST.
 2.GLAZED OPENINGS LOCATED MORE THAN
 30 FEET (9.1 M) ABOVE GRADE SHALL MEET
 THE PROVISIONS OF THE SMALL MISSILE
 TEST.
  
 9B)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
  
 9C)WPB ADMIN CODE 106.3* PRODUCT
 APPROVALS. THOSE PRODUCT WHICH ARE
 REGULATED BY DCA RULE 9B-72 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD PRIOR TO SUBMITTAL
 FOR JURISDICTIONAL APPROVAL.
  
 9D)FL BLD CODE 1609.1.4: COMPONENTS & CLADDING,
 PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE AS
 FOLLOWS:
 WINDOWS:
 FIXED WINDOWS STORE FRONT
 CURTAINWALL
 DOORS:
 GLAZED DOORS
 HOLLOW METAL FRAME DOORS
 TRANSOMS
 SIDELIGHTS
 MULLIONS
 VERTICAL
 HORIZONTAL
 LOUVERS WALL
 EFIS SYSTEMS
 ROOFING ASSEMBLIES
 UNDERLAYMENTS
 ROOFING INSULATION
 STANDING SEAM METAL ROOFING
 ROOF HATCHES IF NEW OR REPLACED
  
 9E ) THIS ROOF IS MISSING OR NOT IN
 COMPLIANCE WITH THE FOLLOW ITEMS:
  
 __X__ CONTRACTOR FAILED TO INDICATE WHICH
 SYSTEM TO BE USED.
  
 _X_ THE SYSTEM PROVIDED HAS A LOW
 PRESSURE FOR ZONE ___ .
  
 _NOT KNOWN__ THE SYSTEM PROVIDED STATES
 LIMITATION# 7, SHOULD THE FASTENER
 RESISTANCE BE LESS THAN THAT
 REQUIRED, AS DETERMINED BY THE
 BUILDING OFFICIAL, A REVISED
 FASTENER SPACING, PREPARED , SIGNED
 AND SEALED BY A FLORIDA REGISTERED
 PROFESSIONAL ENGINEER, REGISTERED
 ARCHITECT OR REGISTERED ROOF
 CONSULTANT MAY BE SUBMITTED.
  
 _NOT KNOWN__THE SYSTEM PROVIDED INDICATES
 LIMITATION# 9, NO ENHANCED
 FASTENING ALLOWED.
  
 10) PLEASE PROVIDE THE APPROPRIATE INFORMATION FOR
 EITHER OF THE FOLLOWING:
 13-400.2A.2 SHELL BUILDING
 14-400.0..C.4 RENOVATED BUILDINGS
 13-400.0 COMPLIANCE CRITERIA
  
 11)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 C. B. O.
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
  
  
  
  
  
  
  
  
  
  


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