Plan Review Notes
Plan Review Notes For Permit 07040695
Permit Number 07040695
Review Stop B
Sequence Number 1
Notes
Date Text
2007-06-12 17:57:29BUILDING PLAN REVIEW
 PERMIT: 07040695
 ADD: 2633 OKEECHOBEE BLVD
 CONT: "PLAN REVIEW"
 TEL: (561)744-3399
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2006 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 REVIEW
 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 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.
  
 2) FL S S 713.13NOTICE 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
 ACTUALLYCOMMENCED 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)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
 .
  
  
 4 ) 109.3.10* IMPACT OF CONSTRUCTION.
 ALL CONSTRUCTION ACTIVITY REGULATED BY
 THIS CODE SHALL BE PERMORMED IN A MANNER
 SO AS NOT TO ADVERSELY IMPACT THE
 CONDITION OF ADJACENT PROPERTY, UNLESS
 SUCH ACTIVITY IS PERMITTED TO AFFECT
 SAID PROPERTY PURSUANT TO A CONSENT BY
 THE APPLICABLE PROPERTY OWNER, UNDER
 TERMS & CONDITIONS AGREEABLE TO THE
 APPLICABLE PROPERTY OWNER.THIS INCLUDES
 BUT IS NOT LIMITED TO THE CONTROL OF
 DUST, NOISE, WATER OR DRAINAGE RUN-OFF,
 DEBRIS, AND THE STORAGE OF CONSTRUCTION
 MATERIALS. NEW CONSTRUCTION ACTIVITY
 SHALL NOT ADVERSELY IMPACT HISTORIC
 SURFACE WATER DRAINAGE FLOWS SERVING
 ADJACENT PROPERTIES, & MAY REQUIRE
 SPECIAL DRAINAGE DESIGN COMPLYING WITH
 ENGINEERING STANDARDS TO PRESERVE THE
 POSITIVE PATTERNS OF THE AFFECTED SITES.ACCORDINGLY,
 DEVELOPERS, CONTRACTORS,
 AND OWNERS OF ALL NEW RESIDENTIAL
 DEVELOPMENT, INCLUDING ADDITIONS, POOLS,
 PATIOS, DRIVEWAYS, DECKS, OR SIMILAR
 ITEMS, ON EXISTING PROPERTIES RESULTING
 IN A DECREASE IN EXCESS OF 800SQ FT OF
 PERMEABLE LAND AREA ON ANY PARCELL SHALL
 AS A PERMIT CONDITION, PROVIDE A
 PROFESSIONALLY PREPARED DRAINAGE PLAN
 CLEARLY INDICATING COMPLIANCE WITH THIS
 PARAGRAPH. UPON COMPLETION OF THE
 IMPROVEMENT, A CERTIFICATE FROM A
 LICENSED ENGINEER SHALL BE SUBMITTED TO
 THE INSPECTOR IN ORDER TO RECEIVE
 APPROVAL OF THE FINAL INSPECTION.
  
  
 5) 109.3.10.1 HURICANE PROTECTION.
 IT SHALL BE UNLAWFUL FOR ANY PERSON TO
 ALLOW CONSTRUCTION RELATED MATERIALS
 EQUIPMENT AND DEBRIS TO REMAIN LOOSE OR
 OTHERWISE UNSECURED AT A CONSTRUCTION
 SITE FROM 24 HRS. AFTER A HURRICANE
 WATCH HAS BEEN ISSUED UNTIL THE
 HURRICANE WATCH OR WARNING HAS BEEN
 LIFTED. ALL SUCH CONSTRUCTION MATERIALS,
 EQUIPMENT AND DEBRIS SHALL BE EITHER
 REMOVED FROM THE CONSTRUCTION SITE OR
 SECURED IN SUCH A MANNER AS TO MINIMIZE
 THE DANGER OF SUCH CONSTRUCTION
 MATERIALS, EQUIPMENT AND DEBRIS CAUSING
 DAMAGE TO PERSONS OR PROPERTY FROM HIGH
 WINDS.ANY PERSONS WHO FAILS TO COMPLY TO
 REMOVE OR SECURE THE CONSTRUCTION
 MATERIALS EQUIPMENT AND DEBRIS WITHIN
 24 HRS AFTER A HURRICANE WATCH HAS BEEN
 ISSUED SHALL BE SUBJECT TO A FINE NOT TO
 EXCEED $500.00. IN ADDITION TO THE ABOVE, A
 LICENSED
 CONTRACTOR WHO VIOLATES THIS SECTION
 SHALL BE SUBJECT TO DISCIPLINE PURSUANT
 TO SECTION 113 OF THIS CHAPTER.
  
 6) SHEET AS0.1
 6A) PLEASE UPDATE THE APPLICABLE CODE, 2004 FBC WITH
 2006 AMENDMENTS.
  
 6B) TABLE 503 HEIGTH AND AREA PLEASE CORRECT ALLOWED
 STORIES TO (1).
  
 6C) BOTTOM CENTER OF PLAN IS ILLEGABLE, PLEASE
 CORRECT.
  
 6D) PRESSURES FOR OPENINGS ARE ALL LOW PLEASE SEE 2006
 FBC TABLE 1609.6.2.1(2).
  
 7) SHEET AS0.4 SECTION 7720/ 102 (1) CORRECT TO THE FBC
 2004/W2006 AMENDMENTS
  
 (2) CORRECT ASCE 7-98 TO ASCE 7-02
  
  
 8) SHEET S1.0 :
 8A) CORRECT DESIGNED TO THE 2001 FBC
  
 8B) CORRECT WIND SPEED ZONE SEE FIGURE1609.
  
 8C) CORRECT ASCE 7-98 TO ASCE 7-02
  
 8D) WIND PRESSURES FORFLAT ROOF ZONES 1, 2 & 3 ARE
 LOW SEE TABLE 1609.6.2.1(2)
  
 8E) WIND PRESSURE ZONES FOR WALL ZONES 4 & 5 ARE BOTH
 LOW 10 SQ FT- 100 SQ FT.
  
 9)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.
 FL BLD CODE 1609.1.4: COMPONENTS & CLADDING, PROVIDE 2
 COPIES(3 IF THRESHOLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS ,MISSING REPORTS ARE AS FOLLOWS:A)
 STOREFRONT SYSTEMS - THE REPORT SUBMITTED NO IMPACT
 TESTING
 B) READY ACCESS ALUMINIUM DRIVE THROUGH, MAY BE ISSUES
 WITH MULLIONS AND TRNSOM ABOVE
 C) YKK AP 35H OUTSWING DOORHIGHLIGHT TYPE OF GLAZING
 TO BE INSTALLED.
 D) INGERSOLL- RAND H16-4 GOOD FOR +/- 70 OK
 E) SOPREMA NODIFIED ROOFING - NO SUBSYSTEM INDICATED
 F) EFIS SYSTEMS- NO REPORT SUBMITTED
 G) METAL ROOFING- NO REPORT SUBMITTED
 H) TRUSS ANCHORS AND CLIPS ( CURVED CANOPY)
  
 10)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 APPLICATION FOR LOCAL PRODUCT APPROVAL OR
 SITE SPECIFIC FORM PER RULE 9B-72. SEE
 ATTACHMENT. WWW.FLORIDABUILDING.ORG
  
 11) READY ACCESS ALUMINIUM DRIVE THROUGH WINDOW SHOWN
 ON SHEET AS2.1 INDICATES A SECTION 3 AS7.1 IS MISSING,
 PLEASE PROVIDE.
 11A) SHEET S2.1 SAME WINDOW INDICATES A 4X4 STEEL
 COLUMN BETWEEN TWO WINDOWS BUT NONE IN THE CORENER, IS
 THIS CORNER TO BE BUTT GLAZING?
  
 12)SHEET S2.1 & S2.2 BOTH NEED TO CORRECT THE WIND
 SPEEDZONE, SEE FIGURE 1609.
  
 13) THERE APPEARS TO BE A DESCREPANCY BETWEEN AS6.3
 FOUNDATION DETAILS AND S3.1 DETAIL# 1.IN ALL CASES
 SEE 2114.2 REQUIREMENTS FOR TERMITE INSPECTION. 2114.2
 CONCRETE BEARING LEDGE.
 BRICK , STONE OR OTHER VENEER SHALL BE SUPPORTED BY A
 CONCRETE BEARING LEDGE AT LEAST EQUAL TO THE TOTAL
 THICKNESS OF THE BRICK , STONE OR OTHER VENEER, WHICH
 IS POURED INTEGRALLY WITH THE CONCRETE FOUNDATION. NO
 SUPPLEMENTAL CONCRETE FOUNDATION POURS WHICH WILL
 CREATE A HIDDEN COLD JOINT SHALL BE USED WITHOUT
 SUPPLEMENTAL TREATMENT IN THE FOUNDATION UNLESS THERE
 IS AN APPROVED PHYSICAL BARRIER. AN APPROVED PHYSICAL
 BARRIER SHALL ALSO BE INSTALLED FROM BELOW THE WALL
 SILL PLATE OR FIRST BLOCK COURSE HORIZONTALLY TO EMBED
 IN A MORTAR JOINT. IF MASONRY VENEER EXTENDS BELOW
 GRADE, A TERMITE PROTECTIVE TREATMENT MUST BE APPLIED
 TO THE CAVITY CREATED BETWEEN THE VENEER AND THE
 FOUNDATION, IN LIEU OF A PHYSICAL BARRIER. EXCEPTION:
 VENEER SUPPORTED BY A SHELF, ANGLE OR LINTEL SECURED TO
 THE FOUNDATION SIDEWALL IN ACCORDANCE WITH ACI 530/ASCE
 5/TMS 402, PROVIDED AT LEAST A 6-INCH (152 MM) CLEAR
 INSPECTION SPACE OF THE FOUNDATION SIDEWALL EXTERIOR
 EXIST BETWEEN THE VENEER AND THE TOP OF ANY SOIL, SOD,
 MULCH OR OTHER ORGANIC LANDSCAPING COMPONENT, DECK,
 APRON, PORCH, WALK OR ANY OTHER WORK IMMEDIATELY
 ADJACENT TO OR ADJOINING THE STRUCTURE.
  
 14)AS6.3 AND AS8.1 BOTH INDICATE VARIOUS BRICK
 APPLICATIONS NO MENTION OFWALL TIES OR JOINT
 REINFORCEMENT. 2103.11.2 JOINT REINFORCEMENT. JOINT
 REINFORCEMENT SHALL COMPLY WITH ASTM A 951. THE MAXIMUM
 SPACING OF CROSSWIRES IN LADDER-TYPE JOINT
 REINFORCEMENT AND OF POINT OF CONNECTION OF CROSS WIRES
 TO LONGITUDINAL WIRES OF TRUSS-TYPE REINFORCEMENT SHALL
 BE 16 INCHES (400 MM).
 2103.11.5 ANCHORS, TIES AND ACCESSORIES.
 ANCHORS, TIES AND ACCESSORIES SHALL CONFORM TO THE
 FOLLOWING STANDARDS: ASTM A 36 FOR STRUCTURAL STEEL;
 ASTM A 82 FOR PLAIN STEEL WIRE FOR CONCRETE
 REINFORCEMENT; ASTM A 185 FOR PLAIN STEEL-WELDED WIRE
 FABRIC FOR CONCRETE REINFORCEMENT; ASTM A 167, TYPE
 304, FOR STAINLESS AND HEAT-RESISTING CHROMIUM-NICKEL
 STEEL PLATE, SHEET AND STRIP AND ASTM A 366 FOR
 COLD-ROLLED CARBON STEEL SHEET, COMMERCIAL QUALITY.
  
 15) AS5.2 AND AS6.3 BOTH INDICATE A METAL CORNICE
 SECTION AROUND THE PERIMETER OF THE ROOF. THE DETSIL 8
 SHEET AS5.2 INDICATES TO SEE THE STRUCTURAL SHEETS FOR
 MORE DETAIL,
 THERE ARE NO STRUCTURAL DETAILS FOR THIS AREAA OF THE
 BUILDING. PLEASE PROVIDE ADDITIONAL INFORMATION ON THE
 FASTENING OF THIS CORNICE AND HOW IT WILL ACT IN A HIGH
 WIND EVENT.
  
 16) AS5.2 DETAIL# 1 INDICATES A ROOF DRAIN AND THE
 SECONDARY OVER FLOW, THE OVERFLOW IS NOT TO BE AT THE
 SAME LEVEL AS THE MAIN DRAIN. OVERFLOW
 1514.4.2 OVERFLOW DRAINS AND SCUPPERS.
 WHERE ROOF DRAINS ARE REQUIRED, OVERFLOW DRAINS OR
 OVERFLOW SCUPPERS SIZED IN ACCORDANCE WITH FLORIDA
 BUILDING CODE, PLUMBING SHALL BE INSTALLED WITH THE
 INLET FLOW LINE LOCATED NOT LESS THAN 2 INCHES (51 MM)
 OR MORE THAN 4 INCHES (102 MM) ABOVE THE LOW POINT OF
 THE FINISHED ROOFING SURFACE, EXCLUDING SUMPS. OVERFLOW
 SCUPPERS SHALL BE A MINIMUM OF 4 INCHES (102 MM) IN ANY
 DIMENSION AND SHALL BE LOCATED AS CLOSE AS PRACTICAL TO
 REQUIRED VERTICAL LEADERS, CONDUCTORS OR DOWNSPOUTS.
 OVERFLOW DRAINS AND SCUPPERS SHALL ALSO COMPLY WITH THE
 FLORIDA BUILDING CODE, PLUMBING , AND SECTION 1617 OF
 THIS CODE.
  
 17) AS5.3 DETAIL 3 METAL AWNING PLEASE PROVIDE TO WHICH
 IS THIS AWNING TO BE DESIGNED T? DESIGN OF THE
 STRUCTURAL FRAMING MEMBERS SHALL BE BASED ON RATIONAL
 ANALYSIS, USING THE APPLICABLE WIND LOADS OF CHAPTER 16
 AS SHOWN BELOW:
 3105.4.2.1
 THE WIND DESIGN LOADS FOR ANY FABRIC OR
 MEMBRANE-COVERED STRUCTURE DESIGNED WITH A QUICK
 REMOVAL OR BREAKAWAY MEMBRANE OR FABRIC AT WIND
 VELOCITIES OF 75 MPH, SHALL BE BASED ON THE FOLLOWING
 CRITERIA:
 1.MINIMUM WIND VELOCITY OF 3-SECOND WIND GUST 90
 MPH
 2.IMPORTANCE FACTOR BASED ON LOW HAZARD TO HUMAN
 LIFE OF 0.77.
 3.EXPOSURE CATEGORY B FOR OR C AS DEFINED IN
 CHAPTER 16 .
 3105.4.2.2
 THE WIND DESIGN LOADS FOR ANY FABRIC OR MEMBRANE
 COVERED STRUCTURE DESIGNED WITH A PERMANENT OR
 NONREMOVABLE FABRIC OR MEMBRANE, SHALL BE BASED ON THE
 FOLLOWING CRITERIA:
 1.MINIMUM WIND VELOCITY AS REQUIRED IN CHAPTER 16
 .
 2.IMPORTANCE FACTOR BASED ON LOW HAZARD TO HUMAN
 LIFE OF 0.77.
 3.EXPOSURE CATEGORY B OR C AS DEFINED IN CHAPTER
 16 .
 3105.4.2
 THE FABRIC PORTIONS OF AWNINGS FABRIC COVERED FRAMES
 SHALL BE SECURELY LACED, TIED OR OTHERWISE FASTENED TO
 THE FRAME; NO RAFTER OR FRONT BAR WILL BE PERMITTED IN
 POCKETS; AND IN NO CASE SHALL A ROLLING CURTAIN BE
 CAUSED TO OPERATE OVER A CANOPY FRAME.
 3105.4.3
 THE HORIZONTAL PROJECTION OF CANTILEVERED PORTIONS
 SHALL NOT BE GREATER THAN TWO TIMES THE HEIGHT, EXCEPT
 WHERE THE BUILDING CONSTRUCTION DOES NOT PERMIT A
 PROPER INSTALLATION; IN WHICH CASE, VARIANCE MAY BE
 PERMITTED BY THE BUILDING OFFICIAL, BASED ON SPECIAL
 DESIGN AND CONSTRUCTION.
 AWNINGS
 3105.5 RIGID AWNINGS AND CANOPY SHUTTERS.
 3105.5.1 LOADS.
 RIGID AWNINGS AND CANOPY SHUTTERS SHALL BE DESIGNED TO
 RESIST THE LOADS SET FORTH IN CHAPTER 16 OF THIS CODE
 EXCEPT THAT STRUCTURES OR PARTS THEREOF WHICH ARE
 INTENDED TO BE REMOVED OR REPOSITIONED DURING PERIODS
 OF HIGH WIND VELOCITY SHALL BE DESIGNED IN THEIR OPEN
 OR EXTENDED POSITION TO DESIGN PRESSURES BASED ON A
 BASIC WIND SPEED OF MINIMUM 90 MPH, 3-SECOND WIND GUST
 WITH APPLICABLE SHAPE FACTORS AND TO RESIST NOT LESS
 THAN 10 PSF (478 PA) ROOF LIVE LOAD.
 3105.5.2
 WHERE SUCH STRUCTURE IS INTENDED TO BE FOLDED OR
 OTHERWISE REPOSITIONED TO CLOSE AN OPENING WHEN THE
 BUILDING IS UNATTENDED OR ACT AS A STORM SHUTTER THE
 DESIGN IN THE CLOSED POSITION SHALL ALSO COMPLY WITH
 CHAPTER 16 AND SHALL BE IMPACT RESISTANT IN ACCORDANCE
 WITH SECTION1609.1.4.
 3105.5.3
 STRUCTURES DESIGNED TO BE READILY REMOVED OR
 REPOSITIONED DURING PERIODS OF HIGH WIND VELOCITY SHALL
 BE POSTED WITH A LEGIBLE AND READILY VISIBLE DECAL OR
 PAINTED INSTRUCTIONS TO THE OWNER OR TENANT TO REMOVE
 OR REPOSITION THE STRUCTURE OR PART THEREOF DURING SUCH
 PERIODS OF TIME AS ARE DESIGNATED BY THE U.S. WEATHER
 BUREAU AS BEING A HURRICANE WARNING OR ALERT.
  
 18) AS5.3 CURVED CANOPY SECTION, THESE DETAILS DO NOT
 INDICATE WHAT TYPE OF ROOF SHEATHING WILL BE PLACED ON
 THE CURVED ROOF SECTION. THE STRUCTURAL SHEETS3.1
 DETAILS SAY TO SEE PLAN?
  
 19)SHEET A2.0 INDICATES THAT WALL TYPE# 1 IS AN
 EXISTING WALL? ISN'T THIS A NEW BUILDING/
  
 20) AS0.1 INDICATES IN THE OCCUPANCY LOAD A LOAD OF 39
 WHEREAS G1.0 THE PLANS SHOW A OCCUPANT LOAD OF 41 + AN
 ADDITIONAL 17 ON AN EXTERIOR PATIO ?
  
 21) SITE INFO ESTIMATES THE COST OF $150,000.00, LOW.
  
 22) SHEET G2.0 INDICATES THERE TO BE AN EXISTING PATIO,
 EXISTING RAILING?
  
 23)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.
  
 A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 BUILDING PLAN REVIEW
 JIM WITMER C. B. O.
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
  
  


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