Plan Review Notes
Plan Review Notes For Permit 07030491
Permit Number 07030491
Review Stop B
Sequence Number 2
Notes
Date Text
2007-06-29 10:59:04WALGREENS STORE # 7265
  
 BUILDING PLAN REVIEW
 PERMIT: 07030491
 ADD: 9921 OKEECHOBEE BLVD
 CONT: ROCKWELL DEVELOPMENT
 TEL: (561)278-3100
  
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2006 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 2NDREVIEW
 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) SECOND REQUEST FOR A NOTICE OF COMMENCEMENT,
 RESPONSE INDICATED A NOC WAS SUBMITTED, ONLY DOCUMENT
 SIMILAR IN FORM FOUND WAS A WARRANTY DEED. 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) SECOND REQUEST, IS FOR SOILS REPORT, SUBMITTED IS
 COPIESNOT ORIGINAL SIGNED AND SEALED DOCUMENTS. SHEET
 S5.1 SITE WORK# 2 ALSO REQUIRES A SOILS INVESTIGATIVE
 REPORT BY A LICENSED GEOTECHNICAL ENGINEER.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) COMPLIED.
  
 5) BUILDING PROVISO: 109.3.10* IMPACT OF CONSTRUCTION.
 ALL CONSTRUCTION ACTIVITY REGULATED BY THIS CODE SHALL
 BE PERFORMED IN A MANNER SO AS NOT TO ADVERSELY IMPACT
 THE CONDITION OF ADJACENTPROPERTY, 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 PARCEL 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.
  
 6) BUILDING PROVISO:109.3.10.1 HURRICANE 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.
  
 7-10 COMPLIED.
  
 11) SECOND REQUEST, IT APPEARS THAT THE CONTRACTOR IS
 TRYING TO COMPLY WITH THIS REQUEST FOR PRODUCT
 APPROVALS REQUIRED BY RULE 9B-72, THE CONTRACTOR DID
 SUPPLY THE FLORIDA COVER SHEETS THAT INDICATE TESTING
 WAS COMPLETED AND COMPLIES WITH THE STANDARD. WE ALSO
 NEED THE TEST REPORTS WITH THE TECHNICAL DRAWINGS (NOT
 SHOP DRAWINGS) THAT WERE ALSO SUBMITTED TO THE STATE
 FOR APPROVAL. THE PRODUCT APPROVALS WILL PROVIDE TO
 WHAT PRESSURES THE COMPONENTS WERE TESTED TO, WHAT
 LIMITATIONS ARE IMPOSED, AND THE CALCULATIONS WILL
 DETERMINE TO WHICH CODE THE TEST WAS COMPLETED TO.
 PLEASE SUBMIT THE TEST REPORTS, MOST WILL BE A
 MIAMI-DADE APPROVAL BUT NOT NECESSARILY SO. AS LONG AS
 YOU TAKE THE ATTACHED PDF FILE FROM THE FLORIDA
 WEBSITE!!!! FLORIDABUILDING.ORG.
 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) EXTERIOR HOLLOW METAL SWING DOORS
 B) OVERHEAD COIL DOORS
 C) AUTOMATIC SLIDING DOORS
 D) ROOF HATCHES
 E) WINDOWS- STOREFRONT
 F) WINDOWS- PASS THROUGH
 G) ROOF ASSEMBLIES: FLAT ROOF AND SLOPED TILE ROOF H)
 PRE-MANUFACTURED A/C STANDS
 ***SHEET A4.5 STILL INDICATES SLEEPERS, SEE 1509.7
 & TABLE 1509.7***
 I ) WOOD OR TRUSS TIE DOWN ANCHORS
  
 12) SECOND REQUEST,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.
  
 13) SEMI- COMPLIED, THE CONTRACTOR HAS MEET THIS
 REQUIREMENT BUT NEEDS TO SUPPLY THE BACK UP
 DOCUMENTATION.
  
 14)2ND REQUEST,) THIS ROOF IS MISSING OR NOT IN
 COMPLIANCE WITH THE FOLLOW ITEMS:
  
 ___ CONTRACTOR DID NOT PROVIDE THE MEAN ROOF HEIGHT.
  
 ___ CONTRACTOR DID NOT INDICATE THE ROOF PITCH.
  
 _XX__ CONTRACTOR FAILED TO INDICATE WHICH SYSTEM TO BE
 USED.
  
 _XX__ THE SYSTEM PROVIDED HAS A LOW PRESSURE FOR ZONE
 _2&3__ .
  
 _XX__ 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.
  
 ___THE SYSTEM PROVIDED INDICATES LIMITATION# 9, NO
 ENHANCED FASTENING ALLOWED.
  
 15) COMPLIED.
  
 16) COMPLIED.
  
 17) SHEET A2.4 HAS BEEN REVISED FOR THE CANOPY CEILING
 INSTALLATION TO SHOW THE USE OF WIRE LATH,
 TYPE OF WIRE LATH IS NOT SPECIFIED, PLEASE SEE 2510.3
 INSTALLATION FOR STUCCO REFERS TO ASTM C 1063. ASTM C
 1063 TABLE 3 PROVIDES TYPES OF LATH, THE WEIGHT OF
 LATH, VERTICAL AND HORIZONTAL
 APPLICATIONS AND THE SPACING OF SUPPORTS. THE STANDARD
 ALSO PROVIDES THE LENGTH OF FASTENER REQUIREMENTS
 PLEASE PROVIDE.
  
 18) 2ND REQUEST, THE REQUIREMENT FOR ATTIC VENTILATION
 STILL REMAINS,1203.2 ATTIC SPACES.
 ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE
 CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF
 FRAMING MEMBERS SHALL HAVE CROSS VENTILATION FOR EACH
 SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED
 AGAINST THE ENTRANCE OF RAIN. BLOCKING AND BRIDGING
 SHALL BE ARRANGED SO AS NOT TO INTERFERE WITH THE
 MOVEMENT OF AIR. A MINIMUM OF 1 INCH (25 MM) OF
 AIRSPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND
 THE ROOF SHEATHING. THE NET FREE VENTILATING AREA SHALL
 NOT BE LESS THAN 1 / 150 OF THE AREA OF THE SPACE
 VENTILATED, WITH 50 PERCENT OF THE REQUIRED VENTILATING
 AREA PROVIDED BY VENTILATORS LOCATED IN THE UPPER
 PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET
 (914 MM) ABOVE EAVE OR CORNICE VENTS WITH THE BALANCE
 OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE
 VENTS.
  
 19) SECOND REQUEST, PROVIDE FIRE SPRINKLER PLANS,
 903.2.6 GROUP M.
 AN AUTOMATIC SPRINKLER SYSTEM SHALL BE PROVIDED
 THROUGHOUT BUILDINGS CONTAINING A GROUP M OCCUPANCY
 WHERE ONE OF THE FOLLOWING CONDITIONS EXISTS:
 1.WHERE A GROUP M FIRE AREA EXCEEDS 12,000 SQUARE
 FEET (1115 M 2 ).
 TABLE 503 AND 504.2.
  
 20)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 II
 JIM WITMER C. B. O.
 EL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]


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