Plan Review Notes
Plan Review Notes For Permit 07071039
Permit Number 07071039
Review Stop B
Sequence Number 1
Notes
Date Text
2007-09-08 10:41:15BUILDING PLAN REVIEW
 PERMIT: 07071039
 ADD: 234 SOUTHERN BLVD
 CONT: LEONARD ALBANESE & SONS BUILDERS, INC
 TEL: (561)239-2034
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2006 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 1SRREVIEW
 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) SLATTERY & ASSOCIATES ARCHITECTSPLANNERS,
 61G1-16.004FL. ADMIN. CODE.PLANS PREPARED BY A
 REGISTERED ARCHITECT SHALL
 INCLUDE A TITLE BLOCK WHICH MUST:
 - STATE THE FIRM NAME, ADDRESS AND
 TELEPHONE NUMBER
 - STATE THE FIRM LICENSE NUMBER
 - STATE PROJECT NAME OR IDENTIFICATION -
 STATE DATE PREPARED
 - INCLUDE AN ORIGINAL SIGNATURE AND DATED SEAL
 XX- INCLUDE THE PRINTED NAME OF THE ARCHITECT SEALING
 THE PLANS, NOTE THE
 FLORIDA REGISTRATION NUMBER BY THE RAISED
 SEAL IS THE CERTIFICATE OF
 AUTHORIZATION NUMBER.
  
 4) STRUCTURAL PLANS, THE ENGINEERING FORM SA-TECH
 ENGINEERING, INC. HASN?T INCLUDED THEIR CERTIFICATE OF
 AUTHORIZATION.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.
  
 5) STRUCTURAL SHEETS ARE MISSING INFORMATION IN THE
 TITLE BLOCK:
 SEE FAC 61G15-23.002 (2)A TITLE BLOCK ON EACH SHEET
 CONTAINING THE PRINTED NAME, ADDRESS, AND LICENSE
 NUMBER OF THE ENGINEER OR IF APPLICABLE, THE NAME AND
 LICENSE NUMBER OF THE ENGINEER, AND THE NAME, ADDRESS
 AND CERTIFICATE OF AUTHORIZATION NUMBER OF THE
 ENGINEERING BUSINESS WILL SATISFY THIS REQUIREMENT.
  
 6) A WARRANTY DEED WAS SUBMITTED AS PROOF OF OWNERSHIP,
 IN THIS DOCUMENT IT INDICATES (2) PARCELS PARCEL A &
 PARCEL B. THE PERMIT APPLICATION INDICATES THIS
 BUILDING IS BEING BUILT ON LOT 285 BUT IN LOOKING AT
 THE PROPERTY TAX MAPS IT APPEARS THAT THE STRUCTURE
 TRANSGRESSES THE PROPERTY LINE ON TO LOT 291 ALSO, A
 UNITY OF TITLE WILL BE REQUIRED. THE PROPOSED BUILDING
 STRUCTURE TRANSGRESSES LEGAL BOUNDARY LINES BETWEEN THE
 LOTS WHICH COMBINE TO FORM 'THE SITE'.A 'UNITY OF
 TITLE' SHALL BE RECORDED AT THE COUNTY COURTHOUSE.
 SUBMIT A COPY OF THE RECORDED 'UNITY OF TITLE' DOCUMENT
 SO THAT FBC TABLE 600 BOUNDARY LINE REQUIREMENTS MAY BE
 DEEMED NOT APPLICABLE.
  
 7) 106.1.2* ADDITIONAL INFORMATION IS REQUIRED. THE
 COVER SHEET INDICATES THE OWNERS TO BE LOCKS OF LOVE,
 INC.THE PLANS INDICATE THIS TO BE A BUSINESS
 OCCUPANCY AND THE PLANS ONLY INDICATE THE USE OF THE
 ROOMS AS OFFICES. PLEASE IDENTIFY THE ROOMS WHICH WILL
 BE USING X-RAY EQUIPMENT THIS ASSUMPTION IS MADE
 BECAUSE OF THE CODE CRITERIA FOUND ON A-001 REPORT# 34
 MEDICAL X-RAY AND GAMMA RAY. PLEASE PROVIDE ADDITIONAL
 INFORMATION. MORE COMMENTS MAY APPEAR ON THE NEXT
 REVIEW DEALING WITH THIS ISSUE.
  
 8) A SINGLE SIGNED AND SEALEDGFA INTERNATIONAL
 GEOTECHNICALREPORT WAS SUBMITTED, TWO ORIGINAL SIGNED
 AND SEALED REPORTS ARE REQUIRED.
  
 9)THERE SEEMS TO BE A DISCREPANCY BETWEEN THE PERMIT
 APPLICATION WORK TO BE COMPLETED UNDER THIS BUILDING
 AND THE ENERGY EFFICIENCY CODE ENERGY CALCS.
 THE ENERGY CALCULATIONS ARE STATING THAT THEY ARE FOR A
 SHELL BUILDING ONLY, IS THIS
 THE SCOPE OF WORK FOR THE BUILDING.IS THE PERMIT
 APPLICATION WRONG IN SCOPE OF WORK OR THE ENERGY
 CALCULATIONS?
 10) THE ENERGY CALCULATIONS INDICATE THIS IS TO BE A
 METAL ROOF WHERE AS THE PLANS CALL FOR A SPANISH **S**
 CONCRETE TILE ROOF PLEASE CORRECT.
  
 11) THE ENERGY CALCULATIONS SHOULD ALSO CORRECT THE
 WINDOW SECTION OF HE CALCS, THE PLANS ELEVATIONS ARE
 LABELED BACKWARDSNORTH IS SOUTH AND EAST IS WEST,
 PLEASE CORRECT BOTH THE PLANS AND ENERGY CALCULATIONS.
 DISCREPANCIES.
  
 12) PLEASE ALSO CORRECT THE ENERGY CALCULATIONS AS TO
 TYPE OF INSULATION ENERGY CALCULATIONS INDICATE THE USE
 OF R-19 INSULATION- BATT WHERE AS THE PLAN INDICATES
 THE USE OF ICYNENE BUT NO R FACTOR OR DEPTH IS
 PROVIDED, PLEASE CORRECT BOTH ISSUES. DISCREPANCIES.
  
  
 13) SHEET A-601 WINDOW BUCKS ARE INDICATED AS TAPERED
 BUCKS NOT HAVING SUPPORT BY BOTH FACES OF THE WINDOW
 FRAME.1714.5.4.2 MASONRY, CONCRETE OR OTHER
 STRUCTURAL SUBSTRATE.UNLESS OTHERWISE TESTED, BUCKS
 SHALL EXTEND BEYOND THE INTERIOR FACE OF THE WINDOW OR
 DOOR FRAME SUCH THAT FULL SUPPORT OF THE FRAME IS
 PROVIDED. SHIMS SHALL BE MADE FROM MATERIALS CAPABLE OF
 SUSTAINING APPLICABLE LOADS, LOCATED AND APPLIED IN A
 THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS.
 ANCHORS SHALL BE PROVIDED TO TRANSFER LOAD FROM THE
 WINDOW OR DOOR FRAME TO THE ROUGH OPENING SUBSTRATE.
  
 14) SHEET A-901 DOOR SCHEDULE THIS IS PROBABLY A TYPE-0
 SEE DOOR HEIGHT OF DOOR # 113, 5?-6?.
  
 15) SHEET A-901 ROOM SCHEDULE WALL AROUND THE WATER
 CLOSETS INDICATES THE USE OF GYPSUM WALL BOARD, PLEASE
 SEE: 1210.2 WALLS. SMOOTH, HARD, NONABSORBENT SURFACE,
 TO A HEIGHT OF 4 FEET (1219 MM) ABOVE THE FLOOR, AND
 EXCEPT FOR STRUCTURAL ELEMENTS, THE MATERIALS USED IN
 SUCH WALLS SHALL BE OF A TYPE THAT IS NOT ADVERSELY
 AFFECTED BY MOISTURE.
  
 16) SHEET A-201 ROOM 113 INDICATES A BREAK ROOM WITH
 SINK, THE PLANS DO NOT HAVE ANY ELEVATIONS OF THE
 CABINETRY PLEASE PROVIDE ELEVATIONS COMPLYING WITH:
 SINKS:11-4.24.2 SINKS, HEIGHT. SINKS SHALL BE MOUNTED
 WITH THE COUNTER NO HIGHER THAN 34" ABOVE THE FINISH
 FLOOR.
 11-4.24.3 KNEE CLEARANCE THAT IS AT LEAST 27" HIGH
 30" WIDE, AND 19" DEEP SHALL BE PROVIDED UNDERNEATH
 SINKS.
 11-4.24.5 CLEAR FLOOR SPACE. A CLEAR FLOOR SPACE AT
 LEAST 30 INCHES BY 48 INCHES (760 MM BY 1219 MM)
 COMPLYING WITH SECTION 11-4.2.4 SHALL BE PROVIDED IN
 FRONT OF A SINK TO ALLOW FORWARD APPROACH. THE CLEAR
 FLOOR SPACE SHALL BE ON AN ACCESSIBLE ROUTE AND SHALL
 EXTEND A MAXIMUM OF 19 INCHES (485 MM) UNDERNEATH THE
 SINK.
  
 17) SHEET A-201 IS MISSING ATTIC ACCESS:1209.2 ATTIC
 SPACES.
 AN OPENING NOT LESS THAN 20 INCHES BY 30 INCHES (559 MM
 BY 762 MM) SHALL BE PROVIDED TO ANY ATTIC AREA HAVING A
 CLEAR HEIGHT OF OVER 30 INCHES (762 MM). A 30-INCH (762
 MM) MINIMUM CLEAR HEADROOM IN THE ATTIC SPACE SHALL BE
 PROVIDED AT OR ABOVE THE ACCESS OPENING.
  
 18) SHEET A-01 VERTICAL WALL REINFORCING NOTE # 5
 INDICATES ADDITIONAL # 5?S AS VERTICAL REINFORCING,
 WHERE IS NOTE FOR THE CENTER TO CENTER VERTICAL
 REINFORCING. ACI 530.
  
 19) SHEET S-06 NOTE# 5 MASONRYSUB-NOTE JSECTION
 2122.4THIS IS HIGH VELOCITY HURRICANE, ZONE BROWARD
 AND DADE COUNTIES PLEASE CORRECT.
  
 20) SHEET S-06 STRUCTURAL NOTES 6-E INDICATE ROOF
 SHEATHING TO COMPLY WITH 2322.2 THIS IS HIGH VELOCITY
 HURRICANE, ZONE BROWARD AND DADE COUNTIES PLEASE
 CORRECT.
  
 21) SHEET S-06 NOTE # 9 DELEGATED ENGINEERING
 RESPONSIBILITIES
 NOTE # 9, 2319.17.2.1. AGAIN HIGH WIND HURRICANE ZONE,
 BROWARD AND
 DADE COUNTIES, PLEASE CORRECT.
  
 22) SHEET S-06 NOTE# 12 CONDUITS AND PIPES EMBEDDED IN
 CONCRETE
 NOTE# 5 1925.3,2 THIS IS HIGH VELOCITY HURRICANE,
 ZONE BROWARD AND DADE COUNTIES PLEASE CORRECT.
  
 23) SHEET E1.1 ELECTRIC LIGHT POLE DETAIL PLEASE
 REMEMBER THAT WHEN THE POLE SUPPLIER IS PROVIDING THE
 LIGHT POLETHE DESIGN IS 140 MPH WITH A
 EXPOSURE **C** CATEGORY.
  
 24)FL BLD CODE 1609.1.4: COMPONENTS & CLADDING,
 PLEASE PROVIDE 2 COPIES OF PRODUCT TESTING REPORTS, (3)
 IF PROJECT REQUIRES A THRESHOLD OR SPECIAL INSPECTOR ,
 MISSING REPORTS ARE AS FOLLOWS:
 A) PICTURE WINDOW- REQUIRES FLORIDA COVER SHEET,
 UPDATE TO CURRENT NOA OR
 DIVIDE THE PRESSURES BY 1.33 OLDER NOA BEFORE
 2004 TOOK 1.33 STEEL
 INCREASES IN FASTENERSOR HAVE ENGINEER CERTIFY
 FASTENERS.
 B) STORE FRONT-- REQUIRES FLORIDA COVER SHEET,C)
 GLAZED EXTERIOR DOORS- REQUIRES FLORIDA COVER SHEET,
 UPDATE TO CURRENT NOA OR DIVIDE THE PRESSURES BY 1.33
 OLDER NOA BEFORE 2004 TOOK 1.33
 STEEL INCREASES IN FASTENERSOR HAVE ENGINEER
 CERTIFY FASTENERS
 D) EXTERIOR METAL DOORS- NO REPORT SUBMITTED
 E) TRUSS ANCHORS- NO REPORT SUBMITTED
 F) ROOF ASSEMBLIES:
 TILE : REQUIRES REPORT HIGHLIGHT TYPE OF ATTACHMENT
 TO ROOF
 UNDERLAYMENTS- REQUIRES BACKUP REPORT
  
 25) THIS SUBMITTAL DOESN'T INCORPORATE ANY ROOFING
 PRODUCT APPROVALS, HERE IS A LIST OF COMMON ISSUES THAT
 WILL FAIL A ROOFING REPORT SUBMITTAL:THIS ROOF IS
 MISSING OR NOT INCOMPLIANCE WITH THE FOLLOW
 ITEMS:
 _XX__ CONTRACTOR FAILED TO PROVIDE BACK UP ROOFING
 REPORT DOCUMENTATION
 ___ CONTRACTOR DID NOT PROVIDE THE MEANROOF HEIGHT.
 ___ CONTRACTOR DID NOT INDICATE THE ROOF PITCH. _XX__
 CONTRACTOR FAILED TO INDICATE WHICH SYSTEM OR SUBSYSTEM
 WILL BE USED.
 _XX__ THE SYSTEM PROVIDED HAS A LOW PRESSURE FOR ZONE
 _2__ .
 _XX__ THE SYSTEM PROVIDED STATES LIMITATION# 7, SHOULD
 THE FASTENER RESISTANCE BE LESS THAN THATREQUIRED, AS
 DETERMINED BY THE BUILDING OFFICIAL, A REVISED FASTENER
 SPACING, PREPAREDSIGNEDAND SEALED BY A FLORIDA
 REGISTEREDPROFESSIONAL ENGINEER, REGISTERED
 ARCHITECT OR REGISTERED ROOF CONSULTANT MAY BE
 SUBMITTED.
 ___THE SYSTEM PROVIDED INDICATES LIMITATION# 9, NO
 ENHANCED FASTENING ALLOWED.
  
 26) 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.
  
 27) 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.
  
 28)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.
  
 29) 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
 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 PARCEL SHALL AS A PERMIT CONDITION, PROVIDE
 A
 PROFESSIONALLY PREPARED DRAINAGE PLAN CLEARLY
 INDICATING COMPLIANCE WITH THIS PARAGRAPH. UPON
 COMPLETION OF THE
 IMPROVEMENT, A CERTIFICATION FROM A LICENSED ENGINEER
 SHALL BE SUBMITTED TO THE INSPECTOR IN ORDER TO RECEIVE
 APPROVAL OF THE FINAL INSPECTION.
  
 30) 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.
  
 102.1* WHERE, IN ANY SPECIFIC CASE, DIFFERENT SECTIONS
 OF THIS CODE SPECIFY DIFFERENT MATERIALS, METHODS OF
 CONSTRUCTION OR OTHER REQUIREMENTS, THE MOST
 RESTRICTIVE SHALL GOVERN. WHERE THERE IS A CONFLICT
 BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC
 REQUIREMENT, THE SPECIFIC
 REQUIREMENT SHALL BE APPLICABLE.
  
 BUILDING PLAN REVIEW
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
  
  
  
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]


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