Plan Review Notes
Plan Review Notes For Permit 07050950
Permit Number 07050950
Review Stop B
Sequence Number 3
Notes
Date Text
2008-02-05 11:15:59433 NORTHWOOD RD,
 LOT 29/ 07050950
 FEB.05,2008
  
 BUILDING PLAN REVIEW
 PERMIT: 07050950
 ADD: 433 NORTHWOOD RD
 CONT: KDN CONSTRUCTION SERVICES, LLC
 TEL: (561)662-1002
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2006 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 2ND 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. 713.13 NOTICE OF COMMENCEMENT, TO BE FILED
 WITH THE CLERK OF THE COURT. NOTE: 713.13(2) IF THE
 WORK DESCRIBED IN THE NOTICE OF COMMENCEMENT 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 FL
 CONSTRUCTION SITE BEFORE THE FIRST INSPECTION.
  
 3) IT APPEARS THERE ARE TWO PERMIT APPLICATIONS ( 433
 NORTHWOOD LOT 29 PERMIT # 07050950 & 435 NORTHWOOD LOT
 28 PERMIT 07050947) . PLEASE REVIEW YOUR PERMIT
 APPLICATION FOR THIS JOB:
 A) UNDER THE PERMIT NUMBER 07050950 WE USE THE PCN TO
 IDENTIFY THE LOT AND ADDRESS. THIS PERMIT APPLICATION
 INDICATES WORK UNDER THIS PERMIT IS TO TAKE PLACE ON
 LOT 29 WHICH IS 433 NORTHWOOD. THE PERMIT APPLICATION
 INDICATES WORK TO BE COMPLETED UNDER ADDRESS 433 & 435,
 ONLY WORK ON ONE LOT CAN BE COVERED UNDER THIS PERMIT
 FOR LOT 29.
 B) IF THE IDEA OF ADJOINING THE LOTS 28 & 29 INTO ONE
 LOT AND WORK TO BE COMPLETED UNDER A SINGLE PERMIT AND
 A SINGLE ADDRESS , THIS CAN BE ACCOMPLISHED BY A UNITY
 OF TITLE. THERE MAY BE OTHER ISSUES THAT MAY ARISE, (2)
 ELECTRIC RISERS AND METERS ON A SINGLE BUILDING, MAY BE
 A ISSUE?
 C) THE SHEET# 1 DOES NOT CORRELATE WITH THE PERMIT
 APPLICATION, THE PERMIT APPLICATION INDICATES LOT# 29
 WHERE AS THE PLANS INDICATE SHEET # 1, LOT# 28.
 106.1.2, ADDITIONAL INFORMATION REQUIRED.
  
 4) 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.
 PLEASE PROVIDE ADDITIONAL INFORMATION. 106.1.2, 110.2*
 W. P. B. ADMINISTRATIVE CODE, INFORMATION THAT IS
 REQUIRED FOR RECORD KEEPING & FOR CERTIFICATE OF
 OCCUPANCY:
 A) THE EDITION OF THE CODE UNDER WHICH THE PROJECT WAS
 DESIGNED.
 2004 FBC BUILDING W/ 2006 AMENDMENTS
 2004 EXISTING BUILDING CODE WITH? 2006 AMENDMENTS
 LIST TO WHAT LEVEL OF ALTERATIONS WILL BE COMPLETED
 UNDER THIS PERMIT?
 EXISTING BUILDING CODE : CHAPTER 8 CHANGE OF OCCUPANCY
 : CHAPTER 9 ADDITIONS
 B) THE USE AND OCCUPANCY, IN ACCORDANCE WITH THE
 PROVISIONS OF CHAPTER 3.
 C) THE TYPE OF CONSTRUCTION AS DEFINED IN TABLE 503 &
 CHAPTER 6, TABLE 601.
 D) THE OCCUPANT LOAD, SEE 1004.
 E) IF AN AUTOMATIC SPRINKLER SYSTEM IS PROVIDED.
 F) WHETHER THE SPRINKLER SYSTEM IS REQUIRED.
 G) ANY SPECIAL STIPULATIONS & CONDITIONS OF THE
 BUILDING PERMIT.
 H) TOTAL SQ FT UNDER ROOF
  
 5) NOTE INFORMATIONAL, 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
 CERTIFICATE FROM A LICENSED ENGINEER SHALL BE SUBMITTED
 TO THE INSPECTOR IN ORDER TO RECEIVE APPROVAL OF THE
 FINAL INSPECTION.
  
 6) NOTE INFORMATIONAL, 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)PLEASE PROVIDE THE WALL RATING BETWEEN LOTS 28 & 29.
 SHEETS 2 & 3 INDICATES TWO SEPARATE UNITS LOT 28 & 29,
 WITH A COMMON WALL. THIS IS A SHARED BEARING WALL OR
 FIRE WALL BETWEEN TWO LOTS OR PROPERTIES REQUIRING
 RATINGS OF WALL AND ROOF DECKING . 705.1 WHERE A FIRE
 WALL ALSO SEPARATES GROUPS THAT ARE REQUIRED TO BE
 SEPARATED BY A FIRE BARRIER WALL, THE MOST RESTRICTIVE
 REQUIREMENTS OF EACH SEPARATION SHALL APPLY. FIRE WALLS
 LOCATED ON LOT LINES SHALL ALSO COMPLY WITH SECTION
 503.2 . SUCH FIRE WALLS (PARTY WALLS) SHALL PROVIDE A
 4-HOUR FIRE-RESISTANCE RATING AND SHALL BE CONSTRUCTED
 WITHOUT OPENINGS.
  
 8)FIRE WALLS OR PARTY WALLS, 705.5 HORIZONTAL
 CONTINUITY.
 FIRE WALLS SHALL BE CONTINUOUS FROM EXTERIOR WALL TO
 EXTERIOR WALL AND SHALL EXTEND AT LEAST 18 INCHES (457
 MM) BEYOND THE EXTERIOR SURFACE OF EXTERIOR WALLS.
 EXCEPTIONS:
 1. FIRE WALLS SHALL BE PERMITTED TO TERMINATE AT THE
 INTERIOR SURFACE OF COMBUSTIBLE EXTERIOR SHEATHING OR
 SIDING PROVIDED THE EXTERIOR WALL HAS A FIRE-RESISTANCE
 RATING OF AT LEAST 1 HOUR FOR A HORIZONTAL DISTANCE OF
 AT LEAST 4 FEET (1220 MM) ON BOTH SIDES OF THE FIRE
 WALL . OPENINGS WITHIN SUCH EXTERIOR WALLS SHALL BE
 PROTECTED BY FIRE ASSEMBLIES HAVING A FIRE PROTECTION
 RATING OF NOT LESS THAN ? HOUR.
 2. FIRE WALLS SHALL BE PERMITTED TO TERMINATE AT THE
 INTERIOR SURFACE OF NONCOMBUSTIBLE EXTERIOR SHEATHING,
 EXTERIOR SIDING OR OTHER NONCOMBUSTIBLE EXTERIOR
 FINISHES PROVIDED THE SHEATHING, SIDING, OR OTHER
 EXTERIOR NONCOMBUSTIBLE FINISH EXTENDS A HORIZONTAL
 DISTANCE OF AT LEAST 4 FEET (1220 MM) ON BOTH SIDES OF
 THE FIREWALL.
 3. FIRE WALLS SHALL BE PERMITTED TO TERMINATE AT THE
 INTERIOR SURFACE OF NONCOMBUSTIBLE EXTERIOR SHEATHING
 WHERE THE BUILDING ON EACH SIDE OF THE FIRE WALL IS
 PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN
 ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2 .
  
 9) IF THE OWNER ELECTS TO COMBINE THE TWO LOTS INTO ONE
 WITH A UNITY OF TITLE THE FIRE WALL WILL NOT BE
 REQUIRED, BUT HIS WOULD BECOME A STIPULATION THAT WOULD
 OCCUR ON THE PROPERTY CONTROL NUMBER, THAT THERE COULD
 NOT BE A LOT SPLIT WITHOUT THE REQUIRED FIRE RATINGS
 FOR A FIRE WALL IN PLACE ALREADY! SEE (4G).
  
 10) THE PERMIT APPLICATION INDICATES ALTERATIONS AND A
 ADDITION WHERE AS THE PLANS SHEET 1 UNDER SCOPE OF WORK
 INDICATES THIS TO BE A SHELL PERMIT ONLY. PLEASE NOTE
 THERE ARE NO PLANS FOR FUTURE PLUMBING OR EXISTING
 PLUMBING ( WASTE) FOR A FUTURE RESTROOMS? 106.1.2.
  
 11) THE SITE PLAN DOESN?T INDICATE THE HANDICAPPED
 PARKING WITH AN ACCESSIBLE AISLE, WALKWAY TO THE
 ENTRANCE OF THE UNIT. PLEASE PROVIDE THE DETAILS.
 11-4.6.3 PARKING SPACES. PARKING ACCESS AISLES MUST BE
 NO LESS THAN 5 FEET (1524 MM) WIDE AND MUST BE PART OF
 AN ACCESSIBLE ROUTE TO THE BUILDING OR FACILITY
 ENTRANCE. TWO ACCESSIBLE SPACES MAY SHARE A COMMON
 ACCESS AISLE [SEE FIGURE 9 (A)]. THE ACCESS AISLE SHALL
 BE STRIPED DIAGONALLY TO DESIGNATE IT AS A NO-PARKING
 ZONE. CURB RAMPS MUST BE LOCATED OUTSIDE OF THE
 DISABLED PARKING SPACES AND ACCESS AISLES.
  
  
 12) 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.
  
 13) SHEET# 4, THE NEW FA?ADE BRACING IS INDICATED TO BE
 ANCHORED WITH LAG BOLTS THROUGH 2X8 INTO THE ROOF
 FRAMING MEMBERS, BUT THE PLANS DO NOT INDICATE HOW THIS
 AREA WILL BE MAINTAINED AS A WATER TIGHT ROOFING
 SYSTEM. 1503.1.
  
 14) 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) FIXED WINDOWS- STOREFRONT GLASS
 B) GLAZED SWING DOORS
 C) HOLLOW CORE METAL DOORS (PAIR)
 D) MULLIONS
 E) TRUSS ANCHOR STRAPS AND CONNECTIONS
 F) STORM SHUTTERS
 G) PRE-ENGINEERED A/C STANDS
 H) ROOFING ASSEMBLIES
  
 15) 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.
 WW.FLORIDABUILDING.ORG
  
 16) ) 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.
  
 17) THE MIAMI-DADE PRODUCT APPROVAL REPORTS THAT WERE
 TESTED BEFORE 2004 FBC WILL NEED TO BE REVIEWED BY AN
 ENGINEER TO SEE IF REDUCTIONS NEED TO BE TAKEN. 2004
 FBC 1605.3.1.1 DO NOT ALLOW FOR THE 1/3RD INCREASES
 THAT HAD BEEN TAKEN WHEN THE PRODUCTS WERE TESTED .THE
 PRODUCTS MAY REQUIRE ADDITIONAL FASTENERS. SEE
 CALCULATIONS LISTED UNDER SUB HEADING# 3 ON THE PRODUCT
 APPROVALS, IF THE 2004 CODE IS NOT REFERENCED AN
 ENGINEER WILL NEED TO VERIFY LOADING OF FASTENERS!!!!
 1605.3.1.1 LOAD REDUCTION.
 1. IT IS PERMITTED TO MULTIPLY THE COMBINED EFFECT OF
 TWO OR MORE VARIABLE LOADS BY 0.75 AND ADD THE EFFECT
 OF DEAD LOAD. THE COMBINED LOAD USED IN DESIGN SHALL
 NOT BE LESS THAN THE SUM OF THE EFFECT OF DEAD LOAD AND
 ANY OF THE VARIABLE LOADS.
 2. INCREASES IN ALLOWABLE STRESS SPECIFIED IN THE
 MATERIALS, SECTIONS OF THIS CODE OR A REFERENCED
 STANDARD SHALL NOT BE PERMITTED TO BE USED WITH LOAD
 COMBINATIONS OF SECTIONS 1605.3.1 . DURATION OF LOAD
 INCREASE SHALL BE PERMITTED IN ACCORDANCE WITH CHAPTER
 23 .
  
 18) PROVIDE STORM PANEL INFORMATION WITH INSTALLATION
 SCHEDULE AND KEY PLAN WITH
 SPECIFIC ANCHORS AND MOUNTING TO BE USED FOR ALL
 NON-IMPACT GLAZING. FBC 1606.1.4.
  
 19) FL BLD CODE 2001 SECTION 103.6, 1606.1.4, 1707.4 &
 3401.7.2.4. PROCEDURES: 1(B) A COMPLETE INSTALLATION
 SCHEDULE SUMMARIZING & IDENTIFYING
 OPENING SIZES, STORY HEIGHTS, UNIT MARK NUMBERS, UNIT
 SPANS/WIDTHS, UNIT STORM BAR REINFORCING REQUIREMENTS,
 WALL PRESSURE ZONES, SLAT TYPES, ETC., SHALL BE
 SUBMITTED AT TIME OF PERMIT APPLICATION TO FACILITATE
 PLAN REVIEW AND PERMIT ISSUANCE.
 104.6*/ 1609.1.4/ 1714.5 STANDARDS FOR WIND-BORNE
 DEBRIS IMPACT PROTECTION
 QUESTION# 13 RECOGNIZING SUCH CONCERNS AS ABSENTEE
 OWNERS, OR CASES WHERE LONGER TIME & EFFORT IS
 NECESSARY TO SECURE SHUTTERS ON LARGE OR MULTI-STORY
 BUILDINGS, WHAT MEASURES ARE BEING RECOMMENDED OR
 IMPLEMENTED TO ENSURE THAT COMPLETE INSTALLATION OR
 SECURING IS DONE SUFFICIENTLY IN ADVANCE OF THE
 HURRICANE?
  
 IN MATTERS CONCERNING PUBLIC SAFETY, HEALTH, AND THE
 GENERAL WELFARE NOT SPECIFICALLY ADDRESSED IN THE CODE,
 SECTION 104.6 OF THE FLORIDA BUILDING CODE, BUILDING,
 CHAPTER 1,
 ADMINISTRATIVE CODE2004 EDITION AS AMENDED BY THE CITY
 OF WEST PALM BEACH, PROVDES THE ABILITY FOR THE
 BUILDING OFFICIAL TO IMPLEMENT REQUIREMENTS FOR
 ENSURING STABILITY, STRENGTH, AND THE PROPER OPERATION
 OF EXISTING BUILDINGS.
  
 IN ORDER TO ASSURE THE SECURING OF SHUTTERS ON LARGE OR
 MULTI-STORY BUILDINGS, OR MULTIPLE BUILDINGS ON THE
 SAME PROPERTY, PRE-STORM PREPARATION PLANS MUST BE
 SUBMITTED BY THE PROPERTY OWNERS OR MANAGING AGENTS FOR
 REVIEW BY THE CONSTRUCTION SRVICES DEPARTMENT. ANY SUCH
 PLAN SHALL INCLUDE, AT A MINIMUM, ON SITE LOCATION OF
 THE SHUTTERS, PARTY RESPONSIBLE FOR SECURING THE
 SHUTTERS ( SAID PARTY MUST BE LOCATED WITHIN PALM BEACH
 COUNTY), TOTAL NUMBER OF OPENINGS TO BE PROTECTED AND
 THE TOTAL TIME REQUIRED TO SECURE ALL OPENINGS.
 PROTECTION OF OPENINGS SHALL BE ACCOMPLISHED WITHIN
 TWELVE (12) HOURS OR LESS OF THE
 OFFICIAL NOTIFICATION BY THE NATIONAL WEATHER SERVICES
 OF A HURRICANE WATCH.
  
 PROVISIONS IN THE BUILDING CODES (AND THIS STANDARD)
 ARE NOT INTENDED TO PROHIBIT THE USE OF ALTERNATE
 MATERIALS AND METHODS, AND THE BUILDING OFFICIAL TO
 REVIEW AND APPROVE ANY ALTERNATE DEEMED EQUIVALENT IN
 QUALITY, STRENGTH, EFFECTIVENESS, FIRE RESISTANCE,
 DURABILITY AND SAFETY PRESCRIBED BY THIS CODE. BASED
 UPON THIS CODE PROVISION, ACCEPTANCE OF ALTERNATE
 MATERIALS AND METHODS MAY BE APPROVED ON A CASE-BY-CASE
 BASIS AND SHALL REQUIRE SUFFICIENT EVIDENCE OR PROOF TO
 SUBSTANTIATE ANY CLAIM MADE REGARDING THE ALTERNATE.
  
 20) THIS ROOF IS MISSING OR NOT IN COMPLIANCE WITH THE
 FOLLOW ITEMS:
 _XXX__ CONTRACTOR / ENGINEER DID NOT INDICATE THE ROOF
 PITCH.
  
 _XXX__ CONTRACTOR FAILED TO INDICATE WHICH SYSTEM TO BE
 USED.
  
 _XXX__ THE SYSTEM PROVIDED HAS A LOW PRESSURE FOR ZONE
 _2&3__ .
  
  
 _XXX__ 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.
  
 __XXX_ NOT KNOWN- THE SYSTEM PROVIDED INDICATES
 LIMITATION# 9, NO ENHANCED
 FASTENING ALLOWED.
  
 21) PLANS ALSO FAIL TO PROVIDE ENERGY CALCULATIONS.
  
 22) 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.
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
  


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