Plan Review Notes
Plan Review Notes For Permit 07060707
Permit Number 07060707
Review Stop B
Sequence Number 1
Notes
Date Text
2007-08-06 21:32:27PEGGY ADAMS ANIMAL
 RESCUE LEAGUE
 3200 N MILITARY TRAIL
 BUILDING PLAN REVIEW
 PERMIT: 07060707
 ADD: 3200 N MILITARY TRAIL
 CONT: ANDERSON MOORE
 TEL: (561)662-1819
  
 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) SHEET G-001 THE CIVIL ENGINEER CIVIL DESIGN, INC. IS
 MISSING 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. ADD THE NUMBER TO
 EACH SHEET.THIS MAY BE ADDED BY HAND.
  
 4) SHEET G-001 THE LANDSCAPE ARCHITECT ALSO IS MISSING
 THEIR CERTIFICATE OF AUTHORIZATION. ) 481.219 F.S.
 CERTIFICATE OF AUTHORIZATION.THE TITLE BLOCK FOR ANY
 SHEET BEARING THE NAME OF AN ARCHITECT PRACTICING UNDER
 A FICTITIOUS NAME, A CORPORATION, OR A PARTNERSHIP,
 OFFERING ARCHITECTURAL SERVICES, SHALL INCLUDE THE
 CERTIFICATE OF AUTHORIZATION NUMBER.ADD THE NUMBER TO
 EACH SHEET. THIS MAY BE ADDED BY HAND.
  
 5) SHEET G-001 SITE BUILDING DATA INDICATES THIS
 PROJECT IS LOCATED IN A **FIRE ZONE**,
 THERE ARE NO LONGER FIRE ZONES IN THE BUILDING CODE.
  
 6) PLEASE PROVIDE ORIGINAL SIGNATURE SOILS REPORTS. FBC
 1802.2.1 QUESTIONABLE SOILS, 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 .
  
 7) FBC* 105.3RESIDENT INSPECTOR. SUBMIT INSPECTOR
 RESUME' AND LICENSE DOCUMENTS TO HAROLD PISKURA,
 DIRECTOR OF THE RESIDENT INSPECTOR PROGRAM.A RESIDENT
 INSPECTORPROGRAM IS REQUIRED, ON THIS PROJECT, DUE TO
 ONE OR MORE OF THE FOLLOWING:
 XX - BUILDINGS/ADDITIONS OF TYPE I OR II CONSTRUCTION -
 ANY MAJOR STRUCTURAL ALTERATIONS
 - STRUCTURES IN WHICH THE CONCRETE DESIGN IS
 BASED ON COMPRESSIVE
 STRENGTH (F'C) IN EXCESS OF 3000 PSI
 - PILE DRIVING
 XX- BUILDINGS OVER 20,000 SQ FT IN AREA( 35,772 SQ
 FT)
 - BUILDINGS OVER 2 STORIES IN HEIGHT
 XX- BUILDING/STRUCTURES OF UNUSUAL DESIGN
 OR METHODS OF CONSTRUCTION
  
 8) THIS PROJECT IS LOCATED IN A A-8FLOOD ZONE WITH
 THE FINISH FLOOR ELEVATION OF 16.5? MINIMUM FINISH
 FLOOR ELEVATION AND ANY MECHANICAL EQUIPMENT ON THE
 EXTERIOR OF THE BUILDING BE ABOVE THIS SAME ELEVATION.
 PROVIDE FLOOD ZONE ELEVATION CERTIFICATE FOR NEW
 CONSTRUCTION BEFORE A CERTIFICATE OF OCCUPANCY WILL BE
 ISSUED.
  
 9) 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.
  
 10) 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.
  
 11) LS-001 THE LIFE SAFETY PLAN FAILS TO IDENTIFYROOM
 TYPES, OCCUPANT LOADS FOR ROOMS,
 OCCUPANT LOADS FOR DOORWAYS. PLEASE SEE TABLE 1004.1&
 1005.1.
  
 10) SHEET C-3.1 THE COVERED ENTRY INDICATES THE DRIVE
 TO BE AT 20.80? WHEREAS THE INTERIOR FINISH FLOOR OF
 THE LOBBY IS 21.00?. PLEASE PROVIDE A SECTION THROUGH
 THIS AREA TO PROVIDE THE FOLLOWING:
 10A) COMPLIANCE WITH 11-4.6.5 VERTICAL CLEARANCE FOR
 PASSENGER LOADING ZONE.
 10B) PROVIDE A CURB DETAIL INDICATING COMPLIANCE WITH
 11-4.6.6 PASSENGER LOADING ZONE.
 10C) DEPENDING ON THE 2? CHANGE IN ELEVATION FROM THE
 PASSENGER LOADING ZONE TO FINISH FLOOR ELEVATIONS CURB
 CUTS 11-4.7.
  
 11) PLEASE SEE A-100 AND A-101 THE MAIN LOBBY (101) &
 SURRENDER LOBBY (180) PROVIDE DETAILS SHOWING
 COMPLIANCE WITH 11-7.2(1) SERVICE COUNTERS WITH
 ELEVATIONS OF 36?.SEE DETAILS ON SHEET A-713 DETAILS
 103-105.
  
 12) COMMENT DELETED.
  
 13)SHEET A-100 & A-103 INDICATES 2 SHOWERS (153 & 155)
 BOTH ARE TO BE HANDICAPPED ACCESSIBLE. SHOW COMPLIANCE
 WITH 11-4.21(1-8).
  
 14) SHEET A-101 DOOR 102B IS MISSING THE 18? ON THE
 PULL SIDE AT LATCH.11-4.13.6 MANEUVERING
 CLEARENCES AT DOORS. MINIMUM MANEUVERING CLEARANCES AT
 DOORS THAT ARE NOT AUTOMATIC OR POWER-ASSISTED SHALL BE
 AS SHOWN IN FIG. 25. THE FLOOR OR GROUND AREA WITH IN
 THE REQUIRED CLEARANCES SHALL BE CLEAR & LEVEL.
  
 15) THE LIFE SAFETY PLAN INDICATES THERE ARE TWO (2)
 AREAS WITH 2HR FIRE RATED WALLS:
 15A)(1) SALLY PORT, SHEET A-100 & A-103 BOTH ARE
 MISSING THE WALL TAGS INDICATING THEY ARE 2HR FIRE
 RATED WALLS. SEE TABLE 303.3.2. BETWEEN S-2 CLOSED
 GARAGE AND BUSINESS OCCUPANCY. PLEASE PROVIDE THE
 EQUIVALENT THICKNESS FOR CONCRETE BLOCK FROM THE
 MANUFACTURER INDICATING THE EQUIVALENT THICKNESS
 721.3.2.
 15A) (2) SALLY PORT THERE APPEARS TO BE 6 VEHICLES IN
 THE GARAGE AND 2 LARGE OBJECTS, NOT CLEAR AS TO WHAT
 THIS IS POSSIBLY STORAGE?
  
  
 15B) THE LIFE SAFETY PLAN ALSO INDICATES AROUND THE
 KENNEL OCCUPANCY WHEREAS NEITHER OF THE SHEETS A-100 OR
 A-101 PROVIDE ANY WALL TAGS INDICATING A 2HR
 SEPARATION. PLEASE PROVIDE THE EQUIVALENT THICKNESS FOR
 CONCRETE BLOCK FROM THE MANUFACTURER INDICATING THE
 EQUIVALENT THICKNESS 721.3.2.
  
 15C) THE LIFE SAFETY SHEET AS WELL AS SHEET A-100 AND
 A-104 DO NOT INDICATE A 2HR FIRE RATING ON THE MASONRY
 WALLTABLE 303.3.2 INDICATES BETWEEN A BUSINESS AND
 R-2 OCCUPANCY WALLS ARE TO BE RATED. THE DOOR SCHEDULE
 ALSO NEEDS CORRECTING IN THIS MANNER , SEE OPENING
 PROTECTIVE. TABLE 715.3
  
 16) SHEET A-100 ROOM 166 INDICATES THIS IS A FREEZER
 BUT THERE IS A PORTION OF THE WALL THAT IS MISSING, IS
 THIS A DOORWAY, NEED MORE INFORMATION. 106.1.2
 ADDITIONAL INFORMATION REQUIRED.
  
 17) ROOM 142 INDICATES THIS IS TO BE USED FOR X-RAYS
 PLEASE PROVIDE COMPLIANCE WITH:
 435.5.1 SHIELDING.
 435.5.2 X-RAY FILM PROCESSING FACILITIES.
  
 18A) SHEET A-105 MEZZANINE # 1THE PLANS INDICATE THIS
 TO HAVE A PULL DOWN STAIRWAY LEADING FROM ROOM 133 OR
 THE TECH AREA. THIS MEZZANINE HAS AN OCCUPANT LOAD OF
 THREE(3).
 505.3 EGRESS WILL ALLOW FOR A SINGLE MEANS OF EGRESS
 BUT THE CODE DOESN?T INDICATE THAT A PULL DOWN STAIRWAY
 MEETS EGRESS REQUIREMENTS. THE SECOND ISSUE WITH THE
 PULL DOWN STAIR IT BLOCKS THE CORRIDOR BELOW.
  
 18B) THE FLOOR HATCH WILL ALSO NEED A GUARD AROUND WHAT
 EVER ACCESS WILL BE CREATED IN THE FLOOR. 1012.2
 HEIGHT. GUARDS SHALL FORM A PROTECTIVE BARRIER NOT LESS
 THAN 42 INCHES
 1012.3 EXCEPTION(2)AT ELEVATED WALKING SURFACES FOR
 ACCESS TO AND USE OF ELECTRICAL, MECHANICAL OR PLUMBING
 SYSTEMS OR EQUIPMENT, GUARDS SHALL HAVE BALUSTERS OR BE
 OF SOLID MATERIALS SUCH THAT A SPHERE WITH A DIAMETER
 OF 21 INCHES (533 MM) CANNOT PASS THROUGH ANY OPENING.
  
  
 19A) SHEET A-105 MEZZANINE # 2 INDICATES THE USE OF A
 VERTICAL SHIPS LADDER. PLEASE SEE MEZZANINE MEANS OF
 EGRESS, THIS MEZZANINE IS LARGER AND AN OCCUPANT LOAD
 OF 8.
 505.3 EGRESS.
 505.3EACH OCCUPANT OF A MEZZANINE SHALL HAVE ACCESS TO
 AT LEAST TWO INDEPENDENT MEANS OF EGRESS WHERE THE
 COMMON PATH OF EGRESS TRAVEL EXCEEDS THE LIMITATIONS OF
 SECTION 1013.3 . WHERE A STAIRWAY PROVIDES A MEANS OF
 EXIT ACCESS FROM A MEZZANINE, THE MAXIMUM TRAVEL
 DISTANCE INCLUDES THE DISTANCE TRAVELED ON THE STAIRWAY
 MEASURED IN THE PLANE OF THE TREAD NOSING.
  
 19B) PLANS INDICATE THE GUARD RAIL TO BE 34? TALL,
 PLEASE SEE. 1012.2 HEIGHT. GUARDS SHALL FORM A
 PROTECTIVE BARRIER NOT LESS THAN 42 INCHES
 1012.3 EXCEPTION(2)AT ELEVATED WALKING SURFACES FOR
 ACCESS TO AND USE OF ELECTRICAL, MECHANICAL OR PLUMBING
 SYSTEMS OR EQUIPMENT, GUARDS SHALL HAVE BALUSTERS OR BE
 OF SOLID MATERIALS SUCH THAT A SPHERE WITH A DIAMETER
 OF 21 INCHES (533 MM) CANNOT PASS THROUGH ANY OPENING.
  
 20) SHEET A-200 IS THE REFLECTED CEILING PLAN, THE PLAN
 IS MISSING EXIT LIGHTS, AND DIRECTIONAL, PLEASE UPDATE
 PLAN SECTION 1006. 1006.1.1
 ILLUMINATION OF MEANS OF EGRESS SHALL BE PROVIDED IN
 ACCORDANCE WITH THIS SECTION FOR EVERY BUILDING AND
 STRUCTURE. FOR THE PURPOSES OF THIS REQUIREMENT, EXIT
 ACCESS SHALL INCLUDE ONLY DESIGNATED STAIRS, AISLES,
 CORRIDORS, RAMPS, ESCALATORS AND PASSAGEWAYS LEADING TO
 AN EXIT. FOR THE PURPOSES OF THIS REQUIREMENT, EXIT
 DISCHARGE SHALL INCLUDE ONLY DESIGNATED STAIRS, AISLES,
 CORRIDORS, RAMPS, ESCALATORS, WALKWAYS AND EXIT
 PASSAGEWAYS LEADING TO A PUBLIC WAY.
  
 21) SHEET A-300 ROOF DRAINAGE:
 21A) THE GARAGE ROOF INDICATES THAT THERE WILL BE
 THROUGH THE WALL SCUPPERS AND COLLECTORS AND DOWN
 SPOUTS (R15) THE SAME MARKINGS ARE USED FOR THE
 EMERGENCY OVERFLOW SCUPPERS. THE EMERGENCY OVERFLOW
 SCUPPERS ARE NOT TO BE AT THE SAME HEIGHT AS THE
 SCUPPERS.
 1503.4.3 OVERFLOW SCUPPERS.
 WHEN OTHER MEANS OF DRAINAGE OF OVERFLOW WATER IS NOT
 PROVIDED, OVERFLOW SCUPPERS SHALL BE PLACED IN WALLS OR
 PARAPETS NOT LESS THAN 2 INCHES (51 MM) NOR MORE THAN 4
 INCHES (102 MM) ABOVE THE FINISHED ROOF COVERING AND
 SHALL BE LOCATED AS CLOSE AS PRACTICAL TO REQUIRED
 VERTICAL LEADERS OR DOWNSPOUTS OR WALL AND PARAPET
 SCUPPERS. AN OVERFLOW SCUPPER SHALL BE SIZED IN
 ACCORDANCE WITH THE FLORIDA BUILDING CODE, PLUMBING.
  
 21B) PLEASE PROVIDE A DETAIL INDICATING THE FOLLOWING:
 1503.6 PROTECTION AGAINST DECAY AND TERMITES.
 CONDENSATE LINES AND ROOF DOWNSPOUTS SHALL DISCHARGE AT
 LEAST 1 FOOT (305 MM) AWAY FROM THE STRUCTURE SIDEWALL,
 WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR
 SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON
 ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 MM)
 HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON
 A ROOF ABOVE ANOTHER ROOF.
  
 21C) SHEET A-300 INDICATES R9 & R11 EMERGENCY OVERFLOWS
 BUT THE WIDTH IS NOT PROVIDED, AN OVERFLOW SCUPPER
 SHALL BE SIZED IN ACCORDANCE WITH THE FLORIDA BUILDING
 CODE, PLUMBING. 1503.4.3.PLEASE PROVIDE SIZES OF THE
 OVERFLOW SCUPPERS.
  
 22)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.
  
 23) 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.
  
 24) 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 AREREQUIRED 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.
  
 25) 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 FRAME, STOREFRONT WINDOWS
 B) HORIZONTAL OR PASS THRU WINDOWS
 C) MULLIONS HORIZONTAL OR VERTICAL
 D) LOUVERS
 E) GLAZED DOORS
 F) HOLLOW EXTERIOR METAL DOORS SINGLE AND PAIRS
 G) OVERHEAD DOORS
 H) SKYLIGHTS
 I) ROOFING ASSEMBLIES FLAT ROOFS BUILT UP OR MODIFIED,
 TILE ROOF AND UNDERLAYMENTS
 K) PRE-ENGINEERED A/C STANDS
  
 26) THESE ARE THE MOST OFTEN REASONS FOR ROOFING REPORT
 FAILURES, THIS ROOF IS MISSING OR NOT INCOMPLIANCE
 WITH THE FOLLOW ITEMS:
  
 ___ CONTRACTOR DID NOT PROVIDE THE MEAN ROOF HEIGHT.
  
 ___ CONTRACTOR DID NOT INDICATE THE ROOF PITCH.
  
 ___ CONTRACTOR FAILED TO INDICATE WHICH SUB-SYSTEM TO
 BE INSTALLED.
  
 ___ THE SYSTEM PROVIDED HAS A LOWPRESSURE FOR ZONE
 ___ .
  
 ___ 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.
  
 27) 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 II
 JIM WITMER C. B. O.
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved