| Date |
Text |
| 2006-04-25 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 06010576 |
| | ADD: 7300 OKEECHOBEE BLVD. |
| | CONT: ANDERSON- MOORE CONSTRUCTION |
| | TEL: (561)662-1819 |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | 1) 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 SPECIFICA TION 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 BEFORE A |
| | PERMIT WILL BE ISSUED. 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. |
| | |
| | 3) PERMIT APPLICATION INDICATES PEOPERTY |
| | AS 7300 OKEECHOBEE BLVD WHEREAS CIVIL |
| | SHEETS INDICATE A PRIVATE NAMED ROAD |
| | WAKEVIA WAY PROPERTY SHOULD HAVE AN |
| | ADDRESS OFF OF WAKEVIA WAY. SEE |
| | ADDRESSING TECHNITION LILI URSA FOR |
| | NEWLY ASSIGNED ADDRESS. (561)805-6731. |
| | |
| | 4)PROVIDE 3 SOILS REPORTS SIGNED AND |
| | SEALED.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 . |
| | |
| | 5) FBC* 105.3RESIDENT INSPECTOR. |
| | SUBMIT INSPECTOR RESUME' AND LICENSE |
| | DOCUMENTS TO HAROLD PISKURA, DIRECTOR OF |
| | THE RESIDENT INSPECTOR PROGRAM.A |
| | RESIDENT INSPECTOR PROGRAM IS REQUIRED, |
| | ON THIS PROJECT, DUE TO ONE OR MORE OF |
| | THE FOLLOWING: |
| | - 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 |
| | - BUILDINGS OVER 20,000 SQFT IN AREA |
| | - BUILDINGS OVER 2 STORIES IN HEIGHT |
| | - BUILDING/STRUCTURES OF UNUSUAL DESIGN |
| | OR METHODS OF CONSTRUCTION |
| | |
| | 6)13-101.1.6 SHELL BUILDINGS. |
| | NONRESIDENTIAL BUILDINGS THAT ARE |
| | PERMITTED PRIOR TO DESIGN COMPLETION OR |
| | WHICH WILL BE FINISHED IN SECTIONS AT A |
| | TIME AFTER CONSTRUCTION OF THE SHELL |
| | SHALL COMPLY WITH EITHER METHOD B OR C |
| | OF SUBCHAPTER 13-4 OF THE CODE PRIOR TO |
| | GRANTING OF A PERMIT TO BUILD. ALL |
| | ASSUMPTIONS MADE ABOUT FEATURES NOT |
| | INSTALLED UNTIL LATER THAT ARE NOT ON |
| | THE BUILDING PLANS SHALL BE LISTED AND |
| | APPENDED TO THE COMPLIANCE FORM |
| | SUBMITTED TO THE BUILDING DEPARTMENT. |
| | UNLESS THE BUILDING IS COMPLETED AS PER |
| | ALL ASSUMPTIONS MADE IN THE ORIGINAL |
| | CODE COMPLIANCE SUBMITTAL, A REVISED |
| | CODE SUBMITTAL(S) USING METHODS A, B OR |
| | C SHALL BE SUBMITTED WHEN COMPLETION OF |
| | THE BUILDING (OR PART OF THE BUILDING) |
| | IS PERMITTED. |
| | |
| | 7) 109.3.10* IMPACT OF CONSTRUCTION. ALL |
| | CONSTRUCTION ACTIVITY REGULATED BY THIS |
| | CODE SHALL BE PERMORMED IN A MANNER SO |
| | AS NOT TO ADVERSLY 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 HISTORICSURFACE WATER |
| | DRAINAGE FLOWS SERVING ADJACENT |
| | PROPERTIES, & MAY REQUIRE SPECIAL |
| | DRAINAGE DESIGNCOMPLYING WITH |
| | ENGINEERING STANDARDS TO PRESERVE THE |
| | POSITIVE PATTERNS OF THE AFFECTED |
| | SITES.ACCORDINGLY, DEVELOPERS, |
| | CONTRACTORS, AND OWNERS OF ALL NEW |
| | RESIDENTIAL DEVELOPMENET, 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 PROFESSIONALY |
| | 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. |
| | |
| | 8) 109.3.10.1 HURICANE PROTECTION. |
| | IT SHALL BE UNLAWFUL FOR ANY PERSON TO |
| | ALLOW CONSTRUCTION RELATED MATERIALS |
| | EQUIPMENET 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 |
| | HIGHWINDS. |
| | 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. |
| | |
| | 9) 110.2* W. P. B. ADMINISTRATIVE CODE, |
| | INFORMATION THAT IS REQUIRED FOR RECORD |
| | KEEPING & FOR CERTIFICATE OF OCCUPANCY: |
| | A) THE EDITION OFTHE CODE UNDER WHICH |
| | THE PERMIT WAS ISSUED. |
| | B) THE USE AND OCCUPANCY, IN ACCORDANCE |
| | WITH THE PROVISIONS OF CHAPTER 3. |
| | C) THE TYPE OF CONSTRUCTION AS DEFINED |
| | IN CHAPTER 6, TABLE 601. |
| | D) THE DESIGN OCCUPANT LOAD, SEE 1004. |
| | E) IF AN AUTOMATIC SPRINKLER SYSTEM IS |
| | PROVIDED, WHETHER THE SPRINKLER SYSTEM |
| | IS REQUIRED. |
| | F) ANY SPECIAL STIPULATIONS & CONDITIONS |
| | OF THE BUILDING PERMIT. |
| | G) NUMBER OF FLOORS |
| | H) SQ. FT. FOOTPRINT |
| | I) SQ. FT. UNDER ROOF (TOTAL) |
| | J) OCCUPANT LOAD |
| | K) FLOOD ZONE |
| | L) FLOOD ELEVATION |
| | M)L.O.M.R.LETTER OF MAP REVISION |
| | |
| | 10) 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. |
| | |
| | 11) 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. |
| | |
| | 12) 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 APPLICA- |
| | TION FOR LOCAL PRODUCT APPROVAL OR SITE |
| | SPECIFIC FORM PER RULE 9B-72. SEE |
| | ATTACHMENT. WWW.FLORIDABUILDING.ORG |
| | |
| | 13) SHEET 1.1 CODE SUMMARY INDICATES THE |
| | DESIGNER HAS DECLARED THIS A TYPE VB/ |
| | BUSINESS, BUILDING WITH AREA AND HEIGHT |
| | MODIFICATIONS. PLEASE PROVIDE THE |
| | CALCULATIONS FOR FRONTAGE INCREASE 506.2 |
| | AND AREA MODICATIONS 506.1 AND 506.3 |
| | AUTOMATIC SPRINKLER SYSTEM INCREASE. |
| | |
| | 14) PLEASE PROVIDE SITE PLAN WITH THE |
| | ACCCESSIBLE ROUTE TO THE PUBLIC WAY. |
| | 11-4.1.2; |
| | (1) AT LEAST ONE ACCESSIBLE ROUTE |
| | COMPLYING WITH SECTION 11-4.3 SHALL BE |
| | PROVIDED WITHIN THE BOUNDARY OF THE SITE |
| | FROM PUBLIC TRANSPORTATION STOPS, |
| | ACCESSIBLE PARKING SPACES, PASSENGER |
| | LOADING ZONES IF PROVIDED, AND PUBLIC |
| | STREETS OR SIDEWALKS, TO AN ACCESSIBLE |
| | BUILDING ENTRANCE. |
| | (2) AT LEAST ONE ACCESSIBLE ROUTE |
| | COMPLYING WITH SECTION 11-4.3 SHALL |
| | CONNECT ACCESSIBLE BUILDINGS, ACCESSIBLE |
| | FACILITIES, ACCESSIBLE ELEMENTS, AND |
| | ACCESSIBLE SPACES THAT ARE ON THE SAME |
| | SITE. |
| | |
| | 15) THE PLANS DO NOT CLEARLY INDICATE |
| | THE ELEVATION CHANGES ON THE PASSENGER |
| | LOADING ZONE LOCATED ON THE WEST END OF |
| | THE BUILDING. CIVIL PLANS INDICATE ON |
| | THE WEST SIDE OF THE PORTICO A ELEVATION |
| | OF 17'-71/2" WHERE AS THE PLAN INDICATES |
| | THE INTERIOR FINISH FLOOR OF 18'-6" THIS |
| | IS A CHANGE OF 101/2".PLEASE PROVIDE |
| | SAME INFORMATION ON CHANGE IN GRADE FOR |
| | THE EAST ENTRY. PLEASE PROVIDE A |
| | SECTION THROUGH THE PASSENGER LOADING |
| | ZONE.11-4.6.6 PASSENGER LOADING ZONES. |
| | |
| | PASSENGER LOADING ZONES SHALL PROVIDE AN |
| | ACCESS AISLE AT LEAST 60 INCHES (1525 |
| | MM) WIDE AND 20 FEET (6096 MM) LONG |
| | ADJACENT AND PARALLEL TO THE VEHICLE |
| | PULL-UP SPACE (SEE FIGURE 11-10 ). IF |
| | THERE ARE CURBS BETWEEN THE ACCESS AISLE |
| | AND THE VEHICLE PULL-UP SPACE, THEN A |
| | CURB RAMP COMPLYING WITH SECTION 11-4.7 |
| | SHALL BE PROVIDED. VEHICLE STANDING |
| | SPACES AND ACCESS AISLES SHALL BE LEVEL |
| | WITH SURFACE SLOPES NOT EXCEEDING 1:50 |
| | (2 PERCENT) IN ALL DIRECTIONS. |
| | |
| | 16) SHEET 3.1 SECTIONS 3/ 6.1, DETAIL |
| | 1/8.3 & DETAIL 1/ 8.4 STAIR SECTIONS DO |
| | NOT PROVIDE GUARD INFORMATION COMPLYING |
| | WITH:11-4.4.2 HEAD ROOM. WALKS, |
| | HALLS, CORRIDORS, PASSAGEWAYS, AILES OR |
| | OTHER CIRCULATION SPACES SHALL HAVE 80 |
| | INCHES MINIMUM CLEAR HEAD ROOM (SEE |
| | FIGURE 8(A)). IF VERTICAL CLEARENCE OF |
| | AN AREA ADJOINING AN ACCESSIBLE ROUTE IS |
| | REDUCED TO LESS THAN 80 IN. (NOMINAL |
| | DIMENSION), A BARRIER TO WARN BLIND OR |
| | VISUALLY- IMPARED PERSONS SHALL BE |
| | PROVIDED. (SEE FIGURE 8(C-1)). |
| | |
| | 17A) SHEET 10.1 DOOR SCHEDULE EXIT SHAFT |
| | ENCLOSURE DOORS TO BE 45 MINUTE RATED |
| | NOT 20 MIN AS CORRIDOR DOORS ARE. |
| | |
| | 7.3.1 SHAFT ENCLOSURES. |
| | THE FIRE-RESISTANCE RATING OF THE FIRE |
| | BARRIER SEPARATING BUILDING AREAS FROM A |
| | SHAFT SHALL COMPLY WITH SECTION 707.4 . |
| | |
| | 707.4 |
| | SHAFT ENCLOSURES SHALL HAVE A |
| | FIRE-RESISTANCE RATING OF NOT LESS THAN |
| | 2 HOURS WHERE CONNECTING FOUR STORIES OR |
| | MORE AND NOT LESS THAN1 HOUR WHERE |
| | CONNECTING LESS THAN FOUR STORIES. THE |
| | NUMBER OF STORIES CONNECTED BY THE SHAFT |
| | ENCLOSURE SHALL INCLUDE ANY BASEMENTS |
| | BUT NOT ANY MEZZANINES. SHAFT ENCLOSURES |
| | SHALL BE CONSTRUCTED AS FIRE BARRIERS IN |
| | ACCORDANCE WITH SECTION 706 . SHAFT |
| | ENCLOSURES SHALL HAVE A FIRE-RESISTANCE |
| | RATING NOT LESS THAN THE FLOOR ASSEMBLY |
| | PENETRATED, BUT NEED NOT EXCEED 2 HOURS. |
| | |
| | |
| | 706.3.2 EXIT ENCLOSURES. |
| | THE FIRE-RESISTANCE RATING OF THE FIRE |
| | BARRIER SEPARATING BUILDING AREAS FROM |
| | AN EXIT SHALL COMPLY WITH SECTION 1019.1 |
| | . |
| | |
| | 1019.1 ENCLOSURES REQUIRED. |
| | |
| | INTERIOR EXIT STAIRWAYS AND INTERIOR |
| | EXIT RAMPS SHALL BE ENCLOSED WITH FIRE |
| | BARRIERS. EXIT ENCLOSURES SHALL HAVE A |
| | FIRE-RESISTANCE RATING OF NOT LESS THAN |
| | 2 HOURS WHERE CONNECTING FOUR STORIES OR |
| | MORE AND NOT LESS THAN 1 HOUR WHERE |
| | CONNECTING LESS THAN FOUR STORIES. THE |
| | NUMBER OF STORIES CONNECTED BY THE SHAFT |
| | ENCLOSURE SHALL INCLUDE ANY BASEMENTS |
| | BUT NOT ANY MEZZANINES. AN EXIT |
| | ENCLOSURE SHALL NOT BE USED FOR ANY |
| | PURPOSE OTHER THAN MEANS OF EGRESS. |
| | ENCLOSURES SHALL BE CONSTRUCTED AS FIRE |
| | BARRIERS IN ACCORDANCE WITH SECTION 706 |
| | . |
| | |
| | 715.3.4 DOORS IN VERTICAL EXIT |
| | ENCLOSURES AND EXIT PASSAGEWAYS. |
| | FIRE DOOR ASSEMBLIES IN VERTICAL EXIT |
| | ENCLOSURES AND EXIT PASSAGEWAYS SHALL |
| | HAVE A MAXIMUM TRANSMITTED TEMPERATURE |
| | END POINT OF NOT MORE THAN 450?F (232?C) |
| | ABOVE AMBIENT AT THE END OF 30 MINUTES |
| | OF STANDARD FIRE TEST EXPOSURE. |
| | SEE TABLE 715.3 FIRE BARRIERS REQUIRING |
| | 1 HR RATING/ OPENING PROTECTIVES. |
| | |
| | |
| | 17B) SAID DOOR SCHEDULE LIST DOORS AS |
| | "C" LABEL DOORS TABLE 715.3 RATES DOORS |
| | IN MINUTES AND HRS. |
| | |
| | 17 C) DOOR# 307 NOT ON SCHEDULE. |
| | |
| | 18)FL BLD CODE 1606.1.5: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORTS,MISSING REPORTS ARE AS |
| | FOLLOWS: |
| | A) WINDOWS |
| | B) MULLIONS |
| | C) GLAZED EXTERIOR DOORS |
| | D) EXT METAL DOORS |
| | E) ROOFING ASSEMBLIES |
| | F) PREMANUFACTURED A/C STANDS |
| | |
| | 19) INFORMATION REQUIRED FOR ROOFING |
| | REPORTS: |
| | ) 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. |
| | |
| | ___ CONTRACTOR FAILED TO INDICATE WHICH |
| | SYSTEM TO BE USED. |
| | |
| | ___ THE SYSTEM PROVIDED HAS A LOW |
| | PRESSURE 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. |
| | |
| | |
| | 20) SHEET S-8 WIND DESIGN |
| | 20A) DESIGNED TO THE WRONG CODE, 2004 |
| | FBC. |
| | |
| | 21)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 |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
