| Date |
Text |
| 2007-01-23 08:05:51 | BUILDING PLAN REVIEW |
| | PERMIT: 06120586 |
| | ADD: 1800 EMBASSYDR |
| | CONT: E. W. REED, INC. |
| | TEL: (305)218-0900 |
| | |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2006 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1STREVIEW |
| | 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 NUM- |
| | BER, 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. |
| | NOTE: 713.13(2) |
| | IF THE WORK DESCRIBED IN THE NOTICE OFCOMMENCEMENT 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 CONSTRUCTION SITE BEFORE THE FIRST INSPECTION. ) |
| | 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. |
| | SHEET A-1 INDICATES III MISSING "A OR B" |
| | 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 UNITS |
| | H ) NUMBER OF FLOORS |
| | 1 ) NUMBER OF BEDROOMS |
| | J ) NUMBER OF ROOMS |
| | K ) NUMBER OF BEDROOMS |
| | L ) SQ. FT. LIV SPACE/ FL |
| | M ) SQ. FT. FOOTPRINT |
| | N ) SQ. FT. UNDER ROOF (TOTAL) |
| | O ) OCCUPANT LOAD |
| | |
| | 3)FBC 1802.2.1 QUESTIONABLE SOILS, |
| | 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 ) 109.3.10* IMPACT OF CONSTRUCTION. |
| | ALL CONSTRUCTION ACTIVITY REGULATED BY |
| | THIS CODE SHALL BE PERMORMED 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 PARCELL 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. |
| | |
| | 5 ) 109.3.10.1 HURICANE 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. |
| | |
| | 6) 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. |
| | |
| | 7)SHEET A-3 INDICATES TOWNHOUSE STYLE CONSTRUCTION. |
| | NOTE THESE UNITS ARE CLASSIFIED AS A R-2 EITHER CONDOS |
| | OR RENTAL UNITS AND WILL REVIEWED AS SUCH. |
| | |
| | 8) SHEETS A-4- A-5 PLANS INDICATE WINDOWS OVER TUB |
| | AREAS IN BOTH CASES NO NOTES ON THE WINDOW SCHEDULE |
| | INDICATING A HAZARDOUS LOCATION. |
| | 2406.3(5)5.GLAZING IN DOORS AND ENCLOSURES FOR HOT |
| | TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND |
| | SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL |
| | ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED |
| | EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) |
| | ABOVE A STANDING SURFACE. |
| | |
| | 9) SHEET A-5 PLEASE PROVIDE A SECTION THROUGH POWDER |
| | ROOM 102. |
| | 1208.2(2) |
| | 2.IF ANY ROOM IN A BUILDING HAS A SLOPED CEILING , |
| | THE PRESCRIBED CEILING HEIGHT FOR THE ROOM IS REQUIRED |
| | IN ONE-HALF THE AREA THEREOF. ANY PORTION OF THE ROOM |
| | MEASURING LESS THAN 5 FEET (1524 MM) FROM THE FINISHED |
| | FLOOR TO THE CEILING SHALL NOT BE INCLUDED IN ANY |
| | COMPUTATION OF THE MINIMUM AREA THEREOF. |
| | |
| | 10)A-7 INDICATES THE USE OF THE 1& 2 FAMILY |
| | RESIDENTIAL CODE WITH CODE SECTIONS R312.1 & R312.2 |
| | PLEASE CORRECT THESE UNITS ARE AS STATED R-2 NOT R-3. |
| | |
| | 11) SHEET A-9 DETAIL"B" PLEASE MAKE NOTE OF THE ASTM |
| | C-1063 THE NAILING ON HORIZONTAL FRAMING MEMBERS TO BE |
| | AT 4" ON CENTER WITH A MINIMUM OF 1 3/4" NAILING INTO |
| | FRAMING MEMBER. |
| | |
| | 12) SHEET A-9 DETAIL "A" PLEASE PROVIDE CALCULATIONS |
| | FOR VENTILATION AND MEETING THE REQUIREMENTS OF : |
| | 1203.2 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. |
| | |
| | 13)SHEET A-10 DETAIL # 1 AGAIN MAKES REFRENCE TO THE |
| | RESIDENTIAL CODE PLEASE CORRECT, THIS IS A R-2 |
| | OCCUPANCY NOT R-3. |
| | |
| | 14)SHEET A-12 DETAIL# 1 PLEASE REMOVE REFENCE TO THE |
| | ONE AND TWO FAMILY RESIDENTIAL CODE ALSO A-13. |
| | |
| | 15) 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. |
| | |
| | 16) 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 |
| | |
| | 17)FL BLD CODE 1609.1.4: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORTS,MISSING REPORTS ARE AS |
| | FOLLOWS: |
| | A) WINDOWS: |
| | CASEMENT |
| | HORIZONTAL ROLLERS |
| | MULLIONS |
| | B) DOORS: |
| | EXTERIOR HOLLOW CORE METAL DOORS |
| | SLIDING GLASS DOORS |
| | SECTIONAL GARAGE DOORS |
| | C) EXTERIOR WALL LOUVERS |
| | D) TRUSS ANCHORS |
| | E) ROOFING ASSEMBLIES |
| | BUILT UP OR MODIFIED |
| | ROOF TILE UNDERLAYMENTS |
| | ROOF TILE |
| | ROOF TILE ADHESIVES |
| | THIS ROOF IS MISSING OR NOT IN |
| | COMPLIANCE WITH THE FOLLOW ITEMS: |
| | |
| | X___ CONTRACTOR DID NOT PROVIDE THE MEAN |
| | |
| | ROOF HEIGHT. |
| | |
| | ___ CONTRACTOR DID NOT INDICATE THE ROOF |
| | PITCH. |
| | |
| | X___ CONTRACTOR FAILED TO INDICATE WHICH |
| | SYSTEM TO BE USED. |
| | |
| | X___ THE SYSTEM PROVIDED HAS A LOW |
| | PRESSURE FOR ZONE ___ . |
| | |
| | X___ 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. |
| | |
| | X___THE SYSTEM PROVIDED INDICATES |
| | LIMITATION# 9, NO ENHANCED |
| | FASTENING ALLOWED. |
| | |
| | 18) PLEASE PROVIDE INFORMATION AS TO TYPE OF MATERIAL |
| | TO BE USED ON RIDGE AND HIP |
| | BOARDS AND ATTACHMENT METHOD. CONCRETE TILE 1507.3: |
| | 1507.3.7 ATTACHMENT. |
| | CLAY AND CONCRETE ROOF TILES SHALL BE FASTENED IN |
| | ACCORDANCE WITH SECTION 1609 OR IN ACCORDANCE WITH |
| | FRSA/RTI INSTALLATION MANUAL, 4TH EDITION. |
| | |
| | 1507.3.8 APPLICATION. |
| | TILE SHALL BE APPLIED ACCORDING TO THE MANUFACTURER?S |
| | INSTALLATION INSTRUCTIONS OR RECOMMENDATIONS OF THE |
| | FRSA/RTI 07320, 4TH EDITION. |
| | |
| | 19) 1503.3.6 PROTECTION AGAINST DECAY & |
| | TERMITES. CONDENSATE LINES & ROOF DOWN |
| | SPOUTS SHALL DISCHARGE AT LEAST 1 FT. |
| | AWAY FROM THE STRUCTURE SIDEWALL, |
| | WHETHER BY UNDERGROUND PIPING, TAIL EX- |
| | TENSIONS, OR SPLASH BLOCKS. |
| | |
| | 20) S- SHEETS DO NOT PROVIDE BUCK DETAILS FOR WINDOWS, |
| | DOORS OR GARAGE SECTIONAL DOOR. |
| | 1714.5.4.1 ANCHORING REQUIREMENTS. |
| | WINDOW AND DOOR ASSEMBLIES SHALL BE ANCHORED IN |
| | ACCORDANCE WITH THE PUBLISHED MANUFACTURER?S |
| | RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE |
| | SPECIFIED. SUBSTITUTE ANCHORING SYSTEMS USED FOR |
| | SUBSTRATES NOT SPECIFIED BY THE FENESTRATION |
| | MANUFACTURER SHALL PROVIDE EQUAL OR GREATER ANCHORING |
| | PERFORMANCE AS DEMONSTRATED BY ACCEPTED ENGINEERING |
| | PRACTICE. |
| | |
| | 21) 1714.5.4.2 MASONRY, CONCRETE OR OTHER STRUCTURAL |
| | SUBSTRATE. |
| | WHERE THE WOOD SHIM OR BUCK THICKNESS IS LESS THAN 1 1 |
| | / 2 INCHES (38 MM), WINDOW AND DOOR ASSEMBLIES SHALL BE |
| | ANCHORED THROUGH THE MAIN FRAME OR BY JAMB CLIP OR |
| | SUBFRAME SYSTEM, IN ACCORDANCE WITH THE MANUFACTURER?S |
| | PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE |
| | SECURELY FASTENED DIRECTLY INTO THE MASONRY, CONCRETE |
| | OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 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. |
| | WHERE THE WOOD BUCK THICKNESS IS 1 1 / 2 INCHES (38 MM) |
| | OR GREATER, THE BUCK SHALL BE SECURELY FASTENED TO |
| | TRANSFER LOAD TO THE MASONRY, CONCRETE OR OTHER |
| | STRUCTURAL SUBTRATE AND THE BUCK SHALL EXTEND BEYOND |
| | THE INTERIOR FACE OF THE WINDOW OR DOOR FRAME. WINDOW |
| | AND DOOR ASSEMBLIES SHALL BE ANCHORED THROUGH THE MAIN |
| | FRAME OR BY JAMB CLIP OR SUBFRAME SYSTEM OR THROUGH THE |
| | FLANGE TO THE SECURED WOOD BUCK IN ACCORDANCE WITH THE |
| | MANUFACTURER?S PUBLISHED INSTALLATION INSTRUCTIONS. |
| | 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 ASSEMBLY |
| | TO THE SECURED WOOD BUCK |
| | |
| | 22) 1714.5.5.1 MULLIONS. |
| | MULLIONS, OTHER THAN MULLIONS WHICH ARE AN INTEGRAL |
| | PART OF A WINDOW OR GLASS DOOR ASSEMBLY TESTED AND |
| | LABELED IN ACCORDANCE WITH SECTION 1714.5.2.1 , SHALL |
| | BE TESTED BY AN APPROVED TESTING LABORATORY OR BE |
| | ENGINEERED IN ACCORDANCE WITH ACCEPTED ENGINEERING |
| | PRACTICE. BOTH METHODS SHALL USE PERFORMANCE CRITERIA |
| | CITED IN SECTIONS 1714.5.5.2 , 1714.5.5.3 AND |
| | 1714.5.5.4 . |
| | |
| | 1714.5.5.2 LOAD TRANSFER. |
| | MULLIONS SHALL BE DESIGNED TO TRANSFER THE DESIGN |
| | PRESSURE LOADS APPLIED BY THE WINDOW AND DOOR |
| | ASSEMBLIES TO THE ROUGH OPENING SUBSTRATE. |
| | |
| | 23) S-4 PLEASE UPDATE ACI-318 AND ACI- 530 TO THE |
| | REFRENCED STANDARDS IN CHAPTER 35. |
| | |
| | 24)SHEET E-1 VS M-1 2ND FLOOR HAL 201 BE AWARE OF THE |
| | CLOSENESS OF SMOKE DETECTORS TO RETURN AIR VENTS. |
| | |
| | 25) SHEET A-5 INDICATES AN OPTION BEDROOM# 4, WHERE AS |
| | BOTH THE MECHANICAL AND ELECTRICAL ARE MISSING THIS |
| | OPTION. PLEASE PROVIDE AND SMOKE DETECTORS. |
| | |
| | 26)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 C. B. O. |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
| | E-MAIL: [email protected] |
