| Date |
Text |
| 2008-08-26 16:03:37 | BUILDING PLAN REVIEW |
| | PERMIT: 08080193 |
| | ADD: 118 S CLEMATIS ST |
| | CONT: FIVE STAR CONSTRUCTION |
| | TEL: (561)436-8508 |
| | |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2007 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | REVIEW |
| | ACTION: DENIED |
| | |
| | 1A) INFORMATIONAL: 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. |
| | |
| | 1B ) INFORMATIONAL 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 CONSTRUCTION SITE BEFORE THE FIRST |
| | INSPECTION. |
| | |
| | 2) PLANS INDICATE CHANGE OUT OF WINDOWS ON THE 2ND |
| | FLOOR, BUT FAIL TO PROVIDE WIND INFORMATION: |
| | 1603.1.4 WIND DESIGN DATA. |
| | THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL |
| | BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE |
| | DESIGN OF THE LATERAL-FORCE-RESISTING SYSTEM OF THE |
| | BUILDING: |
| | 1. BASIC WIND SPEED (3-SECOND GUST), MILES PER HOUR |
| | (KM/HR). |
| | |
| | 2. WIND IMPORTANCE FACTOR, I W , AND BUILDING |
| | CLASSIFICATION FROM TABLE 1604.5 OR TABLE 6-1, ASCE 7 |
| | AND BUILDING CLASSIFICATION IN TABLE 1-1, ASCE 7. |
| | |
| | 3. WIND EXPOSURE, IF MORE THAN ONE WIND EXPOSURE IS |
| | UTILIZED, THE WIND EXPOSURE AND APPLICABLE WIND |
| | DIRECTION SHALL BE INDICATED. |
| | |
| | 4. THE APPLICABLE ENCLOSURE CLASSIFICATIONS AND, IF |
| | DESIGNING WITH ASCE 7, INTERNAL PRESSURE COEFFICIENT. |
| | 5. COMPONENTS AND CLADDING. THE DESIGN WIND PRESSURES |
| | IN TERMS OF PSF (KN/M 2 ) TO BE USED FOR THE SELECTION |
| | OF EXTERIOR COMPONENTS AND CLADDING MATERIALS NOT |
| | SPECIFICALLY DESIGNED BY THE REGISTERED DESIGN |
| | PROFESSIONAL. |
| | |
| | 3) ELEVATIONS FOUND ON SHEET 1.1A INDICATE A NEW BRIVK |
| | VENEER FRONT TO BE ADDED TO THE BUILDING. PLEASE |
| | PROVIDE COMPLIANCE WITH THE 6 INCH AIR GAP REQUIRED FOR |
| | THE INSPECTION OFR TERMITES. |
| | 2114.2 CONCRETE BEARING LEDGE. |
| | BRICK , STONE OR OTHER VENEER SHALL BE SUPPORTED BY A |
| | CONCRETE BEARING LEDGE AT LEAST EQUAL TO THE TOTAL |
| | THICKNESS OF THE BRICK , STONE OR OTHER VENEER, WHICH |
| | IS POURED INTEGRALLY WITH THE CONCRETE FOUNDATION. NO |
| | SUPPLEMENTAL CONCRETE FOUNDATION POURS WHICH WILL |
| | CREATE A HIDDEN COLD JOINT SHALL BE USED WITHOUT |
| | SUPPLEMENTAL TREATMENT IN THE FOUNDATION UNLESS THERE |
| | IS AN APPROVED PHYSICAL BARRIER. AN APPROVED PHYSICAL |
| | BARRIER SHALL ALSO BE INSTALLED FROM BELOW THE WALL |
| | SILL PLATE OR FIRST BLOCK COURSE HORIZONTALLY TO EMBED |
| | IN A MORTAR JOINT. IF MASONRY VENEER EXTENDS BELOW |
| | GRADE, A TERMITE PROTECTIVE TREATMENT MUST BE APPLIED |
| | TO THE CAVITY CREATED BETWEEN THE VENEER AND THE |
| | FOUNDATION, IN LIEU OF A PHYSICAL BARRIER. |
| | EXCEPTION: VENEER SUPPORTED BY A SHELF, ANGLE OR LINTEL |
| | SECURED TO THE FOUNDATION SIDEWALL IN ACCORDANCE WITH |
| | ACI 530/ASCE 5/TMS 402, PROVIDED AT LEAST A 6-INCH (152 |
| | MM) CLEAR INSPECTION SPACE OF THE FOUNDATION SIDEWALL |
| | EXTERIOR EXIST BETWEEN THE VENEER AND THE TOP OF ANY |
| | SOIL, SOD, MULCH OR OTHER ORGANIC LANDSCAPING |
| | COMPONENT, DECK, APRON, PORCH, WALK OR ANY OTHER WORK |
| | IMMEDIATELY ADJACENT TO OR ADJOINING THE STRUCTURE. |
| | |
| | 4) PLANS FAIL TO INDICATE HOW THE GRAVITY LOADS OF THE |
| | BRICK FACADE WILL BE RESISTED OVER THE DOOR HEADERS? |
| | ADDITIONAL INFORMATION REQUIRED. 106.1.2. |
| | |
| | 5) PLANS DO NOT PROVIDE TYPE OF MATERIALS FOR ADHERRED |
| | VENNER SYSTEMS 1405.9. |
| | |
| | 7) THE AWNINGS WILL REQUIRE A SEPERATE PERMIT BUT HOW |
| | WILL THE LOADS OF THE AWNINGS BE TRANSFERRED BACK |
| | THROUGH THE BRICK VENEER INTO THE STRUCTURE? 106.1.2 |
| | ADDITIONAL INFORMATION REQUIRED. |
| | 1609 .1.3.ANCHORAGE AGAINST OVERTURNING. |
| | |
| | 8) 1405.3 FLASHING. |
| | FLASHING SHALL BE INSTALLED IN SUCH A MANNER SO AS TO |
| | PREVENT MOISTURE FROM ENTERING THE WALL OR TO REDIRECT |
| | IT TO THE EXTERIOR. FLASHING SHALL BE INSTALLED AT THE |
| | PERIMETERS OF EXTERIOR DOOR AND WINDOW ASSEMBLIES, |
| | PENETRATIONS AND TERMINATIONS OF EXTERIOR WALL |
| | ASSEMBLIES, EXTERIOR WALL INTERSECTIONS WITH ROOFS, |
| | CHIMNEYS, PORCHES, DECKS, BALCONIES AND SIMILAR |
| | PROJECTIONS AND AT BUILT-IN GUTTERS AND SIMILAR |
| | LOCATIONS WHERE MOISTURE COULD ENTER THE WALL. FLASHING |
| | WITH PROJECTING FLANGES SHALL BE INSTALLED ON BOTH |
| | SIDES AND THE ENDS OF COPINGS, UNDER SILLS AND |
| | CONTINUOUSLY ABOVE PROJECTING TRIM. |
| | |
| | 9) 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. |
| | |
| | 10) NOA 06-0405.06 PGT HR-710 HORIZONTAL ROLLER WINDOW |
| | IS 63" TALL WHERE AS THE ELEVATION INDICATES THE |
| | SLIDERS TO BE AT LEAST 7'-0" TALL AND THE PLANS |
| | INDICATE IMPACT BYPASS SLIDERS. DOES THE SLIDING GLASS |
| | UNIT GO ALL THE WAY TO THE FLOOR? PLEASE PROVIDE TTHE |
| | FLASHING DETAIL OF THE SILL AND TRANSITION TO BRICK. |
| | 106.1.2 ADDITIONAL INFORMATION REQUIRED. |
| | |
| | 11) SHEET 1.1A SECTION 1-1.1A INDICATES A NEW 16X25 |
| | STEEL BEAM (4) AND A NEW 5"X5"X1/4" STEEL COLUMN. PLANS |
| | DO NOT INDICATE HOW THE BEAM IS ATTACHED TO THE |
| | STRUCTURE ABOVE, FOR UPLIFT LOADS? |
| | NOR DOES THE PLANS INDICATE THE HOW THE NORTH END OF |
| | THE BEAM IS SUPPORTED, AND HOW THE STEEL COLUMN IS |
| | ATTACHED TO THE STEEL BEAM. PLANS FAIL TO INDICATE IF |
| | THERE IS A BOTTOM PLATE ON THE STEEL COLUMN, |
| | SIZE OF PLATE THICKNESS OF PLATE, AMOUNT OF ANCHORING |
| | HOLES NOR SIZE OF HOLE AND TYPE OF ANCHORS TO BE |
| | INSTALLED. IS THE EXISTING FLOOR SUFFICIENT ENOUGH TO |
| | TAKE THE CONCENTRATED LOAD OF THE COLUMN OR WILL A NEW |
| | FOUNDATION BE REQUIRED? 106.1.2 ADITIONAL INFORMATION |
| | IS REQUIRED, 106.1.2 ? |
| | |
| | 12) SHEET 1.0A INDICATES IN THE REAR OF THE BUILDING A |
| | NEW FLOOR INTERCEPTOR IS TO BE PLACED, PLEASE PROVIDE |
| | INFORMATION ON THE FLOOR REPLACEMENT, 106.1.2, |
| | ADDITIONAL INFORMATION REQUIRED. |
| | |
| | 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. |
| | |
| | JIM WITMER C. B. O. |
| | BUILDING PLAN REVIEW II |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
| | E-MAIL: [email protected] |
| | |
| | PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS |
| | LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS |
| | REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO |
| | THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE |
| | THEREFORE SUBJECT TO PUBLIC DISCLOSURE. |
