| Date |
Text |
| 2005-08-02 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 05070071 |
| | ADD: 833 BISCAYNE DR |
| | CONT: H. CANO |
| | TEL: (561)543-1290 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | 1)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 |
| | |
| | 2) 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) EXTERIOR DOORS |
| | C) TRUSS/ WOOD TO WOOD ANCHORS |
| | D) ROOFING ASSEMBLIES |
| | |
| | 3) PLANS INDICATE A PERMIT WAS PULLED TO |
| | |
| | REPLACE WINDOWS, NO PERMIT IS INDICATED |
| | FOR THIS ADDRESS, SEE ATTACHMENT. |
| | |
| | 4) PLANS DO NOT INDICATE THE |
| | MANUFACTURING COMPANY FOR HOLDOWN |
| | ANCHORS. ALSO INDICATE LOADS TO BE |
| | IMPOSED UPLIFT, LATERAL & GRAVITY LOADS. |
| | PROVIDE THE MANUFATURES DESIGN PRESSURES |
| | TO BE USED. |
| | 1707.4.4.1 ANCHOR REQUIREMENTS: |
| | WINDOW & DOOR ASSEMBLIES SHALL BE ANCHOR |
| | ED IN ACCORDANCE WITH THE PUBLISHED |
| | MANUFACTURER'S RECOMMENDATIONS TO |
| | ACHIEVE THEDESIGN PRESSURE SPECIFIED. |
| | SUBSTITUTE ANCHORING SYSTEM USED FOR |
| | THE SUBSTRATE NOT SPECIFIED BY THE |
| | FENESTRATION MANUFACTURER SHALL PROVIDE |
| | EQUAL OR GREATER ANCHORING AS DEMONSTRA- |
| | TED BY ACCEPTED ENGINEERING PRACTICES. |
| | |
| | 5)TRUSS ANCHORS:1609.4.3 LOAD REDUCTION. |
| | WHEN STRUCTURAL EFFECTS DUE TO TWO OR |
| | MORE LOADS IN COMBINATION WITH DEAD LOAD |
| | ARE INVESTIGATED IN LOAD COMBINATIONS OF |
| | 1609.4.1 OR 1609.4.2, THE COMBINED |
| | EFFECTS DUE TO THE TWO OR LOADS MULTI- |
| | PLIED BY 0.75 PLUS EFFECTS DUE TO DEAD |
| | LOADS SHALL NOT BE LESS THAN THE EFFECTS |
| | FROM THE LOAD COMBINATION OF THE DEAD |
| | LOAD PLUS THE LOAD PRODUCING THE LARGEST |
| | EFFECTS. INCREAS IN ALLOWABLE STRESS SPE |
| | CIFIED IN THE MATERIALS SECTIONS OF THIS |
| | CODE OR A REFRENCED STANDARD SHALL NOT |
| | BE USED WITH THESE LOAD COMBINATIONS |
| | EXCEPT THAT A DURATION OF LOAD INCREASE |
| | SHALL BE PERMITTED IN ACCORDANCE WITH |
| | CHAPTER 23. |
| | |
| | 6) PLANAS DO NOT INDICATE TERMITE |
| | TREATMENT OF SOILS:1 TERMITE PROTECTION. |
| | TERMITE PROTECTION SHALL BE PROVIDED BY |
| | REGISTERED TERMITICIDES, INCLUDING SOIL |
| | APPLIED PESTICIDES, BAITING SYSTEMS, AND |
| | PESTICIDES APPLIED TO WOOD, OR OTHER |
| | APPROVED METHODS OF TERMITE PROTECTION |
| | LABELED FOR USE AS A PREVENTATIVE |
| | TREATMENT TO NEW CONSTRUCTION.SEE 202, |
| | REGISTERED TERMITICIDE.UPON COMPLETION |
| | OF THE APPLICATION OF THE TERMITE |
| | PROTECTIVE TREATMENT, A CERTIFICATE OF |
| | COMPLIANCE SHALL BE ISSUED TO THE |
| | BUILDING DEPARTMENT BY THE LICENSED PEST |
| | CONTROL COMPANY THAT CONTAINS THE |
| | FOLLOWING STATEMENT:"THE BUILDING HAS |
| | RECEIVED A COMPLETE TREATMENT FOR THE |
| | PREVENTION OF SUBTERRANEAN TERMITES. |
| | TREATMENT IS IN ACCORDANCE WITH RULES |
| | AND LAWS ESTABLISHED BY THE FLORIDA |
| | DEPARTMENT OF AGRICULTURE AND CONSUMER |
| | SERVICES." |
| | 1816.1.4 IF SOIL TREATMENT IS USED FOR |
| | SUBTERRANEAN TERMITE PREVENTION, |
| | CHEMICALLY TREATED SOIL SHALL BE |
| | PROTECTED WITH A MINIMUM 6 MIL VAPOR |
| | RETARDER TO PROTECT AGAINST RAINFALL |
| | DILUTION.IF RAINFALL OCCURS BEFORE |
| | VAPOR RETARDER PLACEMENT, RETREATMENT |
| | IS REQUIRED.ANY WORK, INCLUDING |
| | PLACEMENT OF REINFORCING STEEL, DONE |
| | AFTER CHEMICAL TREATMENT UNTIL THE |
| | CONCRETE FLOOR IS POURED, SHALL BE |
| | DONE IN SUCH MANNER AS TO AVOID |
| | PENETRATING OR DISTUBING TREATED |
| | |
| | 7) PLANS INDICATE THE USE OF 1X3 PECKY |
| | CYPRESS UNDER THE ROOF, 5/8" CDX PLYWOOD |
| | |
| | WILL NEED TO BE OVER THE PECKY CYPRESS |
| | TO NAIL ROOFING MATERIALS TOO. |
| | |
| | 8) PROVIIDE FOR ATTIC VENTING: |
| | 2309.7.2 FOR FLAT ROOFS, BLOCKING AND |
| | BRIDGING SHALL BE ARRANGED SOAS NOT |
| | TO INTERFERE WITH THE MOVEMENT OF AIR. |
| | SUCH ROOFS SHALL BEVENTILATED ALONG |
| | THE OVERHANGING EAVES, WITH THE NET AREA |
| | OF OPENINGBEING NOT LESS THAN 1/250 |
| | OF THE AREA OF THE CEILING BELOW. |
| | |
| | 9)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. |
| | |
| | 10) PLANS DO NOT INDICATE ELECTRICAL |
| | NOR PLUMBING WORK WHICH WILL REQUIRE |
| | REVIEW AND SEPERATE PERMITS. |
| | |
| | 11) PLANS INDICATE REPAIR OF EXISTING |
| | DRIVEWAY AND SIDEWALK, PROVIDE WHAT |
| | REPAIR, APPLICATION INDICATES |
| | REPLACEMENT? PROVIDE MORE INFORMATION? |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
