| 2003-05-01 00:00:00 | |
| | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 03040127 |
| | ADD: 8198 SPYGLASS |
| | CONT: WESTBROOKE |
| | TEL: (786)367-7362 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | ACTION : DENIED |
| | |
| | 1) PROVIDE NOC RECORDED WITH THE CLERK |
| | OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| | |
| | 2) FL BLD CODE 1804.2.2 QUESTIONABLE |
| | SOILS, WHERE THE BEARING CAPACITY IS |
| | NOT DEFINETLY KNOWN OR IS IN QUESTION |
| | THE BUILDING OFFICIAL MAY REQUIRE |
| | EXPLORATIONS, TESTS OR OTHER ADEQUATE |
| | PROOF AS TO THE PERMISSIBLE SAFE BEARING |
| | CAPACITY. REQUIRED TESTS AND RECOMMENDAT |
| | IONS SUBMITTED TO VERIFY BEARING CAPAC- |
| | ITY SHALL BE CERTIFIED BY BY A GEO TECH- |
| | NICAL REPORT FROM A DESIGN PROFESSIONAL |
| | PROPERLY LICENSED IN THE STATE OF |
| | FLORIDA. |
| | |
| | 3) *********NOTE ************ |
| | ONLY FOR CONSIDERATION , FUTURE POOL |
| | 1803.1.3 EXCAVATION FOR ANY PURPOSE |
| | SHALL NOT EXTEND WITHIN 1 FT OF THE |
| | ANGLE OF REPOSE OR NARURAL SLOPE OF THE |
| | SOIL UNDER ANY FOOTING OR FOUNDATION, |
| | UNLESS SUCH FOOTING OR FOUNDATION IS |
| | FIRST PROPERLY UNDERPINNED OR PROTECTED |
| | AGAINST SETTLEMENT. |
| | |
| | 4) NOTE: SHEET A-1 DETAIL 38 INDICATES |
| | A FOUNDATION WITH LESS THAN 12" BELOW |
| | GRADE, 1804.1.3 INDICATES THIS IS A MINI |
| | MUM, SINCE THE ARCHITECT HAS DESIGNED & |
| | SEALED THIS PLAN, THE ARCHITECT RESUMES |
| | FULL RESPONSIBLIITY FOR THE DESIGN. |
| | |
| | 5)FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | A-1,A-3, A-6 DETAIL(6): |
| | OPENING 8, 8A SLIDING GLASS DOOR AT THE |
| | FAMILY ROOM, THE PLAN INDICATES THE USE |
| | OF (TS-1) TUBE STEEL AND TO SEE DETAIL |
| | 12 OF SHEET 6, THIS DETIAL, DETAIL 11 |
| | WOULD BE ACCURATE BUT WHAT IS THE TUBE |
| | STEEL USED FOR? |
| | |
| | 6) SHEET A-5 TRUSS CONNECTOR SCHEDULE:RE |
| | FERS TO USP 2001 CATALOG.SEE 2003 CATA- |
| | LOG "VALUES REPRESENT LOADS WHICH DO NOT |
| | INCLUDE STRESS INCRESS ON STEEL". |
| | FLORIDA SPECIFIC CODE: |
| | 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. |
| | |
| | RE-EVALUATE TRUSS TABLES WITH NEW LOAD |
| | REDUCTIONS! |
| | |
| | 7)1606.1.4(1) IN WIND BORNE DEBRIS |
| | REGIONS, EXTERIOR GLAZING THAT RECEIVES |
| | POSITIVE PRESSURE IN BUILDINGS SHALL BE |
| | ASSUMED TO BE OPENINGS UNLESS SUCH |
| | GLAZING IS IMPACT RESISTANT OR PROTECTED |
| | WITH AN IMPACT RESISTANT COVERING MEET- |
| | ING THE REQUIREMENTS OF SSTD 12, ASTM |
| | E 1886 AND ASTM E 1996 OR MIAMI-DADE. |
| | |
| | 1) GLAZED OPENINGS LOCATED WITHIN 30 FT |
| | OF GRADE SHALL MEET THE REQUIREMENTS OF |
| | LARGE MISSLE TEST. |
| | |
| | 8) FL BLD CODE 1606.1.5: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORT, SBCCI OR DADE COUNTY |
| | REPORT ARE ACCEPTED. MISSING REPORTS: |
| | A) WINDOWS SINGLE HUNG / FIXED |
| | B) MULLIONS |
| | C) EXTERIOR DOORS/ GLAZED OPENINGS |
| | D) EXTERIOR DOORS/ SOLID |
| | E) OVERHEAD GARAGE DOORS |
| | F) ROOF ASSEMBLIES |
| | G) STORM SHUTTERS |
| | |
| | 9)1707.4.5.1 MULLIONS OCCURRING |
| | BETWEEN INDIVIDUAL WINDOW AND GLASS |
| | DOOR ASSEMBLIES. TESTING REPORTS ARE |
| | REQUIRED BY AN APPROVED TESTING |
| | LABORATORY OR BE ENGINEERED. |
| | |
| | 10) 1707.4.5.2 MULLIONS SHALL BE DESIGN- |
| | ED TO TRANSFER THE DESIGN PRESSURE LOADS |
| | APPLIED BY THE WINDOW OR DOOR ASSEMBLIES |
| | TO THE ROUGH OPENING SUBTRATE. |
| | |
| | 11)PROVIDE STORM PANEL INFORMATION WITH |
| | INSTALLATION SCHEDULE AND KEY PLAN WITH |
| | SPECIFIC ANCHORS AND MOUNTING TO BE USED |
| | FOR ALL NON-IMPACT GLAZING. |
| | FBC 1606.1.4. |
| | |
| | 12)FL BLD CODE 2001 SECTION 103.6, |
| | 1606.1.4, 1707.4 & 3401.7.2.4. |
| | PROCEDURES: 1(B) A COMPLETE INSTALLATION |
| | SCHEDULE SUMMARIZING & IDENTIFYING |
| | OPENING SIZES, STORY HEIGHTS, UNIT MARK |
| | NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM |
| | BAR REINFORCING REQUIREMENTS, WALL PRES- |
| | SURE ZONES, SLAT TYPES, ETC., SHALL BE |
| | SUBMITTED AT TIME OF PERMIT APPLICATION |
| | TO FACILITATE PLAN REVIEW AND PERMIT |
| | ISSUANCE. |
| | |
| | 13)1707.4.3 EACH EXTERIOR DOOR |
| | ASSEMBLY NOT COVERED BY 1707.4.2 |
| | (GLAZED DOORS) SHALL BE LISTED AND TEST- |
| | ED FOR A PERIOD EQUAL TO THE QUANITY |
| | 3600/ V WHERE THE TIME PERIOD IS IN |
| | SECTIONS AND V IS IN MILES PER HR TAKEN |
| | FROM FIGURE 1606. THE TIME PERIOD SHALL |
| | ALSO INCLUDE A 10 SECOND PERIOD AT A |
| | LOAD EQUAL TO 1.5 TIMES THE DESIGN |
| | PRESSURE. DADE COUNTY & SBCCI REPORTS |
| | ARE ACCEPTED. |
| | |
| | 14) NOTE : ARCHITECT RESUME FULL RESPONS |
| | IBILITY FOR WINDOW / DOOR ATTACHMENT IF |
| | ATTACHMENT IS LESS RESTRICTIVE THAN SPEC |
| | IFIED BY TESTING REPORTS: |
| | 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. |
| | |
| | 15) 1503.4.4 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. |
| | |
| | 16)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. |
| | |
| | LOOK FOR COMMENTS BY THE OTHER PLAN |
| | REVIEW DISCIPLINES THAT MAY BE WRITTEN |
| | ON THE APPLICATION, PLANS, OR ATTACHED |
| | SEPARATELY. WHEN RESUBMITTING PLANS |
| | PLEASE CLEARLY INDICATE THE REVISION AND |
| | REMOVE AND REPLACE ANY PAGES AS NECESS- |
| | ARY. SUBMIT (1) SET OF OLD DRAWINGS WITH |
| | THE PLANS WHEN RESUBMITTING PLANS. A |
| | TRANSMITTAL LETTER LISTING THE ORIGINAL |
| | REVIEW 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. |
| | JIM WITMER |
| | BUILDING PLAN REVIEW |
| | TEL: (561)659-8096 X 8412 |
| | FAX: (561)659-8026 |
