| Date |
Text |
| 2002-08-27 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 02080881 |
| | ADD: 202 32ND STREET |
| | CONT: WAYNE HETZEL BUILDING |
| | TEL: (561)881-2108 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | PROVIDE NOC RECORDED WITH THE CLERK |
| | OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| | |
| | FL BLD CODE 1804.2.2 QUESTIONABLE |
| | SOILS, WHERE THE BEARING CAPACITY IS |
| | NOT DEFINETLY KNOWN OR IS IN QUESTION. |
| | |
| | PROVIDE 2 CURRENT COPIES OF SIGNED & |
| | SEALED SURVEYS WITH PROPOSED IMPROVEMENT |
| | TO BE COMPLETED. PROPERTY IS LOCATED IN |
| | FLOOD ZONE "A5", SURVEY TO INDICATE |
| | THE FINISH FLOOR HEIGHT OF THE EXISTING |
| | BUILDING, AND A/C PAD. |
| | |
| | PROVIDE FLOOD ZONE ELEVATION |
| | CERTIFICATE FOR NEW CONSTRUTION WITH |
| | BASE FLOOD ELEVATION, CITY CODE REQUIRES |
| | AN ADDITIONAL 6". THE MINIMUM HEIGHT OF |
| | THE NEW FINISH FLOOR ELEVATION OF THE |
| | ADDITION IS 7'-6" NGVD. THE FLOOR LEVEL |
| | OF THE EXISTING STRUCTURE SHALL ALSO BE |
| | REQUIRED TO BE 7'-6" NGVD. SEE CITY CODE |
| | 12-17 SUBSTANTIAL IMPROVEMENTS: MEANS |
| | ANY COMBINATION OF REPAIRS, RECONSTRUC- |
| | TION, ALTERATIONS OR IMPROVEMENTS TO A |
| | STRUCTURE, TAKING PLACE DURING THE LIFE |
| | OF THE STRUCTURE, IN WHICH THE CUMULA- |
| | TIVE COST EQUALS OR EXCEEDS 50% OF THE |
| | MARKET VALUE OF THE STRUCTURE. |
| | |
| | PROVIDE ENERGY CALCULATIONS AND |
| | EQUIPMENT SIZING CALCULATIONS (MANUAL J) |
| | AS REQUIRED BY THE 2001 FLORIDA ENERGY |
| | EFFICIENTCY CODE FOR BUILDING CONSTRUC- |
| | TION. |
| | |
| | 1503.4.2 OVERFLOW DRAINS SHALL BE |
| | THE SAME SIZE AS ROOF DRAINS, INSTALLED |
| | WITH THE INLET FLOW LINE LOCATED 2" |
| | ABOVE THE LOWEST POINT OF THE ROOF LINE. |
| | OVERFLOW SCUPPERS SHALL BE A MINIMUM OF |
| | 4"IN HEIGTH AND SHALL BE PLACED IN WALLS |
| | OR PARARETS WITH THE INLET FLOW LINE |
| | NOT LESS THAN 2" ABOVE THE ROOF SURFACE. |
| | |
| | 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. |
| | |
| | 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. |
| | |
| | 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. |
| | |
| | 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 OR STORM SHUTTERS MEET |
| | ING SUCH TEST. |
| | |
| | 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. |
| | |
| | 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. |
| | |
| | 1504.1 WIND RESISTANCE TO ROOFS. |
| | PROVIDE PRODUCT TESTING FOR FLAT ROOF |
| | ASSEMBLY. |
| | |
| | 1015.2 HEIGHT. GUARDRAILS SHALL |
| | FORM A VERTICAL PROTECTIVE BARRIER NOT |
| | LESS THAN 42" HIGH. |
| | 1015.3 OPENINGS. OPEN GUARDRAILS |
| | SHALL HAVE INTERMEDIATE RAILS OR ORNA- |
| | MENTAL PATTERNS SUCH AS A 4" DIAMETER |
| | SPHERE CAN NOT PASS THROUGH. A BOTTOM |
| | RAIL OR CURB SHALL BE PROVIDED THAT WILL |
| | REJECT THE PASSAGE OF 2" DIAMETER |
| | SPHERE. |
| | |
| | 1608.2.3 THE GUARDRAIL SYSTEM SHALL |
| | BE DESIGNED AND CONSTRUCTED TO RESIST A |
| | 200 LB CONCENTRATED HORIZONTAL LOAD |
| | APPLIED ON A 1 SQ FT AREA AT ANY POINT |
| | IN THE SYSTEM INCLUDING INTERMEDIATE |
| | RAILS OR OTHER ELEMENTS SERVING THIS |
| | PURPOSE. SHOW ATTACHMENT DETAILS TO |
| | PARAPET & DECK? |
| | |
| | 3401.7.2 WHERE AND EXISTING BUILD- |
| | ING AND THE ADDITION ARE NOT SEPERATED |
| | BY A FIRE WALL AND THE AREA OF THE ADDIT |
| | ION IS IS 25% OR MORE OF THE AREA OF THE |
| | EXISTING BUILDING, AND THE ADDITION |
| | SHALL BE MADE TO COMPLY WITH ALL REQUIRE |
| | MENTS OF THIS CODE FOR A BUILDING OF |
| | AREA OF THE ADDITION & EXISTING BUILDING |
| | EXCEPTION: EXISTING BUILDINGS SHALL NOT |
| | BE REQUIRED TO BE UPGRADED TO THE STRUC- |
| | TURAL REQUIREMENTS OF THE CODE IN EFFECT |
| | ON THE DATE OF APPLICATION OF THE |
| | PERMIT FOR THE ADDITION. |
| | |
| | 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. A TRANSMITTAL LETTER LISTING THE |
| | ORIGINAL REVIEW COMMENT NUMBER, WITH A |
| | DESCRIPTION OF THE REVISION MADE, IDEN- |
| | TIFYING 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 |
| | PLAN REVIEW |
| | TEL: (561)659-8096 EX.8412 |
| | FAX: (561)659-8026 |
