2003-01-23 00:00:00 | |
| BUILDING PLAN REVIEW |
| PERMIT: 02120137 |
| ADD: 3400 N FLAGLER DR |
| CONT: (PLAN REVIEW) |
| SANDERSON, MARK & FREDI |
| CONTACT LYNNE GILLIS |
| TEL: (561)346-4249 |
| FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| |
| NOTES: |
| 1) FLOOD ZONE A5 MINIMUM ELEVATION 7.5' |
| FOR FINISH FLOOR, A/C PADS AND POOL |
| EQUIPMENT PADS (ELEC MOTORS). A FLOOD |
| ZONE ELEVATION CERTIFICATE IS REQUIRED |
| TO THIS DEPT BEFORE A C/O WILL BE ISSUED |
| |
| 2) NO BUILDING IN EASEMENTS, SOUTH PROP |
| LINE INDICATES 10' SEWER & DRAINAGE |
| EASEMENT W/ A 60" RCP PIPE. |
| |
| 3) THE SITE PLAN ISNOT CLEAR AS IF |
| THE EXTERIOR LINE OF THE BUILD IS THE |
| WALL LINE OR ROOF OVERHANG? IN EITHER |
| CASE THE FOUNDATION (F2) SHALL NOT |
| ENCHROUCH INTO THE 10' EASEMENT. |
| 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. |
| PLEASE PROVIDE INFORMATION FOR SECTION |
| 1803.2.2 FOR EXCAVATION OF EXISTING |
| 60" DRAINAGE SEWERAND REPLACEMENT? |
| |
| 4) PROVIDE NOC RECORDED WITH THE CLERK |
| OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| |
| 5) PLANS, SPECIFICATIONS,REPORTS OR |
| OTHER DOCUMENTS PREPARED BY THE DESIGN |
| PROFESSIONAL AND BEING FILED FOR PUBLIC |
| RECORD SHALL HAVE THE SIGNATURE AND |
| SEAL OF THE DESIGN PROFESSIONAL AFFIXED |
| TO THE DOCUMENT. |
| FL STATE STAT: 61G15-23.002 ENGINEERS |
| FL ATATE STAT: 61G16.003 ARCHITECTS |
| ARCH PLAN MISSING DATE STAMP ON SEAL |
| |
| 6) FL BLD CODE 1804.2.2 QUESTIONABLE |
| SOILS, WHERE THE BEARING CAPACITY IS |
| NOT DEFINETLY KNOWN OR IS IN QUESTION. |
| PROVIDE A GEOTECH REPORT GIVING WHAT |
| THE MINIMUM SAFE BEARING VALUE IS? |
| |
| 7)FBC 13-103.1.2 BEFORE A BUILDING |
| PERMIT CAN BE ISSUED, THE SUBMITTED |
| ENERGY CODE COMPLIANCE FORMS SHALL BE |
| SIGNED BY THE BUILDING OWNER, THE |
| OWNER'S ARCHETECT OR OTHER AUTHORIZED |
| AGENT LEGALLY DESIGNATED BY THE OWNER. |
| |
| 8)FL BLD CODE 104.2.1.2 |
| ADDITIONAL INFORMATION REQUIRED, |
| DISCREPANCY: THE FAMILY ROOM FLOOR ELEVA |
| TION, HALL 117 AND CABANA ARE INDICATED |
| AS 10'-0" DOOR OPENING #9 MISSING THE |
| STEP DOWN. DISCREPANCY IS THE AMOUNT OF |
| STEP DOWN ARCH PLAN (6") VS ENG PLAN |
| (4")? |
| |
| 9) GARAGE# 1 IS THERE OPENINGS ON THE |
| SIDE WALLS DIRECTLY BEHIND THE FRONT |
| ENTRY WALLS? SEE STRUCTURAL PLAN? |
| |
| 10) BAYWINDOW AT MASTER BEDROOM, PLEASE |
| PROVIDE ADD INFO AS TO HOW THE THE |
| DOUBLE 2X12 HEADER WILL ATTACH BACK TO |
| THE CMU'S SECTION 8/S6 IS NOT CLEAR. |
| |
| 11) S-2 ROOF FRAMING PLAN: (4) USP-SGP2 |
| I BELIEVE THIS ANCHOR WAS MISREAD, THE |
| SGP-2 HAS NAIL HOLES FOR 14 NAILS NOT |
| 24 AND THE DESIGNER IS TO SPECIFY THE |
| TYPE OF ANCHOR TO BE USED. THE SGP-3 |
| DOES HAVE NAIL HOLES FOR 24 NAILS AS RE- |
| QUIRED BY THE ENGINEER, AND A ALLOWABLE |
| LOAD OF 2405 AT 160%. |
| |
| 12) GARAGE 1 & 2,8" RISERS SEE 1007.3.1 |
| (1) RISERS SHALL NOT EXCEED 7 3/4". |
| |
| 13) GUARDRAILS DESIGN AS PER LOCAL CODE! |
| 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. |
| |
| 14)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. |
| |
| 15)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) GARAGE DOORS SINGLE/ DOUBLE WIDE |
| B) SWING DOORS BOTH GLAZED/ SOLID |
| C) WINDOWS CASEMENT, FIXED,LEADED GLASS |
| D) MULLIONS: VERETICAL/ HORIZONTAL |
| E) ROOFING ASSEMBLIES |
| F) STORM SHUTTERS |
| |
| 16)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. |
| |
| 17) 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. |
| |
| 181707.4.5.2 MULLIONS SHALL BE DESIGN- |
| ED TO TRANSFER THE DESIGN PRESSURE LOADS |
| APPLIED BY THE WINDOW OR DOOR ASSEMBLIES |
| TO THE ROUGH OPENING SUBTRATE. |
| |
| 19)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. |
| |
| 20)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. |
| |
| 21) 1606.1.5 COMPONENTS & CLADDING: |
| INDICATE PRESSURE ZONES POSITIVE & NEG- |
| ATIVE FOR OPENINGS IN WALLS, ON ELEVA- |
| TIONS PLEASE. |
| |
| 22) TABLE 500 PROVIDE MINIMUM BLDG TYPE, |
| AND SQ. FOOTAGE A/C AND NON PER FLOOR |
| FOR MAIN HOUSE AND OUT BLDG. |
| |
| 23)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 |