| Date |
Text |
| 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 |
