| Date |
Text |
| 2003-04-02 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 02120137 |
| | ADD: 3400 N FLAGLER DR |
| | CONT:(PLAN REVIEW/ 2ND 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 DEPARTMENT BEFORE A C/O WILL BE |
| | ISSUED. |
| | |
| | 2) NO BUILDING IN THE EASEMENTS SOUTH |
| | PROPERTY LINE INDICATES A 10' SEWER & |
| | DRAINAGE EASEMENT W / A 60" RCP PIPE. |
| | |
| | |
| | REVIEW: |
| | 1) 1803.1.3 EXCAVATION FOR ANY PURPOSE S |
| | HALL NOT EXTEND WITHIN 1 FT OF THE |
| | ANGLE OF REPOSE OR NATURAL SLOPE OF THE |
| | SOIL UNDER ANY FOOTING OR FOUNDATION, |
| | UNLESS SUCH FOOTING OR FOUNDATION IS |
| | FIRST PROPERLY UNDERPINNED OR PROTECTED |
| | AGAINST SETTLEMENT. |
| | |
| | THE DETAIL PROVIDED BY BOTKIN ON |
| | SHEET S-5 DETAIL 13 DOESN'T INCLUDE THE |
| | 1'=0" BEFORE THE ANGLE OF REPOSE, WHEN |
| | THE 1'-0" IS INCLUDED THE PIPE IS 1'-0" |
| | HIGHER IN THE TRENCH! |
| | |
| | 2) PROVIDE NOC RECORDED WITH THE CLERK |
| | OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| | |
| | 3)FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | DISCREPANCIES: ARCH PLAN, THE FAMILY |
| | ROOM FLOOR ELEVATION, HALL 117 & CABANA |
| | ARE INDICATED AS A 10'-0" F.F. DOORS |
| | 6,7 & 8 INDICATE A SIX INCH DROP BUT |
| | DOOR # 10 IS MISSING THIS 6" DROP. |
| | |
| | THE SECOND ISSUE BETWEEN IN THIS SAME |
| | TERRACE FLOOR, ARCH PLANS INDICATE A |
| | 6" DROP WHERE AS THE STRUCTURAL PLAN |
| | INDICATE A 4" DROP W/ 2" SLOPE? |
| | |
| | 4) SHEET A-8 & A-11 EAST ELEVATION |
| | RE: GUARDRAILS 1026.5.1 TRUE GUARDRAILS |
| | FOR DWELLINGS, WITHIN INDIVIDUAL DWELL- |
| | ING UNITS OR GUEST ROOMS,AND IN RESIDENT |
| | IAL CARE/ ASSISTED LIVING OCCUPANCIES |
| | SHALL BE A MINIMUM OF 36" IN HEIGTH. |
| | |
| | 1015.1 GUARDRAILS SHALL FORM A VERTICAL |
| | PROTECTIVE BARRIER NOT LESS THAN 42" |
| | HIGH. |
| | |
| | GUARDRAILS ON THE EXTERIOR OF THE BUILD- |
| | ING DO NOT HAVE THE EXCEPTION THAT MAY |
| | BE TAKEN IN 1026.5.1. |
| | |
| | 5) 1606.5 COMPONENTS & CLADDING: |
| | INDICATE PRESSURE ZONES POSITIVE & |
| | NEGATIVE FOR (INTERIOR & END ZONES). |
| | INDICATE PRESSURES ON ELEVATIONS. |
| | |
| | BECAUSE THIS COMMENT WAS NOT ANSWERED |
| | THE PRODUCT TESTING REPORTS CAN NOT BE |
| | EVALUATED!!!!! |
| | |
| | PROVIDE (2) COPIES OF ALL PRODUCT TEST- |
| | ING REPORTS. |
| | |
| | 6)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. |
| | |
| | 7) 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. THIS INFORMATION IS |
| | SUPPLIED BY THE CONTRACTOR USUALLY! |
| | MISSING REPORTS: |
| | A) GARAGE DOORS OVERHEAD, HIGHLIGHT AS |
| | TO WHICH DOOR THAT WILL BE SELECTED |
| | WITH THE APPROPRIATE DESIGN LOADS. |
| | B) SWING DOORS GLAZED & SOLID |
| | MISSINGTHE SOLID EXTERIOR DOOR |
| | REPORTS. EXAMPLE DOOR 15 OR 18 |
| | C) WINDOWS, CASEMENT, FIXED, OR THE |
| | LEADED GLASS. |
| | A SEPERATE SHEET IS PROVIDED WITH |
| | ALL OF THE MARVIN WINDOWS & DOORS. |
| | SEPERATE NOA (NOTICE OF ACCEPTANCE) |
| | WILL BE REQUIRED FOR EACH APPLICA- |
| | TION, PROVIDE (2) COPIES PLEASE. |
| | D) MULLION: BOTH VERTICAL AND HORIZON- |
| | TAL APPLICATIONS REQUIRED. |
| | E) STORM SHUTTERS IF THE PRODUCT TEST- |
| | ING REPORTS HAVEN'T RECEIVED APPROV- |
| | AL FOR LARGE MISSLE IMPACT TESTING. |
| | |
| | 8)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. |
| | |
| | 9)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. |
| | |
| | 10)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. |
| | |
| | 11)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. SEE ATTACHMENT IF REQUIRED. |
| | |
| | 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 |
