| Date |
Text |
| 2003-01-07 00:00:00 | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 02111908 |
| | ADD: 1805 OKEECHOBEE ROAD |
| | CONT:GLOBAL CONSTRUCTION |
| | TEL: (954)971-9500 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1) THE CORRECT ADDRESS FOR THIS BUILDING |
| | IS 1805 OKEECHOBEE ROAD, THERE IS NO |
| | OLD OKEECHOBEE RD IN THE CITY, THIS IS |
| | NAME OF THE SAME ROAD LOCATED IN THE |
| | COUNTY. IF GIVEN THIS TO 911 RESPONCE |
| | THEY MAY RESPOND IN THE COUNTY! |
| | |
| | 2) 105.3 ADMINISTRATIVE CODE- RESIDENT |
| | INSPECTOR PROGRAM REQUIRED. (5) FOR |
| | BUILDINGS GREATER THAN 20,000 SQ FT. |
| | CONTACT DON NEELY DIRECTOR OF RESIDENT |
| | INSPECTOR PROGRAM. |
| | WHEN SUBMITTING DOCUMENTS FOR PUBLIC |
| | RECORD, 3 DOCUMENTS WILL BE REQUIRED. |
| | PLANS, ENGINEERING REPORTS, PRODUCT |
| | APPROVALS, SHOP DRAWINGS OR SUBMITTALS, |
| | ETC... |
| | |
| | 3) PROVIDE NOC RECORDED WITH THE CLERK |
| | OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| | |
| | 4) FL BLD CODE 1804.2.2 QUESTIONABLE |
| | SOILS, WHERE THE BEARING CAPACITY IS |
| | NOT DEFINETLY KNOWN OR IS IN QUESTION. |
| | |
| | |
| | 5) SITE STATISTICS: COMMENT: 503.4 VS |
| | TABLE 600. 503.4 UNLIMITED AREA WHEN AN |
| | AUTOMATIC EXTINGUISHING SYSTEM IS USED |
| | & ACCOMPANIED BY 60' OPEN SPACE AROUND |
| | BUILDING, THIS BUILDING DOESN'T QUALIFY |
| | UNDER THE 60' OPEN SPACE. THE BUILDING |
| | FRONTAGE CAN ONLY BE TAKEN TO THE CENTER |
| | LINE OF THE ROAD! |
| | TABLE 500 FOR A TYPE IV BLDG. 1HR. |
| | PRO. FULLY SPRINKLERED DOES QUALIFY THE |
| | BLDG TO : |
| | A) FACTORY/ INDUSTRIAL94,500 SQ FT |
| | B) STORAGE 72,000 W/ AREA INCREASES |
| | 100% UNSPR AREA= 96,000 SQ FT. |
| | |
| | THE PLANS HAVE NO INFORMATION FOR THE |
| | FIRE SPRINKLER SYSTEM, IS THERE GOING TO |
| | BE ONE? PLEASE PROVIDE ADD INFORMATION. |
| | FIRE SPRINKLER PLANS TO BE ENGINEERED, |
| | SIGNED,SEALED & DATED. 3 SETS PRIOR TO |
| | ISSUANCE OF THIS PERMIT. 903.1. |
| | |
| | 6)11-4.1.3(1) AT LEAST ONE ACCESSIBLE |
| | ROUTTE COMPLYING WITH 11-4.3 SHALL |
| | CONNECT ACCESSIBLE BUILDING OR FACILITY |
| | ENETRANCES WITH ALL ACCESSIBLE SPACES |
| | AND ELEMENTS WITHIN THE BUILDING OR |
| | FACILITY. |
| | PLANS INDICATE MULTIPLE TENANTS SUCH |
| | AS 1873, 1877, 1889 & 1893 WITHOUT |
| | ACCESSIBLE ENTRANCES? |
| | |
| | 7) 1007.5.5 HANDRAILS SHALL EXTEND @ |
| | LEAST 12" HORIZONTALLY BEYOND THE TOP |
| | RISER OF A FLIGHT OF STAIRS. SEE A-10, |
| | DETAIL 3. |
| | |
| | 8) SHEET A-9 DETAIL 2 CURRENTLY MEETS |
| | CODE SINCE IT IS NOT A REQUIRED MEANS OF |
| | EGRESS. IF AT TENANT FIT UP THIS IS THE |
| | ONLY MEANS OF EGRESS THEN THE EXCEPTION |
| | #1 WILL NOT COMPLY. |
| | |
| | 9) PLEASE PROVIDE DETAILS FOR 1 HR RAT- |
| | ING FOR BEAMS, GIRDERS, ROOF FRAMING |
| | (BAR JOIST) TABLE 600- 1 HR PROTECTED. |
| | |
| | 10) FIRE DISTRICT 102.2.4 ROOF COVERINGS |
| | MUST BE A "A OR B" ROOF COVERING SUMIT |
| | MANUFACTURES SPEC. |
| | |
| | 11)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. |
| | |
| | 12)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) SWING DOORS, GLAZED, SOLID & LOUVERS |
| | B) OVERHEAD GARAGE DOORS |
| | C) WINDOWS |
| | D) VERTICAL & HORIZONTAL MULLIONS |
| | E) ROOFING ASSEMBLIES |
| | F) SKYLIGHTS |
| | |
| | 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. |
| | |
| | 13) 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. |
| | |
| | 14) 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. |
| | |
| | 15)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. |
| | |
| | 16)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. |
| | |
| | 17) 103.6 COUNTY ADMINISTRATIVE CODE: |
| | 1606.1.4 & 1707.1.4, CITY STANDARD(13) |
| | IN ORDER TO ASSURE THE SECURING OF SHUT- |
| | TERS ON LARGE BUILDINGS, A PRE-STORM |
| | PREPARATION PLANS MUST BE SUBMITTED BY |
| | THE PROPERTY OWNER OR MANAGING AGENTS |
| | FOR REVIEW BY THE CONSTRUCTION SERVICES |
| | DEPARTMENT. ANY SUCH PLAN SHALL INCLUDE |
| | AT A MINIMUM, ON SITE LOCATION FOR |
| | STORM SHUTTERS, PARTY RESPONSIBLE FOR |
| | THE SECURING THE SHUTTERS (SAID PARTIES |
| | MUST BE LOCATED IN PALM BEACH COUNTY), |
| | TOTAL NUMBER OF OPENINGS TO BE PROTECTED |
| | AND THE TOTAL TIME REQUIRED TO SECURE |
| | ALL OPENINGS. PROTECTION OF OPENINGS |
| | SHALL BE ACCOMPLISHED WITHIN 12 HRS. |
| | OR LESS OF THE OFFICIAL NOTIFICATION BY |
| | THE NATIONAL WEATHER SERVICE OF A |
| | HURRICANE WATCH. |
| | |
| | 18) 1504.1 ROOFING: INSULATION/ FASTEN- |
| | ING SCHEDULE WILL REQUIRE WINDLOADS/ |
| | WIND REISTANCE TESTING FOR WIND ZONE. |
| | |
| | 19) STRUCTURAL STEEL SHOP DRAWINGS ARE |
| | TO BE REVIEWED BY THE ENGINEER OF RECORD |
| | BEFORE THE SUBMITTAL TO THE BUILDING |
| | DEPARTMENT. |
| | |
| | 20) FL BLDG 1909.3 (EXEPTION# 2) |
| | CONCRETE SLABS ON GRADE CONTAINING 6X6/ |
| | W1.4XW1.4 WELDED WIRE REINFORCEMENT |
| | FABRIC LOCATED IN THE MIDDLE TO THE |
| | UPPER 1/3RD OF THE SLAB SHALL BE SUP- |
| | PORTED BY APPROVED MATERIALS OR SUPPORTS |
| | AT SPACING NOT TO EXCEED 3 FT OR IN |
| | ACCORDANCE WITH MANUFACTURER'S SPEC. |
| | |
| | 21)2504.2.2 INSTALLATION OF EXTERIOR |
| | LATHING AND FRAMING SHALL COMPLY WITH |
| | ASTM C-1063. |
| | |
| | 22)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 |
