| Date |
Text |
| 2003-01-02 00:00:00 | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 02120407 |
| | ADD: 1225 OMAR RD |
| | CONT: LCI CONSTRUCTION |
| | TEL: (561)659-5111 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1)ALL INFORMATION, DRAWINGS, SPECIF- |
| | ICATIONS AND ACCOMPANYING DATA SHALL |
| | BEAR THE NAME AND SIGNATURE OF THE |
| | PERSON RESPONSIBLE FOR THE DESIGN. |
| | CITY AMENDMENTS 104.2.1 |
| | |
| | 2) 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 |
| | FL S.S.481.229 LICENSURE WHEN REQUIRED |
| | (C) COMMERCIAL BUILDINGS WITH A BUILDING |
| | VALUE GREATER THAN $25,000.00. |
| | |
| | 3)FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | MISSING FLOOR PLAN OF REMODELED BUIULD- |
| | ING SHOWING USAGE OF ROOMS, EGRESS ETC. |
| | |
| | 4) IS THIS A SINGLE TENANT OCCUPANCY? |
| | TABLE 704.1 OCCUPANCY SEPERATION |
| | REQUIREMENTS; |
| | |
| | 5) TABLE 803.3 MINIMUM INTERIOR FINISH |
| | CLASSIFICATION; PROVIDE INFORMATION |
| | BASED ON INTERIOR FINISH REQUIREMENTS |
| | BASED ON OCCUPANCY |
| | |
| | 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. SHOW HANDICAPPED RESTROOMS. |
| | |
| | 7)11-4.1.2 VERTICAL ACCESSIBILITY, |
| | NOTHING IN THIS CODE SHALL BE CONSTRUED |
| | TO RELIEVE THE OWNER OF ANY BUILDING, |
| | SSTRUCTURE OR FACILITY FROM THE DUTY TO |
| | PROVIDE VERTICAL ACCESSIBILITY TO ALL |
| | LEVELS ABOVE OR BELOW THE OCCUPIAABLE |
| | GRADE LEVEL. |
| | |
| | 8)11-4.13.6 MANEUVERING CLEARENCES |
| | AT DOORS. MINIMUM MANEUVERING CLEARENCES |
| | AT DOORS THAT ARE NOT AUTOMATIC OR |
| | POWER-ASSISTED SHALL BE AS SHOWN IN |
| | FIG. 25. THE FLOOR OR GROUND AREA WITH |
| | IN THE REQUIRED CLEARENCES SHALL BE |
| | CLEAR & LEVEL. |
| | |
| | 9)11.4.3.11AREAS OF RESCUE ASSISTANCE |
| | INDICATE LOCATION AND CONSTRUCTION TYPE |
| | FOR AREAS OF REFUGE, INDICATE ON PLAN |
| | WHICH CASE USED (1-7).SPRINKLER BUILD? |
| | |
| | 10) FIGURE 1606 WIND-BORNE DEBRIS |
| | REGION; INDICATES THAT W.P.B. CITY OF IS |
| | LOCATED IN THE 140 MPH ZONE. PLANS ARE |
| | TO INDICATE THIS. |
| | |
| | 11) FL. BLD CODE 1606.1.7 THE FOLLOWING |
| | INFORMATION RELATED TO WIND SHALL BE |
| | SHOWN ON THE CONSTRUCTION DRAWINGS, |
| | 1)- BASIC WIND SPEED, MPH |
| | 2)- WIND IMPORTANCE FACTOR, & BUILDING |
| | CATEGORY |
| | 3)- WIND EXPOSURE |
| | 4)- INTERNAL PRESSURE COEFFICIENT, |
| | 5)- COMPONENTS & CLADDING, THE DESIGN |
| | WIND PRESSURES IN TERMS OF PSF. |
| | |
| | 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. |
| | |
| | 121)L 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) WINDOWS |
| | B)MULLIONS? |
| | |
| | 13)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. |
| | |
| | 15) 1606.4.4 ANCHOR METHODS. PROVIDE |
| | INFORMATION FOR INSTALLATION OF DOOR |
| | AND WINDOW BUCKS. |
| | |
| | 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. IF EXTERIOR DOORS OTHER |
| | THAN GLAZED DOORS ARE REPLACED! |
| | |
| | 17) 1707.4.4.1 ANCHOR REQUIREMENTS: |
| | WINDOW & DOOR ASSEMBLIES SHALL BE ANCHOR |
| | ED IN ACCORDANCE WITH THE PUBLISHED |
| | MANUFACTURER'S RECOMMENDATIONS TO |
| | ACHIEVE THEDESIGN PRESSURE SPECIFIED. |
| | SUBSTITUTE ANCHORING SYSTEM USED FOR |
| | THE SUBSTRATE NOT SPECIFIED BY THE |
| | FENESTRATION MANUFACTURER SHALL PROVIDE |
| | EQUAL OR GREATER ANCHORING AS DEMONSTRA- |
| | TED BY ACCEPTED ENGINEERING PRACTICES. |
| | |
| | 19) PLANS ARE NOT AS BUILTS THE TERM"AS |
| | BUILTS" REFERS TO A PERMITED JOB WITH |
| | REVISIONS SUBMITTED, THE FINAL PLAN WITH |
| | ALL REVISIONS SHOWN ON ONE PLAN " AS |
| | BUILT". |
| | |
| | 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 |
