| Date |
Text |
| 2002-07-22 00:00:00 | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 02060115 |
| | ADD: 1703 LAKE AV |
| | CONT: PLAN REVIEW/ WOOLEM INC |
| | TEL: (561)835-0401 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | |
| | 1) 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 |
| | ENGINEER SHALL SIGN/ SEAL ALL PLANS. |
| | |
| | 2)704.2.1.4 CORRIDOR PARTITIONS, SMOKE |
| | STOP PARTITIONS, HORIZONTAL EXIT PART- |
| | ITIONS, EXIT ENCLOSURES, AND FIRE |
| | RATED WALLS REQUIRED TO HAVE PROTECTED |
| | OPENINGS SHALL BE EFFECTIVELY AND |
| | PERMANETLY IDENTIFIED WITH SIGNS OR |
| | STENCILING IN A MANNER ACCEPTABLE TO THE |
| | AUTHORITY HAVING JURISDICTION. SUCH IDEN |
| | TIFICATION SHALL BE ABOVE ANY DECORATIVE |
| | CEILING CEILING AND IN CONCEALED SPACES. |
| | SUGGESTED WORDING" FIRE & SMOKE BARRIER |
| | PROTECT ALL OPENINGS". |
| | |
| | 3) SEE TABLE FOR FIRE RESISTANCE RATING |
| | FOR EXIT ACCESS CORRIDORS T 704.2.4. |
| | |
| | 4) TABLE 803.3 MINIMUM INTERIOR FINISH |
| | CLASSIFICATION; PROVIDE INFORMATION |
| | BASED ON INTERIOR FINISH REQUIREMENTS |
| | BASED ON OCCUPANCY |
| | |
| | 5)1006.1.3.1 PENETRATIONS INTO AND |
| | THROUGH A STAIRWAY ENCLOSURE ASSEMBLY |
| | ARE PROHIBITED EXCEPT FOR REQUIRED EXIT |
| | DOORS, DUCTWORK AND EQUIPMENT NECESSARY |
| | FOR THE INDEPENDENT STAIR PRESSURIZATION |
| | SPRINKLER PIPING, STANDPIPES AND ELECTRI |
| | CALCONDUIT SERVING THE STAIRWAY AND |
| | TERMINATING AT A STEEL BOX NOT EXCEEDING |
| | 16 SQ IN. SUCH PENETRATIONS SHALL BE PRO |
| | TECTED IN ACCORDANCE WITH 705.4. SHEET |
| | P2.1 STAIR #1 SECOND FLOOR, 4" RWL. |
| | 1006.1.4 THERE SHALL BE NO ENCLOSED |
| | USEABLE SPACE WITHIN AN EXIT ENCLOSUE, |
| | INCLUDING UNDER STAIRS. |
| | |
| | 6)1006.1.3.2. EXTERIOR WALLS OF AN |
| | ENCLOSED STAIRWAY SHALL COMPLY WITH THE |
| | REQUIREMENTS OF TABLE 600 FOR EXTERIOR |
| | WALLS. WHERE NON RATED WALLS OR UNPROTEC |
| | TED OPENINGS ARE TO BE USED TO ENCLOSE |
| | THE EXTERIOR OF THE STAIRWAY, THE BUILD- |
| | ING ENCLOSURE WALLS WITHIN 10 FT HORIZON |
| | TALLY OF THE NONRATED WALL OR UNPROTECT- |
| | ED OPENING SHALL BE REQUIRED FOR THE |
| | STAIRWAY ENCLOSURES, INCLUDING OPENING |
| | PROTECTIVES, BUT NEED NOT EXCEED 1-HR |
| | FIRE RESISTANCE WITH 3/4 HR OPENING |
| | PROTECTIVE. THIS CONSTRUCTION SHALL |
| | EXTEND VERTICALLY 10 FT ABOVE THE TOP |
| | MOST LANDING OR TO THE ROOF LINE. SEE |
| | ATTACHMENT CODE COMMENTARY. |
| | |
| | 7)1005.4 EMERGENCY ESCAPE AND RESCUE |
| | OPENINGS, |
| | (2) EVERY ROOM OR SPACE GREATER THAN |
| | 250 FT USED FOR CLASSROOM OR OTHER ED- |
| | UCATIONAL PURPOSES OR NORMALLY SUBJECT |
| | TO STUDENT OCCUPANCY, AND EVERY ROOM |
| | SUBJECT TO CLIENT OCCUPNCY SHALL NOT |
| | HAVE NOT LESS THAN ONE OUTSIDE WINDOW |
| | FOR EMERGENCY RESCUE,SEE EXCEPTIONS ALSO |
| | |
| | 8)11-4.1.3(3) GROUND & FLOOR SURFACES |
| | ALONG ACCESSIBLE ROUTES & IN ACCESSIBLE |
| | ROOMS & SPACES SHALL COMPLY WITH |
| | 11-4.5. SEE ADDAAG A4.5.1 (GUIDELINE) |
| | A STATIC COEFFICIENT OF FRICTION OF 0.6 |
| | IS RECOMENDED FOR ACCESSIBLE ROUTES |
| | AND 0.8 FOR RAMPS. |
| | |
| | 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). STAIRWAY #1. |
| | |
| | 10)11-4.3.11.2 STAIRWAY WIDTH, EACH |
| | STAIRWAY ADJACENT TO AN AREA OF RESCUE |
| | SHALL HAVE A MINIMUM CLEAR WIDTH OF |
| | 48" BETWEEN HANDRAILS. |
| | |
| | 11) 1204.2 SURROUNDING MATERIALS; |
| | THE WALLS & FLOORS OF ALL PUBLIC REST- |
| | ROOMS SHALL BE LINED WITH NONABSORBANT |
| | MATERIALS TO A HEIGTH OF 4'-0" ABOVE THE |
| | FLOOR. |
| | |
| | 12)PROVIDE ENERGY CALCULATIONS AND |
| | EQUIPMENT SIZING CALCULATIONS (MANUAL J) |
| | AS REQUIRED BY THE 2001 FLORIDA ENERGY |
| | EFFICIENTCY CODE FOR BUILDING CONSTRUC- |
| | TION. |
| | |
| | 13) 1503.4.4 PROTECTION AGAINST DECAY & |
| | TERMITES. CONDENSATE LINES & ROOF DOWN |
| | SPOUTS SHALL DISCHARGE AT LEAST 1 FT. |
| | AWAY FROM THE STRUCTURE SIDEWALL, |
| | WHETHER BY UNDERGROUND PIPING, TAIL EX- |
| | TENSIONS, OR SPLASH BLOCKS. |
| | |
| | 14)1511.7 ROOF MOUNTED MECHANICAL UNIT |
| | S SHALL BE MOUNTED ON CURBS RAISED A |
| | MINIMUM OF 8 INCHES ABOVE THE ROOF SUR- |
| | FACE, OR WHERE ROOFING MATERIALS EXTEND |
| | BENEATH THE UNIT, ON RAISED EQUIPMENT |
| | SUPPORTS PROVIDING A MINIMUM CLEARENCE |
| | HEIGTH IN ACCORDANCE WITH TABLE 1511.7. |
| | |
| | 15) 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. |
| | MISSING #4 INTERNAL PRESSURE COEFFICIENT |
| | |
| | 16)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) WINDOWS |
| | B) MULLIONS |
| | C) DOORS |
| | D) ROOFING ASSEMBLIES + HATCH |
| | E) STORM SHUTTERS |
| | |
| | 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. |
| | |
| | 18) 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. |
| | |
| | |
| | 19) 1606.4.4 ANCHOR METHODS. PROVIDE |
| | INFORMATION FOR INSTALLATION OF DOOR |
| | AND WINDOW BUCKS. |
| | |
| | 20) 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. |
| | |
| | 21)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. |
| | |
| | 22)FL BLD CODE 1804.2.2 QUESTIONABLE |
| | SOILS, WHERE THE BEARING CAPACITY IS |
| | NOT DEFINETLY KNOWN OR IS IN QUESTION. |
| | MISSING REPORT PEICO 4/24/02. |
| | |
| | 23)1814.2.4 WALL & FLOOR JOINTS AND |
| | PENETRATIONS SHALL BE MADE WATER TIGHT |
| | USING APPROVED METHODS & MATERIALS. |
| | |
| | 24) 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. |
| | |
| | 25) 1021.2.1. EDUCATION. ROOMS USEDE FOR |
| | FIRST GRADE CHILDREN AND YOUNGER SHALL |
| | BE LOCATED ON THE FLOOR OF EXIT DIS- |
| | CHARGE. |
| | |
| | 26) 1021.4 DOORS THAT SWING INTO AN EXIT |
| | ACCESS CORRIDOR SHALL BE RECESSED TO |
| | PREVENT INTERFERENCE WITH CORRIDOR TRAF- |
| | FIC; ANY DOORS NOT RECESSED SHALL OPEN |
| | 180 DEGREES TO STOP AGAINST THE WALL. |
| | DOORS IN ANY POSITION SHALL NOT REDUCE |
| | THE REQUIRED CORRIDOR WIDTH BY MORE |
| | THAN ONE HALF. |
| | |
| | 27) TABLE 1004 EDUCATION: THE MINIMUM |
| | CORRIDOR WIDTH 72". |
| | |
| | BEFORE A PERMIT TO CONSTRUCT CAN BE |
| | ISSUED, IMPACT FEES MUST BE PAID TO PALM |
| | BEACH CO.,THE PERMIT PLANS STAMPED BY |
| | THEM AND THE RECEIPT ATTACHED TO THE |
| | PERMIT APPLICATION. |
| | |
| | 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 |
