2002-10-29 00:00:00 | |
| BUILDING PLAN REVIEW |
| PERMIT: 02090718 |
| ADD: 1222 OMAR ROAD |
| CONT: ROBERT TURSO |
| TEL: (561)439-7326 |
| FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| |
| NOTE: FIRE ZONE SEE AMENDMENTS FOR BUILD |
| INGS LOCATED IN A FIRE ZONE. |
| |
| 1) PROVIDE 2 CURRENT COPIES OF SIGNED & |
| SEALED SURVEYS WITH PROPOSED IMPROVEMENT |
| TO BE COMPLETED. |
| |
| 2) 104.2.2 ADDITIONAL INFORMATION |
| REQUIRED, DISCREPANCY, SHEET 1 FLOOR |
| PLAN VS ELEVATIONS. MISSING INFORMATION |
| FOR ROOFED OVER AREA SHEET 1? |
| |
| 3) WHAT TYPE CONSTRUCTION? V, IV? |
| TABLE 600 ISSUES,SEE OPEN AREAS |
| TYPE V CONSTRUCTION |
| 0-3' ZERO % OPENINGS, 3 HR RATED WALL |
| SEE 704.5 FOR REQUIRED PARPETS |
| OVER 3'-10', 2HR RATED WALL, 10% ALLOWED |
| OPENINGS |
| TYPE IV CONSTRUCTION |
| 0'-3', ZERO% OPENINGS,1 HR UNPRO |
| 0'-3', ZERO % OPENINGS,2 HR 1 HR PRO |
| OVER 3'-10' 10 % OPENINGS 1 HR WALL |
| |
| 4) BEFORE ISSUANCE STRUCTURAL DRAWINGS |
| FOR METAL BLDG, CALS BY ENGINEER SIGNED |
| & SEALED. |
| |
| 5)106.4.2 STORAGE & FACTORY- INDUS- |
| TRIAL OCCUPANCIES. IT SHALL BE THE |
| RESPONSIBILITY OF THE OWNER, AGENT, |
| PROPIETOR OR OCCUPANT OF GROUP S AND |
| GROUP F OCCUPANCIES, OR ANY OCCUPANCY |
| WHERE EXCESSIVE FLOOR LOADING IS LIKELY |
| TO OCCUR, TO EMPLOY A COMPETENT ARCHI- |
| TECT OR ENGINEER IN COMPUTING THE SAFE |
| FLOOR LOAD CAPACITY. ALL SUCH COMPUTA- |
| TIONS SHALL BE ACCOMPANIED BY AN AFFA- |
| DAVIT FROM THE ARCHITECT OR ENGINEER |
| STATING THE SAFE ALLOWABLE FLOOR LOADS |
| ON EACH FLOOR IN POUNDS PER SQ FT.THE |
| COMPUTATIONS & AFFADAVIT SHALL BE FILED |
| AS A PERMANENT RECORD OF THE BLDG DEPT. |
| |
| 6)106.4.3.SIGNS REQUIRED. IN EVERY |
| BUILDING OR PART OF A BUILDING USED FOR |
| STORAGE, INDUSTRIAL OR HAZARDOUS PUR- |
| POSES, THE SAFE FLOOR LOADS, AS REVIEWED |
| BY THE BUILDING OFFICIAL ON THE PLAN, |
| SHALL BE MARKED ON PLATES OF APPROVED DE |
| SIGN WHICH SHALL BE SUPPLIED & SECURELY |
| AFFIXED BY THE OWNER OF THE BUILDING IN |
| A CONSPICUOUS PLACE IN EACH STORY TO |
| WHICH THEY RELATE. SUCH PLATES SHALL NOT |
| BE REMOVEDOR DEFACED, & IF LOST, |
| REMOVED THE OWNER OF THE BUILDING SHALL |
| REPLACE THEM. |
| |
| 7) TABLE 1604.1 LIVE LOADS INDICATE |
| IF 2ND FLOOR LOADS ARE 125/250 SQ FT. |
| |
| 8) TABLE 803.3 MINIMUM INTERIOR FINISH |
| CLASSIFICATION; PROVIDE INFORMATION |
| BASED ON INTERIOR FINISH REQUIREMENTS |
| BASED ON OCCUPANCY |
| |
| 9)1007.5.1 STAIRS WITH A MINIMUM OF |
| 4 RISERS SHALL BE EQUIPPED WITH HAND- |
| RAILS LOCATED NO LESS THAN 34" NOR MORE |
| THAN 38" ABOVE THE LEADING EDGE OF A |
| TREAD. ADDITIONAL INFORMATION ON STAIRS |
| AND GUARDRAIL/ HANDRAIL. |
| 10) |
| 1608.2.3 THE GUARDRAIL SYSTEM SHALL |
| BE DESIGNED AND CONSTRUCTED TO RESIST A |
| 200 LB CONCENTRATED HORIZONTAL LOAD |
| APPLIED ON A 1 SQ FT AREA AT ANY POINT |
| IN THE SYSTEM INCLUDING INTERMEDIATE |
| RAILS OR OTHER ELEMENTS SERVING THIS |
| PURPOSE. |
| |
| 11) 1006.1.1 EXIT STAIRS BETWEEN FLOORS |
| SHALL BE ENCLOSED IN OR SEPERATED BY |
| FIRE RESISTANT CONSTRUCTION IN ACCORD- |
| ANCE WITH 705.2 & 705.1.2. THE 2ND FLOOR |
| STORAGE AREA IS A TRUE 2ND FLOOR AND NOT |
| A MEZZANINE! |
| IS THERE A WALL ON THE 2ND STORY |
| SEPERATING THE STORAGE AREA FROM THE |
| GARAGE WORKSHOP?WHAT TYPE OF WORK WILL |
| OCCUR IN THE GARAGE WORKSHOP? |
| |
| 12)PROVIDE ENERGY CALCULATIONS AND |
| EQUIPMENT SIZING CALCULATIONS (MANUAL J) |
| AS REQUIRED BY THE 2001 FLORIDA ENERGY |
| EFFICIENTCY CODE FOR BUILDING CONSTRUC- |
| TION. |
| |
| 13)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. |
| |
| 14)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) DOORS SWING/ OVERHEAD GARAGE DOORS |
| C) ROOFING MATERIALS |
| D) STORM PANELS/ KEY PLAN/ ANCHOR |
| SCHEDULE |
| |
| 15) ARE WINDOWS ELIMINATED IN THE 1ST |
| FLOOR OFFICE AND RESTROOMS? THEY ARE NOT |
| SHOWN ON 1ST FLOOR PLAN. |
| |
| 16) 1606.4.4 ANCHOR METHODS. PROVIDE |
| INFORMATION FOR INSTALLATION OF DOOR |
| AND WINDOW BUCKS. |
| |
| 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. |
| |
| 18) 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. |
| |
| 19)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 |