| Date |
Text |
| 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 |
