| Date |
Text |
| 2002-11-21 00:00:00 | BUILDING DENIED |
| | |
| | 1) IMPACT FEES MUST BE PAID TO PALM |
| | BEACH COUNTY, PLANS STAMPED BY THEM AND |
| | COPY OF RECEIPT SUBMITTED TO CITY OF |
| | WEST PALM BEACH BUILDING DEPARTMENT, |
| | BEFORE A BUILDING PERMIT CAN BE ISSUED. |
| | |
| | 2) A RECORDED COPY OF THE NOTICE OF |
| | COMMENCEMENT MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 3) PLEASE REVISE PLAN NOTE #11 ON C1, |
| | HURRICANE SHUTTERS ARE REQUIRED IN THE |
| | CITY OF WPB AND IT IS NOT IN A HVHZ. |
| | |
| | 4) PLEASE REVISE FRAMING NOTE #15 ON C1, |
| | ASTM C 1063 REQUIRES 3/8" RIB METAL LATH |
| | TO BE FASTENED AT EACH RIB (4"). |
| | |
| | 5)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. |
| | INDICATE THE INTERNAL PRESSURE |
| | COEFFICIENT ON THE PLANS (+ OR - .18 FOR |
| | ENCLOSED STRUCTURES). |
| | |
| | 6) THE LINES INDICATING THE FOOTINGS FOR |
| | THE THREE COLUMNS AT THE COVERED PATIO |
| | ARE NOT SHOWN ON A2. |
| | |
| | 7) THE F8 FOOTING AT THE COVERED ENTRY |
| | APPEARS TO HAVE DIFFERENT DIMENSIONS |
| | THAN THE ONES LISTED IN THE FOOTING |
| | SCHEDULE. PLEASE CLARIFY. |
| | |
| | 8) THE DIMENSIONS IN THE FOOTING |
| | SCHEDULE FOR THE F3 FOOTING FOR THE |
| | STEEL COLUMN AT THE FOYER DO NOT APPEAR |
| | TO BE CORRECT. PLEASE CLARIFY. |
| | |
| | 9) SPECIFY ACCESS TO ATTIC SPACE AS |
| | REQUIRED BY FBC SECTION 2309.6. |
| | |
| | 10) PROVIDE ENGINEERING FOR BUTT GLASS |
| | AS REQUIRED BY FBC 2406.2. |
| | |
| | 11) PROVIDE A FULL BATH ROOM WITH A DOOR |
| | THAT HAS A 29" CLEAR OPENING AS REQUIRED |
| | BY FBC 11-4.23.2. |
| | |
| | 12) INDICATE THE POSITIVE AND NEGATIVE |
| | WINDLOAD PRESSURES FOR ALL EXTERIOR |
| | OPENINGS. |
| | |
| | 13) REVISE THE TYPICAL WALL SECTION ON |
| | A5 TO INDICATE THE FINISH FLOOR |
| | ELEVATION TO BE A MINIMUM OF 4" ABOVE |
| | FINAL GRADE AS REQUIRED BY CITY OF WPB |
| | AMENDMENTS TO FBC 1804.1.7. THE 6" MIN. |
| | LISTED WILL NOT PROVIDE THE MIN. 12" |
| | BELOW GRADE TO BOTTOM OF FOOTING WITH |
| | 16" DEEP FOOTINGS. |
| | |
| | 14) SPECIFY THE MINIMUM REQUIRED EMBED |
| | DEPTH FOR THE 1/2" ANCHOR BOLTS USED TO |
| | FASTEN THE GARAGE DOOR BUCKS ON A5. |
| | |
| | 15) PLEASE REVIEW THE BOND BEAM OVER THE |
| | THE OPENING FOR THE BUTT GLASS. THE |
| | (BB1) 8X8 WITH ONE #5 DOES NOT APPEAR TO |
| | BE ADEQUATE. PLEASE PROVIDE COMPLETE |
| | ENGINEERED STRUCTURAL ANALYSIS OF THIS |
| | BEAM. |
| | |
| | 16) CONNECTION DETAIL 16 ON A6 AT HIS |
| | W.I.CLOSET IS INDICATED AT THE WRONG |
| | LOCATION. IT IS NOT INDICATED AT THE |
| | GIRDER TRUSS. ALSO, REVIEW LOCATION OF |
| | VERTICAL REINFORCEMENT AT THIS LOCATION. |
| | |
| | 17) NO DETAIL IS GIVEN FOR TAG 17 ON A6. |
| | |
| | 18) THE WRONG CONNECTION DETAIL IS GIVEN |
| | FOR THE GIRDER AT THE COVERED ENTRY. |
| | 10 ON A6 IS NOT CORRECT. |
| | |
| | 19) THE TAG FOR DETAIL 1 ON A6 IS SHOWN |
| | AT THE WRONG LOCATION ON THE COVERED |
| | PORCH. |
| | |
| | 20) NO TAG AND DETAIL IS INDICATED FOR |
| | THE CONNECTOR AT THE EXTERIOR WALL |
| | BETWEEN DINING ROOM AND KITCHEN FOR THE |
| | GIRDER. NOTE ON A7 REFERS TO DETAIL ON |
| | A6. |
| | |
| | 21) INDICATE ON THE PLANS THE ROOF |
| | SHEATHING NAILING REQUIREMENTS AND ROOF |
| | ZONES AS REQUIRED BY CITY OF WPB |
| | AMENDMENTS TO FBC TABLE 2306.1. |
| | |
| | 22) PROVIDE (2) CURRENT AND COMPLETE |
| | COPIES OF SBCCI OR METRO-DADE PRODUCT |
| | APPROVALS FOR: |
| | - OUTSWING DOUBLE DOOR WITHOUT SIDELITES |
| | - OVERHEAD GARAGE DOORS (INFORMATION |
| | SUBMITTED IS NOT ACCEPTABLE) |
| | - OUTSWING SINGLE FRENCH DOOR |
| | - HORIZONTAL SLIDING WINDOW |
| | |
| | 23) IF NORANDEX PRODUCTS DO NOT HAVE |
| | SBCCI OR METRO-DADE PRODUCT APPROVALS, |
| | SITE SPECIFIC ENGINEERING IS REQUIRED. |
| | THE SITE SPECIFIC PRODUCT SUBMITTAL |
| | FORMS MUST HAVE THE WET SIGNATURE, |
| | EMBOSSED SEAL AND DATE OF THE ENGINEER |
| | CERTIFYING THE PRODUCT AND THE SAME IS |
| | REQUIRED FOR THE DESIGNER OF RECORD WHO |
| | IS CERTIFYING THAT THE PRODUCT IS |
| | APPROVED FOR INSTALLATION IN THE |
| | STRUCTURE. THE LOCATION OR SITE OF THE |
| | JOB IS REQUIRED TO BE ON THE FORM. THE |
| | SPECIFIC PRODUCTS THAT ARE BEING USED |
| | MUST BE LISTED ON THE FORMS AND SHOWN IN |
| | THE DRAWINGS OR AN ENGINEERED ANALYSIS |
| | FOR A DIFFERENT SIZE OR SHAPE BASED ON |
| | THE TESTED PRODUCT WILL BE REQUIRED. |
| | |
| | 24) THE ENERGY CALCULATION FORMS ARE |
| | REQUIRED TO BE SIGNED BY THE OWNER/AGENT |
| | |
| | 25) THE CONDITIONED FLOOR AREA LISTED ON |
| | THE ENERGY CALCULATIONS DOES NOT MATCH |
| | THE A/C FLOOR AREA GIVEN ON THE PLANS. |
| | PLEASE CORRECT. |
| | |
| | 26) THE FLOOD ZONE INFORMATION LISTED ON |
| | THE SURVEY IS NOT CORRECT. STRUCTURE IS |
| | IN A "B" FLOOD ZONE. PLEASE CORRECT. |
| | |
| | 27) PROVIDE AN INSTALLATION SCHEDULE AND |
| | A KEY PLAN FOR THE HURRICANE PANELS. |
| | |
| | PLEASE INSERT NEW SHEETS INTO PLANS AND |
| | REMOVE VOIDED ONES. RETURN VOIDED SHEETS |
| | ALONG WITH RESUB. THIS WILL HELP TO |
| | EXPEDITE THE PLAN REVIEW PROCESS. |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)659-8096 EXT.8202 |
