| Date |
Text |
| 2006-01-24 00:00:00 | DENIED |
| | (2ND REVIEW) |
| | |
| | 1)A RECORDED COPY OF THE NOTICE OF |
| | COMMENCEMENT MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 2) THE STRUCTURE IS LOCATED IN AN "AO" |
| | FLOOD ZONE. AN ELEVATION CERTIFICATE |
| | WILL BE REQUIRED. |
| | |
| | 3) ADDITIONAL PERMIT FEES ARE DUE. THE |
| | CALCULATED VALUE OF THE STRUCTURE IS |
| | $674,294.00. A WESTWARD EXPANSION FEE OF |
| | $550.00 PER UNIT IS ALSO REQUIRED. |
| | |
| | 4) THE SITE PLANS ARE REQUIRED WHICH |
| | SPECIFY THE DISTANCE TO ASSUMED PROPERTY |
| | LINES BETWEEN ADJACENT BUILDINGS LOCATED |
| | ON THE SAME LOT. THIS IS REQUIRED IN |
| | ORDER TO DETERMINE THE PERCENTAGE OF |
| | WALL AREA THAT IS ALLOWED AS OPENINGS BY |
| | FBC TABLE 600. |
| | |
| | 5) SHEETS A1 AND A9 REFERENCE THE 2004 |
| | FBC AND THE STRUCTURAL PLANS ARE ON THE |
| | 2001 FBC. THE PLANS WERE REVIEWED TO THE |
| | 2001 FLORIDA BUILDING CODE. PLEASE |
| | CORRECT THE CODE REFERENCE AND SECTIONS. |
| | |
| | 6) THE CONSTRUCTION TYPE SPECIFIED ON |
| | SHEET 4-A1 IS FROM THE 2004 FBC. SPECIFY |
| | THE CONSTRUCTION TYPE FROM THE 2001 FBC. |
| | |
| | 7)CONDOMINIUM V APARTMENTS.IF THE |
| | DWELLING UNITS ARE TO BE SOLD AS |
| | CONDOMINIUMS, A 'DECLARATION OF |
| | CONDOMINIUM' SHALL BE SUBMITTED TO THE |
| | STATE FOR APPROVAL, AND THEN RECORDED |
| | WITH THE CLERK OF THE COUNTY COURT.A |
| | RECORDED COPY SHALL BE SUBMITTED TO THE |
| | CITY FOR RECORDS, ADDRESSING PURPOSES, |
| | AND TO PALM BEACH COUNTY PROPERTY |
| | APPRAISER'S OFFICE PRIOR TO C.O. |
| | |
| | 8) FBC* 1804.2.2AREA OF QUESTIONABLE |
| | SOIL.SUBMIT A GEOTECHNICAL REPORT |
| | TO VERIFY THE SAFE BEARING CAPACITY OF |
| | THE SOIL. |
| | |
| | 9)UNDER STRUCTURAL DESIGN CRITERIA ON |
| | S5, THE CORRECT EDITIONS OF THE |
| | REFERENCE STANDARDS ARE ACI 318-02 AND |
| | ACI 530.1-02. PLEASE CORRECT. |
| | |
| | 10) SPECIFY THE METHOD OF TERMITE |
| | PROTECTION THAT WILL BE USED AS REQUIRED |
| | BY FBC 1816. |
| | |
| | 11)PRODUCT APPROVALS SUBMITTED |
| | WITH PERMIT APPLICATION AFTER OCTOBER 1, |
| | 2003 ARE REQUIRED TO COMPLY WITH THE |
| | FLORIDA PRODUCT APPROVAL SYSTEM. FOR |
| | INFORMATION PLEASE SEE THE STATE WEBSITE |
| | AT WWW.FLORIDABUILDING.ORG. PRODUCTS |
| | WITH STATEWIDE APPROVAL ARE REQUIRED TO |
| | BE SUBMITTED WITH A COVER SHEET THAT |
| | LISTS THE PRODUCT IDENTITY NUMBER FROM |
| | THE STATE. IF THE PRODUCT DOES NOT HAVE |
| | STATEWIDE APPROVAL, SUBMIT AN APPLICA- |
| | TION FOR LOCAL PRODUCT APPROVAL OR SITE |
| | SPECIFIC FORM PER RULE 9B-72. PLEASE |
| | SUBMIT THE FLORIDA PRODUCT APPROVAL |
| | COVERSHEET WITH THE APPROPRIATE FL # AND |
| | THE CORRESPONDING PRODUCT EVALUATION AND |
| | INSTALLATION INSTRUCTIONS AS LISTED WITH |
| | THE STATE ON THE PRODUCT APPROVAL |
| | WEBSITE. |
| | |
| | 12) SPECIFY HOW IMPACT PROTECTION WILL |
| | BE PROVIDED FOR THE GLAZED OPENINGS AS |
| | REQUIRED BY FBC 1606.1.4. ITEM #13 OF |
| | THE CITY OF WPB IMPLEMENTATION STANDARD |
| | FOR HURRICANE MISSLE IMPACT PROTECTION |
| | REQUIRES PRE-STORM PREPARATION PLANS TO |
| | BE SUBMITTED FOR REVIEW IF USING STORM |
| | SHUTTERS. A KEY PLAN, INSTALLATION |
| | SCHEDULE AND PRODUCT APPROVALS ARE ALSO |
| | REQUIRED. NOTE: STORM PANELS ARE NOT |
| | ALLOWED ABOVE THE FIRST FLOOR FOR THIS |
| | TYPE OF STRUCTURE AND OCCUPANCY. |
| | |
| | 13) SUBMIT THE EVALUATION REPORT AND |
| | INSTALLATION INSTRUCTIONS FROM NATIONAL |
| | ACCREDITATION ANS MANAGEMENT INSTITUTE |
| | FOR THE THERMA-TRU DOORS WITH FL # 1170. |
| | THE INFORMATION THAT WAS SUBMITTED TO |
| | THE STATE FOR STATE PRODUCT APPROVAL IS |
| | REQUIRED TO BE SUBMITTED WITH THE STATE |
| | COVER SHEET. |
| | |
| | 14) SUBMIT PRODUCT APPROVAL FOR THE |
| | SMALL (8' X 7') OVERHEAD GARAGE DOOR |
| | WHICH IS LESS THAN THE MINIMUM SIZE |
| | ALLOWED BY THE PRODUCT APPROVAL FOR THE |
| | LARGE DOOR THAT WAS SUBMITTED. |
| | |
| | 15) SUBMIT PRODUCT APPROVALS FOR THE |
| | TRUSS CONNECTORS. |
| | |
| | 16) THE ENGINEER IS REQUIRED TO SIGN HIS |
| | NAME TO THE PLANS HE SEALS PER FAC |
| | 61G15-23.002. PLEASE SUBMIT A NOTARIZED |
| | LETTER SIGNED, SEALED AND DATED BY THE |
| | ENGINEER ATTESTING HIS LEGAL SIGNATURE. |
| | |
| | 17) SUBMIT SIGNED AND SEALED TRUSS |
| | DRAWINGS AND LAYOUTS THAT HAVE BEEN |
| | REVIEWED AND APPROVED BY THE DESIGNER OF |
| | RECORD FOR THE STRUCTURE. |
| | |
| | 18) SUBMIT SHOP DRAWINGS FOR THE |
| | EXTERIOR GUARDRAILS. SPECIFY THE |
| | ATTACHMENTS TO THE STRUCTURE. |
| | |
| | 19) PROVIDE SHOP DRAWINGS WITH |
| | STRUCTURAL DETAILS FOR THE INTERIOR |
| | GUARDRAIL AT THE SECOND FLOOR STAIRWELL |
| | OPENING. |
| | |
| | 20) THE STRUCTURAL PLANS DO NOT SHOW THE |
| | ELEVATOR RECESSES OR THE ELEVATOR |
| | OPENINGS AT THE SECOND FLOOR. SUBMIT |
| | STRUCTURAL DETAILS FOR THESE AREAS. |
| | |
| | 21) PROVIDE STRUCTURAL DETAILS FOR THE |
| | INFILL FLOOR FRAMING AT THE ELEVATOR |
| | RECESSES AND OPENINGS WHEN THE CLOSET |
| | OPTION IS USED IN LEIU OF THE ELEVATOR. |
| | SEE DETAILS 6 AND 7 ON A11. |
| | |
| | 22) ON SHEET A7GL THE DOOR TO THE |
| | ELEVATOR HAS I.D. MARK #11 WHICH |
| | ACCORDING TO THE DOOR SCHEDULE ON A9 IS |
| | A 16' X 7' GARAGE DOOR. PLEASE CORRECT. |
| | |
| | 23) THE 16' X 7' GARAGE DOOR ON SHEETS |
| | A8GR AND A8GL HAVE THE WRONG ID MARKS. |
| | PLEASE CORRECT. |
| | |
| | 24) THE SCALE FOR SHEET A4 LISTED IN THE |
| | DRAWING INDEX ON A1 IS INCORRECT. PLEASE |
| | CORRECT. |
| | |
| | 25) THE WALL SECTION ON A13 SITES FBC |
| | SECTIONS 2507.3 THRU 2507.5. THESE |
| | SECTIONS DO NOT APPLY TO METAL LATH AND |
| | THEY ARE REQUIREMENTS FOR THE HIGH |
| | VELOCITY HURRICANE ZONE ONLY (DADE AND |
| | BROWARD COUNTIES). PLEASE CORRECT. |
| | |
| | 26) THE 5' WIDE BI-PASS DOOR (#7 IN |
| | SCHEDULE) SPECIFIED FOR HER WALK-IN |
| | CLOSET DOES NOT COMPLY WITH FAIR HOUSING |
| | REQUIREMENTS. CLOSET DOORS THAT REQUIRE |
| | USERS TO PASS THROUGH THE DOORWAY TO |
| | REACH THE CONTENTS ARE REQUIRED TO |
| | PROVIDE AT LEAST A 31-5/8" CLEAR |
| | OPENING. |
| | |
| | 27) NOTE 3 ON SHEET S5 UNDER PLYWOOD |
| | ROOF DIAPHRAGM CONFLICTS WITH THE ROOF |
| | NAILING SPECIFIED ON S4. CITY AMENDMENTS |
| | TO FBC TABLE 2306.1 REQUIRE 8D RING |
| | SHANK NAILS AT 4"OC AT EDGES AND 6"OC |
| | INTERMEDIATE IN ZONE 3 FOR MEAN ROOF |
| | HEIGHTS OF 25'-35'. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
| | |
