| Date |
Text |
| 2006-01-23 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 |
| | $1,001,140.00. A WESTWARD EXPANSION FEE |
| | OF $550.00 PER UNIT IS ALSO REQUIRED. |
| | |
| | 4) 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) THE SCALE SPECIFIED IN THE INDEX ON |
| | A1 FOR THE DRAWINGS ON SHEET A4 IS |
| | INCORRECT. THE CORRECT SCALE IS 1/8". |
| | |
| | 6) THE CONSTRUCTION TYPE SPECIFIED ON A1 |
| | IS FROM THE 2004 FBC. THESE PLANS WERE |
| | REVIEWED UNDER THE 2001 FBC AND THE |
| | STRUCTURAL PLANS ARE ON THE 2001 FBC. |
| | PLEASE REVISE SHEETS A1 AND A9. |
| | |
| | 7) BASED ON TYPE VI CONSTRUCTION, |
| | UNPROTECTED AND UNSPRINKLERED, 2001 FBC |
| | TABLE 500 LIMITS THE AREA PER FLOOR TO |
| | 7000 SQFT. USING THE FORMULA FOR AREA |
| | INCREASES ALLOWED BY SECTION 503.3, AND |
| | THE FRONT AND REAR BUILDING PERIMETERS |
| | WHICH 30FT WIDE HORIZONTAL SEPARATIONS |
| | THE ALLOWABLE AREAS ARE EXCEEDED AT THE |
| | SECOND FLOOR. IF THE PORTIONS OF THE |
| | LEFT AND RIGHT SIDE PERIMETERS THAT HAVE |
| | 30FT TO THE ASSUMED PROPERTY LINE |
| | BETWEEN BUILDINGS (SEE SECTION 505) WERE |
| | USED IN THE CALCULATIONS THE AREA |
| | INCREASE ALLOWED MAY COMPLY. HOWEVER, NO |
| | SITE PLAN INDICATING ASSUMED PROPERTY |
| | LINES WAS SUBMITTED. SUBMIT AREA |
| | INCREASE CALCULATIONS. |
| | |
| | 8)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. |
| | |
| | 9) FBC* 1804.2.2AREA OF QUESTIONABLE |
| | SOIL.SUBMIT A GEOTECHNICAL REPORT |
| | TO VERIFY THE SAFE BEARING CAPACITY OF |
| | THE SOIL. |
| | |
| | 10) ON SHEET S5 UNDER PLYWOOD ROOF |
| | DIAPHRAGM, NOTE #3 SPECIFIES 8D GAL. |
| | NAILS AT 6"OC AT EDGES AND INTERMEDIATE. |
| | THIS CONFLICTS WITH ROOF PLAN ON S4, |
| | WHICH SPECS. 10D NAILS 4"OC AT EDGES AND |
| | 6"OC INTERMEDIATE. THE CITY AMENDMENTS |
| | TO FBC TABLE 2306.1 REQUIRE 8D |
| | RING-SHANK NAILS 4"OC AT EDGES AND 6"OC |
| | INTERMEDIATE IN ZONE 3 FOR ROOFS WITH A |
| | MEAN ROOF HEIGHT OF MORE THAN 25'. |
| | |
| | 11) PLEASE REVISE THE STANDARDS |
| | REFERENCED UNDER DESIGN CRITERIA ON S5 |
| | TO THE EDITIONS LISTED IN CHAPTER 35 OF |
| | THE 2001 FBC. (ACI 318-02 AND 530.1-02) |
| | |
| | 12) SPECIFY METHOD OF TERMITE PROTECTION |
| | AS REQUIRED BY FBC 1816. |
| | |
| | 13) 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. |
| | |
| | 14) 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, IN ADDITION TO A KEY PLAN, |
| | INSTALLATION SCHEDULE AND PRODUCT |
| | APPROVALS. STORM PANELS ARE NOT ALLOWED |
| | ABOVE THE FIRST FLOOR FOR THIS TYPE OF |
| | STRUCTURE AND OCCUPANCY. |
| | |
| | 15) SUBMIT THE EVALUATION REPORT AND |
| | INSTALLATION INSTRUCTIONS FROM NATIONAL |
| | ACCREDITATION AND 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. |
| | |
| | 16) 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. |
| | |
| | 17) SUBMIT THE SBCCI REPORT (2139A) THAT |
| | IS LISTED ON THE FL PRODUCT APPROVAL |
| | WEBSITE FOR THE COLLIER GARAGE DOORS. |
| | |
| | 18) SUBMIT PRODUCT APPROVALS FOR THE |
| | TRUSS CONNECTORS. |
| | |
| | 19) PROVIDE A STRUCTURAL DETAIL ON THE |
| | PLANS FOR THE CONCRETE STAIRS. SPECIFY |
| | STEEL REINFORCEMENT FOR THE STAIRS, |
| | LANDINGS AND AT THE BASE OF THE STAIRS. |
| | |
| | 20) SUBMIT SIGNED AND SEALED TRUSS |
| | DRAWINGS AND LAYOUTS THAT HAVE REVIEWED |
| | AND APPROVED BY THE DESIGNER OF RECORD |
| | FOR THE STRUCTURE. |
| | |
| | 21) SUBMIT A TECHNICAL BULLETIN OR |
| | REPORT FROM USP THAT ALLOWS TRUSS HANGER |
| | JUS26-2 TO BE ATTACHED TO MASONRY WITH |
| | TAPCON FASTENERS AND SPECIFYING THE |
| | ALLOWABLE LOADS FOR THE APPLICATION. |
| | |
| | 22) PROVIDE SHOP DRAWINGS WITH |
| | STRUCTURAL DETAILS FOR THE TYPICAL |
| | INTERIOR GUARDRAIL DETAIL AS |
| | REFERENCED BY THE SECTION ON A12. |
| | |
| | 23) SUBMIT SHOP DRAWINGS FOR THE |
| | EXTERIOR GUARDRAILS. INDICATING HOW THEY |
| | WILL BE ATTACHED TO THE STRUCTURE. |
| | |
| | 24) 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. |
| | |
| | 25) THE 5' BI-PASS DOOR AT HER WALK-IN |
| | CLOSET (#7 IN SCHEDULE) DOES NOT COMPLY |
| | WITH FAIR HOUSING REQUIREMENTS. USEABLE |
| | DOORS WITHIN THE DWELLING UNIT MUST HAVE |
| | A CLEAR OPENING OF AT LEAST 31-5/8" |
| | CLEAR. |
| | |
| | 26) THE STRUCTURAL PLANS DO NOT SHOW THE |
| | ELEVATOR RECESSES ON THE FOUNDATION PLAN |
| | OR THE OPENINGS AT THE SECOND FLOOR FOR |
| | THE ELEVATORS. PROVIDE STRUCTURAL |
| | DETAILS FOR THESE AREAS. |
| | |
| | 27) PROVIDE STRUCTURAL DETAILS FOR THE |
| | INFILL FLOOR FRAMING AT THE ELEVATOR |
| | RECESSES AND OPENINGS WHEN THE CLOSET |
| | OPTION IS USED IN LEIU OF AN ELEVATOR. |
| | SEE DETAILS 6 AND 7 ON A11. |
| | |
| | 28) THE 16' GARAGE DOORS ON SHEETS A8GR |
| | AND A8GL HAVE THE WRONG ID MARKS |
| | ACCORDING TO THE DOOR SCHEDULE ON A9. |
| | |
| | 29) THE 8' WIDE GARAGE DOOR ON A8GL-C |
| | HAS THE WRONG ID MARK PER THE DOOR |
| | SCHEDULE. |
| | |
| | 30) ON A6GR-C THE DOOR ID MARKS DO NOT |
| | CORRESPOND WITH THE DOOR SCHEDULE ON A9. |
| | |
| | 31) THE WALL SECTION ON A13 STATES THAT |
| | METAL LATH SHALL COMPLY WITH SECTIONS |
| | 2507.3 THRU 2507.5. THESE SECTIONS ARE |
| | FROM THE HIGH VELOCITY HURRICANE ZONE |
| | (DADE & BROWARD COUNTIES) AND APPLY TO |
| | GYPSUM LATH. PLEASE CORRECT. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
| | |
