| Date |
Text |
| 2014-05-25 18:12:05 | BUILDING PLAN REVIEW |
| | PERMIT: 14050151 |
| | ADD: 1950 GOLDEN LAKES BLVD. |
| | CONT: ANTIOCH CONSTRUCTION |
| | TEL: (813)220-0281 |
| | |
| | 2010 FLORIDA BUILDING CODE W |
| | * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| | BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION |
| | 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013. |
| | |
| | 1ST REVIEW |
| | DATE: SUN MAY 25/2014 |
| | ACTION: DENIED |
| | |
| | 1) THE SUBMITTED VALUE FOR THE 3 BUILDINGS $ |
| | 1,948,959.38 IS LOW, THE CALCUALTED VALUE THE CITY |
| | VALUES THIS PROJECT AT IS $2,408,748.60. THIS IS |
| | DERIVED BY THE SQUARE FOOTAGE OF THE 3 BUILDINGS 15,178 |
| | @ $158.70= $2,408,748.60. |
| | |
| | W P B ADMINISTRTIVE CODE 108.2 SCHEDULE OF PERMIT FEES. |
| | ON BUILDINGS, STRUCTURES, ELECTRICAL, GAS, MECHANICAL, |
| | AND PLUMBING SYSTEMS OR ALTERATIONS REQUIRING A PERMIT, |
| | A FEE FOR EACH PERMIT SHALL BE PAID AS REQUIRED, IN |
| | ACCORDANCE WITH THE SCHEDULE ESTABLISHED BY THE |
| | APPLICABLE GOVERNING AUTHORITY. |
| | |
| | 108.3* BUILDING PERMIT VALUATION. |
| | IF, IN THE OPINION OF THE BUILDING OFFICIAL, THE |
| | CLAIMED VALUATION OF BUILDING, ALTERATION, STRUCTURE, |
| | ELECTRICAL, GAS, MECHANICAL, OR PLUMBING SYSTEMS |
| | APPEARS TO BE UNDER ESTIMATED ON THE APPLICATION, THE |
| | PERMIT SHALL BE DENIED. FOR PERMITTING PURPOSES, |
| | VALUATION OF BUILDINGS AND SYSTEMS SHALL BE TOTAL |
| | REPLACEMENT PURPOSES, VALUATION OF BUILDINGS AND |
| | SYSTEMS SHALL BE THE TOTAL REPLACEMENT VALUE TO INCLUDE |
| | STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, INTERIOR |
| | FINISHES, NORMAL SITE WORK (EXCAVATION AND BACKFILL FOR |
| | BUILDINGS), ARCHITECTURAL AND DESIGN FEES, MARKETING |
| | COST, OVERHEAD AND PROFIT; EXCLUDING ONLY LAND VALUE. |
| | VALUATION REFRENCES MAY INCLUDE THE LATEST PUBLISHED |
| | DATA OF NATIONAL CONSTRUCTION COST ANALYSIS SERVICES |
| | (MARSHALL-SWIFT, MEANS, ETC) WITH REGIONAL ADJUSTMENTS |
| | FOR LOCATION AS PUBLISHED BY THE INTERNATIONAL CODE |
| | CONGRESS. |
| | |
| | 2) THIS IS NEW CONSTRUCTION AND WILL REQUIRE A SOILS |
| | TEST & REPORT. 2010 FBC-B 1803.5.2 QUESTIONABLE SOIL. |
| | WHERE THE CLASSIFICATION, STRENGTH OR COMPRESSIBILITY |
| | OF THE SOIL IS IN DOUBT OR WHERE A LOAD-BEARING VALUE |
| | SUPERIOR TO THAT SPECIFIED IN THIS CODE IS CLAIMED, THE |
| | BUILDING OFFICIAL SHALL BE PERMITTED TO REQUIRE THAT A |
| | GEOTECHNICAL INVESTIGATION BE CONDUCTED. 1803.6 |
| | REPORTING. WHERE GEOTECHNICAL INVESTIGATIONS ARE |
| | REQUIRED, A WRITTEN REPORT OF THE INVESTIGATIONS SHALL |
| | BE SUBMITTED TO THE BUILDING OFFICIAL BY THE OWNER OR |
| | AUTHORIZED AGENT AT THE TIME OF PERMIT APPLICATION. |
| | |
| | 3) FBC BUILDING 3110.1.2 / CITY OF WPB CODE OF |
| | ORDINANCES SECTION 94-546. STRUCTURE IS LOCATED IN AN |
| | "A -H" FLOOD ZONE , BASE FLOOD IS ELEVATION 17'-0" NGVD |
| | . A FLOOD ELEVATION CERTIFICATE WILL BE REQUIRED. |
| | PLEASE REVIEW CITY ORDINANCE FOR THE CITY REQUIREMENTS |
| | REQUIRE AN ADDITIONAL 6 INCHES OF ELEVATION ABOVE THE |
| | BASE FLOOD. |
| | |
| | |
| | DURING THE PERMITTING OF THIS STRUCTURE THERE WILL BE |
| | REQUIRED (3) DIFFERENT FLOOD ZONE CERTIFICATES |
| | REQUIRED: |
| | (1) A FLOOD ZONE CERTIFICATE IS REQUIRED AS PART OF THE |
| | PLAN REVIEW DOCUMENTS WITH THE PROPOSED FINISH FLOOR |
| | HEIGHT. |
| | (2) ONCE THE FIRST FLOOR SLAB IS POURED THE 2ND |
| | ELEVATION CERTIFICATE IS REQUIRED |
| | (3) BEFORE THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY |
| | OR A CERTIFICATE OF COMPLETION THE 3RD FLOOD ZONE |
| | CERTIFICATE IS REQUIRED WITH THE HEIGHT OF ALL EXTERIOR |
| | ATTENDANT |
| | A/C PADS OR OTHER SLABS FOR GENERATORS |
| | |
| | FEMA FORM OMB NO. 1660-0008 EXPIRES: |
| | JULY 31,2015 |
| | |
| | FEMA'S NEW ELEVATION CERTIFICATE (EC) WAS APPROVED FOR |
| | USE, EFFECTIVE AUGUST 1/ 2013, THROUGH JULY 31/ 2015. |
| | FORM. ADDITIONAL INFORMATION ON THE DIFFERENCES, THE |
| | NEW FORM, AND INSTRUCTIONS ARE AVAILABLE AT: |
| | HTTP://WWW.FEMA.GOV/BUSINESS/NFIP/ELVINST.SHTM |
| | |
| | 4) PLEASE PROVIDE A SURVEY WITH THE DIMENSIONS OF HE |
| | PROPOSED BUILDING AND HOW FAR AWAY THEY WILL BE FROM |
| | THE PROPERTY LINE. 2010 FBC-B TABLE 602. |
| | FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS |
| | BASED ON FIRE SEPARATION DISTANCE |
| | |
| | 5A) SHEET 03 IS A PRODUCT APPROVAL (NOA) THE FIRST 2 |
| | COLUMNS THE RIGHT SIDE OF EACH COLUMN IS CUT OFF, |
| | MISSING THE PRODUCT APPROVAL NUMBER AND EXPIRATION |
| | DATE. |
| | |
| | 5B) ON BOTH SHEETS 03 & 04 THESE PRODUCT APPROVALS ARE |
| | FOR GLAZED WINDOW OPENINGS, PLEASE IDENTIFY TYPES OF |
| | GLAZING, WIDTH AND HEIGHT OF OPENINGS AND ASSOCIATED |
| | PRESSURES. |
| | |
| | 6) FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 |
| | NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR |
| | CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT |
| | APPROVALS: |
| | (31)(A) EXTERIOR DOORS. SWING AND ROLL UP DOORS |
| | (B) WINDOWS |
| | (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| | LOUVERS, DENSE GLASS, EFIS SYSTEMS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES |
| | (G) PRE-ENGINEERED A/C STANDS |
| | |
| | 7) 2010 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS |
| | WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE |
| | REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF |
| | RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL. |
| | FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR |
| | SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS, |
| | SHOP DRAWINGS ETC. |
| | |
| | 8) SHEET S1.2 COMPONENTS AND CLADDING PRESSURES ARE LOW |
| | FOR VULT AT 165 MPH. THE PLANS INDICATE A "B" EXPOSURE. |
| | TO THE NORTHEAST OF THIS PROPERTY YOU HAVE OVER 6 LANES |
| | OF TRAFFIC AND THE RIGHT OF WAY PLUS THE LAKE SYSTEM OF |
| | RIVERWALK AS WELL AS THE LAKES TO THE SOUTHEAST AND |
| | SOUTHWEST OF THE PROPERETY. PEASE REVIEW: |
| | 2010 FBC-B 1609.4.2 SURFACE ROUGHNESS CATEGORIES. |
| | |
| | A GROUND SURFACE ROUGHNESS WITHIN EACH 45-DEGREE (0.79 |
| | RAD) SECTOR SHALL BE DETERMINED FOR A DISTANCE UPWIND |
| | OF THE SITE AS DEFINED IN SECTION 1609.4.3 FROM THE |
| | CATEGORIES DEFINED BELOW, FOR THE PURPOSE OF ASSIGNING |
| | AN EXPOSURE CATEGORY AS DEFINED IN SECTION 1609.4.3. |
| | |
| | SURFACE ROUGHNESS C. OPEN TERRAIN WITH SCATTERED |
| | OBSTRUCTIONS HAVING HEIGHTS GENERALLY LESS THAN 30 FEET |
| | (9144 MM). THIS CATEGORY INCLUDES FLAT OPEN COUNTRY AND |
| | GRASSLANDS.THIS SURFACE ROUGHNESS SHALL ALSO APPLY TO |
| | ANY BUILDING LOCATED WITHIN SURFACE ROUGHNESS B-TYPE |
| | TERRAIN WHERE THE BUILDING IS WITHIN 100 FEET |
| | HORIZONTALLY IN ANY DIRECTION OF OPEN AREAS OF SURFACE |
| | ROUGHNESS C OR D-TYPE TERRAIN THAT EXTENDS MORE THAN |
| | 600 FEET (182.9 M) AND WIDTH GREATER THAN 150 FEET IN |
| | THE UPWIND DIRECTION. |
| | |
| | NOTE A C-EXPOSURE WITH A HEIGHT (BUILDING HEIGHT OF 34 |
| | FEET) ADJUSTMENT FACTOR OF 1.45 WILL GREATLY INCREASE |
| | THESE PRESSURES. TABLE 1609.7(2). |
| | |
| | 9) SHEET S1.2 THE WIND DESIGN CRITERIA HAS A STATEMENT |
| | ABOUT SECTION 2610.3 WHICH IS ON THE TOPIC OF SLOPED |
| | GLAZING FOR FLAT OR CORREGATED PLASTIC SKYLIGHTS? |
| | ADDITIONAL INFORMATION REQUIED, TYPO. 107.2.1.3. |
| | |
| | 10) SHEET S4.3 DETAIL S10 TOWER WALL BEING STEEL STUD |
| | WALL AND THE A-6-7 SHOW THE SAME TOWER CONFIGURATION |
| | WITH NOTES BY SPECIALLITY ENGINEER, PLEASE PROVIDE |
| | THESE DRAWINGS SINCE THEY WILL BE PART OF THE MAIN WIND |
| | FORCE RESISTING SYSTEM, ENCLOSING THE DESIGN. THE STEEL |
| | FRAME WALL DOES NOT INDICATE HOW IT WILL BE ATTACHED TO |
| | THE FIRST FLOOR CBS WALL SYSTEM CONTINUEING THE LOAD |
| | PATH TO THE FOUNDATION. PLEASE SHOW ALSO THE ROOF |
| | FRAMING MEMBERS AND HOW THEY WILL ALSO BE SECURED AND |
| | PART OF THE MWFRS. NOTE SHEET S4.3 DETAIL S10 ALSO |
| | INDICATES THE TOWER ROOFING TO BE PLYWOOD SHEATHING SEE |
| | PLAN. THIS IS A BUILDING TYPE IIB WHICH IN SECTION |
| | 603.1.1.3 WILL ONLY ALLOW FOR FIRE RETARDANT TREATED |
| | WOOD. |
| | |
| | 11) SHEETS A6 SERIES HAVE DETAILS FOR VARIOUS ROOF TRIM |
| | AND OR OVERHANGS: |
| | |
| | 11A) SHEET 6-11 DETAIL #9 THE VENDING / VACUMM BLDG, |
| | THIS DETAIL AGAIN INDICATES THE USE OF WOOD PRODUCTS, |
| | IT WILL NEED TO BE FIRE RETARDANT TREATED WOOD PRODUCTS |
| | 603.1.1.3. PLEASE ALSO PROVIDE DETAILS OF HOW THIS OVER |
| | HANG WILL ATTACH TO THE BUILDING AND WITHSTAND THE 165 |
| | VULT WINDS. COMPONENTS AND CLADDING. |
| | |
| | 11B) SHEET 6-13 DETAIL #1 HAS THE SAME ISSUES WITH WOOD |
| | AND PLYWOOD REQUIRING FIRE RETARDANT TREATED WOOD AS |
| | WELL AS ANCHORING TO THE BUILDING, COMPONENTS AND |
| | CLADDING. |
| | |
| | 11C) SHEET S6-13 DETAIL 4 TOWER TRIM ABOVE THE ROOFING |
| | SYSTEM, THERE IS NO STRUCTURAL DETAILS OF HOW THIS |
| | COMPONENT IS TO BE DESIGNED OR TO BE ANCHORED TO THE |
| | TOWER ROOFING AND OR PARAPET. IS THIS SYSTEM TO BE A |
| | COMPOSITE MATERIAL (MCM PANELS) NEEDING TO COMPLY WITH |
| | 1407. |
| | |
| | 12) SHEET 6-13 DETAIL # 7 PROVIDE SILL FLASHING DETAILS |
| | IN ACCORDANCE WITH 1405.4. |
| | |
| | 13) BOTH SHEETS S-11 & S13 ON THE ROOFING OVER HANG |
| | DETAILS INDICATE THE USE OF PAPER BACKED WIRE LATH, NEW |
| | TO THE 2007 FBC-B THERE ALSO HAS TO BE A BOND BREAK NOT |
| | SHOWN ON THE PLANS. SEE 1404.2.1 |
| | WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED TO LATH |
| | OVER FRAME CONSTRUCTION, MEASURES SHALL BE TAKEN TO |
| | PREVENT BONDING BETWEEN THE CEMENT PLASTER AND THE |
| | WATER RESISTIVE BARRIER. A BOND BREAK SHALL BE PROVIDED |
| | BETWEEN THE WATER RESISTIVE BARRIER AND THE CEMENT |
| | PLASTER (STUCCO) CONSISTING OF ONE OF THE FOLLOWING: |
| | 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER OR |
| | 2. ONE LAYER OF AN APPROVED WATER RESISTANT BARRIER |
| | OVER AN APPROVED PLASTIC HOUSE WRAP, OR |
| | 3. OTHER APPROVED METHODS OR MATERIALS APPLIED IN |
| | ACCORDANCE WITH THE MANUFACTURER?S INSTALLATION |
| | INSTRUCTIONS. |
| | |
| | 14) SHEET 2-2 RESTROOMS BACK TO BACK THE INSIDE |
| | DIMENSION IS 7'-0" THE MINIMUM DIMENSION WITHOUT ANY |
| | EXTRA TOLERANCES IS 7'-0" MINIMUM UNLESS YOU ARE USING |
| | A LAVATORY LESS THAN 19 INCHES IN WIDTH. THAT IS AN |
| | ABSOLUTE NO CHANCE OF A MISTAKE. |
| | |
| | 15) SHEET 2-1 WHERE IS THE LEGEND FOR THE WALL |
| | IDENTIFICATION TAGS THERE IS NO LEGEND ON THIS SHEET. |
| | 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED. PLEASE |
| | IDENTIFY THE WALL BETWEEN THE STORAGE AND STAIR AS A |
| | ONE HOUR FIRE RATED WALL. |
| | |
| | 16) SHEET 3-1 THE PLANS INDICATE ROOF DRAINS AND A |
| | ARROW POINTING TO OVERFLOW SCUPPERS? THE PLANS DO NOT |
| | PROVIDE NOTATION TO WHERE THEY CAN BE FOUND, HOW LAGRE |
| | IS THE OPENING FOR THE OVER FLOW SCUPPERS AND HOW FAR |
| | ABOVE THE ROOF ARE THEY LOCATED. 2010 FBC-B 1503.42.1. |
| | |
| | 17) SHEET 3-1 PLEASE PROVIDE THE ROOF SIZING |
| | CALCUALTION FOR AREA AND 1/2 OF THE PARAPETS AND AND |
| | CONTRIBUTING WALLS AND OR ROOF AREAS. 2010 FBC-B P] |
| | 1503.4 ROOF DRAINAGE. UNLESS ROOFS ARE SLOPED TO DRAIN |
| | OVER ROOF EDGES, DESIGN AND INSTALLATION OF ROOF |
| | DRAINAGE SYSTEMS SHALL COMPLY WITH SECTION 1503 AND THE |
| | FLORIDA BUILDING CODE, PLUMBING, CHAPTER 11. |
| | |
| | 18) 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. |
| | |
| | 19) WHEN RESUBMITTING PLANS PLEASE INDICATE THE |
| | REVISION & REMOVE & REPLACE ANY PAGES AS NECESSARY. A |
| | TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW COMMENT |
| | NUMBER, WITH A DESCRIPTION OF THE REVISION MADE, |
| | IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE THE |
| | CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR PERMIT. |
| | THANK YOU FOR YOUR ANTICIPATED COOPERATION. |
| | |
| | A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A |
| | RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| | ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| | THIS REVIEW. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
