| Date |
Text |
| 2014-02-25 11:50:08 | BUILDING PLAN REVIEW |
| | PERMIT: 14020179 |
| | PCN: 00-42-43-24-00-000-5251 |
| | P. B. C. TO BE ANNEXED |
| | ADD: 2321 INDIAN RD VS. 2131 INDIAN RD |
| | CONT: CREATIVE CONTRACTING GROUP |
| | TEL: (561)333-1445 |
| | |
| | 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. |
| | |
| | 2010 EXISTING BUILDING CODE LEVEL II 701.3 |
| | COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, |
| | SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS |
| | OF THE FLORIDA BUILDING CODE, BUILDING. |
| | |
| | 1ST REVIEW |
| | DATE: TUES. FEB. 25/ 2014 |
| | ACTION: DENIED |
| | |
| | 1) PLEASE REVIEW THE ABOVE PROPERTY CONTROL NUMBER TO |
| | VERIFY THIS IS THE PROPERTY THAT IS GOING TO BE ANNEXED |
| | INTO THE CITY OF W.P.B. |
| | NOTE THERE ARE TWO ADDRESSES LISTED IN THE ADDRESS |
| | FIELD ABOVE. THE P.B.C. PROPERTY APPRAISERS SITE HAS |
| | THE ADDRESS OF 2132 INDIAN RD. THE PERMIT APPLICATION |
| | HAS THE ADDRESS AS 2312 INDIAN RD. PLEASE VERIFY THE |
| | PROPERTY APPRAISERS SITE IS CORRECT AND CORRECT THE |
| | ADDRESS ON THE PERMIT APPLICATION. WHEN THIS PROPERTY |
| | IS TRANSFEERED, RECORDED THE ADDRESS NEEDS TO BE |
| | CORRECT, WITH ALL RECORDS BEING SUBMITTED FOR |
| | PERMITING. |
| | |
| | 2) 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| | BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION |
| | 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS. |
| | 107.3.5.1 COMMERCIAL BUILDINGS: |
| | 107.3.5.1.1 BUILDING |
| | 2.1.SITE REQUIREMENTS: FLOOD HAZARD AREAS, FLOOD ZONES, |
| | AND DESIGN FLOOD ELEVATIONS PROVIDE WHAT THE EXISTING |
| | FINISH FLOOR ELEVATION IS IN NDVD |
| | |
| | 2.2 SHEET S7 INDICATES THE OCCUPANCY AS A F1 LIGHT AUTO |
| | REPAIR/ USED TIRE SALE, PLEASE REVIEW 2010 FBC-B 406.6 |
| | REPAIR GARAGES ARE SPECIAL OCCUPANCIES LISTED AS A S2. |
| | |
| | 2.3) OCCUPANCY LOAD/EGRESS REQUIREMENTS SHALL INCLUDE: |
| | SPECIFIC OCCUPANCY REQUIREMENTS |
| | |
| | 2.4 STRUCTURAL REQUIREMENTS SHALL INCLUDE: |
| | SOIL CONDITIONS/ANALYSIS |
| | BUILDING ENVELOPE: PRODUCT APPROVALS |
| | FOUNDATION |
| | FLOOD REQUIREMENTS IN ACCORDANCE WITH SECTION 1612, |
| | INCLUDING LOWEST FLOOR ELEVATIONS, ENCLOSURES, FLOOD |
| | DAMAGE-RESISTANT MATERIALS |
| | |
| | |
| | 3) PLEASE PROVIDE A CURRENT SURVEY SIGNED AND SEALED |
| | (2) ORIGINALS & FLOOD ZONE CERTIFICATES, THIS STRUCTURE |
| | IS LOCATED IN A A8 FLOOD ZONE WITH A REQUIRED 16.00 |
| | ELE. NGVD. THE CITY MUNI CODE FLOOD PREVENTION AND |
| | CONTROL REQUIRES AN ADDITIONAL 6 INCH FREE BOARD FOR |
| | RESIDENTIAL AND FOR COMMERCIAL FLOOD PROOFING FOR THE |
| | SAME 6 INCHES PLUS A ADDITIONAL 6 INCHES IF FLOOD |
| | PROOFING AND THE FLOOR NOT BEING ABOVE 16.5 FT. NGVD. |
| | FBC BUILDING 3110.1.2 / CITY OF WPB CODE OF ORDINANCES |
| | SECTION 94-546. STRUCTURE IS LOCATED IN AN "A" FLOOD |
| | ZONE. A FLOOD ELEVATION CERTIFICATE WILL BE REQUIRED. |
| | PLEASE REVIEW CITY ORDINANCE FOR THE CITY REQUIREMENTS |
| | REQUIRE AN ADDITIONAL 6 INCHES OF ELEVATION |
| | |
| | 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. |
| | |
| | 4) SHEET S-6 INDICATES THE WIND DESIGN TO A EXPOSURE D/ |
| | 170 MPH, 3 SECOND GUST. THE DESIGNER OF RECORD CAN |
| | DESIGN TO THIS MORE STRINGENT DESIGN, THE BUILDING IS |
| | LOCATED IN A WIND EXPOSURE C/ 170 MPH WIND ZONE. PLEASE |
| | PROVIDE PRESSURES FOR COMPONENTS AND CLADDING FOR WALL |
| | ZONES AND ROOF ZONES. PLEASE NOTE THAT WE DO USE 10 SQ |
| | FT FOR COMPONENTS AND CLADDING FOR ROOFING MATERIALS. |
| | 2010 FBC-B 1609.1.1 DETERMINATION OF WIND DESIGN- |
| | CHAPTER 6 OF ASCE 7-10. |
| | 1609.3 BASIC WIND SPEED FIGURE 1609.A-C |
| | |
| | 5) 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.. |
| | |
| | 6) 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS, |
| | 1609.6.4.41 COMPONENTS & CLADDING |
| | 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. |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES FOR FLAT ROOFS |
| | PLEASE IDENTIFY SUB-SYSTEMS AND ASSOCIATED PRESSURES, |
| | REVIEW LIMITATIONS FOR THIS APPROVAL. |
| | |
| | 7) SHEET S-6 & S-10 BOTH INDICATE THE USE OF HELICAL |
| | PILES PER COLUMN, IS THERE A SUPPORTING SOILS 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. |
| | |
| | 8) SHEET S-10 DETAIL # 1 INDICATES THE USE OF HELICAL |
| | PILE WHERE AS DETAIL 2 & 3 OTH LOOK LIKE AUGER PILE? |
| | 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 9) S12 THERE IS A NOTE TO HAVE THE ROLL ROOFING TO GO |
| | OVER THE TOP OF THE WALL AND DOWNWARD ON THE WALL FOR |
| | 16 INCHES? PLEASE EXPLAIN WHY THE ROOFING CONTINUES |
| | DOWN THE WALL FOR 16 INCHES? ALSO SHOW COMPLIANCE WITH |
| | 2010 FBC-B: 1503.4.3 GUTTERS. |
| | GUTTERS AND LEADERS PLACED ON THE OUTSIDE OF BUILDINGS, |
| | OTHER THAN GROUP R-3, PRIVATE GARAGES AND BUILDINGS OF |
| | TYPE V CONSTRUCTION, SHALL BE OF NONCOMBUSTIBLE |
| | MATERIAL OR A MINIMUM OF SCHEDULE 40 PLASTIC PIPE. |
| | |
| | 1503.7 PROTECTION AGAINST DECAY AND TERMITES. |
| | CONDENSATE LINES AND ROOF DOWNSPOUTS SHALL DISCHARGE AT |
| | LEAST 1 FOOT (305 MM) AWAY FROM THE STRUCTURE SIDEWALL, |
| | WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR |
| | SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON |
| | ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 MM) |
| | HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON |
| | A ROOF ABOVE ANOTHER ROOF. |
| | |
| | SIZE TO THE GUTTER AND ROOF LEADERS TO BE SIZED TO THE |
| | REQUIREMENTS FOUND IN THE 2010 FBC-P. |
| | |
| | 10) 406.6.1 GENERAL. |
| | REPAIR GARAGES SHALL BE CONSTRUCTED IN ACCORDANCE WITH |
| | THE FLORIDA FIRE PREVENTION CODE AND SECTIONS 406.6.1 |
| | THROUGH 406.6.6. THIS OCCUPANCY SHALL NOT INCLUDE MOTOR |
| | FUEL-DISPENSING FACILITIES, AS REGULATED IN SECTION |
| | 406.5. |
| | |
| | 11) |
| | |
| | 12) 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. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
