| Date |
Text |
| 2015-04-06 08:05:09 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 15040016 |
| | ADD: 701 N. ROSEMARY AVE. |
| | CONT: ADVANCED CONSTRUCTION |
| | TEL: (561)262-6037 |
| | E-MAIL: |
| | |
| | 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. |
| | |
| | IMPORTANT NOTICE: EFFECTIVE MARCH 30, 2015 |
| | ALL PERMIT APPLICATION PLAN REVIEWS WILL BE PERFORMED |
| | ELECTRONICALLY |
| | UPON APPLICATION AND FEE PAYMENT DESIGN DOCUMENTS |
| | SUBMISSION OPTIONS ARE AS FOLLOWS: |
| | 1 UPLOAD VIA THE PROJECT DOX PORTAL WITH DIGITAL |
| | SIGNATURES OF DESIGN PROFESSIONALS AS APPLICABLE; USE |
| | THE REQUIRED NAMING CONVENTION FOR EACH DOCUMENT |
| | 2 INCLUDE ON A CD IF DESIGN PROFESSIONAL DIGITAL |
| | SIGNATURES ARE PROVIDED AS REQUIRED; USE THE REQUIRED |
| | NAMING CONVENTION FOR EACH DOCUMENT |
| | 3 INCLUDE ON A CD WITH ONE SET OF TRADITIONAL PAPER |
| | DESIGN DOCUMENTS SIGNED AND SEALED AS REQUIRED; USE THE |
| | REQUIRED NAMING CONVENTION FOR EACH DOCUMENT |
| | 4 ONE SET OF TRADITIONAL PAPER DESIGN DOCUMENTS SUBJECT |
| | TO ADMINISTRATIVE FEES TO DIGITIZE THE DOCUMENTS |
| | ADDITIONAL INFORMATION WILL BE PROVIDED WHEN IT BECOMES |
| | AVAILABLE. |
| | |
| | 1ST REVIEW |
| | DATE: MON. APRIL 06/2015 |
| | ACTION: DENIED |
| | |
| | 1) SHEET AD103 NEEDS TO SHOW AN ACCESSIBLE ENTRANCE TO |
| | THE BUILDING FROM THE ACCESSIBILE PARKING SPACE AND |
| | ACCESS AISLE. ICE MACHINE BLOCKS THE SIDEWALK AND |
| | SEE THE REQUIRED WIDTH OF SIDEWALK AND TURNING FOR |
| | ENTRY AT DOOR. |
| | |
| | 2010 FL ACCESSIBILITY CODE 206.2.1 SITE ARRIVAL POINTS. |
| | AT LEAST ONE ACCESSIBLE ROUTE SHALL BE PROVIDED WITHIN |
| | THE SITE FROM ACCESSIBLE PARKING SPACES AND ACCESSIBLE |
| | PASSENGER LOADING ZONES; PUBLIC STREETS AND SIDEWALKS; |
| | AND PUBLIC TRANSPORTATION STOPS TO THE ACCESSIBLE |
| | BUILDING OR FACILITY ENTRANCE THEY SERVE. |
| | |
| | SEE ACCESS. CODE FIGURE 404.2.4.1 (HOR I) DEPENDING ON |
| | IF THERE IS A DOOR CLOSER. |
| | |
| | 2) SHEET AD103 WILL NEED TO SHOW THE W. P. B. CITY |
| | STANDARD OF DOUBLE STRIPING SEE W.P. B. MUNI CODE |
| | SECTION 94-485. |
| | |
| | 3) SHEET AD201 INDICATES WHERE THE NEW ADDITION IS TO |
| | THE EXISTING BUILDING TO FLUSH UO THE NEW PAVEMENT TO |
| | THE EXISTING SIDE WALK. THIS SHEET NOR AD103 SHOW THE |
| | PROPOSED GRADES NOR THE TRANSITION OF GRADE ELEVATION |
| | AT THE EXISTING SIDEWALK VERSES THE PAVEMENT. 2010 FL |
| | ACCESS. CODE 502.4. 502.4 FLOOR OR GROUND SURFACES. |
| | PARKING SPACES AND ACCESS AISLES SERVING THEM SHALL |
| | COMPLY WITH 302. ACCESS AISLES SHALL BE AT THE SAME |
| | LEVEL AS THE PARKING SPACES THEY SERVE. CHANGES IN |
| | LEVEL ARE NOT PERMITTED. |
| | EXCEPTION: SLOPES NOT STEEPER THAN 1:48 SHALL BE |
| | PERMITTED. |
| | |
| | 4) PLANS DO NOT INDICATE COMPLIANCE WITH 2010 FL |
| | ACCESS. CODE 904.4 SALES AND SERVICE COUNTERS. |
| | SALES COUNTERS AND SERVICE COUNTERS SHALL COMPLY WITH |
| | 904.4.1 OR 904.4.2. THE ACCESSIBLE PORTION OF THE |
| | COUNTER TOP SHALL EXTEND THE SAME DEPTH AS THE SALES OR |
| | SERVICE COUNTER TOP. |
| | |
| | 5) THE PLANS INDICATE NEW WINDOWS AND DOORS, THERE IS |
| | NO WIND DESIGN CRITERIA: |
| | WIND DESIGN CRITERIA |
| | 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 |
| | 1609.3 WIND SPEED CONVERSION |
| | 5.1) THE BASIC WIND SPEED, VU, SHALL BE DETERMINED IN |
| | ACCORDANCE WITH 1609.3.1 & ASCE 7-10 |
| | |
| | 5.2) AN IMPORTANCE FACTOR, FIGURE 1609 A-C, ASCE 7-10. |
| | |
| | 5.3) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN |
| | ACCORDANCE WITH 1609.4 & ASCE 7-10 |
| | |
| | 5.4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, * |
| | SHALL BE DETERMINED FROM TABLE 1609.7.2. ASCE 7-10. |
| | |
| | 5.5) COMPONENTS & CLADDING PRESSURES POSITIVE & |
| | NEGATIVE TABLE 1609.2(2) . |
| | |
| | 6A) 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.. |
| | |
| | 6B) 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. DOORS ARE NOT IDENTIFIED. |
| | CIRCLE WIDTH, LENGHT, GLAZING TYPE, FASTENERS AND |
| | ASSOCIATED PRESSURES. |
| | (B) WINDOWS. CIRCLE WIDTH, LENGHT, GLAZING TYPE, |
| | FASTENERS AND ASSOCIATED PRESSURES. |
| | (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| | LOUVERS, EFIS SYSTEMS, CIRCLE WIDTH, LENGHT, GLAZING |
| | TYPE, FASTENERS AND ASSOCIATED PRESSURES. |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES NO PRODUCT |
| | APPROVALS WERE SUBMITTED. |
| | |
| | 6C) SHEET AD201 INDICATES THE WINDOWS TO BE SLIDERS |
| | WHERE AS THE PRODUCT APPROVAL SUBMITTED WAS FOR |
| | ALUMINUM STOREFRONT SYSTEM. |
| | |
| | 6D) SHEET AD201 ALSO INDICATES A NEW MOTORIZED SECURITY |
| | SHUTTER. |
| | |
| | 7) SHEET AD201 SHOWS A ROOF CURB AND WHAT APPEARS TO BE |
| | INSULATED ROOF WITH PITCH TO A ROOF SCUPPER, NOTE THERE |
| | IS NO CALCULATION FOR RAIN/ ROOF AREA NOR STHE MINIMUM |
| | SIZE OF SCUPPER. |
| | 7A) 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. |
| | |
| | 7B) 1503.4.2 SCUPPERS. WHERE REQUIRED FOR ROOF |
| | DRAINAGE, A SCUPPER SHALL BE PLACED LEVEL WITH THE ROOF |
| | SURFACE IN A WALL OR PARAPET. THE SCUPPER SHALL BE |
| | LOCATED AS DETERMINED BY THE SLOPE AND THE CONTRIBUTING |
| | AREA OF THE ROOF. THE EXTERIOR FACING OR LINING OF A |
| | SCUPPER, IF METAL, SHALL BE THE SAME AS FLASHING |
| | MATERIAL REQUIRED BY SECTIONS 1503 THROUGH 1510 FOR THE |
| | PARTICULAR TYPE OF COVERING SPECIFIED FOR THE BUILDING. |
| | FOR OTHER TYPE MATERIALS, FOLLOW MANUFACTURER?S |
| | SPECIFICATIONS. |
| | |
| | 7C) 1503.4.1 SECONDARY DRAINAGE REQUIRED. |
| | SECONDARY (EMERGENCY) ROOF DRAINS OR SCUPPERS SHALL BE |
| | PROVIDED WHERE THE ROOF PERIMETER CONSTRUCTION EXTENDS |
| | ABOVE THE ROOF IN SUCH A MANNER THAT WATER WILL BE |
| | ENTRAPPED IF THE PRIMARY DRAINS ALLOW BUILDUP FOR ANY |
| | REASON. |
| | |
| | 7D) 1503.4.2.1 OVERFLOW SCUPPERS. |
| | WHEN OTHER MEANS OF DRAINAGE OF OVERFLOW WATER IS NOT |
| | PROVIDED, OVERFLOW SCUPPERS SHALL BE PLACED IN WALLS OR |
| | PARAPETS NOT LESS THAN 2 INCHES (51 MM) NOR MORE THAN 4 |
| | INCHES (102 MM) ABOVE THE FINISHED ROOF COVERING AND |
| | SHALL BE LOCATED AS CLOSE AS PRACTICAL TO REQUIRED |
| | VERTICAL LEADERS OR DOWNSPOUTS OR WALL AND PARAPET |
| | SCUPPERS. AN OVERFLOW SCUPPER SHALL BE SIZED IN |
| | ACCORDANCE WITH THE FLORIDA BUILDING CODE, PLUMBING. |
| | |
| | 7E) 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. |
| | |
| | 8)SHEET AS201 SHOW DETAIL 2 OOF FRAMING FOR THE |
| | SIDEWALL & NEW ROOF. THIS DETAIL FAILS TO PROVIDE THE |
| | CONNECTION TO THE EXISTING ROOF FRAMING, DOES THE |
| | EXISTING LAST FRAMING MEMBER GET DOUBLED? DOES THIS |
| | FRAMING MEMBER REQUIRE ADDITIONAL STAPPING FOR THE |
| | ADDITIONAL UPLIFT OF A LARGER TRIBUTARY AREA AND BEING |
| | PART OF THE MWFRS? |
| | |
| | 9) IMPACT FEES. 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. |
| | |
| | |
| | 10) WHEN RESUBMITTING PLANS PLEASE INDICATE THE |
| | REVISION & REMOVE ANY VOIDED SHEETS & 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 CANNOT 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] |
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