2015-04-20 08:45:58 | BUILDING PLAN REVIEW |
| W. P. B. PERMIT: 15040016 |
| ADD: 701 N. ROSEMARY AVE. |
| CONT: ADVANCED CONSTRUCTION |
| TEL: (561)262-6037 |
| E-MAIL: |
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| 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. |
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| 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. |
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| 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. |
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| 2ND REVIEW |
| DATE: MON. APRIL 20/2015 |
| ACTION: DENIED |
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| 1) 2ND REQUEST. SHEET AD103 & AD201 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. SHEET AD103 |
| SHOWS PLANTERS IN FRONT OF THE CONCENIENCE STORE WHERE |
| AS SD201 SHOWS A ICE MACHINE BLOCKING THE ROUTE ON THE |
| SIDEWALK TO THE STORE ENTRANCE DOOR. NEITHER SHEET |
| AD103 OR AD201 INDICATE IF THE EXISTING CURB IS FLUSH |
| AT THE ENTRY DOOR, THERE IS A STATEMENT THAT THE NEW |
| PAVEMENT AT THE ADDITION IS TO BE FLUSH WITH THE |
| EXISTING SIDEWALK BUT NO STATEMENT OF WHAT HAPPENS AT |
| THE EXISTING FRONT ENTRY FOR CODE COMPLIANCE WITH |
| ACCESSIBILITY. |
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| 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. |
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| SEE ACCESS. CODE FIGURE 404.2.4.1 (HOR I) DEPENDING ON |
| IF THERE IS A DOOR CLOSER. |
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| 2) SEMI-COMPLIED. SHEET AD103 WILL NEED TO SHOW THE W. |
| P. B. CITY STANDARD OF DOUBLE STRIPING SEE W.P. B. MUNI |
| CODE SECTION 94-485. THE PLANS SHOW THE DOUBLE |
| STRIPPING AS REQUIRED BY THE CITY STANDARDS BUT THE |
| PLANS STILL CO NOT SHOW THE REQUIRED DIMENSIONS UNDER |
| THE MUNI-CODE AND ACCESSIBILITY CODE. 2010 |
| FBC-ACCESSIBILITY CODE 502.2 & 502.3.1. |
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| 3) 2ND REQUEST. 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. |
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| 4) COMPLIED> 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. |
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| 5) 2ND REQUEST. 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 |
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| 5.2) AN IMPORTANCE FACTOR, FIGURE 1609 A-C, ASCE 7-10. |
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| 5.3) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN |
| ACCORDANCE WITH 1609.4 & ASCE 7-10 |
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| 5.4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, * |
| SHALL BE DETERMINED FROM TABLE 1609.7.2. ASCE 7-10. |
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| 5.5) SEMI-COMPLIED. PRESSURES CAN NOT BE CALCULATED |
| UNTIL THE ABOVE INFORMATION IS PROVIDED. |
| COMPONENTS & CLADDING PRESSURES POSITIVE & NEGATIVE |
| TABLE 1609.2(2) . |
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| 6A) 2ND REQUEST . 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.. |
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| 6B)2ND REQUEST. 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.SECURITY GRILL. DOORS ARE NOT |
| IDENTIFIED. CIRCLE WIDTH, LENGHT, GLAZING TYPE, |
| FASTENERS AND ASSOCIATED PRESSURES. NOTE SHEET AD201 |
| THE EAST ELEVATION SHOWS A WOOD DOOR WITH STEEL DOOR |
| FRAME, THE SUBMITTED REPORT FL 14940 JELD-WEN IS A 24 |
| GAUGE STEEL DOOR AND STEEL DOOR FRAME DISCREPANCY IN |
| PRODUCTS, NOT REVIEWED BY THE DESIGNER OF RECORD. |
| (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 ON THE 2ND REVIEW. NOTE NO |
| WORK IS BEING COMPLETED UNDER THIS PERMIT, THE ADDITION |
| WILL ADD ROOF AREA WHICH WILL NEED TO BE SIZED THE THE |
| EXISTING ROOF. |
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| 6C) COMPLIED .SHEET AD201 INDICATES THE WINDOWS TO BE |
| SLIDERS WHERE AS THE PRODUCT APPROVAL SUBMITTED WAS FOR |
| ALUMINUM STOREFRONT SYSTEM. |
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| 6D) 2ND REQUEST. SHEET AD201 ALSO INDICATES A NEW |
| MOTORIZED SECURITY SHUTTER. |
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| 7) 2ND REQUEST. 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) 2ND REQUEST. 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. |
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| 7B) 2ND REQUEST. 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. |
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| 7C) 2ND REQUEST. 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. |
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| 7D) 2ND REQUEST. 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. |
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| 7E) 2ND REQUEST.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. |
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| 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? |
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| 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. |
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| 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. |
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| 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. |
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| 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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