| Date |
Text |
| 2007-02-09 19:00:18 | BUILDING PLAN REVIEW |
| | PERMIT: 06120598 |
| | ADD:516 34TH STREET |
| | CONT:OWNER |
| | TEL: (561)841-5365 |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2006 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | REVIEW 1ST |
| | ACTION: DENIED |
| | |
| | 1)--- VERY IMPORTANT STATEMENT --- |
| | PLEASE DO NOT IGNORE! |
| | WHEN RESUBMITTING PLANS PLEASE INDICATE |
| | THE REVISION & REMOVE & REPLACE ANY |
| | PAGES AS NECESSARY. A TRANSMITTAL LETTER |
| | LISTING THE ORIGINAL REVIEW COMMENT NUM- |
| | BER, WITH A DESCRIPTION OF THE REVISION |
| | MADE, IDENTIFYING THE SHEET OR SPECIFICA |
| | TION PAGE WHERE THE CHANGES CAN BE FOUND |
| | WILL HELP TO EXPEDITE YOUR PERMIT. THANK |
| | YOU FOR YOUR ANTICIPATED COOPERATION. |
| | |
| | 2) FL S S 713.13 |
| | NOTICE OF COMMENCEMENT, TO BE FILED WITH THE CLERK OF |
| | THE COURT. |
| | NOTE: 713.13(2) |
| | IF THE WORK DESCRIBED IN THE NOTICE OFCOMMENCEMENT IS |
| | NOT ACTUALLYCOMMENCED WITHIN 90 DAYS AFTER THE |
| | RECORDING THEREOF, SUCH NOTICE IS NULL & VOID. NOTE: |
| | 713.13(6)THE POSTING OF THE NOTICE OF COMMENCEMENT AT |
| | THE CONSTRUCTION SITE BEFORE THE FIRST INSPECTION. |
| | |
| | 3)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. |
| | |
| | 4)106.3.3* PRODUCT APPROVALS- 2004 |
| | THOSE PRODUCTS THAT ARE RGULATED BY DCA |
| | RULE 9B-72 SHALL BE REVIEWED AND |
| | APPROVED IN WRITTING BY THE DESIGNER OF |
| | RECORD PRIOR TO SUBMITTAL FOR |
| | JURISDICTIONAL APPROVAL.PROVIDE PRODUCT APPROVALS FOR |
| | WINDOWS/ DOORS/ SHUTTERS/ROOFING MATERIALS ETC. |
| | |
| | 5)110.2* W. P. B. ADMINISTRATIVE |
| | CODE, INFORMATION THAT IS REQUIRED FOR |
| | RECORD KEEPING & FOR CERTIFICATE OF |
| | OCCUPANCY: |
| | A) THE EDITION OFTHE CODE UNDER WHICH |
| | THE PERMIT WAS ISSUED. |
| | B) THE USE AND OCCUPANCY, IN ACCORDANCE |
| | WITH THE PROVISIONS OF CHAPTER 3. |
| | C) THE TYPE OF CONSTRUCTION AS DEFINED |
| | IN CHAPTER 6, TABLE 601. |
| | IS REQUIRED. |
| | ) NUMBER OF UNITS |
| | ) NUMBER OF FLOORS |
| | ) NUMBER OF ROOMS |
| | ) NUMBER OF BEDROOMS |
| | ) SQ. FT. LIV SPACE/ FL |
| | ) SQ. FT. FOOTPRINT |
| | ) SQ. FT. UNDER ROOF (TOTAL) |
| | ) FLOOD ZONE |
| | ) FLOOD ELEVATION |
| | )L.O.M.R. |
| | |
| | 6)R401.3 SURFACE DRAINAGE SHALL BE DIVERTED TO A |
| | STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF |
| | COLLECTION SO AS TO NOT CREATE A HAZARD. LOTS SHALL BE |
| | GRADED SO AS TO DRAIN SURFACE WATER AWAY FROM |
| | FOUNDATION WALLS. THE GRADE AWAY FROM FOUNDATION WALLS |
| | SHALL FALL A MINIMUM OF 6 INCHES (152 MM) WITHIN THE |
| | FIRST 10 FEET (3048 MM). |
| | |
| | 7)FS.481.221ALL FINAL CONSTRUCTION DOCUMENTS AND |
| | DRAWINGS, PLANS, SPECIFICATIONS, OR REPORTS PREPARED OR |
| | ISSUED BY THE REGISTERED ARCHITECT AND BEING FILED FOR |
| | PUBLIC RECORD SHALL BEAR THE SIGNATUREAND SEAL OF THE |
| | REGISTERED ARCHITECT WHO PREPARED OR APPROVED THE |
| | DOCUMENTS AND THE DATE ON WHICH THEY WERE SEALED. THE |
| | SIGNATURE, DATE, AND SEAL SHALL BE EVIDENCE OF THE |
| | AUTHENTICITY OF THAT TO WHICH THEY ARE AFFIXED. THE |
| | SEAL IS NOT CLEAR ON ALL SHEETS. |
| | |
| | 8)R802.1.6 TRUSS DESIGN DRAWINGS SHALL INCLUED, AT A |
| | MINIMUM, THE INFORMATION SPECIFIED IN THIS SECTION. |
| | PROVIDE A ROOF FRAMING DETAIL DRAWINGS WITH THE |
| | CONCENTRATED LOAD/ CONNECTION REQUIREMENTS/ CALCULATED |
| | DEFLECTION RATIO AND/OR MAXIMUM DESCRIPTION FOR LIVE |
| | AND TOTAL LOAD/DESIGN WIND SPEED AND EXPOSURE |
| | CATEGORY/SLOPE OR DEPTH, SPAN AND SPACING/LUMBER SIZE, |
| | SPECIES AND GRADE FOR EACH MEMBER ETC. |
| | |
| | 9)R803.2.3.1 WOOD STRUCTURAL PANEL SHEATHING SHALL BE |
| | FASTENED TO ROOF FRAMING WITH 8D RING-SHANK NAILS AT 6 |
| | INCHES ON CENTER AT EDGES AND 6 INCHES ON CENTER AT |
| | INTERMEDIATE FRAMING. HOWEVER, WHERE ROOF FRAMING WITH |
| | ASPECIFIC GRAVITY, 0.42_< G< 0.49 IS USED, SPACING OF |
| | RING-SHANK FASTENERS SHALL BE 4 INCHES ON CENTER IN |
| | NAILING ZONE 3 FOR 130 MPH OR GREATER DESIGN WIND |
| | SPEEDS IN ACCORDANCE WITH FIGURE R803.2.3.1 |
| | |
| | 10)THE WALL TYPE LEGEND STATES THAT BOTH WALLS ARE |
| | NON-BEARING WALLS. INDICATE ON THE DRAWINGS WHERE THE |
| | BEARING WALLS ARE LOCATED. TO SUPPORT THE ROOF. |
| | |
| | 11)WILL THERE BE ADDITIONAL SUPPORT ADDEDTO CARRY |
| | THE WEIGHT OF THE NEW AHU-2? IF SO, SUBMIT A DETAIL |
| | DRAWINGSHOWING HOW THE EQUIPMENT WILL BE SUPPORTED. |
| | |
| | 12)R806.1 ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES |
| | FORMED WHERE CEILINGS AR APPLIED DIRECTLY TO THE |
| | UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION |
| | FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS |
| | PROTECTED AGAINST THE ENTRANCE OF RAIN. VENTILATING |
| | OPENINGS SHALL BE PROVIDED WITH CORROSION-RESISTANT |
| | WIRE MESH, WITH 1/8 INCH MAXIMUM OPENINGS. |
| | |
| | 13)R703.2 ASPHALT-SATURATED FELT FREE FROM HOLES AND |
| | BREAKS, WEIGHING NOT LESS THAN 14 POUNDS PER 100 SQUARE |
| | FEET AND COMPLYING WITH ASTM D 226 OR OTHER APPROVED |
| | WEATHER-RESISTANT MATERIAL SHALL BE APPLIED OVER STUDS |
| | OR SHEATHING OF ALL EXTERIOR WALLS AS REQUIREDBY TABLE |
| | R703.4. SUCH FELT OR MATERIAL SHALL BE APPLIED |
| | HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE |
| | LOWER LAYER NOT LESS THAM 2 INCHES. WHERE JOINTS OCCUR, |
| | FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. |
| | |
| | 14)R319.1 WOOD JOISTS OR THE BOTTOM OF A WOOD |
| | STRUCTURAL FLOOR WHEN CLOSER THAN 18 INCHES OR WOOD |
| | GIRDERS WHEN CLOSER THAN 12 INCHES TO THE EXPOSED |
| | GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED |
| | WITHIN THE PERIPHENCY OF THE BUILDING FOUNDATION, SHALL |
| | REQUIRE TO BE OF AN APPROVED SPECIES AND GRADE OF |
| | LUMBER, PRESSURE TREATED IN ACCORDANCE WITH AWPACI, OR |
| | DECAY-RESISTANT HEARTWOOD OF REDWOOD, BLACK LOCUST, OR |
| | CEDARS.SEE SHEET A-7 DETAIL #1 WHICH IS MISSING ALL |
| | DIMENTIONS RELATED TO THE STEM WALL. ARE THE FOOTERS |
| | BELOW GRADE? IF THEY ARE PLEASE INDICATE THE DIMENTIONS |
| | ON THE DRAWINGS. |
| | |
| | 15)R408.1 THE UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF |
| | THE FLOOR JOISTS AND THE EARTH UNDER ANY BUILDING SHALL |
| | BE PROVIDED WITH VENTILATION OPENINGS THROUGH |
| | FOUNDATIONS WALLS OR EXTERIOR WALLS. ONE SUCH |
| | VENTILATING OPENING SHALL BE WITHIN 3FEET OF ?EACH |
| | CORNER? OF SAID BUILDING. |
| | |
| | 16)R408.3 ACCESS SHALL BE PROVIDED TO ALL UNDER-FLOOR |
| | SPACES. ACCESS OPENINGS THROUGH THE FLOOR SHALL BE A |
| | MINIMUM OF 18 INCHES BY 24 INCHES. OPENINGS THROUGH A |
| | PERIMETER WALL SHALL BE 16 INCHES BY 24 INCHES. SHOW |
| | COMPLIANCE. |
| | |
| | 17)PROVIDE A WINDOW AND DOOR HEADDER FRAMING DETAIL |
| | ON THE DRAWINGS. SEE INFORMATION IN PACKAGE FOR HEADERS |
| | AROUND WALL OPEINGS. |
| | |
| | 18)TO DETERMINE THE NUMBER AND SIZE OF ROOF DRAINS |
| | REQUIRED, SHOW THE HEIGHT OF THE PARAPET WALL FROM THE |
| | ROOF DECK TO THE TOP OF THE PARAPET WALL.. ALSO STATE |
| | THE SQUARE FOOTAGE OF THE ROOF AND SEE SEC.R903 FOR |
| | MORE INFORMATION. |
| | |
| | 19) NOTE: R-19 INSULATION WILL NOT FIT WITH THE 2 X 4 |
| | STUD. |
| | |
| | 20)SHOW THE CONNECTION DETAIL FROM THE FOUNDATION TO |
| | THE WALL FRAMING INDICATINT THE ALL CONNECTION STRAPS. |
| | ALSO SHOW IN DETAIL HOW THE NEW ROOF WILL TIE INTO THE |
| | EXISTING HOUSE. |
| | |
| | 21)R602.1.2FIREBLOCKING SHALL BE PROVIDED TO CUT |
| | OFF ALL CONCEALED DRAFT OPENINGS AND TO FORM AN |
| | EFFECTIVE FIRE BARRIER BETWEEN THE WALLS AND ROOF |
| | SPACE. SHOW COMPLIANCE. |
| | |
| | MYRON JACOBS |
| | BUILDING PLANS EXAMINER |
| | (561) 805-6726 |
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