| Date |
Text |
| 2009-08-12 08:31:25 | BUILDING PLAN REVIEW |
| | PERMIT: 09070601 |
| | ADD: 110 RUSSLYN DR |
| | CONT: O/ B FORREST, CAROLINE, K |
| | TEL: (561)951-4122 |
| | |
| | FL BLD CODE= 2007 FLORIDA BUILDING CODE |
| | W/ 2009 FBC SUPPLEMENTS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | 1) PLANS SUBMITTED FOR PERMIT (FIRST TIME REVIEW) AFTER |
| | MARCH 1ST, 2009 SHALL BE REVIEWED TO THE 2007 FBC |
| | BUILDING WITH 2009 SUPPLEMENTS. |
| | |
| | PLANS WILL ALSO BE REVIEWED TO THE 2007 EXISTING |
| | BUILDING CODE W/ 2009 SUPPLEMENTS, PLEASE INDICATE TO |
| | WHAT LEVEL ALTERATION WILL BE COMPLETED UNDERTHIS |
| | PERMIT. |
| | 401.4 A DESIGN PROFESSIONAL OR AN OWNER MUST ELECT ONE |
| | OR A COMBINATION OF LEVELS OF ALTERATION PURSUANT TO |
| | SECTIONS 403, 404 AND 405 OF THIS CODE. |
| | |
| | 2) (2004 FBC) 106.1.1 INFORMATION ON CONSTRUCTION |
| | DOCUMENTS. CONSTRUCTION DOCUMENTS SHALL BE OF |
| | SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE & |
| | EXTENT OF THE WORK PROPOSED & SHOW IN DETAIL THAT IT |
| | WILL CONFORM TO THE PROVISIONS OF THIS CODE AND |
| | RELEVANT LAWS, ORDINANCES, AND RULES AND REGULATIONS AS |
| | DETERMINED BY THE BUILDING OFFICIAL. THE PERMIT |
| | APPLICATION UNDER DESCRIPTION OF WORK DOES NOT REFLECT |
| | THE AMOUNT OF WORK SHOWN ON THE PLANS. PLEASE |
| | COORDINATE! |
| | |
| | 3) SHEET S100 DOES NOT INDICATE THE EXISTING NOR THE |
| | NEW FINISH FLOOR ELEVATIONS. PLEASE NOTE THIS PROPERTY |
| | IS LOCATED IN A FLOOD ZONE A5 WITH THE BASE FLOOD |
| | ELEVATION OF 7'-0" PLUS THE CITY REQUIREMENT OF AN |
| | ADDITIONAL 6 INCHES OR FINISH FLOOR OF 7'-6" . THIS |
| | REQUIREMENT WOULD BE FOR ANY A/C EQUIPMENT PADS. PLEASE |
| | NOTE TTHE FINISH FLOOR ELEVATIONS ON THE PLANS. |
| | PLEASE SEE ATTACHED DOCUMENTS. |
| | |
| | 4) SHEET S100: |
| | 4A) INDICATES THE USE OF GROUTED CELLS AND THE USE OF A |
| | CONCRETE BEAM, THE PLANS DO NOT PROVIDE THE STRENGTH OF |
| | THE GROUTE NOR THE STRENGTH NOR TYPE OF CONCRETE TO BE |
| | USED IN THE CONCRETE BEAM. |
| | 901.2 PLAIN AND REINFORCED CONCRETE. STRUCTURAL |
| | CONCRETE SHALL BE DESIGNED AND CONSTRUCTED IN |
| | ACCORDANCE WITH THE REQUIREMENTS OF THIS CHAPTER AND |
| | ACI 318 AS AMENDED IN SECTION 1908 OF THIS CODE. EXCEPT |
| | FOR THE PROVISIONS OF SECTIONS 1904 AND 1910, THE |
| | DESIGN AND CONSTRUCTION OF SLABS ON GRADE SHALL NOT BE |
| | GOVERNED BY THIS CHAPTER UNLESS THEY TRANSMIT VERTICAL |
| | LOADS OR LATERAL FORCES FROM OTHER PARTS OF THE |
| | STRUCTURE TO THE SOIL. |
| | 1901.4 CONSTRUCTION DOCUMENTS. THE CONSTRUCTION |
| | DOCUMENTS FOR STRUCTURAL CONCRETE CONSTRUCTION SHALL |
| | INCLUDE: |
| | |
| | 1. THE SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE AT |
| | THE STATED AGES OR STAGES OF CONSTRUCTION FOR WHICH |
| | EACH CONCRETE ELEMENT IS DESIGNED. |
| | |
| | 2. THE SPECIFIED STRENGTH OR GRADE OF REINFORCEMENT. |
| | |
| | 3. THE SIZE AND LOCATION OF STRUCTURAL ELEMENTS, |
| | REINFORCEMENT, AND ANCHORS. |
| | |
| | PLEASE NOTE THAT GROUT AND PUMP MIX ARE NOT THE SAME |
| | MIX! |
| | |
| | 4B) THE GAGARGE APPEARS TO ALSO HAVE A CONCRETE BEAM |
| | WITH NO INFORMATION A TO SIZE SHEET A100 APPEARSS TO |
| | HAVE LIGHTS HANGING FROM THE BEAM ? CUT SECTION AA ONLY |
| | PROVIDES A DETAIL OF THE FOOTING NOT THE BEAM? |
| | |
| | 5) SHEET S100 ALSO DOES NOT HAVE ANY INFORMATION ABOUT |
| | TERMITE PROTECTION FOR THE NEW SLABS. |
| | 1816.1 TERMITE PROTECTION. TERMITE PROTECTION SHALL BE |
| | PROVIDED BY REGISTERED TERMITICIDES, INCLUDING |
| | SOIL-APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES |
| | APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE |
| | PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT |
| | TO NEW CONSTRUCTION. SEE SECTION 202, REGISTERED |
| | TERMITICIDE. UPON COMPLETION OF THE APPLICATION OF THE |
| | TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF |
| | COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT |
| | BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE |
| | FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A |
| | COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN |
| | TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND |
| | LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF |
| | AGRICULTURE AND CONSUMER SERVICES." |
| | |
| | 6) SHEET S100 NEW SLAB INFORMATION DOES NOT PROVIDE THE |
| | MINIMUM STRENGTH OF CONCRETE FOR THE SLAB. 106.1.2 |
| | ADDITIONAL INFORMATION. |
| | |
| | 7) SHEET S100 INDICATES NEW CONCRETE BLOCK GOUTED CELLS |
| | ON BOTH SIDES OF THE GARAGE DOOR OPENING. PLANS DO NOT |
| | INDICATE ANY BEAM ABOVE THE GARAGE DOOR OPENING PLEASE |
| | PROVIDE ADDITIONAL INFORMATION 106.1.2. |
| | |
| | 8) SHEET S100 ALSO INDICATES THE USE OF (2) 2X10'S @ |
| | 4-0" O. C. WITH 3/4 " PLYWOOD. R803.2.2 ALLOWABLE |
| | SPANS. THE MAXIMUM ALLOWABLE SPANS FOR WOOD STRUCTURAL |
| | PANEL ROOF SHEATHING SHALL NOT EXCEED THE VALUES SET |
| | FORTH IN TABLE R503.2.1.1(1), OR APA E30. |
| | |
| | 8A) THERE ARE TWO ISSUES AT HAND, FIRST THE RAFTERS 2@ |
| | 2X10'S PLEASE PROVIDE THE SPECIES AND GRADE OF WOOD TO |
| | BE USED FOR RAFTERS. |
| | |
| | 8B) THE ALLOWABLE SPANS FOR WOOD STRUCTURAL PANEL ROOF |
| | SHEATHING FOUND IN APA E30 INDICATES A FOOTNOTE (B) |
| | THAT EITHER REQUIRES 2 PANEL CLIPS PER SPAN OR EDGE |
| | SUPPORTS MAY BE PROVIDED BY TONGUE AND GROOVE EDGES OR |
| | BY SOLID BLOCKING. PLEASE INDICATE WHICH OF THESE |
| | OPTIONS YOU PLAN ON USING. |
| | |
| | 9) SHEET A300 : |
| | |
| | 9A) PLANS FAIL TO INDICATE THE R-VALUE OF THE |
| | ROOF-CEILING INSULATION TO BE INSTALLED. |
| | |
| | 9B) PLANS ALSO FAIL TO INDICATE THE THICKNESS OF THE |
| | CEILING DRYWALLAND THE ADDITIONAL SUPPORTS REQUIRED TO |
| | HANG THE CEILING FROM. PLEASE ALSO PROVIDE THE LIVE & |
| | DEAD LOADS AS WELL AS DEFLECTION LEVELS. |
| | |
| | 9C) THE ELEVATIONS INDICATE THE REUSING OF THE EXISTING |
| | SLIDDING GLASS DOORS PROVIDE DOCUMENTATION THAT THEY |
| | MEET WIND PRESSURES. THE EXISTING DOORS WILL NOT NEED |
| | TO MEET LARGE MISSILE TESTING IF : |
| | A)EXISTING BUILDING CODE 606.5 OPENINGS IN SUNROOMS, |
| | ENCLOSED BALCONIES AND ENCLOSED PORCHES CONSTRUCTED |
| | UNDER EXISTING ROOFS OR DECKS ARE NOT REQUIRED TO BE |
| | PROTECTED, PROVIDED THE SPACE IS SEPARATED FROM THE |
| | BUILDING INTERIOR BY A WALL AND ALL OPENINGS IN THE |
| | SEPARATING WALL ARE PROTECTED IN ACCORDANCE WITH |
| | SECTION 1609.1.2 OF THE FLORIDA BUILDING |
| | CODE, BUILDING . SUCH SPACES SHALL BE PERMITTED TO BE |
| | DESIGNED AS ENCLOSED OR PARTIALLY ENCLOSED. |
| | OR |
| | B) SHUTTERS TO BE APPLIED TO THE NEW LOGGIA SLIDING |
| | GLASS DOOR OPENINGS. 2007FBC/ 1609.1.2 |
| | PROTECTION OF OPENINGS IN WIND-BORNE DEBRIS REGIONS, |
| | EXTERIOR GLAZING THAT RECEIVES POSITIVE PRESSURE IN THE |
| | LOWER 60 FEET (18.3 M) IN BUILDINGS SHALL BE ASSUMED TO |
| | BE OPENINGS AND THE BALANCE OF GLAZED OPENINGS IN THE |
| | REST OF THE BUILDING SHALL BE ASSUMED TO BE ZERO UNLESS |
| | SUCH GLAZING THAT RECEIVES POSITIVE PRESSURE IS IMPACT |
| | RESISTANT OR PROTECTED WITH AN IMPACT RESISTANT |
| | COVERING MEETING THE REQUIREMENTS OF SSTD 12, ASTM E |
| | 1886 AND ASTM E 1996, OR MIAMI-DADE TAS 201, 202 AND |
| | 203 REFERENCED THEREIN AS FOLLOWS: 1. GLAZED OPENINGS |
| | LOCATED WITHIN 30 FEET (9.1 M) OF GRADE SHALL MEET THE |
| | REQUIREMENTS OF THE LARGE MISSILE TEST. 2. GLAZED |
| | OPENINGS LOCATED MORE THAN 30 FEET (9.1 M) ABOVE GRADE |
| | SHALL MEET THE PROVISIONS OF THE SMALL MISSILE TEST. |
| | |
| | 9D) THE PLANS APPEAR TO HAVE THE ROOF FRAMING MEMBERS |
| | TO CONTINUE OVER THE EXISTING FOYER AREA, PLEASE |
| | PROVIDE FRAMING DETAILS AS TO THE SIZE & FREQUENCY OF |
| | FRAMING MEMBERS, SPECIES OF WOOD AND GRADE . PLEASE |
| | ALSO PROVIDE TIE DOWN INFORMATION FOR THESE FRAMING |
| | MEMBERS. |
| | |
| | 10) FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING, |
| | PROVIDE 2 COPIES OF PRODUCT TESTING REPORTS, MISSING |
| | REPORTS ARE AS FOLLOWS: |
| | 10A) SLIDING GLASSS DOORS IF 9A IS NOT APPLIED. 9B-72 |
| | B) TRUSS ANCHORS 9B-72 |
| | |
| | 11) 106.3.3 PRODUCT APPROVALS. THOSE PRODUCTS WHICH ARE |
| | REGULATED BY THE DCA RULE 9B-72 SHALL BE REVIEWED AND |
| | APPROVED IN WRITTING BY THE DESIGNER OF RECORD PRIOR TO |
| | SUBMITTAL FOR JURISDICTIONAL APPROVAL. ROOFING APPROVAL |
| | DOES NOT HAVE SHOP DRAWING STAMP. |
| | |
| | 12) ROOFING ASSEMBLIES APPROVAL NOA 07-0730.03 PAGE 16 |
| | IS INDICATED AS THE SUB-SYSTEM TO BE INSTALLED. THE |
| | INDICATED DESIGN PRESSURE OF -52.5 IS INDICATED AND |
| | LIMITATION# 7 APPLIES REQUIRING ENHANCED FASTENING IN |
| | ZONES 2& 3 RAS 117 APPLIES, PROVIDE FASTENING FOR ZONES |
| | 2&3. |
| | |
| | 13) 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. |
| | |
| | ELECTRICAL COMMENTS: |
| | 2005 NEC |
| | 1) GARAGE OUTLETS NEED TO INDICATE THEY ARE |
| | GROUND-FAULT CIRCUIT- INTERRUPTER CIRCUIT PER |
| | 210.8(A)(2) GARAGES. |
| | |
| | 2) LOGGIA: WALL OUTLETS ARE MISSING PER SECTION |
| | 210.52(A)(1)-(A)(3). |
| | |
| | 3) PLEASE INDICATE COMPLIANCE WITH EITHER EXISTING OR |
| | NEW OUTLETS PER 210.52(5)(E) OUTDOOR OUTLETS. |
| | |
| | 4) LOGGIA ROOM ITSELF DOES NOT HAVE LIGHTING OUTLETS |
| | WITHIN THE ROOM PER 210.70(A)(1) HABITABLE ROOMS |
| | |
| | JIM WITMER C. B. O. |
| | BUILDING PLAN REVIEW II |
| | SFP-100 |
| | TEL: (561)805-6715 |
| | FAX: (561)805-6731 |
| | E-MAIL: [email protected] |
| | SURVEY: |
| | WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES |
| | |
| | PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS |
| | LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS |
| | REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO |
| | THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE |
| | THEREFORE SUBJECT TO PUBLIC DISCLOSURE. |
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