| Date |
Text |
| 2015-03-17 11:43:43 | BUILDING PLAN REVIEW |
| | W. P. B. REVISION: 15030360 |
| | W. P. B. PERMIT: 13110271 |
| | ADD: 1750 OKEECHOBEE RD. |
| | CONT: THORTON & THORTON |
| | TEL: (321)229-3406 |
| | 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: TUES. MARCH 17/ 2015 |
| | ACTION: DENIED |
| | |
| | 1) II-A1-0 PROJECT DATA LIST THIS BUILDING AS A TYPE |
| | IA-UNPROTECTED- SPRINKLERED. PLEASE NOTE FOR A TYPE IA |
| | BUILDING THERE ARE PROTECTED MEMBERS SEE FBC-B TABLE |
| | 601 FOR STRUCTURAL MEMBERS THAT REQUIRE FIRE RESISTANCE |
| | RATING. |
| | |
| | 2A) SHEET II-A5-0 DETAIL # 1 EAST ELEVATION SHOWS NEW |
| | ENTRY DOORS AND SIDE LITES, PLEASE PROVIDE PRODUCT |
| | APPROVALS FOR THIS OPENING. |
| | SHOP DRAWING STAMP OF APPROVAL |
| | 106.3* PRODUCT APPROVALS. THOSE PRODUCTS WHICH ARE |
| | REGULATED BY DCA RULE 9N-3 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... |
| | |
| | |
| | 2B) SHEET II-A2-1 DEMO SHEET INDICATES ON THE NORTH |
| | ELEVATION A DOUBLE DOORWAY BEING CLOSED, PLEASE PROVIDE |
| | DETAILS. SHEET II-A2-0 NORTH ELEVATION SHOWS A NEW |
| | 3'-0" EXIT DOORWAY THIS DOOR WILL REQUIRE PRODUCT |
| | APPROVAL ALSO AS WELL AS A SECTION THROUGH THE NEW |
| | DOORWAY FOR THE NEW COLUMNS AND LINTEL THAT WILL BE |
| | REQUIRED . |
| | |
| | SHOP DRAWING STAMP OF APPROVAL |
| | 106.3* PRODUCT APPROVALS. THOSE PRODUCTS WHICH ARE |
| | REGULATED BY DCA RULE 9N-3 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... |
| | |
| | 3) SHEET II-A4-0 AND DETAI # 3& 4 BOTH SHOW A NEW |
| | HOLLOW PANK EYEBROW SYSTEM. SHEET I-S2.0 DETAIL # 1 & 3 |
| | SHOWS THE NEW COLUMN DETAILS AND THE TIE INTO THE |
| | CONCRETE HOLLOW PLANK FLOOR SYSTEM. THE PLANS STATE THE |
| | TIE IN TO BE DESIGNED BY THE HOLLOW PLANK MANUFATURER. |
| | THE CONCRETE HOLLOW PLANK |
| | MANUFACTURER WILL NEED TO PROVIDE THE ENGINEERED DESIGN |
| | CRITERIA THAT THIS UNIT IS BEING DESIGNED FOR THIS |
| | APPLICATIION AND WIND SPEED. |
| | |
| | 107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS. |
| | CONSTRUCTION DOCUMENTS SHALL BE DIMENSIONED AND DRAWN |
| | UPON SUITABLE MATERIAL. ELECTRONIC MEDIA DOCUMENTS |
| | SHALL BE SUBMITTED WHEN APPROVED BY THE BUILDING |
| | OFFICIAL. CONSTRUCTION DOCUMENTS SHALL BE OF SUFFICIENT |
| | CLARITY TO INDICATE THE LOCATION, NATURE AND EXTENT OF |
| | THE WORK PROPOSED AND SHOW IN DETAIL THAT IT WILL |
| | CONFORM TO THE PROVISIONS OF THIS CODE AND RELEVANT |
| | LAWS, ORDINANCES, RULES AND REGULATIONS, AS DETERMINED |
| | BY THE BUILDING OFFICIAL. |
| | |
| | 4) SHEET II-A4.0 & II-A5.0 BOTH SHOW THE ADDITION OF A |
| | ROOFED OVER PATIO. SHEET II-S2.0 ALSO SHOWS THE USE OF, |
| | WOOD BEARING BEAMS, WOOD TRUSSES, WOOD SHEATHING, WOOD |
| | COLUMNS AND WOOD LEDGERS TO CREATE THE NEW CANOPY. |
| | PLEASE REVIEW 2010 FBC-B 603.1 COMBUSTIBLE MATERIAL IN |
| | TYPE I |
| | AND II CONSTRUCTION: 1. FIRE-RETARDANT-TREATED WOOD |
| | SHALL BE PERMITTED IN: |
| | |
| | 1.1. NONBEARING PARTITIONS WHERE THE REQUIRED |
| | FIRE-RESISTANCE RATING IS 2 HOURS OR LESS. |
| | |
| | 1.2. NONBEARING EXTERIOR WALLS WHERE NO FIRE RATING IS |
| | REQUIRED. |
| | |
| | 1.3. ROOF CONSTRUCTION, INCLUDING GIRDERS, TRUSSES, |
| | FRAMING AND DECKING. |
| | |
| | EXCEPTION: IN BUILDINGS OF TYPE IA CONSTRUCTION |
| | EXCEEDING TWO STORIES ABOVE GRADE PLANE, |
| | FIRE-RETARDANT-TREATED WOOD IS NOT PERMITTED IN ROOF |
| | CONSTRUCTION WHEN THE VERTICAL DISTANCE FROM THE UPPER |
| | FLOOR TO THE ROOF IS LESS THAN 20 FEET. |
| | |
| | 5) THE ROOFING MATIALS FOR BOTH THE HORIZONTAL CONCRETE |
| | HOLLOW CORE EYEBROW AND THE STANDING SEAM METAL ROOFING |
| | WILL ALSO REQUIRE PRODUCT APPROVALS. |
| | |
| | 107.2.1.2 FOR ROOF ASSEMBLIES REQUIRED BY THE CODE, THE |
| | CONSTRUCTION DOCUMENTS SHALL ILLUSTRATE, DESCRIBE AND |
| | DELINEATE THE TYPE OF ROOFING SYSTEM, MATERIALS, |
| | FASTENING REQUIREMENTS, FLASHING REQUIREMENTS AND WIND |
| | RESISTANCE RATING THAT ARE REQUIRED TO BE INSTALLED. |
| | PRODUCT EVALUATION AND INSTALLATION SHALL INDICATE |
| | COMPLIANCE WITH THE WIND CRITERIA REQUIRED FOR THE |
| | SPECIFIC SITE OR A STATEMENT BY AN ARCHITECT OR |
| | ENGINEER FOR THE SPECIFIC SITE MUST BE SUBMITTED WITH |
| | THE CONSTRUCTION DOCUMENTS. |
| | |
| | 6) SHEET II-A4-0 DETAIL # 3 SHOWS A NEW EXTERIOR WALL |
| | BEHEATH THE CONCRETE HOLLOW PLANKS EYEBROW. SHEET |
| | II-A5-0 DETAILS SHOW ANOTHER SECTION OF THIS SAME WALL. |
| | NOTE THERE ARE NO SECTIONS THROUGH THE ARCHITECTURAL |
| | NOR STRUCTURAL SHEETS GIVING ANY STRUCTURAL |
| | INFORMATION. ARE THE METAL STUDS, STRUCTURAL OR |
| | ARCHITECURAL, GAUGE, ANCHORING TOP AND BOTTOM PLATES, |
| | ALLOWABLE COMBUSTIBLES TYPE I CONSTRUCTION. FASTENERS, |
| | TYPE, SIZE AND FREQUENCY FOR THE SUBSHEATHING AND |
| | FINISH. |
| | |
| | 107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS. |
| | CONSTRUCTION DOCUMENTS SHALL BE OF SUFFICIENT CLARITY |
| | TO INDICATE THE LOCATION, NATURE AND EXTENT OF THE WORK |
| | PROPOSED AND SHOW IN DETAIL THAT IT WILL CONFORM TO THE |
| | PROVISIONS OF THIS CODE AND RELEVANT LAWS, ORDINANCES, |
| | RULES AND REGULATIONS, AS DETERMINED BY THE BUILDING |
| | OFFICIAL. |
| | |
| | 7) SHEET II-A5-0 DETAIL # 2 INDICATES A HANDRAIL ALONG |
| | THE NEW RAMP BUT THE HANDRAIL AS DRAWN CONTINUES DOWN |
| | THE SAME SLOPE AS THE RAMP FOR AN ADDITIONAL 8'-0". NO |
| | MENTION OF A HANDRAIL ON THE WALL SIDE OF THE RAMP. |
| | PLEASE REVIEW FBC-B 1010.8 . |
| | |
| | 8) SHEET II-S2.0 SHOWS A WIND LOAD SCHEDULE FOR ROOFING |
| | ZONES 1,2 & 3. THE SCHEDULE DOES NOT INDICATE IF THIS |
| | IS FOR A FLAT ROOF OR IF IT IS FOR THE SLOPED ROOF 2/12 |
| | PITCH. IF THIS FOR A FLAT ROOF THE PRESSURES SHOULD BE |
| | TAKEN AT 10 SQ. FT. THE PRESSURES SHOULD BE HIGHER THAN |
| | SHOWN. THERE SHOULD ALSO BE A SCHEDULE FOR A 2/12 |
| | SLOPED ROOF FOR THE METAL ROOFING. FBC-B 1609.1.2.3.1. |
| | |
| | 9) SHEET II-S1.0 DETAIL 5 SHOWS A DISCREPANCY IN WHERE |
| | THE WELD LOCATION IS LOCATED. THE PLANS DOES NOT SHOW |
| | THE WELD LOCATION FROM THE BASE PLATE TO COLUMN. |
| | 107.2.1.3 DISCRPANCY, ADDITIONAL INFORMATION IS |
| | REQUIRED. |
| | |
| | 10) BECAUSE OF THE WELDING ON THIS PROJECT AND THE |
| | HORIZONTAL CONCRETE HOLLOW PLANK EYEBROW COMPONENT THE |
| | CITY MAY REQUIRE A RESIDENT INSPECTOR ON THIS SITE. FOR |
| | THE SHORING OF THE HOLLOW PLANK EYEBROW AS WELL. PLEASE |
| | CONTACT KEN CONRAD MANAGER OF THE RESIDENT INSPECTOR |
| | PROGRAM AT 561-805-6715. |
| | |
| | 11) 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 CAN NOT 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] |
| | |
| | DEVELOPMENT SERVICES HOME PAGE |
| | HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP |
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