| Date |
Text |
| 2009-05-22 13:41:08 | BUILDING PLAN REVIEW |
| | PERMIT: 09050164 |
| | ADD: 7708 MARTIN AVE |
| | CONT: O/B NORM LAWSON |
| | TEL: (561)253-4968 |
| | |
| | FL BLD CODE= 2007 FLORIDA BUILDING CODE |
| | W/ 2009 FBC SUPPLEMENTS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | REVIEW |
| | ACTION: DENIED |
| | |
| | 1A) PLANS SUBMITTED FOR PERMIT (FIRST TIME REVIEW) |
| | AFTER MARCH 1ST, 2009 SHALL BE REVIEWED TO THE 2007 FBC |
| | BUILDING WITH 2009 PLEASE INDICATE AS SUCH. |
| | |
| | 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. |
| | |
| | 2A) MISSING WIND INFORMATION: 1603.1.4 WIND DESIGN |
| | DATA./ R 301.2.1 |
| | THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL |
| | BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE |
| | DESIGN OF THE LATERAL-FORCE-RESISTING SYSTEM OF THE |
| | BUILDING: |
| | 1. BASIC WIND SPEED (3-SECOND GUST), MILES PER HOUR |
| | (KM/HR). |
| | |
| | 2. WIND IMPORTANCE FACTOR, I W , AND BUILDING |
| | CLASSIFICATION FROM TABLE 1604.5 OR TABLE 6-1, ASCE 7 |
| | AND BUILDING CLASSIFICATION IN TABLE 1-1, ASCE 7. |
| | |
| | 3. WIND EXPOSURE, IF MORE THAN ONE WIND EXPOSURE IS |
| | UTILIZED, THE WIND EXPOSURE AND APPLICABLE WIND |
| | DIRECTION SHALL BE INDICATED. |
| | |
| | 4. THE APPLICABLE ENCLOSURE CLASSIFICATIONS AND, IF |
| | DESIGNING WITH ASCE 7, INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 5. COMPONENTS AND CLADDING. THE DESIGN WIND PRESSURES |
| | IN TERMS OF PSF (KN/M 2 ) TO BE USED FOR THE SELECTION |
| | OF EXTERIOR COMPONENTS AND CLADDING MATERIALS NOT |
| | SPECIFICALLY |
| | DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL. |
| | |
| | 2B) PLANS DO NOT INDICATE THAT ANY OF THE WOOD IN THE |
| | DECK WILL BE BUILT WITH EITHER PRESSURE TREATED WOOD OR |
| | NATURALLY DURABLE WOOD. R319.1 LOCATION REQUIRED. |
| | PROTECTION FROM DECAY SHALL BE PROVIDED IN THE |
| | FOLLOWING LOCATIONS BY THE USE OF NATURALLY DURABLE |
| | WOOD OR WOOD THAT IS PRESERVATIVE TREATED IN ACCORDANCE |
| | WITH AWPA U1 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND |
| | END USE. PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF |
| | AWPA U1. |
| | |
| | 1. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR |
| | WHEN CLOSER THAN 18 INCHES (457 MM) OR WOOD GIRDERS |
| | WHEN CLOSER THAN 12 INCHES (305 MM) TO THE EXPOSED |
| | GROUND |
| | IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE |
| | PERIPHERY OF THE BUILDING FOUNDATION. |
| | |
| | 2. ALL WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR |
| | MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8 |
| | INCHES (203 MM) FROM THE EXPOSED GROUND. |
| | |
| | 3. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY |
| | OR CONCRETE WALLS HAVING CLEARANCES OF LESS THAN 0.5 |
| | INCH (12.7 MM) ON TOPS, SIDES AND ENDS. |
| | |
| | 4. WOOD SIDING, SHEATHING AND WALL FRAMING ON THE |
| | EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN |
| | 6 INCHES (152 MM) FROM THE GROUND. |
| | |
| | PLEASE DRAW EITHER A ELEVATION AND OR SECTION THROUGH |
| | THE DECK, INDICATING THE DEPTH OF THE 4"X4" AND AMOUNT |
| | OF CONCRETE WHICH CREATES THE FOOTING WXTX L. |
| | |
| | 2C) PLANS FAIL TO INDICATE THE LIVE LOADS TO BE PLACED |
| | ON THE FLOOR JOIST, PLANS DRAWN ARE CONSIDERED SIMPLE |
| | SPAN, BUT NO SPACING IS PROVIDED? PLEASE PROVIDE |
| | SPECIES OF WOOD, |
| | GRADE OF WOOD, DEAD LOADS, AND DEFLECTION, TABLE |
| | R502.2.3(2) . |
| | |
| | 3) PLEASE PROVIDE A WALL CONNECTION DETAIL INDICATING |
| | THE LENGTH OF THE 1/2" WEDGE ANCHORS TO BE USED, THE |
| | ELEVATION OF THE NEW WOOD DECK IN REGARDS TO THE |
| | INTERIOR FINISH |
| | FLOOR, AND THE EXTERIOR FINISH OF THE BUILDING, BE WOOD |
| | SIDING, STUCCO, ETC... R502.2.2 DECKS. WHERE SUPPORTED |
| | BY ATTACHMENT TO AN EXTERIOR WALL, DECKS SHALL BE |
| | POSITIVELY |
| | ANCHORED TO THE PRIMARY STRUCTURE AND DESIGNED FOR BOTH |
| | VERTICAL AND LATERAL LOADS AS APPLICABLE. SUCH |
| | ATTACHMENT SHALL NOT BE ACCOMPLISHED BY THE USE OF |
| | TOENAILS OR NAILS |
| | SUBJECT TO WITHDRAWAL. WHERE POSITIVE CONNECTION TO THE |
| | PRIMARY BUILDING STRUCTURE CANNOT BE VERIFIED DURING |
| | INSPECTION, DECKS SHALL BE SELF- SUPPORTING. FOR DECKS |
| | WITH |
| | CANTILEVERED FRAMING MEMBERS, CONNECTIONS TO EXTERIOR |
| | WALLS OR OTHER FRAMING MEMBERS, SHALL BE DESIGNED AND |
| | CONSTRUCTED TO RESIST UPLIFT RESULTING FROM THE FULL |
| | LIVE LOAD |
| | SPECIFIED IN TABLE R301.5 ACTING ON THE CANTILEVERED |
| | PORTION OF THE DECK. |
| | |
| | 4) PLEASE PROVIDE SECTION OF THE ATTACHMENT OF FLOOR |
| | JOIST TO THE HEADER, WILL YOU BE USING EITHER BUCKETS |
| | OR HANGERS, PLEASE PROVIDE THE MANUFACTURER, MODEL |
| | NUMBERAND OR |
| | SERIES. RULE 9B-72 PRODUCT APPROVALS. |
| | |
| | 5) PLEASE REVIEW YOUR DESIGN ON THE LEFT END SIDE OF |
| | THE SHEET THE FLOOR JOIST ARE TYING INTO THE HEADER |
| | THAT IS TO BE BOLTED INTO THE STEMWALL FOUNDATION, |
| | INTHE CENTER AND RIGHT |
| | SIDE THE PLANS INDICATE A SINGLE HEADER WHICH INTHE |
| | CENTER 80 SQ FT OF DECK TRANSFER AND THE RIGHT SIDE OF |
| | THE DECK 40 FT OF DECK TRANSFERS ONTO, THERE IS ALOT OF |
| | QUESTIONS |
| | ABOUT THIS DESIGN. PLEASE SEE ME IN PERSON. |
| | |
| | 6) SINCE THERE IS NO ELEVATION VIEWS ADDITIONAL |
| | INFORMATION MAY BE REQUIRED, WILL STAIRS BE REQUIRED, |
| | AND OR WILL GUARDRAILS BE OF CONCERNS. |
| | |
| | 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. |
| | |
| | JIM WITMER C. B. O. |
| | BUILDING PLAN REVIEW II |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)805-6731 |
| | E-MAIL: [email protected] |
| | |
| | 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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