| Date |
Text |
| 2009-06-04 15:16:21 | BUILDING PLAN REVIEW |
| | PERMIT: 09030628 |
| | ADD: 1320 N. MANGONIA DRIVE |
| | CONT: HBR DEVELOPERS, LLC |
| | TEL: (561)371-8546 |
| | |
| | FL BLD CODE= 2007 FLORIDA RESIDETIAL BUILDING CODE |
| | W/ 2009 FBC SUPPLEMENTS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | JUNE 5,2009 |
| | 2ND REVIEW |
| | ACTION: DENIED |
| | |
| | 1) COMPLIED. |
| | |
| | 2) CONCERNS OVER LINTELS SIZE INDICATED ON SHEET A-2 |
| | AND LGRAVITY LOADING OF TRUSS A-2 FOUND ON SHEET A-5. |
| | SHEET A-2 INDICATES THE USE OF A 8"X8" LINTEL WITH 2# 3 |
| | TOP STEEL AND ONE# 5 BOTTOM STEEL SPANNING 10'-6" . |
| | 2A) CONCERN A IS THAT NO GRAVITY LOADS HAVE BEEN |
| | PROVIDED, NOR HAS THE PRODUCT APPROVAL FOR THE PRE-CAST |
| | BEEN HIGHLIGHTED INDICATING THE TYPE OF LINTEL TO BE |
| | INSTALLED AND ASSCIATED SAFE LOADS THAT THE LINTEL WILL |
| | CARRY. R606.8 LINTELS. MASONRY OVER OPENINGS SHALL BE |
| | SUPPORTEDBY STEEL LINTELS, REINFORCED CONCRETE OR |
| | MASONARY LINTELS OR MASONARY ARCHES, DESIGNED TO |
| | SUPPORT LOADS IMPOSED. |
| | |
| | 2B) CONCERN B, IS UASUALLY TRUSS LAYOUT SHEETS INDICATE |
| | THE JACKS STARTING AT 1', 3', 5',& 7' BEING THE GIRDER |
| | OR TRUSS THAT WILL PICK UP THE ADDITIONAL GRAVITY |
| | LOADING OF THE JACKS. IF THE JACK TRUSSES |
| | CANTILEVER OVER THE LINTEL 2'-0" THE LOADING WILL |
| | BASICALLY BALANCE OUT AT 4'-0" BACK FROM THE BEGINING |
| | OF THE TRUSS. FROM 4'-0 TO THE GIRDER TRUSS LOCATED AT |
| | 7'-0 PLUS THE 1'-0" TRIBUTARY AREA FROM THE OTHER SIDE |
| | OF THE TRUSS WOULD MEAN A 4'-0" TRIBUTARY AREA PER FOOT |
| | IS BEING CARRIED AT THIS POINTMULTIPLY THIS BY 1/2 THE |
| | SPAN AND AT 60 PSF WOULD BE A GRAVITY LOAD ON EACH END |
| | OF 4560 GRAVITY LOAD AT EACH END OF THE TRUSS, PLEASE |
| | INDICATE WHICH TYPE OF LINTEL WILL BE USED TO CARRY |
| | THIS LOADING. PLEASE PROVIDE TRUSS DRAWINGS PER |
| | R802.1.6.1 TRUSS DESIGN DRAWINGS, |
| | R802.1.6 WOOD TRUSSES. |
| | R802.1.6.1 TRUSS DESIGN DRAWINGS. |
| | TRUSS DESIGN DRAWINGS, PREPARED IN CONFORMANCE WITH |
| | SECTION R802.1.6.1, SHALL BE PROVIDED TO THE BUILDING |
| | OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS |
| | DESIGN DRAWINGS SHALL INCLUDE, AT A MINIMUM, THE |
| | INFORMATION SPECIFIED BELOW. TRUSS DESIGN DRAWING SHALL |
| | BE PROVIDED WITH THE SHIPMENT OF TRUSSES DELIVERED TO |
| | THE JOBSITE. |
| | 1. DESIGN WIND SPEED AND EXPOSURE CATEGORY. |
| | 2. SLOPE OR DEPTH, SPAN AND SPACING. |
| | 3. LOCATION OF ALL JOINTS. |
| | 4. REQUIRED BEARING WIDTHS. |
| | 5. DESIGN LOADS AS APPLICABLE. |
| | 5.1. TOP CHORD LIVE LOAD. |
| | 5.2. TOP CHORD DEAD LOAD. |
| | 5.3. BOTTOM CHORD LIVE LOAD. |
| | 5.4. BOTTOM CHORD DEAD LOAD. |
| | 5.5. CONCENTRATED LOADS AND THEIR POINTS OF |
| | APPLICATION. |
| | 5.6. CONTROLLING WIND AND EARTHQUAKE LOADS. |
| | 6. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN |
| | VALUES FOR CONDITIONS OF USE. |
| | 7. EACH REACTION FORCE AND DIRECTION. |
| | 8. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, |
| | THICKNESS OR GAUGE) AND THE DIMENSIONED LOCATION OF |
| | EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY LOCATED |
| | RELATIVE TO THE JOINT INTERFACE. |
| | 9. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. |
| | 10. CONNECTION REQUIREMENTS FOR: |
| | 10.1. TRUSS TO TRUSS GIRDER. |
| | 10.2. TRUSS PLY TO PLY. |
| | 10.3. FIELD SPLICES. |
| | 11. CALCULATED DEFLECTION RATIO AND/OR MAXIMUM |
| | DESCRIPTION FOR LIVE AND TOTAL LOAD. |
| | 12. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS |
| | MEMBERS TO ENABLE THE BUILDING DESIGNER TO DESIGN THE |
| | SIZE, CONNECTIONS AND ANCHORAGE OF THE PERMANENT |
| | CONTINUOUS LATERAL BRACING. FORCES SHALL BE SHOWN ON |
| | THE TRUSS DESIGN DRAWING OR ON SUPPLEMENTAL DOCUMENTS. |
| | 13. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATION. |
| | |
| | 3) SHEET A-3 INDICATES AT THE TUB THE WINDOW SILL IS |
| | LESS THAN 60" ABOVE THE STANDING SURFACE OF THE TUB |
| | MAKING THIS WINDOW A HAZARDOUS LOCATION PER: |
| | R308.4 HAZARDOUS LOCATIONS.THE FOLLOWING SHALL BE |
| | CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE |
| | PURPOSES OF GLAZING: |
| | |
| | R308.4 (5).GLAZING IN DOORS AND ENCLOSURES FOR HOT |
| | TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND |
| | SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL |
| | ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED |
| | EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) |
| | MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING |
| | SURFACE. PLEASE UPDATE WINDOW SCHEDULE FOUND ON A2 |
| | WINDOW |
| | H32 TO BE SAFETY GLAZED PER TABLE R 308.3 CATEGORY |
| | CLASS II. |
| | |
| | 4) COMPLIED. |
| | |
| | 5) SHEET A-2 IS MISSING ATTIC ACCESS IN THE NEW |
| | ADDITION. R807.1 ATTIC ACCESS. |
| | IN BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF |
| | CONSTRUCTION, AN ATTIC ACCESS OPENING SHALL BE PROVIDED |
| | TO ATTIC AREAS THAT EXCEED 30 SQUARE FEET (2.8 M2) AND |
| | HAVE A VERTICAL HEIGHT OF 30 INCHES (762 MM) OR |
| | GREATER. |
| | THE ROUGH-FRAMED OPENING SHALL NOT BE LESS THAN 22 |
| | INCHES BY 30 INCHES (559 MM BY 762 MM) AND SHALL BE |
| | LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE |
| | LOCATION. A 30-INCH (762 MM) MINIMUM UNOBSTRUCTED |
| | HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED AT SOME |
| | POINT ABOVE THE ACCESS OPENING. SEE SECTION M1305.1.3 |
| | FOR ACCESS REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS |
| | LOCATED IN ATTICS. |
| | |
| | 6A) PRODUCT APPROVAL 06-0606.05 BERMUDA CONCRETE FLAT |
| | TILE PLEASE INDICATE HOW TILE WILL BE FASTENED TO THE |
| | UNDERLAYMENT.R905.3.7 TILE SHALL BE APPLIED IN |
| | ACCORDANCE WITH THIS CHAPTER AND THE MANUFACTURER'S |
| | INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF THE |
| | FRSA/TRI 07320 BASED ON THE FOLLOWING: |
| | ATTACHMENT. CLAY AND CONCRETE ROOF TILES SHALL BE |
| | FASTENED IN ACCORDANCE WITH FRSA/TRI INSTALLATION |
| | MANUAL 07320. |
| | TABLE R905.3.7 CLAY AND CONCRETE TILE ATTACHMENT. |
| | RESERVED. |
| | |
| | 6B) R905.3.7.1. HIP AND RIDGE TILES. HIP AND RIDGE |
| | TILES SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI |
| | 07320 MANUAL.7) .PROVIDE HIP AND RIDGE ATTACHMENT |
| | INFORMATION NOT FOUND IN NOA. |
| | |
| | 7) OWES STATE RADON FEES OF $10.30 TO BE PAID BEFORE |
| | PERIMT ISSUANCE. |
| | |
| | 8) COMPLIED. |
| | 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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