| Date |
Text |
| 2007-06-26 19:17:40 | PROJECT: 1317 PALM BEACH LAKES BLVD. |
| | |
| | PERMIT: SINGLE FAMILY RESIDENCE ADDITION/ INTERIOR |
| | REMODEL OF EXISTING |
| | |
| | REVIEW: 2004 FLORIDA BUILDING AND EXISTING BUILDING |
| | CODE WITH 2006 REVISIONS |
| | |
| | STATUS: DENIED |
| | |
| | |
| | REVIEW COMMENTS: |
| | |
| | |
| | 1) 901.2CREATION OR EXTENSION OF NONCONFORMITY. AN |
| | ADDITION SHALL NOT CREATE OR EXTEND ANY NONCONFORMITY |
| | IN THE EXISTING BUILDING TO WHICH THE ADDITION IS BEING |
| | MADE WITH REGARD TO ACCESSIBILITY, STRUCTURAL STRENGTH, |
| | FIRE SAFETY, MEANS OF EGRESS, OR THE CAPACITY OF |
| | MECHANICAL, PLUMBING, OR ELECTRICAL SYSTEMS. |
| | |
| | 2) 903.1COMPLIANCE WITH THE FLORIDA BUILDING CODE. |
| | ADDITIONS TO EXISTING BUILDINGS OR STRUCTURES ARE NEW |
| | CONSTRUCTION AND SHALL COMPLY WITH THE FLORIDA BUILDING |
| | CODE, BUILDING. |
| | |
| | 3) SECTION 904 |
| | SMOKE ALARMS IN OCCUPANCY GROUPS R-3 AND R-4 |
| | 904.1SMOKE ALARMS IN AN ADDITION. |
| | WHENEVER AN ADDITION IS MADE TO A BUILDING OR STRUCTURE |
| | OF A GROUP R-3 OR R-4 OCCUPANCY, HARDWIRED, |
| | INTERCONNECTED SMOKE ALARMS MEETING THE REQUIREMENTS OF |
| | THE FLORIDA BUILDING CODE, BUILDING OR THE FLORIDA |
| | BUILDING CODE, RESIDENTIAL SHALL BE INSTALLED AND |
| | MAINTAINED IN THE ADDITION. |
| | 904.2SMOKE ALARMS IN EXISTING PORTIONS OF A |
| | BUILDING. |
| | WHENEVER AN ADDITION IS MADE TO A BUILDING OR STRUCTURE |
| | OF A GROUP R-3 OR R-4 OCCUPANCY, THE EXISTING BUILDING |
| | SHALL BE PROVIDED WITH SMOKE ALARMS AS REQUIRED BY THE |
| | FLORIDA BUILDING CODE, BUILDING OR THE FLORIDA BUILDING |
| | CODE, RESIDENTIAL AS APPLICABLE. THE SMOKE ALARMS IN |
| | THE EXISTING BUILDING ARE NOT REQUIRED TO BE |
| | INTERCONNECTED WITH SMOKE ALARMS IN OTHER PORTIONS OF |
| | THE BASE BUILDING. |
| | |
| | 4) 905.1MINIMUM REQUIREMENTS. |
| | ACCESSIBILITY PROVISIONS FOR NEW CONSTRUCTION SHALL |
| | APPLY TO ADDITIONS. AN ADDITION THAT AFFECTS THE |
| | ACCESSIBILITY TO, OR CONTAINS AN AREA OF, PRIMARY |
| | FUNCTION SHALL COMPLY WITH THE REQUIREMENTS IN CHAPTER |
| | 11 OF THE FLORIDA BUILDING CODE, BUILDING. |
| | |
| | 5) PROVIDE WINDOW AND DOOR SCHEDULE. GLAZING LOCATED IN |
| | HAZARDOUS LOCATIONS SHALL COMPLY WITH THE FOLLOWING: |
| | |
| | R308.1 IDENTIFICATION. |
| | EACH PANE SHALL BEAR THE MANUFACTURER?S LABEL |
| | DESIGNATING THE TYPE AND THICKNESS OF GLASS OR GLAZING |
| | MATERIAL. EXCEPT AS INDICATED IN SECTION R308.1.1, EACH |
| | PANE OF GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS |
| | DEFINED IN SECTION R308.4 SHALL BE PROVIDED WITH A |
| | MANUFACTURER?S OR INSTALLER?S LABEL, DESIGNATING THE |
| | TYPE AND THICKNESS OF GLASS AND THE SAFETY GLAZING |
| | STANDARD WITH WHICH IT COMPLIES, WHICH IS VISIBLE IN |
| | THE FINAL INSTALLATION. THE SAFETY GLAZING LABEL SHALL |
| | BE ACID ETCHED, SANDBLASTED, CERAMIC-FIRED, EMBOSSED |
| | MARK, OR SHALL BE OF A TYPE WHICH ONCE APPLIED CANNOT |
| | BE REMOVED WITHOUT BEING DESTROYED. |
| | EXCEPTIONS: |
| | 1. FOR OTHER THAN TEMPERED GLASS, LABELS MAY BE OMITTED |
| | PROVIDED THE BUILDING OFFICIAL APPROVES THE USE OF A |
| | CERTIFICATE, AFFIDAVIT OR OTHER EVIDENCE FURNISHED BY |
| | THE GLAZING CONTRACTOR CERTIFYING THAT EACH LIGHT IS |
| | GLAZED IN ACCORDANCE WITH APPROVED CONSTRUCTION |
| | DOCUMENTS THAT COMPLY WITH THE PROVISIONS OF THIS |
| | CHAPTER CONFIRMING COMPLIANCE WITH THIS CODE. |
| | 2. TEMPERED SPANDREL GLASS MAY BE IDENTIFIED BY THE |
| | MANUFACTURER WITH A REMOVABLE PAPER LABEL |
| | |
| | R308.4 HAZARDOUS LOCATIONS. |
| | THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS |
| | LOCATIONS FOR THE PURPOSES OF GLAZING: |
| | |
| | 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. |
| | |
| | |
| | |
| | 6) PLEASE SUBMIT PRODUCT APPROVALS FOR 2-8 EXTERIOR |
| | DOOR LOCATED AT THE UTILITY ROOM. |
| | |
| | |
| | 7) THE DOOR JAMB DETAIL INDICATES A 2X4 WOOD BUCK. THE |
| | FRENCH DOOR SPECIFICATIONS SHOW THAT THE PRE-FABRICATED |
| | DOOR FRAME IS 4.5625". ALL BUCKS SHALL BE FULL WIDTH OF |
| | THE DOOR/WINDOW FRAME AS PER THE FOLLOWING: |
| | |
| | 1714.5.4.2 MASONRY, CONCRETE OR OTHER STRUCTURAL |
| | SUBSTRATE. |
| | WHERE THE WOOD SHIM OR BUCK THICKNESS IS LESS THAN 1? |
| | INCHES (38 MM), WINDOW AND DOOR ASSEMBLIES SHALL BE |
| | ANCHORED THROUGH THE MAIN FRAME OR BY JAMB CLIP OR |
| | SUBFRAME SYSTEM, IN ACCORDANCE WITH THE MANUFACTURER?S |
| | PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE |
| | SECURELY FASTENED DIRECTLY INTO THE MASONRY, CONCRETE |
| | OR OTHER STRUCTURAL SUBSTRATE MATERIAL. UNLESS |
| | OTHERWISE TESTED, BUCKS SHALL EXTEND BEYOND THE |
| | INTERIOR FACE OF THE WINDOW OR DOOR FRAME SUCH THAT |
| | FULL SUPPORT OF THE FRAME IS PROVIDED. SHIMS SHALL BE |
| | MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE |
| | LOADS, LOCATED AND APPLIED IN A THICKNESS CAPABLE OF |
| | SUSTAINING APPLICABLE LOADS. ANCHORS SHALL BE PROVIDED |
| | TO TRANSFER LOAD FROM THE WINDOW OR DOOR FRAME TO THE |
| | ROUGH OPENING SUBSTRATE. |
| | WHERE THE WOOD BUCK THICKNESS IS 1? INCHES (38 MM) OR |
| | GREATER, THE BUCK SHALL BE SECURELY FASTENED TO |
| | TRANSFER LOAD TO THE MASONRY, CONCRETE OR OTHER |
| | STRUCTURAL SUBTRATE AND THE BUCK SHALL EXTEND BEYOND |
| | THE INTERIOR FACE OF THE WINDOW OR DOOR FRAME.WINDOW |
| | AND DOOR ASSEMBLIES SHALL BE ANCHORED THROUGH THE MAIN |
| | FRAME OR BY JAMB CLIP OR SUBFRAME SYSTEM OR THROUGH THE |
| | FLANGE TO THE SECURED WOOD BUCK IN ACCORDANCE WITH THE |
| | MANUFACTURER?S PUBLISHED INSTALLATION INSTRUCTIONS. |
| | UNLESS OTHERWISE TESTED, BUCKS SHALL EXTEND BEYOND THE |
| | INTERIOR FACE OF THE WINDOW OR DOOR FRAME SUCH THAT |
| | FULL SUPPORT OF THE FRAME IS PROVIDED. SHIMS SHALL BE |
| | MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE |
| | LOADS, LOCATED AND APPLIED IN A THICKNESS CAPABLE OF |
| | SUSTAINING APPLICABLE LOADS. ANCHORS SHALL BE PROVIDED |
| | TO TRANSFER LOAD FROM THE WINDOW OR DOOR FRAME ASSEMBLY |
| | TO THE SECURED WOOD BUCK. |
| | |
| | 8) PLEASE PROVIDE DETAILS FOR THE FOLLOWING: |
| | |
| | A) INFILL CONCRETE MASONRY WALL AT REMOVAL OF |
| | INDICATED EXISTING WALL OPENINGS. |
| | B) COMPONENT AND CLADDING PRESSURE DIAGRAM. |
| | C) WALL LEGEND: EXISTING AND NEW CONSTRUCTION. D) |
| | WINDOW AND DOOR SCHEDULE. |
| | E) ROOF PITCH |
| | F) NEW ROOF FRAMING TO EXISTING ROOF FRAMING |
| | MECHANICAL CONNECTIONS. |
| | |
| | 9) PLEASE SUBMIT PRODUCT APPROVALS FOR ROOF FRAMING |
| | CONNECTORS. |
| | |
| | 10) INDICATE TYPE OF WALL BOARD TO BE INSTALLED IN THE |
| | WET AREAS. MUST COMPLY WITH THE FOLLOWING: |
| | |
| | R702.4.2 GYPSUM BACKER. |
| | GYPSUM BOARD UTILIZED AS THE BASE OR BACKER FOR |
| | ADHESIVE APPLICATION OF CERAMIC TILE OR OTHER |
| | NONABSORBENT FINISH MATERIAL SHALL CONFORM WITH ASTM C |
| | 630 OR C 1178. WATER-RESISTANT GYPSUM BACKING BOARD |
| | SHALL BE PERMITTED TO BE USED ON CEILINGS WHERE FRAMING |
| | SPACING DOES NOT EXCEED 12 INCHES (305 MM) ON CENTER |
| | FOR ?-INCH-THICK (12.7 MM) OR 16 INCHES (406 MM) FOR |
| | 5/8 INCH-THICK (15.9 MM) GYPSUM BOARD. WATER-RESISTANT |
| | GYPSUM BOARD SHALL NOT BE INSTALLED OVER A VAPOR |
| | RETARDER IN A SHOWER OR TUB COMPARTMENT. ALL CUT OR |
| | EXPOSED EDGES, INCLUDING THOSE AT WALL INTERSECTIONS, |
| | SHALL BE SEALED AS RECOMMENDED BY THE MANUFACTURER. |
| | R702.4.3 LIMITATIONS. |
| | WATER-RESISTANT GYPSUM BACKING BOARD SHALL NOT BE USED |
| | IN THE FOLLOWING LOCATIONS: |
| | 1. OVER A VAPOR RETARDER IN A SHOWER OR BATHTUB |
| | COMPARTMENT. |
| | 2. WHERE THERE WILL BE DIRECT EXPOSURE TO WATER, OR IN |
| | AREAS SUBJECT TO CONTINUOUS HIGH HUMIDITY. |
| | |
| | 11) SUBMIT PRODUCT APPROVALS FOR PRE-CAST CONCRETE |
| | LINTELS. |
| | |
| | 12) THE SUBMITTED WINDOW PRODUCT APPROVALS ARE FOR |
| | IMPACT GLASS. NO STORM PROTECTION IS REQUIRED AS PER |
| | THE PRODUCT APPROVALS. |
| | |
| | 13) THE VALUATION OF THE PROPOSED CONSTRUCTION OF THE |
| | BUILDING ADDITION/INTERIOR ALTERATION APPEARS TO BE |
| | LOW. PLEASE REFER TO THE MARSHALL & SWIFT ESTIMATE |
| | COSTS. |
| | |
| | |
| | PLAN REVIEW: KEN CONRAD |
| | |
| | PHONE: 561.805.6666 |