| Date |
Text |
| 2008-06-04 12:29:11 | 435 NORTHWOOD RD, LOT 28 07050947 |
| | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 07050947 |
| | ADD: 435 NORTHWOOD RD |
| | CONT: KDN CONSTRUCTION SERVICES, LLC |
| | TEL: (561)662-1002 |
| | |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2006 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | REVIEW |
| | ACTION: DENIED |
| | |
| | 1) COMPLIED. |
| | |
| | 2) FL. S. S. 713.13 NOTICE OF COMMENCEMENT, TO BE FILED |
| | WITH THE CLERK OF THE COURT. NOTE: 713.13(2) IF THE |
| | WORK DESCRIBED IN THE NOTICE OF COMMENCEMENT IS NOT |
| | ACTUALLY COMMENCED WITHIN 90 DAYS AFTER THE RECORDING |
| | THEREOF, SUCH NOTICE IS NULL & VOID. NOTE: 713.13(6) |
| | THE POSTING OF THE NOTICE OF COMMENCEMENT AT THE FL |
| | CONSTRUCTION SITE BEFORE THE FIRST INSPECTION. |
| | |
| | 3) COMPLIED. |
| | |
| | 4-6) COMPLIED. |
| | |
| | 7) 2ND REQUEST, SHEET 4 INDICATES TWO SEPARATE UNITS |
| | LOT 28 & 29, WITH A COMMON WALL. THIS IS A SHARED |
| | BEARING WALL OR FIRE WALL BETWEEN TWO LOTS OR |
| | PROPERTIES REQUIRING RATINGS OF WALL AND ROOF DECKING . |
| | 705.1 WHERE A FIRE WALL ALSO SEPARATES GROUPS THAT ARE |
| | REQUIRED TO BE SEPARATED BY A FIRE BARRIER WALL, THE |
| | MOST RESTRICTIVE REQUIREMENTS OF EACH SEPARATION SHALL |
| | APPLY. FIRE WALLS LOCATED ON LOT LINES SHALL ALSO |
| | COMPLY WITH SECTION 503.2 . SUCH FIRE WALLS (PARTY |
| | WALLS) SHALL PROVIDE A 4-HOUR FIRE-RESISTANCE RATING |
| | AND SHALL BE CONSTRUCTED WITHOUT OPENINGS. |
| | |
| | 8) 2ND REQUEST, FIRE WALLS OR PARTY WALLS, |
| | REQUIREMENTS: 705.5 HORIZONTAL CONTINUITY. |
| | FIRE WALLS SHALL BE CONTINUOUS FROM EXTERIOR WALL TO |
| | EXTERIOR WALL AND SHALL EXTEND AT LEAST 18 INCHES (457 |
| | MM) BEYOND THE EXTERIOR SURFACE OF EXTERIOR WALLS. |
| | EXCEPTIONS: |
| | 1. FIRE WALLS SHALL BE PERMITTED TO TERMINATE AT THE |
| | INTERIOR SURFACE OF COMBUSTIBLE EXTERIOR SHEATHING OR |
| | SIDING PROVIDED THE EXTERIOR WALL HAS A FIRE-RESISTANCE |
| | RATING OF AT LEAST 1 HOUR FOR A HORIZONTAL DISTANCE OF |
| | AT LEAST 4 FEET (1220 MM) ON BOTH SIDES OF THE FIRE |
| | WALL . OPENINGS WITHIN SUCH EXTERIOR WALLS SHALL BE |
| | PROTECTED BY FIRE ASSEMBLIES HAVING A FIRE PROTECTION |
| | RATING OF NOT LESS THAN ? HOUR. |
| | 2. FIRE WALLS SHALL BE PERMITTED TO TERMINATE AT THE |
| | INTERIOR SURFACE OF NONCOMBUSTIBLE EXTERIOR SHEATHING, |
| | EXTERIOR SIDING OR OTHER NONCOMBUSTIBLE EXTERIOR |
| | FINISHES PROVIDED THE SHEATHING, SIDING, OR OTHER |
| | EXTERIOR NONCOMBUSTIBLE FINISH EXTENDS A HORIZONTAL |
| | DISTANCE OF AT LEAST 4 FEET (1220 MM) ON BOTH SIDES OF |
| | THE FIRE WALL . |
| | 3. FIRE WALLS SHALL BE PERMITTED TO TERMINATE AT THE |
| | INTERIOR SURFACE OF NONCOMBUSTIBLE EXTERIOR SHEATHING |
| | WHERE THE BUILDING ON EACH SIDE OF THE FIRE WALL IS |
| | PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN |
| | ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2 . |
| | |
| | 9) 2ND NOTICE, IF THE OWNER ELECTS TO COMBINE THE TWO |
| | LOTS INTO ONE WITH A UNITY OF TITLE THE FIRE WALL WILL |
| | NOT BE REQUIRED, BUT HIS WOULD BECOME A STIPULATION |
| | THAT WOULD OCCUR ON THE PROPERTY CONTROL NUMBER, THAT |
| | THERE COULD NOT BE A LOT SPLIT WITHOUT THE REQUIRED |
| | FIRE RATINGS FOR A FIRE WALL IN PLACE ALREADY! |
| | |
| | 10) THE PERMIT APPLICATION DOES NOT INDICATE THIS TO BE |
| | A SHELL ONLY PLEASE PROVIE THE HANDICAPPED RESTROOM TO |
| | BE SHOWN ON PLANS OR INDICATE ON THE PERMIT APPLICATION |
| | THIS ALTERATION AND ADDITION IS TO BE CONSIDERED SHELL |
| | SPACE ONLY. TSHEET 4 NEW HANDICAPPED RESTROOM, PLEASE |
| | PROVIDE THE CLEAR FLOOR SPACE FOR FIXTURES ON THE |
| | PLANS, IT APPEARS THE DOORS MAY SWING INTO THE REQUIRED |
| | CLEAR FLOOR SPACE. 11-4.22.2 DOORS. ALL DOORS TO |
| | ACCESSIBLE TOILET ROOMS SHALL COMPLY WITH 11-4.13. |
| | DOORS SHALL NOT SWING INTO CLEAR FLOOR SPACE REQUIRED |
| | FOR ANY FIXTURE. |
| | |
| | 11) NOT RELAVANT TO THIS REVIEW. |
| | |
| | 12-13) COMPLIED. |
| | |
| | 14) COMPLIED. |
| | |
| | 15) 2ND REQUEST, 1203.2 ATTIC SPACES. ENCLOSED ATTICS |
| | AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE |
| | APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF FRAMING |
| | MEMBERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE |
| | SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE |
| | ENTRANCE OF RAIN. BLOCKING AND BRIDGING SHALL BE |
| | ARRANGED SO AS NOT TO INTERFERE WITH THE MOVEMENT OF |
| | AIR. A MINIMUM OF 1 INCH (25 MM) OF AIRSPACE SHALL BE |
| | PROVIDED BETWEEN THE INSULATION AND THE ROOF |
| | SHEATHING. |
| | |
| | 16A) 2ND REQUEST, SHEET# 1 & 4 NOTE WORK AT THE FRONT |
| | BUILDING LWALL LINE. PLEASE PROVIDE WHERE THE PROPERTY |
| | LINE IS LOCATED? ON SHEET# 4. IT APPEARS THAT THE |
| | FOOTER AMY EXTEND PAST THE PROPERTY LINE. 3202.1.1 |
| | STRUCTURAL SUPPORT.A PART OF A BUILDING ERECTED BELOW |
| | GRADE THAT IS NECESSARY FOR STRUCTURAL SUPPORT OF THE |
| | BUILDING OR STRUCTURE SHALL NOT PROJECT BEYOND THE LOT |
| | LINES, EXCEPT THAT THE FOOTINGS OF STREET WALLS OR |
| | THEIR SUPPORTS WHICH ARE LOCATED AT LEAST 8 FEET (2438 |
| | MM) BELOW GRADE SHALL NOT PROJECT MORE THAN 12 INCHES |
| | (305 MM) BEYOND THE STREET LOT LINE. |
| | |
| | 16B) SHEET# 1 THE DEMOLITION PLAN INDICATE A INSWING |
| | DOOR AT THE FRONT ENTRY, THE NEW REVISED FRONT ENTRY |
| | INDICATES A NEW FRONT ENTRY DOOR WITH A EXTERIOR SWING |
| | THAT SWINGS OVER THE PROPERTY LINE. |
| | 3202.2. |
| | |
| | |
| | 17) 1609.1.4 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. |
| | |
| | FL BLD CODE 1609.1.4: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESHOLD OR RESIDENT |
| | INSPECTOR) OF PRODUCT TESTING REPORTS ,MISSING REPORTS |
| | ARE AS FOLLOWS: |
| | A) FIXED WINDOWS- STOREFRONT GLASS SHEET A-2 INDICATES |
| | STOREFRONT WINDOWS WHERE AS CASEMENT WINDOW PRODUCT |
| | APPROVALS WERE SUBMITTED. |
| | B) GLAZED SWING DOORS-OK |
| | C) HOLLOW CORE METAL DOORS (PAIR) SUBMITTED IS JELD-WIN |
| | NO GLAZING SHEET A-3 INDICATES A GLAZED UNIT, |
| | DISCREPANCY, PLEASE CORRECT. |
| | D) MULLIONS- OK |
| | E) TRUSS ANCHOR STRAPS AND CONNECTIONS- NOT SUBMITTED |
| | F) NOT REQUIRED |
| | G) PRE-ENGINEERED A/C STANDS- NO A/C WORK IS SHOWN TO |
| | BE PART OF THIS PERMIT WILL REQUIRE SEPERATE PERMITS/ |
| | REVIEW |
| | H) ROOFING ASSEMBLIES FL 618-R1 MIAMI-DADE NOA |
| | 03-0501.05 SUBSYSTEMS ARE NOT HIGHLIGHTED, PLEASE |
| | HIGHLIGHT SUB-SYSTEM TO BE INSTALLED, LOW PRESSURES FOR |
| | ALL SUB-SYSTEMS WILL REQUIRE ENHANCED FASTENING IN |
| | ZONES 2 & 3 WILL REQUIRE RAS 117 CALCULATIONS. TABLE |
| | 1609.2.1.(2) . |
| | |
| | 18) PRODUCT APPROVALS SUBMITTED WITH PERMIT APPLICATION |
| | AFTER OCTOBER 1, 2003 ARE REQUIRED TO COMPLY WITH THE |
| | FLORIDA PRODUCT APPROVAL SYSTEM. FOR INFORMATION PLEASE |
| | SEE THE STATE WEBSITE AT WWW.FLORIDABUILDING.ORG. |
| | PRODUCTS WITH STATEWIDE APPROVAL ARE REQUIRED TO BE |
| | SUBMITTED WITH A COVER SHEET THAT LISTS THE PRODUCT |
| | IDENTITY NUMBER FROM THE STATE. IF THE PRODUCT DOES NOT |
| | HAVE STATEWIDE APPROVAL, SUBMIT AN APPLICATION FOR |
| | LOCAL PRODUCT APPROVAL OR SITE SPECIFIC FORM PER RULE |
| | 9B-72. SEE ATTACHMENT. WW.FLORIDABUILDING.ORG |
| | |
| | 19) ) WPB ADMIN CODE 106.3* PRODUCT APPROVALS. THOSE |
| | PRODUCT WHICH ARE REGULATED BY DCA RULE 9B-72 SHALL BE |
| | REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF |
| | RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL. |
| | |
| | 20) THE MIAMI-DADE PRODUCT APPROVAL REPORTS THAT WERE |
| | TESTED BEFORE 2004 FBC WILL NEED TO BE REVIEWED BY AN |
| | ENGINEER TO SEE IF REDUCTIONS NEED TO BE TAKEN. 2004 |
| | FBC 1605.3.1.1 DO NOT ALLOW FOR THE 1/3RD INCREASES |
| | THAT HAD BEEN TAKEN WHEN THE PRODUCTS WERE TESTED .THE |
| | PRODUCTS MAY REQUIRE ADDITIONAL FASTENERS. SEE |
| | CALCULATIONS LISTED UNDER SUB HEADING# 3 ON THE PRODUCT |
| | APPROVALS, IF THE 2004 CODE IS NOT REFERENCED AN |
| | ENGINEER WILL NEED TO VERIFY LOADING OF FASTENERS!!!! |
| | 1605.3.1.1 LOAD REDUCTION. |
| | 1. IT IS PERMITTED TO MULTIPLY THE COMBINED EFFECT OF |
| | TWO OR MORE VARIABLE LOADS BY 0.75 AND ADD THE EFFECT |
| | OF DEAD LOAD. THE COMBINED LOAD USED IN DESIGN SHALL |
| | NOT BE LESS THAN THE SUM OF THE EFFECT OF DEAD LOAD AND |
| | ANY OF THE VARIABLE LOADS. |
| | 2. INCREASES IN ALLOWABLE STRESS SPECIFIED IN THE |
| | MATERIALS, SECTIONS OF THIS CODE OR A REFERENCED |
| | STANDARD SHALL NOT BE PERMITTED TO BE USED WITH LOAD |
| | COMBINATIONS OF SECTIONS 1605.3.1 . DURATION OF LOAD |
| | INCREASE SHALL BE PERMITTED IN ACCORDANCE WITH CHAPTER |
| | 23 . |
| | |
| | 21-22) WAS FOR SSTORM SHUTTERS ONLY, NOT TO BE USED. |
| | |
| | PROVISIONS IN THE BUILDING CODES (AND THIS STANDARD) |
| | ARE NOT INTENDED TO PROHIBIT THE USE OF ALTERNATE |
| | MATERIALS AND METHODS, AND THE BUILDING OFFICIAL TO |
| | REVIEW AND APPROVE ANY ALTERNATE DEEMED EQUIVALENT IN |
| | QUALITY, STRENGTH, EFFECTIVENESS, FIRE RESISTANCE, |
| | DURABILITY AND SAFETY PRESCRIBED BY THIS CODE. BASED |
| | UPON THIS CODE PROVISION, ACCEPTANCE OF ALTERNATE |
| | MATERIALS AND METHODS MAY BE APPROVED ON A CASE-BY-CASE |
| | BASIS AND SHALL REQUIRE SUFFICIENT EVIDENCE OR PROOF TO |
| | SUBSTANTIATE ANY CLAIM MADE REGARDING THE ALTERNATE. |
| | |
| | 23)THIS ROOF IS MISSING OR NOT IN COMPLIANCE WITH THE |
| | FOLLOW ITEMS: |
| | _XXX__ CONTRACTOR / ENGINEER DID NOT INDICATE THE ROOF |
| | PITCH. |
| | |
| | _XXX__ CONTRACTOR FAILED TO INDICATE WHICH SYSTEM TO BE |
| | USED. |
| | |
| | _XXX__ THE SYSTEM PROVIDED HAS A LOW PRESSURE FOR ZONE |
| | _2&3__ . |
| | |
| | |
| | _XXX__ NOT KNOWN- THE SYSTEM PROVIDED STATES |
| | LIMITATION# 7, SHOULD THE FASTENER RESISTANCE BE LESS |
| | THAN THAT REQUIRED, AS DETERMINED BY THE BUILDING |
| | OFFICIAL, A REVISED FASTENER SPACING, PREPARED , SIGNED |
| | AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL |
| | ENGINEER, REGISTERED ARCHITECT OR REGISTERED ROOF |
| | CONSULTANT MAY BE SUBMITTED. |
| | |
| | __XXX_ NOT KNOWN- THE SYSTEM PROVIDED INDICATES |
| | LIMITATION# 9, NO ENHANCED |
| | FASTENING ALLOWED. |
| | |
| | 23) SHEET 8 HAS PENCIL DRAWN BRACING DRAWN IN ON THE |
| | PARAPET: 61G15.15-23.002 ENGINEERS MAKING CHANGES IN |
| | PLANS SHALL SIGN AND DATE CHANGES, NOT IN PENCIL!!!! |
| | |
| | 24-27 COMPLIED. |
| | |
| | 28) 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. |
| | |
| | 29) NEW COMMENT, SHEET SHEET# 4 INDICATES THE USE OF |
| | METAL STUDS FOR THE EXTENSION OF THE FRONT ENTRY |
| | PARAPET. NOTE THE USE OF 22 GAUGE METAL STUDS IS FOR |
| | NONBEARING INTERIOR USE FOR DRYWALL ONLY. 20 GAUGE |
| | STRUCTURAL AND OR 18 GAUGE STEEL STUDS AND TRACK WILL |
| | BE REQUIRED, TABLE 2508.1 ASTM C 1007 L. |
| | |
| | BUILDING PLAN REVIEW II |
| | JIM WITMER C. B. O. |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
| | E-MAIL: [email protected] |
