2004-10-20 00:00:00 | BUILDING PLAN REVIEW |
| PERMIT (36): 04100051- DCA MODULAR BLDG |
| (32)04090793- SITE/RAMP/DECK/ |
| FACADE/ ROOF AND SKYLIGHT |
| ADD: 419 LAKEVIEW |
| CONT: THE WEITZ CO |
| TEL: (561)686-5511 |
| FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| * WEST PALM BEACH AMENDMENTS |
| |
| 1STREVIEW |
| ACTION: DENIED |
| |
| 1) PROVIDE NOC RECORDED WITH THE CLERK |
| OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| |
| 2) FL BLD CODE 1804.2.2 QUESTIONABLE |
| SOILS, WHERE THE BEARING CAPACITY IS |
| NOT DEFINETLY KNOWN OR IS IN QUESTION. |
| WHERE THE BEARING CAPACITY OF THE SOIL |
| IS NOT DEFINITLY KNOWN OR IS IN |
| QUESTIONTHE BUILDING OFFICIAL MAY |
| REQUIRE EXPLORATIONS, TEST OR OTHER |
| ADEQUATE PROOF AS TO THE PERMISSIBLE |
| SAFE BEARING |
| CAPACITY. REQUIRED TEST AND RECOMMENDA- |
| TIONS SUBMITTED TO VERIFY BEARING CAPA- |
| CITY SHALL BE CERTIFIED BY A GEOTECH- |
| NICALREPORT FROM A DESIGN PROFESSIONAL |
| PROPERLY LICENSED IN THE STATE OF |
| FLORIDA. |
| |
| 3) SALES TRAILER, PROVIDE DCA (DEPART- |
| MENT OF COMMUNITY AFFAIRS) APPROVAL |
| PACKAGE. THE DCA PACKAGE SUBMITTED |
| STATES THESE REQUIREMENTS HAVE NOT BEEN |
| COMPLETED BY THE BUILDING MANUFACTURER, |
| AND ARE NOT CERTIFIED BY THE STATE MODU- |
| LAR LABEL & OR CERTIFICATION. THE 17 |
| ITEMS NOT COVERED BY THE STATE WILL NEED |
| TO BE REVIEWED & COMPLIED WITH THROUGH |
| THE LOCAL DESIGN PROFESSIONALS. |
| (1) COMPLETE FOUNDATION SYSTEM |
| (2) RAMPS AND STAIRS |
| (6) STRUCTURAL AND AESTHETIC INTER- |
| CONNECTIONS BETWEEN MODULES |
| (7) INSTALLATION OF INSULATION @ |
| FLOORS, CEILING & END WALLS AT |
| MATING LINES |
| (9) INSTALL FIRESTOPPING AT ALL MATE |
| LINES FLOOR / CEILING. |
| (10) STORM PROTECTION 1606.1.4. SEE |
| BUILDING OFFICIAL INTERPRETATION |
| (12) SKYLIGHT CONSTRUCTION |
| (13) FLOOR FINISH MATERIALS |
| (14) DOORS INDICATED ON FLOOR PLANS |
| (17) GUTTERS AND DOWNSPOUTS |
| |
| THE EXEMPTION IN 553.10(8)(E) THAT THE |
| LOCAL BUILDING DEPARTMENT DOES NOT |
| INSPECT OR REVIEW MODULAR BUILDINGS IS |
| ONLY WHEN NO RECONSTRUCTION OF THE UNIT |
| IS TO OCCUR. THE FLOOR PLAN OF THE DCA |
| UNIT VERSES THE FLOOR PLAN SUBMITTED BY |
| BAP DEVELOPMENT INDICATES WORK BY ALL |
| TRADES ALLOWING FOR LOCAL PLAN REVIEW |
| COMMENTS AND INSPECTION. |
| |
| 4) F102.1 NO TYPE VI CONSTRUCTION |
| ALLOWED IN THE "FIRE DISTRICT". DECK, |
| EXTERIOR WALLS OR RAMPS NOR THE MANUFACT |
| URED BUILDINGS. |
| |
| 5) ACCESSIBLE BUILDINGS: 11-4.1.3(8)(A) |
| (III)ACCESIBLE ENTRANCES SHALL BE THE |
| ENTRENCES USED BY THE MAJORITY OF |
| PEOPLE VISITING OR WORKING IN THE BUILD- |
| NG, NOT TO BE LOCATED IN THE BACK OF THE |
| BUILDING. |
| |
| 6) WITH AN ACCESSIBLE ENTRANCE PARKING |
| FACILITIES SHALL BE LOCATED ON THE SHORT |
| EST ACCESSIBLE ROUTE OF TRAVEL TO AN |
| ACCESSIBLE PEDESTRIAN ENTRY INTO THE |
| FACILITY. 11-4.6.2 LOCATION. |
| |
| 7) A-4.0 PARKING STALL DETAIL TO COM- |
| PLY WITH DOUBLE LINE STRIPING SEE ATTACH |
| MENT. |
| |
| 8)FL BLD CODE 104.2.1.2 |
| ADDITIONAL INFORMATION REQUIRED, |
| PROVIDE ELEVATIONS FOR HANDICAPPED PARK- |
| ING AND ACCESS AISLE,CROSS SECTION SLOPE |
| |
| 9) A-4.0 HANDRAIL DETAIL TO COMPLY WITH |
| 11-4.9.4(3) THE CLEAR SPACE BETWEEN HAND |
| RAILS & WALL SHALL BE 1 1/2". |
| |
| 10)A-4.0 SECTION AA INDICATES THE USE OF |
| HAND/ GUARDRAILS, TO COMPLY WITH: |
| 1015.2 HEIGHT. GUARDRAILS SHALL |
| FORM A VERTICAL PROTECTIVE BARRIER NOT |
| LESS THAN 42" HIGH. |
| 1015.3 OPENINGS. OPEN GUARDRAILS |
| SHALL HAVE INTERMEDIATE RAILS OR ORNA- |
| MENTAL PATTERNS SUCH AS A 4" DIAMETER |
| SPHERE CAN NOT PASS THROUGH. A BOTTOM |
| RAIL OR CURB SHALL BE PROVIDED THAT WILL |
| REJECT THE PASSAGE OF 2" DIAMETER |
| SPHERE. |
| |
| 11) A-4.0 SAME SECTION AA INDICATES A |
| SKYLIGHT BUT NO DETAILS,CURBS PRODUCT |
| APPROVALS,ETC |
| |
| 12)SHEET A-2.0 HAS NOTES THAT WORK WILL |
| BE PREFORMED BY OTHERS,EXTERIOR DOORS, |
| EXTERIOR WINDOWS, INTERIOR WALLS, DECK & |
| SKYLIGHT. WHO WILL BE INSTALLING THESE |
| ITEMS IF NOT THE GC? THE GENERAL CONTRAC |
| TOR WILL ASSUME RESPONSIBLITY FOR THE |
| PROJECT? |
| |
| 13)FL BLD CODE 1606.1.5: COMPONENTS & |
| CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| TESTING REPORTS,MISSING REPORTS ARE AS |
| FOLLOWS: |
| A) WINDOWS, CURTAIN WALLS |
| B) EXTERIOR DOORS |
| C) SKYLIGHTS |
| D) STORM SHUTTERS |
| E) STRUCTURAL COMPONENTS,TRUSS ANCHORS |
| F) ROOFING |
| 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 APPLICA- |
| TION FOR LOCAL PRODUCT APPROVAL OR SITE |
| SPECIFIC FORM PER RULE 9B-72. SEE |
| ATTACHMENT. WWW.FLORIDABUILDING.ORG |
| |
| 14) SHEET A-6.0 INDICATES ELEVATIONS BUT |
| NO FRAMING INFORMATION ON ELEVATIONS? |
| NOR STOREFRONT, MULLIONS ETC |
| |
| 15) 1707.4.5.1 MULLIONS OCCURRING |
| BETWEEN INDIVIDUAL WINDOW AND GLASS |
| DOOR ASSEMBLIES. TESTING REPORTS ARE |
| REQUIRED BY AN APPROVED TESTING |
| LABORATORY OR BE ENGINEERED. |
| |
| 16) 1707.4.5.2 MULLIONS SHALL BE DESIGN- |
| ED TO TRANSFER THE DESIGN PRESSURE LOADS |
| APPLIED BY THE WINDOW OR DOOR ASSEMBLIES |
| TO THE ROUGH OPENING SUBTRATE. |
| |
| 17)PROVIDE STORM PANEL INFORMATION WITH |
| INSTALLATION SCHEDULE AND KEY PLAN WITH |
| SPECIFIC ANCHORS AND MOUNTING TO BE USED |
| FOR ALL NON-IMPACT GLAZING. |
| FBC 1606.1.4. |
| |
| 18)FL BLD CODE 2001 SECTION 103.6, |
| 1606.1.4, 1707.4 & 3401.7.2.4. |
| PROCEDURES: 1(B) A COMPLETE INSTALLATION |
| SCHEDULE SUMMARIZING & IDENTIFYING |
| OPENING SIZES, STORY HEIGHTS, UNIT MARK |
| NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM |
| BAR REINFORCING REQUIREMENTS, WALL PRES- |
| SURE ZONES, SLAT TYPES, ETC., SHALL BE |
| SUBMITTED AT TIME OF PERMIT APPLICATION |
| TO FACILITATE PLAN REVIEW AND PERMIT |
| ISSUANCE. |
| |
| 19)1707.4.3 EACH EXTERIOR DOOR |
| ASSEMBLY NOT COVERED BY 1707.4.2 |
| (GLAZED DOORS) SHALL BE LISTED AND TEST- |
| ED FOR A PERIOD EQUAL TO THE QUANITY |
| 3600/ V WHERE THE TIME PERIOD IS IN |
| SECTIONS AND V IS IN MILES PER HR TAKEN |
| FROM FIGURE 1606. THE TIME PERIOD SHALL |
| ALSO INCLUDE A 10 SECOND PERIOD AT A |
| LOAD EQUAL TO 1.5 TIMES THE DESIGN |
| PRESSURE. DADE COUNTY & SBCCI REPORTS |
| ARE ACCEPTED. |
| |
| 20) 1707.4.4.1 ANCHOR REQUIREMENTS: |
| WINDOW & DOOR ASSEMBLIES SHALL BE ANCHOR |
| ED IN ACCORDANCE WITH THE PUBLISHED |
| MANUFACTURER'S RECOMMENDATIONS TO |
| ACHIEVE THEDESIGN PRESSURE SPECIFIED. |
| SUBSTITUTE ANCHORING SYSTEM USED FOR |
| THE SUBSTRATE NOT SPECIFIED BY THE |
| FENESTRATION MANUFACTURER SHALL PROVIDE |
| EQUAL OR GREATER ANCHORING AS DEMONSTRA- |
| TED BY ACCEPTED ENGINEERING PRACTICES. |
| |
| 21) FL. BLD CODE 1606.1.7 THE FOLLOWING |
| INFORMATION RELATED TO WIND SHALL BE |
| SHOWN ON THE CONSTRUCTION DRAWINGS, |
| 1)- BASIC WIND SPEED, MPH |
| 2)- WIND IMPORTANCE FACTOR, & BUILDING |
| CATEGORY |
| 3)- WIND EXPOSURE |
| 4)- INTERNAL PRESSURE COEFFICIENT, |
| 5)- COMPONENTS & CLADDING, THE DESIGN |
| WIND PRESSURES IN TERMS OF PSF. |
| |
| 22) S-1 INDICATES THE ANCHOR SCHEDULE |
| BUT NO MANUFACTURER IS NOTED: |
| 1707.3.1 JOIST HANGERS, FRAMING |
| ANCHORS & SIMILAR DEVICES SHALL BE TEST- |
| ED IN ACCORDANCE W/ ASTM D 1761 & BE |
| LABELED AND LISTED FOR THEIR LOAD CARRY- |
| ING CAPACITY. |
| |
| 23) CORRECT THE STREET NAME TO THE SOUTH |
| OF THE PROPERTY, TO LAKEVIEW, NOT |
| JASSMINE OR OKEECHOBEE. |
| |
| 24)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. |
| |
| BUILDING PLAN REVIEW |
| JIM WITMER |
| TEL: (561)805-6715 |
| FAX: (561)659-8026 |