| Date |
Text |
| 2004-10-13 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 04090032 |
| | ADD: 1950 PRESIDENTIAL WAY |
| | CONT: BAINES BUILDING COMPANY |
| | TEL: (561)718-3997 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | 1) THIS PROJECT SHALL BE REVIEWED AS |
| | CONDOMINIUMS,THE PLANS INDICATE TOWN- |
| | HOUSE. IF THE PROJECT IS TO CONTINUE AS |
| | CONDOMINIUMS DELETE ALL REFRENCES TO |
| | "TOWNHOUSE" ON ALL PLANS. IF THE PROJECT |
| | IS TO CONTINUE AS TOWNHOUSE THEN THE |
| | PLAT NEEDS TO BE REPLATED INTO INDIVID- |
| | UAL LOTS. |
| | |
| | 2) THE SECOND ISSUE WILL BE THE PERMIT |
| | COVERING THE 3 BUILDINGS UNDER ONE |
| | SINGLE PERMIT. NO CERTIFICATE OF OCCU- |
| | PANCY WILL BE ISSUED FOR ANY BUILDING |
| | UNTIL ALL BUILDINGS ARE COMPLETE. |
| | |
| | 3) THE PROPOSED BUILDING STRUCTURE |
| | TRANSGRESSES LEGAL BOUNDARY LINES |
| | BETWEEN THE LOTS WHICH COMBINE TO FORM |
| | 'THE SITE'.A 'UNITY OF TITLE' SHALL BE |
| | RECORDED AT THE COUNTY COURTHOUSE. |
| | SUBMIT A COPY OF THE RECORDED 'UNITY OF |
| | OF TITLE' DOCUMENT SO THAT FBC TABLE 600 |
| | BOUNDARY LINE REQUIREMENTS MAY BE DEEMED |
| | NOT APPLICABLE. |
| | |
| | 4) 903.8.2 FLOR ST STATUTE 553.895(2) |
| | ALL RESIDENTIAL BUILD. 3 OR MORE STORIES |
| | TALL WHETHER DESIGNATED AS TOWNHOUSE, |
| | CONDOMINIUMS, "APARTMENT HOUSES, |
| | TENEMENTS, GARDEN APARTMENTS OR BY ANY |
| | OTHER NAME SHALL BE SUPPLIED BY FIRE |
| | SPRINKLERS MEETING NFPA 101. |
| | |
| | 5)PROVIDE ENERGY CALCULATIONS AND |
| | EQUIPMENT SIZING CALCULATIONS (MANUAL J) |
| | AS REQUIRED BY THE 2001 FLORIDA ENERGY |
| | EFFICIENTCY CODE FOR BUILDING CONSTRUC- |
| | TION. |
| | THE ENERGY FORMS SUBMITTED ARE FOR A |
| | SINGLE FAMILY USAGE, NOT WORST CASE FOR |
| | CONDO "MULTIPLE FAMILY". |
| | |
| | 6) 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 QUESTION |
| | THE BUILDING OFFICIAL MAY REQUIRE EXPLOR |
| | ATIONS, 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. |
| | PROVIDE GEOTECHNICAL REPORT BY THE |
| | TESTING LABS OF THE PALM BEACHES |
| | FILE# 04/213-1. |
| | IF THE REPORT DOES NOT PROVIDE INFORMA- |
| | TION ON THE AUGER PILE INSTALATION, PRO- |
| | VIDE INFORMATION REQUIRED IN 1809 FOR |
| | CAST-IN-PLACE CONCRETE PILE.WHO WILL |
| | SUPERVISE THE INSTALATION OF THE CAST |
| | AUGER PILE? WIDTH OF PILE? |
| | |
| | 7) SHEET A-3 HAS NOTES ABOUT TOWNHOUSE |
| | SEPERATION UL# U905 IF NOT TOWNHOUSE |
| | DELETE NOTE, PROVIDE ACTUAL ASSEMBLY. |
| | ALSO FOR UL# U465. |
| | 104.2.1 W.P.B. ADMINISTRATIVE CODE |
| | DRAWINGS & SPECIFICATIONS SHALL CONTAIN |
| | INFORMATION, IN THE FORM OF NOTES OR |
| | OTHERWISE, AS TO THE QUALITY OF |
| | MATERIALS, WHERE QUALITY IS ESSENTIAL TO |
| | CONFORMITY WITH THE TECHNICAL CODES. |
| | SUCH INFORMATION SHALL BE SPECIFIC |
| | AND THE TECHNICAL CODES "SHALL NOT BE |
| | CITED AS A WHOLE OR IN PART, NOR THE |
| | TERM "LEGAL" OR ITS RQUIVALENT BE USED |
| | AS A SUBSTITUTE FOR SPECIFIC |
| | INFORMATION". |
| | |
| | 8) ALSO SHEET A-3 2ND & 3RD LEVEL, SEE |
| | GAURDRAILS: |
| | 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. |
| | ***GUARDRAILS WITHIN THE DWELLING UNIT |
| | MAY BE 36" TALL. |
| | |
| | 9) SHEET A-3 FIRST FLOOR BATHROOM SHALL |
| | REQUIRE A 29" CLEAR OPENING, SEE 11-11.1 |
| | |
| | 10)PROVIDE AN ASSUMED PROPERTY LINE |
| | BETWEEN ALL BUILDINGS AS PER TABLE 600. |
| | 705.1.1.2 EVERY EXTERIOR WALL WITHIN 15' |
| | OF A PROPERTY LINE SHALL BE EQUIPPED |
| | WITH OPENING PROTECTIVES, SEE UNITS |
| | 1 & 12/ 8 & 9. GARAGE DOORS, WINDOWS & |
| | EXTERIOR DOORS WITHIN 15' OF ASSUMED |
| | PROPERTY LINE. |
| | |
| | 11) TABLE 600 ASSUMED PROPERTY LINE |
| | BETWEEN BUILDINGS, PLANS DO NOT PROVIDE |
| | IF THIS IS TYPE V OR VI CONSTRUCTION. |
| | IF ASSUMED TYPE VI CONSTRUCTION, ASSUMED |
| | PROPERTY LINE BETWEEN BUILDINGS PROVIDES |
| | 40% ALLOWABLE OPENINGS. THE FIRST FLOOR |
| | WITH GARAGE DOORS IS OVER THE ALLOWABLE |
| | LIMIT OF 40% (FLOOR TO CEILING)THE |
| | LENGHT OF THE BUILDING 10'-20'. IF BUILD |
| | ING IS TYPE V THEN 10'-20' ALLOWABLE |
| | OPENINGS ARE 20% (FLOOR TO CEILING). |
| | |
| | 12) FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | SHEET A-7 WALL SECTION# 2, WHAT FLOOR |
| | FRAMING IS SHOWN DIRECTLY BEHIND THE |
| | LEDGER 3RD FLOOR FRAMING? ALSO IN SAME |
| | DETAIL MISSING 2ND FLOOR CEILING FRAMING |
| | AT WALL LINE. |
| | |
| | 13)2309.7.1 /103.7 VENTILATION OF ATTIC |
| | SPACE VS. ALTERNATE MATERIALS & METHODS. |
| | THE CODE ADVISORY BOARD DOES RECOGNIZE |
| | THE ALTERNATE MATEERIALS AND CONDITIONS, |
| | COMPLIANCE HAS NOT BEEN ACHIVED ON POINT |
| | #3, WHEN UNVENTED ATTIC SYSTEMS ARE SPEC |
| | IFIED IN CONJUNCTION WITH ASPHALT BASED |
| | ROOFING PRODUCTS, THE ROOFING MATERIAL/ |
| | SYSTEM MANUFACTURER SHALL PROVIDE AN |
| | AFFIDAVIT CERTIFYING USE OF THEIR PRO- |
| | DUCT OVER AN UNVENTED ATTIC SYSTEM. |
| | |
| | 14)1606.1.4(1) IN WIND BORNE DEBRIS |
| | REGIONS, EXTERIOR GLAZING THAT RECEIVES |
| | POSITIVE PRESSURE IN BUILDINGS SHALL BE |
| | ASSUMED TO BE OPENINGS UNLESS SUCH |
| | GLAZING IS IMPACT RESISTANT OR PROTECTED |
| | WITH AN IMPACT RESISTANT COVERING MEET- |
| | ING THE REQUIREMENTS OF SSTD 12, ASTM |
| | E 1886 AND ASTM E 1996 OR MIAMI-DADE. |
| | GLAZED OPENINGS LOCATED WITHIN 30 FT |
| | OF GRADE SHALL MEET THE REQUIREMENTS OF |
| | LARGE MISSLE TEST. |
| | 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 FIXED & OPERATABLE |
| | B) EXTERIOR DOORS, SLIDING, SWING OR |
| | GARAGE DOORS |
| | C) MULLIONS VERTICAL & HORIZONTAL |
| | D) STORM SHUTTERS |
| | E) STRUCTURAL COMPONENTS- TRUSS ANCHORS |
| | F) STRUCTURAL COMPONENTS- RAILINGS |
| | G) ROOFING ASSEMBLIES |
| | 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 |
| | |
| | 15)STORM SHUTTERS: |
| | 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. |
| | 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 PREMIT |
| | ISSUANCE. |
| | |
| | 16) 1606.4.4 ANCHOR METHODS. PROVIDE |
| | INFORMATION FOR INSTALLATION OF DOOR |
| | AND WINDOW BUCKS. |
| | |
| | 17) 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 |
| | |
| | 18) 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. |
| | |
| | 19) 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. |
| | |
| | 20) FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | SHEET A-7 DETAIL 2 INDICATES THE USE OF |
| | PB GALVANIZED METAL, IS THIS FLAT OR |
| | 3/8" RIBBED LATH? ASTM C 1063 FOR FLAT |
| | DIAMOND LATH WEIGHT 2.5,2.75 OR 3.4 USE |
| | ON CEILINGS ARE REDUCED: |
| | 2.5= 12" |
| | 2.75= 16" |
| | 3.4= 16" |
| | |
| | 21) 1503.4.4 PROTECTION AGAINST DECAY & |
| | TERMITES. CONDENSATE LINES & ROOF DOWN |
| | SPOUTS SHALL DISCHARGE AT LEAST 1 FT. |
| | AWAY FROM THE STRUCTURE SIDEWALL, |
| | WHETHER BY UNDERGROUND PIPING, TAIL EX- |
| | TENSIONS, OR SPLASH BLOCKS. |
| | |
| | 22)301.13.1 GROUND MOUNTED A/C UNITS: |
| | GROUND-MOUNTED UNITS FOR R3 RESIDENTIAL |
| | APPLICATIONS MAY BE ANCHORED WITH # 14 |
| | SCREWS WITH GASKETED WASHERS ACCORDING |
| | TO THE FOLLOWING: |
| | 1) FOR UNITS WITH SIDES LESS THAN 12", |
| | ONE SCREW SHALL BE USED AT EACH SIDE OF |
| | THE UNIT. |
| | 2) FOR UNITS BETWEEN 12" & 24", TWO |
| | |
| | 23) PROVIDE RISE & RUN OF STAIRS. |
| | |
| | 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. |
| | |
| | LOOK FOR COMMENTS BY THE OTHER PLAN |
| | REVIEW DISCIPLINES THAT MAY BE WRITTEN |
| | ON THE APPLICATION, PLANS, OR ATTACHED |
| | SEPARATELY. WHEN RESUBMITTING PLANS |
| | PLEASE CLEARLY INDICATE THE REVISION AND |
| | REMOVE AND REPLACE ANY PAGES AS NECESS- |
| | ARY. SUBMIT (1) SET OF OLD DRAWINGS WITH |
| | THE PLANS WHEN RESUBMITTING PLANS. A |
| | TRANSMITTAL LETTER LISTING THE ORIGINAL |
| | REVIEW COMMENT NUMBER, WITH A DESCRIP- |
| | TION OF THE REVISION MADE, IDENTIFYING |
| | THE SHEET OR SPECIFICATION PAGE WHERE |
| | THE CHANGES CAN BE FOUND, WILL HELP TO |
| | EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR |
| | ANTICIPATED COOPERATION. |
| | JIM WITMER |
| | PLAN REVIEW |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
