| Date |
Text |
| 2005-06-26 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 05050193 |
| | ADD: 2301 OKEECHOBEE BLVD |
| | CONT: ANDOVER CONST |
| | TEL: (561)756-2085 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | 1) PROVIDE NOC RECORDED WITH THE CLERK |
| | OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| | |
| | 2A) PROVIDE EITHER A SURVEY WITH |
| | IMPROVEMENTS OR A SITE PLAN WITH |
| | DIMENSIONS TO PROPERTY LINE. |
| | |
| | 2B)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. |
| | |
| | 3A) BLDG TYPE TABLE 500 & 600.BREAKDOWN |
| | OF SQ FT FOR EACH USE (MIXED OCCUPANCY) |
| | & TOTAL SQ FT OF BUILDING.PROVIDE MIN |
| | BUILDING TYPE DESIGN, IF AREA INCREASE |
| | WERE TAKEN INDICATE PROVIDE |
| | DOCUMENTATION. |
| | |
| | 4A) WITH THE ABOVE AN UNKNOWN THIS |
| | REVIEW WILL BE COMPLETED AAS A TYPE V |
| | UNPROTECTED STRUCTURE. THE CRITEREA MAY |
| | CHANGE WITH ADDITIONAL INFORMATION, |
| | REQUIRING ADDITONAL COMMENTS. |
| | 3401.7.1.1.3 WHERE THE EXISTING BUILDING |
| | AND THE ADDITION ARE NOT SEPARATED BY A |
| | FIRE WALL AND THE AREA OF THE ADDITION |
| | IS LESS THAN 25 PERCENT OF THE AREA OF |
| | THE EXISTING BUILDING, THE ADDITION |
| | SHALL CONFORM TO ALL REQUIREMENTS OF |
| | THIS CODE APPLICABLE TO THE BUILDING |
| | OF THE COMBINED AREA OF THE EXISTING |
| | BUILDING AND THE ADDITION; AND THE |
| | EXISTING BUILDING SHALL CONFORM TO THE |
| | REQUIREMENTS OF THIS CODE APPLICABLE TO |
| | FACILITIES FOR MEANS OF EGRESS AND |
| | AUTOMATIC FIRE EXTINGUISHING SYSTEMS FOR |
| | A BUILDING OF THE COMBINED AREA OF THE |
| | ADDITION AND EXISTING BUILDING. |
| | |
| | 4B) DEPENDING ON INFORMATION THAT WILL |
| | BE RECEIVED ABOVE A3 INDICATES THE USE |
| | OF 5/8" PLYWOOD AS A PART OF THE |
| | EXTERIOR WALL. TYPE V BUILDINGS |
| | NONCOMBUSTIBLE WALLS. |
| | |
| | |
| | 5) 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. |
| | |
| | 6) 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. |
| | 1) GLAZED OPENINGS LOCATED WITHIN 30 FT |
| | OF GRADE SHALL MEET THE REQUIREMENTS OF |
| | LARGE MISSLE TEST. |
| | 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 |
| | 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) WINDOW |
| | B) STOREFRONT SYSTEMS |
| | C) EXTERIOR DOORS |
| | D) PANEL WALL SYSTEMS |
| | E) ROOFING ASSEMBLIES |
| | F) EXTERIOR HANDRAILS |
| | |
| | 7) 11-4.3.8 CHANGES IN LEVEL. CHANGES IN |
| | LEVELS ALONG AN ACCESSIBLE ROUTE SHALL |
| | COMPLY WITH ?11-4.5.2.IF AN ACCESSIBLE |
| | ROUTE HAS CHANGES INLEVEL GREATER |
| | THAN 1/2 IN (13 MM), THEN A CURB RAMP, |
| | RAMP, ELEVATOR, OR PLATFORM LIFT (AS |
| | PERMITTED IN ?11-4.1.3 AND ?11-4.1.6) |
| | SHALL BE PROVIDED THAT COMPLIES WITH |
| | ?11-4.7, ?11-4.8, ?11-4.10, OR ?11-4.11, |
| | RESPECTIVELY. AN ACCESSIBLE ROUTE DOES |
| | NOT INCLUDE STAIRS, STEPS, OR |
| | ESCALATORS.SEEDEFINITION OF "EGRESS, |
| | MEANS OF" IN ?11-3.5 (SEE FIGURE 11-7(C) |
| | AND FIGURE 11-7(D)).PROVIDE VERTICAL |
| | ACCESSIBILITY. |
| | 11-4.1.5 ACCESSIBLE BUILDINGS: |
| | ADDITIONS. EACH ADDITION TO AN EXISTING |
| | BUILDING OR FACILITY SHALL BE REGARDED |
| | AS AN ALTERATION.EACH SPACE OR |
| | ELEMENT ADDED TO THE EXISTING BUILDING |
| | OR FACILITY SHALL COMPLY WITH THE |
| | APPLICABLE PROVISIONS OF 11-4.1.1 TO |
| | 11-4.1.3, MINIMUM REQUIREMENTS(FOR |
| | NEW CONSTRUCTION) AND THE APPLICABLE |
| | TECHNICAL SPECIFICATIONS OF |
| | 11-4.2 THROUGH 11-4.35 AND 11-5 |
| | THROUGH 11-10.EACH ADDITION THAT |
| | AFFECTS OR COULD AFFECT THE USABILITY OF |
| | AN AREA CONTAINING A PRIMARY FUNCTION |
| | SHALL COMPLY WITH 11-4.1.6(2). |
| | |
| | 8)ENTRY'S TO COMPLY WITH11-4.1.6(H) IF |
| | A PARTICULAR ENTRANCE IS NOT MADE |
| | ACCESSIBLE, APPROPRIATE ACCESSIBLE |
| | SIGNAGE INDICATING THE LOCATION OF THE |
| | NEAREST ACCESSIBLE ENTRANCE(S) SHALL BE |
| | INSTALLED AT OR NEAR THE INACCESSIBLE |
| | ENTRANCE, SUCH THAT A PERSON WITH |
| | DISABILITIES WILL NOT BE REQUIRED TO |
| | RETRACE THE APPROACH ROUTE FROM THE |
| | INNACCESSIBLE ENTRANCE. |
| | |
| | 9) THE NEW ENTRY EAST SIDE TO COMPLY |
| | WITH 11-4.13.6 MANEUVERING CLEARENCES |
| | AT DOORS. MINIMUM MANEUVERING CLEARENCES |
| | AT DOORS THAT ARE NOT AUTOMATIC OR |
| | POWER-ASSISTED SHALL BE AS SHOWN IN |
| | FIG. 25. THE FLOOR OR GROUND AREA WITH |
| | IN THE REQUIRED CLEARENCES SHALL BE |
| | CLEAR & LEVEL. REQUIRES 18" CLEAR ON THE |
| | |
| | PULL SIDE OF DOOR. |
| | |
| | 10) A-1 HANDRAIL DETAIL INDICATE A |
| | MINIMUM OF 1 1/2" AWAY FROM THE WALL, |
| | THIS IS AN ABSOLUTE 1 1/2". |
| | 11-4.26.2 SIZE AND SPACING OF GRAB BARS |
| | AND HANDRAILS. THE DIAMETER OR WIDTH OF |
| | THE GRIPPING SURFACES OF A HANDRAIL OR |
| | GRAB BAR SHALL BE 1-1/4 IN. TO 1-1/2 IN. |
| | (32 MM TO 38 MM), OR THE SHAPE SHALL |
| | PROVIDE ANEQUIVALENT GRIPPING SURFACE. |
| | IF HANDRAILS OR GRAB BARS ARE MOUNTED |
| | ADJACENT TO A WALL, THE SPACE BETWEEN |
| | THE WALL AND THE GRAB BAR SHALL BE |
| | 1-1/2 IN. (38 MM) (SEE FIGURE 11-39(A), |
| | FIGURE 11-39(B), FIGURE 11-39(C), |
| | AND FIGURE 11-39(E) |
| | |
| | 11)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. |
| | |
| | WHEN RESUBMITTING PLANS PLEASE INDICATE |
| | THE REVISION & REMOVE & REPLACE ANY |
| | PAGES AS NECESSARY. A TRANSMITTAL LETTER |
| | LISTING THE ORIGINAL REVIEW COMMENT NUM- |
| | BER, WITH A DESCRIPTION OF THE REVISION |
| | MADE, IDENTIFYING THE SHEET OR SPECIFICA |
| | TION PAGE WHERE THE CHANGES CAN BE FOUND |
| | WILL HELP TO EXPEDITE YOUR PERMIT. THANK |
| | YOU FOR YOUR ANTICIPATED COOPERATION. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
