| Date |
Text |
| 2005-01-13 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT:04120942 |
| | ADD: 2010 PONCE DE LEON AV |
| | CONT: TAYCON CONSTRUCTION |
| | TEL: (561)718-3045 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | 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. |
| | |
| | 1) FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, THERE |
| | SEEMS TO BE A DISCREPANCY IN THE |
| | PROJECT |
| | BETWEEN THE OCCUPANCY CLASSIFICATION. |
| | PERMIT APPLICATIONS INDICATE 8-UNIT |
| | TOWNHOMES, WHEREAS IT WAS INPUT INTO |
| | THE |
| | |
| | COMPUTER AS CONDOMINIUM. |
| | A1.1.0 PROJECT DATA INDICATES A-2 |
| | MULTIFAMILY/ CONDOMINIUM |
| | A2.1.1 CONSTRUCTION NOTES: GROUP R-3, |
| | 8 SINGLE FAMILY DWELLING TOWNHOMES. |
| | PLEASE MAKE CORRECTIONS, IF THIS IS TO |
| | BE CONDOMINIUM PLEASE REMOVE ALL |
| | TERMINOLOGY TOWNHOMES OR TOWNHOUSES. |
| | |
| | THIS REVIEW WILL BE COMPLETED WITH THE |
| | OCCUPANCY REQUIREMENTS FOR THE GROUP |
| | R-2 |
| | APARTMENTS & CONDOMINIUM REQUIREMENTS. |
| | TYPE V UNPROTECTED / SPRINKLERED. |
| | |
| | 2)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. |
| | |
| | 3)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. |
| | |
| | 4)FL BLD CODE CHAP 13 ENERGY EFFICENCY |
| | PROVIDE ENERGY CALS/ W MANUAL "J" |
| | CORRECT FORMS (3) NUMBER OF UNITS |
| | |
| | 5) SHEET A1.1.0 INDICATES THAT THE BACK |
| | OF THE BUILDINGS ARE LOCATED 5'-8" AWAY |
| | FROM THE PROPERTY LINE. |
| | 5A)TABLE 600 REQUIRES THE EXTERIOR |
| | WALLS |
| | TO BE A 2HR RATING WHEN OVER 3' FROM |
| | THE |
| | PROPERTY LINE TO 10'-0" AWAY. HAVE THE |
| | BLOCK MANUFACTURER PROVIDE THE |
| | EQUIVALENT THICKNESS FOR THEBLOCK, |
| | SEE |
| | 709.3.1. |
| | 5B) SINCE THE REAR WALLS ARE LESS THAN |
| | 15'-0" FROM THE PROPERTY LINE(ALL |
| | FLOORS) ANDA R-2 OCCUPANCY, |
| | 705.1.1.2 |
| | SHALL REQUIRE OPENING PROTECTIVES FOR |
| | THE REAR OPENINGS. |
| | |
| | 6) THE SAME SITUATION OCCURS ON THE |
| | FRONT OF THESE BUILDINGS. TABLE 600 SEE |
| | EXTERIOR WALLS BEARING OR NONBEARING |
| | REQUIRES 2HR RATED WALLS AND ASSUMED |
| | PROPERTY LINES. |
| | 6A) PROVIDE BLOCK EQUIVALENT THICKNESS |
| | FOR A 2HR RATED BLOCK 709.3.1. |
| | 6B) LESS THAN 15' FROM AND ASSUMED |
| | PROPERTY LINE REQUIRING OPENING |
| | PROTECTIVES. |
| | 6C) TABLE 600 ISSUES FRONT OF BUILDING |
| | LOCATED 12.66' FROM ASSUMED PROPERTY |
| | LINE ALLOWS 20% OPENINGS PER FLOOR. THE |
| | |
| | FIRST FLOOR OVER THE 20% ALLOWABLE |
| | OPENINGS. |
| | |
| | 7) FBC* 105.3RESIDENT INSPECTOR. |
| | SUBMIT INSPECTOR RESUME' AND LICENSE |
| | DOCUMENTS TO HAROLD PISKURA, DIRECTOR |
| | OF |
| | THE RESIDENT INSPECTOR PROGRAM.A |
| | RESIDENT INSPECTOR PROGRAM IS REQUIRED, |
| | ON THIS PROJECT, DUE TO ONE OR MORE OF |
| | THE FOLLOWING: |
| | - BUILDINGS/ADDITIONS OF TYPE I OR II |
| | CONSTRUCTION |
| | - ANY MAJOR STRUCTURAL ALTERATIONS |
| | - STRUCTURES IN WHICH THE CONCRETE |
| | DESIGN IS BASED ON COMPRESSIVE |
| | STRENGTH (F'C) IN EXCESS OF 3000 PSI |
| | - PILE DRIVING |
| | - BUILDINGS OVER 20,000 SQFT IN AREA |
| | - BUILDINGS OVER 2 STORIES IN HEIGHT |
| | - BUILDING/STRUCTURES OF UNUSUAL |
| | DESIGN |
| | OR METHODS OF CONSTRUCTION |
| | |
| | 8) NOTE SITE AMENITIES PERMIT WILL BE |
| | REQUIRED FOR SITE WALL, GATES, ETC... |
| | |
| | 9) THE FIRST FLOOR OF ALL CONDOMINIMUM |
| | HAVING A RESTROOM OR BATHROOM, |
| | 11-4.22.2(1) SHALL HAVE AT LEAST ONE |
| | RESTROOM OR |
| | BATHROOM WITH A CLEAR OPENING OF 29". |
| | SEE DIFINITION OF CLEAR OPENING, |
| | MINIMUM |
| | WIDTH OF 32". |
| | |
| | 10) SHEET A2.1.1 & SHEET A2.1.2 BOTH |
| | BUILDINGS SHALL MEET THE MAXIMUM STAIR |
| | HEIGHT REQUIREMENT OF 7", MINIMUM |
| | HEIGHT |
| | OF 4" SEE 1007.3.1. |
| | |
| | 11) STAIR CONSTRUCTION SEE A6.1.0. |
| | 1007.1.1 INTERIOR STAIRWAYS SHALL BE |
| | CONSTRUCTED OF NONCOMBUSTIBLE MATERIALS |
| | THROUGHOUT IN THE FOLLOWING BUILDINGS: |
| | (3)ALL BUILDINGS 3 STORIES OR MORE IN |
| | HEIGHT. |
| | |
| | 12) SHEET A2.1.1, A2.1.2 AND A7.3.0 |
| | DOOR SCHEDULEPLANS DO NOT INDICATE |
| | THE OCCUPANCY SEPERATION REQUIRED FOR |
| | THE WALL NOR DOOR, SEE411.2.6 AND TABLE |
| | |
| | 704.1. |
| | |
| | 13) SHEET A2.3.1 & A2.3.2 PLANS DOESN'T |
| | |
| | SHOW WHERE THE ATTIC ACCESS? FL BLD |
| | CODE 2309.6 ATTIC ACCESS, PRO- VIDE |
| | ATTIC ACCESS 20"X36". |
| | |
| | 14) VARIOUS SHEETS THROUGHOUT THE PLAN |
| | INDICATE CODE SECTIONS REGAURDING |
| | ROOFING,1518.9, 1518.2.1,1518.4,& |
| | 1517.5.2. THESE CODE SECTIONS ARE FOR |
| | HIGH WIND ZONES, DADE & BROWARD |
| | COUNTIES |
| | AND UNENFORCEABLE. |
| | |
| | 15) S-5 DETAIL # 1, SEE 2005 USP |
| | CATALOG |
| | FOR LISTING 2005 HIGH VALUE. SAME |
| | DETAIL |
| | SHEET S-6 DETAIL# 2. |
| | 1609.4.3 LOAD REDUCTION. |
| | WHEN STRUCTURAL EFFECTS DUE TO TWO OR |
| | MORE LOADS IN COMBINATION WITH DEAD |
| | LOAD |
| | ARE INVESTIGATED IN LOAD COMBINATIONS |
| | OF |
| | 1609.4.1 OR 1609.4.2, THE COMBINED |
| | EFFECTS DUE TO THE TWO OR LOADS MULTI- |
| | PLIED BY 0.75 PLUS EFFECTS DUE TO DEAD |
| | LOADS SHALL NOT BE LESS THAN THE |
| | EFFECTS |
| | FROM THE LOAD COMBINATION OF THE DEAD |
| | LOAD PLUS THE LOAD PRODUCING THE |
| | LARGEST |
| | EFFECTS. INCREAS IN ALLOWABLE STRESS |
| | SPE |
| | CIFIED IN THE MATERIALS SECTIONS OF |
| | THIS |
| | CODE OR A REFRENCED STANDARD SHALL NOT |
| | BE USED WITH THESE LOAD COMBINATIONS |
| | EXCEPT THAT A DURATION OF LOAD INCREASE |
| | SHALL BE PERMITTED IN ACCORDANCE WITH |
| | CHAPTER 23. |
| | |
| | 16)S-6 ROOF FRAMING PLAN NOTE # 2, |
| | CORRECT NOT IN HIGH VELOCITY ZONE. |
| | |
| | 17) S-7 ROOF UPLIFT PRESSURES ARE LOW |
| | WHEN FIGURING A "C" ZONE WITH HEIGH |
| | FACTORS TABLE 1606.2D. REVISE |
| | |
| | 18)EITHER ON ARCH. OR STRUCTURAL SHEETS |
| | (ELE) INDICATE POS & NEG WINDOW & DOOR |
| | PRESSURES. THE A7.40 ALLOWABLE WIND |
| | LOAD |
| | IS GIVEN BUT NOT THE ACTUAL WIND LOADS, |
| | NOR INDICATION IF LOCATION IS IN A END |
| | ZONE SEE 1606.2D FOR MULTIPLIERS FOR |
| | INDICATED "C" ZONE AND HEIGHT FACTORS. |
| | |
| | 19) 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 |
| | |
| | 20)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 OPERATABLE & FIXED |
| | B) GLASS BLOCK |
| | C) MULLIONS |
| | D) EXTERIOR SOLID DOORS |
| | E) EXTERIOR GLASS/ SLIDING DOORS |
| | F) OVERHEAD GARAGE DOORS |
| | G) STORM SHUTTERS IF GLAZING NOT |
| | TESTED |
| | FOR LARGE MISSLE IMPACT |
| | H) SIDING |
| | I) TRUSS ANCHORS |
| | J) ROOFING ASSEMBLIES |
| | |
| | 21)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. |
| | |
| | 22)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. |
| | |
| | 23) 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 |
