| Date |
Text |
| 2009-07-17 16:56:00 | BUILDING PLAN REVIEW |
| | PERMIT: 09060761 |
| | ADD: 2400 N FLAGLER DRIVE |
| | CONT: "PLAN REVIEW" |
| | TEL: (561)644-7446 |
| | |
| | FL BLD CODE= 2007 FLORIDA BUILDING CODE |
| | W/ 2009 FBC SUPPLEMENTS |
| | * WEST PALM BEACH AMENDMENTS |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | 1) PLANS SUBMITTED FOR PERMIT (FIRST TIME REVIEW) AFTER |
| | MARCH 1ST, 2009 SHALL BE REVIEWED TO THE 2007 FBC |
| | BUILDING WITH 2009 SUPPLEMENTS. |
| | |
| | 2) PLANS ARE NOT CLEAR AS TO THE NATURE OF WORK. FOR |
| | EXAMPLE THE PERMIT APPLICATION INDICATES PICNIC |
| | SHELTERS AND TENNIS SHELTERS. |
| | SHEET LS-3 INDICATES POLIGON SHELTERS 20'X20' OR |
| | 22'X22' |
| | SHEET LD-2 INDICATES A 16'-8" X 16'-8" SHELTERS |
| | ARE BOTH OF THESE TO BE PICNIC SHELTERS? THERE IS NO |
| | DESIGN CRITERIA PROVIDED AT THIS TIME THE PLANS |
| | INDICATE "SUBJECT TO ONGOING DESIGN REVIEW. |
| | |
| | INFORMATIONAL 106.1.1* W.P.B. ADMINISTRATIVE CODE/2004 |
| | 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 TO THE TECHNICAL CODES .CONSTRUCTION DOCUMENTS |
| | SHALL BE SUFFICIENT CLARITY TO INDICATE THE LOCATION, |
| | NATURE AND EXTENT OF THE WORK PROPOSED AND SHOW IN |
| | DETAIL THAT IT WILL CONFORM TO THE PROVISIONS OF THIS |
| | CODE AND RELEVANT LAWS, ORDINANCES, RULES AND |
| | REGULATIONS, AS DETERMINED BY THE BUILDING OFFICIAL. |
| | |
| | 3) THE SAME IS TRUE FOR THE TENNIS SHELTERS FOUND ON |
| | SHEET LD-1" SUBJECT TO ONGOING DESIGN REVIEW". |
| | INFORMATIONAL 106.1.1* W.P.B. ADMINISTRATIVE CODE/2004 |
| | 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 TO THE TECHNICAL CODES .CONSTRUCTION DOCUMENTS |
| | SHALL BE SUFFICIENT CLARITY TO INDICATE THE LOCATION, |
| | NATURE AND EXTENT OF THE WORK PROPOSED AND SHOW IN |
| | DETAIL THAT IT WILL CONFORM TO THE PROVISIONS OF THIS |
| | CODE AND RELEVANT LAWS, ORDINANCES, RULES AND |
| | REGULATIONS, AS DETERMINED BY THE BUILDING OFFICIAL. |
| | |
| | 4) SHEET E-5 INDICATES THE LIGHT POLES TO BE USED ON |
| | THE PROJECT, THE WIND INFORMATION IS PROVIDED FOR 140 |
| | MPH BUT THE EXPOSURE IS NOT PROVEDED. THIS LOCATION |
| | SHALL BE CONSIDERED A "C" ZONE HAS THAT EXPOSURE FACTOR |
| | BEEN INCLUDED INTO THE POLE AND LIGHT FIXTURE DESIGN. |
| | ASCE 7-05. |
| | |
| | 5) SHEET E-6 DOES INDICATE LIGHT POLE FIXTURE TYPES BUT |
| | THE EPA FOR FIXTURE TYPE WAS NOT PROVIDED. 106.1.2 |
| | ADDITIONAL INFORMATION REQUIRED./ ASCE 7-05. |
| | |
| | 6) SHEET LS-3 INDICATES THERE TO BE A NAUTICAL |
| | PLAYGROND. PLEASE REVIEW THE "GUIDE TO ADA |
| | ACCESSIBILITY GUIDELINES FOR PLAY AREAS" FOR ACCESSIBLE |
| | ROUTE, PLAY COMPONENTS, GROUND LEVEL AND ELEVATED PLAY |
| | COMPONENTS BASED ON TABLE 15.6.2.2. |
| | |
| | 7) NEW RESTROOM BUILDING: |
| | 7A) MISSING WIND DESIGN CRITERIA:2007 FBC 1609.1.1 & |
| | CHAPTER 35 REFERENECED STANDARDS RECOGNIZES ASCE 7-05 . |
| | ALSO 1603.1.4 WIND DESIGN DATA. |
| | 1603.1.4 WIND DESIGN DATA. |
| | THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL |
| | BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE |
| | DESIGN OF THE LATERAL-FORCE-RESISTING SYSTEM OF THE |
| | BUILDING: |
| | 1. BASIC WIND SPEED (3-SECOND GUST), MILES PER HOUR |
| | (KM/HR). |
| | |
| | 2. WIND IMPORTANCE FACTOR, I W , AND BUILDING |
| | CLASSIFICATION FROM TABLE 1604.5 OR TABLE 6-1, ASCE 7 |
| | AND BUILDING CLASSIFICATION IN TABLE 1-1, ASCE 7. |
| | |
| | 3. WIND EXPOSURE, IF MORE THAN ONE WIND EXPOSURE IS |
| | UTILIZED, THE WIND EXPOSURE AND APPLICABLE WIND |
| | DIRECTION SHALL BE INDICATED. |
| | |
| | 4. THE APPLICABLE ENCLOSURE CLASSIFICATIONS AND, IF |
| | DESIGNING WITH ASCE 7, INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 5. COMPONENTS AND CLADDING. THE DESIGN WIND PRESSURES |
| | IN TERMS OF PSF (KN/M 2 ) TO BE USED FOR THE SELECTION |
| | OF EXTERIOR COMPONENTS AND CLADDING MATERIALS NOT |
| | SPECIFICALLY |
| | DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL. |
| | |
| | 8) PLEASE PROVIDE ORIGINAL SIGNED AND SEALED SOILS |
| | REPORT. 1802.2.1 QUESTIONABLE SOIL. WHERE THE |
| | SAFE-SUSTAINING POWER OF THE SOIL IS IN DOUBT, OR WHERE |
| | A LOAD-BEARING VALUE SUPERIOR TO THAT SPECIFIED IN THIS |
| | CODE IS CLAIMED, THE BUILDING OFFICIAL SHALL REQUIRE |
| | THAT THE NECESSARY INVESTIGATION BE MADE. SUCH |
| | INVESTIGATION SHALL COMPLY WITH THE PROVISIONS OF |
| | SECTIONS 1802.4 THROUGH 1802.6 . |
| | |
| | 9) SHEET A-1.0 DOES NOT INDICATE COMPLIANCE WITH 1816.1 |
| | TERMITE PROTECTION. |
| | |
| | 10) PLEASE REVIEW 1203.2 WITH THE REQUIREMENT OF 50 % |
| | OF REQUIRED VENTILATION IN THE UPPER PORTION OF ROOF. |
| | |
| | 11)FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING, |
| | PROVIDE 2 COPIES OF PRODUCT TESTING REPORTS, MISSING |
| | REPORTS ARE AS FOLLOWS: |
| | 11A) TRUSS ANCHORS |
| | 11B) GLASS BLOCK |
| | 11C) LOUVERS |
| | 11D) EXTERIOR SWING DOORS |
| | 11E) ROOFING ASSEMBLIES |
| | |
| | 12) 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. |
| | |
| | 13) ONCE SQ FT AREAS OF PAVILIONS ARE KNOWN STATE RADON |
| | FEES WILL BE ASSESSED. |
| | |
| | JIM WITMER C. B. O. |
| | BUILDING PLAN REVIEW II |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)805-6731 |
| | E-MAIL: [email protected] |
| | SURVEY: |
| | WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES |
| | |
| | PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS |
| | LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS |
| | REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO |
| | THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE |
| | THEREFORE SUBJECT TO PUBLIC DISCLOSURE. |
| | |
| | |
