Date |
Text |
2009-07-06 13:05:13 | BUILDING PLAN REVIEW |
| PERMIT:09060526 |
| ADD: 3512 S DIXIE HWY |
| CONT: KARNS CONSTRUCTION |
| TEL: (561)767-6118 |
| |
| FL BLD CODE= 2007 FLORIDA BUILDING CODE |
| W/ 2009 FBC SUPPLEMENTS |
| * WEST PALM BEACH AMENDMENTS |
| |
| REVIEW |
| ACTION: DENIED |
| |
| 1) INFORMATIONAL 106.1.1* W.P.B. ADMINISTRATIVE |
| CODE/2007 -OPTIONS- 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 |
| "SHALL NOT BE CITED AS A WHOLE OR IN PART, NOR THE TERM |
| "LEGAL" OR ITS EQUIVALENT BE USED AS A SUBSTITUTE FOR |
| SPECIFIC INFORMATION". 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. |
| |
| NOTE NOA 08-0512.10 IS A TAMKO MODIFIED SYSTEM OVER |
| CONCRETE DECKS PRESSURE -622.5 FOR NON-INSULATED |
| CONCRETE DECK, IF GIVEN THE OPTION FOR 1 1/2 INCHES OF |
| ROOF INSULATION THE WRONG REPORT WOULD HAVE BEEN |
| SUBMITTED. |
| |
| 2) MISSING THTTE WIND DESIGN INFORMATION: 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: |
| 2A) BASIC WIND SPEED (3-SECOND GUST), MILES PER HOUR |
| (KM/HR). |
| |
| 2B) 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. |
| |
| 2C) WIND EXPOSURE, IF MORE THAN ONE WIND EXPOSURE IS |
| UTILIZED, THE WIND EXPOSURE AND APPLICABLE WIND |
| DIRECTION SHALL BE INDICATED. |
| |
| 2D) THE APPLICABLE ENCLOSURE CLASSIFICATIONS AND, IF |
| DESIGNING WITH ASCE 7, INTERNAL PRESSURE COEFFICIENT. |
| |
| 2E) 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. |
| |
| 3) THE REAR SLOPED ROOFING PRODUCT APPROVAL SUBMITTED |
| INDICATES IN THE NOA08-0226.06 A SURFACING PRODUCT FOR |
| A FINISHED PRODUCT PLEASE SEE TABLE 4 CIRCLE THE |
| PRODUCT TO BE INSTALLED. |
| |
| 4) STUCCO OVER WOOD FRAME CONSTRUCTION REQUIRES A BOND |
| BRAKER. 1404.2.1 WHERE CEMENT PLASTER (STUCCO) IS TO BE |
| APPLIED TO LATH OVER FRAME CONSTRUCTION, MEASURES SHALL |
| BE TAKEN TO PREVENT BONDING BETWEEN THE CEMENT PLASTER |
| AND THE WATER RESISTIVE BARRIER. A BOND BREAK SHALL BE |
| PROVIDED BETWEEN THE WATER RESISTIVE BARRIER AND THE |
| CEMENT PLASTER (STUCCO) CONSISTING OF ONE OF THE |
| FOLLOWING: |
| |
| 1. TWO LAYERS OF AN APPROVED WATER-RESISTANT BARRIER OR |
| |
| 2. ONE LAYER OF AN APPROVED WATER-RESISTANT BARRIER |
| OVER AN APPROVED PLASTIC HOUSE WRAP, OR |
| |
| 3. OTHER APPROVED METHODS OR MATERIALS APPLIED IN |
| ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION |
| INSTRUCTIONS. |
| |
| 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. |