| Date |
Text |
| 2009-02-23 16:54:24 | BUILDING PLAN REVIEW |
| | PERMIT: 08120369 |
| | ADD: 100 N CLEMATIS ST |
| | CONT: CATALFUMO |
| | TEL: (561)282-8265 |
| | |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2007 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | FEB. 23,2006 |
| | 2ND REVIEW |
| | ACTION: DENIED |
| | |
| | 1A) INFORMATIONAL: WHEN RESUBMITTING PLANS PLEASE |
| | INDICATE THE REVISION & REMOVE & REPLACE ANY PAGES AS |
| | NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL |
| | REVIEW COMMENT NUMBER, WITH A DESCRIPTION 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. |
| | |
| | 1B) INFORMATIONAL: PLEASE SUBMIT 2 OF ALL SURVEYS, |
| | PLANS, REPORTS, REVISIONS , PRODUCT APPROVALS AND OR |
| | SUBMITTALS FOR REVIEW FOR PERMIT. 106.1* /2004 |
| | SUBMITTAL DOCUMENTS WEST PALM BEACH ADMINISTRATIVE |
| | CODE. |
| | |
| | 1C) COMPLIED. |
| | |
| | 2) QUEATIONABLE SOILS COMPLIED. SEE FOUNDATION PERMIT |
| | FOR SOILS ENGINEEER. |
| | |
| | 3) BUILDING PROVSO:BUILDING LOCATION: THIS STRUCTURE IS |
| | LOCATED WITH A A-5 FLOOD ZONE. THE FINISH FLOOR CAN NOT |
| | HAVE A FINISH FLOOR ELEVATION LESS THAN 7'-6". |
| | |
| | 4-7) COMPLIED. |
| | |
| | 8) SHEET VC A-1.0 ACCES RAMP SECTION INDICATES THE USE |
| | OF STAINLESS STEEL CABLES ON ALUMINUM POST HANDRAIL |
| | SYSTEM. SHOW COMPLIANCE WITH: |
| | 1607.7.1.1 CONCENTRATED LOAD. |
| | HANDRAIL ASSEMBLIES AND GUARDS SHALL BE ABLE TO RESIST |
| | A SINGLE CONCENTRATED LOAD OF 200 POUNDS (0.89 KN), |
| | APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP, |
| | AND HAVE ATTACHMENT DEVICES AND SUPPORTING STRUCTURE TO |
| | TRANSFER THIS LOADING TO APPROPRIATE STRUCTURAL |
| | ELEMENTS OF THE BUILDING. THIS LOAD NEED NOT BE ASSUMED |
| | TO ACT CONCURRENTLY WITH THE LOADS SPECIFIED IN THE |
| | PRECEDING PARAGRAPH. |
| | 1607.7.1.2 COMPONENTS. |
| | INTERMEDIATE RAILS (ALL THOSE EXCEPT THE HANDRAIL), |
| | BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO |
| | WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 |
| | POUNDS (0.22 KN) ON AN AREA EQUAL TO 1 SQUARE FOOT |
| | (0.093M2), INCLUDING OPENINGS AND SPACE BETWEEN RAILS. |
| | REACTIONS DUE TO THIS LOADING ARE NOT REQUIRED TO BE |
| | SUPERIMPOSED WITH THOSE OF SECTION 1607.7.1 OR |
| | 1607.7.1.1. |
| | |
| | 9) VC A-1.0, VC A-5.0 & VC A-6.0 ALL INDICATE THE USE |
| | OF HI-LO DRINKING FOUNTAINS SHEET VC A-6.0 INDICATES |
| | THE MAXIMUM HEIGHT THE UNITS ARE TO BE SEET AT BUT FAIL |
| | TO INDICATE THE MINIMUMHIGTH TO NOT BE CONSIDERED |
| | PROTRUDING OBJECTS 11-4.4.1.SEE FIGURE 11-8(A)(B). THE |
| | LOW SIDE IS IN COMPLIANCE BUT THE HIGH SIDE WOULD NEED |
| | A APRON TO DROP IT TO THE DESIRED HEIGTH. |
| | |
| | 10) COMPLIED. |
| | |
| | 11) 2ND REQUEST, DISCREPANCY IN PLANS BETWEEN VC A-3.0 |
| | & VC A-7.0 PLEASE REVIEW WHERE THE TRUE LOWEST POINT IN |
| | THE ROOF WILL BE AND THE DISTANCE FROM THE FRONT EDGE |
| | OF THE ROOF. IT APPEARS THE ROOF DRAINS ARE LOCATED |
| | APPROXIMATELY 5'-9" BACK FROM THE FRONT DEGE OF THE |
| | ROOF WHERE AS THE SCUPPERS ARE LOCATED ONLY 4'-0" AWAY |
| | FROM THE FRONT EDGE OF THE ROOF.SHEET VC A-7.0 IT |
| | APPEARS THE ROOF DRAINS ARE NOT LOCATED IN THE LOWEST |
| | PORTION OF ROOF. 1503.4. THE NEW DETAIL 2 LOCATED |
| | WITHIN SHEET VC A-3.0 THE ROOF DRAIN IS LOCATED HIGHER |
| | THAN THE HIGHEST POINT IN THE CRICKET, IN OHTER WORDS |
| | THE ROOF DRAINS WILL NOT TAKE ANY OF THE RUN OFF AND |
| | THE OVER FLOW SCUPPERS WILL TAKE ALL THE ROOF RAIN |
| | WATER. AS DRAWN 9" OF WATER WILL POND. 1503.4.3. |
| | |
| | 12) 2ND REQUEST PLEASE PROVIDE A ROOFING CUT SECTION AT |
| | THE ROOF DRAINS INDICATING THE TYPE OF INSULATION TO BE |
| | INSTALLED, PLEASE ALSO NOTE THE ENERGY CALCULATIONS |
| | INDACATE A MINIMUM OF R-20.4 VALUE FOR ROOF INSULATION. |
| | WITHIN THE ROOFING PRODUCT APPROVAL PLEASE HIGHLIGHT OR |
| | CIRCLE THE SUB-SYSTEM TO BE INSTALLED AND PLEASE |
| | SPECIFY THE TYPE OF INSULATION AND HICKNESS IT WILL |
| | TAKE TO MEET THE REQUIREMEENTS OF THE ENERGY CODE, |
| | PLEASE SEE BOAFS INFORMAL INTERPRETATION ON |
| | 13-404.ABCD.1 THE NEW DETAIL# 2 LOCATED ON SHEET VC |
| | A3.0 INDICATES A NOTE OF 2" MINIMUM INSULATION AT THE |
| | ROOF DRAIN. THE ROOFING PRODUCT APPROVAL SUB,MITTED |
| | INDICATES THE USE OF POLYTHERM ROOFINSULATION TO |
| | ACHIEVE A R-VALUE OF 20.4 THE MINIMUM ROOF INSULATION |
| | LOCATED AT THE ROOF DRAIN WOULD BE 3.25 INCHES, SEE |
| | MANUFACTURERS SPEC. |
| | |
| | 13) 1609.1.4 PROTECTION OF OPENINGS IN WIND-BORNE |
| | DEBRIS REGIONS, EXTERIOR GLAZING THAT RECEIVES POSITIVE |
| | PRESSURE IN THE LOWER 60 FEET (18.3 M) IN BUILDINGS |
| | SHALL BE ASSUMED TO BE OPENINGS AND THE BALANCE OF |
| | GLAZED OPENINGS IN THE REST OF THE BUILDING SHALL BE |
| | ASSUMED TO BE ZERO UNLESS SUCH GLAZING THAT RECEIVES |
| | POSITIVE PRESSURE IS IMPACT RESISTANT OR PROTECTED WITH |
| | AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS |
| | OF SSTD 12, ASTM E 1886 AND ASTM E 1996, OR MIAMI-DADE |
| | TAS 201, 202 AND 203 REFERENCED THEREIN AS FOLLOWS: 1. |
| | GLAZED OPENINGS LOCATED WITHIN 30 FEET (9.1 M) OF GRADE |
| | SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST. |
| | 2. GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9.1 M) |
| | ABOVE GRADE SHALL MEET THE PROVISIONS OF THE SMALL |
| | MISSILE TEST. |
| | |
| | FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING, PROVIDE 2 |
| | COPIES OF PRODUCT TESTING REPORTS, EITHER MISSING |
| | REPORTS OR MISSING INFORMATION ARE AS FOLLOWS: |
| | 13A) FIXED WINDOWS/STOREFRONT / (CURTAINWALL) HIGHLIGHT |
| | WHICH SYSTEM IS TO BE USED, SHEET VC A 8.1 DETAIL 5 AND |
| | 9 . DETAIL# 5 INDICATES USE OF A 1X FASTENED TO A STEEL |
| | COLUMN NO INFORMATION IS PROVIDED |
| | FOR THE ATTACHMENT OF THE WOOD BUCK TO THE STEEL COLUMN |
| | IN THE ARCHITECTURAL NOR STRUCTURAL SHEET. THE SECOND |
| | ISSUE IS DETAIL# 9 THE TOP OF THE WINDOW FRAME IS |
| | ATTACHED DIRECTLY TO THE STEEL BUT NO |
| | INFORMATION IS PROVIDED ON THE ARCHITECTURAL NOR |
| | STRUCTURAL SHEET. |
| | 13B) EXTERIOR GLAZED DOORS - TWO PRODUCT APPROVALS WERE |
| | SUBMITTED FOR GLAZED DOORS FL5705 CORRIM AND YKK NOA |
| | 06-0306.02 WHICH IS TO BE INSTALLED? |
| | 13C) EXTERIOR HOLLOW METAL DOORS- NO PRODUCT APPROVALS |
| | WERE SUBMITTED. |
| | 13D) METAL WALL PANELS( WALL LOUVERS) OK |
| | 13E) WALL LOUVERS OK |
| | 13F) SOFFIT MATERIALS -STUCCO NO APPROVALS REQUIRED |
| | 13G) ROOFING SYSTEMS |
| | 1) ROOF INSULATION REVIEW THE MINIMUM THICKNESS FOR A |
| | 20.4 R-VALUE SEE ENERGY INPUT DATA REPORT |
| | 2) PRODUCT APPROVAL NOA 07-1030.01 |
| | DECK TYPE 21: STEEL INSULATED |
| | DECK DESCRIPTION 18-22 GAUGE TYPE B |
| | SYSTEM TYPE B |
| | MAXIMUM DESIGN PRESSURE -90 PSF LIMITATION # 7 ALLOWS |
| | FOR ENHANCED FASTENING S-4 FOR THE ROOF ZONE 3 REQUIRES |
| | -107. THE RAS 117 CALCULATIONS CAN BE COMPLETED BY |
| | EITHER A ARCHITECT, ENGINEER OR REGISTEERED ROOF |
| | CONSULTANT. |
| | |
| | 14-15) COMPLIED. |
| | |
| | JIM WITMER C. B. O. |
| | BUILDING PLAN REVIEW II |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)805-6731 |
| | E-MAIL: [email protected] |
| | |
| | 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. |
