Date |
Text |
2009-01-02 16:58:01 | 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 |
| |
| 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) INFORMATIONAL: PLANS SUBMITTED FOR PERMIT (FIRST |
| TIME REVIEW) AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO |
| THE 2004 FBC BUILDING WITH THE 2007 SUPPLEMENTS. SHEET |
| S-3 INDICATES TWICE TO BE DESIGNED TO THE 2004 FBC WITH |
| 2006 SUPPLEMENTS, PLEASE UPDATE TO THE 2007 |
| SUPPLEMENTS. |
| |
| 2) QUEATIONABLE SOILS WITHIN THE PERMIT PACKAGE IS A |
| PRELIMINARY REPORT FORM ARDAMAN FILE # 08-2035. WITHIN |
| THE REPORT IT STATES "WE WILL PERSENT SPECIFIC |
| RECOMMENDATIONS ONCE THE NATURE OF THE BUILDINGS AND |
| THE STRUCTURAL LOADS ARE DEFINED." APPRENTLY THERE IS |
| ADDITIONAL INFORMATION THAT HAS BEEN SUBMITTED TO |
| ARDAMAN SINCE A AUGOR PILE AND GRADE BEAM FOUNDATION |
| HAS BEEN DESIGNED. |
| PLEASE PROVIDE THE ADDITIONAL SOILS REPORT WITH THE |
| RECOMMENDATION FOR AUGOR CAST PLIE SYSTEM. |
| 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 . |
| |
| 3) 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". AT THE EAST END OF THE |
| BUILDING ELECTRIC ROOM# 104 THE FLOOR ELEVATION IS |
| INDICATED AT 5'-6" OR 2 FEET BELOW THE ALLOWABLE FINISH |
| FLOOR LEVEL. |
| |
| 4) SHEET A1.1 PHASE 1A TEMORARY CONSTRUCTION PLAN, |
| INDICATES A 4'-0" WAIDE WALKWAY ON THE WEST SIDE OF THE |
| BUILDING. PLEASE GIVE ELEVATION MARKERS ON THIS |
| SIDEWALK FROM THE EXISTING SIDEWALK TO THE EXTERIOR |
| LANDING IN FORNT OF THE RESTROOMS AT ELEVATION 7'-6". |
| THE DIFFERENCE IN GRADE MAY MAKE THIS PORTION OF |
| SIDEWALK TO BE CONSIDERED A RAMP AND REQUIRE HANDRAILS |
| ON BOTH SIDES, AND GUARD RAILS. 11-4.8. |
| |
| 5) DURING PHASE 1A ARE ALL OF THE PILING AND GRADE |
| BEAMS GOING TO BE PLACED AT THIS TIME OR WILL SOME OF |
| THIS WORK OCCUR DURING A LATER PHASE? |
| |
| 6) BOTH LS1.0 & VC A-1.0 INDICATE THE STAIRWAY DIRECTLY |
| IN FRONT OF THE RESTROOMS. THE HANDRAIL EXTENSIONS ( |
| HORIZONTAL) ARE MISSING AT THE BOTTOM OF THE STAIRS. |
| 11-4.9.4(2) SEE FIGURE 11-19(C-D) |
| |
| 7) SHEET VC A-1.0 ACCESS RAMP DETAILS 1& 2 BOTH |
| INDICATE HANDRAILS LOCATED 2'-6" ABOVE THE RAMPS |
| SURFACE, PLEASE REVIEW 11-4.8.5(5) TOP OF HANDRAIL |
| GRIPPING SURFACES SHALL BE MOUNTED BETWEEN 34INCHES AND |
| 38 INCHES ABOVE THE RAMP SURFACES. |
| |
| 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). |
| |
| 10) VC A-3.0 THE LEFT HAND SECTION OF THE ROOF SYSTEM |
| THE PLANS INDICATE DRAINAGE OF THE ROOF WITH SECONDARY |
| DRAINAGE OVERFLOOW SCUPPER IN FLASHING, FORTHIS AREA OF |
| ROOFING SAME ON THE RIGHT SIDE OF ROOF, THIS IS THE |
| ONLY DRAINAGE FOR THIS PORTION OF ROOF, ALSO THERE IS |
| NO DOWNSPOUT AS LOCATED ON THE RIGHT SIDE OF THE ROOF. |
| 1503.4.2 & 1503.4.3. |
| |
| 11) 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 SSCUPPERS ARE LOCATED ONLY 4'-0" |
| AWAY FROM THE FRONT EDGE OF THE ROOF.SHHE VC A-7.0 IT |
| APPEARS THE ROOF DRAINS ARE NOT LOCATED IN THE LOWEST |
| PORTION OF ROOF. 1503.4. |
| |
| 12) 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 |
| |
| 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, MISSING REPORTS ARE |
| AS FOLLOWS: |
| 13A) FIXED WINDOWS/STOREFRONT |
| 13B) EXTERIOR GLAZED DOORS |
| 13C) EXTERIOR HOLLOW METAL DOORS |
| 13D) METAL WALL PANELS |
| 13E) WALL LOUVERS |
| 13F) SOFFIT MATERIALS |
| 13G) ROOFING SYSTEMS |
| |
| THE DESIGNER OF RECORD HAS ISSUED A LETTER WITH THE |
| LISTED PRODUCT APPROVALS FOR THE BUILDING, THE |
| CONTRACTOR WILL STILL NEED TO SUBMIT 2 COPIES OT HTE |
| FULL REPORT FOR VARIFICATION OF PRESSURES, EXCEPTIONS, |
| AND LIMITATIONS WITH IN EACH REPORT. EVEN THOUGH SOME |
| REPORTS ARE LISTED UNDER THE 2004 FBC WEBSITE, THEY MAY |
| BE OLDER NOA'S UNDERTHE 2001 FBC WHERE 1 1/3RD STEEL |
| INCREASES WERE TAKEN ON |
| FASTENERS. |
| |
| 14) S-1A FOUNDATION NOTE# 1 INDICATES ELEVATION 100'-0" |
| IS XX.XX' NGVD, PLEASE FILL IN THE UNKNOWNS. FLOOD ZONE |
| A5, MINIMUM FLOOR ELEVATION OF 7.5 NGVD. CITY CODE OF |
| ORDINANCES. |
| |
| 15) SHEET S-3 INDICATES THE DESIGN TO THE 2004 FBCBASE |
| CODE WITH 2006 SUPPLEMENTS, UPDATE TO 2007 SUPPLEMENTS. |
| |
| A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A |
| RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| THIS REVIEW. |
| |
| 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. |