| Date |
Text |
| 2008-07-08 16:46:08 | BUILDING PLAN REVIEW |
| | PERMIT: 08060706 PLAN REVIEW/MAJOR WORKING DRAWINGS |
| | ADD: 600 S. ROSEMARY AVE. PH 03 |
| | CONT: BERGMEYER ASSOCIATES |
| | TEL: (617)695-7759 |
| | |
| | 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. IF YOUR PROJECT WILL |
| | REQUIRE A RESIDENT INSPECTOR OR IF YOUR PROJECT IS A |
| | THRESHOLD BUILDING REQUIRING A THRESHOLD INSPECTOR THEN |
| | (3) THREE SETS OF ALL SAID DOCUMENTS WILL BE REQUIRED |
| | FOR PERMIT ISSUANCE. 106.1* /2004 SUBMITTAL DOCUMENTS |
| | WEST PALM BEACH ADMINISTRATIVE CODE. |
| | |
| | 1C) 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 "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. |
| | |
| | 1D ) INFORMATIONAL FL S S 713.13 NOTICE OF |
| | COMMENCEMENT, TO BE FILED WITH THE CLERK OF THE COURT. |
| | NOTE: 713.13(2) IF THE WORK DESCRIBED IN THE NOTICE OF |
| | COMMENCEMENT IS NOT ACTUALLY COMMENCED WITHIN 90 DAYS |
| | AFTER THE RECORDING THEREOF, SUCH NOTICE IS NULL & |
| | VOID. NOTE: 713.13(6) THE POSTING OF THE NOTICE OF |
| | COMMENCEMENT AT THE CONSTRUCTION SITE BEFORE THE FIRST |
| | INSPECTION. |
| | |
| | 1E) INFORMATIONAL: PLANS SUBMITTED FOR PERMIT (FIRST |
| | TIME REVIEW) AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO |
| | THE 2004 FBC BUILDING WITH THE 2007 SUPPLEMENTS, NOTE |
| | GOO1 CODE SUMMARYDOES NOT INDICATE THE 2007 SUPPLEMENTS |
| | NOR THE 2004 EXISTING BUILDING CODE. |
| | |
| | 1F) PLANS FAIL TO INDICATE TO WHAT LEVEL ALTERATION THE |
| | DESIGNER AND OR OWNER HAVE ELECTED TO REMODEL OR |
| | COMBINATION OF LEVELS OF ALTERATION PURSUANT TO SECTION |
| | 303, 304 AND 305 OF THIS CODE. SEE SECTION 301.5 /2004 |
| | FBC EXISTING BUILDING CODE. |
| | |
| | SHEET G001 HEADING FIRE RESISTANCE SEPERATION, TENANT |
| | SEPERATION- INDICATES TABLE602, PLEASE CORRECT TO |
| | 708.1( 5) WALLS SEPERATING INDIVIDUAL TENANT SPACES, |
| | 708.3 FIRE-RESISTANCE RATING OF THE WALLS SHALL BE AT |
| | LEAST 1 HR. |
| | |
| | 2) NOTE: SHEET A401 AND A402 INDICATE SIGNAGE AND |
| | AWNINGS. BOTH REQUIRE SEPERATE PERMITS, AND NOT COVERED |
| | UNDER THIS PERMIT. NOTE AWNINGS ARE TO MEET THE SHEET |
| | A402 DETAIL# 2 INDICATES A 7'-6" AWNING WITH A 8" DROP |
| | FRONT OR FINISHED HEIGHT OF 6'-10". SECTION 3105.1.1.1 |
| | NO PART OF THE CLOTH DROP SHALL BE LESS THAN 7 |
| | FEET.WIND DESIGNS MUST MEET ONE OF THE WIND SCENARIOS |
| | OF 3105.2. |
| | |
| | 3) SHEET AD-101 INDICATES THE REMOVAL OF THE STOREFRONT |
| | SYSTEM AND A401 & A402 INDICATE VARIOUS DETAILS OF THE |
| | NEW STOREFRONT SYSTEM BUT NO WIND DESIGN INFORMATION IS |
| | INDICATED WWITHIN THE PLANS: 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. |
| | |
| | 4) 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. |
| | |
| | 4A) FL BLD CODE 1609.1.4: COMPONENTS & CLADDING, |
| | PROVIDE 2 COPIES OF PRODUCT TESTING REPORTS, MISSING |
| | REPORTS ARE AS FOLLOWS: |
| | 4A)(1) STOREFRONT NOA SUBMITTED IS NOT ONE LISTED ON |
| | STATE WEB-SITE THER ARE 3 IR500 REPORTS LISTED. |
| | 4A)(2) GLAZED EXTERIOR SWING DOORS |
| | 4A)(3) MULLIONS-VERTICAL |
| | |
| | 4B) 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 APPLICATION FOR |
| | LOCAL PRODUCT APPROVAL OR SITE SPECIFIC FORM PER RULE |
| | 9B-72. SEE ATTACHMENT. WWW.FLORIDABUILDING.ORG |
| | |
| | 4C) 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. |
| | |
| | 5) SHEET A402 DETAIL# 4 INDICATES AN EXTERIOR MALL |
| | WALKWAY, THIS IS THE EXTERIOR OFTHE BUILDING AND NOT |
| | LOCATED WITHIN A MALL, PLEASE INDICATE HOW THIS |
| | INSTALLATION WILL MAKE A WATERTIGHT SEAL. |
| | 1403.2. WEATHER PROTECTION. EXTERIOR WALLS SHALL |
| | PROVIDE THE BUILDING WITH A WEATHER-RESISTANT EXTERIOR |
| | WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE |
| | FLASHING, AS DESCRIBED IN SECTION 1405.3 . |
| | 1405.3 FLASHING. |
| | FLASHING SHALL BE INSTALLED IN SUCH A MANNER SO AS TO |
| | PREVENT MOISTURE FROM ENTERING THE WALL OR TO REDIRECT |
| | IT TO THE EXTERIOR. FLASHING SHALL BE INSTALLED AT THE |
| | PERIMETERS OF EXTERIOR DOOR AND WINDOW ASSEMBLIES, |
| | PENETRATIONS AND TERMINATIONS OF EXTERIOR WALL |
| | ASSEMBLIES, EXTERIOR WALL INTERSECTIONS WITH ROOFS, |
| | CHIMNEYS, PORCHES, DECKS, BALCONIES AND SIMILAR |
| | PROJECTIONS AND AT BUILT-IN GUTTERS AND SIMILAR |
| | LOCATIONS WHERE MOISTURE COULD ENTER THE WALL. FLASHING |
| | WITH PROJECTING FLANGES SHALL BE INSTALLED ON BOTH |
| | SIDES AND THE ENDS OF COPINGS, UNDER SILLS AND |
| | CONTINUOUSLY ABOVE PROJECTING TRIM. |
| | |
| | 6) SHEET A401DETAIL# 2 INDICATES A STOREFRONT FRAME, |
| | PLEASE PROVIDE A CUT SECTION THROUGH THE STOREFRONT |
| | FRAME AND DOOR FRAME, THIS IS WHERE IT WOULD APPEAR A |
| | VERTICAL MULLION WOULD BE REQUIRED, PLEASE PROVIDE |
| | ADDITIONAL INFORMATION HOW THE WIND LOADS WILL BE MET |
| | IN 1609.6.2.2. COMPONENTS AND CLADDING. |
| | |
| | 7) SHEET A402 DETAIL# 4 INDICATES THE USE OF STEEL |
| | STUDS, THIS WALL IS AN EXTERIOR WALL REQUIRED TO RESIST |
| | WIND PRESSURE PLEASE PROVIDE THE DESIGN CRITERIA FOR |
| | THE BEARING STUDS, (WIND) SIZE OF STUD, GAUGE OF STUD, |
| | AND THE SPACING REQUIREMENTS. 2508 , GA-216 OR ASTM C |
| | 1007. |
| | |
| | JIM WITMER C. B. O. |
| | BUILDING PLAN REVIEW II |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
| | 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. |
