| Date |
Text |
| 2008-09-11 11:30:11 | 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 |
| | |
| | 2ND REVIEW |
| | ACTION: DENIED |
| | SEPT. 11,2008 |
| | |
| | 1A) 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) NOT APPLICABLE. |
| | |
| | 1C) PLEASE SEE COMMENT # 3 SITED CODE. 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 ) 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-G) COMPLIED. |
| | |
| | 2) COMPLIED. |
| | |
| | 3) 2ND REQUEST, AS STATED ABOVE 106.1.1 SUCH |
| | INFORMATION SHALL BE SPECIFIC TO THE TECNICAL CODE, |
| | CODE CAN NOT BE REPEATED AS SATISFYING THE CODE ISSUE. |
| | THIS IS MISSING WIND INFORMATION NEEDED TO BE ABLE TO |
| | COMPLETE THE REVIEW. TO DATE THE DESIGNER OF RECORD HAS |
| | NOT PROVIDED WIND INFORMATION NOR PRESSURES FOR |
| | COMPONENTS AND CLADDING. 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) 2ND REQUEST, SUBMITTED WERE TWO DIFERENT SETS |
| | OFPRODUCTS, (2) PGT PRODUCTS & (2) KAWNEER: |
| | PGT NOA 07-0817.04 SERIES "IR-500" ALUMINIUM GLAZING (W |
| | SOLUTIA/ DUPONT'S PVB) WINDOW WALL |
| | PGT NOA 06-0309.01 SERIES "IR-500" ALUMINIUM GLAZED (W/ |
| | STORM GUARD) WINDOW WALL SYSTEM |
| | |
| | KAWNEER NOA 04-0123.01 SERIES "IR 500" GLAZED WALL |
| | -IMPACT NOTE THE MAXIMUM SPACING FOR GLAZED UNITS IS |
| | 48" SEE SHEET 1OF 8. |
| | KAWNEER NOA 040123.02 SERIES 350 OUTSWING STOREFRONT |
| | DOOR W/IR 500 FRAMING SYSTEM |
| | |
| | PLEASE NOTE THAT ALSO SUBMITTED WAS A COVERSHEET FOR |
| | KAWNEER IR500/501 FRAMING AND SUPPOSED SHOP DRAWINGS |
| | THAT ARE ONLY ENLARGED TECHNICAL SHEETS FROM THE |
| | KAWNEER 07-0817.04 NOA. |
| | PLEASE REMOVE SETS OF PRODUCT APPROVALS NOT TO BE |
| | REVIEWED FOR CODE COMPLIANCE. |
| | |
| | 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) 2ND REQUEST, 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) 2ND REQUEST, 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) COMPLIED. |
| | |
| | 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. |
