| Date |
Text |
| 2007-10-10 10:01:19 | CONSTRUCTION SERVICES DEPARTMENT |
| | 200 SECOND STREET, 3RD FLOOR, WEST PALM BEACH, |
| | FLORIDA33401 |
| | TEL:561-805-6713FAX: |
| | 561-805-6731 |
| | |
| | JAMES JOHNSTON, PERMIT NO 07080840 BUILDING |
| | PLAN EXAMINERII PROJECT BEAUTY |
| | SALON |
| | E-MAIL:JJOHNSTON @WPB.ORG ADDRESS |
| | 1029TAMARIND |
| | DATE 10/09/2007 |
| | |
| | BUILDINGPLANREVIEW |
| | |
| | CORRECTION SUBMITTAL |
| | WHEN RE-SUBMITTINGCORRECTED PLANS FOR PERMITTING, |
| | PLEASEREMOVE AND REPLACE ANY SHEETS AS NECESSARY. |
| | INCLUDE A TRANSMITTAL LETTER LISTING THE ORIGINAL |
| | REVIEW COMMENT NUMBER WITH A DESCRIPTION OF THE |
| | REVISION MADE. IDENTIFY THE SHEET OR SPECIFICATION PAGE |
| | WHERE THE CHANGES CAN BE FOUND AND INCLUDE THE OLD |
| | SHEETS IN THE RE-SUBMITTAL PACKAGE FOR THE PLAN |
| | REVIEWER?S REFERENCE. |
| | THIS SHALL HELP TO EXPEDITE YOUR PERMIT. THANK YOU FOR |
| | YOUR ANTICIPATED COOPERATION. |
| | COMMENT-FOR YOUR INFORMATION |
| | |
| | F.S.713.13NOTICE OF COMMENCEMENT |
| | FILE NOTICE WITH THE CLERK OF COURT RECORDING DIVISION. |
| | IF THE WORK DESCRIBED IN THE NOTICE IS NOT COMMENCED |
| | WITHIN 90 DAYS OF FILING THE NOTICE WILL BECOME NULL |
| | AND VOID. SUBMIT THE NOTICE AT THE TIME OF PERMIT |
| | ISSUANCE AND POST A COPY AT THE JOB SITE BEFORE THE |
| | FIRST INSPECTION. |
| | COMMENT-FOR YOUR INFORMATION |
| | |
| | |
| | NOTE ON COVER SHEET 1 |
| | FBC2004 BUILDING W/ 2005 AND 6 REVISIONS |
| | FBC2004 ACCESSIBILITYCHAPTER 11 |
| | FBC2004 EXISTING BUILDING |
| | LEVEL OF ALTERATION II |
| | TYPE OF CONSTRUCTION |
| | SPRINKLED / UN-SPRINKLED |
| | WIND SPEED AND EXPOSURE |
| | WIND IMPORTANCE FACTOR |
| | TYPE OF OCCUPANCY B -M |
| | OCCUPANT LOAD-GROSS - NET |
| | COMMENT-PLEASE PLACE ON SHEET A-1 |
| | |
| | WINDOWS / DOORS PRODUCT APPROVALS |
| | WPB ADMINISTRATIVE CODE 106.3 REGULATED BY DCA RULE |
| | 9B-72FLORIDA PRODUCT APPROVAL |
| | SUBMIT TWO COPIES OF EACH APPROVAL WITH FLORIDA PRODUCT |
| | APPROVAL COVER SHEET THE ARCHITECT?S / ENGINEER?S |
| | SIGNATURE AS APPLICABLE, STATING ?TO THE BEST OF THEIR |
| | KNOWLEDGE THE PRODUCT APPROVAL COMPLIES WITH THE PLANS |
| | AND SPECIFICATIONS.SEE:WEB SITE |
| | WWW.FLORIDABUILDING.COM |
| | NOTE: SEE DIVISION FACTOR TO BE USED IN DESIGN PRESSURE |
| | BY LEGACYFPA |
| | COMMENT-THE PRODUCT APPROVAL SERIES SH -800 DOES NOT |
| | HAVE A FLORIDA PRODUCT APPROVAL. PLEASE SELECT ANOTHER |
| | UNIT OR FILE A LOCAL PRODUCT APPROVAL APPLICATION. |
| | |
| | |
| | F.A.C.9B-72 STATE OF FLORIDAPRODUCT APPROVAL |
| | FLORIDA ADMINISTRATIVE CODE |
| | SPECIFIC AUTHORITY:F.S. 553.842 (1) |
| | FLORIDA BUILDING COMMISSION (COMMISSION) |
| | DEPT. FLORIDA DEPT. OF COMMUNITY AFFAIRS |
| | |
| | |
| | FBC BUILDING 801.3 CERTIFICATE OF OCCUPANCY |
| | REQUIRED. |
| | A CERTIFICATE OF OCCUPANCY SHALL BE ISSUED WHERE A |
| | CHANGE OF OCCUPANCY OCCURS THAT RESULTS IN BEING |
| | CLASSIFIED AS A DIFFERENT OCCUPANCY CLASSIFICATION AS |
| | DETERMINED BY THE FLORIDA BUILDING CODE, BUILDING . |
| | COMMENT-THE PLAN STATES THIS IS A RESIDENTIAL |
| | BUILDING CONVERTING TO MULTIPLE COMMERCIAL OCCUPANCIES |
| | |
| | FBC BUILDING 110.1 USE AND OCCUPANCY. |
| | NO BUILDING OR STRUCTURE SHALL BE USED OR OCCUPIED, AND |
| | NO CHANGE IN THE EXISTING OCCUPANCY CLASSIFICATION OF A |
| | BUILDING OR STRUCTURE OR PORTION THEREOF SHALL BE MADE |
| | UNTIL THE BUILDING OFFICIAL HAS ISSUED A CERTIFICATE OF |
| | OCCUPANCYAS PROVIDED HEREIN. ISSUANCE OF A |
| | CERTIFICATE OF OCCUPANCY SHALL NOT BE CONSTRUED AS AN |
| | APPROVAL OF A VIOLATION OF THE PROVISIONS OF THIS CODE |
| | OR OF OTHER ORDINANCES OF THE JURISDICTION. COMMENT- |
| | THE PLAN STATES THIS IS A RESIDENTIAL BUILDING |
| | CONVERTING TO MULTIPLE COMMERCIAL OCCUPANCIES THE PALM |
| | BEACH PROPERTY APPRAISER LIST THIS PROPERTY AS TWO |
| | STORES. PLEASE FURNISH THE PERMIT INFORMATION ON THE |
| | RESTAURANT |
| | |
| | FBC BUILDING 302.3.2 SEPARATED USES. |
| | EACH PORTION OF THE BUILDING SHALL BE INDIVIDUALLY |
| | CLASSIFIED AS TO USE AND SHALL BE COMPLETELY SEPARATED |
| | FROM ADJACENT AREAS BY FIRE BARRIER WALLS OR HORIZONTAL |
| | ASSEMBLIES OR BOTH HAVING A FIRE-RESISTANCE RATING |
| | DETERMINED IN ACCORDANCE WITH TABLE 302.3.2 FOR USES |
| | BEING SEPARATED. EACH FIRE AREA SHALL COMPLY WITH THIS |
| | CODE BASED ON THE USE OF THAT SPACE. EACH FIRE AREA |
| | SHALL COMPLY WITH THE HEIGHT LIMITATIONS BASED ON THE |
| | USE OF THAT SPACE AND THE TYPE OF CONSTRUCTION |
| | CLASSIFICATION. IN EACH STORY, THE BUILDING AREA SHALL |
| | BE SUCH THAT THE SUM OF THE RATIOS OF THE FLOOR AREA OF |
| | EACH USE DIVIDED BY THE ALLOWABLE AREA FOR EACH USE |
| | SHALL NOT EXCEED ONE. |
| | COMMENT-A FLOOR PLAN OF THE INTERIOR IS NECESSARY IN |
| | ORDER TO CERTIFY THAT THE FIRE RATED SEPARATION WILL |
| | NOT |
| | BE COMPROMISED BY THE NEWEXTERIOR WINDOWS OR DOORS. |
| | |
| | FBC BUILDING 106.1 SUBMITTAL DOCUMENTS. CONSTRUCTION |
| | DOCUMENTS, SPECIAL INSPECTION AND STRUCTURAL |
| | OBSERVATION PROGRAMS, AND OTHER DATA SHALL BE SUBMITTED |
| | IN ONE OR MORE SETS WITH EACH APPLICATION FOR A PERMIT. |
| | THE CONSTRUCTION DOCUMENTS SHALL BE PREPARED BY A |
| | DESIGN PROFESSIONAL WHERE REQUIRED BY THE STATUTES. |
| | WHERE SPECIAL CONDITIONS EXIST, THE BUILDING OFFICIAL |
| | IS AUTHORIZED TO REQUIRE ADDITIONAL CONSTRUCTION |
| | DOCUMENTS TO BE PREPARED BY A DESIGN PROFESSIONAL. |
| | COMMENT-FURNISH FLOOR PLAN OF BUILDING PERIMETER WITH |
| | MEASUREMENTS |
| | |
| | |
| | FBC BUILDING 106.3.1 APPROVAL OF CONSTRUCTION |
| | DOCUMENTS. |
| | WHEN THE BUILDING OFFICIAL ISSUES A PERMIT, THE |
| | CONSTRUCTION DOCUMENTS SHALL BE APPROVED, IN WRITING OR |
| | BY STAMP, AS ?REVIEWED FOR CODE COMPLIANCE.? ONE SET OF |
| | CONSTRUCTION DOCUMENTS SO REVIEWED SHALL BE RETAINED BY |
| | THE BUILDING OFFICIAL. THE OTHER SET SHALL BE RETURNED |
| | TO THE APPLICANT, SHALL BE KEPT AT THE SITE OF WORK AND |
| | SHALL BE OPEN TO INSPECTION BY THE BUILDING OFFICIAL OR |
| | A DULY AUTHORIZED REPRESENTATIVE. |
| | COMMENT-FOR REVIEW AND ACCEPTANCE TWO SETS OF PLANS |
| | SHALL BE REQUIRED WITH TWO SETS OF ALL PRODUCT |
| | APPROVALS |
| | |
| | FBC BUILDING 1909.6.3 OPENINGS IN WALLS. |
| | NOT LESS THAN TWO NO. 5 BARS SHALL BE PROVIDED AROUND |
| | WINDOW AND DOOR OPENINGS. SUCH BARS SHALL EXTEND AT |
| | LEAST 24 INCHES (610 MM) BEYOND THE CORNERS OF |
| | OPENINGS. |
| | COMMENT-PLEASE COMPLY WITH THIS SECTION FOR THE |
| | INFILL AROUND THE WINDOW OPENINGS |
| | |
| | FBC BUILDING 1714.5.4.2 MASONRY, CONCRETE OR OTHER |
| | STRUCTURAL SUBSTRATE. |
| | WHERE THE WOOD SHIM OR BUCK THICKNESS IS LESS THAN 1? |
| | INCHES (38 MM), WINDOW AND DOOR ASSEMBLIES SHALL BE |
| | ANCHORED THROUGH THE MAIN FRAME OR BY JAMB CLIP OR SUB |
| | FRAME SYSTEM, IN ACCORDANCE WITH THE MANUFACTURER?S |
| | PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE |
| | SECURELY FASTENED DIRECTLY INTO THE MASONRY, CONCRETE |
| | OR OTHER STRUCTURAL SUBSTRATE MATERIAL. UNLESS |
| | OTHERWISE TESTED, BUCKS SHALL EXTEND BEYOND THE |
| | INTERIOR FACE OF THE WINDOW OR DOOR FRAME SUCH THAT |
| | FULL SUPPORT OF THE FRAME IS PROVIDED. SHIMS SHALL BE |
| | MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE |
| | LOADS, LOCATED AND APPLIED IN A THICKNESS CAPABLE OF |
| | SUSTAINING APPLICABLE LOADS. ANCHORS SHALL BE PROVIDED |
| | TO TRANSFER LOAD FROM THE WINDOW OR DOOR FRAME TO THE |
| | ROUGH OPENING SUBSTRATE. |
| | WHERE THE WOOD BUCK THICKNESS IS 1? INCHES (38 MM) OR |
| | GREATER, THE BUCK SHALL BE SECURELY FASTENED TO |
| | TRANSFER LOAD TO THE MASONRY, CONCRETE OR OTHER |
| | STRUCTURAL SUBSTRATE AND THE BUCK SHALL EXTEND BEYOND |
| | THE INTERIOR FACE OF THE WINDOW OR DOOR FRAME. WINDOW |
| | AND DOOR ASSEMBLIES SHALL BE ANCHORED THROUGH THE MAIN |
| | FRAME OR BY JAMB CLIP OR SUB FRAME SYSTEM OR THROUGH |
| | THE FLANGE TO THE SECURED WOOD BUCK IN ACCORDANCE WITH |
| | THE MANUFACTURER?S PUBLISHED INSTALLATION INSTRUCTIONS. |
| | UNLESS OTHERWISE TESTED, BUCKS SHALL EXTEND BEYOND THE |
| | INTERIOR FACE OF THE WINDOW OR DOOR FRAME SUCH THAT |
| | FULL SUPPORT OF THE FRAME IS PROVIDED. SHIMS SHALL BE |
| | MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE |
| | LOADS, LOCATED AND APPLIED IN A THICKNESS CAPABLE OF |
| | SUSTAINING APPLICABLE LOADS. ANCHORS SHALL BE PROVIDED |
| | TO TRANSFER LOAD FROM THE WINDOW OR DOOR FRAME ASSEMBLY |
| | TO THE SECURED WOOD BUCK. |
| | |
| | FBC BUILDING 1714.5.4.3 WOOD OR OTHER APPROVED |
| | FRAMING MATERIALS. |
| | WHERE THE FRAMING MATERIAL IS WOOD OR OTHER APPROVED |
| | FRAMING MATERIAL, WINDOW AND GLASS DOOR ASSEMBLIES |
| | SHALL BE ANCHORED THROUGH THE MAIN FRAME OR BY JAMB |
| | CLIP OR SUBFRAME SYSTEM OR THROUGH THE FLANGE IN |
| | ACCORDANCE WITH THE MANUFACTURER?S PUBLISHED |
| | INSTALLATION INSTRUCTIONS. SHIMS SHALL BE MADE FROM |
| | MATERIALS CAPABLE OF SUSTAINING APPLICABLE LOADS, |
| | LOCATED AND APPLIED IN A THICKNESS CAPABLE OF |
| | SUSTAINING APPLICABLE LOADS. ANCHORS SHALL BE PROVIDED |
| | TO TRANSFER LOAD FROM THE WINDOW OR DOOR FRAME TO THE |
| | ROUGH OPENING SUBSTRATE. |
| | COMMENT- PLEASE FURNISH THE INFILL AND ANCHORING OF THE |
| | NEW WINDOWS IN COMPLIANCE WITH THIS CODE SECTION |
| | |
| | FBC BUILDING 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. |
| | COMMENT-PLEASE FURNISH THE DESIGN LATERAL |
| | FORCE-PRESSUREON EACH WINDOW AND DOOR COMPONENT |
| | |
| | FBC BUILDING 1604.8.2 CONCRETE AND MASONRY WALLS. |
| | CONCRETE AND MASONRY WALLS SHALL BE ANCHORED TO FLOORS, |
| | ROOFS AND OTHER STRUCTURAL ELEMENTS THAT PROVIDE |
| | LATERAL SUPPORT FOR THE WALL. SUCH ANCHORAGE SHALL |
| | PROVIDE A POSITIVE DIRECT CONNECTION CAPABLE OF |
| | RESISTING THE HORIZONTAL FORCES SPECIFIED IN THIS |
| | CHAPTER BUT NOT LESS THAN A MINIMUM STRENGTH DESIGN |
| | HORIZONTAL FORCE OF 280 PLF (4.10 KN/M) OF WALL, UNLESS |
| | THE LATERAL FORCE HAS OTHERWISE BEEN CALCULATED BY THE |
| | ENGINEER OF RECORD. WALLS SHALL BE DESIGNED TO RESIST |
| | BENDING BETWEEN ANCHORS WHERE THE ANCHOR SPACING |
| | EXCEEDS 4 FEET (1219 MM). REQUIRED ANCHORS IN MASONRY |
| | WALLS OF HOLLOW UNITS OR CAVITY WALLS SHALL BE EMBEDDED |
| | IN A REINFORCED GROUTED STRUCTURAL ELEMENT OF THE WALL. |
| | SEE SECTIONS 1609.6.5 FOR WIND DESIGN REQUIREMENTS. |
| | COMMENT-PLEASE SEE LAST SENTENCE REQUIRED ANCHORS IN |
| | MASONRY WALLS OF HOLLOW UNITS SHALL BE EMBEDDED ??.. |
| | |
| | FBC BUILDING 2304.6.1 WOOD STRUCTURAL PANEL |
| | SHEATHING. |
| | WHERE WOOD STRUCTURAL PANEL SHEATHING IS USED AS THE |
| | EXPOSED FINISH ON THE EXTERIOR OF OUTSIDE WALLS, IT |
| | SHALL HAVE AN EXTERIOR EXPOSURE DURABILITY |
| | CLASSIFICATION. WHERE WOOD STRUCTURAL PANEL SHEATHING |
| | IS USED ON THE EXTERIOR OF OUTSIDE WALLS BUT NOT AS THE |
| | EXPOSED FINISH, IT SHALL BE OF A TYPE MANUFACTURED WITH |
| | EXTERIOR GLUE (EXPOSURE 1 OR EXTERIOR). WHERE WOOD |
| | STRUCTURAL PANEL SHEATHING IS USED ELSEWHERE, IT SHALL |
| | BE OF A TYPE MANUFACTURED WITH INTERMEDIATE OR EXTERIOR |
| | GLUE. |
| | COMMENT-PLEASE IDENTIFY THE ATTACHMENTS FOR THE |
| | STRUCTURAL PANELS TO THE FRAMING SYSTEM |
| | OF THE PARAPET WALL |
| | |
| | SHEET S1.01 |
| | DETAIL 02 STATES 3/8? J BOLT OR EXPANSION BOLT FOR |
| | PARAPET ANCHORING AT BASE PLATE |
| | DETAIL 05 & 06 STATE ?? J BOLT OR EXPANSION BOLT FOR |
| | PARAPET ANCHORING AT BASE PLATE |
| | COMMENT- WHICH DETAIL IS CORRECT????? |
