| Date |
Text |
| 2007-10-04 11:40:38 | CONSTRUCTION SERVICES DEPARTMENT |
| | 200 SECOND STREET, 3RD FLOOR, WEST PALM BEACH, |
| | FLORIDA33401 |
| | TEL:561-805-6713FAX: |
| | 561-805-6731 |
| | |
| | JAMES JOHNSTON, PERMIT NO 07090125 BUILDING |
| | PLAN EXAMINERII PROJECT GOVT. |
| | CENTER LOBBY |
| | E-MAIL:JJOHNSTON @WPB.ORG ADDRESS |
| | 301 N. OLIVE AVENUE |
| | DATE OCTOBER 4, 2007 |
| | |
| | BUILDINGPLANREVIEW |
| | |
| | |
| | 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 |
| | |
| | THE ENGINEERING CALCULATIONS PROVIDED BY THE DESIGNER |
| | OF RECORD AND SUBMITTED BY THE GENERAL CONTRACTOR |
| | CONTAIN SOME PHOTO COPIES OF THE DESIGNER?S SIGNATURE. |
| | WE CANNOT ACCEPT PHOTO COPIES OF ORIGINAL |
| | CALCULATIONS. |
| | |
| | COMMENT-PLEASE SEE THE SHEETS HIGH-LIGHTED IN YELLOW |
| | AND REPLACE SAME WITH ORIGINAL SIGNATURE AND SEAL. |
| | THANK YOU FOR YOUR ATTENTION TO THIS MATTER |
| | |
| | |
| | F. S. 471.025ENGINEER SEAL |
| | THE BOARD SHALL PRESCRIBE, BY RULE, ONE OR MORE FORMS |
| | OF SEAL TO BE USED BY LICENSEES. EACH LICENSEE SHALL |
| | OBTAIN AT LEAST ONE SEAL IN THE FORM APPROVED BY RULE |
| | OF THE BOARD AND MAY, IN ADDITION, REGISTER HIS OR HER |
| | SEAL ELECTRONICALLY IN ACCORDANCE WITH SS. |
| | 668.001-668.006. ALL FINAL DRAWINGS, SPECIFICATIONS, |
| | PLANS, REPORTS, OR DOCUMENTS PREPARED OR ISSUED BY THE |
| | LICENSEE AND BEING FILED FOR PUBLIC RECORD AND ALL |
| | FINAL DOCUMENTS PROVIDED TO THE OWNER OR THE OWNER'S |
| | REPRESENTATIVE SHALL BE SIGNED BY THE LICENSEE, DATED, |
| | AND SEALED WITH SAID SEAL. SUCH SIGNATURE, DATE, AND |
| | SEAL SHALL BE EVIDENCE OF THE AUTHENTICITY OF THAT TO |
| | WHICH THEY ARE AFFIXED. DRAWINGS, SPECIFICATIONS, |
| | PLANS, REPORTS, FINAL DOCUMENTS, OR DOCUMENTS PREPARED |
| | OR ISSUED BY A LICENSEE MAY BE TRANSMITTED |
| | ELECTRONICALLY AND MAY BE SIGNED BY THE LICENSEE, |
| | DATED, AND SEALED ELECTRONICALLY WITH SAID SEAL IN |
| | ACCORDANCE WITH SS. 668.001-668.006. |
| | COMMENT-FOR YOUR REFERENCE |
| | |
| | |
| | 1 DESIGN INFORMATION REQUIRED |
| | FBC2004 BUILDING W/ 2005 AND 6 REVISIONS |
| | FBC2004 ACCESSIBILITYCHAPTER 11 |
| | FBC2004 EXISTING BUILDING |
| | LEVEL OF ALTERATION LEVEL 1 |
| | WIND SPEED AND EXPOSURE |
| | WIND IMPORTANCE FACTOR |
| | COMMENT ?PLEASE NOTE ON COVER SHEET |
| | |
| | |
| | 1.A 303.1 SCOPE.LEVEL 1 ALTERATION |
| | LEVEL 1 ALTERATIONS INCLUDE THE REMOVAL AND REPLACEMENT |
| | OR THE COVERING OF EXISTING MATERIALS, ELEMENTS, |
| | EQUIPMENT, OR FIXTURES USING NEW MATERIALS, ELEMENTS, |
| | EQUIPMENT, OR FIXTURES THAT SERVE THE SAME PURPOSE. |
| | LEVEL 1 ALTERATIONS SHALL NOT INCLUDE ANY REMOVAL, |
| | REPLACEMENT OR COVERING OF EXISTING MATERIALS, |
| | ELEMENTS, EQUIPMENT OR FIXTURES UNDERTAKEN FOR PURPOSE |
| | OF REPAIR AS DEFINED IN CHAPTER 2 AND DESCRIBED IN |
| | SECTION 302 . |
| | COMMENT-FOR YOUR REFERENCE |
| | |
| | |
| | 1.B 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 NOTE WIND DESIGN SPEED, IMPORTANCE |
| | FACTOR, EXPOSURE |
| | |
| | |
| | 1C FBC 1604.5 TABLE FOR WIND IMPORTANCE FACTOR |
| | THE VALUE FOR WIND LOAD IMPORTANCE FACTOR SHALL BE |
| | DETERMINED IN ACCORDANCE WITH TABLE 1604.5 . |
| | COMMENT-FOR YOUR REFERENCE |
| | |
| | |
| | 2 SHEET E-1/A-1 |
| | DETAIL ASTEEL TUBE COLUMN ?NEW WORK LEGEND?STATES |
| | BASE PLATE ANCHOR IS MIN. 5/8? |
| | BASE PLATE DETAIL STATES ANCHOR IS 3/4?. |
| | COMMENT- WHICH SIZE WILL BE USED? |
| | |
| | 3 SHEET E-1/A-1 |
| | DETAIL CPROVIDE DETAILS / SECTION FOR METAL STUD |
| | FRAMING, TYPE OF FASTENER USED FOR FRAMING COMPONENTS, |
| | WOOD STRUCTURAL PANEL NOMENCLATURE,PANEL ID, FASTENER |
| | USED FOR THIS PRODUCT, |
| | COMMENT- PLEASE PROVIDE THE INFORMATION LISTED HEREIN |
| | |
| | |
| | 3.A 2303.1.4 WOOD STRUCTURAL PANELS. |
| | WOOD STRUCTURAL PANELS, WHEN USED STRUCTURALLY |
| | (INCLUDING THOSE USED FOR SIDING, ROOF AND WALL |
| | SHEATHING, SUBFLOORING, DIAPHRAGMS AND BUILT-UP |
| | MEMBERS), SHALL CONFORM TO THE REQUIREMENTS FOR THEIR |
| | TYPE IN DOC PS 1 OR PS 2. EACH PANEL OR MEMBER SHALL BE |
| | IDENTIFIED FOR GRADE AND GLUE TYPE BY THE TRADEMARKS OF |
| | AN APPROVED TESTING AND GRADING AGENCY. WOOD STRUCTURAL |
| | PANEL COMPONENTS SHALL BE DESIGNED AND FABRICATED IN |
| | ACCORDANCE WITH THE APPLICABLE STANDARDS LISTED IN |
| | SECTION 2306.1 AND IDENTIFIED BY THE TRADEMARKS OF AN |
| | APPROVED TESTING AND INSPECTION AGENCY INDICATING |
| | CONFORMANCE WITH THE APPLICABLE STANDARD. IN ADDITION, |
| | WOOD STRUCTURAL PANELS WHEN PERMANENTLY EXPOSED IN |
| | OUTDOOR APPLICATIONS SHALL BE OF EXTERIOR TYPE, EXCEPT |
| | THAT WOOD STRUCTURAL PANEL ROOF SHEATHING EXPOSED TO |
| | THE OUTDOORS ON THE UNDERSIDE IS PERMITTED TO BE |
| | INTERIOR TYPE BONDED WITH EXTERIOR GLUE, EXPOSURE 1 |
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| | |
| | 3.B 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-PANEL ID |
| | |
| | 3.C TABLE 2308.9.3(3) WOOD STRUCTURAL PANEL WALL |
| | SHEATHING |
| | (NOT EXPOSED TO THE WEATHER, STRENGTH AXIS PARALLEL OR |
| | PERPENDICULAR TO STUDS |
| | COMMENT-SEE THIS TABLE FOR PLYWOOD SHEATHING |
| | |
| | 3.D 2304.9.2 SHEATHING FASTENERS. |
| | SHEATHING NAILS OR OTHER APPROVED SHEATHING CONNECTORS |
| | SHALL BE DRIVEN SO THAT THEIR HEAD OR CROWN IS FLUSH |
| | WITH THE SURFACE OF THE SHEATHING. COMMENT-DESCRIBE |
| | TYPE OF FASTENER AND SPACING |
| | |
| | 4 FBC 1609.1.3COMPONENTS & CLADDING |
| | ANCHORAGE AGAINST OVERTURNING, UPLIFT AND SLIDING. |
| | STRUCTURAL MEMBERS AND SYSTEMS AND COMPONENTS AND |
| | CLADDING IN A BUILDING OR STRUCTURE SHALL BE ANCHORED |
| | TO RESIST WIND-INDUCED OVERTURNING, UPLIFT AND SLIDING |
| | AND TO PROVIDE CONTINUOUS LOAD PATHS FOR THESE FORCES |
| | TO THE FOUNDATION. WHERE A PORTION OF THE RESISTANCE TO |
| | THESE FORCES IS PROVIDED BY DEAD LOAD, THE DEAD LOAD, |
| | INCLUDING THE WEIGHT OF SOILS AND FOUNDATIONS, SHALL BE |
| | TAKEN AS THE MINIMUM DEAD LOAD LIKELY TO BE IN PLACE |
| | DURING A DESIGN WIND EVENT. WHERE THE ALTERNATE BASIC |
| | LOAD COMBINATIONS OF SECTION 1605.3.2 ARE USED, ONLY |
| | TWO-THIRDS OF THE MINIMUM DEAD LOAD LIKELY TO BE IN |
| | PLACE DURING A DESIGN WIND EVENT SHALL BE USED. |
| | COMMENT- FRAMING MEMBERS |
| | |
| | 5 2304.6 WALL SHEATHING. |
| | EXCEPT AS PROVIDED FOR IN SECTION 1405 FOR |
| | WEATHERBOARDING OR WHERE STUCCO CONSTRUCTION THAT |
| | COMPLIES WITH SECTION 2510 IS INSTALLED, ENCLOSED |
| | BUILDINGS SHALL BE SHEATHED WITH ONE OF THE MATERIALS |
| | OF THE NOMINAL THICKNESS SPECIFIED IN TABLE 2304.6 OR |
| | ANY OTHER APPROVED MATERIAL OF EQUIVALENT STRENGTH OR |
| | DURABILITY. |
| | COMMENT-PLEASE IDENTIFY |
| | |
| | |
| | 6 2512.1 GENERAL. |
| | PLASTERING WITH CEMENT PLASTER SHALL NOT BE LESS THAN |
| | THREE COATS WHERE APPLIED OVER METAL LATH OR WIRE |
| | FABRIC LATH AND NOT LESS THAN TWO COATS WHERE APPLIED |
| | OVER MASONRY, CONCRETE OR GYPSUM BOARD BACKING AS |
| | SPECIFIED IN SECTION 2510.5 . IF THE PLASTER SURFACE IS |
| | TO BE COMPLETELY COVERED BY VENEER OR OTHER FACING |
| | MATERIAL, OR IS COMPLETELY CONCEALED BY ANOTHER WALL, |
| | PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED |
| | THE TOTAL THICKNESS IS AS SET FORTH IN ASTM C 926. |
| | COMMENT-PLEASE STATE TYPE OF LATH, FASTENING TO BE USED |
| | IN COMPLIANCE WITH THIS SECTION. |
| | |
| | 7 FBC2507.2 STANDARDS. |
| | LATHING AND PLASTERING MATERIALS SHALL CONFORM TO THE |
| | STANDARDS LISTED IN TABLE 2507.2 AND CHAPTER 35 AND, |
| | WHERE REQUIRED FOR FIRE PROTECTION, SHALL ALSO CONFORM |
| | TO THE PROVISIONS OF CHAPTER 7 . |
| | COMMENT-FOR YOUR INFORMATION |
| | |
| | 8 DETAIL ?LOBBY PLAN VIEW? NOTE 2 |
| | THE STORE FRONT DOOR AND GLAZING SYSTEM IS NOTED ON THE |
| | PRODUCT APPROVALS AS IMPACT RESISTANT. |
| | WHY ARE THE NOTES SPECIFYING SHUTTERS? |
