Date |
Text |
2007-09-24 14:19:39 | CONSTRUCTION SERVICES DEPARTMENT |
| 200 SECOND STREET, 3RD FLOOR, WEST PALM BEACH, |
| FLORIDA33401 |
| TEL:561-805-6713FAX: |
| 561-805-6731 |
| |
| |
| JAMES JOHNSTON, PERMIT NO 07080669 BUILDING |
| PLAN EXAMINERII |
| PROJECT MEDICAL BUILDING |
| E-MAIL:JJOHNSTON @WPB.ORG ADDRESS 6215 S. DIXIE |
| HIGHWAY |
| CONTRACTOR MONARCH CONSTRUCTION OF S. F. |
| DATE SEPTEMBER 21, 2007 |
| |
| STRUCTURALPLANREVIEW |
| 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 |
| |
| RETAIN ORIGINAL PLANS |
| ONE SET OF ORIGINAL PLANS AND ONE SET OF REVISIONS WILL |
| BE RETAINED FOR THE POSSIBILITY OF FORWARDING TO THE |
| STATE BOARD OF ENGINEERS. REMOVE ALL OLD (VOID) SHEETS |
| AND RETAIN ONE SET. |
| 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 |
| |
| |
| IMPACT FEES |
| BEFORE A PERMIT TO CONSTRUCT MAY BE ISSUED, IMPACT FEES |
| MUST BE PAID TO PALM BEACH COUNTY. |
| THE PERMITTED SET OF PLANS MUST BE STAMPED BY THAT |
| OFFICE, AND A COPY OF THE PAID RECEIPT ATTACHED TO THE |
| PERMIT APPLICATION. PLEASE CALL (561)233-5025 FOR MORE |
| INFORMATION. |
| PALM BEACH COUNTY ASSESSMENT |
| PALM BEACH COUNTY IMPACT FEE ASSESSMENT HAS MOVED TO: |
| 2300 N JOG ROAD, SUITE 2 WPB 33411 |
| COMMENT-FOR YOUR INFORMATION |
| |
| 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-SUBMIT TWO COPIES OF EACH PRODUCT APPROVAL |
| MIAMI-DADE AND FLORIDA PRODUCT APPROVAL |
| |
| |
| 1. PRODUCT APPROVAL |
| LAWSON INDUSTRIES PRODUCT APPROVALNOA 06-0117.02 |
| COMMENT-EXPIRED AUGUST 22,2007 |
| |
| 2. PRODUCT APPROVALS |
| COMMENT-MIAMI DADE PRODUCT APPROVALS MISSING FLORIDA |
| PRODUCT APPROVAL SHEET |
| |
| 3. NORDIC FLAT ROOF TILE |
| COMMENT-IDENTIFY WHICH SYSTEM AND FASTENERS YOU ARE |
| USING FROM TABLES PROVIDED IN THE PRODUCT APPROVAL |
| |
| 4. POLYPROAH160 |
| COMMENT-IDENTIFY WHICH SYSTEM AND FASTENERS YOU ARE |
| USING FROM TABLES PROVIDED IN THE PRODUCT APPROVAL |
| |
| 5. PRODUCT APPROVAL |
| LAWSON INDUSTRIES LA PORTE OUT SWING FRENCH DOOR |
| COMMENT-IDENTIFY UNIT AND COMPONENTS TO BE USED |
| |
| 6. PRODUCT APPROVAL |
| LAWSON INDUSTRIES FIXED WINDOW |
| COMMENT-IDENTIFY UNIT AND COMPONENTS TO BE USED |
| |
| 7. PRODUCT APPROVAL |
| LAWSON INDUSTRIES SINGLE HUNG WINDOW |
| COMMENT-IDENTIFY UNIT AND COMPONENTS TO BE USED |
| |
| 8. SUBMIT TWO COPIES OF THE PRODUCT APPROVALS FOR THE |
| FOLLOWING |
| FIXED GLASS |
| WINDOWS |
| MULLION TUBES |
| EXTERIORHOLLOW METAL DOORS |
| EXTERIOR DOORS-OTHER |
| ROOF COVERING SYSTEMS |
| |
| 9. PLEASE PROVIDE ALL NOTES ON COVER SHEET 1 |
| FBC2004 BUILDING W/ 2005 AND 6 REVISIONS |
| FBC2004 EXISTING BUILDING |
| LEVEL OF ALTERATION |
| TYPE OF CONSTRUCTION / SPRINKLED / UN-SPRINKLED WIND |
| SPEED AND EXPOSURE |
| WIND IMPORTANCE FACTOR |
| TYPE OF OCCUPANCY |
| OCCUPANT LOAD |
| GROSS LOAD |
| NET LOAD |
| |
| 10. DOOR NO. 8 NOT NOTED ON DEMOLITION PLAN COMMENT- |
| IDENTIFY POURED CELLS FOR THIS DOOR |
| |
| 11. 704.5 FIRE-RESISTANCE RATINGS. |
| EXTERIOR WALLS SHALL BE FIRE-RESISTANCE RATED IN |
| ACCORDANCE WITH TABLES 601 AND 602 . THE |
| FIRE-RESISTANCE RATING OF EXTERIOR WALLS WITH A FIRE |
| SEPARATION DISTANCE OF GREATER THAN 5 FEET (1524 MM) |
| SHALL BE RATED FOR EXPOSURE TO FIRE FROM THE INSIDE. |
| THE FIRE-RESISTANCE RATING OF EXTERIOR WALLS WITH A |
| FIRE SEPARATION DISTANCE OF 5 FEET (1524 MM) OR LESS |
| SHALL BE RATED FOR EXPOSURE TO FIRE FROM BOTH SIDES. |
| COMMENT-ON SHEET 1 SHOW ADJACENT BUILDINGS AND PUBLIC |
| ROADS TO DETERMINE FIRE RESISTANCE RATINGS OF OPENINGS |
| IN THE EXTERIOR TWO HOUR WALL.SEE TABLE704.8TO |
| DETERMINE PROTECTION OF OPENINGS |
| |
| |
| |
| 12. PROVIDE TRUSS FRAMING PLAN WITH SHEATHING AND |
| ANCHORAGE. INFORMATION PROVIDED HEREIN |
| FBC2304.9.1 FASTENER REQUIREMENTS. |
| CONNECTIONS FOR WOOD MEMBERS SHALL BE DESIGNED IN |
| ACCORDANCE WITH THE APPROPRIATE METHODOLOGY IN SECTION |
| 2301.2 . THE NUMBER AND SIZE OF NAILS CONNECTING WOOD |
| MEMBERS SHALL NOT BE LESS THAN THAT SET FORTH IN TABLE |
| 2304.9.1 . |
| FBC2304.7 FLOOR AND ROOF SHEATHING |
| FBC2304.7.2 STRUCTURAL ROOF SHEATHING. |
| COMMENT-STRUCTURAL ROOF SHEATHING SHALL BE DESIGNED |
| IN ACCORDANCE WITH THE GENERAL PROVISIONS OF THIS CODE |
| AND THE SPECIAL PROVISIONS IN THIS SECTION. USE RATING |
| INDICATED IN TABLE.EX.5/8 PANELS EQUAL 19/32 |
| RATING SEE TABLES IN THIS SECTION. |
| |
| 13. FBC EXISTING 601.3 COMPLIANCE. |
| ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND |
| SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE |
| FLORIDA BUILDING CODE . |
| (A)13-400.0 GENERAL. |
| THE PROVISIONS OF THIS CHAPTER APPLY TO ALL NEW |
| COMMERCIAL OCCUPANCY BUILDINGS, ADDITIONS TO EXISTING |
| COMMERCIAL OCCUPANCY BUILDINGS, AND MULTIPLE-FAMILY |
| RESIDENTIAL BUILDINGS OVER THREE STORIES IN HEIGHT. |
| BUILDING TYPE CLASSIFICATIONS SHALL BE THOSE DEFINED IN |
| SUBCHAPTER 13-2 OF THIS CODE UNDER ?OCCUPANCY |
| CLASSIFICATION.? THIS SUBCHAPTER PROVIDES THREE METHODS |
| BY WHICH COMMERCIAL BUILDINGS MAY BE BROUGHT INTO |
| COMPLIANCE WITH THIS CODE. |
| COMMENT-NEW CONSTRUCTION FOR WALLS, ROOF, INTERIOR |
| MUST COMPLY WITH FBC BUILDING CHAPTER 13-400.0 |
| |
| 14. SHEET 7SECTION 2-7 |
| COMMENT-IDENTIFY NELSON STUD EMBEDMENT INTO BEAM |
| |
| 15. SHEET7SECTION 1-7 |
| COMMENT - DEFINE R VALUE FOR EXTERIOR WALL AND ATTIC |
| INSULATION |
| |
| 16. SHEET 7 CONCRETE TO BE USED FOR THIS PROJECT |
| COMMENTS - IDENTIFY STRENGTH OF CONCRETE FOR FOOTINGS, |
| BEAMS, COLUMNS, FILLED CELLS, MASONRY UNITS |
| |
| FBC11-4FLORIDA ACCESSIBILITY CODE |
| |
| 1A. FBC 11-4.8 RAMPS |
| COMMENT-RAMP DESIGN REQUIRED WITH ALL ELEMENTS PER |
| THIS CHAPTER |
| SEE FIGURE 17 EXAMPLES OF EDGE PROTECTION AND HANDRAIL |
| EXTENSIONS |
| |
| 2A. FBC 11-4.9.4STAIRS |
| COMMENT-DEFINE HANDRAIL AND LOCATION ON SHEET 6. |
| IDENTIFY 36? FROM TREAD TO RAILING FOR FIELD USE SEE |
| FIGURE 19 STAIR HANDRAILS |
| |
| 3A. FBC 11-4.13.4 DOUBLE-LEAF DOORWAYS.( DOOR NO.1 |
| &2ON PLAN ) |
| COMMENT-IF DOORWAYS HAVE TWO INDEPENDENTLY OPERATED |
| DOOR LEAVES, THEN AT LEAST ONE LEAF SHALL MEET THE |
| SPECIFICATIONS IN SECTION 11-4.13.5 AND SECTION |
| 11-4.13.6 . THAT LEAF SHALL BE AN ACTIVE LEAF. |
| |
| (1) 11-4.13.5 CLEAR WIDTH. |
| DOORWAYS SHALL HAVE A MINIMUM CLEAR OPENING OF 32 |
| INCHES (813 MM) WITH THE DOOR OPEN 90 DEGREES, MEASURED |
| BETWEEN THE FACE OF THE DOOR AND THE OPPOSITE STOP SEE |
| FIGURE 24 (A), FIGURE 24 (B), FIGURE |
| |
| 5A. TOILET ROOM NO. 1 |
| COMMENT-IDENTIFY PASS THRU WINDOW HEIGHT ABOVE |
| FINISHED FLOOR |