| Date |
Text |
| 2005-05-10 00:00:00 | ****CORRECTIONS**** |
| | |
| | SAMANTHA HILL, BUILDING PLANS EXAMINER |
| | 561-805-6724 [email protected] |
| | |
| | FBC FLORIDA BUILDING CODE 2001 |
| | FBC* CITY OF WEST PALM BEACH AMENDMENTS |
| | TO THE FBC2001 |
| | |
| | 1.) SEE THE PREVIOUS LIST IN REGARDS TO |
| | ITEMS 2, 3 AND 5.THE CONTRACTOR?S |
| | STATEMENT IS ACKNOWLEDGED THAT THESE |
| | ITEMS WILL BE ADDRESSED PRIOR TO |
| | ISSUANCE. |
| | |
| | 2.)THE ADDRESS FOR THIS PARCEL WILL BE |
| | 5163 TYLERLAKES BLVD AS THE MAIN |
| | ENTRANCE IS ON TYLERLAKES.IF MY |
| | UNDERSTANDING IS NOT CORRECT PLEASE |
| | CONTACT JOHN HIGGINS TO HAVE THE ADDRESS |
| | REVISED, 561-822-1239. PLEASE REVISE THE |
| | APPLICATION TO REFLECT THE CORRECT |
| | ADDRESS. |
| | |
| | 2.)PLEASE BE ADVISED THAT THREE COPIES |
| | OF ALL PLAN DOCUMENTS ARE REQUIRED.THE |
| | ADDITIONAL COPY IS FOR THE RESIDENT |
| | INSPECTOR. |
| | |
| | 3.)SIGN THE OWNER/AGENT LINE OF THE |
| | ENERGY CALC. |
| | |
| | 4.)PLEASE HAVE THE ENGINEER |
| | RESPONSIBLE FOR THE STRUCTURAL CALCS |
| | READ FAC61G15.23.002.THE TITLE BLOCK |
| | IS NOT COMPLIANT.THERE IS ANOTHER |
| | ENGINEER?S NAME (WILLIAM H. SCHMIDT, |
| | STRUCTURAL ENGINEER) ON SOME OF THE |
| | CALCS CONTAINED IN THE BOOK TITLED |
| | ?STRUCTURAL CALCULATIONS FOR FRITO-LAY |
| | WEST PALM BEACH, FL?.IF SEALING AN |
| | INDEX OR COVER SHEET IN LIEU OF SEALING |
| | EACH SHEET, THE COVER SHEET SHOULD |
| | CONTAIN MORE INFORMATION THAN JUST THE |
| | JOB NAME.THE PRINTED NAME AND LICENSE |
| | NUMBER OF THE PERSON SEALING THE |
| | DOCUMENT SHOULD INCORPORATED INTO EACH |
| | SHEET.A TITLE BLOCK IS STILL REQUIRED |
| | ON EACH SHEET EVEN IF ONLY THE COVER |
| | SHEET IS SEALED.PLEASE READ THE |
| | SECTION AND SUBMIT CALCS WHICH ARE |
| | COMPLIANT WITH THE BOARD RULES.THERE |
| | MAY BE OTHER REQUIREMENTS WHICH I HAVE |
| | NOT SPECIFICALLY REFERRED TO. |
| | |
| | 5.)THE STRUCTURAL CALCS ?SQUARE |
| | FOOTING DESIGN? HAS A 1.33 DURATION |
| | FACTOR.THE ?GENERAL FOOTING? HAS A |
| | 1.33 SHORT TERM INCREASE.PAGE CP5 ACI |
| | FACTORS REFERS TO THE 1.3 SHORT TERM |
| | INCREASE.SHEET G1 WIND SPEED CALC ALSO |
| | USES 1.3 AS A MULTIPLIER; UNCLEAR TO ME |
| | WHAT THIS NUMBER IS.I WAS UNABLE TO |
| | FIND EITHER THE SHORT TERM OR THE |
| | DURATION FACTOR LOAD INCREASES IN |
| | ACI318-02.PLEASE CLARIFY. |
| | |
| | 6.)THE CALCS FOR THE STEEL BUILDING |
| | ALSO REQUIRES A TITLE BLOCK. |
| | |
| | 7.)PLEASE HAVE MR. MARK VANNICE, PE |
| | READ FAC61G15-23.002.THE ROOF DECK |
| | CALCS ARE INCLUDED ON THE COVER SHEET |
| | SEALED BY MR. GURLEY, BUT HAS AN INK |
| | SEAL (AS WELL AS BEING SIGNED AND DATED) |
| | BY MR. VANNICE.IT IS NOT CLEAR WHO IS |
| | RESPONSIBLE FOR THESE CALCS.THE SEAL |
| | IS TO BE A RAISED SEAL AND A TITLE BLOCK |
| | IS REQUIRED IF MR. VANNICE IS |
| | RESPONSIBLE. |
| | |
| | 8.)STRUCTURAL DRAWINGS FOR THE STEEL |
| | BUILDING INDICATE WIND DESIGN PRESSURE |
| | OF COMPONENTS AND CLADDING AS 49PSF |
| | INTERIOR, 40PSF EDGE.SAME NUMBER FOR |
| | POSITIVE AND NEGATIVE?SEE ASCE7-98, |
| | FBC CHAPTER 16; USUALLY THE EDGES ARE |
| | SUBJECT TO GREATER PRESSURE THAN THE |
| | INTERIOR.PLEASE CLARIFY. |
| | |
| | 9.)FOR THE MODIFIED ROOF PRODUCT |
| | APPROVAL, PLEASE REMOVE SHEETS WHICH DO |
| | NOT APPLY TO THIS JOB SO THAT CODE |
| | COMPLIANCE CAN BE DETERMINED.PLEASE |
| | KEEP SHEETS 1-6, 35-36.ALSO INCLUDE |
| | THE ONE TWO SHEETS OF WHICHEVER APPROVED |
| | ASSEMBLY (FROM SHEETS 7 THROUGH 34) THAT |
| | YOU ARE USING.PLEASE NOTE THAT IF THE |
| | ASSEMBLY REFERS TO PRODUCT LIMITATION |
| | #9, ENHANCED FASTENING FOR CORNER ZONES |
| | CANNOT BE USED. |
| | |
| | 10.) IT IS NOT CLEAR IF THE ACCESSIBLE |
| | ROUTE IS COMPLIANT.AT THE ACCESSIBLE |
| | ENTRANCE FOR THE OFFICE, GRADING & |
| | DRAINAGE PLAN, ELEVATIONS FOR THE |
| | SIDEWALK ARE GIVEN, 22.25 AND 21.75. |
| | THEY APPEAR TO BE APPROXIMATELY 8? APART |
| | (IS THE DISTANCE GREATER?), GIVING A |
| | SLOPE OF 1:16 (5.2%).THEREFORE WOULD |
| | NEED TO SHOW COMPLIANCE AS A RAMP |
| | (GREATER THAN 1:20, 5%).PLEASE |
| | CLARIFY ACTUAL SLOPE. NOTE - CLARIFIED |
| | WITH ENGINEER, RAMP INDICATED ON PLAN - |
| | OKAY SMH |
| | |
| | 11.) THE SEAL REQUIRES A DATE, |
| | FAC61G1-15 (ARCHITECTURAL SHEETS). |
| | |
| | 12.)MONUMENT SIGN, A201 HAS INCORRECT |
| | ADDRESS.ALSO, THE SIGN REQUIRES A |
| | SEPARATE PERMIT.IT IS NOT NECESSARY TO |
| | REMOVE THE DETAIL FROM THE PLAN. |
| | |
| | 13.)THE ROOF DESIGN PRESSURE IS 61, |
| | SKYLIGHT PRODUCT APPROVAL HAS A |
| | LIMITATION OF +52.5/-56.1. |
| | |
| | 14.) THE SCALE ON A700 FOR THE SERVICE |
| | GARAGE SHOWS THE GARAGE AS APPROXIMATELY |
| | 90? DEEP, REQUIRING TWO MEANS OF EGRESS. |
| | THIS DIMENSION IS NOT CONSISTENT WITH |
| | THE STRUCTURALS.PLEASE ADDRESS. |
| | |
| | 15.) SUBMIT A PERMIT APPLICATION FOR THE |
| | GARAGE.THE PACKAGE CAN REMAIN ONE |
| | PACKAGE BUT TWO PERMIT NUMBERS MUST BE |
| | ASSIGNED. |
