| Date |
Text |
| 2005-06-20 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 05051287 |
| | ADD: 1122 P. B. LAKES |
| | CONT:CSR HEAVY CONSTTRUCTION |
| | TEL: (954)650-6733 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | 1) PROVIDE NOC RECORDED WITH THE CLERK |
| | OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| | |
| | 2) FL. S. S. 481.221,/ 471.025 WHICH |
| | SHEETS TO BE SIGNED AND SEALED BY ARCH/ |
| | ENG OF RECORD. ALSO SEE 104.2.1* WHICH |
| | REQUIRES THE PRINTED NAME AND SIGNATURE |
| | OF THE PERSON RESPONSIBLE FOR PLANS & |
| | DESIGN. |
| | |
| | 3) SHEET A-1/ A-2 WRONG BASIC WIND |
| | VELOCITY:FIGURE 1606 WIND-BORNE DEBRIS |
| | REGION; INDICATES THAT W.P.B. CITY OF IS |
| | LOCATED IN THE 140 MPH ZONE. PLANS ARE |
| | TO BE DISIGNED TO THIS WIND SPEED. |
| | |
| | 4) SHEET A-1, ROOF DEAD LOAD 2 PSF, |
| | 2002.4DESIGN. STRUCTURAL MEMBERS |
| | SUPPORTING SCREEN ENCLOSURES SHALL BE |
| | DESIGNED TO SUPPORT MINIMUM WIND LOADS |
| | GIVEN IN TABLE 2002.4.WHERE ANY |
| | VALUE IS LESS THAN 10 PSF (479 PA) USE |
| | 10 PSF. |
| | |
| | 1606.1.2 MINIMUM WIND LOADS. THE WIND |
| | LOADS USED IN THE DESIGN OF THE |
| | MAIN WIND-FORCE-RESISTING SYSTEM SHALL |
| | NOT BE LESS THAN 10 POUNDS PER |
| | SQUARE FOOT (0.479 KN/M^2) MULTIPLIED |
| | BY THE AREA OF THE BUILDING OR |
| | STRUCTURE PROJECTED ON A VERTICAL |
| | PLANE NORMAL TO THE WIND DIRECTION.IN |
| | THE CALCULATION OF DESIGN WIND LOADS |
| | FOR COMPONENTS AND CLADDING FOR |
| | BUILDINGS, THE ALGEBRAIC SUM OF THE |
| | PRESSURES ACTING ON OPPOSITE FACES |
| | SHALL BE TAKEN INTO ACCOUNT.THE |
| | DESIGN PRESSURE FOR COMPONENTS AND |
| | CLADDING OF BUILDINGS SHALL NOT BE |
| | LESS THAN 10 POUNDS PER SQUARE FOOT |
| | (0.479 KN/M^2) ACTING IN EITHER |
| | DIRECTION NORMAL TO THE SURFACE.THE |
| | DESIGN FORCE FOR OPEN BUILDINGS AND |
| | OTHER STRUCTURES SHALL NOT BE LESS |
| | THAN 10 POUNDS PER SQUARE FOOT (0.479 |
| | KN/M^2) MULTIPLIED BY THE AREA |
| | A_F. |
| | |
| | 5)FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | A6-8 PROVIDE ROOF/ WALL DETAILS BUT NO |
| | INFORMATION AS TO ENGINEERED DRAWINGS |
| | FROM THE MANUFACTURER FOR SPANS OF BEAMS |
| | OR COLUMNS OR ROOF PANEL SPANS? |
| | |
| | 6) FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | |
| | 7)4 INDICATE THE USE OF ELASTOMARIC |
| | STUCCO ? IS THIS EFIS SYSTEMS? |
| | |
| | 8) A-1 INDICATES SHEAR WALL CONSTRUCTION |
| | |
| | PROVIDE INFORMATION AS TO WHICH WALLS |
| | ARE THE SHEAR WALLS. |
| | |
| | 9) A-2 VARIOUS FOUNDATION DETAILS |
| | INDICATE THE OVER-ALL HEIGHT OF THE |
| | FOUNDATION 12" TALL, SEE 1804.1.3 THE |
| | BOTTOM OF THE FOUNDATION SHALL EXTEND NO |
| | LESS THAN 12" BELOW FINISH GRADE. |
| | |
| | 10) SHEET A-5,FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | PLANS HAVE VARIOUS ABBREVIATIONS? |
| | |
| | 11) SHEET A-7 DETAIL A3 INDICATES THE |
| | USE OF A DOUBLE BEAM BUT THE PLANS |
| | INDICATE NO FASTENING BETWEEN BEAMS TO |
| | CREATE A SINGLE MEMBER? PROVIDE TABLE |
| | FOR SPANS. |
| | |
| | 12)SHEETA6INDICATES A DETAIL B7 ON SHEET |
| | A8, DETAIL IS MISSING. |
| | |
| | 13)FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | SHEET A-10 INDICATES THE USE OF 2"X2" |
| | ALUM ANGLE BRACES, WHY DO THEY STOP |
| | SHORT OF THE RIGHT END OF THE BUILDING. |
| | |
| | 14) FL BLD CODE 1606.1.5: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORTS,MISSING REPORTS ARE AS |
| | FOLLOWS: |
| | A) EXTERIOR SWING DOORS |
| | B) ROOF ASSEMBLIES |
| | PRODUCT APPROVALS SUBMITTED WITH |
| | PERMIT APPLICATION AFTER OCTOBER 1, 2003 |
| | ARE REQUIRED TO COMPLY WITH THE FLORIDA |
| | PRODUCT APPROVAL SYSTEM. FOR INFORMATION |
| | PLEASE SEE THE STATE WEBSITE AT |
| | WWW.FLORIDABUILDING.ORG. PRODUCTS WITH |
| | STATEWIDE APPROVAL ARE REQUIRED TO BE |
| | SUBMITTED WITH A COVER SHEET THAT LISTS |
| | THE PRODUCT IDENTITY NUMBER FROM THE |
| | STATE. IF THE PRODUCT DOES NOT HAVE |
| | STATEWIDE APPROVAL, SUBMIT AN APPLICA- |
| | TION FOR LOCAL PRODUCT APPROVAL OR SITE |
| | SPECIFIC FORM PER RULE 9B-72. SEE |
| | ATTACHMENT. WWW.FLORIDABUILDING.ORG |
| | |
| | 15) 1707.4.3 EACH EXTERIOR DOOR ASSEMBLY |
| | NOT COVERED BY 1707.4.2 (GLAZED DOORS) |
| | SHALL BE LISTED AND TEST- ED FOR A |
| | PERIOD EQUAL TO THE QUANITY 3600/ V |
| | WHERE THE TIME PERIOD IS IN SECTIONS AND |
| | V IS IN MILES PER HR TAKEN FROM FIGURE |
| | 1606. THE TIME PERIOD SHALL ALSO INCLUDE |
| | A 10 SECOND PERIOD AT A LOAD EQUAL TO |
| | 1.5 TIMES THE DESIGN PRESSURE. DADE |
| | COUNTY & SBCCI REPORTS ARE ACCEPTED. |
| | |
| | 16)BEFORE A PERMIT TO CONSTRUCT, MAY |
| | BE ISSUED, IMPACT FEES MUST BE PAID TO |
| | PALM BEACH COUNTY. THE ACTUAL PERMIT |
| | 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. |
| | |
| | WHEN RESUBMITTING PLANS PLEASE INDICATE |
| | THE REVISION & REMOVE & REPLACE ANY |
| | PAGES AS NECESSARY. A TRANSMITTAL LETTER |
| | LISTING THE ORIGINAL REVIEW COMMENT NUM- |
| | BER, WITH A DESCRIPTION OF THE REVISION |
| | MADE, IDENTIFYING THE SHEET OR SPECIFICA |
| | TION PAGE WHERE THE CHANGES CAN BE FOUND |
| | WILL HELP TO EXPEDITE YOUR PERMIT. THANK |
| | YOU FOR YOUR ANTICIPATED COOPERATION. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
