| Date |
Text |
| 2003-12-08 00:00:00 | BUILDING REVIEW CHECKLIST: |
| | 1-PERCENTAGE OF OPENINGS SHOWN ON THE |
| | SOUTH ELEVATION EXCEEDS THOSE ALLOWED |
| | BY TABLE 600 FBC 2001. |
| | **ALSO, SHOW ALL EXISTING OPENINGS ON |
| | NORTH ELEVATION OF EXISTING BUILDING |
| | TO CHECK TABLE 600 REQUIREMENTS. |
| | 2-EXISTING FOOTING AT CARPORT AREA SEEMS |
| | TO BE CONCRETE PAD FOR STEEL COLUMNS. |
| | HOW IS THE CONCRETE EDGE REINFORCED |
| | BETWEEN CONCRETE PADS?. NEED FOOTING |
| | TO BE 12 BELOW GRADE (SEC. 1804.1.3 |
| | FBC 2001 AND SEC. 1804.1.7 OF CITY |
| | AMENDMENTS TO FBC 2001. |
| | 3-PROVIDE SECTION/DETAIL AT CONNECTION |
| | OF NEW WOOD FRAMING TO EXISTING STEEL |
| | COLUMNS. SEC. 104.2.1.2 OF THE CITY |
| | AMENDMENTS TO FBC 2001. |
| | 4-CLARIFY INFORMATION GIVEN FOR MINIMUM |
| | DESIGN PRESSURE. SEE COMMENTS ON PLANS |
| | AND SEC. 1606.1.7 FBC 2001. EG: WHAT'S |
| | A WIND PRESSURE B?. WHAT'S FS 18PSF?. |
| | WHAT'S COMPONENT & CLADDING 36/MINUS |
| | 48PSF?. |
| | 5-WALL SECTION ON DRAWING #1: A)REVISE |
| | TYPE OF NAILS FOR SIMPSON H9. SEE |
| | SIMPSON CATALOGUE. |
| | B)SPECIFY NAIL TYPE AND SPACING FOR FLAT |
| | ROOF SHEATHING AND NEW WALL SHEATHING. |
| | SEC. 2306 CITY AMENDMENTS TO FBC 2001. |
| | C)CLARIFY WHERE ISSIMPSON PAHD42 |
| | GOING TO BE INSTALLATED? SEC. 104.2.1 |
| | CITY AMENDMENTS TO FBC 2001. |
| | D)HOW ARE 2X4'S FASTENED TO BOTTOM PLATE |
| | SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| | E)PROVIDE VENTILATION FOR FLAT ROOF AND |
| | PITCHED ROOF AS REQUIRED BY SEC. |
| | 2309.7 FBC 2001. |
| | |
| | 6-PROVIDE FLORIDA STATE PRODUCT APPROVAL |
| | OR LOCAL PRODUCT APPROVAL FOR DOORS |
| | WINDOWS, STORM SHUTTERS, FLAT ROOF, |
| | METAL ROOF (IF REPLACED), FIXED WINDOW |
| | (SEE SIZE ON PLANS), WALL SIDING |
| | AS REQUIRED AFTER OCT. 1ST 2003. |
| | PLEASE, SEE WWW.FLORIDABUILDING.ORG |
| | FOR SPECIFIC INFORMATION REQUIRED. |
| | 7-PROVIDE COMPLETE INFORMATION FOR STORM |
| | SHUTTERS: |
| | A)KEY PLAN AND INSTALLATION SCHEDULE. |
| | B)CLEARLY MARK ON STORM SHUTTERS DWGS |
| | SPECIFIC MOUNTING CONDITIONS & ANCHOR |
| | TYPE AND SPACING TO BE USED ACCORDING |
| | TO DESIGN PRESSURES, EDGE DISTANCE, |
| | CONNECTION TYPE, PANEL SPAN AND |
| | STRUCTURE TO BE ATTACHED TO. |
| | |
| | 8-PROVIDE COMPLETE ENERGY CALCULATIONS |
| | REPORT AND OWNER/AGENT TO SIGN & DATE |
| | BOTTOM OF FORM AS WELL. |
| | 9-PAY IMPACT FEES TO PALM BEACH COUNTY. |
| | BRING BACK STAMPED DRAWINGS AND PAID |
| | RECEIPT. |
| | 10-OWES $487.29 FOR LOW VALUATION AND |
| | RADON FEES. |
| | |
| | |
| | *IF YOU HAVE ANY QUESTIONS, PLEASE CALL |
| | JULIO GOMEZ @ 805-6712. |
| | |
| | *PLEASE, RETURN REVIEWED SET AFTER |
| | CORRECTIONS ARE DONE TO ORIGINAL DWGS |
| | TO EXPEDITE THE REVIEW PROCESS. |
