Date |
Text |
2005-05-04 00:00:00 | BUILDING REVIEW CHECKLIST: |
| 1- SECOND FLOOR EGRESS WINDOWS DON'T |
| COMPLY WITH SEC. 1005.4.4 FBC 2001. NEED |
| TO COMPLY WITH MIN. CLEAR HEIGHT AND |
| TOTAL MIN. CLEAR OPENING. |
| 24SH WINDOWS ARE TYPICALLY 48" HIGH |
| WINDOWS. BESIDES, WINDOW PRODUCT |
| APPROVAL SUBMITTED DOESN'T SHOW A WINDOW |
| THAT WILL PROVIDE THE MIN. CLEAR HEIGHT. |
| REVISE WINDOW SCHEDULE AS REQUIRED AND |
| SPECIFIED REQUIRED MASONRY OPENING. |
| |
| 2- NEED RECORDED NOTICE OF COMMENCEMENT. |
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| 3- PROVIDE SOIL TEST REPORT. |
| |
| 4- SPECIFY 30PSF LIVE LOAD AT ATTIC AREA |
| WITH STORAGE AND 10PSF LIVE LOAD AT |
| ATTIC AREAS WITHOUT STORAGE. SEE TABLE |
| 1604.1 FBC 2001. |
| |
| 5- PROVIDE CALCULATIONS SHOWING HOW A |
| TWO STORY CONCRETE BLOCK BUILDING ONLY |
| REQUIRES SOIL BEARING CAPACITY OF |
| 2000PSF? SECTION104.2.1.2 OF CITY |
| AMENDMENTS TO FBC 2001. SEE FOUNDATION |
| NOTES AND GENERAL NOTES WHERE 2000PSF |
| SOIL BEARING CAPACITY WAS SPECIFIED. |
| |
| 6- FOUNDATION AND 1ST AND 2ND FLOOR |
| PLANS SHOW INCORRECT SCALE. THE SCALE IS |
| 1/4" NOT 1/8". REVISE AS REQUIRED. |
| |
| 7- SPECIFY DIMENSIONS ON STEPS AT GARAGE |
| AREA AND ENTRY PORCH TO VERIFY FOR |
| COMPLIANCE WITH SEC. 1007.3.1(1) FBC. |
| |
| 8- STAIR SECTION E/2 DOESN'T MATCH |
| STAIRS SHOWN ON PLANS. REVISE AS |
| REQUIRED. |
| |
| 9- SPECIFY SAFETY GLASS AT MASTER BATH |
| SHOWER WINDOW. SEC. 2405.2.1 FBC 2001. |
| |
| 10- GABLE END WALL DETAIL CALLS FOR |
| 8"X12" CONCRETE TIE BEAM, WHILETWO |
| STORY WALL SECTION CALLS FOR8"X8" BOND |
| BEAM. CLARIFY IF USING BOND BEAM |
| CONSTRUCTION OR CONCRETE TIE BEAM AND |
| REVISE AS REQUIRED. |
| |
| 11- CLARIFY/REVISE COLUMN DETAIL A/1. |
| FLOOR FRAMING PLAN SHOWS COLUMN |
| RECEIVING 2 GIRDER TRUSSES. DETAIL SHOWS |
| COLUMN CAP TO RECEIVE ONE GIRDER TRUSS |
| ONLY. REVISE DETAIL AS REQUIRED. |
| |
| 12- PROVIDE ENTRY PORCH GUARDRAIL |
| DETAILS AND SPECS TO VERIFY COMPLIANCE |
| WITH SEC. 1015.3 AND 1015.4 FBC 2001. |
| |
| 13- BRING PLANS BACK FOR HISTORIC |
| RE-STAMPING AFTER CHANGES ARE DONE TO |
| ORIGINAL DRAWINGS. |
| |
| 14- PROVIDE COMPLETE INFORMATION FOR |
| STORM SHUTTERS INCLUDING KEY PLAN AND |
| COMPLETE INSTALLATION SCHEDULE. SEE |
| ATTACHED SAMPLE. |
| |
| 15- OWES $220.41 FOR UPDATED VALUATION |
| AND RADON FEES. |
| |
| 16- REVISE ENERGY CALCULATIONS: |
| A) ARCHITECT NEEDS TO SIGN AND SEAL |
| DOCUMENT AS REQ'D BY CHAPTER 481 FL. ST. |
| |
| B) THIS IS NOT MULTI-FAMILY BLDG. |
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| C) THERE ARE NOT 4 UNITS. |
| |
| D) IF THIS IS NOT WORST CASE SCENARIO, |
| THEN, BUILDING ORIENTION SHOWN ON PAGE 2 |
| MUST MATCH ACTUAL ORIENTATION OF BLDG. |
| |
| E) OVERHANG LENGTH AND OVERHANG HEIGHT |
| ARE INCORRECT. SEE APPENDIX D ON CHAPTER |
| 13 FBC 2001 FOR CORRECT WAY OF |
| CALCULATING THESE DIMENSIONS. |
| |
| F) A/C AREA DOESN'T MATCH PLANS. |
| |
| G) SLAB ON GRADE PERIMETER LINEAR FT |
| DON'T MATCH PLANS. |
| |
| H) NEED ADJACENT WALL AREA. |
| |
| I) NEED ADJACENT CEILING AREA. |
| |
| J) UNDER ATTIC AREA IS INCORRECT. |
| |
| 17- PROVIDE FLORIDA OR LOCAL PRODUCT |
| APPROVAL FOR: |
| A) GARAGE DOOR. NEED LEGIBLE DRAWINGS. |
| |
| B) SINGLE HUNG WINDOWS AND CLEARLY MARK |
| WINDOWS WITH GLASS TYPE USED TO VERIFY |
| COMPLIANCE WITH DESIGN PRESSURES |
| CALCULATED ON PLANS. |
| **NOTE:MAKE SURE THEY SHOW SIZE OF |
| WINDOW SPECIFIED ON PLANS FOR EGRESS. |
| |
| C) TRUSS CONNECTORS SPECIFIED ON PLANS. |
| |
| NOTE: DON'T SUBMIT PRODUCT APPROVALS FOR |
| TYPE OF DOORS/WINDOWS NOT USED. |
| |
| 18- SEPARATE WALL OPENINGS SCHEDULE |
| SHEET PREPARED BY THE ARCHITECT DOESN'T |
| MATCH OPENINGS SHOWN ON PLANS. REVISE AS |
| REQUIRED. |
| |
| 19- PROVIDE DETAIL/SPECS FOR CEILING |
| INSTALLATION AT ENTRY PORCH. SEE ASTM |
| C-926 AND ASTM C-1063. SPECIFY FASTENER |
| SIZE AND SPACING. |
| |
| 20- SHEET A1: A) DETAIL B/1 FOR STEEL |
| COLUMN IS KEYED WRONG. REVISE AS REQ'D. |
| |
| B) FASTENER SCHEDULE: * USING SHINGLES |
| NOT ROOF TILE. REVISE AS REQUIRED. |
| **REVISE WIRE LATH FASTENER AND SPACING |
| IF IT'S FOR CEILING APPLICATION. |
| |
| 21- SHEET A2: A) BEAM HANGER DETAIL J/2: |
| SPECIFY HOW MUCH EMBEDMENT IS REQUIRED |
| FOR ANCHOR BOLT INTO BOND BEAM. SECTION |
| 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| |
| B) SPECIFY HOW MUCH EMBEDMENT IS REQ'D |
| FOR 5/8" ANCHOR BOLT INTO BOND BEAM AT |
| 4"X6" PT WOOD LEDGER. SEC. 104.2.1.2 |
| CITY AMENDMENTS TO FBC 2001. |
| |
| C) SPECIFY ANCHOR STRAPS AT FLOOR |
| TRUSSES. APPROVED STRAPS ARE NOT |
| COMPLETE SPECS. SEC. 104.2.1.2 CITY |
| AMENDMENTS TO FBC 2001. |
| |
| D) CLARIFY WHY SPECIFYING A 1 1/2" WATER |
| STOP RECESS ON A STEM WALL TYPE |
| FOUNDATION. SEC. 104.2.1.2 CITY |
| AMENDMENTS TO FBC 2001. |
| |
| E) FOOTING AT PORCH SECTION DOESN'T |
| MATCH FOUNDATION PLAN. REVISE AS REQ'D. |
| |
| F) UPDATE TRUSS ANCHOR SCHEDULE. SEE |
| MANUFACTURER LATEST CATALOGUE. PROVIDE |
| COMPLETE ENGINEERING CALCS FOR NUMBER |
| AND TYPE OF FASTENERS THAT DIFFER FROM |
| THOSE TESTED AND PUBLISHED BY |
| MANUFACTURER. SEC. 104.2.1.2 CITY |
| AMENDMENTS TO FBC 2001. |
| |
| G) REVISE ROOF SHEATHING NOTES. YES |
| THERE ARE GABLE ENDS AND ZONE 3 AREAS. |
| SEE PLANS AND TABLE 2306.1 CITY |
| AMENDMENTS. |
| |
| H) WIND DESIGN INFORMATION: THIS IS TYPE |
| V BUILDING, NOT VI. SEE CHAPTER 6 FBC |
| 2001. |
| |
| I) STAIR SECTION. CLEARLY INDICATE |
| FIREBLOCKING AT TOP OF STAIRS. SEE SEC. |
| 2305.1.4 FBC 2001. |
| **ALSO: REVISE PIKET SPACING. SEE SEC. |
| 1015.3 FBC 2001. |
| |
| IF YOU HAVE ANY QUESTIONS, PLEASE CALL |
| JULIO GOMEZ AT (561)805-6712. |