| 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. |
| | |
| | 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. |
| | |
| | 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. |
