| Date |
Text |
| 2005-08-23 00:00:00 | BUILDING REVIEW 2ND CHECKLIST: |
| | 1- NEED RECORDED NOTICE OF COMMENCEMENT. |
| | |
| | 2- A) ROOF LOADING CHART IN PAGE A7: |
| | REVISE THE TOTAL LOAD. IT DOESN'T ADD |
| | UP. |
| | |
| | B) ROOF LOADING INFORMATION ON SHEET A7 |
| | DOESN'T MATCH INFORMATION ON SHEET A1 |
| | WIND INFORMATION. REVISE AS REQUIRED. |
| | |
| | C) WIND LOAD INFORMATION ON SHEET A1: |
| | MIN. LOAD SHALL BE 10PSF AS REQUIRED BY |
| | SEC. 1606.1.2 FBC 2001. |
| | *NOTE COORDINATE ALL 3 ITEMS ABOVE TO |
| | HAVE CONSISTENT INFORMATION. |
| | |
| | 3- ROOF SHEATHING SPECS ON SHEET A7: |
| | ZONE 3 INCLUDES ALL CORNERS NOT JUST AT |
| | GABLE ENDS. SEE FIGURE 1606.2(C)FBC |
| | 2001. REVISE SPECS AS REQUIRED. |
| | |
| | 4- REVISE NOTE ON SHEET A5 REGARDING |
| | INSPECTION HOLES. 3/4" HOLES ARE TOO |
| | SMALL. SEE ACI 530 AND SPECIFY CORRECT |
| | SIZE FOR INSPECTION & CLEANOUT OPENINGS. |
| | |
| | 5- REVISE SPECIFICATIONS FOR CEILING |
| | INSTALLATION AT ENTRY AND REAR PORCHES |
| | AND 2ND FLOOR BALCONIES. NAILS NEED TO |
| | BE LONG ENOUGH TO HAVE 1 3/4" MIN. |
| | PENETRATION TO THE HORIZONTAL MEMBERS. |
| | ALSO, REVISE NAILS SPACING. SEE ASTM |
| | C-926 AND ASTM C-1063. PROVIDE SPECIFIC |
| | SPECS FOR SIZE AND SPACING. |
| | |
| | 6- SOIL TEST REPORT RECOMMENDS 18" MIN. |
| | FOOTING WIDTH AND 16" MIN. FOOTING DEPTH |
| | BELOW GRADE TO ACHIEVE THE 2500PSF |
| | BEARING CAPACITY OF THE SOIL. REVISE |
| | EITHER THE SOIL TEST REPORT OR |
| | FOUNDATIONS TO MATCH. |
| | |
| | 7- CLARIFY WHY TIES ARE NOT REQUIRED FOR |
| | BEAM TB-5. HOW ARE THE 3 #6 REBARS TIED |
| | TOGETHER?. SEC. 104.2.1.2 CITY |
| | AMENDMENTS TO FBC 2001. |
| | |
| | 8- A) PROVIDE COMPLETE DETAILS FOR |
| | WINDOWS ATTACHMENT TO STEEL COLUMN AT |
| | MASTER BATHROOM. SEC. 104.2.1.2 CITY |
| | AMENDMENTS TO FBC 2001. |
| | B) TAPCONS ARE NOT DESIGNED FOR USE IN |
| | METAL. REVISE AS REQUIRED. |
| | |
| | 9- SPECIFY SMOKE DETECTOR ON FIRST FLOOR |
| | IN CLOSE PROXIMITY TO STAIRS. SEC. |
| | 905.2.2 FBC 2001. ELEC. PLAN SHOW |
| | DETECTOR IN THE CEILING. THIS IS A TWO |
| | STORY FOYER. THEREFORE, THE DETECTOR IS |
| | ON THE 2ND FLOOR, NOT THE 1ST. REVISE. |
| | |
| | 10- PROVIDE FLORIDA OR LOCAL PRODUCT |
| | APPROVAL (DADE COUNTY NOA ALONE IS NOT |
| | AUTOMATICALLY AN STATE WIDE PRODUCT |
| | APPROVAL) FOR: |
| | A) ENTRY DOORS. |
| | B) FRENCH DOORS WITH AND WITHOUT |
| | SIDELITES AS SHOWN ON PLANS. |
| | C) GARAGE SIDE DOOR. |
| | D) SINGLE HUNG WINDOWS. |
| | E) WINDOW MULLIONS. |
| | F) ROOF TILE. |
| | G) TRUSS CONNECTORS SPECIFIED ON PLANS. |
| | |
| | 11- STORM SHUTTERS: NEED TO PROVIDE AN |
| | EMERGENCY EGRESS. NOT ALL OPENINGS CAN |
| | BE CLOSED WITH SHUTTERS. SEE SEC. |
| | 1005.4.5 FBC 2001. |
| | |
| | 12- SHEET A1: UPDATE GENERAL NOTE |
| | REGARDING ACI 318. SEE CHAPTER 35 FBC |
| | 2001 FOR PROPER EDITION. |
| | |
| | 13- SPECIFY FIREBLOCKING MATERIAL IN |
| | STAIR SECTION. SEC. 2305.1.4 FBC 2001. |
| | |
| | 14- REVISE WINDOW BUCK DETAIL. SEE SEC. |
| | 1707.4.4.2 FBC 2001. NEED FULL SUPPORT |
| | FOR WINDOW. ALSO, THERE ARE 2 GARAGE |
| | DOOR BUCK DETAILS ON SAME PAGE. |
| | |
| | 15- CLARIFY WHY FLOOR TRUSSES ARE NOT |
| | FASTENED. ARE THEY PART OF THE FLOOR |
| | DIAPHRAGM OR NOT?. HOW ARE THEY ATTACHED |
| | TO THE WOOD BEARING WALLS?. HOW ARE THEY |
| | SUPPORTED TO RESIST LATERAL LOADS? SEC. |
| | 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| | |
| | 16- OPENING DESIGN PRESSURES WERE |
| | CHANGED FROM PREVIOUS SUBMITTAL: |
| | A) PROVIDE ENGINEERED CALCS TO SHOW WHY |
| | THE DESIGN PRESSURES ARE THE SAME FOR |
| | LARGE AND SMALL OPENINGS. SEC. 104.2.1.2 |
| | CITY AMENDMENTS TO FBC 2001. |
| | B) RIGHT ELEVATION: CLARIFY WHY DESIGN |
| | PRESSURES ARE HIGHER FOR 2ND FLOOR |
| | INTERIOR WINDOW THAN END WINDOW AT |
| | MASTER BATHROOM. |
| | |
| | 17- ENERGY CALCULATIONS: A) OWNER/AGENT |
| | TO SIGN AND DATE BOTTOM OF FORM. |
| | B) COMPLETE TOP OF FORM: ADDRESS, OWNER |
| | |
| | 18- SHEET A4: AREA CALCULATIONS WERE |
| | REVISED. NOW, 1ST AND 2ND FLOOR AREA |
| | DON'T ADD UP. REVISE AS REQUIRED. |
| | |
| | 19- SHEET A5: WHERE IS DETAIL 3/A5 KEYED |
| | ON FOUNDATION PLAN. |
| | |
| | 20- SHEET A6: 12"X8" DETAIL COLUMN CALLS |
| | FOR 3 #5 REINFORCEMENT, WHILE PICTURE |
| | SHOWS 2. REVISE AS REQUIRED. |
| | |
| | IF YOU HAVE ANY QUESTIONS, PLEASE CALL |
| | JULIO GOMEZ AT (561)805-6712. |
