| Date |
Text |
| 2002-10-15 00:00:00 | CHECKLIST: |
| | 1-NEED RECORDED NOTICE OF COMMENCEMENT. |
| | 2-PAID IMPACT FEES. BRING STAMPED DWGS |
| | AND PAID RECEIPT. |
| | 3-PROVIDE COMPLETE SOIL TEST REPORT WITH |
| | ORIGINAL SIGNATURE AND ENGINEER'S SEAL |
| | AS REQUIRED BY CHAPTER 471 FL STATUTE. |
| | **NOTE: PRELIMINARY BORING SHOW ORGANIC |
| | SOIL. REMOVE AS REQ'D BY SEC. 1804.1.8 |
| | FBC 2001. |
| | **SOIL TEST REPORT TO SPECIFY SOIL PREP. |
| | AND SOIL BEARING CAPACITY. |
| | 4-DRAWINGS TO INCLUDE ALL INFORMATION |
| | REQUIRED BY SEC. 1606.1.7 FBC 2001. |
| | 5-SHEET A-3: A)CLARIFY COLS. SPECIFIED |
| | FOR GARAGE DOOR. DRAWING SHOWS FILLED |
| | CELLS BUT NOTE CALLS FOR POURED CONC. |
| | SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| | B)SPECIFY SUPPORTS AND SPACING FOR WWM |
| | ON CONCRETE SLAB. SEC. 1909.3 FBC 2001 |
| | 6-SHEET A-5: A)SPECIFY ONE HOUR FIRE |
| | RATED GLASS BLOCK ASSEMBLY AT ZERO LOT |
| | LINE. TABLE 600 FBC 2001. |
| | B)PROVIDE STRUCTURAL DETAIL FOR BOLLARD |
| | OR 3" STEEL POST AT GARAGE. SEC . |
| | 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| | C)PROVIDE COMPLETE STRUCTURAL DETAILS |
| | AND SPECS FOR 4X8 SOLID LINTEL FOR |
| | DOORS AND WINDOWS ASEMBLIES W/ TRANSOM |
| | ABOVE. SEC. 104.2.1.2 CITY AMENDMENTS. |
| | D)GARAGE VENTILATION IS NOT ALLOWED AT |
| | ZERO LOT LINE WALL. TABLE 600 FBC 2001 |
| | NOT OPENINGS ALLOWED. |
| | E)PROVIDE ATTIC ACCESS ABOVE GARAGE. |
| | SEC. 2309.6 FBC 2001. |
| | F)CONSTRUCTION TYPE SPECIFIED IS WRONG. |
| | REVISE AS REQUIRED. SEE CHAPTER 6 FBC. |
| | 7-SHEET A-6: A)PROVIDE ATTIC ACCESS. |
| | SEC. 2309.6 FBC 2001. |
| | B)SPECIFY SAFETY GLASS FOR WINDOWS AT |
| | MASTER BATH & BATH 2. SEC. 2405.2 FBC |
| | **NOTE: GLASS BLOCK IN MASTER BATH TO BE |
| | SAFETY GLASS IF UNIFORM FACE THICKNESS |
| | IS LESS THAN 0.25". SEC. 2405.2.2 FBC. |
| | C)SPECIFY ONE HR FIRE RATED GLASS BLOCK |
| | AT ZERO LOT LINE WALL. TABLE 600 FBC. |
| | D)WRITE ON PLAN THAT LOFT AREA IS NOT TO |
| | BE USED FOR SLEEPING PURPOSES OR PROVI |
| | DE WINDOW THAT COMPLIES WITH EGRESS |
| | REQUIREMENTS. SEC. 1005.4.4 FBC 2001. |
| | 8-SHEET A-7: A)PROVIDE COMPLETE SECTION |
| | DETAIL AT REAR PORCH SHOWING RAILING |
| | INSTALLATION TO COMPLY WITH SECTION |
| | 1608.2 FBC 2001. |
| | B)SPECIFY DRAFSTOPPING MATERIAL AND |
| | LOCATION ON 2ND FLOOR FRAMING PLAN. |
| | SEC. 2305.2.2 FBC 2001. DO NOT CITE |
| | AS PER CODE. BE SPECIFIC. |
| | C)SPECIFY FIREBLOCKING MATERIAL & LOCA- |
| | TION AT STAIR SECTION. SEE SECTION |
| | 2305.1.4 FBC FOR REQUIRED LOCATION. |
| | **NOTE: PROVIDE GENERAL SPECIFICATIONS |
| | FOR FIREBLOCKING REQUIRED AT ALL |
| | CONCEALED SPACES. SEE SEC. 2305.1.4 |
| | D)REVISE TITLE OF DRAWING. THIS IS THE |
| | 2ND FLOOR FRAMING PLAN NOT 1ST FLOOR. |
| | 9-SHEET A-8: A)SPECIFY CONNECTORS FOR |
| | ALL BEAMS @ FRONT PORCH. SEC 104.2.1.2 |
| | CITY AMENDMENTS TO FBC 2001. |
| | B)REVISE UPLIFT VALUE FOR DOUBLE TA13 |
| | CONNECTOR. SEE LATEST USP CATALOGUE |
| | FOR ENGINEERED VALUE. SEC. 104.2.1.2 |
| | CITY AMENDMENTS TO FBC 2001. |
| | 10-SHEET A-12: A)REVISE NAILING SCHEDULE |
| | FOR ROOF SHEATHING. NEED 8D RING SHANK |
| | FOR ROOF ABOVE 25" MEAN ROOF HEIGHT. |
| | SEE TABLE 2306.1 CITY AMENDMENTS FBC. |
| | 11-SHEET A-13: A)REVISE GENERAL NOTES. |
| | HUGHES AND SEMCO CONNECTORS ARE OUT |
| | OF BUSINESS. |
| | B)REVISE GLASS BLOCK DETAIL. SEE UL |
| | SPECS FOR ONE HR FIRE RATED ASSEMBLY. |
| | REQUIRED BY TABLE 600 FBC 2001. |
| | C)PROVIDE COMPLETE INFORMATION FOR 2" |
| | STEEL HEADER DETAIL. NEED TO SPECIFY |
| | WELDING FOR PLATE & COMPLETE SPECS FOR |
| | STEEL TUBE TO BE USED. SEC. 104.2.1.2 |
| | CITY AMENDMENTS TO FBC 2001. |
| | D)SPECIFY SIZE OF WASHER GARAGE DOOR |
| | BUCK DETAIL. SEC. 104.2.1.2 CITY AMEND |
| | E)SCREEN ENCLOSURE UNDER SEPARATE PERMIT |
| | F)REVISE DETAIL FOR SWING DOOR JAMB. SEE |
| | SEC. 1707.4.4.2 FBC 2001. |
| | 12-STORM SHUTTERS:A)PROVIDE COMPLETE KEY |
| | PLAN AND INSTALLATION SCHEDULE (SEE |
| | CITY SAMPLE). |
| | B)PROVIDE DADE COUNTY OR SBCCI PRODUCT |
| | APPROVAL OR SEE ITEMS 15, 16 AND 17 OF |
| | CITY IMPLEMENTATION STANDARD FOR HU- |
| | RRICANE MISSILE IMPACT PROTECTION FOR |
| | SITE SPECIFIC PRODUCT APPROVALS. |
| | 13-PROVIDE PRODUCT APPROVAL FOR: |
| | A)EXTERIOR SWING DOORS @ ENTRY & 2ND FL. |
| | BROWARD COUNTY PRODUCT APPROVAL IS NOT |
| | ACCEPTED. OTHERWISE, PROVIDE COMPLETE |
| | ENGINEERING ANALYSIS FOR SITE SPECIFIC |
| | INSTALLATIONS. ***NOTE: SEE DESIGN |
| | PRESSURES CALCULATED BY THE ARCHITECT. |
| | B)CLARIFY WHICH GLASS BLOCK MANUFACTURER |
| | IS GOING TO BE USED. PROVIDE COMPLETE |
| | UL SPECS FOR 1HR FIRE RATED ASSEMBLY. |
| | **NOTE: SAFETY GLASS REQUIRED IF FACE |
| | THICKNESS IS LESS THAN 0.25". |
| | C)FIXED WINDS PRODUCT APPROVAL: CLEARLY |
| | INDICATE WHICH TYPE OF WINDOWS TO BE |
| | USED (IMPACT, NON IMPACT). |
| | **SOME WINDOWS DON'T MEET THE DESIGN PRE |
| | SSURES CALCULATED BY THE ARCHITECT. |
| | **PRODUCT APPROVAL TO SPECIFY ANCHORING |
| | TO THE STEEL TRANSOM AS SHOWN ON PLANS |
| | D)SLIDING GLASS DOORS DRAWINGS DON'T |
| | MATCH PRODUCT APPROVAL. SEE ACCEPTANCE |
| | NUMBER BY DADE COUNTY. |
| | **MISSING PAGE TWO OF PRODUCT APPROVAL. |
| | **SEE DESIGN PRESSURES CALCULATED BY |
| | ARCHITECT. |
| | E)PROVIDE PRODUCT APPROVAL FOR SINGLE |
| | HUNG WINDOWS THAT MEET THE DESIGN PRE- |
| | SSURES CALCULATED BY ARCHITECT. EG: |
| | SEE WINDOWS J, O, LL AND MM. |
| | F)PROVIDE PRODUCT APPROVAL FOR WINDOW |
| | MULLIONS. |
| | 14-OWES $152.92 FOR UPDTED VALUATION AND |
| | RADON FEES. |
| | |
| | NOTE: PLEASE RETURN REVIEWED SET AFTER |
| | CORRECTIONS AE DONE TO ORIGINAL DWGS TO |
| | EXPEDITE REVIEW PROCESS. |
