| Date |
Text |
| 2001-10-23 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT# 01091267 |
| | 1414 8TH ST |
| | O/B BRENDA WINN |
| | TEL: 655-2672 |
| | |
| | SBC= 1997 STANDARD BUILDING CODE |
| | SBC*= AMENDMENTS /STANDARD BUILDING CODE |
| | |
| | 1)- SBC 104.2.2* ADDITIONAL INFORMATION: |
| | THE DESIGNER'S NAME, SIGNATURE, TELE- |
| | PHONE NUMBER & ADDRESS ON PLAANS |
| | |
| | 2)- THE PLANS ARE NOT DESIGNED BY AN |
| | ARCHITECT OR ENGINEER, THEREFORE THE |
| | PLAN REVIEW HAS TO BE COMPLETED UNDER |
| | THE SBCCI PRESCRIPTIVE CODE, STANDARD |
| | FOR HURRICANE RESISTANT RESIDENTIAL |
| | CONSTRUCTION SSTD 10-97. |
| | |
| | 3)- SHEET A-3 WIND ENGINEERING IS CALCU- |
| | LATED USING THE ASCE 7-98 WHICH WILL NOT |
| | TAKE AFFECT UNTIL THE 2001 FLORIDA CODE |
| | IS ADOPTED, JAN.1,2002. WE ARE UNDER THE |
| | 110HPH WIND ZONE. THIS BUILDING IA ALSO |
| | UNDER 60' TALL AND WOULD BE REVIEWED |
| | USING CHAPTER 16 OF SBCCI NOT ASCE 7-95. |
| | |
| | 4)- SBC 1606.2.6.2 COMPONENTS & CLADDING |
| | THE CITY REQUIRES (2 COPIES) OF PRODUCT |
| | TESTING REPORTSFOR THE FOLLOWING ITEMS: |
| | WINDOWS |
| | WINDOW MULLIONS (TO AJOIN 2 WINDOWS) |
| | DOORS EXTERIOR SWING |
| | DOORS SLIDERS |
| | DOORS OVERHEAD GARAGE |
| | ROOFING SHINGLES |
| | STORM SHUTTERS |
| | EITHER SBCCI REPORTS OR DADE COUNTY |
| | PRODUCT APPROVAL REPORTS ARE ACCEPTED. |
| | |
| | 5)- SHEET 1 DETAIL "B" DEPICTS 2 TYPES |
| | OF CONSTRUCTIONA BEAM WHERE 4 BAR HOOPED |
| | COLUMNS ARE USED, 2ND WHERE THE VERTICAL |
| | STEEL IS PLACED AT 4'-0" O/C AND BEAM |
| | BLOCK ARE USED, FOR 2 STORY CONSTRUCTION |
| | A DOUBLE BEAM BLOCK IS USED WITH THE |
| | APPROPRIATE STEEL AND GROUT IS USED TO |
| | FILL THE BOND BEAM & FILLED CELLS. |
| | |
| | 6)- ALSO MISSING IS THE CONTINUOUS |
| | ANCHORING FROM THE BOND BEAM, RIM JOIST, |
| | OR END TRUSS THAT THE FLOOR SYSTEM TIES |
| | INTO,THE CONTINUOUS STRAPPING THROUGH |
| | INTO THE TTRUSSES. |
| | |
| | 7)- SBC 1606.1 DESIGN INFORMATION FOR |
| | THE TRUSSESIS IN COMPLETE, MISSING INFO: |
| | MEAN ROOF HEIGTH, TRUSS PLAN LAYOUT WITH |
| | THE WIND LOAD ASSUMPTION OF THE |
| | DESIGNER OF RECORD. THE HURRICANE ANCHOR |
| | SCHEDULE, GIVING THE LOADS, DIRECTION, |
| | MAGNITUDE OF LOADSTO BE RESISTED. MANU- |
| | FACTURE OF THE HURRICANE ANCHOR,MODEL NO |
| | THE GAUGE, AVERAGE UPLIFT ETC |
| | |
| | 8)- PROVIDED IS A COPY OF THE SBCCI |
| | SSTD10-93/ 97 FORM USED TO DO A COMPLETE |
| | REVIEW.YOUR PLANS ARE NOT COMPLETE |
| | ENOUGH TO DO A REVIEW. |
| | A COPY OF THE CITIES INTERPRETATION |
| | FOR THE IMPLEMENTATION OF HURRICANE MISS |
| | LE IMPACT PROTECTION STANDARDS. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | (561) 659-8096 X8412 |
