| Date |
Text |
| 2001-08-09 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT # 01070299 |
| | 1901 S FLAGLER DR |
| | CONT: NAVARRO & MAGGARZ |
| | TEL: (561) 358-4585 |
| | |
| | SBC= STANDARD BUILDING CODE |
| | SBC*= STANDARD BUILDING CODE AMENDMENTS |
| | FL ACC CODE=FLORIDA ACCESSIBILITY CODE |
| | |
| | 1)- SBC* 104.2.2 SURVEY REQUIRED, SHOW |
| | THE FLOOR LEVEL OF THE EXISTING BUILDING |
| | |
| | 2)- FLOOD ZONE THE SITE IS LOCATED IN A |
| | "A-5" FLOOD ZONE WITH A BASE ELEVATION |
| | OF 7'-6" CITY CODE REQUIREMENT. |
| | |
| | 3)- SBC* 1804.2.7.2(3) SOILS REPORT: |
| | TO INDICATE THE MINIMUM SAFE BEARING |
| | VALUE. |
| | |
| | 4)- FL S.S. 481/61G15-23.002 ARCHITECTUR |
| | AL PLANS FOR PUBLIC RECORDS REQUIRE SIGN |
| | ED & SEALED PLANS, SEE NO SEAL ON PLUMB- |
| | ING & MECHANICAL. |
| | |
| | 5)- SBC TABLE 1004.EGRESS REQUIREMENTS: |
| | LIFE SAFETY PLAN DOESN,T SHOW OCC.LOADS |
| | FOR THE FIRST OR SECOND FLOOR. THE FIRST |
| | FLOOR DOESN,T INDICATE THE OCC. LOAD |
| | FROM THE EXISTING BUILDING, THE CLASS- |
| | ROOMS TAKEN WITH THE 20% NET FOR OCC. |
| | LOAD @ 0.2 (FOOTNOTE 12,DOORS) GIVES THE |
| | CLEAR OPENING REQUIRED IN INCHES 187". |
| | 5 DOORS @34"(CLEAR) = 170". AGAIN AS |
| | STATED EARLIER WE DON'T HAVE THE OCCU- |
| | PANT LOAD OF THE EXISTING BUILDING. |
| | SECOND FLOOR,THE EXITING ON THE SECO |
| | ND FLOOR IS A SERIOUS PROBLEM. THERE IS |
| | A OCC LOAD OF 1002 A REQUIRED 200.4" IS |
| | REQUIRED FOR CLEAR DOOR WIDTH. THE |
| | REQUIRED MINIMUM STAIR WIDTH IS 300.6" |
| | OR 25.05'. THE TOTAL STAIRWELL WIDTH IN- |
| | DICATED ON THE PLANS FROM THE 2 STAIR- |
| | WELLS IS 25', THE TOTAL WIDTH OF THE |
| | STAIRS IS ONLY 12.5' (SWITCHBACK STAIR). |
| | |
| | 6)- SBC 1021.1: SPECIAL EXIT REQUIREMENT |
| | WHAT AGE OR GRADE WILL THE CLASSROOMS BE |
| | USED FOR, FIRST FLOOR, SECOND FLOOR? |
| | SHOW ON THE LIFE SAFETY PLAN, PLEASE. |
| | |
| | 7)- SHEET S-4 DESIGN PARAMETERS, THE BOX |
| | ES FOR BOTH 1999 (1997) AND THE ASCE |
| | 7-95 ARE BOTH CHECKED, THE BUILDING CAN |
| | BE DESIGNED FOR ONLY ONE CRITERIA. |
| | |
| | 8)- MISSING ENERGY CALS. |
| | |
| | 9)- 1606.2.6.2COMPONENTS & CLADDING: |
| | A) WINDOWS & MULLIONS: WILL REQUIRE 2 |
| | COPIES OF THE TESTING REPORTS,EITHER |
| | SBCCI OR DADE COUNTY PRODUCT APPROV- |
| | AL REPORTS. IF THE REPORTS ARE NOT |
| | PART OF THE PERMIT PACKAGE, A SEPER- |
| | ATE PERMIT WITH ASSOCIATED FEES WILL |
| | BE REQUIRED. IF THE WINDOWS HAVE NOT |
| | PASSED THE LARGE MISSLE IMPACT RESIS |
| | TANCE TESTING STORM SHUTTERS WILL BE |
| | REQUIRED, SEE THE CITIES " OFFICIAL |
| | INTERPRETATION FOR THE IMPLEMENTA- |
| | TION OF THE HURRICANE MISSLE IMPACT |
| | PROTECTION STANDARDS. SEE ITEM |
| | NUMBER 14 OF INTERPRETATION. |
| | B) EXTERIOR DOORS AND THE ROOF HATCH |
| | WILL REQUIREPRODUCT TESTING, IF |
| | THERE IS GLAZED OPENINGS IN THE UNIT |
| | THEY WILL NEED TO SHOW PRODUCT TEST- |
| | ING FOR LARGE MISSLE TESTING. |
| | C) ROOFING; THE ROOFING ASSEMBLY RE- |
| | QUIRES PRODUCT TESTING FOR THE WIND- |
| | ZONE THAT THE MATERIALS WILL BE |
| | USED IN. |
| | |
| | 10)- THE DOOR SCHEDULE DOESN'T INDICATE |
| | THE RATING AS PER SBC 705.1.3.2.1. |
| | FIREDOORS ARE CLASSIFIED AS 3 HR,1 1/2HR |
| | 1HR, 3/4 HR OR 20 MIN. |
| | |
| | 11)- SBC 705.6 PENETRATIONS OF HORIZON-T |
| | AL ASSEMBLIES, PROVIDE MANUFACTURES SPEC |
| | |
| | 12)-SBC 1604.6.1. CONCENTRATED LOADS |
| | (POINT LOAD) SEE SHEET S-3 / M-6FOR |
| | LOADING OF CHILLER.NOT INDICATED ON |
| | S-3. |
| | |
| | 13)- SHEET A.5.3 DETAILS .03/.04 METAL |
| | GAURDRAIL DETAIL, SBC 1007.5.5 HANDRAILS |
| | SHALL EXTEND 12" HORIZONTALLY BEYOND THE |
| | TOP RISER. AT THE BOTTOM THE HANDRAIL |
| | WILL BE CONTINUOUS TO SLOPE FOR A DISTAN |
| | CE OF THE DEPTH OF ONE TREAD FROM THE |
| | BOTTOM RISER. |
| | |
| | 14)- SBC 104.2.2. ADDITIONAL INFORMATION |
| | REQUIRED: AWNINGS WILL REQUIRE A SSEPER- |
| | ATE PERMIT W/ FEES. |
| | |
| | 15)- SBC 104.2.2: BRICK VENEER WALL, |
| | REQUIRES WALL TIES, SEE SEC 1403SBC. |
| | |
| | 16)- FL ACC CODE 4.3 SHOW AN ACCESSIBILE |
| | ROUTE FOR THE INTERIOR AND EXTERIOR OF |
| | BUILDING. |
| | |
| | 17)- FL ACC CODE 4.3.11 AREA OF RESCUE |
| | ASSISTANCE, SHOW COMPLIANCE. |
| | |
| | 18)- FL ACC CODE 4.5.1 FLOOR SURFACES |
| | ALONG ACCESSIBLE ROUTES AND IN ACCESS- |
| | IBLE ROOMS AND SPACES INCLUDING FLOORS, |
| | RAMPS STAIRS, AND CURB RAMPS SHALL BE |
| | STABLE, FIRM & SLIP-RESISTANT.A STATIC |
| | COEFFICIENT OF FRICTION OF 0.6 IS RECOM- |
| | MENDED FOR ACCESSIBLE ROUTE AND 0.8 |
| | FOR RAMPS. |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | (561) 659-8096 X 8412 |
