Date |
Text |
2001-08-30 00:00:00 | BUILDING PLAN REVIEW |
| PERMIT # 01020102 |
| 1801 OKEECHOBEE ROAD / 1701 BLDG# 1 |
| TYPE IV / PROTECTED |
| FULLY SPRINKLERED |
| OCCUPANCY: STORAGE |
| OWNER: PREMIER AIRPORT CENTER, LLP |
| |
| 1)- FL. STATE STATUTE 553 / CHAPTER 468 |
| PART XII CHAPTER 7 OF THE CITY CODE & |
| THE SBC REQUIRE A RESIDENT INSPECTOR ON |
| THE SITE. TO DATE NO COMPANY AND INDIVID |
| UAL HAS MET WITH THE ASSISTANT BUILDING |
| OFFICIAL DON NEELY TO REGISTER IN THE |
| PROGRAM. THE INSPECTOR IS REQUIRED TO |
| SHOW STATE LICENSURE. |
| |
| 2)_ ROOF DECK : THE JOB SITE IS LOCATED |
| IN A FIRE DISTRICT, SHOW MANUFACTURES |
| SPECIFICATION FOR A CLASS A OR B ROOFING |
| SYSTEM. |
| |
| 3)- ROOF DECK (SYSTEM) SBC 1503.3.2 ROOF |
| ING SYSTEMS ARE TO BE TESTED FOR THE WIN |
| D ZONE THAT THE BUILDING IS LOCATED IN. |
| 110MPH WIND ZONE, SHOW COMPLIANCE EITHER |
| SBCCI REPORT OR DADE COUNTY, IF NOT |
| PROVIDED AT TIME OF PERMIT THE ROOFING |
| PERMIT WILL BE STRUCK & THE CONTRACTOR |
| WILL HAVE TO COME IN UNDER SEPERATE PER- |
| MIT WITH REPORT & PAY ADDITIONAL PERMIT |
| FEES. |
| |
| 4)- SBC 104.2.2 ADDITIONAL INFORMATION |
| REQUIRED. A CURRENT SURVEY WILL BE RE- |
| QUIRED. |
| THE SITE IS LOCATED IN A (A-9) |
| FLOOD ZONE. THE MINIMUM ELEVATION HEIGTH |
| IS 13'-6" FOR THE FINISH SLAB. A ELEVATI |
| ON CERTIFICATE WILL BE REQUIRED BEFORE |
| THE C. O. WILL BE ISSUED. |
| |
| 5)- SBC COMPONENTS & CLADDING THE PLANS |
| DEPICT THAT THERE WILL BE NO SUB-BUCK |
| FOR WINDOWS & DOORS. THERE SEEMS TO BE |
| NO DETAIL FOR THE OVERHEAD DOOR. |
| |
| 6)- SBC 1606.4.1/ 1707.4.1 AMENDMENTS |
| ALL GLAZED OPENINGS REQUIRE PRODUCT TEST |
| ING REPORTS!!!!!!!!!!! TESTING REPORTS |
| REGAURDLESS OF SHUTTERS IS REQUIRED FOR |
| WIND SBC 1707.4.1 10 SECOND TEST EQUAL |
| TO 1.5 TIMES THE DESIGN LOAD. THIS IS |
| FOR GLASS DOORS, WINDOWS & SKYLIGHTS!!!! |
| |
| 7)- SBC 1606.4.1 /1707.4.1 ALL GLAZED OP |
| ENINGS WILL REQUIRE PRODUCT TESTING FOR |
| LARGE MISSLE IMPACT TESTING. GLAZED OPEN |
| INGS THAT HAVEN'T BEEN TESTE FOR THIS |
| WILL REQUIRE STORM SHUTTER PROTECTION. |
| THE CITYS' OFFICIAL INTERPRETATION |
| FOR MISSLE IMPACT PROTECTION HAS A SEC- |
| TION (#14) REGAURDING STORM SHUTTERS FOR |
| LARGE PROJECTS. THE BUILDING OFFICIAL |
| HAS REVIEWED YOUR PROPOSAL & FOUND THAT |
| IT DOES NOT MEET THE CRITERIA OUTLINED I |
| N SECTION #14 FOR LARGE PROJECTS. |
| THERE ARE MULTIPLE SKYLIGHTS THAT |
| WILL ALSO REQUIRE PRODUCT TESTINGREPORTS |
| FOR LARGE MISSLE RESISTANCE. |
| |
| 8)- THE REFRENCE TO TYPE 1 PLYWOOD USED |
| FOR THE EXTERIOR CEILING ASSEMBLY WAS CO |
| RRECTED ON PAGE A-12, THE SAME ASSEMBLY |
| SHOWS UP ON A-14 DETAILS 12 & 13. |
| |
| 9)- THE PAGES THAT ARE VOID NEED TO BE D |
| ELETED FROM THE PLANS AND THE NEW PAGES |
| INSERTED BACK INTO THE DOCUMENT. THE |
| VOIDED PAGES ARE TO BE FOLDED PLACED ON |
| TOP OF THE PLANS (1 COPY). |
| |
| 10)-COUNTY IMPACT FEES ARE TO BE PAID BE |
| FORE THE ISSUANCE OF THE PERMIT. |
| |
| 11)_ ONE OF THE THREE SETS OF PLANS IS |
| MISSING THE STRUCTURAL DRAWINGS. THIS |
| SET OF PLANS IS WRAPPED AND NOTED. |
| |
| BUILDING PLAN REVIEW |
| JIM WITMER |
| (561) 659-8096 X 8412 |