| Date |
Text |
| 2002-09-16 00:00:00 | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 02071105 |
| | ADD: 539 OGSTON ST |
| | CONT: H CONS CONSTRUCTION |
| | TEL: (561)791-8763 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1) SURVEY RECOGNIZES THE WRONG CODE. |
| | |
| | 2) SHEET# 1, NOT SIGNED OR SEALED, DATED |
| | DEC. 14, 1996 THIS WOULD BE THE REVIEWED |
| | UNDER THE 1994 STANDARD BUILDING CODE, |
| | WHY IS THIS PART OF THE PLAN? |
| | |
| | 3) F 101.1.2 THIS LOT IS LOCATED IN THE |
| | "FIRE DISTRICT" |
| | |
| | 4) F102.1 TYPES OF BUILDINGS ALLOWED IN |
| | A FIRE DISTRICT TYPE I, II, III, IV, |
| | & V. THIS PLAN INDICATES THAT THE EXIST- |
| | ING BUILDING IS A DUPLEX TYPE VI CON- |
| | STRUCTION,(CBS WALLS) WHICH IS IT? |
| | |
| | 5) F 103.1 EXISTING BUILDINGS WITHIN THE |
| | FIRE DISTRICT. AN EXISTING BUILDING |
| | SHALL NOT HEREAFTER BE INCREASED UNLESS |
| | IT IS OF A TYPE CONSTRUCTION PERMITTED |
| | FOR NEW BUILDINGS WITHIN THE FIRE |
| | DISTRICT. |
| | |
| | 6) F102.2.4 ROOF COVERINGS IN THE FIRE |
| | DISTRICT SHALL CONFORM TO REQUIREMENTS |
| | OF A CLASS A OR B ROOF COVERINGS AS |
| | DIFINED IN 1505. |
| | |
| | 7) 301.2 OCCUPANCY OR USE: WHAT IS THE |
| | PROPOSED USAGE OF THIS BUILDING? DEPEND- |
| | ING ON THE USE STORAGE, HAZARDOUS, OR |
| | REPAIR GARAGE? |
| | |
| | 8) F102.6 EXTERIOR WALLS OF TYPE IV |
| | BUILDINGS SHALL HAVE A FIRE RESISTANCE |
| | OF 2 HOURS OR MORE WHEN SUCH WALLS ARE |
| | LOCATED WITHIN 30 FT OF A COMMON PROPER- |
| | TY LINE OR AN SSUMED PROPERTY LINE . |
| | TABLE 600 TYPE V BUILDING ALSO REQUIRES |
| | 2 HR RATED WALLS, ASSUMED PROPERTY LINE |
| | BETWEEN BUILDINGS ON SAME LOT. |
| | |
| | 9) NORTH ELEVATION, SWING DOORS SHALL |
| | REQUIRE 1 1/2 HR OPENING PROTECTIVES, |
| | PER 705.1.1.2. |
| | |
| | 10) FIGURE 1606 WIND-BORNE DEBRIS |
| | REGION; INDICATES THAT W.P.B. CITY OF IS |
| | LOCATED IN THE 140 MPH ZONE. PLANS ARE |
| | TO INDICATE THIS. |
| | |
| | 11) FL. BLD CODE 1606.1.7 THE FOLLOWING |
| | INFORMATION RELATED TO WIND SHALL BE |
| | SHOWN ON THE CONSTRUCTION DRAWINGS, |
| | 1)- BASIC WIND SPEED, MPH |
| | 2)- WIND IMPORTANCE FACTOR, & BUILDING |
| | CATEGORY |
| | 3)- WIND EXPOSURE |
| | 4)- INTERNAL PRESSURE COEFFICIENT, |
| | 5)- COMPONENTS & CLADDING, THE DESIGN |
| | WIND PRESSURES IN TERMS OF PSF. |
| | |
| | 12)FL BLD CODE 1606.1.5: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORT, SBCCI OR DADE COUNTY |
| | REPORT ARE ACCEPTED. MISSING REPORTS: |
| | A) LARGE GARAGE DOOR 14' TALL |
| | B) ROOFING ASSEMBLIES |
| | |
| | 13) 1503.4.4 PROTECTION AGAINST DECAY & |
| | TERMITES. CONDENSATE LINES & ROOF DOWN |
| | SPOUTS SHALL DISCHARGE AT LEAST 1 FT. |
| | AWAY FROM THE STRUCTURE SIDEWALL, |
| | WHETHER BY UNDERGROUND PIPING, TAIL EX- |
| | TENSIONS, OR SPLASH BLOCKS. |
| | |
| | 14) FL BLDG 1909.3 (EXEPTION# 2) |
| | CONCRETE SLABS ON GRADE CONTAINING 6X6/ |
| | W1.4XW1.4 WELDED WIRE REINFORCEMENT |
| | FABRIC LOCATED IN THE MIDDLE TO THE |
| | UPPER 1/3RD OF THE SLAB SHALL BE SUP- |
| | PORTED BY APPROVED MATERIALS OR SUPPORTS |
| | AT SPACING NOT TO EXCEED 3 FT OR IN |
| | ACCORDANCE WITH MANUFACTURER'S SPEC. |
| | |
| | LOOK FOR COMMENTS BY THE OTHER PLAN |
| | REVIEW DISCIPLINES THAT MAY BE WRITTEN |
| | ON THE APPLICATION, PLANS, OR ATTACHED |
| | SEPARATELY. WHEN RESUBMITTING PLANS |
| | PLEASE CLEARLY INDICATE THE REVISION AND |
| | REMOVE AND REPLACE ANY PAGES AS NECESS- |
| | ARY. A TRANSMITTAL LETTER LISTING THE |
| | ORIGINAL REVIEW COMMENT NUMBER, WITH A |
| | DESCRIPTION OF THE REVISION MADE, IDEN- |
| | TIFYING THE SHEET OR SPECIFICATION PAGE |
| | WHERE THE CHANGES CAN BE FOUND, WILL |
| | HELP TO EXPEDITE YOUR PERMIT. THANK YOU |
| | FOR YOUR ANTICIPATED COOPERATION. |
| | JIM WITMER |
| | PLAN REVIEW |
| | TEL: (561)659-8096 EX.8412 |
| | FAX: (561)659-8026 |
