| Date |
Text |
| 2002-07-31 00:00:00 | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 02061589 |
| | ADD: 3568 TURTLE ISLAND COURT |
| | CONT: M/I HOMES INC (BONA VISTAIII) |
| | TEL: (561)471-3440 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1) 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. |
| | |
| | 2)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. |
| | |
| | 3)1204.3 SHOWERS. SHOWER COMPARTMENTS |
| | SHALL HAVE FLOORS AND WALLS CONSTRUCTED |
| | OF SMOOTH, CORROSION RESISTANT AND NON- |
| | ABSORBENT WATER-RESISTANT MATERIALS TO A |
| | HEIGHT OF NOT LESS THAN 70" ABOVE THE |
| | COMPARTMENT FLOOR AT DRAIN. |
| | |
| | 4)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. |
| | |
| | 5)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. |
| | SHEET 7 OF 9 THE ABOVE VALUES ARE FOR |
| | THE TOTAL BUILDING NOT JUST ROOF AS ON |
| | PLANS. THE INTERNAL PRESSURE COEFFICIENT |
| | IS 0.18. |
| | |
| | 6) 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 REPORT FOR GLASS BLOCK, THIN |
| | WALL REQUIRES LARGE MISSLE PROTECTION, |
| | THICK WALL MEETS IMPACT TESTING, SOLID |
| | GLASS BLOCK MEETS LARGE MISSLE IMPACT |
| | TESTING. SBCCI OR DADE COUNTY REPORT. |
| | |
| | 7)SITE SPECIFIC ENGINEERING (PRODUCT |
| | APPROVAL) REQUIRES THE WET SIGNATURE, |
| | DATE AND EMBOSSED SEAL OF THE ENGINEER |
| | CERTIFYING THE PRODUCT AND SIGNATURE |
| | AND SEAL OF THE DESIGN PROFESSIONAL |
| | OF RECORD. MISSING SIGNATURE & SEAL OF |
| | THE DESIGN PROFESSIONAL, MISSING SITE |
| | ADDRESS. |
| | |
| | 8)FL BLD CODE 2001 SECTION 103.6, |
| | 1606.1.4, 1707.4 & 3401.7.2.4. |
| | PROCEDURES: 1(B) A COMPLETE INSTALLATION |
| | SCHEDULE SUMMARIZING & IDENTIFYING |
| | OPENING SIZES, STORY HEIGHTS, UNIT MARK |
| | NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM |
| | BAR REINFORCING REQUIREMENTS, WALL PRES- |
| | SURE ZONES, SLAT TYPES, ETC., SHALL BE |
| | SUBMITTED AT TIME OF PERMIT APPLICATION |
| | TO FACILITATE PLAN REVIEW AND PERMIT |
| | ISSUANCE. MISSING KEY PLAN THAT TIES |
| | WITH SHUTTER SCHEDULE. REVIEWING THE |
| | SITE SPECIFIC INFO, INDICATES, VARIES |
| | SEE SHEET DEPTH OF FASTENER EXAMPLE: |
| | 1 1/4 VARIES SEE SHEET NOTHING IS HIGH- |
| | LIGHTED YOU COULD USE A 1 1/4 FASTENER |
| | IN WOOD AND IT BE THE WRONG FASTENER!!! |
| | SEE ATTACHED COPY FOR EXAMPLE. REMEMBER |
| | THIS IS SITE SPECIFIC!!!! |
| | INDICATE ON THE SECOND FLOOR IF THE |
| | WINDOWS TO BE USED ARE INSTALLED ON |
| | BUCKS OR IF FACE MOUNTED WITH FLANGE? |
| | INDICATE IF FLANGED HOW THE WINDOWS ARE |
| | TO MAINTAIN DISTANCE FROM GLAZING TO |
| | SHUTTER? |
| | 1707.4.4.1 ANCHOR REQUIREMENTS: |
| | WINDOW & DOOR ASSEMBLIES SHALL BE ANCHOR |
| | ED IN ACCORDANCE WITH THE PUBLISHED |
| | MANUFACTURER'S RECOMMENDATIONS TO |
| | ACHIEVE THEDESIGN PRESSURE SPECIFIED. |
| | SUBSTITUTE ANCHORING SYSTEM USED FOR |
| | THE SUBSTRATE NOT SPECIFIED BY THE |
| | FENESTRATION MANUFACTURER SHALL PROVIDE |
| | EQUAL OR GREATER ANCHORING AS DEMONSTRA- |
| | TED BY ACCEPTED ENGINEERING PRACTICES. |
| | THIS SAME IDEA HOLD TRUE FOR STORM |
| | SHUTTERS, THE TABLES PROVIDED INDICATE |
| | VALUES FOR CONCRETE, HOLLOW BLOCK, |
| | AND WOOD. WHAT DERATING VALUE IS GIVEN |
| | FOR FILLED CELL? OR ARE TAPCONS GOING TO |
| | BE 2 1/2", SITE SPECIFIC 1 1/4" BUT |
| | VARIES? |
| | |
| | 9) PROVIDE ENGINEERING FOR BUTT GLASS |
| | ASSEMBLIES PER 1997 SBC 2406.2. |
| | |
| | |
| | 10)FL BLD CODE 1804.2.2 QUESTIONABLE |
| | SOILS, WHERE THE BEARING CAPACITY IS |
| | NOT DEFINETLY KNOWN OR IS IN QUESTION. |
| | |
| | 11) 2305.2.2 FLOOR/CEILING ASSEMBLIES |
| | SINGLE FAMILY DWELLINGS. IN FLOOR/CEIL/ |
| | ING ASSEMBLIES SEPERATING USEABLE SPACE |
| | INTO 2 OR MORE APPROXIMATE AREAS WITH NO |
| | AREA GREATER THAN 500 SQ FT. DRAFTSTOP- |
| | PING SHALL BE PROVIDED PARALLEL TO THE |
| | MAIN FRAMING MEMBERS. |
| | |
| | 12) SECOND FLOOR OVER GARAGE MISSING |
| | INSULATION IN FLOOR SYSTEM. |
| | |
| | 13)FL BLD CODE 2309.6 ATTIC ACCESS, PRO- |
| | VIDE ATTIC ACCESS 20"X36",ND FL. |
| | |
| | 14)FL BLD CODE 2405.2 HAZARDOUS LOCATION |
| | PROVIDE SAFETY GLASS FOR THIS LOCATION: |
| | MASTER BATH TUB/ SHOWER |
| | BATH# 2 WINDOW |
| | |
| | 15)2504.2.2 INSTALLATION OF EXTERIOR |
| | LATHING AND FRAMING SHALL COMPLY WITH |
| | ASTM C-1063. |
| | |
| | 16) SHEET A & B WHAT CUT SECTIONS ARE |
| | THESE TAKEN FROM? |
| | |
| | 17) SECTION 5/B 18"X 18" CORNER BARS VS |
| | SHEET 6 25"X25" F# 5'S? |
| | |
| | 18) WALL SECTION 1-4 NO INFO TO TIE IN, |
| | WALL SECTION NO INFO ON WALL STRAPPING? |
| | |
| | 19)SHEET 7 ROOF NOTES, NOTE# 7, NDI- |
| | CATES ROOFING ZONE 3 SEE CITY AMENDMENTS |
| | 23206.1, REVISE NOTE 7. |
| | |
| | 20) SHEET 2 FOUNDATION DETAIL FOR 2 |
| | STORY SHOWER NO DIMENSION GIVEN, WHAT IS |
| | DEPICTED ISN'T TO CODE. |
| | |
| | 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 |
