| Date |
Text |
| 2002-07-30 00:00:00 | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 02061099 |
| | ADD: 3729 VICTORIA RD |
| | CONT: M/I HOMES INC |
| | TEL: (561)471-3440 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1) PROVIDE NOC RECORDED WITH THE CLERK |
| | OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| | |
| | 2)2001 FL BLD CODE, 1005.4: |
| | PROVIDE EMERGENCY EGRESS WINDOWS IN |
| | SLEEPING ROOMS WITH A MINIMUM NET CLEAR |
| | OPENING HEIGTH OF 24" AND NET CLEAR |
| | OPENING WIDTH OF 20" AND A NET CLEAR |
| | OPENING AREA OF 5.7 SQ.FT. GROUND FLOOR |
| | OPENINGS ARE PERMITTED TO HAVE A NET |
| | CLEAR OPENING OF 5.0 SQ. FT. SILL HEIGTH |
| | SHALL NOT BE MORE THAN 44 " ABOVE THE |
| | FINISH FLOOR. |
| | SHEET 1 OF 7 FRONT ELEVATION VS LEFT |
| | ELE. FOR BEDROOM # 3 DETAIL WINDOW SILL |
| | AND ROOF FLASHING AND MAINTAIN 44" TO |
| | SILL? |
| | |
| | 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)1204.4 JOINTS. BUILT IN TUBS WITH |
| | SHOWERS SHALL HAVE WATER-PROOF JOINTS |
| | BETWEEN THE TUB & WATER RESISTANT WALL. |
| | |
| | 5)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. |
| | |
| | 6)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. |
| | |
| | 7)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 1 OF 7 LOADS ON ROOF, ABOVE |
| | ARE THE VALUES/ LOADS THE TOTAL BUILDING |
| | IS TO DESIGNED TO NOT JUST THE ROOF. |
| | THE INTERNAL PRESSURE COEFFICIENT |
| | SHOULD READ 0.18! |
| | |
| | 8) 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. |
| | FOR THIS JOB PRODUCT REPORT FOR |
| | ALUMINIUM HORIZONTAL ROLLING WINDOWS IS |
| | OK, EXPIRED AFTER APPLICATION DATE, |
| | REPLACE UNDER NEW PERMIT APPLICATION. |
| | |
| | 9)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. THE DESIGN PROFESSIONAL OF |
| | RECORD FOR THIS PRODUCT HAS NOT SIGNED & |
| | SEALED THE RIGHT PORTION OF THIS AFFIDAV |
| | IT, NOR SUPPLIED A SIGNED & SEALED COVER |
| | SHEET APPROVING THIS APPLICATION IN |
| | THIS SPECIFIC UNIT, (NO ADDRESS). |
| | THE ENGENEERING SHEETS ARE NOT HIGH- |
| | LIGHTED SHOWING WHAT DETAILS ARE BEING |
| | USED, WHAT TYPE OF ANCHOR BEING USED? |
| | THERE IS NO KEY PLAN IDENTIFYING WHAT |
| | WINDOW IS #1 IS THIS CONCRETE, FILLED |
| | CELL OR WOOD? |
| | |
| | 10) NONE OF THE PRODUCT TESTING REPORTS |
| | CAN BE USED SINCE THE WINDOW NOR DOOR |
| | PRESSURES ARE GIVEN, THE NOTE COMPONENTS |
| | & CLADDING INDICATE A -68.1 PRESSURE???? |
| | THE PRODUCT TESTING PRESSURES ARE TO LOW |
| | |
| | 11)SBCCI REPORT 2139, SPECIFY WHICH |
| | DOOR ASSEMBLY SHALL BE USED. |
| | HIGHLIGHT MODEL NUMBER. |
| | |
| | 12) NOTE 7 DOES NOT LIST NAILING REQUIRE |
| | MENTS FOR ZONE 3, WHICH APPLIES TO THE |
| | GABLE ENDS.CITY AMENDMENTS 2306.1.REVISE |
| | NOTE # 7. |
| | |
| | 13) SHEET# 1 "ROOF NOTES"-8 REFERS TO |
| | " C & SE" ZONES, PLEASE EXPLAIN?? |
| | |
| | 14) SHEET # 1 INDICATES (2) SECTION A'S |
| | ONE A FRONT VIEW THE OTHER A SIDE VIEW? |
| | |
| | 15) SHEET 2 OF 7 FOUNDATION DETAIL FOR |
| | SHOWER THIS IN THE 2 STORY SECTION OF |
| | THE BUILDING THE DETAIL HAS NO DIMENSION |
| | INDICATING HEIGTH OR WIDTH AS DEPICTED |
| | IT ISN'T 20" WIDE. |
| | |
| | 16) THE SAME SHEET FOUNDATION DETAIL# 12 |
| | INDICATES THE USE OF A 6" SLEEVE, WHAT |
| | ISN'T GIVEN IS THE MINIMUM HEIGTH OF |
| | 19 1/2 " EXT DIA.X 3. 1907.3.5(1) |
| | |
| | 17)2804.4.1 FACTORY-BUILT CHIMNEYS |
| | FACTORY BUILT CHIMNEYS SHALL BE LISTED |
| | AND SHALL BE INSTALLED IN ACCORDANCE |
| | WITH THE CONDITIONS OF THE LISTING, AND |
| | MANUFACTURER'S INSTRUCTION. |
| | |
| | 18)CHIMNEYS FOR THE USE WITH FACTORY- |
| | BUILT FIREPLACES SHALL MEET THE |
| | REQUIREMENTS OF UL 127. |
| | |
| | 19)2806.1.2 FACTORY BUILT FIREPLACES |
| | SHALL BE TESTED IN ACCORDANCE WITH AND |
| | MEET THE REQUIREMENTS OF UL 127. |
| | |
| | 20)2810 FRESH AIR INTAKES, FRESH AIR |
| | INTAKESSHALL BE SCREENED WITH A CORRO- |
| | SION RESITANT MATERIAL NOT LARGER THAN |
| | 1/2 INCH MESH. FRESH AIR INTAKES SHALL |
| | NOT BE TAKEN FROM A LOCATION CLOSER THAN |
| | 10 FT FROM ANY CHIMNEY OR VENT OUTLET OR |
| | SANITARY SEWER VENT OUTLET, UNLESS SUCH |
| | VENT IS NOT LESS THAN 24" ABOVE THE |
| | FRESH AIR VENT. FRESH AIR INTAKE VENTS |
| | LOCATED ON THE ROOFS WILL BE PROPERLY |
| | MARKED WITH A UNIVERSAL MARKING, |
| | ***"INTAKE"***, PERMANETLY ATTACHED. |
| | SEE 705.1.1.4 FOR FIRE PROTECTION. |
| | |
| | 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 |
