| Date |
Text |
| 2003-04-01 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 03022336 |
| | ADD: 360 GREGORY RD |
| | CONT: TREND WEST INC |
| | TEL: (561)358-8817 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | ACTIOIN: DENIED |
| | |
| | 1) PROVIDE NOC RECORDED WITH THE CLERK |
| | OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| | |
| | 2) FL BLD CODE CHAP 13 ENERGY EFFICENCY |
| | PROVIDE ENERGY CALS/ W MANUAL "J" |
| | MISSING FORM 600 B, CLIMATE ZONE 9. |
| | |
| | 3)FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | SHEET A-1: |
| | A) COLUMN #1, AT FAMILY ROOM NEXT TO |
| | EXISTING BUILDING, SHOULD BE |
| | COLUMN #5? |
| | B) (4) BAR COLUMN BETWEEN OFFICE AND |
| | PORCH, NO IDENTYING MARKING? |
| | C) COLUMN SCHEDULE, RE: HOOPS, |
| | 2102.1 ENGINEERED DESIGN, ENGINEERED |
| | MASONARY SHALL CONFORM TO THE RE- |
| | QUIREMENTS OF ACI 530 (5.9.1.6) |
| | LATERAL TIES(B) VERTICAL SPACING |
| | SHALL NOT EXCEED 16 LONGITUDINAL |
| | BAR DIA. |
| | |
| | 4)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. |
| | |
| | 5)1606.1.4(1) IN WIND BORNE DEBRIS |
| | REGIONS, EXTERIOR GLAZING THAT RECEIVES |
| | POSITIVE PRESSURE IN BUILDINGS SHALL BE |
| | ASSUMED TO BE OPENINGS UNLESS SUCH |
| | GLAZING IS IMPACT RESISTANT OR PROTECTED |
| | WITH AN IMPACT RESISTANT COVERING MEET- |
| | ING THE REQUIREMENTS OF SSTD 12, ASTM |
| | E 1886 AND ASTM E 1996 OR MIAMI-DADE. |
| | 1) GLAZED OPENINGS LOCATED WITHIN 30 FT |
| | OF GRADE SHALL MEET THE REQUIREMENTS OF |
| | LARGE MISSLE TEST. |
| | 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) MULLIONS |
| | |
| | 6)1707.4.5.2 MULLIONS SHALL BE DESIGN- |
| | ED TO TRANSFER THE DESIGN PRESSURE LOADS |
| | APPLIED BY THE WINDOW OR DOOR ASSEMBLIES |
| | TO THE ROUGH OPENING SUBTRATE. |
| | |
| | 7)1707.4.5.1 MULLIONS OCCURRING |
| | BETWEEN INDIVIDUAL WINDOW AND GLASS |
| | DOOR ASSEMBLIES. TESTING REPORTS ARE |
| | REQUIRED BY AN APPROVED TESTING |
| | LABORATORY OR BE ENGINEERED. |
| | |
| | 8) PROVIDE STORM PANEL INFORMATION WITH |
| | INSTALLATION SCHEDULE AND KEY PLAN WITH |
| | SPECIFIC ANCHORS AND MOUNTING TO BE USED |
| | FOR ALL NON-IMPACT GLAZING. |
| | FBC 1606.1.4. |
| | 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. SAMPLE ATTACHED. |
| | |
| | 9) WINDERS 1007.8.1 MINIMUM 6" TREAD |
| | DEPTH. |
| | |
| | 10) 3401.7.1.2. WHERE TH EXISTING BUILD- |
| | ING AND THE ADDITION ARE NOT SEPERATED |
| | BY A FIRE WALL AND THE AREA OF THE ADDI- |
| | TION IS 25% OR MORE OF THEEXISTING |
| | BUILDING, THE EXISTING BUILDING AND THE |
| | ADDITION SHALL BE MADE TO COMPLY WITH |
| | ALL REQUIREMENTS OF THIS CODE FOR A |
| | BUILDING OF AREA EQUAL TO THE COMBINED |
| | AREA OF THE ADDITION AND EXISTING BUILD- |
| | ING. |
| | EXCEPTION: EXISTING BUILDINGS SHALL NOT |
| | BE REQUIRED TO BE UPGRADED TO THE |
| | STRUCTURAL REQUIREMENTS OF THE CODE IN |
| | EFFECT ON THE DATE OF APPLICATION OF THE |
| | PERMIT FOR THE ADDITION. |
| | |
| | |
| | A) 11-4.22.2 DOORS, FIRST FLOOR AT |
| | LEAST ONE BATHROOM DOOR IS REQUIRED TO |
| | HAVE 29" CLEAR OPENING. |
| | B) CHECK BEDROOMS 1&2 FOR EMERGENCY |
| | EGRESS WINDOWS. |
| | C) CHECK EXISTING BUILDING FOR MINIMUM |
| | INSULATION UNDER ENERGY CODE. |
| | D) PLUMB, MECH & ELEC REQUIREMENTS BY |
| | SEPERATE REVIEWS. |
| | |
| | 11) FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | MISSING POSITIVE/ NEGATIVE PRESSURES ON |
| | 1ST & 2ND FLOOR DOOR OPENINGS. |
| | |
| | 12)FL BLD CODE 2405.2 HAZARDOUS LOCATION |
| | PROVIDE SAFETY GLASS FOR THIS LOCATION: |
| | A) MASTER BATH TUB |
| | B) BATH 3/4 |
| | |
| | 13) FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | DISCREPANCY, SHEET A-3 VS A-4, A-4 MISS- |
| | ING EXT DOOR @ ATTIC ACCESS. |
| | |
| | 14)1707.3.1 JOIST HANGERS, FRAMING |
| | ANCHORS & SIMILAR DEVICES SHALL BE TEST- |
| | ED IN ACCORDANCE W/ ASTM D 1761 & BE |
| | LABELED AND LISTED FOR THEIR LOAD CARRY- |
| | ING CAPACITY. |
| | LIST COMPANY NAME FOR THE TRUSS |
| | ANCHOR TIE DOWN, ANCHOR SCHEDULE LIST |
| | SEMCO PRODUCTS, BOUGHT OUT IN 1999.THERE |
| | PRODUCT NUMBERS NO LONGER AVAIBLE. USE |
| | CURRENT USP PRODUCT CATALOG, 1609.4(1-3) |
| | BE AWARE OF ALLOWABLE LOAD REDUCTIONS!! |
| | SAME REDUCTION FOR SIMPSON PRODUCTS. |
| | STEEL NO LONGER ALLOWABLE INCREASE, |
| | SEE ATTACHMENT USP. |
| | |
| | 15) SEE SHEET A-5 NAILING SCHEDULE, |
| | NOTE #3. INDICATES THE USE OF NAIL SIZE |
| | .113X21/8"= 6D COMMON. |
| | COUNTY AMENDMENTS TABLE 2306.1 REQUIRES |
| | A 8D (.131X21/2")=< 25' MEAN ROOF HEIGHT |
| | |
| | 16) SHEET A-5 COLUMN HEAD DETAIL, INDICA |
| | TES THE USE OF A STRAP WELDED TO A STEEL |
| | COLUMN HEAD. WRITTEN APPROVAL FROM THE |
| | MANUFACTURERS ENGINEER (USP OR SIMPSON). |
| | |
| | 17) SHEET A-7 2 STORY DETAIL, FLOOR |
| | TRUSSES, FIRE CUT 2305.4. |
| | |
| | 18) FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | SHEET A-5 VS A-7 NOTES INDICATE FLOOR |
| | TRUSSES TO BE BOTH TOP AND BOTTOM |
| | CHORD BEARING? WHICH? |
| | |
| | 19)BEFORE A PERMIT TO CONSTRUCT, MAY |
| | BE ISSUED, IMPACT FEES MUST BE PAID TO |
| | PALM BEACH COUNTY. THE ACTUAL PERMIT |
| | SET OF PLANS MUST BE STAMPED BY THAT |
| | OFFICE, AND A COPY OF THE PAID RECEIPT |
| | ATTACHED TO THE PERMIT APPLICATION. |
| | PLEASE CALL (561)233-5025 FOR MORE |
| | INFORMATION. |
| | |
| | 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. SUBMIT (1) SET OF OLD DRAWINGS WITH |
| | THE PLANS WHEN RESUBMITTING PLANS. A |
| | TRANSMITTAL LETTER LISTING THE ORIGINAL |
| | REVIEW NUMBER, WITH A DESCRIPTION OF THE |
| | REVISION MADE, IDENTIFYING 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 |
| | BUILDING PLAN REVIEW |
| | TEL: (561)659-8096 X 8412 |
| | FAX: (561)659-8026 |
