Date |
Text |
2002-11-19 00:00:00 | |
| BUILDING PLAN REVIEW |
| PERMIT: 02100867 |
| ADD: 3042 SANTA MAGARITA RD |
| CONT: DOUBLE R BLDG |
| TEL: (954)796-0777 |
| FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| |
| 1) PROVIDE NOC RECORDED WITH THE CLERK |
| OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| |
| 2) FL BLD CODE 1804.2.2 QUESTIONABLE |
| SOILS, WHERE THE BEARING CAPACITY IS |
| NOT DEFINETLY KNOWN OR IS IN QUESTION. |
| PROVIDE SIGNED & SEALED COPY OF SOILS |
| REPORT FROM SOILS ENGINEER. |
| |
| 3)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. |
| 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. |
| 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 APPROVING THIS PRODUCT IN |
| THIS SITE SPECIFIC DESIGN. |
| |
| 4) ZERO-LOT LINE / SECOND STORY FRAME |
| < THAN 5"-0" REQUIRES 1 HR RATING FROM |
| BOTH SIDES, 1/2" DRYWALL ONLY MAKES 50 |
| MINUTES. |
| 709.6.2.2 THE FIRE RESISTANCE RATING OF |
| A WOOD FRAMED ASSEMBLY IS EQUAL TO THE |
| SUM OF THE TIME ASSIGNED TO THE MEMBRANE |
| ON THE FIRE EXPOSED SIDE, THE TIME |
| ASSIGNED TO THE FRAMING MEMBERS AND THE |
| TIME ASIGNED FOR ADDITIONAL CONTRIBUTION |
| BY OTHER PROTECTIVE MEASURES SUCH AS |
| INSULATION. THE MEMBRANE ON THE |
| UNEXPOSED SIDE SHALL NOT BE INCLUDED IN |
| DETERMINING THE FIRE RESISTANCE OF THE |
| ASSEMBLY. |
| |
| 5) GLASS BLOCK ON ZERO LOT LINE SIDE, |
| REQUIRES 1 HR RATING, MISSING INFO. |
| |
| 6) 1606.1.5 MEAN ROOF HEIGHT, THE DIMEN- |
| SION FROM GRADE TO THE AVERAGE OF THE |
| ROOF EAVE HEIGTH, AND THE HEIGHTEST |
| POINT ON THE ROOF SURFACE. MEAN ROOF |
| HEIGHT NOT GIVEN, CALCULATED @ 26'-71/2" |
| SEE TABLE 2306.1 COUNTY AMENDMENTS FOR |
| ZONE # 3, RING SHANK NAILS REQUIRED. |
| |
| 7) SHEET C-1, FRAMING NOTE# 15,HIGH RIB |
| METAL LATH, SPACING 6" O.C.,ASTM C1063- |
| 7.10.1.1. 3/8" RIB METAL LATH SHALL BE |
| ATTACHED @ EACH RIB (4"). |
| |
| 8)FBC 13-103.1.2 BEFORE A BUILDING |
| PERMIT CAN BE ISSUED, THE SUBMITTED |
| ENERGY CODE COMPLIANCE FORMS SHALL BE |
| SIGNED BY THE BUILDING OWNER, THE |
| OWNER'S ARCHETECT OR OTHER AUTHORIZED |
| AGENT LEGALLY DESIGNATED BY THE OWNER. |
| |
| 9)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. 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 |