| Date |
Text |
| 2002-09-17 00:00:00 | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 02061029 |
| | ADD: 7327 HORIZON DRIVE |
| | CONT: A. R. CUSTOM HOMES INC |
| | DBA MONTICELLO HOMES |
| | TEL: (561)721-2270 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1)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. |
| | |
| | 2) 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. |
| | |
| | A) WINDOOR 8000 |
| | B) THERMA TRU |
| | ALL PRODUCT TESTING LINES ARE TO BE |
| | SITE SPECIFIC SIGNED & SEALED REPORTS! |
| | |
| | THE WINDOOR REPORT FOR THE 90 DEGREE |
| | OPENING IS ONLY GOOD FOR THE MAXIMUM |
| | SIZE TESTED (52"X99"X120"), THIS REPORT |
| | IS ALSO ONLY FOR WIND!!!! NOT LARGE |
| | MISSLE RESISTANT TESTING! |
| | |
| | THE WINDOOR TESTING FOR 191.1875"X120" |
| | DOES NOT INDICATE THAT IT CAN BE USED |
| | IN THE 90 DEGREE APPLICATION FOR THIS |
| | SIZE OPENING NOR TESTED FOR LARGE MISSLE |
| | RESISTANCE IN THE 90 DEGREE CONFIGURA- |
| | TION. |
| | |
| | 3) THE ARCH ALUMINIUM & GLASS: |
| | "L-3000 IMPACT WALL, WINDOW# 25 DETAIL |
| | 6/4S4, THE DETAIL DOES NOT ELABORATE AS |
| | TO HOW THE 2X8 BLOCKS ARE TO BE FASTENED |
| | BETWEEN THE TRUSSES? THE 2X6 SUBUCK IS |
| | TOBE ATTACHED WITH 2 1/4X3" WOOD SCREWS? |
| | WHAT ARE 2 1/4X 3" WOOD SCREWS? @ WHAT |
| | SPACING? PROVIDE CALS FOR THE LATERAL |
| | WIND LOADS AS WELL AS IMPACT TESTING. |
| | |
| | THE SECOND ISSUE IS THE MULTIPLE |
| | VERTICAL MULLIONS TO BE USED IN THIS |
| | APPLICATION. THE ENGINEER DOES NOT |
| | STATE WHAT SIZE MULLIONS ARE TOBE USED! |
| | NOR DOES HE INDICATE THAT HE HAS REVIEW |
| | ED ANY OF THE INFORMATION PROVIDED. |
| | |
| | THE PLANS (ELEVATION) DO NOT INDICATE |
| | THE USE OF HORIZONTAL MULLIONS, WHERE |
| | AS THE NOTES OF THE WINDOW SCHEDULE |
| | INDICATE THE USE OF MULLIONS BUT NOT |
| | SIZED! |
| | |
| | 4) WINDOW 36 DISCEPANCY IS THIS TO BE |
| | BUTT GLAZING, OR AS STATED IN NOTES, |
| | ALUM COL? ELEVATIONS INDICATE FIXED |
| | GLASS, BUT DRAWN AS BUTT GLAZED! |
| | |
| | 5) DOOR# 24 POCKET SLIDING DOOR, NO |
| | DETAILS AS HEADER PAST THE BLOCK WALL? |
| | |
| | 6) INDICATE WHAT SIZE MULLIONS ARE TO BE |
| | USED IN ALL CASES, VERTICAL/ HORIZONTAL. |
| | 1707.4.5.4 STRUCTURAL SAFETY FACTOR. |
| | MULLIONS SHALL BE CAPABLE OF RESISTING |
| | A LOAD OF 1.5 TIMES THE DESIGN PRESSURE |
| | LOADS APPLIED BY THE WINDOW AND DOOR |
| | ASSEMBLIES TO BE SUPPORTED WITHOUT |
| | EXCEEDING THE APPROPRIATE MATERIAL |
| | STRESS LEVELS. IF TESTED BY AN APPROVED |
| | LABOTORY, THE 1.5 TIMES THE DESIGN |
| | PRESSURE LOAD SHALL BE SUSTAINED FOR |
| | 10 SECONDS, & THE PERMANENT DEFORMATION |
| | SHALL NOT EXCEED 0.4% OF THE MULLION |
| | SPAN AFTER THE 1.5 TIMES DESIGN PRESSURE |
| | LOAD IS REMOVED. |
| | |
| | 7) FL BLD CODE 2405.2 HAZARDOUS LOCATION |
| | PROVIDE SAFETY GLASS FOR THIS LOCATION: |
| | WINDOW: #20 & 36. |
| | |
| | 8) SHEET# 6 NOTE ON REAR ELE ABOUT USING |
| | "S" TYPE CEMENT ON ROOF, PRODUCT TESTING |
| | REPORT SPECIFIES AS TO WHICH PRODUCTS |
| | ARE ACCEPTABLE, NOT TYPE "S". |
| | |
| | 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 |
