| Date |
Text |
| 2003-04-11 00:00:00 | |
| | CONTINUATION OF BUILDING PLAN REVIEW |
| | DATED 3/11/2003 |
| | COMMENTS: |
| | 18) FL BLDG 1909.3 (EXEPTION# 2) |
| | CONCRETE SLABS ON GRADE CONTAINING 6X6/ |
| | W1.4XW1.4 WELDED WIRE REINFORCEMENT |
| | FABRIC LOCATED IN THE MIDDLE TO THE |
| | UPPER 1/3RD OF THE SLAB SHALL BE SUP- |
| | PORTED BY APPROVED MATERIALS OR SUPPORTS |
| | AT SPACING NOT TO EXCEED 3 FT OR IN |
| | ACCORDANCE WITH MANUFACTURER'S SPEC. |
| | |
| | 19) SHEET A-10, A-11 & A-12EXTERIOR |
| | WALLS ARE MISSING THE 1 1/2" RECESS |
| | FOR BLOCK WORK AT FLOOR LEVEL. |
| | |
| | 20) MISSING A WINDOW SCHEDULE, SHEET |
| | A-24, WHAT TYPE OF WINDOWS WILL BE USED |
| | WHERE. |
| | |
| | 21)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) WINDOW MULLIONS |
| | B) ROOFING ASSEMBLIES, FLAT ROOF & |
| | SLOPED ROOFS |
| | |
| | 22) 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. |
| | |
| | 23) 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. |
| | |
| | |
| | 24) GYMNASIUM 105'X72'=7560 SQ FT |
| | OCCUPANT LOAD: 7560 @ 15= 504 ALLOWABLE |
| | TABLE 1606 : |
| | BUILDINGS AND STRUCTURES WHERE THE OCCU- |
| | PANT LOAD IS 300 OR MORE IN ONE ROOM. |
| | IMPORTANCE FACTOR 1.15 CORRECT: COVER- |
| | SHEET. |
| | |
| | 25) FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | SHEET A-5 DETAILS DO NOT INDICATE |
| | WHAT SIZE DIA OR LENGHT ANCHOR BOLTS |
| | THAT ARE TOBE EMBEDDED INTO THE CONCRETE |
| | NOR IS THERE INFORMATION ON THE BOLTS |
| | THAT ARE TO GO THROUGH THE BOTTOM PLATE |
| | THROUGH THE WOOD ARCH. SHEET A-16 GIVES |
| | A DETAIL FOR THE BOTTOM PLATE BUT NOT EN |
| | OUGH INFORMATION, WHAT SIZE WELDS ARE |
| | TO BE USED? |
| | |
| | 26) NEW 2001 FBC! 2117.1.2 CATHEDRAL |
| | ENDWALLS, GABLE ENDWALLS ADJACENT TO |
| | CATHEDRAL CEILINGS SHALL BE CONTINUOUS |
| | FROM THE UPPERMOST FLOOR TO THE CEILING |
| | DIAPHRAM OR TO THE ROOF DIAPGRAM. |
| | |
| | 27) TRUSS I JOIST: |
| | A) MISSING THE MANUFACTURERS SPECS & |
| | ROOF SPAN CHARTS? |
| | B) PROVIDE CURRENT 2003 MANUFACTURERS |
| | INFORMATION FOR FRAMING CONNECTION, TOP |
| | MOUNT VERSES FACE MOUNT. |
| | C) PROVIDE INFORMATION FROM THE TRUSS |
| | JOIST MANUFACTURER THAT THE I-JOIST DO |
| | NOT NEED TO SIT PERPENDICULAR BUT |
| | PERPENDICULAR TO THE SLOPE OF THE ROOF. |
| | I-JOIST ACTING AS PURLINS. HOW WILL THE |
| | ACCENTRIC LOADING OF THE BOTTOM CORD |
| | BE HANDLED SINCE DETAIL 10/A-15 THE |
| | OUTLOOKERS DO NOT ATTACH TO THE BOTTOM |
| | CORD OF THE I-JOIST? ALSO HOW ARE THE |
| | F-2 VALUES TRANSFERED INTO THE OUTTOOK- |
| | ERS, A H-10 CONNECTOR SPECIFIED IN |
| | DETAIL 01/A-18?WHAT MANUFACTURER? |
| | D) ARE WEB STIFFENERS REQUIRED? AT WHAT |
| | SPACING WILL THE SOLID BRIDGING BE |
| | INSTALLED? |
| | E) PLANS INDICATE A VENTED SOFFIT AS RE- |
| | QUIRED 2309.7.1.HOW WILL THE INTERIOR |
| | JOIST BE VENTED SINCE THIS DESIGN IS |
| | SOLID WOOD JOIST NOT OPEN WEB TRUSSES? |
| | F) OUTLOOKERS WHAT TYPE OF CONNECTION |
| | WILL BE MADE TO THE I-JOIST? |
| | |
| | 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 |
