| Date |
Text |
| 2002-06-12 00:00:00 | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 02040434 |
| | ADD: 5501 S. FLAGLER |
| | CONT: ROGER G THOMAS GEN CONT INC |
| | TEL: 575-1389 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1) THE FINISHED FLOOR LEVEL SHALL BE |
| | VERIFIED BY A SIGNED AND SEALED |
| | ELEVATION CERTIFICATE REQUIRED, ELEVA- |
| | TION OF FIRST FLOOR, POOL PUMP SLAB & |
| | A/C CONDENSER SLAB TO BE ABOVE 7'-6". |
| | A-5 FLOOD ZONE, CITY CODE REQUIRES AN |
| | ADDITIONAL 6", OR 7'-6". |
| | |
| | 2)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. |
| | |
| | 3)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. |
| | |
| | THIS INFORMATION IS TO BE ON THE DESIGN |
| | DOCUMENTS! PREASURE ZONES ON PLANS! |
| | |
| | 4) FL BLD CODE CHAP 13 ENERGY EFFICENCY |
| | PROVIDE ENERGY CALS/ W MANUAL "J" |
| | THE MANUAL "J" PROVIDED BUT NOT FORM |
| | 600A-2001, RESIDENTIAL WHOLE BUILDING |
| | PERFORMANCE METHOD A. |
| | |
| | 5)1804.1.3 THE BOTTOM OF THE FOUNDA- |
| | TION SHALL EXTEND NO LESS THAN 12" |
| | BELOW FINISH GRADE. |
| | |
| | 6) 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) CUSTOM ENTRY FRONT DOOR& FRAME |
| | SITE SPECIFIC ENGINEERING (PRODUCT |
| | APPROVAL) REQUIRES THE WET SIGNATURE, |
| | DATE AND EMBOSSED SEAL OF THE ENGINEER |
| | CERTIFYING THE PRODUCT AND OF THE DESIGN |
| | PROFESSIONAL OF RECORD. |
| | B) GARAGE OVERHEAD DOOR, HIGHLIGHT THE |
| | MANUFACTURER & MODEL. |
| | C)ROOFING REPORT, MISSING 7 PAGES. |
| | |
| | 7) PROVIDE EMERGENCY EGRESS WINDOW IN |
| | SLEEPING ROOMS WITH A MINIMUM NET CLEAR |
| | OPENING HEIGHT OF 24INCHES,NET CLEAR |
| | OPENING WIDTH OF 20 INCHES AND 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 HEIGHT |
| | SHALL NOT BE MORE THAN 44 INCHES ABOVE |
| | THE FLOOR. 1997 SBC 1005.4 |
| | THE WINDOW SCHEDULE LIST WINDOW"H" |
| | AS A PR 2'-0"X6'-0" CASEMENT WINDOW. THE |
| | REPORT PROVIDED LIST THE FRAME AS |
| | 2.25", X2= 4.5"OR 19.5" LESS THE LIGHT |
| | AND FRAME. |
| | |
| | 8)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. IDENTIFY |
| | WHICH MULLIONS ARE TO BE USED IN EACH |
| | CASE, EXAMPLE VETICAL WINDOW "H" A 1X3 |
| | MULLION, AS PART OF THE WINDOW SCHEDULE. |
| | WINDOW INSTALLER MAY CHOOSE A MULION |
| | NOT SPECIFIED BY ARCHETECT. |
| | |
| | 9) S-3ROOF FRAMING PLAN, MISSING THE |
| | MAGNITUDE,AND DIRECTION OF LOADS TO BE |
| | RESISTED. THE PLAN INDICATES THE USE OF |
| | HUGHES & SEMCO THEY HAVE BEEN OUT OF |
| | BUSINESS FOR 2 YEARS.PROVIDE MANUFACT- |
| | URER AND MODEL OF ANCHOR. |
| | |
| | 10)-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. |
| | |
| | 11) 2806.1.2. FACTORY BUILT FIREPLACES |
| | SHALL BE TESTED IN ACCORDANCE WITH AND |
| | MEET THE REQUIREMENTS OF UL 127. PROVIDE |
| | MANUFACTURERS SPEC. |
| | |
| | 12) 2305.2.2 FLOOR/CEILING ASSEMBLIES |
| | SINGLE FAMILY DWELLINGS. IN FLOOR/CEIL/ |
| | ING ASSEMBLIES SEPERATING USEABLE SPACE |
| | INTO 2 OR MORE APPROXIMATE AREAS WITH NO |
| | AREA GREATER THAN 500 SQ FT. DRAFTSTOP- |
| | PING SHALL BE PROVIDED PARALLEL TO THE |
| | MAIN FRAMING MEMBERS. |
| | |
| | 13) 2305.1.4 (1) FIREBLOCKING SHALL BE |
| | INSTALLED IN WOOD FRAME CONSTRUCTION IN- |
| | CLUDDING FURRED SPACES AT CEILING & |
| | FLOOR LEVELS. |
| | |
| | IMPACT FEES MUST BE PAID TO PALM |
| | BEACH COUNTY, PLANS STAMPED BY THEM AND |
| | COPY OF RECEIPT SUBMITTED TO CITY OF |
| | WEST PALM BEACH BUILDING DEPARTMENT, |
| | BEFORE A BUILDING PERMIT CAN BE ISSUED. |
| | |
| | PROVIDE NOC RECORDED WITH THE CLERK |
| | OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| | |
| | 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 |
