| Date |
Text |
| 2003-04-09 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 03031179 |
| | ADD: 4200 BEAR LAKES CT |
| | CONT: (PLAN REVIEW) |
| | IRA GROSSMAN |
| | TEL: (786)367-1537 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1ST $250.00 PLAN REVIEW |
| | |
| | NOTE: SUBMIT (3) SETS OF PLAN FOR THE |
| | PERMIT SET OF PLANS, RESIDENT INSPECTOR |
| | PROGRAM. |
| | |
| | A PERMIT APPLICATION SHALL BE REQUIRED |
| | TO BE FILLED OUT BY THE CONTRACTOR BE- |
| | FOR THE PERMIT MAY BE ISSUED. |
| | |
| | 1) PROVIDE NOC RECORDED WITH THE CLERK |
| | OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| | |
| | 2)FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | 424.1PUBLIC SWIMMING POOLS: 64E-9.002 |
| | PROVIDE ADDITIONAL INFORMATION ON THE |
| | EFFECTIVE BARRIER (FENCE) FOR THE POOL |
| | AND BETWEEN THE POOL AND CLUBHOUSE. |
| | |
| | 3) FAIR HOUSING ACT, ACCESSIBLE ROUTE: |
| | A) MISSING ACCESS ISLES ACROSS STREETS |
| | B) MISSING SIDEWALK BEHIND PARKING |
| | NORTH OF DUMPSTER |
| | C) DUMPSTER STAIRS, NO RAMP INDICATED |
| | |
| | ACCESSIBLE ROUTES ALSO MAY INCLUDE SKY |
| | WALKS,TUNNELS,GARAGES, AND PARTS OF MANY |
| | PUBLIC AND COMMON AREAS. ANSI 4.3 CON- |
| | TAINS COMPLETE TECHNICAL SPECIFICATIONS |
| | FOR ACCESSIBLE ROUTES, INCLUDING, WIDTH, |
| | HEADROOM, SURFACE TEXTURE, SLOPE, |
| | CHANGES IN LEVEL, DOORS, AND EGRESS IN |
| | EMERGENCIES. |
| | |
| | 4) FAIR HOUSING ACT 4.3 WALKING SURFACES |
| | 403.2 FLOOR & GROUND SURFACES SHALL |
| | COMPLY WITH SECTION 302. SECTION 302.2 |
| | DEALS WITH CARPET. FINISH ROOM SCHEDULE |
| | NO INFORMATION. |
| | |
| | 5) FL BLD CODE 1804.2.2 QUESTIONABLE |
| | SOILS, WHERE THE BEARING CAPACITY IS |
| | NOT DEFINETLY KNOWN OR IS IN QUESTION. |
| | PROVIDE SOILS REPORTS. |
| | |
| | 6) TABLE 803.3 MINIMUM INTERIOR FINISH |
| | CLASSIFICATION; PROVIDE INFORMATION |
| | BASED ON INTERIOR FINISH REQUIREMENTS |
| | BASED ON OCCUPANCY. |
| | |
| | 7) FL BLD CODE 2405.2 HAZARDOUS LOCATION |
| | PROVIDE SAFETY GLASS FOR THIS LOCATION: |
| | |
| | (2) OFFICES, 2405.2.1(3) WINDOW (H) |
| | RACHUET BALL COURT, 2405.2.1(2) GLAZING |
| | LOCATED WITHIN 36" OF WALKING SURFACES. |
| | NO INFORMATION ON DOOR OR WINDOWS BY |
| | ANDERSON. |
| | |
| | 8) DOOR SCHEDULE AM-5 FRONT DOOR NOTE 3, |
| | AM-9 FOR CONNECTION OF FRENCH DOORS, |
| | SIDELIGHTS & TRANSOM. DETAIL # 10, ENTRY |
| | DOOR HEAD DETAIL SEE STRUCTURAL DRAWINGS |
| | NO INFORMATION TO REFER TO? |
| | |
| | DETAIL #12 FOR FRONT ENTRY, VERTICAL |
| | FRAMING MEMBER( MULLION) EITHER PRODUCT |
| | TESTING REPORT OR SITE SPECIFIC ENGIN- |
| | EERING. |
| | PLANS INDICATE THE USE OF (4) WEDGE |
| | ANCHORS TOP/ BOTTOM PLATE, IN THE TOP |
| | PLATE FASTENING INTO A BEAM THERE WILL |
| | BE ONLY 1 1/2" EDGE DISTANCE, HOW MUCH |
| | OF A DERATING FACTOR WAS FIGURED? |
| | STRUCTURAL SHEET AMS-2 MISSING |
| | THIS BEAM? |
| | |
| | 9)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. |
| | |
| | |
| | 10) 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. |
| | |
| | 11) SHEET AMS-4 GIVEN ROOF HEIGHT OF |
| | 15'-0", WRONG HIGHEST BEAM 20'-8" PLUS |
| | 1/2 HEIGHT OF TRUSS2'-4"= 23'-0". |
| | |
| | 12) FOUNDATION SCHEDULES INDICATES (2) |
| | WF24A FOOTINGS, ONE 12" DEEP, THE OTHER |
| | 16" DEEP, WHY IS THERE THE SAME MARK FOR |
| | 2 DIFFERENT FOUNDATIONS? 1804.1.3 COUNTY |
| | WIDE AMENDMENT 1804.1.3 REQUIRES ALL |
| | FOUNDATIONS TO BE 12" BELOW GRADE PLUS |
| | THE SLAB ON GRADE (3 1/2"). |
| | |
| | 13) SHEET AMS-3 INDICATES A 3/4" RECESS |
| | IN THE SLAB. COUNTY AMENDMENT 2111.1.9 |
| | REQUIRES A 1 1/2" RECESS. |
| | |
| | 14) 1503.4.4 PROTECTION AGAINST DECAY & |
| | 0ERMITES. CONDENSATE LINES & ROOF DOWN |
| | SPOUTS SHALL DISCHARGE AT LEAST 1 FT. |
| | AWAY FROM THE STRUCTURE SIDEWALL, |
| | WHETHER BY UNDERGROUND PIPING, TAIL EX- |
| | TENSIONS, OR SPLASH BLOCKS. |
| | |
| | 15)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. |
| | |
| | 16)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)WINDOWS; FIXED & CASEMENT |
| | B)DOORS; SOLID & GLAZED |
| | C)MULLIONS |
| | D)STORM SHUTTERS |
| | E)ROOFING ASSEMBLIES |
| | |
| | 17)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. |
| | |
| | 18) 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. |
| | |
| | 19) 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. |
| | |
| | 20)1707.4.3 EACH EXTERIOR DOOR |
| | ASSEMBLY NOT COVERED BY 1707.4.2 |
| | (GLAZED DOORS) SHALL BE LISTED AND TEST- |
| | ED FOR A PERIOD EQUAL TO THE QUANITY |
| | 3600/ V WHERE THE TIME PERIOD IS IN |
| | SECTIONS AND V IS IN MILES PER HR TAKEN |
| | FROM FIGURE 1606. THE TIME PERIOD SHALL |
| | ALSO INCLUDE A 10 SECOND PERIOD AT A |
| | LOAD EQUAL TO 1.5 TIMES THE DESIGN |
| | PRESSURE. DADE COUNTY & SBCCI REPORTS |
| | ARE ACCEPTED. |
| | |
| | 21)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. |
| | |
| | 22)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. |
| | |
| | 23) 1707.4.4.1 ANCHOR REQUIREMENTS: |
| | WINDOW & DOOR ASSEMBLIES SHALL BE ANCHOR |
| | ED IN ACCORDANCE WITH THE PUBLISHED |
| | MANUFACTURER'S RECOMMENDATIONS TO |
| | ACHIEVE THEDESIGN PRESSURE SPECIFIED. |
| | SUBSTITUTE ANCHORING SYSTEM USED FOR |
| | THE SUBSTRATE NOT SPECIFIED BY THE |
| | FENESTRATION MANUFACTURER SHALL PROVIDE |
| | EQUAL OR GREATER ANCHORING AS DEMONSTRA- |
| | TED BY ACCEPTED ENGINEERING PRACTICES. |
| | |
| | 24) ROOF TRUSS/ GIRDER SYSTEM: |
| | 1606.2.4 MAIN WIND FORCE RESISTING SYS- |
| | TEM: ALL ELEMENTS AND CONNECTIONS OF THE |
| | MWFRS SHALL BE DESIGNED FOR VERTICAL AND |
| | HORIZONTAL LOADS BASED ON THE COMBINED |
| | LEEWARD AND WINDWARD WALL / ROOF PRES- |
| | URES. |
| | PROVIDE THE LOADING FOR TRUSSES AND |
| | GIRDERS MISSING ON SHEET AM-6. |
| | |
| | 25)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. |
| | |
| | 26) TRUSS PLAN INDICATES "SEMCO" BOUGHT |
| | OUT IN 1999 BY USP USE 2003 USP CATOLOG |
| | AND PRODUCT NUMBERS.**** NOTE DECREASE |
| | IN VALUE FOR TRUSS ANCHORS THAT CAN BE |
| | TAKEN***1609.4.3 LOAD REDUCTIONS**** |
| | |
| | 27)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 |
| | |
| | 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 |
