| Date |
Text |
| 2002-12-26 00:00:00 | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 02111446 |
| | ADD: 4200 N MILITARY TRAIL |
| | CONT: ALLIANCE CONSTRUCTION |
| | TEL: (305)443-2310 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1) NO BUILDING ADDRESSES HAVE BEEN GIVEN |
| | TO SITE "K". THE CITY HAS ASKED FOR A |
| | FULL SCALE SITE MAP & RECORDED PLAT. |
| | WE DO HAVE A STREET NAME OF " BEAR LAKES |
| | COURT". ONCE A RECORDED PLAT IS GIVEN |
| | WE WILL BE ABLE TO GIVE YOU THE PCN |
| | AND STREET ADDRESSES. |
| | |
| | 2)FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | PLANS ARE MISSING SITE PLAN GIVING |
| | LOCATION IN RELATION TO OTHER BUILDINGS. |
| | THERE MAY BE TABLE 600 ISSUES. |
| | |
| | 3)11-4.1.3(1) AT LEAST ONE ACCESSIBLE |
| | ROUTE COMPLYING WITH 11-4.3 SHALL |
| | CONNECT ACCESSIBLE BUILDING OR FACILITY |
| | ENETRANCES WITH ALL ACCESSIBLE SPACES |
| | AND ELEMENTS WITHIN THE BUILDING OR |
| | FACILITY. INDICATE ACCESIBLE ROUTE TO |
| | ALL BUILDINGS. FAIR HOUSING SEE: |
| | PUBLIC USE AREAS |
| | COMMON USE AREAS |
| | |
| | 4) INDICATE IF THERE IS TO BE A PUBLIC |
| | SWIMMING POOL TO BE ON SITE. IF SO INDIC |
| | ATE COMPLIANCE WITH 424.1 SAFETY REQUIRE |
| | MENTS OF EFFECTIVE POOL BARRIER, |
| | 64E-9.002 PUBLIC SWIMMING POOLS AND |
| | BATHING PLACES. |
| | |
| | 5)PROVIDE ENERGY CALCULATIONS AND |
| | EQUIPMENT SIZING CALCULATIONS (MANUAL J) |
| | AS REQUIRED BY THE 2001 FLORIDA ENERGY |
| | EFFICIENTCY CODE FOR BUILDING CONSTRUC- |
| | TION. |
| | |
| | 6) 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 GEOTECH |
| | REPORT. |
| | |
| | 7)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. |
| | |
| | 8)1814.2.4 WALL & FLOOR JOINTS AND |
| | PENETRATIONS SHALL BE MADE WATER TIGHT |
| | USING APPROVED METHODS & MATERIALS. |
| | SHEET AMS-3 SECTION # 3 INDICATES USAGE |
| | OF A WATER FEATURE( FOUNTAIN). INDICATE |
| | HOW WATER SEAL INTO THE BUILDING WILL |
| | BE ACCCOMPLISHED. |
| | |
| | 9) THIS SAMEDETAIL INDICATES A DEPTH |
| | OF 2'-1 1/2", THIS BY DEFINITION CAN BE |
| | USED AS A WADING POOL BECAUSE OF THE |
| | DEPTH OF WATER, INVOKING 424.1 SECURITY |
| | REQUIREMENTS AROUND THE WADING POOL! |
| | |
| | 10) SHEET AMS-5 STRUCTURAL GENERAL NOTES |
| | DESIGN DATA: HIGH VELOCITY HURRICANE |
| | ZONE, CORRECT ONLY DADE & BROWARD |
| | COUNTIES THIS IS APPLIABLE. |
| | |
| | 11) 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. |
| | |
| | CORRECT: WIND EXPOSURE & MEAN ROOF |
| | HEIGHT, SEE DEFINITION FOR MEAN ROOF |
| | HEIGHT. |
| | |
| | 12)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. |
| | |
| | 13)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) PAIR OF FRENCH DOORS |
| | B) RAQUET BALL ROOM NOT LISTED |
| | C) EXTERIOR LOUVER DOORS A/C CLOSET |
| | D) WINDOWS HORIZONTAL SLIDERS |
| | E) WINDOWS FIXED RECTANULAR |
| | F) WINDOWS FIXED HALF MOON |
| | G) VERTICAL MULLIONS |
| | H) STORM SHUUTERS |
| | I) ROOFING ASSEMBLIES |
| | |
| | 14)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. |
| | 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. |
| | |
| | 15) 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. |
| | |
| | 16) 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. |
| | |
| | 17)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. |
| | |
| | 18) 1012.1.1. SEE DOOR# 6 EGRESS DOORS |
| | USED AS AN EXIT DOOR SHALL PROVIDE A |
| | CLEAR OPENING OF NOT LESS THAN THAN THE |
| | WIDTHS SHOWN IN TABLE 1004, 32" CLEAR. |
| | |
| | 19)TABLE 803.3 MINIMUM INTERIOR FINISH |
| | CLASSIFICATION; PROVIDE INFORMATION |
| | BASED ON INTERIOR FINISH REQUIREMENTS |
| | BASED ON OCCUPANCY |
| | |
| | 20)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 |
