| Date |
Text |
| 2002-12-23 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 02070564 |
| | ADD: 1100 ELIZABETH AVE |
| | CONT: GLACE & COMPANY |
| | TEL: (561)585-5564 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | NOTE: LOCATED IN A FIRE ZONE |
| | |
| | 1) PROVIDE NOC RECORDED WITH THE CLERK |
| | OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| | |
| | 2) WHAT TYPE BUILDING TYPE VI OR TYPE V |
| | BUILDING? |
| | TABLE 600 EXTERIOR NON BEQARING WALLS, |
| | 0-3" FROM PROPERTY LINE. |
| | TYPE V 3HR WALL, 704.5 PARAPETS 18". |
| | TYPE VI 1HR WALL |
| | |
| | 3) 301.2 OCCUPANCY OR USE CATEGORIES. |
| | WHAT WILL THIS SPACE BE USED FOR? |
| | IF FOR ENCLOSED PARKING GARAGES SEE |
| | SECTION 411.4. |
| | IF THIS AREA IS TO BE REPAIR GARAGE |
| | (REINSTALL LIFT) SEE 411.5 REPAIR |
| | GARAGES. |
| | |
| | 4) WHAT WILL THE OCCUPANCY BE OF THE |
| | EXISTING BUILDING FIRST FLOOR AND SECOND |
| | FLOOR? |
| | |
| | 5) THIS ADDITION INDICATES A-3 /1 WOOD |
| | STUD WALL AS A TEMP WALL. F 102.1 NO |
| | TYPE VI IN FIRE DISTRICT. |
| | |
| | 6) PLEASE INDICATE HOW THIS ADDITION IS |
| | ATTACHED TO EXISTING STRUCTURE? |
| | |
| | 7) MANUFACTURES INFORMATION ON "EPICORE |
| | ROOFING SYSTEM", ALLOWABLE SPANS, |
| | IMPOSED LOADS, WELDING INFORMATION, |
| | AND INFO FOR CONCRETE DECK AND REINFORCE |
| | MENT. |
| | |
| | 8) SHEET S.1 DETAIL# 6 INDICATES 4 5/8" |
| | EXSPANSION ANCHORS THE IMPOSED LOADS NOT |
| | GIVEN! HAS A DERATING FACTOR BEEN FIG- |
| | URED IN FOR THE CLOSENESS TO EDGE |
| | DISTANCE? |
| | |
| | 9) 1012.1.1. EGRESS DOORS ARE REQUIRED |
| | SWING DOORS. |
| | |
| | 10) SEE 1017 FOR THE NUMBER OF EXITS |
| | REQUIRED FOR STORAGE, (2 EXITS REQUIRED) |
| | |
| | 11) FIGURE 1606 WIND-BORNE DEBRIS |
| | REGION; INDICATES THAT W.P.B. CITY OF IS |
| | LOCATED IN THE 140 MPH ZONE. PLANS ARE |
| | TO INDICATE THIS. |
| | |
| | 12) 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. |
| | |
| | 13)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. |
| | |
| | 14)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) GLASS BLOCK |
| | B) SKY LIGHTS |
| | C) ROLL UP GARAGE DOORS |
| | D) SWING DOORS |
| | E) ROOFING ASSEMBLIES |
| | F) STORM SHUTTERS |
| | 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. |
| | |
| | 15) 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. |
| | |
| | 15) 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. |
| | |
| | 16) 1503.4.4 PROTECTION AGAINST DECAY & |
| | TERMITES. 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. |
| | |
| | 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. |
| | |
| | PHASE (I) TO BE CONSIDERED UNDER THIS |
| | PERMIT, PHASE (II) TO BE UNDER SEPERATE |
| | PERMIT. COMMENTS MAY BE ADDRESSED UNDER |
| | THIS PERMIT TO CORRECT DRAWINGS AND |
| | CODE ARTICLES. |
| | |
| | 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 |
