| Date |
Text |
| 2003-03-27 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 03021755 |
| | ADD: 211 LINDA LANE |
| | CONT: JAMES L COLE |
| | TEL: (561)252-3467 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1) PLANS, SPECIFICATIONS,REPORTS OR |
| | OTHER DOCUMENTS PREPARED BY THE DESIGN |
| | PROFESSIONAL AND BEING FILED FOR PUBLIC |
| | RECORD SHALL HAVE THE SIGNATURE AND |
| | SEAL OF THE DESIGN PROFESSIONAL AFFIXED |
| | TO THE DOCUMENT. |
| | FL STATE STAT: 61G15-23.002 ENGINEERS |
| | FL ATATE STAT: 61G16.003 ARCHITECTS |
| | SOILS REPORT NOT ORIGINAL SIGNATURE, |
| | ALSO REQUIRES SEAL. |
| | |
| | 2)2001 FL BLD CODE, 1005.4: |
| | PROVIDE EMERGENCY EGRESS WINDOWS IN |
| | SLEEPING ROOMS WITH A MINIMUM NET CLEAR |
| | OPENING HEIGTH OF 24" AND NET CLEAR |
| | OPENING WIDTH OF 20" AND A 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 HEIGTH |
| | SHALL NOT BE MORE THAN 44 " ABOVE THE |
| | FINISH FLOOR. |
| | PLEASE PROVIDE ADDITIONAL INFORMATION |
| | FOR CASEMENT WINDOWS, WINDOW TYPE (B) |
| | IS THIS A SINGLE OR DOUBLE CASEMENT WIN- |
| | DOW? |
| | PROVIDE INFORMATION FOR CASEMENT WIN- |
| | DOW (C) A 2'-0" WIDE WINDOW. CLEAR WIN- |
| | DOW WIDTH FOR EGRESS WINDOWS SHALL BE |
| | 20". |
| | |
| | 3) 1606.1 TRUSS LAYOUT PLAN W/ TRUSS & |
| | GIRDER LOADS, VERTICAL, HORIZONTAL & |
| | GRAVITY. |
| | |
| | 4) 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.PROVIDE AN ANCHOR SCHEDULE. |
| | |
| | 5)FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | 2ND FLOOR PLAN INDICATES THE USE OF |
| | 2X8 WALL MEMBERS, WILL THIS BE ON ONLY |
| | THE DESIGNATED HASHED WALLS? WILL THE |
| | REMAINDER OF THE EXTERIOR WALLS BE 2X6 |
| | AS INDICATED ON THE TYPICAL WALL |
| | SECTION? |
| | |
| | 6)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. |
| | |
| | 7) 1007.3.1 THE SUM OF 2 RISERS + 1 |
| | TREAD SHALL EQUAL BETWEEN 24"- 25". |
| | |
| | 8)1015.2 HEIGHT. GUARDRAILS SHALL |
| | FORM A VERTICAL PROTECTIVE BARRIER NOT |
| | LESS THAN 42" HIGH. |
| | 1015.3 OPENINGS. OPEN GUARDRAILS |
| | SHALL HAVE INTERMEDIATE RAILS OR ORNA- |
| | MENTAL PATTERNS SUCH AS A 4" DIAMETER |
| | SPHERE CAN NOT PASS THROUGH. A BOTTOM |
| | RAIL OR CURB SHALL BE PROVIDED THAT WILL |
| | REJECT THE PASSAGE OF 2" DIAMETER |
| | SPHERE. |
| | PROVIDE DETAIL OF GUARDRAIL FOR THE |
| | 2ND FLOOR LANDING, MISSING INFO. |
| | |
| | 9) FL BLD CODE 2309.6 ATTIC ACCESS, PRO- |
| | VIDE ATTIC ACCESS 20"X36". |
| | |
| | 10) 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. |
| | S-1 "DESIGN DATA" (G)INDICATES A |
| | 110 MPH WIND ZONE. |
| | |
| | 11) 3401.7.1.2 WHERE AN ADDITION IS 25% |
| | OR MORE OF THE AREA OF THE EXISTING |
| | BUILDING, THE EXISTING BUILDING AND ADD- |
| | ITION SHALL BE MADE TO COMPLY WITH ALL |
| | REQUIREMENTS OF THIS CODE FOR A BUILDING |
| | OF AREA EQUAL TO THE COMBINED AREA OF |
| | THE ADDITION AND EXISTING BUILDING. |
| | |
| | 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. |
| | |
| | 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) CASEMENT WINDOWS |
| | B) STORM SHUTTERS |
| | C) ROOFING REPORT- FLAT ROOF |
| | |
| | 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. |
| | |
| | 15)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. SEE SAMPLE ANCHOR SCHEDULE! |
| | |
| | 16) 1606.2.4 MAIN WIND FORCE RESTING |
| | SYSTEM(MWFRS) ALL ELEMENTS & CONNENC- |
| | TIONS OF THE (MWFRS) SHALL BE DESIGNED |
| | FOR VERTICAL AND HORIZONTAL LOADS. |
| | 2 STORY WALL SECTION INDICATES THE FLOOR |
| | TRUSS SYSTEM ANCHORED TO THE PLATE WITH |
| | SIMPSON TC 26, HOW WILL THE FLOOR TRUSS |
| | SYSTEM BE TIED WITH A CONTINUOUS LOAD |
| | PATH TO THE FRAME WALL AT THE BOTTOM |
| | PLATE? AT TOP PLATE? |
| | |
| | 17) SINGLE STORY WALL SECTION INDICATES |
| | A 14" HEIGHT OF THE FOOTER, |
| | 1804.1.3 THE BOTTOM OF THE FOUNDA- |
| | TION SHALL EXTEND NO LESS THAN 12" |
| | BELOW FINISH GRADE. |
| | 1909.1 MINIMUM SLAB THICKNESS ON GRADE |
| | IS 3 1/2". |
| | THE TOTAL OF 12"+3 1/2"= 15 1/2" TOTAL |
| | HEIGHT! |
| | |
| | 18)FL BLD CODE 2405.2 HAZARDOUS LOCATION |
| | PROVIDE SAFETY GLASS FOR THIS LOCATION: |
| | MASTER BATH TUB! |
| | |
| | 19)2504.2.2 INSTALLATION OF EXTERIOR |
| | LATHING AND FRAMING SHALL COMPLY WITH |
| | ASTM C-1063. HI-RIB LATH NAILED @ 4"OC, |
| | HI-RIB NAILED HORIZONTALLY REQUIRES |
| | NAILS TO BE EMBEDDED INTO THE FRAMING |
| | MEMBER A MINIMUM OF 1 3/4". |
| | |
| | 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. 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 |
