| Date |
Text |
| 2002-11-19 00:00:00 | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 02100754 |
| | ADD: 431 EL VEDADO ST |
| | CONT: O/B JERRELL, JAMES |
| | TEL: (561)659-1403 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1) PROVIDE NOC RECORDED WITH THE CLERK |
| | OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| | |
| | 2)104.3.1.1.COUNTY AMENDMENTS: |
| | PLAN REVIEW MINIMUM REQUIREMENTS FOR |
| | PLAN REVIEW, 1 & 2 FAMILY BUILDINGS. |
| | 1) SITE REQUIREMENTS,SET BACK SEPERA- |
| | TION (ASSUMED PROPERTY LINE) |
| | 2) FIRE RESISTANT CONSTRUCTION |
| | (IF REQUIRED) |
| | 3) FIRE |
| | 4)SMOKE DETECTOR LOCATION |
| | 5) EGRESS, EGRESS WINDOW SIZE AND |
| | LOCATION, STAIR CONSTRUCTION |
| | REQUIREMENTS |
| | 6) STRUCTURAL REQUIREMENTS SHALL |
| | INCLUDE: |
| | FLOOR PLAN, WALL SECTIONS FROM THE |
| | FOUNDATION THROUGH THE ROOF, INCLUD- |
| | ING ASSEMBLY (PRODUCT APPROVALS) & |
| | MATERIALS, CONNECTOR TABLES, WIND |
| | REQUIREMENTS, STRUCTURAL CALCULA- |
| | TIONS (IF REQUIRED) |
| | |
| | 3)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. |
| | |
| | 4)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. |
| | |
| | 5)PROVIDE ENERGY CALCULATIONS AND |
| | EQUIPMENT SIZING CALCULATIONS (MANUAL J) |
| | AS REQUIRED BY THE 2001 FLORIDA ENERGY |
| | EFFICIENTCY CODE FOR BUILDING CONSTRUC- |
| | TION. |
| | |
| | 6)1606.1.1 EXC (4) AF&PA WOOD FRAME |
| | CONSTRUCTION MANUAL FOR ONE & TWO |
| | FAMILY - 1995 SBC HIGH WIND EDITION |
| | 1996 SHALL BE PERMITTED FOR APPLICABLE |
| | WOOD FRAME BUILDINGS OF GROUP 3 OCCU- |
| | PANCY FOR A BABIC WIND SPEED OF 146 MPH |
| | OR LESS IN EXPOSURE B AND 124MPH OR LESS |
| | IN EXPOSURE C IN ACCORDANCE WITH FIGURE |
| | 1606 AND SECTION 1606.1.8. |
| | |
| | 7)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. |
| | |
| | 8) 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) EXTERIOR SWING DOORS |
| | B) WINDOWS |
| | C) STORM SHUTTERS |
| | D) ROOF SHINGLES |
| | |
| | 9) 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. |
| | |
| | 10)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. |
| | |
| | 11) 1606.4.4 ANCHOR METHODS. PROVIDE |
| | INFORMATION FOR INSTALLATION OF DOOR |
| | AND WINDOW BUCKS. |
| | |
| | 12)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. |
| | |
| | 13) 2303.03 MOISTURE PROTECTION, APPLY |
| | A VAPOR BARRIER,AFTER COMPACTION OF |
| | SOILS AND TERMITE TREATMENT. |
| | |
| | 14) 2304.1.2 TERMITE TREAT SOILS BEFORE |
| | PLACEMENT OF CONCRETE. |
| | |
| | 15) 2304.2.5 CLEARENCE BETWEEN WOOD |
| | SHEATHING AND EARTH, 6" UNLESS WOOD |
| | SHEATHING IS PRESSURE TREATED. |
| | |
| | 16) UNDERLAYMENT APPLICATION, FOR ROOF |
| | SLOPES 2:12 UP TO 4:12, SEE SECTIONS |
| | 1&2. |
| | |
| | 17) PROVIDE HOLDDOWN INFORMATION, THE |
| | MANUFACTURER, MODEL FOR STUDS, TOP |
| | AND BOTTOM PLATES, MAGNITUDE OF FORCES |
| | BEING RESISTED, INCLUDING UPLIFT, GRAV- |
| | ITY & LATERAL LOADS. PLAN INDICATES THE |
| | USE OF RED HEAD BRAND ANCHORS, 3/8" |
| | BY 5" WHAT TYPE OF FASTENER, WEDGE, DROP |
| | INSLEEVE-ALL, OR MACHINE SCREW ANCHOR? |
| | IS THE 5" A WORKING LENGHT? SINCE THE |
| | ANCHOR SHALL BE WITHIN 2" OF THE EDGE |
| | HAS A DERATING FACTOR BEEN TAKEN? |
| | THE PLANS DO NOT GIVE THE ATTACHMENT OF |
| | THE TRUSSES TO THE EXISTING STRUCTURE |
| | NOR THE ADDITION.HEADER SIZES? |
| | |
| | THESE PLANS ARE INCOMPLETE AND ARE |
| | CONCEPTUAL IN NATURE. A COMPLETE REVIEW |
| | CAN NOT BE COMPLETED AT THIS TIME. |
| | FUTURE REVIEWS MAY INCLUDE DIFFERENT |
| | OR NEW COMMENTS. |
| | |
| | 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 |
