| Date |
Text |
| 2002-08-07 00:00:00 | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 02070573 |
| | ADD: 3024 GREENWOOD AVE |
| | CONT: O/B IKOEN, NOREEN |
| | TEL: (561)845-9462 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1)PROVIDE (2) COPIES OF ALL DRAWINGS |
| | SUBMITTALS (PRODUCT APPROVALS). |
| | |
| | 2)ALL INFORMATION, DRAWINGS, SPECIF- |
| | ICATIONS AND ACCOMPANYING DATA SHALL |
| | BEAR THE NAME AND SIGNATURE OF THE |
| | PERSON RESPONSIBLE FOR THE DESIGN. |
| | CITY AMENDMENTS 104.2.1 |
| | |
| | 3)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. |
| | |
| | 4)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) |
| | 7) ACCESSIBILITY REQUIREMENTS: |
| | SHOW / IDENTIFY ACCESSIBLE BATH |
| | |
| | 5)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. |
| | |
| | 6)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. |
| | |
| | 7)PROVIDE ENERGY CALCULATIONS AND |
| | EQUIPMENT SIZING CALCULATIONS (MANUAL J) |
| | AS REQUIRED BY THE 2001 FLORIDA ENERGY |
| | EFFICIENTCY CODE FOR BUILDING CONSTRUC- |
| | TION. FORM 600-C FOR ADDITIONS < 600'. |
| | DUE AT INSPECTION. |
| | |
| | 8)1606.4.4 ANCHOR METHODS. PROVIDE |
| | INFORMATION FOR INSTALLATION OF DOOR |
| | AND WINDOW BUCKS. |
| | |
| | 9)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. |
| | |
| | 10)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 REPORT FOR |
| | GLASS DOOR. |
| | |
| | 11)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. |
| | |
| | 12)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. |
| | |
| | 13)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. |
| | |
| | 14) 2304.5 CLEARENCE BETWEEN WOOD SIDING |
| | & EARTH ON THE EXTERIOR OF A BUILDING |
| | SHALL NOT BE LESS THAN 6" EXCEPT WHERE |
| | SIDING, SHEATHING AND FRAME WALL ARE OF |
| | APPROVED DURABLE WOOD OR APPROVED PRE- |
| | SERVATIVE TREATED WOOD. |
| | |
| | 15)2504.2.2 INSTALLATION OF EXTERIOR |
| | LATHING AND FRAMING SHALL COMPLY WITH |
| | ASTM C-1063. |
| | |
| | 16) FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | WALL SECTION INDICATED, IS THIS A EXIST- |
| | ING BLOCK KNEE WALL? IS THE FILLED CON- |
| | CRETE CELLS EXISTING? PLAN INDICATES |
| | SOME TYPE OF VERTICAL STEEL, SPACING? |
| | ALL TIE DOWN MATERIALS INDICATE THE |
| | MANUFACTURERER, TYPE AND ALLOWABLE LOADS |
| | TO BE RESISTED. |
| | |
| | 17)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 |
