| Date |
Text |
| 2002-08-13 00:00:00 | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 02060664 |
| | ADD: 228 9TH STREET |
| | CONT: TERRY SPARKS CONSTRUCTION |
| | TEL: (561)538-5218 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | *****BEDROOM/ BATH & EXERCISE ADD***** |
| | |
| | 1) FL BLD CODE 1804.2.2 QUESTIONABLE |
| | SOILS, WHERE THE BEARING CAPACITY IS |
| | NOT DEFINETLY KNOWN OR IS IN QUESTION. |
| | |
| | 2)PROVIDE ENERGY CALCULATIONS AND |
| | EQUIPMENT SIZING CALCULATIONS (MANUAL J) |
| | AS REQUIRED BY THE 2001 FLORIDA ENERGY |
| | EFFICIENTCY CODE FOR BUILDING CONSTRUC- |
| | TION. |
| | |
| | 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) 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) WINDOWS |
| | B) EXTERIOR DOORS W/ GLAZED OPENINGS |
| | C) STORM SHUTTERS |
| | D) ROOFING ASSEMBLIES |
| | |
| | 6)SITE SPECIFIC ENGINEERING (PRODUCT |
| | APPROVAL) REQUIRES THE WET SIGNATURE, |
| | DATE AND EMBOSSED SEAL OF THE ENGINEER |
| | CERTIFYING THE PRODUCT AND SIGNATURE |
| | AND SEAL OF THE DESIGN PROFESSIONAL |
| | OF RECORD. |
| | |
| | 7) 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. |
| | |
| | 8)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. |
| | |
| | 10) 1606.4.4 ANCHOR METHODS. PROVIDE |
| | INFORMATION FOR INSTALLATION OF DOOR |
| | AND WINDOW BUCKS. |
| | |
| | 11) FBC 1606.TRUSS & GIRDER LOADS, |
| | VERTICAL,HORIZONTAL AND GRAVITY LOADS, |
| | INDICATE ON TRUSS PLAN. INDICATE WITH |
| | ANCHOR SCHEDULE MANUFACTURE, MODEL & |
| | ALLOWABLE LOADS. |
| | 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. |
| | |
| | 12) FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, A-3 |
| | TYPICAL WALL SECTION INDICATES THE USE |
| | OF R-30 INSULATION, WILL NOT FIT INTO A |
| | 2X6 STUD WALL. |
| | |
| | 13) PLEASE INDICATE WHAT TYPE OF HOLD |
| | DOWN FASTENERS ARE TO BE USED ON SIDES |
| | WINDOWS & DOORS? |
| | |
| | 14) WALL SECTION INDICATES THE USE OF |
| | WOOD SUB-SHEATHING,WIRE LATH & STUCCO. |
| | 2304.2.5 TO PROVIDE A 6" AIR GAP BETWEEN |
| | GRADE AND SUBSHEATHING,AND STUCCO. |
| | STUCCO NO LONGER CAN DIE INTO THE SOILS |
| | WITH WOOD BACKING. |
| | |
| | 15)FL BLD CODE 2309.6 ATTIC ACCESS, PRO- |
| | VIDE ATTIC ACCESS 20"X36". |
| | |
| | 16)FL BLD CODE 2405.2 HAZARDOUS LOCATION |
| | PROVIDE SAFETY GLASS FOR THIS LOCATION: |
| | A) TUB |
| | B) SWING DOORS |
| | |
| | 17) 424.17.1.9 WHERE A WALL OF A DWELL- |
| | ING SERVES AS PART OF THE POOL BARRIER, |
| | SHOW SAFETY COMPLIANCE. |
| | 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. |
| | |
| | |
| | ***1 STORY COVERED PATIO*** |
| | |
| | 1) SHOW COMPLIANCE WITH TABLE 600 ISSUE |
| | 20 % OPENINGS. |
| | |
| | 2) 1606.2.4.MAIN WIND FORCE RESISTING |
| | SYSTEM. PLANS ARE AT BEST A RENDERING |
| | OF AN OPEN COVERED PATIO. NO INFORMATION |
| | IS OFFERED AS TO HOW WIND LOADING IS |
| | TRANSFERRED FROM THE FOUNDATION THROUGH |
| | TO THE ROOF? NO DETAILS FOR BEAMS, |
| | ROOF FRAMING, SHEATHING, ROOF ASSEMBLIES |
| | ETC!!!!!! |
| | |
| | 3) IS THERE AND EXISTING DOORWAY FROM |
| | THE BUILDING? |
| | |
| | NOTES IN GENERAL: |
| | |
| | 1) THE FOUNTAIN IN FRONT YARD SHALL RE- |
| | QUIRE A SEPERATE PERMIT. |
| | |
| | 2) FENCES AND EXTERIOR GARDEN OR PRIVACY |
| | WALLS REQUIRE A SEPERATE PERMIT, SUBMIT |
| | PLAN TO WATER DEPARTMENT FIRST FLOOR |
| | BEFORE SUBMITTING FOR PERMIT. |
| | |
| | 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 |
