| Date |
Text |
| 2021-01-08 15:04:39 | PLAN REVIEW / BUILDING |
| | CHRISTOPHER S. THROOP, C.B.O. |
| | PLANS EXAMINER BUILDING - PX3169 |
| | PLANS EXAMINER 1&2 FAMILY - SFP306 |
| | CONSTRUCTION SERVICES DIVISION |
| | TEL: 561-805-6726 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | CODES IN EFFECT: |
| | 2017 FLORIDA BUILDING CODE, 6TH EDITION W/2017 WEST |
| | PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, |
| | CHAPTER 1 ADMINISTRATION |
| | 2014 NEC |
| | |
| | 1ST REVIEW |
| | |
| | NOTICE: INSUFFICIENT INFORMATION TO COMPLETE REVIEW |
| | |
| | RESULTS: DENIED |
| | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
| | |
| | 1. SUBMIT ARCHITECTURAL PLANS FOR REVIEW. |
| | 107.2 CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS |
| | SHALL BE IN ACCORDANCE WITH SECTIONS107.2.1 THROUGH |
| | 107.2.5. |
| | |
| | 2. PROVIDE DESIGN CRITERIA. |
| | PROVIDE PROJECT DATA / DESIGN PARAMETERS: |
| | |
| | PROJECT DATA: 1&2 FAMILY DWELLING UNIT |
| | OCCUPANCY CLASSIFICATION R3 SFR |
| | SCOPE OF WORK |
| | |
| | DESIGN PARAMETERS: 2017 FBC EXISTING BUILDING |
| | 2017 FBC RESIDENTIAL |
| | 2014 NEC |
| | CONSTRUCTION TYPE: IIIB |
| | CLASSIFICATION OF WORK: ADDITION |
| | BUILDING CLASSIFICATION: ENCLOSED |
| | EXPOSURE CLASSIFICATION: C OR D |
| | RISK CATEGORY: II |
| | MEAN ROOF HEIGHT: |
| | |
| | SITE SPECIFIC DESIGN WIND LOADS PER: |
| | ASCE 7-10(VULT 170MPH 3 SEC GUST / VASD 132MPH) |
| | 2017 FBC R CHPT. 3 |
| | |
| | DESIGN WIND PRESSURES: |
| | WINDOWS AND DOORS ? ZONE 4 INT. / ZONE 5 CORNER |
| | (POSITVE/NEGATIVE) |
| | ROOF ? ZONE 1 (FIELD), ZONE 2 (EDGE), ZONE 3 (CORNERS) |
| | R301.2.1 WIND DESIGN CRITERIA. |
| | BUILDINGS AND PORTIONS THEREOF SHALL BE CONSTRUCTED IN |
| | ACCORDANCE WITH THE WIND PROVISIONS OF THIS CODE USING |
| | THE BASIC WIND SPEED IN TABLE R301.2(1) AS DETERMINED |
| | FROM FIGURE R301.2(4). |
| | |
| | 3. PROVIDE SITE DRAINAGE PLAN. |
| | PROVIDE A SITE PLAN. ? DRAINAGE/SURVEY |
| | 107.2.5 SITE PLAN. THE CONSTRUCTION DOCUMENTS SUBMITTED |
| | WITH THE APPLICATION FOR PERMIT SHALL BE ACCOMPANIED BY |
| | A SITE PLAN SHOWING TO SCALE THE SIZE AND LOCATION OF |
| | NEW CONSTRUCTION AND EXISTING STRUCTURES ON THE SITE, |
| | DISTANCES FROM LOT LINES, THE ESTABLISHED STREET GRADES |
| | AND THE PROPOSED FINISHED GRADES, DEPICTING THE |
| | PROPOSED LOT DRAINAGE AND, AS APPLICABLE, FLOOD HAZARD |
| | AREAS, FLOODWAYS, AND DESIGN FLOOD ELEVATIONS; AND IT |
| | SHALL BE DRAWN IN ACCORDANCE WITH AN ACCURATE AND |
| | INCLUDED BOUNDARY LINE SURVEY. |
| | |
| | 4. PROVIDE A SOILS REPORT. |
| | R401.4 SOIL TESTS. |
| | WHERE QUANTIFIABLE DATA CREATED BY ACCEPTED SOIL |
| | SCIENCE METHODOLOGIES INDICATE EXPANSIVE, COMPRESSIBLE, |
| | SHIFTING OR OTHER QUESTIONABLE SOIL CHARACTERISTICS ARE |
| | LIKELY TO BE PRESENT, THE BUILDING OFFICIAL SHALL |
| | DETERMINE WHETHER TO REQUIRE A SOIL TEST TO DETERMINE |
| | THE SOIL?S CHARACTERISTICS AT A PARTICULAR LOCATION. |
| | THIS TEST SHALL BE DONE BY AN APPROVED AGENCY USING AN |
| | APPROVED METHOD. |
| | |
| | 5. PROVIDE FINISHED FLOOR ELEVATION. |
| | R403.1.7.3 FOUNDATION ELEVATION. |
| | ON GRADED SITES, THE TOP OF ANY EXTERIOR FOUNDATION |
| | SHALL EXTEND ABOVE THE ELEVATION OF THE STREET GUTTER |
| | AT POINT OF DISCHARGE OR THE INLET OF AN APPROVED |
| | DRAINAGE DEVICE A MINIMUM OF 12 INCHES (305 MM) PLUS 2 |
| | PERCENT. ALTERNATE ELEVATIONS ARE PERMITTED SUBJECT TO |
| | THE APPROVAL OF THE BUILDING OFFICIAL, PROVIDED IT CAN |
| | BE DEMONSTRATED THAT REQUIRED DRAINAGE TO THE POINT OF |
| | DISCHARGE AND AWAY FROM THE STRUCTURE IS PROVIDED AT |
| | ALL LOCATIONS ON THE SITE. |
| | |
| | 6. PROVIDE A DOOR AND WINDOW SCHEDULE. |
| | WINDOW SCHEDULE |
| | 1. ITEM NUMBER/LOCATION ON |
| | PLAN/TYPE/MFGR./MATERIAL/GLASS/TREATMENT/ROUGH |
| | OPENING/IMPACT RESISTANT Y/N/PRODUCT APPROVAL |
| | NUMBER/NOA DESIGN PRESSURE RATING/OPENING |
| | REQUIRED/RESSURE RATING/EGRESS REQUIRED Y/N/SHUTTER |
| | REQUIRED Y/N |
| | |
| | DOOR SCHEDULE |
| | 1. ITEM NUMBERLOCATION ON |
| | PLAN/SIZE/THICKNESS/TYPE/MFGR./MATERIAL/JAM/ |
| | ROUGH OPENING/HARDWARE/NOA DESIGN PRESSURE |
| | RATING/OPENING REQUIRED/PRESSURE RATING/SHUTTER |
| | REQUIRED Y/N |
| | |
| | 7. PROVIDE PRODUCT APPROVALS. |
| | FBC 107.3.4 PROVIDE PRODUCT APPROVALS FOR THOSE |
| | PRODUCTS WHICH ARE REGULATED BY FAC RULE 9N-3 REVIEWED |
| | AND APPROVED IN WRITING BY THE DESIGNER OF RECORD. |
| | SPECIFICALLY, PROVIDE WINDOW AND DOOR SUBMITTALS. |
| | |
| | 8. VALUE CANNOT BE DETERMINED AT THIS TIME. ARCH. PLANS |
| | AND DESIGN CRITERIA REQUIRED. |
| | |
| | WHEN RESUBMITING, IT IS HELPFUL TO PROVIDE A RESPONSE |
| | LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY |
| | RE-SUBMITTAL FORM. |
| | |
| | PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED |
| | MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. |
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