Date |
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2020-04-29 10:02:32 | PLAN REVIEW - BUILDING |
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| CODES IN EFFECT: |
| 2017 FLORIDA BUILDING CODE, 6TH EDITION W/2017 WEST |
| PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, |
| CHAPTER 1 ADMINISTRATION |
| FBC RE = FLORIDA RESIDENTIAL CODE 2017 6TH EDITION |
| FBC CE = FLORIDA BUILDING CODE ENERGY CONSERVATION 2017 |
| 6TH EDITION |
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| 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] |
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| 1ST REVIEW |
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| RESULTS: DENIED |
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| YOUR SUBMITTAL IS DEFICIENT FOR THE REASONS LISTED |
| BELOW. |
| ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
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| 1. REIDENTIAL ELEVATORS AND PLATFORM LIFTS SHALL COMPLY |
| WITH ASME A17.1/CSA B44 AND FBC R 321.1 |
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| R321.1ELEVATORS. |
| WHERE PROVIDED, PASSENGER ELEVATORS, LIMITED-USE AND |
| LIMITED-APPLICATION ELEVATORS OR PRIVATE RESIDENCE |
| ELEVATORS SHALL COMPLY WITH ASME A17.1/CSA B44. |
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| 2. ADVISORY ONLY - |
| PROPOSED AREA OF CONSTRUCTION IS LOCATED IN A SPECIAL |
| FLOOD HAZAR ARE WITH A CLASSIFICATION OF FLOOD ZONE AE |
| WITH A BASE FLOOD ELEVATION OF 7.0 FEET NAVD. |
| CONSTRUCTION SHALL COMPLY WITH FBC R 322. |
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| R322.1.3FLOOD-RESISTANT CONSTRUCTION. |
| BUILDINGS AND STRUCTURES ERECTED IN AREAS PRONE TO |
| FLOODING SHALL BE CONSTRUCTED BY METHODS AND PRACTICES |
| THAT MINIMIZE FLOOD DAMAGE. |
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| 3. PROVIDE THE FOLLOWING INFORMATION ON SITE PLAN. |
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| 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 ON A BOUNDARY LINE SURVEY. |
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| 4. DESCRIPTION OF WORK ON APPLICATION STATES LOCATION |
| OF PROPOSED ELEVATOR IS LOCATED IN THE FRONT SIDE. SITE |
| PLAN INDICATES LOCATION OF ELEVATOR IS LOCATED IN THE |
| REAR SIDE. |
| PLEASE CLARIFY. |
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| 5. PROVIDE SOILS REPORT PER FBC 1803.1 |
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| FBC 1803.1 GENERAL.GEOTECHNICAL INVESTIGATIONS SHALL BE |
| CONDUCTED IN ACCORDANCE WITH SECTION 1803.2 AND |
| REPORTED IN ACCORDANCE WITH SECTION 1803.6. WHERE |
| REQUIRED BY THE BUILDING OFFICIAL OR WHERE GEOTECHNICAL |
| INVESTIGATIONS INVOLVE IN-SITU TESTING, LABORATORY |
| TESTING OR ENGINEERING CALCULATIONS, SUCH |
| INVESTIGATIONS SHALL BE CONDUCTED BY A REGISTERED |
| DESIGN PROFESSIONAL. |
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| 6. PROVIDE MANUFACTURERES INSTALLATION INSTRUCTIONS FOR |
| PROPOSED ELEVATOR. |
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| FBC 107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS. |
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| 7. PROVIDE PRODUCT APPROVAL/NOA FOR PROPOSED WINDOW |
| LINTELS. |
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| 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 LINTEL SUBMITTALS. |
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| 8. PROVIDE A STRUCTURAL DESIGN OF NEW WINDOW OPENINGS. |
| INCLUDE ROUGH OPENING DEMENSIONS AND DESIGN PRESSURES |
| FOR EACH OPENING. |
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| 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). |
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| 9. PLEASE REFERENCE PLAN PAGE SP1.0 SITE PLAN. CANNOT |
| READ GENERAL NOTES AND SQUARE FOOTAGE CALCULATIONS. |
| PLEASE UPLOAD NEW PLAN PAGE. |
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| FBC 107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS. |
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| PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED |
| MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. |
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| WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE |
| LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY |
| RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT |
| CORRECTED PAGES INTO SUBMITTAL AND LEAVE THE PREVIOUSLY |
| REVIEWED SHEETS DETACHED. |
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