| Date |
Text |
| 2020-01-28 09:45:18 | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 19101152 |
| | ADD: 300 CLEMATIS ST. 1ST FLOOR SUITE |
| | CONT: BUILTMORE CONTRACTING/ CBC |
| | TEL: 561-331-1476 |
| | E-MAIL: INFO: BUILTMORECONTRACTING.COM |
| | |
| | 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION. |
| | |
| | 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW |
| | CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES |
| | SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA |
| | BUILDING CODE, BUILDING. |
| | |
| | PLAN |
| | REVIEW COMMENTS |
| | 3RD REVIEW: FBC SIXTH EDITION (2017) |
| | ROBERT MCDOUGAL, CBO |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561) 805-6714 |
| | [email protected] |
| | |
| | DENIED BY BUILDING |
| | PLEASE ADDRESS THE ITEMS NOTED BELOW: |
| | |
| | 1) COMPLIED. |
| | |
| | 2) COMPLIED. |
| | |
| | 2E) THE REQUIRED SPECIAL INSPECTOR (STRUCTURAL) FORMS |
| | HAVE NOT BEEN SUBMITTED. (REPEAT COMMENT) PER OUR |
| | DISCUSSION A SPECIAL INSPECTOR WILL BE REQUIRED TO |
| | INSPECT THE STRUCTURAL WORK FOR THIS PROJECT. THIS WILL |
| | INCLUDE CUTTING AND REPLACING OF THE SLAB AT THE NEW |
| | RAMP AND THE STRUCTURAL STEEL WELDS. THIS BUILDING AND |
| | THE SCOPE OF WORK WILL QUALIFY FOR A RESIDENT |
| | INSPECTOR. WE WILL BE E-MAILING THE LISTED CONTACT THE |
| | GUIDELINES POLICIES AND FORMS TO BE FILED OUT AND |
| | RETURNED TO THE BUILDING DEPARTMENT FOR REVIEW AND |
| | APPROVAL. |
| | 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1, ADMINISTRATION, 110.3.9 OTHER |
| | INSPECTIONS SERVICES. THE BUILDING OFFICIAL MAY MAKE, |
| | OR CAUSE TO BE MADE BY OTHERS, THE INSPECTIONS REQUIRED |
| | BY SECTION 109. HE/SHE MAY ACCEPT REPORTS OF INSPECTORS |
| | OF RECOGNIZED INSPECTION SERVICES, PROVIDED THAT AFTER |
| | INVESTIGATION HE/SHE IS SATISFIED AS TO THEIR |
| | QUALIFICATIONS AND RELIABILITY. A CERTIFICATE CALLED |
| | FOR BY ANY PROVISION OF THE TECHNICAL CODES SHALL NOT |
| | BE BASED ON SUCH REPORTS UNLESS THE SAME ARE IN WRITING |
| | AND CERTIFIED BY A RESPONSIBLE OFFICER OF SUCH SERVICE. |
| | THE BUILDING OFFICIAL MAY REQUIRE THE OWNER TO EMPLOY |
| | AN INSPECTION SERVICE IN THE FOLLOWING INSTANCES: |
| | 1. FOR BUILDINGS OR ADDITIONS OF TYPE I OR II |
| | CONSTRUCTION. |
| | 2. FOR ALL MAJOR STRUCTURAL ALTERATIONS |
| | 5. FOR BUILDINGS WITH AREA GREATER THAN 20,000 SQUARE |
| | FOOT |
| | 6. FOR BUILDINGS MORE THAN 2 STORIES IN HEIGHT |
| | FORMS WERE E-MAILED TO: BUILTMORECONTRACTING.COM SENT: |
| | 9:08 AM WED. OCT. 30/2019 |
| | |
| | 3) COMPLIED. |
| | |
| | 4) COMPLIED. |
| | |
| | 5) COMPLIED. |
| | |
| | 6) COMPLIED. |
| | |
| | 7) COMPLIED. A SPECIAL INSPECTOR IS REQUIRED TO MONITOR |
| | THIS WORK. |
| | |
| | 8) COMPLIED. |
| | |
| | 9) COMPLIED. |
| | |
| | 10) COMPLIED. |
| | |
| | 10A) COMPLIED. |
| | |
| | 10C) COMPLIED. |
| | |
| | 10D) COMPLIED. |
| | |
| | 10E) N/A |
| | |
| | 11) COMPLIED. |
| | |
| | 12) COMPLIED. |
| | |
| | 13) COMPLIED. |
| | |
| | 14) COMPLIED. |
| | |
| | 15) COMPLIED. |
| | |
| | 16) COMPLIED. |
| | |
| | NEW COMMENTS. |
| | |
| | 17) SUBMIT TWO SETS OF THE MANUFACTURER'S |
| | SPECIFICATIONS AND INSTALLATION INSTRUCTIONS FOR THE |
| | LIQUID WATER-PROOFING MATERIAL THAT WILL BE USED AT THE |
| | EXTERIOR ADA RAMP. FBC 107.2.1.2 |
| | |
| | 18) ON SHEET S-2 THE EXIT DOOR AT THE EXIT PASSAGEWAY |
| | HAS A NOTE THAT REFERS TO SHEET S-3. THERE WAS NOT A |
| | SHEET S-3 IN THE PLANS. PLEASE CLARIFY. FBC 107.2.1 |
| | |
| | 19) SPECIFY THE DOOR SIZES, CAPACITY AND OCCUPANT LOADS |
| | FOR THE DOOR AT THE FOOT OF THE STAIRS TO THE EXIT |
| | PASSAGEWAY AND THE EXIT DOOR OF THE EXIT PASSAGEWAY. |
| | FBC 107.2.1 |
| | |
| | 20) THE SECTION 11/A501 AT THE NEW STRUCTURAL ADA RAMP |
| | DID NOT GET REVISED TO REFLECT THE MODIFICATIONS TO THE |
| | EXISTING 12" SLAB. PLEASE CORRECT. FBC 107.2.1 |
| | |
| | 21) THE PRODUCT APPROVAL (NOA NO. 14-0513.03) FOR DOOR |
| | D-11 HAS A MAXIMUM NEGATIVE DESIGN LOAD OF -75.0 PSF. |
| | THIS WILL NOT MEET THE REQUIRED NEGATIVE DESIGN LOAD OF |
| | -83.2 PSF THAT IS SPECIFIED ON SHEET A201. FBC 107.3.4 |
| | |
| | 22) THE ORIGINAL STRUCTURAL CALCULATIONS THAT INCLUDED |
| | THE NEW STEEL BEAM SUPPORTING CONCRETE SLAB, ALUMINUM |
| | MULLION DESIGN AND STAIR INFILL WERE NOT SIGNED, SEALED |
| | AND DATED BY THE ENGINEER AS REQUIRED BY 61G15-23.003. |
| | ENGINEERING PLANS, SPECIFICATIONS, REPORTS OR OTHER |
| | DOCUMENTS WHICH MUST BE SIGNED, DATED AND SEALED IN |
| | ACCORDANCE WITH THE PROVISIONS OF SECTION 471.025, |
| | F.S., AND RULE 61G15-23.001, F.A.C. MUST BE PHYSICALLY |
| | SIGNED, DATED AND SEALED AS PROVIDED HEREIN BY THE |
| | PROFESSIONAL ENGINEER IN RESPONSIBLE CHARGE. |
| | (1) THE LICENSEE SHALL SIGN BY HAND AN ORIGINAL OF THE |
| | LICENSEE?S SIGNATURE ON EACH PAGE REQUIRED TO BE |
| | SEALED. A SCANNED, FACSIMILE, DIGITALLY CREATED OR |
| | COPIED IMAGE OF THE LICENSEE?S SIGNATURE SHALL NOT BE |
| | USED. |
| | (2) THE LICENSEE MUST THEN USE A WET SEAL, A DIGITALLY |
| | CREATED SEAL, OR AN EMBOSSING SEAL PLACED PARTIALLY |
| | OVERLAPPING THE LICENSEE?S SIGNATURE ON EACH PAGE |
| | REQUIRED TO BE SEALED. THE PLACEMENT OF THE SEAL SHALL |
| | NOT RENDER THE SIGNATURE ILLEGIBLE. |
| | |
| | 23) SEPARATE PERMITS WILL BE REQUIRED FOR ITEMS SUCH AS |
| | AWNINGS, EXTERIOR SIGNS, RIGHT OF WAY PERMITS, ETC. |
| | |
| | 24) AN IMPACT FEE REVIEW IS REQUIRED. SEE IMPACT REVIEW |
| | STOP FOR ADDITIONAL INFORMATION. |
| | |
| | 25) WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A |
| | RESPONSE LETTER ADDRESSING EACH ITEM ALONG WITH THE |
| | CITY RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT |
| | CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE |
| | PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND |
| | KEEP THEM WITH THE SUBMITTALS. ADDITIONAL PLAN REVIEW |
| | COMMENTS MAY BE GENERATED WHEN MORE INFORMATION IS |
| | PROVIDED. |
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