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2016-07-27 15:18:55 | BUILDING PLAN REVIEW |
| W. P. B. PERMIT: 16040632 |
| ADD: 3001 OKEECHOBEE BLVD. |
| CONT: HEDRICK BROTHERS |
| TEL: 561-689-8880 |
| E-MAIL: [email protected] |
| |
| 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| ADMINISTRATION |
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| 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE. |
| ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND |
| SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE |
| FLORIDA BUILDING CODE, BUILDING. |
| |
| 2ND REVIEW |
| DATE: WED. JULY 27/ 2016 |
| ACTION: DENIED |
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| 1) 2ND REQUEST FOR WHAT AREA OF WORK IS TO BE COVERED |
| UNDER THIS PERMIT. THE PLANS DO INDICATE A 3 HOUR FIRE |
| WALL ON THE PLANS IN ONE AREA AND ONLY A 2 HOUR FIRE |
| WALL IN ANOTHER AREA. THE SHEET ALS1.1 DO NOT INDICATE |
| WHAT OCCUPANCIES ARE BEING SEPARATED BY THESE FIRE |
| WALLS. PLEASE NOTE THAT IN THE 2014 FBC ?B TABLE 706.4 |
| DOES HAVE THE FOOT NOTE (A) THAT ALLOWS FOR THE |
| REDUCTION OF 2 HOURS FOR THE OCCUPANCIES COVERED UNDER |
| THE FOOTNOTE (A) BUT IF THE AREA ON THE OTHER SIDE OF |
| THE FIREWALL IS A S1 OCCUPANCY MOTOR VEHICLE REPAIR |
| GARAGE, THEN THERE IS NO REDUCTION IN THE RATING OF THE |
| FIRE WALL, PLEASE REVIEW THE 2012 IBC-B TABLE 704.5 AND |
| CODE COMMENTARY. PLEASE PROVIDE A NARRATIVE AS TO THE |
| AREAS TO BE INCLUDED UNDER THE TYPE VB SPRINKLERED |
| CONSTRUCTION. |
| |
| PLEASE ALSO NOTE IN THE AREA INCREASES TABULATION THE |
| PLANS INDICATE THIS IS A 2 STORY BUILDING AND TAKING |
| 300 % ON AREA INCREASES. THE 300% AREA INCREASES CAN |
| ONLY BE TAKEN ON SINGLE STORY BUILDINGS, FOR |
| MULTI-STORY BUILDINGS ONLY 200 % INCREASE CAN BE TAKEN |
| FOR AUTOMATIC FIRE SPRINKLERS. PLEASE REVIEW THE 2012 |
| IBC-B CODE COMMENTARY FOR SECTION 506.3. PLEASE ALSO |
| REVIEW THE EQUATION 5-1 AND( AT) IN THE FIRST HALF OF |
| THE EQUATION. |
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| 1ST ROUND OF COMMENTS. THE PERMIT APPLICATION ADDRESS |
| AND PCN NUMBER INDICATES THE WORK IS TO BE COMPLETED AT |
| THE ADDRESS OF 3001 OKEECHOBEE BLVD. PLEASE DEFINE |
| WHERE THE NEW ADDITION ROOF LINE ON THE EAST SIDE WILL |
| END AND THE EXISTING ROOF LINE THE WEST SIDE OF THE OF |
| THE EXISTING BUILDING TO THE EAST WILL END SHEET A5.0.1 |
| DETAIL 2.. IT APPEARS THEY WILL BE ADJOINING AND |
| CREATING ONE LARGE BUILDING PLEASE PROVIDE COMPLIANCE |
| FOR NEW CONSTRUCTION, 2014 FBC-B TABLE 503, 503.1.2. |
| BUILDINGS ON THE SAME LOT AND 705.3 BUILDINGS ON THE |
| SAME LOT. COMPLIANCE WITH 508.3 NON-SEPARATED USE |
| CANNOT BE CONFIRMED UNTIL THE DISTANCE BETWEEN THE 2 |
| BUILDINGS CAN BE VERIFIED. 107.2.1.3 ADDITIONAL |
| INFORMATION IS REQUIRED TO DETERMINE CODE COMPLIANCE. |
| |
| 2) 2ND REQUEST. THE SOILS REPORT SUBMITTED IS NOT CLEAR |
| AS TO THE LOCATION WHERE THE TEST WAS COMPLETED. |
| THE REPORT PREPARED BY ARDAMAN & ASSOCIATES AAI FILE |
| NO. 16-1634 INDICATES IT IS FOR THE SCHUMACHER |
| AUTOGROUP DELRAY LLC THE ADDRESS OF 3031 OKEECHOBEE |
| BLVD WEST PALM BEACH. UNDER THE HEADING SITE LOCATION |
| IS INDICATED AS DELRAY BEACH FL. THE SITE VICINITY MAP |
| FIGURE NO. 1 IS DELRAY BEACH, FL. THE TEST LOCATION |
| PLAN FIGURE NO. 2 ALSO IS FOR THE DELRAY SCHUMACHER ? |
| RENOVATION PROJECT, DELRAY BEACH, FLORIDA. IT APPEARS |
| THIS REPORT IS FOR THE DELRAY BEACH JOBSITE LOCATION. |
| 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED. / 2014 |
| FBC-B 1803.5.2 QUESTIONABLE SOIL. |
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| 1ST ROUND OF COMMENTS. SHEET S4.1 UNDER THE HEADING OF |
| FOUNDATION NOTE 1A) THERE WAS A SOILS ENGINEERING |
| COMPLETED BY ARDAMAN & ASSOCIATES. NO SOILS REPORTS |
| WERE SUBMITTED, 2 ORIGINAL SIGNED AND SEALED REPORTS |
| NEED TO BE SUBMITTED FOR COMPLIANCE WITH: |
| 2014 FBC-B 1803.5.2 QUESTIONABLE SOIL. WHERE THE |
| CLASSIFICATION, STRENGTH OR COMPRESSIBILITY OF THE SOIL |
| IS IN DOUBT OR WHERE A LOAD-BEARING VALUE SUPERIOR TO |
| THAT SPECIFIED IN THIS CODE IS CLAIMED, THE BUILDING |
| OFFICIAL SHALL BE PERMITTED TO REQUIRE THAT A |
| GEOTECHNICAL INVESTIGATION BE CONDUCTED. |
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| 3) COMPLIED. |
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| 4) PLEASE PROVIDE COMPLIANCE WITH 2014 FLORIDA BUILDING |
| CODE W 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| BUILDING CODE, CHAPTER 1, ADMINISTRATION: |
| |
| BUILDING PROVISO: 106.1 LIVE LOADS POSTED. WHERE THE |
| LIVE LOADS FOR WHICH EACH FLOOR OR PORTION THEREOF OF A |
| COMMERCIAL OR INDUSTRIAL BUILDING IS OR HAS BEEN |
| DESIGNED TO EXCEED 50 PSF (2.40 KN/M2), SUCH DESIGN |
| LIVE LOADS SHALL BE CONSPICUOUSLY POSTED BY THE OWNER |
| IN THAT PART OF EACH STORY IN WHICH THEY APPLY, USING |
| DURABLE SIGNS. IT SHALL BE UNLAWFUL TO REMOVE OR DEFACE |
| SUCH NOTICES. |
| |
| BUILDING PROVISO: 106.2 ISSUANCE OF CERTIFICATE OF |
| OCCUPANCY. A CERTIFICATE OF OCCUPANCY REQUIRED BY |
| SECTION 111 SHALL NOT BE ISSUED UNTIL THE FLOOR LOAD |
| SIGNS, REQUIRED BY SECTION 106.1, HAVE BEEN INSTALLED. |
| |
| BUILDING PROVISO: 106.3 RESTRICTIONS ON LOADING. IT |
| SHALL BE UNLAWFUL TO PLACE, OR CAUSE OR PERMIT TO BE |
| PLACED, ON ANY FLOOR OR ROOF OF A BUILDING, STRUCTURE |
| OR PORTION THEREOF, A LOAD GREATER THAN IS PERMITTED BY |
| THIS CODE. |
| |
| 5) BUILDING PROVISO: SHEET S-2 THE PRE-ENGINEERED |
| MEZZANINE, STAIRS, HANDRAIL & GUARDRAIL SYSTEMS WILL |
| NEED THE DESIGN CRITERIA AS LISTED ABOVE IN COMMENT # 3 |
| AND WILL ALSO NEED TO BE REVIEWED BY THE ENGINEER OF |
| RECORD FOR CONFORMANCE WITH THEIR OVERALL DESIGN |
| STRUCTURALLY FOR THIS BUILDING AND FOR LOADING. FL |
| 61G-15-30.006 (3) THE DELEGATED ENGINEER SHALL FORWARD |
| THE DELEGATED ENGINEERING DOCUMENTS TO THE ENGINEER OF |
| RECORD FOR REVIEW. |
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| 6) BUILDING PROVISO: ROOF TOP FIXED LADDER |
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| 7)SEMI-COMPLIED. SHEET A1.1.2 SHOWS A LIFT TO THE UPPER |
| PARTS RACK STORAGE AREA. THE SQUARE FOOTAGE OF 1499 SQ. |
| FT./ 300= OCCUPANT LOAD OF 5, YOU ALWAYS ROUND UP WE DO |
| NOT HAVE PARTS OF OCCUPANTS YOU ALWAYS ROUND UP TO THE |
| NEXT WHOLE NUMBER. PLEASE NOTE SUBMIT THE MANUFACTURERS |
| SPECS ON THE EQUIPMENT FOR THIS ELEVATOR SYSTEM. 3001.2 |
| REFERENCED STANDARDS. |
| EXCEPT AS OTHERWISE PROVIDED FOR IN THIS CODE, THE |
| DESIGN, CONSTRUCTION, INSTALLATION, ALTERATION, REPAIR |
| AND MAINTENANCE OF ELEVATORS AND CONVEYING SYSTEMS AND |
| THEIR COMPONENTS SHALL CONFORM TO ASME A17.1/CSA B44, |
| ASME A17.3 AND ASME A18.1, ASME A90.1, ASME B20.1, ALI |
| ALCTV, AND ASCE 24 FOR CONSTRUCTION IN FLOOD HAZARD |
| AREAS ESTABLISHED IN SECTION 1612.3. THE DIVISION OF |
| HOTELS AND RESTAURANTS MAY GRANT EXCEPTIONS, VARIANCES |
| AND WAIVERS TO THE ELEVATOR SAFETY CODE AS AUTHORIZED |
| BY THE SAFETY CODE FOR ELEVATORS AND ESCALATORS (ASME |
| A17.1, SECTION 1.2) AND FLORIDA STATUTES (CHAPTER 120.) |
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| 1ST ROUND OF COMMENTS. PLEASE PROVIDE THE SQUARE |
| FOOTAGE FOR THIS AREA AND THE OCCUPANT LOAD TO SEE IF |
| THE PLATFORM LIFT HAS TO MEET THE REQUIREMENTS FOR |
| VERTICAL ACCESSIBILITY 206.7 .3 FOR NEW BUILDINGS. |
| PLEASE ALSO SUPPLY DOCUMENTATION THAT THE PLATFORM LIFT |
| SHALL COMPLY WITH ASME A18.1. |
| |
| 8) 2ND REQUEST. RESPONSE INDICATES WILL COMPLY. PLEASE |
| PROVIDE COMPLIANCE WITH 2014 FBC-B 1609.1.2 PROTECTION |
| OF OPENINGS, 1609.6.4.4.1..COMPONENTS & CLADDING. |
| FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV. |
| 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION |
| SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS: |
| (31)(A) EXTERIOR DOORS, ROOF TOP HATCHES. |
| (B) WINDOWS |
| (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| LOUVERS, EFIS SYSTEMS, |
| (D) ROOFING PRODUCTS AND ASSEMBLIES |
| (G) PRE-ENGINEERED A/C STANDS |
| |
| NOTE VASD PRESSURES FOUND ON S-4.2 ARE GOOD. IF EITHER |
| THE CONTRACTOR OR THE DESIGNER OF RECORD PREFER TO HAVE |
| THE PRODUCT APPROVALS TO BE DEFERRED SUBMITTALS PLEASE |
| DO SO WITHIN THE WRITTEN NARRATIVE RESPONSE. |
| 107.3.4.2 DEFERRED SUBMITTALS. FOR THE PURPOSES OF THIS |
| SECTION, DEFERRED SUBMITTALS ARE DEFINED AS THOSE |
| PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE |
| TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO |
| THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD. |
| DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR |
| APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED |
| DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST |
| THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS |
| FOR REVIEW BY THE BUILDING OFFICIAL. DOCUMENTS FOR |
| DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE |
| REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE |
| WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING |
| OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED |
| SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE |
| IN GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING. |
| THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED |
| UNTIL THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN |
| APPROVED BY THE BUILDING OFFICIAL. |
| |
| 9) 2ND REQUEST. RESPONSE INDICATES WILL COMPLY. |
| 107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY DCA |
| RULE 9N-3 SHALL BE REVIEWED AND APPROVED IN WRITING BY |
| THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR |
| JURISDICTIONAL APPROVAL. |
| |
| 10) SEMI-COMPLIED. SHEET S-4.1 PROVIDES A GENERIC ROOF |
| OPENING FRAMING DETAIL. PLANS INDICATE SEE MECHANICAL |
| PLANS FOR OPENING SIZE. PLEASE SEE DETAIL NOTE (14) # |
| 12 SMS PER BRACKET EQUALLY SPACED. WHAT THE PLANS DO |
| NOT INDICATE HOW MANY BRACKETS WILL BE REQUIRED. |
| SHEET M2.2 NOTE # 3 INDICATES THE ROOF TOP UNIT |
| GREENHECK SPUN ALUMINUM OUTSIDE AIR INTAKE GRSI-8 INCH, |
| PLEASE PROVIDE THE ACTUAL OPENING THROUGH THE ROOF FOR |
| THE ROOF FRAMING SIZE. |
| 1ST ROUND COMMENTS. THE STRUCTURAL SHEETS DO NOT |
| PROVIDE ROOF FRAMING DETAILS FOR THE ROOF TOP CURBS |
| REQUIRED FOR THE ROOFTOP EXHAUST FANS, NOR DOES THE |
| MECHANICAL PLANS. FOR ALL ROOF TOP EQUIPMENT, CURBS OR |
| A/C STANDS, DETAILED ATTACHMENT TO THE ROOF FRAMING & |
| DECK AS WELL AS FROM THE CURB OR ROOF STAND TO THE |
| EQUIPMENT ABOVE. 2014 FBC-B 1604.4 ANALYSIS. LOAD |
| EFFECTS ON STRUCTURAL MEMBERS AND THEIR CONNECTIONS |
| SHALL BE DETERMINED BY METHODS OF STRUCTURAL ANALYSIS |
| THAT TAKE INTO ACCOUNT EQUILIBRIUM, GENERAL STABILITY, |
| GEOMETRIC COMPATIBILITY AND BOTH SHORT- AND LONG-TERM |
| MATERIAL PROPERTIES. EVERY STRUCTURE SHALL BE DESIGNED |
| TO RESIST THE OVERTURNING EFFECTS CAUSED BY THE LATERAL |
| FORCES SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR |
| WIND LOADS? |
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| 11A) SHEET M2.1 KEY NOTE 1 INDICATES THE 2 A/C |
| CONDENSING UNITS ARE TO BE INSTALLED ON THE ROOF. |
| SUBMITTED IS A NOA 15-0902.05 REVIEWED BY DUANE MILLAR |
| FOR KAMM CONSULTING. INDICATES (A) REVIEWED NO |
| EXCEPTION TAKEN!!!!!! THE STRUCTURAL ENGINEEER OF |
| RECORD HAS NOT REVIEWED!!!! |
| PLEASE NOTE: |
| ** TECHNICAL SHEET 1 THE TYPE OF UNIT IS NOT IDENTIFIED |
| STANDARD UNIT, HD HEAVY DUTY ASSEMBLY, OR IS THIS A |
| CUSTOM ASSEMBLY. |
| ** SHEETS 3-8 HAVE NOT IDENTIFIED SEE STAND EXAMPLE |
| MECHANICAL UNIT/ STAND CRITERIA/ FACE AREA, NOTE |
| IDENTIFIED. |
| ** SHEET 9, 11,12 & 13 SHOW TIE DOWN FRAME ASSEMBLY & |
| UNIT TIE DOWN. 11, 12 & 13 ARE SPECIFIC TO RHEEM MODEL |
| NUMBERS!!! NOT IDENTIFIED. |
| **SHEET 10 IS THE ANCHORING OF THE A/C STAND TO ROOF |
| FRAMING ASSEMBLY, NOT IDENTIFIED. |
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| 11B) COMPLIED. 1013.6 MECHANICAL EQUIPMENT. |
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| 12) WHEN RESUBMITTING PLANS PLEASE INDICATE THE |
| REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES |
| AS NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL |
| REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE |
| REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION |
| PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO |
| EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED |
| COOPERATION. |
| |
| JAMES A. WITMER CBO |
| SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| CONSTRUCTION SERVICES DIVISION |
| DEVELOPMENT SERVICES DEPARTMENT |
| TEL: 561-805-6715 |
| FAX: 561-805-6676 |
| E-MAIL: [email protected] |
| |