| Date |
Text |
| 2015-11-25 11:36:32 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 15090855 |
| | ADD: 1703 PALM BEACH LAKES SUITE # H03 |
| | CONT: TBD |
| | TEL: (561)348-4805 |
| | E-MAIL: [email protected] |
| | |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 2ND REVIEW |
| | DATE: WED. NOV. 25/2015 |
| | ACTION: DENIED |
| | |
| | 1)2ND REQUEST. |
| | 1A) SHEET A101 NOTES 13 & 15 SHOW A NEW EXTERIOR DOOR, |
| | TRANSOM & SIDELIGHT WINDOW. SHEET A401 SHOW THE |
| | ELEVATION AND DIMENSIONS FOR THE NEW OPENING. THIS |
| | REVIEW NO PRODUCT APPROVALS WERE SUBMITTED. PLEASE SHOW |
| | 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. SUBMIT (2) APPROVALS, ONLY 1 |
| | SUBMITTED, NOT REVIEWED BY THE DESIGNER OF |
| | RECORD. |
| | (B) WINDOWS. . SUBMIT (2) APPROVALS, ONLY 1 SUBMITTED, |
| | NOT REVIEWED BY THE DESIGNER OF RECORD. |
| | (C) PANEL WALLS: STOREFRONTS, WALL LOUVERS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES ( CURBS FOR INTAKE |
| | AND EXHAUST FANS). NO PRODUCT APPROVALS |
| | WERE SUBMITTED FOR THE ROOFING REPAIRS, CURBS NOR ROOF |
| | TOP FAN OR OTHER EQUIPMENT. |
| | |
| | 1B) SUBMIT (2) OF ALL PRODUCT APPROVALS. 107.1 GENERAL. |
| | SUBMITTAL DOCUMENTS CONSISTING OF CONSTRUCTION |
| | DOCUMENTS, STATEMENT OF SPECIAL INSPECTIONS, |
| | GEOTECHNICAL REPORT AND OTHER DATA SHALL BE SUBMITTED |
| | IN TWO OR MORE SETS WITH EACH PERMIT APPLICATION. |
| | |
| | 1C) 107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY DCA |
| | RULE 9N-3SHALL BE REVIEWED AND APPROVED IN WRITING BY |
| | THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR |
| | JURISDICTIONAL APPROVAL. |
| | |
| | 2) 2ND REQUEST. SEMI ?COMPLIED. WITH THE MENTION ABOVE |
| | OF THE NEW CURBS, ROOF TOP UNITS AND EXHAUST FANS IT |
| | WAS ASSUMED THAT ROOF TOP PRESSURES FOR ZONES 1, 2 & 3 |
| | WOULD BE SUBMITTED IN VULT AND VASD. |
| | |
| | 1ST ROUND OF COMMENTS. WITH THE NEW DOOR AND WINDOW |
| | OPENINGS PLEASE PROVIDE THE WIND DESIGN CRITERIA . |
| | 2014 FBC-B 1603.1.4 WIND DESIGN DATA. NOTE SHEET A101 |
| | REFERENCE?S THE WIND DESIGN OF 140, VASD, THIS WAS |
| | UNDER THE 2010 FBC. |
| | THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL |
| | BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE |
| | DESIGN OF THE LATERAL FORCE-RESISTING SYSTEM OF THE |
| | STRUCTURE: |
| | |
| | 2.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST), |
| | MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED, |
| | VASD, AS DETERMINED IN ACCORDANCE WITH SECTION |
| | 1609.3.1. |
| | |
| | 2.2. RISK CATEGORY. |
| | |
| | 2.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. |
| | |
| | 2.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 2.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR |
| | COMPONENT AND CLADDING MATERIALS NOT SPECIFICALLY |
| | DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL |
| | RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF (KN/ |
| | M2). |
| | |
| | 2.6TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT & |
| | EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE |
| | BUILDING. |
| | |
| | 2.7 PLEASE CONVERT PRESSURES FROM VULT TO VASD SINCE |
| | ALL OF THE TESTING FOR THE PRODUCT APPROVALS ARE IN |
| | VASD. 1609.3.1 WIND SPEED CONVERSION VULT TO VASD. |
| | |
| | 3) 2ND REQUEST. SHEET S1.0 TYPICAL ROOF TOP MECHANICAL |
| | UNIT SUPPORT. THIS DETAIL DOESN?T FIT THIS APPLICATION. |
| | THE ROOF TOP UNITS SIT ON A PRE-MANUFACTURED CURB. THIS |
| | DETAIL IS SIMILAR TO BACK WHEN 4X4 SLEEPERS WERE |
| | ATTACHED TO THE ROOF DECK WITH PITCH PANS. THE CODE |
| | REQUIRES EITHER CURBS FOR DOWN UNITS OR FOR REMOTE |
| | CONDENSING UNITS COMPLIANCE WITH 2014 FBC-B TABLE |
| | 1509.6.5 CLEARANCE BELOW RAISED ROOF MOUNTED MECHANICAL |
| | UNITS. |
| | 1ST REVIEW COMMENT. SHEET A301 & M103 BOTH SHOW GENERIC |
| | HOOD, INTAKE AND EXHAUST FANS AND CURBS. PLEASE PROVIDE |
| | THE STRUCTURAL DETAILS FOR THE RE-ENFORCEMENT OF THE |
| | BAR JOIST AND THE STEEL ANGLE IRON RE-ENFORCEMENT THAT |
| | WILL BE USED TO ANCHOR THE ROOF TOP CURB FOR BOTH THE |
| | INTAKE AND EXHAUST FANS. THIS WILL BE PART OF THE MWFRS |
| | MAIN WIND FORCE RESISTING SYSTEM. |
| | |
| | 4) 2ND REQUEST. PLEASE SHOW COMPLIANCE WITH ROOF TOP |
| | ACCESS TO THE MECHANICAL EQUIPMENT ON THE ROOF. |
| | A 11X17 SHEET WITH CUHACI & PETERSON ARCHITECTS ROOF |
| | PLAN WAS SUBMITTED. NOTE THIS SHEET WAS NOT SIGNED NOR |
| | SEALED. |
| | PLANS, SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS |
| | PREPARED BY THE DESIGN PROFESSIONAL AND BEING FILED FOR |
| | PUBLIC RECORD SHALL HAVE THE SIGNATURE AND SEAL OF THE |
| | DESIGN PROFESSIONAL AFFIXED TO THE DOCUMENT. |
| | FL ADMIN CODE 61G16.003 ARCHITECTS. |
| | THIS ROOFTOP PLAN DOES SHOW COMPLIANCE FOR ROOF TOP |
| | ACCESS. IF SIGNED AND SEALED IT WOULD MEET CODE |
| | COMPLIANCE. |
| | |
| | 1ST ROUND COMMENT. PLEASE SHOW COMPLIANCE WITH ROOF TOP |
| | ACCESS TO THE MECHANICAL EQUIPMENT ON THE ROOF. THE |
| | PLANS DO NOT INDICATE COMPLIANCE WITH: |
| | 2014 FBC-B 1509.6.4 EQUIPMENT AND APPLIANCES ON ROOFS |
| | OR ELEVATED STRUCTURES. |
| | WHERE EQUIPMENT AND APPLIANCES REQUIRING ACCESS ARE |
| | INSTALLED ON ROOFS OR ELEVATED STRUCTURES AT A HEIGHT |
| | EXCEEDING 16 FEET (4877 MM), SUCH ACCESS SHALL BE |
| | PROVIDED BY A PERMANENT APPROVED MEANS OF ACCESS, THE |
| | EXTENT OF WHICH SHALL BE FROM GRADE OR FLOOR LEVEL TO |
| | THE EQUIPMENT AND APPLIANCES? LEVEL SERVICE SPACE. SUCH |
| | ACCESS SHALL NOT REQUIRE CLIMBING OVER OBSTRUCTIONS |
| | GREATER THAN 30 INCHES (762 MM) HIGH OR WALKING ON |
| | ROOFS HAVING A SLOPE GREATER THAN 4 UNITS VERTICAL IN |
| | 12 UNITS HORIZONTAL (33-PERCENT SLOPE). |
| | PERMANENT LADDERS INSTALLED TO PROVIDE THE REQUIRED |
| | ACCESS SHALL COMPLY WITH THE FOLLOWING MINIMUM DESIGN |
| | CRITERIA: |
| | 1. THE SIDE RAILING SHALL EXTEND ABOVE THE PARAPET OR |
| | ROOF EDGE NOT LESS THAN 30 INCHES (762 MM). |
| | 2. LADDERS SHALL HAVE RUNG SPACING NOT TO EXCEED 14 |
| | INCHES (356 MM) ON CENTER. |
| | 3. LADDERS SHALL HAVE A TOE SPACING NOT LESS THAN |
| | 6-INCHES (152 MM) DEEP. |
| | 4. THERE SHALL BE A MINIMUM OF 18 INCHES (457 MM) |
| | BETWEEN RAILS. |
| | 5. RUNGS SHALL HAVE A MINIMUM 0.75-INCH (19 MM) |
| | DIAMETER AND BE CAPABLE OF WITHSTANDING A 300-POUND |
| | (136.1 KG) LOAD. |
| | 6. LADDERS OVER 30 FEET (9144 MM) IN HEIGHT SHALL BE |
| | PROVIDED WITH OFFSET SECTIONS AND LANDINGS CAPABLE OF |
| | WITHSTANDING 100 POUNDS PER SQUARE FOOT (488.2 KG/M2). |
| | 7. LADDERS SHALL BE PROTECTED AGAINST CORROSION BY |
| | APPROVED MEANS. CATWALKS INSTALLED TO PROVIDE THE |
| | REQUIRED ACCESS SHALL BE NOT LESS THAN 24-INCHES (610 |
| | MM) WIDE AND SHALL HAVE RAILINGS AS REQUIRED FOR |
| | SERVICE PLATFORMS |
| | |
| | 5) SEMI-COMPLIED. THE NEW S1.0 DOES PROVIDE DETAILS OF |
| | A ROOF TOP CONDENSING UNIT BEING TIED DOWN WITH CLIPS |
| | L2X2X16 GAX0?-4? LG. |
| | (2)@ EA. CORNER (8) TOTAL |
| | W/(2) # 10-16 TEK EACH LEG. |
| | THERE ARE 2 QUESTIONS, (1) TYPE OF MATERIAL ARE THE |
| | CLIPS? |
| | 2ND 8 ? X 11 SHEETS SIGNED AND SEALED BY NICHOLAS |
| | STEINERT DOES NOT REFERENCE HOW MANY SHEETS ARE COVERED |
| | UNDER THIS SEAL, NO INDEX ON THE SEALED SHEET |
| | (61G15-23.002(2) FL. ADMIN. CODE). THE LAST SHEET OF |
| | ENGINEERING REFERENCES CLIPS BUT THE SIZE AND MATERIAL |
| | OF THE CLIPS IS NOT PROVIDED. |
| | |
| | 1ST REVIEW COMMENT. NEITHER THE ARCHITECTURAL NOR |
| | MECHANICAL PLANS PROVIDE HOW THE ROOF TOP FANS ARE |
| | GOING TO BE ANCHORED TO THE CURB TO RESIST THE MOMENT |
| | OF OVERTURNING. COMPONENTS AND CLADDING. 1609.6.4.4.1. |
| | |
| | 6) COMPLIED. |
| | |
| | 7) NOTE ALL WIELDING ON THE ROOF FRAMING MEMBERS, BAR |
| | JOIST AND ROOF DECK WILL NEED 3RD PARTY CERTIFICATION |
| | FOR WELDS. 110.3.9.1 AFFIDAVIT FOR INSPECTION. WITH |
| | SPECIFIC PRIOR APPROVAL OF, AND IN A FORMAT ACCEPTABLE |
| | TO THE BUILDING OFFICIAL, AN AFFIDAVIT FOR |
| | CERTIFICATION OF INSPECTION MAY BE ACCEPTED FROM THE |
| | 3RD PARTY INSPECTOR. CONTACT KEN CONRAD MANAGER OF THE |
| | THRESHOLD & SPECIAL INSPECTOR PROGRAM. |
| | KEN CONRAD |
| | TEL: (561)805-6666 |
| | E-MAIL: [email protected] |
| | |
| | 8) 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 |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
