| Date |
Text |
| 2013-10-01 10:20:27 | BUILDING PLAN REVIEW |
| | PERMIT: 13090329 |
| | ADD: 5011 BROADWAY |
| | CONT: TO BE DETERMINED |
| | TEL: (305)331-1400 |
| | |
| | 2010 FLORIDA BUILDING CODE W |
| | * WEST PALM BEACH ADMINISTRATIVE AMENDMENTS TO THE |
| | FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 |
| | EDITION |
| | 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013. |
| | |
| | 2010 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: TUES. FEB. 25/2014 |
| | ACTION: DENIED |
| | |
| | 1) SHEET A-1: |
| | 1A) COMPLIED. |
| | MISSING TO WHAT EDITION OF CODE THIS BUILDING DESIGN |
| | AND PERMIT WERE DESIGNED TO, 2010 FBC-B, 2010 FL |
| | EXISTING BUILDING CODE & 2010 FL ACCESSIBILITY CODE, |
| | |
| | |
| | 1B) 2ND REQUEST , |
| | OCCUPANCY, EXIT & PLUMBING FACILITY DATA, MISSING THE |
| | MINIMUM BUILDING TYPE OF CONSTRUCTION 107.3.5.1.1(3) |
| | TABLE 503. |
| | LIFE SAFETY SHEET LS1 INDICATES THIS BUILDING IS |
| | DESIGNED AS A TYPE III PROTECTED/ IIIA (1 HOUR FIRE |
| | RATING) SEE FBC-B TABLE 601 FOR REQUIRED FIRE RATINGS |
| | FOR EXTERIOR WALLS PRIMARY STRUCTURAL FRAME, ROOF |
| | CONSTRUCTION AND SECONDARY MEMBERS, SEE FOOTNOTE B . |
| | SHEET A8 NOR S-2 STRUCTURAL NOTES # 9, DOES NOT |
| | INDICATE ANY RATING ON STRUCTURAL MEMBERS. |
| | |
| | 1C) 2ND REQUEST, |
| | WEST PALM BEACH ADMINISTRATIVE AMENDMENTS TO THE |
| | FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 |
| | EDITION |
| | 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS. |
| | 107.3.5.1 COMMERCIAL BUILDINGS: 107.3.5.1.1 BUILDING |
| | 5. FIRE SUPPRESSION SYSTEMS SHALL INCLUDE: |
| | SCHEMATIC FIRE SPRINKLERS |
| | STANDPIPES |
| | PRE-ENGINEERED SYSTEMS |
| | |
| | FIRE PROTECTION NOTES INDICATE THAT THE BUILDING IS TO |
| | BE FIRE SPRINKLERED, THE 2010 FBC-B 903.2.7 NEW WORK |
| | REQUIRES SPRINKLERS FOR MERCANTILE AREAS WITH A FIRE |
| | AREA GREATER THAN 12,000 SQ FT. NO FIRE SPRINKLER PLANS |
| | WERE SUBMITTED. 107.3.5.1.1( 5) FIRE SUPPRESSION. |
| | 1D) IS THERE GOING TO BE A NEW ROOF TO BE PUT ON UNDER |
| | THIS PROJECT, IF SO THIS WILL BECOME A LEVEL III |
| | ALTERATION AND WILL AFFECT FUTURE REVIEWS AND CODE |
| | REQUIREMENTS, THERE IS A NOTE THAT THE BACK OF THE |
| | BUILDING A NEW ROOF STRUCTURE AND ROOF TO BE APPLIED. |
| | SHEET A-12 NOTE ONE INDICATES TO ONLY TO REPAIR ALL NEW |
| | PENETRATIONS. REVIEW 2010 EXST BLDG CODE SECTION |
| | 611.1.1 NOT MORE THAN 25 PERCENT OF THE TOTAL ROOF AREA |
| | OR ROOF SECTION OF ANY EXISTING BUILDING OR STRUCTURE |
| | SHALL BE REPAIRED, REPLACED OR RECOVERED IN ANY 12 |
| | MONTH PERIOD UNLESS THE ENTIRE ROOFING SYSTEM OR ROOF |
| | SECTION CONFORMS TO REQUIREMENTS OF THIS CODE. |
| | |
| | 2) SHEET A-3: |
| | 2A-B) COMPLIED> |
| | |
| | 2C) 2ND REQUEST. FRONT ENTRY DOORS, INDICATE THEY ARE |
| | HORIZONTAL SLIDING DOORS, PLEASE PROVIDE COMPLIANCE |
| | WITH FBC-B 1008.1.10 |
| | 1008.1.10 PANIC AND FIRE EXIT HARDWARE. |
| | DOORS SERVING A GROUP H OCCUPANCY AND DOORS SERVING |
| | ROOMS OR SPACES WITH AN OCCUPANT LOAD OF 50 OR MORE IN |
| | A GROUP A OR E OCCUPANCY SHALL NOT BE PROVIDED WITH A |
| | LATCH OR LOCK UNLESS IT IS PANIC HARDWARE OR FIRE EXIT |
| | HARDWARE. |
| | NOA 13-0530 ARE A BREAK OUT DOOR, SHEET # 4 SHOWS |
| | HORIZONTAL MUTTINS, SHEET # 7 A 3 POINT KEYED DOOR. |
| | |
| | 3) SHEET A-4: |
| | 3A) PLANS SHOW THE CUSTOMER SERVICE COUNTER WITH A |
| | SYMBLE FOR ACCESSIBLILITY SIDE APPROACH BUT NO COUNTER |
| | HEIGHT IS GIVEN, SHEET A-10 DETAIL B INDICATES THE |
| | COUNTER HEIGHT OF 42 " PLEASE SHOW COMPLIANCE WITH 2010 |
| | ACCESS CODE 904.4.1 OR 904.4.2. |
| | |
| | 3B) PLEASE REVIEW THE SIDE APPROACH FOR THE DRINKING |
| | FOUNTAINS, THIS IS ONLY A EXCEPTION FOR CHILDRENS USE, |
| | SEE 2010 FL ACCESS CODE 602.2. 602.2 CLEAR FLOOR SPACE. |
| | UNITS SHALL HAVE A CLEAR FLOOR OR GROUND SPACE |
| | COMPLYING WITH 305 POSITIONED FOR A FORWARD APPROACH |
| | AND CENTERED ON THE UNIT. KNEE AND TOE CLEARANCE |
| | COMPLYING WITH 306 SHALL BE PROVIDED. THE PLANS SHOULD |
| | SHOW A FORWARD APPROACH AND CENTERED ON THE UNIT. |
| | |
| | 3C) 2ND REQUEST, |
| | NOTE 88 INDICATES THE USE OF PROPANE TANKS ON SITE (2) |
| | 100 GALLON ABOVE GROUND LP TANKS. [F] 414.6 OUTDOOR |
| | STORAGE, DISPENSING AND USE. |
| | THE OUTDOOR STORAGE, DISPENSING AND USE OF HAZARDOUS |
| | MATERIALS SHALL BE IN ACCORDANCE WITH THE FLORIDA FIRE |
| | PREVENTION CODE. |
| | PLEASE PROVIDE MSDS SHEETS. F] 414.6.1 WEATHER |
| | PROTECTION. |
| | WHERE WEATHER PROTECTION IS PROVIDED FOR SHELTERING |
| | OUTDOOR HAZARDOUS MATERIAL STORAGE OR USE AREAS, SUCH |
| | AREAS SHALL BE CONSIDERED OUTDOOR STORAGE OR USE WHEN |
| | THE WEATHER PROTECTION STRUCTURE COMPLIES WITH SECTIONS |
| | 414.6.1.1 THROUGH 414.6.1.3. |
| | |
| | 4) COMPLIED> |
| | SHEET A7DOOR & WINDOW ELEVATION FRONT ENTRY BY-PASS |
| | DOORS INDICATE A TRANSOM ABOVE, DETAIL 8 INDICATES THE |
| | USE OF A 4X6 STEEL TUBE, THE STRUCTURAL PLANS DO NOT |
| | INDICATE SUCH A DETAIL NOR DESIGN CONDITIONS. |
| | 2010 FBC-B 1715.5.5 MULLIONS OCCURRING BETWEEN |
| | INDIVIDUAL WINDOW AND GLASS DOOR ASSEMBLIES. 1715.5.5.1 |
| | MULLIONS. 1715.5.5.2 LOAD TRANSFER. |
| | 1715.5.5.3 DEFLECTION & 1715.5.5.4 STRUCTURAL SAFETY |
| | FACTOR. |
| | |
| | 5) PROVISO: |
| | SHEET A-8: |
| | 5A) NEW COOLERS AND FREZZERS ARE UNDER SEPARATE PERMIT. |
| | NOT PART OF THIS REVIEW. |
| | |
| | 5B) 2ND REQUEST, |
| | SHEET A8 & A11 BOTH INDICATE A NEW CONCRETE SLAB FOR |
| | THE ROOF DECK, TO SEE STRUCTURAL PLANS, NO ROOF DECK |
| | DETAIL? |
| | PLEASE PROVIDE A ROOF PLAN INDICATING WHICH PORTIONS OF |
| | THE ROOFFRAMING ARE BAR JOIST AND WHICH ARE 2X? AND |
| | THERE SPACING? 107.2.1.3 ADDITIONAL INFORMATION IS |
| | REQUIRED. |
| | |
| | 6) PROVISO> |
| | SHEET A-9 AWNINGS ARE UNDER A SEPARATE PERMIT, NOT PART |
| | OF THIS REVIEW AS WELL AS SIGNS. |
| | |
| | 7) S1 & S2: |
| | 7A) NEITHER S1 OR S2 SHOW A NEW ROOFING SYSTEM, SHEET |
| | A-1 & A-11 DETAIL A INDICATES BACK OF HOUSE FREZER |
| | LOCATION, EXISTING CBS WALLS W/ NEW ROOF STRUCTURE AND |
| | ROOFING. PART OF THE MWFRS NO INFORMATION AS TO DESIGN |
| | ON ANY ARCHITECTURAL NOR STRUCTURAL SHEETS. |
| | |
| | 7B)COMPLIED> |
| | WIND DESIGN. |
| | |
| | 8) COMPLIED> |
| | 2010 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS |
| | WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE |
| | REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF |
| | RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL. |
| | FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR |
| | SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS, |
| | SHOP DRAWINGS ETC.. |
| | |
| | 9) 2ND REQUEST, 2010 FBC-B 1609.1.2 PROTECTION OF |
| | OPENINGS, 1609.6.4.41 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.-AUTOMATIC BYPASS, |
| | |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES |
| | NO ROOFING APPAROVALS FOR WOOD DECK W/ WOOD JOIST |
| | |
| | NOA 13-0424.11 |
| | GAF CONVENTIONAL BUILT UP ROOF SYSTEM W/ CONCRETE DECK |
| | P. 12 |
| | DECK TYPE 31: CONCRETE DECK, INSULATED |
| | MAXIMUM DESIGN PRESSURE -162 PSF LIMITATION # 9 |
| | IF A ROOF OVER VERIFY ONE ROOFING SYSTEM, AND PULL TEST |
| | REQUIRED. |
| | |
| | (G) NO PRE-ENGINEERED A/C STANDS PRODUCT APPROVALS |
| | SUBMITTED. |
| | |
| | 10) SEMI-COMPLIED. |
| | THE FOLLOWING ITEMS WILL DEAL WITH ROOFING REPORTS BE |
| | ADVISED OF THE INFORMATION THAT WILL NEED TO BE |
| | HIGHLIGHTED BEFORE SUBMITTAL TO THE BUILDING |
| | DEPARTMENT; THIS ROOF IS MISSING OR NOT IN COMPLIANCE |
| | WITH THE FOLLOW ITEMS: |
| | (FLAT ROOF) |
| | ___ CONTRACTOR DID NOT PROVIDE THE MEAN ROOF HEIGHT. |
| | ___ CONTRACTOR DID NOT INDICATE THE ROOF PITCH. ___ |
| | CONTRACTOR FAILED TO INDICATE WHICH SYSTEM TO BE USED. |
| | ___ THE SYSTEM PROVIDED HAS A LOW PRESSURE FOR ZONE ___ |
| | . |
| | ___ THE SYSTEM PROVIDED STATES LIMITATION# 7, SHOULD |
| | THE FASTENER RESISTANCE BE LESS THAN THAT REQUIRED, AS |
| | DETERMINED BY THE |
| | BUILDING OFFICIAL, A REVISED FASTENER SPACING, PREPARED |
| | , SIGNED AND SEALED BY A FLORIDA REGISTERED |
| | PROFESSIONAL ENGINEER, REGISTERED |
| | ARCHITECT OR REGISTERED ROOF CONSULTANT MAY BE |
| | SUBMITTED. |
| | ___ THE SYSTEM PROVIDED INDICATES LIMITATION# 9, NO |
| | ENHANCED FASTENING ALLOWED. |
| | |
| | 11) 2ND REQUEST. |
| | WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION & |
| | REMOVE & 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] |
| | CONSTRUCTION SERVICES HOME PAGE |
| | HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP |
| | |
| | |
| | |
| | |
| | |
