| Date |
Text |
| 2012-04-25 10:59:21 | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 12030383 |
| | ADD: 1101 CHARLES ST |
| | CONT: CANCIO BUILDERS, INC |
| | TEL: (772)263-0169 |
| | |
| | 2007 FLORIDA BUILDING CODE W/ 2009 FBC SUPPLEMENTS |
| | * WEST PALM BEACH ADMINISTRATIVE AMENDMENTS |
| | |
| | 1 ST REVIEW |
| | ACTION: DENIED |
| | |
| | 1) 106.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS. |
| | THE EXAMINATION OF THE DOCUMENTS BY THE BUILDING |
| | OFFICIAL SHALL INCLUDE THE FOLLOWING MINIMUM CRITERIA |
| | AND DOCUMENTS: A FLOOR PLAN; SITE PLAN; FOUNDATION |
| | PLAN; FLOOR/ROOF FRAMING PLAN OR TRUSS LAYOUT; AND ALL |
| | EXTERIOR ELEVATIONS: |
| | |
| | COMMERCIAL BUILDINGS: |
| | |
| | BUILDING |
| | |
| | 1. SITE REQUIREMENTS: |
| | 1A) SITE PLAN NOR THE FLOOR PLAN PROVIDE THE FINISH |
| | FLOOR ELEVATION. THIS PROJECT IS LOCATED IN A FLOOD |
| | ZONE A9 WITH A FINISH FLOOR ELEVATION OF 13?-6? NGVD. |
| | FBC BUILDING 3110.1.2 / CITY OF WPB CODE OF ORDINANCES |
| | SECTION 94-546. STRUCTURE IS LOCATED IN AN "A" FLOOD |
| | ZONE. A FLOOD ELEVATION CERTIFICATE WILL BE REQUIRED. |
| | |
| | FEMA FORM OMB NO. 1660-0008 EXPIRES: |
| | MARCH 31, 2012. |
| | FEMA'S NEW ELEVATION CERTIFICATE (EC) WAS APPROVED FOR |
| | USE, EFFECTIVE MARCH 16, 2009, THROUGH MARCH 31, 2012. |
| | THE NEW EC WILL BE PHASED IN ON A VOLUNTARY BASIS UNTIL |
| | MARCH 31, 2010. ALTHOUGH THE OLD VERSION OF THE FORM IS |
| | NO LONGER AVAILABLE FOR DISTRIBUTION, EXISTING COPIES |
| | MAY BE USED UNTIL MARCH 31, 2010. ELEVATIONS CERTIFIED |
| | ON OR AFTER APRIL 1, 2010, MUST BE SUBMITTED ON THE NEW |
| | FORM. |
| | |
| | ADDITIONAL INFORMATION ON THE DIFFERENCES, THE NEW |
| | FORM, AND INSTRUCTIONS ARE AVAILABLE AT: |
| | HTTP://WWW.FEMA.GOV/BUSINESS/NFIP/ELVINST.SHTM |
| | |
| | 1B) TWO BUILDINGS ON THE SAME LOT IT APPEARS TO HAVE |
| | 15? BETWEEN BUILDINGS, THE SITE PLAN INDICATES THE |
| | EXISTING BUILDING AS A TYPE V, PLANS DO NOT INDICATE IF |
| | A OR B? |
| | |
| | 1C) THE SITE PLAN NEW BUILDING DOES NOT DECLARE THE |
| | MINIMUM BUILDING TYPE FOR THE NEW SANCTUARY? |
| | |
| | 1D) ARE THE TWO BUILDINGS TO BE CONSIDERED A SEPARATE |
| | BUILDING IN AREA PER FBC-B 503.1.2 OR IS THERE TO BE |
| | AND ASSUMED PROPERTY LINE? |
| | |
| | 2. SITE PLAN INDICATES THE USAGE OF THE BUILDING AS A |
| | NEW SANCTUARY DECLARE OCCUPANCY TYPE. |
| | |
| | 3. MINIMUM TYPE OF CONSTRUCTION SHALL BE DETERMINED |
| | (SEE TABLE 503). |
| | |
| | 4. FIRE-RESISTANT CONSTRUCTION REQUIREMENTS SHALL |
| | INCLUDE THE FOLLOWING COMPONENTS: |
| | |
| | 4A)FIRE-RESISTANT SEPARATIONS TABLE 602 |
| | |
| | 4B) FIRE-RESISTANT PROTECTION FOR TYPE OF CONSTRUCTION |
| | |
| | TABLE 6014C) PROTECTION OF OPENINGS TABLE 704.8 |
| | |
| | 5. IS THE BUILDING TO BE FIRE SPRIKLERED OR NOT? ARE |
| | FIRE SPRINKLERS REQUIRED? |
| | |
| | 6. OCCUPANCY LOAD/EGRESS REQUIREMENTS SHALL INCLUDE: |
| | OCCUPANCY LOAD |
| | GROSS |
| | NET |
| | MEANS OF EGRESS |
| | EXIT ACCESS |
| | EXIT |
| | EXIT DISCHARGE |
| | DOORS |
| | EMERGENCY LIGHTING AND EXIT SIGNS |
| | SPECIFIC OCCUPANCY REQUIREMENTS: PANIC HARDWARE FOR |
| | ASSEMBLY OVER 100 OCCUPANTS |
| | |
| | 7. STRUCTURAL REQUIREMENTS SHALL INCLUDE: |
| | |
| | 7.1) SOIL CONDITIONS/ANALYSIS 1802.4 INVESTIGATION. |
| | TERMITE PROTECTION 2603.8(1-2) |
| | |
| | 7.2) DESIGN LOADS: PLEASE PROVIDE THE MANUFACTURER SPEC |
| | & REPORTS FOR REWARD I-FORM PROVIDE CODE COMPLIANCE FOR |
| | USAGE IN A 140 MPH 3 SECOND GUST WIND ZONE. SHEET S1.01 |
| | FOUNDATION & WALL REINFORCEMENT PLAN ILLUSTRATES THE |
| | USES OF REINFORCEMENT PLACEMENT AS IF INSTALLED IN CMU |
| | (CONCRETE MASONRY UNIT) DESIGN. SHEET S1.02 INDICATES |
| | THE USAGE OF REWARD WALL SYSTEM, ENTIRELY DIFFERENT FOR |
| | THE ABOVE MENTIONED. |
| | |
| | PLEASE PROVIDE COMPLIANCE WITH FBC-B 1918.(1 & 2) |
| | .1918.1 REINFORCED CONCRETE COMPONENTS. THE DESIGN AND |
| | CONSTRUCTION OF REINFORCED CONCRETE COMPONENTS FOR |
| | BUILDINGS SITED IN AREAS WITH A BASIC WIND SPEED |
| | GREATER THAN 100 MPH (45 M/S) IN ACCORDANCE WITH FIGURE |
| | 1609 SHALL CONFORM TO THE REQUIREMENTS OF ACI 318 OR |
| | WITH SECTION 1609.1.1, EXCEPTION 3, AS APPLICABLE, |
| | EXCEPT AS MODIFIED IN THIS SECTION |
| | 1918.2 INSULATED CONCRETE FORM WALL. INSULATED CONCRETE |
| | FORM (ICF) WALL CONSTRUCTION FOR BUILDINGS SHALL BE IN |
| | ACCORDANCE WITH ACI 318 OR WITH SECTION 1609.1.1, |
| | EXCEPTION 3, AS APPLICABLE. |
| | PLEASE NOTE THAT EXEMPTION 3 ALLOWS FOR THE DESIGN |
| | GUIDE IBHS GUIDELINES FOR HURRICANE RESISTANT |
| | CONSTRUCTION PROVIDES A PRESCRIPTIVE REQUIREMENTS FOR |
| | BUILDINGS OF R2 & R3 OCCUPANCIES. |
| | |
| | THE DESIGNER DOES HAVE THE OPTION OF FBC-B 104.9 |
| | APPROVED MATERIALS AND EQUIPMENT. MATERIALS, EQUIPMENT |
| | AND DEVICES APPROVED BY THE BUILDING OFFICIAL SHALL BE |
| | CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH SUCH |
| | APPROVAL. |
| | |
| | 104.9.1 USED MATERIALS AND EQUIPMENT. THE USE OF USED |
| | MATERIALS WHICH MEET THE REQUIREMENTS OF THIS CODE FOR |
| | NEW MATERIALS IS PERMITTED. USED EQUIPMENT AND DEVICES |
| | SHALL NOT BE REUSED UNLESS APPROVED BY THE BUILDING |
| | OFFICIAL. |
| | |
| | 7.3) WIND REQUIREMENTS ARE SHOWN ON SHEET S1.01: |
| | 7.3.1) THE WIND DESIGN IS SHOWN TO HAVE AN EXPOSURE |
| | ?B?, PLEASE REVIEW SECTION 1609.4.3 EXPOSURE |
| | CATEGORIES, EXPOSURE C. |
| | |
| | THIS EXPOSURE SHALL ALSO APPLY TO ANY BUILDING LOCATED |
| | WITHIN EXPOSURE B-TYPE TERRAIN WHERE THE BUILDING IS |
| | WITHIN 100 FEET HORIZONTALLY IN ANY DIRECTION OF OPEN |
| | AREAS OF EXPOSURE C-TYPE TERRAIN THAT EXTENDS MORE THAN |
| | 600 FEET (182.9 M) AND WIDTH GREATER THAN 150 FT. IN |
| | THE UPWIND DIRECTION. |
| | |
| | 7.3.2 BUILDING ENVELOPE: MULTIPLE ISSUES: |
| | COMPONENTS & CLADDING ,1609, WALL OPENINGS, PRESSURES |
| | WILL BE GREATER FOR A ?C? EXPOSURE WITH HEIGHT |
| | MULTIPLIERS OF 1.35 FOR A BUILDING WITH A MEAN ROOF |
| | HEIGHT OF 25 FEET. PLEASE PROVIDE PRESSURES FOR 10 SQ |
| | FT FOR BOTH ZONES 4 & 5 SINCE THESE ARE THE WORST CASE |
| | FOR INTERIOR ZONES AND END ZONES. FURTHER |
| | IDENTIFICATION OF EFFECTIVE WIND AREA (20 SQ FT, 50 SQ |
| | FT) AND ASSOCIATED PRESSURES WOULD BE APPRECIATED. |
| | |
| | PLEASE PROVIDE ROOF PRESSURES FOR ZONES 1,2 &3 FOR BOTH |
| | THE SLOPED ROOF AND FLAT ROOF. |
| | |
| | 7.3.3 106.3.3 PRODUCT APPROVALS. THOSE PRODUCTS WHICH |
| | ARE REGULATED BY THE DCA RULE 9B-72 SHALL BE REVIEWED |
| | AND APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR |
| | TO SUBMITTAL FOR JURISDICTIONAL APPROVAL. |
| | |
| | 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. |
| | (B) WINDOWS |
| | (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| | LOUVERS, EFIS SYSTEMS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES |
| | (E) SHUTTERS |
| | (G) PRE-ENGINEERED A/C STANDS |
| | |
| | 7.4 STRUCTURAL CALCULATIONS: WALL SYSTEMS 1918.2 |
| | INSULATED CONCRETE FORM WALL SYSTEM. |
| | |
| | 7.5) FOUNDATION: FOUNDATION DESIGN MAY VERY DEPENDING |
| | ON THE TYPE OF WALL SYSTEM |
| | |
| | 7.6) ROOF SYSTEMS : SHEET A-2.01 INDICATES THE TYPE OF |
| | TRUSS TO BE INSTALLED, WITH CATHEDRAL CEILING BUT NO |
| | ROOF PLAN IDENTIFYING TRUSSES, LOADS TO BE RESISTED, |
| | UPLIFT, SLIDING AND GRAVITY LOADS, PART OF THE MWFRS |
| | (MAIN WIND FORCE RESISTING SYSTEM). 1609 WIND . |
| | |
| | 8). MATERIALS SHALL BE REVIEWED AND SHALL AT A MINIMUM |
| | INCLUDE THE FOLLOWING: |
| | 8.1) FOAM INSULATION TO COMPLY WITH FBC-B 2603.4 |
| | THERMAL BARRIER REQUIREMENTS. |
| | |
| | 8.2 HOW THE INTERIOR WALLS WILL BE ATTACHED TO THE FOAM |
| | INSULATING BLOCKS? |
| | |
| | 8.3 PLANS ARE SILENT ON WHAT TYPE OF INSULATION TO BE |
| | INSTALLED AT THE ROOF SYSTEM, PLEASE NOTE THE PITCH OF |
| | THE BOTTOM CHORD OF THE TRUSS. |
| | |
| | 9) PLEASE PROVIDE ENERGY CALCULATIONS FOR THE PROJECT |
| | FBC-B 13-400.0 METHODS OF COMPLIANCE . |
| | |
| | |
| | 10). INTERIOR REQUIREMENTS SHALL INCLUDE THE FOLLOWING: |
| | INTERIOR FINISHES PER TABLE 803.5. |
| | |
| | 11) SHEET A-2.1 INDICATES THE USE OR INSTALATION OF A |
| | STEEPLE ON THE ROOF, NO DETAILS AS TO THE STRUCTURAL |
| | TIE DOWN NOR MANUFACTURER SPEC. 106.1.2 ADDITIONAL |
| | INFORMATION REQUIRED. |
| | |
| | 12)) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, |
| | IMPACT FEES MUST BE PAID TO PALM BEACH COUNTY. THE |
| | ACTUAL PERMIT SET OF PLANS MUST BE STAMPED BY THAT |
| | OFFICE, AND A COPY OF THE PAID RECEIPT ATTACHED TO THE |
| | PERMIT APPLICATION. PLEASE CALL (561)233-5025 FOR MORE |
| | INFORMATION. |
| | |
| | A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A |
| | RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| | ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| | THIS REVIEW. |
| | |
| | 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 |
| | |
