| Date |
Text |
| 2017-08-09 08:26:10 | 2014 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 17050420 |
| | ADD: 5215 S. DIXIE HWY. |
| | CONT: TBD/ TO BE DETERMINED |
| | TEL: 561-523-1815 |
| | E-MAIL: [email protected] |
| | |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 1ST REVIEW |
| | DATE: TUES. AUGUST 08/2017 |
| | ACTION: DENIED |
| | |
| | 1) THE PLANS INDICATE THAT THERE IS A UNITY OF TITLE |
| | FOR LOTS 5215, 5207 S. DIXIE AND 407 PUTNAM RD. THE |
| | PERMIT APPLICATION ALSO STATES THAT THERE IS A UNITY OF |
| | TITLE ON FILE. A RECORDED COPY OF THE UNITY OF TITLE |
| | NEEDS TO BE SUBMITTED WITH THIS PLAN TO SHOW PROOF THAT |
| | THE BUILDING DOES NOT TRANSGRESS PROPERTY LINES. |
| | 2014 FBC-B TABLE 602. |
| | |
| | 2) 108.3* BUILDING PERMIT VALUATION. |
| | IF, IN THE OPINION OF THE BUILDING OFFICIAL, THE |
| | CLAIMED VALUATION OF BUILDING, ALTERATION, STRUCTURE, |
| | ELECTRICAL, GAS, MECHANICAL, OR PLUMBING SYSTEMS |
| | APPEARS TO BE UNDER ESTIMATED ON THE APPLICATION, THE |
| | PERMIT SHALL BE DENIED. FOR PERMITTING PURPOSES, |
| | VALUATION OF BUILDINGS AND SYSTEMS SHALL BE TOTAL |
| | REPLACEMENT PURPOSES, VALUATION OF BUILDINGS AND |
| | SYSTEMS SHALL BE THE TOTAL REPLACEMENT VALUE TO INCLUDE |
| | STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, INTERIOR |
| | FINISHES, NORMAL SITE WORK (EXCAVATION AND BACKFILL FOR |
| | BUILDINGS), ARCHITECTURAL AND DESIGN FEES, MARKETING |
| | COST, OVERHEAD AND PROFIT; EXCLUDING ONLY LAND VALUE. |
| | VALUATION REFERENCES MAY INCLUDE THE LATEST PUBLISHED |
| | DATA OF NATIONAL CONSTRUCTION COST ANALYSIS SERVICES |
| | WITH REGIONAL ADJUSTMENTS FOR LOCATION AS PUBLISHED BY |
| | THE INTERNATIONAL CODE CONGRESS. |
| | |
| | FEE VALUE LOW. BASED ON THE CURRENT IIC TABLES FEB. 01/ |
| | 2017 THE VALUES ARE AS STATED: |
| | BUILDING IIB/ FIRE SPRINKLERED |
| | VET OFFICE 1097 SQ. FT. X $161.91= $177,615.00 |
| | MERCANTILE 4083 SQ. FT. X $117.10= $478,119.00 |
| | TOTAL DOLLAR AMOUNT $655,734.00 |
| | |
| | PLEASE DEDUCT THE FIRE SPRINKLER FOR BUILDING ONLY, AND |
| | FIRE ALARM FOR BUILDING AND ANY LOW VOLTAGE PERMIT FOR |
| | THE BUILDING. THE MECHANICAL, ELECTRIC, PLUMBING AND |
| | ROOFING ARE EACH $80.00 SUB-PERMITS WITH THEIR VALUE |
| | UNDER THE PRIME PERMIT. |
| | |
| | ALL OTHER PERMITS FIRE SPRINKLER, FIRE ALARM, RACK |
| | STORAGE, EXHAUST HOODS, ANSUL SYSTEMS OR ALTERNATIVE |
| | AUTOMATIC FIRE-EXTINGUISHING SYSTEMS, WALK IN COOLERS & |
| | FREEZERS, ALL LOW VOLTAGE PERMITS, GENERATORS & FUEL |
| | TANKS, GAS PERMIT, POOL, JACUZZI AND ASSOCIATED |
| | SUB-PERMITS, AWNING, SCREEN ENCLOSURES, CANOPY, FENCE, |
| | LANDSCAPE, IRRIGATION, AUGER CAST PILE AND OR |
| | FOUNDATION OR STRUCTURE ONLY PERMIT WILL BE SEPARATE |
| | REVIEWS AND ASSOCIATED FEES WITH EACH PERMIT. |
| | PLEASE PROVIDE AN ITEMIZED LIST AND SUBTRACT THESE LINE |
| | ITEMS AND THEIR VALUE FROM THE OVERALL BUILDING VALUE |
| | STATED ON THE PERMIT APPLICATION FOR THIS PROJECT. THE |
| | REMAINING BALANCE WILL BE AFFECTIVELY THE VALUE OF THE |
| | BUILDING YOU WILL BE PAYING FOR THIS PERMIT. THE |
| | BUILDING DEPARTMENT DOES NOT WANT TO COLLECT TWICE FOR |
| | THE VALUE OF THESE SUB-PERMITS NOT COVERED UNDER THE |
| | PRIME OR MASTER PERMIT. |
| | |
| | 3) PLEASE BE AWARE OF PROBLEMS INVOLVED WITH THE PHASED |
| | PERMITTING; |
| | 3A) ONCE THE NEW ANIMAL HOSPITAL IS COMPLETE, THE |
| | CONTRACTOR HAS TO REQUEST A TCO, (TEMPORARY CERTIFICATE |
| | OF OCCUPANCY). A FEE OF $500.00 DOLLARS IS INVOLVED AND |
| | IS GOOD FOR ONLY 90 DAYS. IF THE REMAINDER OF THE |
| | BUILDING IS NOT COMPLETE WITHIN 90 DAYS A 2ND REQUEST |
| | FOR TCO WILL NEED TO CONTINUE TO OCCUPY THE ANIMAL |
| | HOSPITAL AND AN ADDITIONAL FEE OF $500.00 WOULD BE |
| | REQUIRED. IF AFTER (2) CERTIFICATES THE BUILDING IS NOT |
| | COMPLETE, THE CONTRACTOR WILL THEN NEED TO APPLY TO THE |
| | BOARD OF ADJUSTMENT AND APPEAL FOR THE CONTINUATION OF |
| | THE TCO, FEES ASSOCIATED WITH THE BOARD OF ADJUSTMENT & |
| | APPEAL ARE $100.00. |
| | |
| | 3B) A SECOND ISSUE IS HOW THE COUNTY IMPACT FEES ARE TO |
| | BE PAID FOR THE WHOLE BUILDING BEFORE THE DEMOLITION OF |
| | THE EXISTING BUILDING AND CREDITS THAT WOULD BE DUE. |
| | THE CONTRACTOR OR OWNER WILL NEED TO DISCUSS THIS WITH |
| | MR. SWOOP 561-233-2014 AT PALM BEACH COUNTY IMPACT FEE |
| | OFFICE. |
| | |
| | 3C) THE THIRD ISSUE THAT WILL NEED TO BE CORRECTED IS |
| | FOUND ON THE FS-1 PLAN. AS DEPICTED THE FIRE LINE WILL |
| | NOT BE INSTALLED UNTIL THE PHASE III SINCE IT IS SHOWN |
| | GOING THROUGH THE SOUTH END OF THE BUILDING. THE FIRE |
| | SPRINKLER WILL NEED TO BE IN THE ANIMAL HOSPITAL IN |
| | PHASE ONE! THE PLAN NEEDS TO BE ROUTED IN A WAY THAT |
| | THE FIRE LINE ENTERS THE BUILDING AT PHASE ONE AND THEN |
| | IS EXTENDED IN PHASE III. ADDITIONAL INFORMATION IS |
| | REQUIRED. |
| | |
| | 4) SHEET A 1.00 THE LIFE SAFETY PLAN: |
| | 4A) GENERAL LIFE SAFETY PLAN NOTE # 4 INDICATES THE |
| | MAXIMUM ELEVATION CHANGE AT ALL BUILDING ENTRANCE DOORS |
| | (INCLUDING THRESHOLDS) AND ALONG THE REQUIRED MEANS OF |
| | EGRESS SHALL BE EQUAL TO OR LESS THAN ? INCH. THE LIFE |
| | SAFETY PLAN DOES NOT PROVIDE EXIT SIGNS DIRECTING WHICH |
| | DOOR IS THE REQUIRED MEANS OF EGRESS. SHEET E2 SHOWS |
| | EXIT LIGHT AND BATTERY BACKUP LIGHTS OVER BOTH EXITS. |
| | THE COMMON PATH OF TRAVEL IS NOT EXCEEDED (75 FEET |
| | LIMIT). WHEN YOU GO TO THE C-1 SHEET SHOWS AT THE |
| | ANIMAL HOSPITAL, BAY # 1 AND BAY # 2 APPROXIMATELY A |
| | CHANGE IN GRADE FROM THE LANDING TO THE CITY SIDEWALK. |
| | THE ELEVATION TAGS ON SHEET C1 SHOW A 2 STEP RISERS |
| | APPROXIMATE 4 ? INCHES EACH. PLEASE SHOW THIS SAME |
| | CHANGE IN ELEVATION ON THE LIFE SAFETY PLAN A 1.00. |
| | |
| | 4B) WITH THE CHANGE IN GRADE AT THE EAST SIDE OF THE |
| | BUILDING AND CLOSENESS TO THE CITY SIDEWALK PLEASE |
| | PROVIDE HOW COMPLIANCE WILL BE MET WITH SECTION 1003.5 |
| | OF THE 2014 FBC-B OR EXCEPTION # 2? |
| | |
| | 4C) DEPENDING ON THE OUTCOME OF COMMENT 4B) IF THE RAMP |
| | METHOD OF COMPLIANCE IS NOT USED THEN PLEASE PROVIDE |
| | COMPLIANCE WITH SECTION 216.4.3 DIRECTIONAL SIGNAGE OF |
| | WHERE THE ACCESSIBLE ENTRANCE IS LOCATED. |
| | |
| | 5) SHEET C-1. FOR THE HANDICAPPED PARKING SPACE AND |
| | ACCESS AISLE PLEASE PROVIDE ELEVATION MARKERS AT THE |
| | FOUR CORNERS TO VERIFY COMPLIANCE WITH 2014 |
| | ACCESSIBILITY CODE 502.4 AND EXCEPTION SLOPES NOT |
| | STEEPER THAN 1:48 SHALL BE PERMITTED. |
| | |
| | 6) SHEETS A 4.00, A 4.01 & S1.4, NONE OF THESE SHEETS |
| | INDICATE THE SLOPE OF THE UPPER ROOF, WILL NEED THE |
| | SLOPE OF THE UPPER ROOF TO VERIFY PRESSURES ON THE |
| | UPPER ROOF, MEAN ROOF IS GIVEN, THANK YOU. 107.2.1.3 |
| | ADDITIONAL INFORMATION REQUIRED TO VERIFY PRESSURES. |
| | |
| | 7) SHEET S2.1 UPPER RIGHT CORNER OF THE SHEET, NOTES |
| | INDICATE THE USE OF 5/8 INCH PERFORMANCE RATED PLYWOOD. |
| | SHEET S3.3 NOTES 5 & 8 BOTH INDICATE THE USE OF 5/8 |
| | INCH PLYWOOD. THE DESIGNER OF RECORD HAS DESIGNED THIS |
| | BUILDING TO BE CONSTRUCTION TYPE II-B. IN THE 2014 |
| | FBC-B SECTION 603.1.1.1.3 FIRE RETARDANT TREATED WOOD |
| | SHALL BE PERMITTED IN ROOF CONSTRUCTION INCLUDING, |
| | GIRDERS, TRUSSES, FRAMING, AND DECKING. PLEASE CORRECT |
| | THE PLANS, TO FIRE RETARDANT TREATED WOOD. |
| | |
| | 8) SHEET S2.1 THE BOTTOM TOWER (SOUTH) HAS A WALL |
| | SECTION DETAIL # 8/ S3.2, PLEASE CORRECT FOR A WALL |
| | SECTION. TYPO, 107.2.1.3 ADDITIONAL INFORMATION IS |
| | REQUIRED. |
| | |
| | 9A) SHEET A 5.01 DETAIL # 3 THE UPPER ROOF DETAIL |
| | INDICATES SHEATHING IS TO BE ATTACHED TO PRE-FABRICATED |
| | WOOD TRUSSES OR METAL ROOF TRUSSES REFER TO STRUCTURAL |
| | DRAWINGS. 2014 WEST PALM BEACH AMENDMENTS TO THE |
| | FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION |
| | 107.2.1.3: W.P.B. ADMINISTRATIVE CODE/2014 DRAWINGS & |
| | SPECIFICATIONS SHALL CONTAIN INFORMATION, IN THE FORM |
| | OF NOTES OR OTHERWISE, AS TO THE QUALITY OF MATERIALS, |
| | WHERE QUALITY IS ESSENTIAL TO CONFORMITY WITH THE |
| | TECHNICAL CODES. SUCH INFORMATION SHALL BE SPECIFIC TO |
| | THE TECHNICAL CODES "SHALL NOT BE CITED AS A WHOLE OR |
| | IN PART, OR, NOR THE TERM "LEGAL" OR ITS EQUIVALENT BE |
| | USED AS A SUBSTITUTE FOR SPECIFIC INFORMATION". |
| | |
| | 9B) SHEET S2.2 IN THE HIGH ROOF FRAMING PLAN THE |
| | TRUSSES ARE INDICATED TO BE PRE-MANUFACTURED WOOD |
| | TRUSSES. TYPE II-B. PLEASE UPDATE PLANS THAT THE |
| | TRUSSES HAVE TO BE FIRE RETARDANT TREATED TRUSSES. WE |
| | WILL ALSO NEED CONFIRMATION FOR THE TRUSS PLANT THEY |
| | WILL BUILD WOOD FIRE RETARDANT TREATED WOOD TRUSSES |
| | BECAUSE OF THE FIRE RETARDANT IMPREGNATED TREATMENT. |
| | THAT THE SALTS WILL NOT AFFECT THE TEETH IN THE TRUSS |
| | PANEL FASTENERS. IN THE 2014 FBC-B SECTION 603.1.1.1.3 |
| | FIRE RETARDANT TREATED WOOD SHALL BE PERMITTED IN ROOF |
| | CONSTRUCTION INCLUDING, GIRDERS, TRUSSES, FRAMING, AND |
| | DECKING. PLEASE CORRECT THE PLANS, TO FIRE RETARDANT |
| | TREATED WOOD. |
| | 10) SHEET S3.2 SHOWS DETAIL # 8 THE CURB DETAIL FOR RTU |
| | SUPPORT. THE DETAIL DOES SHOW THE ATTACHMENT OF THE |
| | CURB TO THE ROOF FRAMING MEMBERS AND A MAXIMUM CURB |
| | HEIGHT OF 14 INCHES FROM THE FINISH ROOF DECK TO THE |
| | TOP OF THE CURB, THE DETAIL DOES NOT SHOW THE OVERLAP |
| | OF THE TOP OF THE RTU CURB, AS DETAILED ON M3. THE |
| | BOTTOM OF THE RTU UNIT (OVERLAP) HAS TO BE MOUNTED ON |
| | CURBS RAISED A MINIMUM OF 8 INCHES (203 MM) ABOVE THE |
| | ROOF SURFACE, OR WHERE ROOFING MATERIALS EXTEND BENEATH |
| | THE UNIT. FBC-B 1509.6.5 MECHANICAL UNITS. |
| | |
| | 11) SHEET M-3 ROOF TOP MOUNTING DETAIL SHOWS THE USE OF |
| | A HURRICANE STRAP BEING USED FOR ANCHORING OF THE RTU |
| | TO THE CURB. PLEASE PROVIDE THE MANUFACTURER OF THE |
| | STRAP DETAIL WHERE THIS IS AN APPROVED METHOD OF USE. |
| | IT APPEARS THE STRAP IS BEING BENT AT 90 DEGREE ANGLES. |
| | SPECIFY MANUFACTURER AND MODEL OF STRAP AND THE AMOUNT |
| | OF ANCHORS AND SIZE OF ANCHORS. |
| | FOR ALL ROOF TOP EQUIPMENT, CURBS 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. |
| | |
| | 12) SHEET A 5.00 NOTE 25 INDICATES THE USE OF 5/8 INCH |
| | DENSEGLASS SHEATHING, PROVIDE A PRODUCT APPROVAL |
| | SHOWING THE TESTING AND TO WHAT DESIGN PRESSURES THE |
| | DENSEGLASS CAN BE INSTALLED. 1609.6.4.4.1 COMPONENTS & |
| | CLADDING. |
| | |
| | 13) 2014 FBC-B 1609.1.2 PROTECTION OF OPENINGS, |
| | 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT |
| | OF COMMUNITY AFFAIRS, ADMINISTRATIVE CODE 61G20-3.005, |
| | RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS |
| | OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT |
| | APPROVALS: |
| | (31)(A) EXTERIOR DOORS ,MULLIONS & ROOF HATCHES. |
| | (B) WINDOWS & MULLIONS |
| | (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| | LOUVERS, EFIS SYSTEMS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES, FLAT AND SLOPED |
| | ROOFING, CURBS, ROOF TOP VENTILATORS |
| | |
| | 14) IDENTIFY GLAZING/ MULLIONS. PLEASE IDENTIFY ON THE |
| | PRODUCT APPROVAL BEFORE SUBMITTING TO DESIGNER OF |
| | RECORD AND BEFORE SUBMISSION TO THE BUILDING |
| | DEPARTMENT. FOR ALL PRODUCTS WITH GLAZING, PLEASE |
| | IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF GLAZING, |
| | MULLION INFORMATION IF REQUIRED, ATTACHMENTS AND |
| | ASSOCIATE PRESSURES FOR EACH OPENING SIZE. 2014 FBC-B |
| | 1405.13.1 INSTALLATION. WINDOWS AND DOORS SHALL BE |
| | INSTALLED IN ACCORDANCE WITH APPROVED MANUFACTURER?S |
| | INSTRUCTIONS. FASTENER SIZE AND SPACING SHALL BE |
| | PROVIDED IN SUCH INSTRUCTIONS AND SHALL BE CALCULATED |
| | BASED ON MAXIMUM LOADS AND SPACING USED IN THE TESTS. |
| | |
| | 15A) 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.. |
| | |
| | 15B) 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. |
| | |
| | 16) EFIS SYSTEMS: PLEASE PROVIDE THE PRODUCT APPROVAL |
| | FOR THE SYSTEM TO BE INSTALLED. PLEASE ALSO PROVIDE THE |
| | MANUFACTURERS INSTALLATION BROCHURE PROVIDING |
| | COMPLIANCE WITH 2014 FBC-B SECTIONS; |
| | 1408.2 PERFORMANCE CHARACTERISTICS. |
| | 1408.2 PERFORMANCE CHARACTERISTICS. |
| | 1408.3 STRUCTURAL DESIGN. |
| | 1408.4 WEATHER RESISTANCE. |
| | 1408.4.1 EIFS WITH DRAINAGE. |
| | 408.4.1.1 WATER-RESISTIVE BARRIER. |
| | 1408.5 INSTALLATION. |
| | |
| | 17) PLEASE NOTE SHEET A 7.01 SHOWS A 3 PLY ROOF SYSTEM |
| | AND THE USE OF RIGID INSULATION BOARD OVER CORRUGATED |
| | METAL DECKING. PLEASE SUPPLY THE INSULATION PRODUCT |
| | APPROVAL, DEPENDING ON THE TYPE OF INSULATION BOARD |
| | INSTALLED ADDITIONAL MANUFACTURERS SPECIFICATION WILL |
| | PROVIDE THE VARIOUS WAYS THE INSULATION BOARD CAN BE |
| | VENTILATED. NOTE THE DESIGNER OF RECORD HAS NOT |
| | SPECIFIED WHAT TYPE OF VENTING WILL BE REQUIRED FOR |
| | THIS PROJECT, NOR IS THERE ANY SPEC LISTED UNDER THE |
| | STEEL DECK S1.1. |
| | 107.2.1.2 FOR ROOF ASSEMBLIES REQUIRED BY THE CODE, THE |
| | CONSTRUCTION DOCUMENTS SHALL ILLUSTRATE, DESCRIBE AND |
| | DELINEATE THE TYPE OF ROOFING SYSTEM, MATERIALS, |
| | VENTING, FASTENING REQUIREMENTS, FLASHING REQUIREMENTS |
| | AND WIND RESISTANCE RATING THAT ARE REQUIRED TO BE |
| | INSTALLED. PRODUCT EVALUATION AND INSTALLATION SHALL |
| | INDICATE COMPLIANCE WITH THE WIND CRITERIA REQUIRED FOR |
| | THE SPECIFIC SITE. |
| | |
| | 18) FOR ALL ROOFING PRODUCTS (PRODUCT APPROVALS) PLEASE |
| | IDENTIFY ALL ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED |
| | PRESSURES FOR ROOF ZONE # 1. REVIEW THE PRODUCT |
| | APPROVAL LIMITATIONS, IF ENHANCED FASTENING IS ALLOWED |
| | FOR ROOF ZONES 2 & 3. FASTENER DENSITIES SHALL BE |
| | INCREASED FOR BOTH INSULATION & THE BASE SHEET AS |
| | CALCULATED IN COMPLIANCE WITH ROOFING APPLICATION |
| | STANDARDS RAS 117. CALCULATION PREPARED, SIGNED AND |
| | SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR |
| | REGISTERED ARCHITECT. 1609.6.4.4.1 COMPONENTS & |
| | CLADDING. |
| | 19) PLEASE PROVIDE THE PRODUCT APPROVAL AND |
| | INSTALLATION INSTRUCTIONS FOR THE ROOF TOP LADDER. 2014 |
| | FBC-B 1509.6.4 EQUIPMENT AND APPLIANCES ON ROOFS OR |
| | ELEVATED STRUCTURES. |
| | |
| | 20) 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. |
| | |
| | 21) WHEN RESUBMITTING PLANS PLEASE INDICATE THE |
| | REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES |
| | AS NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. 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 BN, PX, CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES |
| | DEPARTMENT |
| | 401 CLEMATIS ST. |
| | WEST PALM BEACH. FL 33402 |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
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