| Date |
Text |
| 2017-06-27 09:06:40 | 2014 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 17060769 |
| | ADD: 1560 PALM BEACH LAKES BLVD. |
| | CONT: TBD/ TO BE DETERMINED |
| | TEL: 407-786-9724 |
| | E-MAIL: [email protected] |
| | |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 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. |
| | |
| | 1ST REVIEW |
| | DATE: MON. JUNE 26/ 2017 |
| | ACTION: DENIED |
| | |
| | 1) PLEASE PROVIDE A SURVEY WITH THE PROPOSED BUILDING |
| | LOCATION AND DISTANCES TO THE PROPERTY LINES SO |
| | COMPLIANCE WITH 2014 FBC-B TABLE 602 FOR FIRE |
| | RESISTANCE REQUIREMENTS FOR EXTERIOR WALLS BASED ON |
| | FIRE SEPARATION DISTANCE AND PERCENTAGE OF ALLOWABLE |
| | OPENINGS BASED ON FIRE SEPARATION PER TABLE 705.8. |
| | |
| | 2) THE SOILS REPORTS BY UNIVERSAL ENGINEERING SCIENCES |
| | DATED AUGUST 04/2016 UES REPORT NO. 13869 HAS A COPY OF |
| | A STAMPED SEAL AND SIGNATURE. |
| | 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 61G15-23.002 ENGINEERS. EFFECTIVE DATE |
| | 05/06/2009. (2)(A) EVERY SHEET OF PLANS AND PRINTS |
| | WHICH MUST BE SEALED UNDER THE PROVISIONS OF CHAPTER |
| | 471, F.S., SHALL BE SEALED, SIGNED AND DATED BY THE |
| | PROFESSIONAL ENGINEER IN RESPONSIBLE CHARGE. |
| | 3) THE SOILS REPORTS BY UNIVERSAL ENGINEERING SCIENCES |
| | DATED AUGUST 04/2016 UES REPORT NO. 13869 INDICATES |
| | THAT THREE SOILS SAMPLES TEST RESULT INDICATE ORGANIC |
| | CONTENTS RANGED FROM 10.7 TO 26.8 PERCENT AND MOISTURE |
| | CONTENTS RANGING FROM 50.6 TO 121 PERCENT. ORGANIC |
| | SOILS (10 PERCENT OR HIGHER) ENCOUNTERED IN STRUCTURAL |
| | AREAS SHOULD BE REMOVED AND REPLACED WITH GOOD QUALITY |
| | FILL. PLEASE PROVIDE WHICH SOILS ENGINEERING COMPANY |
| | WILL BE OVERSEEING THE REMOVAL AND REPLACEMENT OF GOOD |
| | QUALITY FILL IN ACCORDANCE TO THE SPECIFICATIONS AND |
| | PROCEDURES OUTLINED IN THE SITE PREPARATION SECTION OF |
| | THIS REPORT? 107.2.1.3 ADDITIONAL INFORMATION WILL BE |
| | REQUIRED. 2014 FBC-B 1803.4 QUALIFIED REPRESENTATIVE. |
| | |
| | 4) 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| | BUILDING CODE, CHAPTER 1, ADMINISTRATION, 110.3.9 OTHER |
| | INSPECTIONS SERVICES. THE BUILDING OFFICIAL MAY MAKE, |
| | OR CAUSE TO BE MADE BY OTHERS, THE INSPECTIONS REQUIRED |
| | BY SECTION 109. HE/SHE MAY ACCEPT REPORTS OF INSPECTORS |
| | OF RECOGNIZED INSPECTION SERVICES, PROVIDED THAT AFTER |
| | INVESTIGATION HE/SHE IS SATISFIED AS TO THEIR |
| | QUALIFICATIONS AND RELIABILITY. A CERTIFICATE CALLED |
| | FOR BY ANY PROVISION OF THE TECHNICAL CODES SHALL NOT |
| | BE BASED ON SUCH REPORTS UNLESS THE SAME ARE IN WRITING |
| | AND CERTIFIED BY A RESPONSIBLE OFFICER OF SUCH SERVICE. |
| | THE BUILDING OFFICIAL MAY REQUIRE THE OWNER TO EMPLOY |
| | AN INSPECTION SERVICE IN THE FOLLOWING INSTANCES: |
| | |
| | |
| | 1. FOR BUILDINGS OR ADDITIONS OF TYPE I OR II |
| | CONSTRUCTION |
| | 3. WHERE THE CONCRETE DESIGN IS BASED ON COMPRESSIVE |
| | STRENGTH (F ?C) IN EXCESS OF 3000 POUNDS PER SQUARE |
| | INCH |
| | 7. FOR BUILDINGS AND STRUCTURES OF UNUSUAL DESIGN OR |
| | METHODS OF CONSTRUCTION BOLTED AND WELDED CONNECTIONS. |
| | RESIDENT INSPECTOR WILL BE REQUIRED FROM FOUNDATION |
| | THROUGH ROOF FRAMING, ROOF DECKING, WINDOW FRAME AND |
| | GLAZING INSTALLATION. |
| | |
| | 4A) RESIDENT INSPECTOR FORMS MUST BE SIGNED BY ALL |
| | PARTIES NOTARIZED AND RETURNED TO THE BUILDING |
| | DEPARTMENT. |
| | FORMS SENT TO: [email protected] 06/27/2017 97:15 AM |
| | |
| | 4B) FOR THE RESIDENT INSPECTOR PLEASE PROVIDE A RESUME' |
| | OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE |
| | RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS |
| | SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE |
| | WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED, |
| | AN INTERVIEW WILL BE SCHEDULED |
| | |
| | 4C) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR |
| | HISTORY FOR THIS TYPE OF CONSTRUCTION. |
| | |
| | 4D) NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS ARE |
| | REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE, THE |
| | PERMIT LIBRARIAN WILL E-MAIL YOU, THE APPROVED AND |
| | BATCH STAMPED PLANS SO YOU MAY PRINT YOUR PLANS, TWO |
| | SETS OF PLANS WILL NEED TO BE PRINTED IN COLOR, (1) FOR |
| | THE RESIDENT INSPECTOR, THE OTHER FOR THE MEP |
| | INSPECTORS. |
| | |
| | 4E) 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| | BUILDING CODE, CHAPTER 1, ADMINISTRATION, 110.3.9 AND |
| | GUIDELINES AND POLICIES FOR PROJECTS CONCERNING |
| | RESIDENT INSPECTORS. COMMENT # 14. 3 COPIES OF ALL SHOP |
| | DRAWINGS (HANDRAILS, PRECAST JOINT AND SLABS, PRODUCT |
| | APPROVALS, TRUSSES, BAR JOIST, ETC.) MUST BE SUBMITTED |
| | TO THE BUILDING DEPARTMENT. TWO REVIEWED SETS OF |
| | DOCUMENTS WILL BE RETURNED TO THE JOB SITE BEFORE ANY |
| | OF THE ABOVE ARE INSTALLED ON THE JOB. |
| | |
| | 4F) PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED |
| | TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR |
| | IN-PROGRESS INSPECTIONS FOR AUDITING OF JOBSITE |
| | INSPECTIONS. |
| | |
| | 5) SHEETS A5.1 DETAILS 1 & 4, A5.2 DETAILS 1 & 3, A5.3 |
| | DETAILS 1, 2, &4, A6.2 DETAILS 1 & 2, S3.1, S3.2 & S3.3 |
| | ALL WILL NEED TO SHOW COMPLIANCE WITH 2014 FBC-B 1403.8 |
| | (5) & 2114.2. |
| | 2014 FBC-B 1403.8 (5). |
| | MASONRY VENEERS CONSTRUCTED IN ACCORDANCE WITH SECTION |
| | 2114.2. |
| | 2114.2 CONCRETE BEARING LEDGE. BRICK, STONE OR OTHER |
| | VENEER SHALL BE SUPPORTED BY A CONCRETE BEARING LEDGE |
| | AT LEAST EQUAL TO THE TOTAL THICKNESS OF THE BRICK, |
| | STONE OR OTHER VENEER, WHICH IS POURED INTEGRALLY WITH |
| | THE CONCRETE FOUNDATION. NO SUPPLEMENTAL CONCRETE |
| | FOUNDATION POURS WHICH WILL CREATE A HIDDEN COLD JOINT |
| | SHALL BE USED WITHOUT SUPPLEMENTAL TREATMENT IN THE |
| | FOUNDATION, UNLESS THERE IS AN APPROVED PHYSICAL |
| | BARRIER. AN APPROVED PHYSICAL BARRIER SHALL ALSO BE |
| | INSTALLED FROM BELOW THE WALL SILL PLATE OR FIRST BLOCK |
| | COURSE HORIZONTALLY TO EMBED IN A MORTAR JOINT. IF |
| | MASONRY VENEER EXTENDS BELOW GRADE, A TERMITE |
| | PROTECTIVE TREATMENT MUST BE APPLIED TO THE CAVITY |
| | CREATED BETWEEN THE VENEER AND THE FOUNDATION, IN LIEU |
| | OF A PHYSICAL BARRIER. |
| | EXCEPTION: VENEER SUPPORTED BY A SHELF, ANGLE OR LINTEL |
| | SECURED TO THE FOUNDATION SIDEWALL IN ACCORDANCE WITH |
| | TMS 402/ACI 530/ASCE 5, PROVIDED AT LEAST A 6-INCH (152 |
| | MM) CLEAR INSPECTION SPACE OF THE FOUNDATION SIDEWALL |
| | EXTERIOR EXIST BETWEEN THE VENEER AND THE TOP OF ANY |
| | SOIL, SOD, MULCH OR OTHER ORGANIC LANDSCAPING |
| | COMPONENT, DECK, APRON, PORCH, WALK OR ANY OTHER WORK |
| | IMMEDIATELY ADJACENT TO OR ADJOINING THE STRUCTURE. |
| | |
| | 6) 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 |
| | (B) WINDOWS & MULLIONS |
| | (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| | LOUVERS, EFIS SYSTEMS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES, CURBS, ROOF TOP |
| | VENTILATORS |
| | (G) PRE-ENGINEERED A/C STANDS |
| | |
| | 7) 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. |
| | |
| | 8) 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) 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, |
| | 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. FOR ALL ROOFING PRODUCTS 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. |
| | |
| | 10) 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. |
| | 1408.3 STRUCTURAL DESIGN. |
| | 1408.4 WEATHER RESISTANCE. |
| | 1408.4.1 EIFS WITH DRAINAGE. |
| | 408.4.1.1 WATER-RESISTIVE BARRIER. |
| | 1408.5 INSTALLATION. |
| | |
| | 11) SHEET A2.1 ON THE DOOR HARDWARE SCHEDULE ALL THE |
| | EXTERIOR DOORS SHOW HARDWARE GROUP 1 WITH PUSH/ PULL |
| | HARDWARE. PLEASE NOTE WHEN THE OCCUPANT LOAD IS 50 OR |
| | MORE OCCUPANCY SHALL NOT BE PROVIDED WITH A LATCH OR |
| | LOCK UNLESS IT IS PANIC HARDWARE OR FIRE EXIT HARDWARE. |
| | |
| | 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. |
| | |
| | 13) 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] |
| | |
| | |