| Date |
Text |
| 2019-02-15 13:15:30 | ****CORRECTIONS**** |
| | W.P.B. PERMIT: 19020102 |
| | REVIEWED: FEBRUARY 15, 2019 |
| | |
| | DYLAN BATTLES |
| | BUILDING PLANS EXAMINER PX4191 |
| | [email protected] |
| | 561-805-6718 |
| | |
| | FBC[AMENDED] = FLORIDA BUILDING CODE,5TH EDITION (2014) |
| | FBC[B] = FBC BUILDING |
| | FBC[A] = FBC ACCESSIBILITY |
| | FBC[E] = FBC ENERGY CONSERVATION |
| | |
| | 1. 107.2.1 FBC[AMENDED] PLACE A DIGITALLY CREATED IMAGE |
| | OF YOUR SEAL AND THE FOLLOWING SENTENCES WHERE AN |
| | ORIGINAL SIGNATURE WOULD APPEAR IF THE ITEM WERE BEING |
| | PHYSICALLY SIGNED DATED AND SEALED. THE SENTENCES CAN |
| | BE PART OF THE DIGITAL SIGNATURE CUSTOM APPEARANCE |
| | AVAILABLE IN THE SIGNING TOOL, OR THEY CAN BE PLACED ON |
| | THE DOCUMENT OUTSIDE OF THE DIGITAL SIGNATURE BLOCK. |
| | THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY |
| | [LICENSEE, RA, OR LS] ON THE DATE AND/OR TIME STAMP |
| | SHOWN USING A DIGITAL SIGNATURE. |
| | -PLEASE ADD A DIGITALLY CREATED IMAGE OF YOUR SEAL TO |
| | COVER, INDEX AND (ALS) SHEETS. STRUCTURAL SHEETS ARE |
| | OK. |
| | |
| | 2. 1603.1 FBC[B] GENERAL. CONSTRUCTION DOCUMENTS SHALL |
| | SHOW THE SIZE, SECTION AND RELATIVE LOCATIONS OF |
| | STRUCTURAL MEMBERS WITH FLOOR LEVELS, COLUMN CENTERS |
| | AND OFFSETS DIMENSIONED. THE DESIGN LOADS AND OTHER |
| | INFORMATION PERTINENT TO THE STRUCTURAL DESIGN REQUIRED |
| | BY SECTIONS 1603.1.1 THROUGH 1603.1.8 SHALL BE |
| | INDICATED ON THE CONSTRUCTION DOCUMENTS. EXCEPTION: |
| | CONSTRUCTION DOCUMENTS FOR BUILDINGS CONSTRUCTED IN |
| | ACCORDANCE WITH THE CONVENTIONAL LIGHT-FRAME |
| | CONSTRUCTION PROVISIONS OF SECTION 2308 (SEE 1603.1 FOR |
| | LIGHT STEEL FRAME EXCEPTION AND REQUIREMENTS) |
| | 107.2.6 STRUCTURAL INFORMATION. THE CONSTRUCTION |
| | DOCUMENTS SHALL PROVIDE THE INFORMATION SPECIFIED IN |
| | SECTION 1603. |
| | 1604.3 FBC[B] TABLE 1604.3 DEFLECTION LIMITS. |
| | 1604.3.1 FBC[B] DEFLECTIONS. THE DEFLECTIONS OF |
| | STRUCTURAL MEMBERS SHALL NOT EXCEED THE MORE |
| | RESTRICTIVE OF THE LIMITATIONS OF SECTIONS 1604.3.2 |
| | THROUGH 1604.3.5 OR THAT PERMITTED BY TABLE 1604.3. |
| | -PROVIDE STRUCTURAL CALCULATIONS TO INCLUDE |
| | DEFLECTIONS LIMITATIONS. |
| | PLEASE ADD STRUCTURAL DESIGN CALCULATIONS TO SUPPORTING |
| | DOCUMENTS FOLDER IN PROJECTDOX. |
| | |
| | 3. 107.3.5 FBC[AMENDED] PLEASE ADD THE WIND TUNNEL |
| | REPORTS THE MAIN WIND FORCE RESISTING STRUCTURE (MWFRS) |
| | AND THE COMPONANTS AND CLADDING AS REFEREFNCED ON SHEET |
| | S1.001. |
| | |
| | 4. EXPOSURE D. EXPOSURE D SHALL APPLY WHERE THE GROUND |
| | SURFACE ROUGHNESS, AS DEFINED BY SURFACE ROUGHNESS D, |
| | PREVAILS IN THE UPWIND DIRECTION FOR A DISTANCE OF AT |
| | LEAST 5,000 FEET OR 20 TIMES THE HEIGHT OF THE |
| | BUILDING, WHICHEVER IS GREATER. EXPOSURE D SHALL ALSO |
| | APPLY WHERE THE GROUND SURFACE ROUGHNESS IMMEDIATELY |
| | UPWIND OF THE SITE IS B OR C, AND THE SITE IS WITHIN A |
| | DISTANCE OF 600 FEET OR 20 TIMES THE BUILDING HEIGHT, |
| | WHICHEVER IS GREATER, FROM AN EXPOSURE D CONDITION AS |
| | DEFINED IN THE PREVIOUS SENTENCE. |
| | -EXPOSURE D APPLIES TO THIS PROJECT DUE TO HEIGHT OF |
| | BUILDING. ADD TO DESIGN CRITERIA ON SHEET S1.001. |
| | |
| | 5. 1607.3 FBC[B] UNIFORM LIVE LOADS. THE LIVE LOADS |
| | USED IN THE DESIGN OF BUILDINGS AND OTHER STRUCTURES |
| | SHALL BE THE MAXIMUM LOADS EXPECTED BY THE INTENDED USE |
| | OR OCCUPANCY BUT SHALL IN NO CASE BE LESS THAN THE |
| | MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS GIVEN IN TABLE |
| | 1607.1. |
| | A. LIVE LOADS ARE ESTABLISHED ON SHEET S1.001. ON |
| | SHEET ALS1.105 (PODIUM LEVEL 5) SHOWS LIFT AT MOST |
| | SPACES HERE. |
| | B. ARE THESE SPACES TO HAVE TWO CARS STACKED AND HAS |
| | THE LIVE LOAD BEEN INCREASED TO ACCOMODATE ADDITIONAL |
| | LOADS? |
| | C. WHAT IS THE HEIGHT OF CEILING THE LIFT REQUIRES AND |
| | THE HEIGHT PROVIDED? |
| | |
| | 6. 1607.8.3 FBC[B] AND ASCE 7-10 SECTION 4.5.3 LOADS ON |
| | VEHICLE BARRIER SYSTEMS. |
| | -PROVIDE DETAIL TO SHOW HOW VEHICLE BARRIER MEETS |
| | 1607.8.3. |
| | |
| | 7. 106.1 FBC[AMENDED] LIVE LOADS POSTED. WHERE THE LIVE |
| | LOADS FOR WHICH EACH FLOOR OR PORTION THEREOF OF A |
| | COMMERCIAL OR INDUSTRIAL BUILDING IS OR HAS BEEN |
| | DESIGNED TO EXCEED 50 PSF (2.40 KN/M2), SUCH DESIGN |
| | LIVE LOADS SHALL BE CONSPICUOUSLY POSTED BY THE OWNER |
| | IN THAT PART OF EACH STORY IN WHICH THEY APPLY, USING |
| | DURABLE SIGNS. IT SHALL BE UNLAWFUL TO REMOVE OR DEFACE |
| | SUCH NOTICES? |
| | 106.2 FBC[AMENDED] ISSUANCE OF CERTIFICATE OF |
| | OCCUPANCY. A CERTIFICATE OF OCCUPANCY REQUIRED BY |
| | SECTION 111 SHALL NOT BE ISSUED UNTIL THE FLOOR LOAD |
| | SIGNS, REQUIRED BY SECTION 106.1, HAVE BEEN INSTALLED. |
| | -PROVIDE NOTE THAT SIGNS WILL BE PROVIDED AS REQUIRED |
| | IN 106.2. |
| | |
| | 8. 1607.9.3 FBC[B] ELEMENTS SUPPORTING HOISTS FOR |
| | FA?ADE ACCESS EQUIPMENT. IN ADDITION TO ANY OTHER |
| | APPLICABLE LIVE LOADS, STRUCTURAL ELEMENTS THAT SUPPORT |
| | HOISTS FOR FA?ADE ACCESS EQUIPMENT SHALL BE DESIGNED |
| | FOR A LIVE LOAD CONSISTING OF THE LARGER OF THE RATED |
| | LOAD OF THE HOIST TIMES 2.5 AND THE STALL LOAD OF THE |
| | HOIST. |
| | |
| | 9. 508.1 FBC[B] GENERAL. EACH PORTION OF A BUILDING |
| | SHALL BE INDIVIDUALLY CLASSIFIED IN ACCORDANCE WITH |
| | SECTION 302.1. WHERE A BUILDING CONTAINS MORE THAN ONE |
| | OCCUPANCY GROUP, THE BUILDING OR PORTION THEREOF SHALL |
| | COMPLY WITH THE APPLICABLE PROVISIONS OF SECTION 508.2, |
| | 508.3 OR 508.4, OR A COMBINATION OF THESE SECTIONS. |
| | A. OCCUPANCIES CLASSIFICATIONS ARE LISTED ON SHEET |
| | ALS1.100. PLEASE STATE THE PROVISIONS OF SECTION 508.2, |
| | 508.3 OR 508.4, OR A COMBINATION OF THESE SECTIONS |
| | BEING UTILIZED. |
| | B. WHAT OCCUPANCY WAS THE DAY CARE LISTED UNDER. SEE |
| | SECTION 305 FBC[B] AS THIS MAY FALL UNDER GROUP E DAY |
| | CARE FACILITIES. |
| | C. CAN AREA OF EACH OCCUPANCY TYPE BE TOTALED AND THE |
| | TOTAL AREA OF BUILDING BE ADDED TO OCCUPANCY DATA? |
| | |
| | 602.1 FBC[B] WHERE REQUIRED TO HAVE A FIRERESISTANCE |
| | RATING BY TABLE 601, BUILDING ELEMENTS SHALL COMPLY |
| | WITH THE APPLICABLE PROVISIONS OF SECTION 703.2 |
| | (SEE TABLE 601 FOR FIRE-RESISTANCE RATING |
| | REQUIREMENTS) |
| | |
| | 10. 1006.2.2.4 FBC[B] DAY CARE MEANS OF EGRESS. DAY |
| | CARE FACILITIES, ROOMS OR SPACES WHERE CARE IS PROVIDED |
| | FOR MORE THAN 10 CHILDREN THAT ARE 2 1/2 YEARS OF AGE |
| | OR LESS, SHALL HAVE ACCESS TO NOT LESS THAN TWO EXITS |
| | OR EXIT ACCESS DOORWAYS. |
| | -DAY CARE HAS TWO DOORS, BUT ONLY ONE MARKED AS |
| | EGRESS. PLEASE REVIEW AND REVISE AS APPLICABLE. |
| | |
| | 11. 602.1 FBC[B] EXTERIOR WALLS SHALL HAVE A |
| | FIRE-RESISTANCE RATING NOT LESS THAN THAT SPECIFIED IN |
| | TABLE 602. WHERE REQUIRED TO HAVE A FIRERESISTANCE |
| | RATING BY TABLE 601, BUILDING ELEMENTS SHALL COMPLY |
| | WITH THE APPLICABLE PROVISIONS OF SECTION 703.2. |
| | (SEE TABLE 602 FOR SEPARATION RATING REQUIREMENTS) |
| | |
| | 12. 704.10 FBC[B] EXTERIOR STRUCTURAL MEMBERS. |
| | LOAD-BEARING STRUCTURAL MEMBERS LOCATED WITHIN THE |
| | EXTERIOR WALLS OR ON THE OUTSIDE OF A BUILDING OR |
| | STRUCTURE SHALL BE PROVIDED WITH THE HIGHEST |
| | FIRE-RESISTANCE RATING AS DETERMINED IN ACCORDANCE WITH |
| | THE FOLLOWING: |
| | A. AS REQUIRED BY TABLE 601 FOR THE TYPE OF BUILDING |
| | ELEMENT BASED ON THE TYPE OF CONSTRUCTION OF THE |
| | BUILDING; |
| | B. AS REQUIRED BY TABLE 601 FOR EXTERIOR BEARING WALLS |
| | BASED ON THE TYPE OF CONSTRUCTION; AND |
| | B. AS REQUIRED BY TABLE 602 FOR EXTERIOR WALLS BASED ON |
| | THE FIRE SEPARATION DISTANCE. |
| | -SHEET ALS1.100 IN DETAILED CONSTRUCTION REQUIREMENTS |
| | SHOW EXTERIOR BEARING WALLS WITH 1 HOUR (FIRE |
| | SEPARATION REDUCTION). PLEASE ADJUST AS STATED IN |
| | 704.10 THAT WITH THE HIGHEST FIRE-RESISTANCE RATING |
| | WILL APPLY TO EXTERIOR WALLS, OR TELL ME WHERE THE |
| | REDUCTION IS ALLOWED IN THE FBC. |
| | -SOME REDUCTIONS MAY BE AVAILABLE IN SECTION 403 |
| | HIGH-RISE BUILDINGS. IF USED PLEASE REFERENCE THE |
| | SECTION THAT APPLIES AND VERIFY HEIGHT REQUIREMENTS. |
| | |
| | 13. 502.5 FBC[A] VERTICAL CLEARANCE. PARKING SPACES FOR |
| | VANS AND ACCESS AISLES AND VEHICULAR ROUTES SERVING |
| | THEM SHALL PROVIDE A VERTICAL CLEARANCE OF 98 INCHES |
| | MINIMUM. |
| | -ADA REVIEW WILL BE DONE WITH BUILDING REVIEW, BUT I |
| | CAN'T TELL IF CLEARANCE FOR VAN IS ACHIEVED WITHTOUT |
| | SECTIONS. PLEASE VERIFY THAT VAN PARKING WILL BE |
| | ACCESSIBLE WITH ROUTE PROVIDING 98 MINIMUM CLEARANCE. |
| | |
| | 14. 705.8.5 FBC[B] VERTICAL SEPARATION OF OPENINGS. |
| | OPENINGS IN EXTERIOR WALLS IN ADJACENT STORIES SHALL BE |
| | SEPARATED VERTICALLY TO PROTECT AGAINST FIRE SPREAD ON |
| | THE EXTERIOR OF THE BUILDINGS WHERE THE OPENINGS ARE |
| | WITHIN 5 FEET OF EACH OTHER HORIZONTALLY AND THE |
| | OPENING IN THE LOWER STORY IS NOT A PROTECTED OPENING |
| | WITH A FIRE PROTECTION RATING OF NOT LESS THAN 3/4 |
| | HOUR. SUCH OPENINGS SHALL BE SEPARATED VERTICALLY NOT |
| | LESS THAN 3 FEET BY SPANDREL GIRDERS, EXTERIOR WALLS OR |
| | OTHER SIMILAR ASSEMBLIES THAT HAVE A FIRE RESISTANCE |
| | RATING OF NOT LESS THAN 1 HOUR, RATED FOR EXPOSURE TO |
| | FIRE FROM BOTH SIDES, OR BY FLAME BARRIERS THAT EXTEND |
| | HORIZONTALLY NOT LESS THAN 30 INCHES BEYOND THE |
| | EXTERIOR WALL. FLAME BARRIERS SHALL HAVE A |
| | FIRERESISTANCE RATING OF NOT LESS THAN 1 HOUR. THE |
| | UNEXPOSED SURFACE TEMPERATURE LIMITATIONS SPECIFIED IN |
| | ASTM E119 OR UL 263 SHALL NOT APPLY TO THE FLAME |
| | BARRIERS OR VERTICAL SEPARATION UNLESS OTHERWISE |
| | REQUIRED BY THE PROVISIONS OF THIS CODE. EXCEPTIONS: 1. |
| | THIS SECTION SHALL NOT APPLY TO BUILDINGS THAT ARE |
| | THREE STORIES OR LESS ABOVE GRADE PLANE. 2. THIS |
| | SECTION SHALL NOT APPLY TO BUILDINGS EQUIPPED |
| | THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN |
| | ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2. 3. OPEN |
| | PARKING GARAGES. |
| | -PROVIDE DETAIL OR SECTION TO SHOW VERTICAL SEPARATION |
| | OF OPENINGS, OR STATE THE EXCEPTION BEING USED FROM |
| | 705.8.5. |
| | |
| | 15. TABLE 705.8 FBC[B] MAXIMUM AREA OF EXTERIOR WALL |
| | OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE |
| | OF OPENING PROTECTION |
| | PROVIDE PLAN TO SHOW FIRE SEPARATION DISTANCES FOR EACH |
| | LEVEL (PODIUM AND EACH TOWER). BUILDING FIRE SEPARATION |
| | DISTANCE. THE DISTANCE MEASURED FROM THE BUILDING FACE |
| | TO ONE OF THE FOLLOWING: |
| | A. TO THE CLOSEST INTERIOR LOT LINE. |
| | B. TO THE CENTERLINE OF A STREET, AN ALLEY OR PUBLIC |
| | WAY. |
| | C. TO AN IMAGINARY LINE BETWEEN TWO BUILDINGS ON THE |
| | LOT; OR |
| | -PROVIDE PERCENTAGES OF OPENINGS ALLOWED ON EACH LEVEL |
| | BASED ON TABLE 705.8 |
| | |
| | 16. 705.11 FBC[B] PARAPETS. PARAPETS SHALL BE PROVIDED |
| | ON EXTERIOR WALLS OF BUILDINGS. EXCEPTIONS: A PARAPET |
| | NEED NOT BE PROVIDED ON AN EXTERIOR WALL WHERE ANY OF |
| | THE FOLLOWING CONDITIONS EXIST: (SEE EXCEPTIONS FOR |
| | 705.11) |
| | -ARE THERE ANY PARAPETS, OR IS ONE OF THE EXCEPTIONS |
| | IN 705.11 BEING USED? GUARDS WILL BE REVIEWED IN |
| | BUILDING REVIEW. |
| | |
| | 17. 505.2 FBC[B] MEZZANINES. A MEZZANINE OR MEZZANINES |
| | IN COMPLIANCE WITH SECTION 505.2 SHALL BE CONSIDERED A |
| | PORTION OF THE STORY BELOW. SUCH MEZZANINES SHALL NOT |
| | CONTRIBUTE TO EITHER THE BUILDING AREA OR NUMBER OF |
| | STORIES AS REGULATED BY SECTION 503.1. THE AREA OF THE |
| | MEZZANINE SHALL BE INCLUDED IN DETERMINING THE FIRE |
| | AREA. THE CLEAR HEIGHT ABOVE AND BELOW THE MEZZANINE |
| | FLOOR CONSTRUCTION SHALL BE NOT LESS THAN 7 FEET. |
| | -ARE THERE ANY MEZZANINES IN THE BUILDING? |
| | |
| | 18. 107.3.5 FBC[AMENDED] THE TWO PREVIOUS COMMENTS ARE |
| | DUE TO THE FACT THAT THERE ARE NO SECTIONS THAT I CAN |
| | USE TO FIND VERTICAL INFORMATION. SECTIONS WOULD BE |
| | EXTREMLY HELPFUL, BUT I REALIZE THAT ARCHITECTURAL |
| | PLANS ARE BEING SUBMITTED LATER. IF SECTIONS ARE |
| | AVAILABLE PLEASE UPLOAD THEM FOR THE SECOND REVIEW. IF |
| | NO SECTIONS ARE PROVIDED FOR THIS REVIEW THERE MAY BE |
| | FURTHER COMMENTS UNDER THE FULL BUILDING REVIEW. |
| | |
| | NOTES: |
| | |
| | -COMMENTS ARE BASED ON DRAWINGS SUBMITTED UNDER |
| | 19020102 ONLY. SOME COMMENTS MAY CROSS OVER FROM |
| | STRUCTURAL AND MAY BE MORE FULL BUILDING REVIEW |
| | COMMENTS. |
| | IF THE COMMENT WILL BE ADDRESSED IN BUILDING REVIEW |
| | PLEASE STATE SUCH IN COMMENT RESPONSE AND THOSE |
| | COMMENTS WILL BE HELD OVER UNTIL FULL BUILDING REVIEW |
| | IS PERFORMED. |
| | |
| | -PLEASE PROVIDE COMMENT RESPONSE SHEET TO EXPLAIN HOW |
| | EACH COMMENT IS BEING ADDRESSED. |
| | |
| | -COMMENTS ARE A BRIEF OVERVIEW OF CODE SECTIONS. |
| | FURTHER REVIEW OF THE REFERENCED CODE SECTIONS WILL BE |
| | REQUIRED. |
| | |
| | -ADDITIONAL COMMENTS MAY BE FORTHCOMING PENDING REVIEW |
| | OF MATERIALS REQUESTED. |
| | |
| | CONTACT ME AT 561-805-6718 (M-F 8-5) TO DISCUSS |
| | COMMENTS, OR E-MAIL ANYTIME [email protected] |
| | |
| | |
| | |
