| Date |
Text |
| 2018-06-12 17:38:24 | BUILDING REVIEW COMMENTS |
| | CODE: FBC 6TH EDITION (2017). |
| | |
| | 1-IMPACT FEES |
| | BEFORE A PERMIT TO CONSTRUCT CAN BE ISSUED, IMPACT FEES |
| | MUST BE PAID TO PALM BEACH COUNTY. UPON APPROVAL, ONE |
| | SET OF PLANS SHALL BE SIGNED OUT AND SUBMITTED TO PALM |
| | BEACH COUNTY FOR AN IMPACT FEE REVIEW. THE PLANS WITH |
| | THE IMPACT FEE STAMP AND A COPY OF THE PAID RECEIPT |
| | MUST BE RETURNED TO THE CITY BUILDING DEPARTMENT BEFORE |
| | THE BUILDING PERMIT CAN BE ISSUED. FOR INFORMATION CALL |
| | PALM BEACH COUNTY IMPACT FEES AT (561) 233-5025. |
| | |
| | 2- PROVIDE SITE PLAN THAT INCLUDES COMPLETE INFORMATION |
| | FOR DRAINAGE AS REQUIRED BY SEC. 107.2.5 CITY |
| | AMENDMENTS. |
| | |
| | SEC. 107.2.5 SITE PLAN. THE CONSTRUCTION DOCUMENTS |
| | SUBMITTED WITH THE APPLICATION FOR PERMIT SHALL BE |
| | ACCOMPANIED BY A SITE PLAN SHOWING TO SCALE THE SIZE |
| | AND LOCATION OF NEW CONSTRUCTION AND EXISTING |
| | STRUCTURES ON THE SITE, DISTANCES FROM LOT LINES, THE |
| | ESTABLISHED STREET GRADES AND THE PROPOSED FINISHED |
| | GRADES, DEPICTING THE PROPOSED LOT DRAINAGE AND, AS |
| | APPLICABLE, FLOOD HAZARD AREAS, FLOODWAYS, AND DESIGN |
| | FLOOD ELEVATIONS; AND IT SHALL BE DRAWN IN ACCORDANCE |
| | WITH AN ACCURATE AND INCLUDED ON A BOUNDARY LINE |
| | SURVEY. IN THE CASE OF DEMOLITION, THE SITE PLAN SHALL |
| | SHOW CONSTRUCTION TO BE DEMOLISHED AND THE LOCATION AND |
| | SIZE OF EXISTING STRUCTURES AND CONSTRUCTION THAT ARE |
| | TO REMAIN ON THE SITE OR PLOT. THE BUILDING OFFICIAL IS |
| | AUTHORIZED TO WAIVE OR MODIFY THE REQUIREMENT FOR A |
| | SITE PLAN WHEN THE |
| | APPLICATION FOR PERMIT IS FOR ALTERATION OR REPAIR OR |
| | WHEN OTHERWISE WARRANTED. |
| | |
| | 3- SHEET G100: |
| | A) CODE REVIEW INFORMATION REFERENCES FLORIDA |
| | ACCESSIBILITY CODE 2014 AND FLORIDA PLUMBING CODE 2014. |
| | THE CURRENT CODE IS THE 2017 CODE. REVISE AS REQUIRED. |
| | CHAPTER 553 F.S. |
| | |
| | B) OCCUPANCY CLASSIFICATION IS NOT CLEAR. CODE REVIEW |
| | INFORMATION SPECIFIES BUSINESS AND LIGHT STORAGE S-2 |
| | OCCUPANCIES, WHILE INFORMATION ON SHEET S301 SPECIFIES |
| | OCCUPANCY CLASSIFICATION F-1. REVISE AS REQUIRED TO |
| | MATCH. SEC. 302.1 FBC. |
| | |
| | C) CONSTRUCTION TYPE IS NOT CLEAR. CODE REVIEW |
| | SPECIFIES CONSTRUCTION TYPE III-B, WHILE INFORMATION ON |
| | SHEET S301 SPECIFIES CONSTRUCTION TYPE II. REVISE AS |
| | REQUIRED. SEC. 601.1 FBC. |
| | |
| | D) PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR 2 |
| | HOUR FIRE RATED EXTERIOR WALLS ASSEMBLY AS REQUIRED TO |
| | COMPLY WITH SEC. 602.3 FBC FOR TYPE III-B CONSTRICTION. |
| | COORDINATE WITH ITEM #3D ABOVE. |
| | |
| | E) OCCUPANCY LOAD SPECIFIED ON CODE REVIEW IS NOT CLEAR |
| | AND IT DOESN'T MATCH INFORMATION SHOWN ON FLOOR PLANS |
| | ON SHEET A-300. IN ADDITION, NEED TO SPECIFY THE |
| | OCCUPANT LOAD OF THE MEZZANINE. SEC. 1004.1 FBC AND |
| | TABLE 1004.1.2 FBC. |
| | |
| | F)EGRESS INFORMATION IN CODE REVIEW IS INCOMPLETE AND |
| | NEED TO BE UPDATED. PROVIDE THE MAXIMUM TRAVEL DISTANCE |
| | (INCLUDING MEZZANINE) AND UPDATE CITED TABLES. SEE 2017 |
| | FBC FOR CORRECT TABLES AND SECTIONS. |
| | PROVIDE MAXIMUM TRAVEL DISTANCE ON PLANS, INCLUDING |
| | FROM MEZZANINE. NOTE: SEE SEC. 1017.3 FBC FOR |
| | MEASUREMENT OF TRAVEL DISTANCE. |
| | |
| | 4- SHEET S-300: |
| | A) PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR ALL |
| | THE TIE BEAMS OF TWO STORY REINFORCED CONCRETE BLOCK |
| | WALL. SEC. 1604.1 FBC. |
| | |
| | B) IT LOOKS LIKE THE ANCHORS SPECIFIED TO SUPPORT |
| | (2)2X6 STRUCTURAL WOOD LEDGER FOR THE MEZZANINE FLOOR |
| | TRUSSES MIGHT NOT BE ADEQUATE TO SUPPORT ALL THE LIVE |
| | AND DEAD LOADS. THIS MEZZANINE IS USED FOR STORAGE. SEE |
| | TABLE 1607.1 FBC FOR REQUIRED LIVE LOADS. PROVIDE |
| | ENGINEERING ANALYSIS SHOWING COMPLIANCE WITH ALL THE |
| | DEAD AND LIVE LOADS. COORDINATE WITH COMMENTS ON SHEET |
| | S3001. |
| | |
| | C) ACCORDING TO PLANS SUBMITTED, IT LOOKS LIKE THE WEST |
| | TWO STORY HIGH WALL MAY NOT HAVE ENOUGH VERTICAL |
| | REINFORCEMENT. PROVIDE COMPLETE DETAILS AND |
| | SPECIFICATIONS (INCLUDING LOCATION) FOR VERTICAL |
| | REINFORCEMENT SHOWING HOW THE WALL WILL RESIST ALL THE |
| | LATERAL LOADS. SEC. 107.2.1.2 CITY AMENDMENTS. |
| | |
| | D) PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR THE |
| | ROOF TRUSSES AND FLOOR TRUSSES STRUCTURAL CONNECTORS. |
| | SEC. 1601.1 FBC. (NOTE: CLARIFY WHY ALL THE BUILDING |
| | SECTIONS SHOW BAR JOISTS INSTEAD OF WOOD TRUSSES). |
| | |
| | E) CLEARLY SPECIFY FOOTING SIZES. SEC. 1801.2 FBC. |
| | NOTE: COORDINATE WITH ACCESSIBLE ENTRY TO AVOID |
| | CONFLICTS. ALSO, TAKE INTO CONSIDERATION THE 12" |
| | REQUIREMENT BELOW GRADE. |
| | |
| | 5- SHEET S-301: |
| | A) DESIGN NOTES REFERENCE THE 2014 FBC. THE CURRENT |
| | CODE IS 2017, 6TH EDITION. REVISE AS REQUIRED. CHAPTER |
| | 553 F.S. |
| | |
| | B) REVISE THE LIVE AND DEAD DESIGN LOADS. NOTE: SEE |
| | TABLE 1607.1 FBC FOR THE MINIMUM UNIFORMLY DISTRIBUTED |
| | LIVE LOADS AND MINIMUM CONCENTRATED LIVE LOADS AND |
| | REVISE ALL LIVE LOADS ACCORDINGLY. |
| | |
| | C)ACCORDING TO SEC. 1609.4 FBC THIS BUILDING IS LOCATED |
| | IN EXPOSURE "C" NOT EXPOSURE "B". REVISE AS REQUIRED |
| | AND REVISE ALL COMPONENTS AND CLADDING DESIGN PRESSURES |
| | ACCORDINGLY. NOTE: CONVERT THE ULTIMATE WIND LOADS VULT |
| | TO NOMINAL WIND LOADS VASD FOR COMPONENTS AND CLADDING. |
| | |
| | D) PROVIDE COMPLETE WIND DESIGN CRITERIA AS REQUIRED BY |
| | SEC. 1603.1.4 FBC. INCLUDE THE RISK CATEGORY (TABLE |
| | 1604.5) AND APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | E) COORDINATE CONSTRUCTION TYPE AND OCCUPANCY |
| | CLASSIFICATION WITH SHEET G100. |
| | SEC. 107.2.1 CITY AMENDMENTS. |
| | |
| | 6- SHEET A-100: |
| | A) PROVIDE COMPLETE DETAILS AND SPECIFICATIONS SHOWING |
| | THE ACCESSIBLE ROUTE SEC. 206 AND 502 FBC |
| | ACCESSIBILITY. PROVIDE DIMENSIONS, REVISE ACCESS AISLE. |
| | ETC. |
| | |
| | B) CLEARLY IDENTIFY THE PROPERTY LINES AND PROVIDE |
| | DIMENSIONS. SEC. 107.2.1 CITY AMENDMENTS. |
| | |
| | C) PROVIDE COMPLETE STRUCTURAL DETAILS AND |
| | SPECIFICATIONS FOR ALL THE PROPOSED POST AND PANEL |
| | CONCRETE WALL AND CORRUGATED ALUMINUM GATES SHOWN ON |
| | THE SITE PLAN. COORDINATE WITH INFORMATION SHOWN ON |
| | EXTERIOR ELEVATIONS AND SECTIONS. SEC. 106.1 FBC. |
| | |
| | 7- SHEET A-300: |
| | A)PROVIDE COMPLETE DETAILS AND SPECIFICATIONS SHOWING |
| | THE ACCESSIBLE ROUTE SEC. 206.2.1 AND 402.2 FBC |
| | ACCESSIBILITY. |
| | |
| | B)PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR THE |
| | CONSTRUCTION OF THE STAIRS SHOWING COMPLIANCE WITH LIVE |
| | LOADS TABLE 1607.1 FBC. PROVIDE COMPLETE DIMENSIONS, |
| | INCLUDING THE WIDTH IN ALL AREAS. SPECIFY TREADS AND |
| | RISER DIMENSIONS TO SHOW COMPLIANCE WITH SEC. 1011.5.2 |
| | FBC. |
| | |
| | C) PROVIDE HANDRAILS ON EACH SIDE OF THE STAIRWAY AS |
| | REQUIRED BY SEC. 1011.11 FBC. |
| | |
| | D)PROVIDE COMPLETE FRAMING DETAILS AND SPECIFICATIONS |
| | FOR THE CONSTRUCTION OF THE ALUMINUM CANOPY ON THE EAST |
| | WALL. SEC. 1601.1 FBC. |
| | NOTE: CLEARLY SPECIFY HEADROOM. |
| | |
| | E) PROVIDE COMPLETE FRAMING DETAILS AND SPECIFICATIONS |
| | FOR THE ROOF HATCH OPENING. SEC. 1601.1 FBC. NOTE: |
| | PROVIDE ROOF HATCH OPENING DIMENSIONS SHOWING |
| | COMPLIANCE WITH SEC. 1011.12.2 FBC. |
| | |
| | 8- PROVIDE SECTION/DETAIL SHOWING COMPLIANCE WITH THE |
| | HEADROOM BY THE DOOR TO THE OFFICE AREA FROM THE |
| | WAREHOUSE AREA. SEC. 1208.2 FB. |
| | |
| | 9- ENERGY CALCULATIONS SUBMITTED: |
| | A) ARCHITECT OF RECORD NEED TO SIGN AND PROVIDE |
| | PROFESSIONAL LICENSE NUMBER AS REQUIRED BY SEC. |
| | C103.1.1.1.2 FBC-ENERGY CONSERVATION. NOTE: ENVELOPE |
| | INFORMATION SHOWN ON THE ENERGY CALCULATIONS IS NOT |
| | PROVIDED ON THE PLANS SUBMITTED. FOR EXAMPLE CHECK THE |
| | BELOW GRADE WALL, INSULATION, SLAB EDGE INFORMATION, |
| | ETC. REVIEW ENERGY CALCULATIONS AND SIGN AS REQUIRED. |
| | |
| | B) ENERGY CALCULATIONS NEED TO BE CERTIFIED (SIGNED) BY |
| | THE BUILDING OWNER OR ANY AUTHORIZED PERSONS AS |
| | REQUIRED BY SEC. C103.1.1.2 FBC-ENERGY CONSERVATION. |
| | |
| | 10- PROVIDE PRODUCT APPROVAL (2 COPIES) AS REQUIRED BY |
| | FAC 61G20-3.001 FOR: |
| | (NOTE: THIS MAY BE SUBMITTED LATER AS A DEFERRED |
| | SUBMITTAL) |
| | A) SWING ENTRY DOORS AS SHOWN ON PLANS. |
| | |
| | B) OVERHEAD DOORS AS SHOWN ON PLANS. |
| | |
| | C) ROOF HATCH AS SHOWN ON PLANS. |
| | |
| | D) PRECAST LINTELS AS SHOWN ON PLANS. |
| | |
| | E) PETERSEN ALUMINUM SIDING AS SHOWN ON PLANS. |
| | |
| | F) STOREFRONT WINDOWS AS SHOWN PLANS. NOTE: IDENTIFY |
| | GLAZING/ MULLIONS. 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. 2017 |
| | FBC-B 1405.13.1 INSTALLATION. WINDOWS AND DOORS SHALL |
| | BE INSTALLED IN ACCORDANCE WITH APPROVED MANUFACTURERS |
| | 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. |
| | |
| | G) ANY STRUCTURAL CONNECTORS SPECIFIED ON PLANS AND |
| | SECTIONS. |
| | |
| | H) FLAT ROOF. AND CLEARLY MARK WHICH APPROVED ASSEMBLY |
| | IS GOING TO BE INSTALLED TO VERIFY COMPLIANCE WITH THE |
| | DESIGN PRESSURES OF SEC. 1609.1 FBC. NOTE: IF THE |
| | SELECTED ASSEMBLY DOESN'T MEET THE DESIGN PRESSURES FOR |
| | ALL ROOF ZONES, THEN SIGNED AND SEALED RAS 117 |
| | CALCULATIONS ARE REQUIRED. |
| | |
| | 11- DESIGNER OF RECORD TO REVIEW AND APPROVE IN WRITING |
| | (NOT SIGNING AND SEALING) ALL PRODUCT APPROVALS AS |
| | REQUIRED BY SEC. 107.3.4 CITY AMENDMENTS. |
| | |
| | 12- PROVIDE COMPLETE TRUSS PACKAGE (2 SIGNED AND SEALED |
| | COPIES) REVIEWED AND APPROVED BY THE DESIGNER OF |
| | RECORD. SEC. 107.3.4 CITY AMENDMENTS. |
| | |
| | 13- PERMIT FOR PROTECTION OF PEDESTRIANS BARRIER AND |
| | COVERED WALKWAY WILL BE REQUIRED BY TABLE 3306.1 FBC |
| | BEFORE CONSTRUCTION. |
| | |
| | 14- PLEASE PROVIDE RESPONSE LETTER ADDRESSING EACH |
| | COMMENT TO HELP EXPEDITE THE REVIEW PROCESS. |
| | ****PLEASE INSERT ANY REVISED DRAWING AND REMOVE OLD |
| | DRAWING. SUBMIT OLD DRAWINGS FOR REFERENCE OF ALREADY |
| | REVIEWED DRAWINGS. DO NOT STAPLE OLD DRAWINGS TO PLANS. |
| | |
| | |
| | IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT |
| | JULIO GOMEZ |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | DEVELOPMENT SERVICES DEPARTMENT |
| | BUILDING DIVISION |
| | (561)805-6712 |
| | [email protected] |
| | |
| | |
