| Date |
Text |
| 2018-05-02 17:07:15 | 1ST REVIEW: FBC 2017 6TH ED. RESIDENTIAL |
| | |
| | 18040509 - 816 SUNSET RD |
| | |
| | 1) PLEASE PROVIDE A SOIL TEST PER FBC 401.4 |
| | WHERE QUANTIFIABLE DATA CREATED BY ACCEPTED SOIL |
| | SCIENCE METHODOLOGIES INDICATE EXPANSIVE, COMPRESSIBLE, |
| | SHIFTING OR OTHER QUESTIONABLE SOIL CHARACTERISTICS ARE |
| | LIKELY TO BE PRESENT, THE BUILDING OFFICIAL SHALL |
| | DETERMINE WHETHER TO REQUIRE A SOIL TEST TO DETERMINE |
| | THE SOIL?S CHARACTERISTICS AT A PARTICULAR LOCATION. |
| | THIS TEST SHALL BE DONE BY AN APPROVED AGENCY USING AN |
| | APPROVED METHOD. |
| | |
| | 2) THE SITE PLAN HAS LIMITED INFORMATION RELATIVE TO |
| | DRAINAGE. PLEASE PROVIDE A PROFESSIONALLY PREPARED |
| | DRAINAGE PLAN PER FBC-110.9 IMPACT OF CONSTRUCTION. NEW |
| | CONSTRUCTION ACTIVITY SHALL NOT ADVERSELY IMPACT LEGAL |
| | HISTORIC SURFACE WATER DRAINAGE FLOWS SERVING ADJACENT |
| | PROPERTIES, AND MAY REQUIRE SPECIAL DRAINAGE DESIGN |
| | COMPLYING WITH ENGINEERING STANDARDS TO PRESERVE THE |
| | POSITIVE DRAINAGE PATTERNS OF THE AFFECTED SITES. |
| | NOTE PER R401.1 SURFACE DRAINAGE SHALL BE DIVERTED TO A |
| | STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF |
| | COLLECTION THAT DOES NOT CREATE A HAZARD. LOTS SHALL BE |
| | GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION |
| | WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES (152 |
| | MM) WITHIN THE FIRST 10 FEET (3048 MM). |
| | |
| | 3) PLEASE NOTE A DRIVEWAY APPROACH DETAIL IS PROVIDED. |
| | A SEPARATE PERMIT AND DESIGN IS REQUIRED FOR THE |
| | DRIVEWAY PERMIT, IT IS NOT INCLUDED IN THIS REVIEW. |
| | PLEASE ACKNOWLEDGE THIS IN YOUR RESPONSE TO THESE |
| | COMMENTS; ALSO SEE ZONING COMMENTS THAT MAY APPLY. |
| | |
| | 4) PLEASE NOTE A LANDSCAPE PLAN IS PROVIDED. A SEPARATE |
| | PERMIT AND DESIGN IS REQUIRED FOR THE LANDSCAPE PERMIT, |
| | IT IS NOT INCLUDED IN THIS REVIEW. PLEASE ACKNOWLEDGE |
| | THIS IN YOUR RESPONSE TO THESE COMMENTS; ALSO SEE |
| | ZONING COMMENTS THAT MAY APPLY. |
| | |
| | 5) PERMIT VALUATION ? THE CALCULATED VALUE OF THE |
| | IMPROVEMENT IS $271,520.00 PER THE ICC-BVD PUBLISHED |
| | FEBRUARY 2018 AND ADOPTED FOR USE BY CITY RESOLUTION |
| | 367-09. THIS COVERS THE DWELLING ONLY AND NO OTHER |
| | SEPARATELY REQUIRED PERMITS. VALUE AND FEES DUE ARE |
| | ADJUSTED TO THIS FIGURE. PLEASE REFERENCE FBC 109.3 |
| | BUILDING PERMIT VALUATION. FOR PERMITTING PURPOSES, |
| | VALUATION OF BUILDINGS AND SYSTEMS SHALL BE TOTAL |
| | REPLACEMENT VALUE TO INCLUDE STRUCTURAL, ELECTRIC, |
| | PLUMBING, MECHANICAL, INTERIOR FINISH, RELATIVE SITE |
| | WORK, ARCHITECTURAL AND DESIGN FEES, MARKETING COSTS, |
| | OVERHEAD AND PROFIT; EXCLUDING ONLY LAND VALUE. |
| | VALUATION REFERENCES MAY INCLUDE THE LATEST PUBLISHED |
| | DATA OF NATIONAL CONSTRUCTION COST ANALYSIS SERVICES |
| | (MARSHALL-SWIFT, MEANS, ETC.), AS PUBLISHED BY |
| | INTERNATIONAL CODE CONGRESS. FINAL BUILDING PERMIT |
| | VALUATION SHALL BE SET BY THE BUILDING OFFICIAL. |
| | |
| | 6) SHEETS A-1, A-2, S-1, & S-2 CONTAIN REFERENCES TO |
| | THE FBC 2014 FIFTH EDITION ? PLEASE CORRECT TO THE FBC |
| | 2017 6TH EDITION RESIDENTIAL. PLEASE NOTE SHEET A-3 |
| | CONTAINS DESIGN PRESSURE INFORMATION AND SHOULD |
| | ACCORDINGLY BE SIGNED AND SEALED BY THE ENGINEER OF |
| | RECORD. |
| | |
| | 7) THE WALL SECTION ON SHEET A-2 INDICATES THE USE OF |
| | ASPHALT SHINGLES AS A ROOF COVERING IN CONFLICT WITH |
| | THE NOTES ON SHEET A-4 AND THE PRODUCT INFORMATION |
| | PROVIDED WHICH INDICATE THE USE OF A SPANISH S TILE. |
| | PLEASE CLARIFY. |
| | |
| | 8) SHEET A-1 ? NO BATHROOM DOOR MEETS THE 29? MINIMUM |
| | WIDTH REQUIREMENT: FBCR-320.1.1 - ALL NEW SINGLE-FAMILY |
| | HOUSES, DUPLEXES, TRIPLEXES, CONDOMINIUMS AND |
| | TOWNHOUSES SHALL PROVIDE AT LEAST ONE BATHROOM, LOCATED |
| | WITH MAXIMUM POSSIBLE PRIVACY, WHERE BATHROOMS ARE |
| | PROVIDED ON HABITABLE GRADE LEVELS, WITH A DOOR THAT |
| | HAS A 29-INCH (737 MM) CLEAR OPENING. HOWEVER, IF ONLY |
| | A TOILET ROOM IS PROVIDED AT GRADE LEVEL, SUCH TOILET |
| | ROOMS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 29 |
| | INCHES (737 MM). |
| | |
| | 9) SHEET A-1 CONTAINS A NOTE RELATIVE TO BEDROOM EGRESS |
| | WINDOW SQUARE FOOTAGE. PLEASE INCLUDE ADDITIONAL NOTES |
| | AS TO MINIMUM SILL HEIGHT, AND OPENING HEIGHT AND WIDTH |
| | OR SELECT THE PGT WINDOW TYPE IN THE CORRESPONDING |
| | PRODUCT APPROVAL TO ASSURE COMPLIANCE WITH FBCR-310.2.1 |
| | - |
| | EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET |
| | CLEAR OPENING OF NOT LESS THAN 5.0 SQUARE FEET. THE NET |
| | CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL |
| | BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY |
| | ESCAPE AND RESCUE OPENING FROM THE INSIDE. THE NET |
| | CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES |
| | (610 MM) AND THE NET CLEAR WIDTH SHALL BE NOT LESS THAN |
| | 20 INCHES (508 MM). FBCR-310.2.2 ? THE MAXIMUM SILL |
| | HEIGHT IS 44?. |
| | |
| | 10) SHEET A-1 THE DOOR SEPARATING THE GARAGE FROM THE |
| | UTILITY ROOM IS UNSPECIFIED IN TERMS OF FIRE |
| | RESISTANCE. PLEASE SPECIFY TO ASSURE COMPLIANCE WITH |
| | FBCR-302.5.1 OPEN PROTECTION. OPENINGS BETWEEN THE |
| | GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD |
| | DOORS NOT LESS THAN 13/8 INCHES (35 MM) IN THICKNESS, |
| | SOLID OR HONEYCOMB-CORE STEEL DOORS NOT LESS THAN 13/8 |
| | INCHES (35 MM) THICK, OR 20-MINUTE FIRE-RATED DOORS. |
| | |
| | 11) SHEET A-2 THE WALL SECTION DOES NOT SPECIFY THE |
| | WALL INSULATION TYPE OR VALUE. PLEASE PROVIDE AN |
| | INDICATION CONSISTENT WITH THAT SPECIFIED IN THE ENERGY |
| | SUBMITTAL. ADDITIONALLY, THE NOTE RELATIVE TO CEILING |
| | INSULATION IS SLIGHTLY INCONSISTENT WITH BOTH THE |
| | ENERGY SUBMITTAL AND THE PRODUCT INFORMATION SUBMITTED. |
| | THE NOTE SPECIFIES AN R-19 VALUE WHERE THE ENERGY |
| | SUBMITTAL SPECIFIES R-20. PLEASE RECONCILE. PRESUMABLY |
| | R-20 IS TO BE USED IN A 5? THICKNESS PER TABLE 1 ON |
| | PAGE 6 OF 7 OF ESR-1826, PLEASE CONFIRM BY NOTATION OF |
| | THE USE OF CLASSIC PLUS. FBC-107; PLEASE PROVIDE THIS |
| | CONSISTENT MINIMUM PLAN REVIEW CRITERIA. |
| | |
| | 12) SHEET A-2 CONTAINS A NOTE RELATIVE TO A WATER |
| | RESISTIVE BARRIER. ASSURE THE PROPOSED METHOD COMPLIES |
| | WITH FBCR-703.7.3 WATER-RESISTIVE BARRIERS SHALL BE |
| | INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE |
| | APPLIED OVER WOOD-BASED SHEATHING, SHALL INCLUDE A |
| | WATER-RESISTIVE VAPOR-PERMEABLE BARRIER WITH A |
| | PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE |
| | D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED |
| | INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE |
| | CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN |
| | ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO |
| | THE WATER-RESISTIVE BARRIER IS DIRECTED BETWEEN THE |
| | LAYERS. |
| | |
| | 13) PLEASE NOTE THE TRUSS MANUFACTURER SUBMITTAL |
| | DOCUMENTS AS NOTED ON SHEET S-2 MAY BE A DEFERRED |
| | SUBMITTAL PRIOR TO TRUSS ERECTION PER FBCR802.10.1. |
| | TRUSS DESIGN DRAWINGS, PREPARED IN CONFORMANCE TO |
| | SECTION R802.10.1, SHALL BE PROVIDED TO THE BUILDING |
| | OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS |
| | DESIGN DRAWINGS SHALL BE PROVIDED WITH THE SHIPMENT OF |
| | TRUSSES DELIVERED TO THE JOB SITE. |
| | |
| | STEVEN KENNEDY, CBO |
| | ASSISTANT BUILDING OFFICIAL |
| | (561) 805-6710 |
| | [email protected] |
| | |
| | |
