| Date |
Text |
| 2017-03-28 17:06:50 | PLAN |
| | REVIEW COMMENTS |
| | |
| | 3RD REVIEW: FBC FIFTH EDITION (2014) |
| | ROBERT MCDOUGAL, CBO |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561) 805-6714 |
| | [email protected] |
| | |
| | DENIED BY BUILDING |
| | PLEASE ADDRESS THE ITEMS NOTED BELOW: |
| | |
| | 1) THERE ARE NO RECORDS ON FILE WITH THE CITY TO SHOW |
| | THAT THE CONSTRUCTION OF THE CARPORT OR THE CONVERSION |
| | OF THE CARPORT TO HABITABLE WAS PERMITTED AND INSPECTED |
| | BY THE BUILDING DEPARTMENT. THEREFORE, IT IS THE |
| | CURRENT OWNER'S RESPONSIBILITY TO ACQUIRE THE |
| | APPROPRIATE PERMITS AND INSPECTIONS TO ENSURE THAT THE |
| | STRUCTURE COMPLIES WITH THE CURRENT CODES OR REMOVE THE |
| | UN-PERMITTED STRUCTURE (WHICH WILL REQUIRE A DEMOLITION |
| | PERMIT). IF YOU WISH TO KEEP THE EXISTING UN-PERMITTED |
| | STRUCTURE, FOR PERMITTING PURPOSES THE TOTAL VALUE OF |
| | THE STRUCTURE WILL BE USED TO DETERMINE THE PERMIT |
| | FEES. VALUATION - 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. THE VALUATION FOR PERMIT FEES OF THIS |
| | STRUCTURE BASED ON THE CURRENT ICC VALUATIONS IS $ |
| | 55,445.00. FBC-R 301.1 BUILDINGS AND STRUCTURES, AND |
| | ALL PARTS THEREOF, SHALL BE CONSTRUCTED TO SAFELY |
| | SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, |
| | ROOF LOADS, FLOOD LOADS, AND WIND LOADS AS PRESCRIBED |
| | BY THIS CODE. THE CONSTRUCTION OF BUILDINGS AND |
| | STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS |
| | CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE |
| | LOAD PATH THAT MEETS ALL REQUIREMENTS FOR THE TRANSFER |
| | OF ALL LOADS FROM THEIR POINT OF ORIGIN THROUGH THE |
| | LOAD-RESISTING ELEMENTS TO THE FOUNDATION. SHOW |
| | COMPLIANCE. THE CONVERSION OF THE CARPORT TO HABITABLE |
| | SPACE IS A CHANGE OF USE PER THE EXISTING BUILDING CODE |
| | THE EXISTING STRUCTURE IS REQUIRED TO BE EVALUATED FOR |
| | STRUCTURAL CONFORMANCE WITH THE 2014 FBC. |
| | GENERAL AFTER THE FACT PERMITS |
| | PLEASE BE ADVISED THE INSPECTOR MAY REQUIRE PREVIOUSLY |
| | COMPLETED WORK TO BE MADE ACCESSIBLE AND OPEN FOR |
| | INSPECTION OR REQUIRE ADDITIONAL DOCUMENTATION FOR ALL |
| | CONCEALED WORK PREVIOUSLY COMPLETED PURSUANT TO FBC 110 |
| | & FBC 117. |
| | FBC 110.1 GENERAL - CONSTRUCTION OR WORK FOR WHICH A |
| | PERMIT IS REQUIRED SHALL BE SUBJECT TO INSPECTION BY |
| | THE BUILDING OFFICIAL AND SUCH CONSTRUCTION OR WORK |
| | SHALL REMAIN ACCESSIBLE AND EXPOSED FOR INSPECTION |
| | PURPOSES UNTIL APPROVED. |
| | FBC 117 - THE BUILDING OFFICIAL MAY REQUIRE TESTS OR |
| | TEST REPORTS AS PROOF OF COMPLIANCE. REQUIRED TESTS ARE |
| | TO BE MADE AT THE EXPENSE OF THE OWNER, OR AGENT, BY AN |
| | APPROVED TESTING LABORATORY OR OTHER APPROVED AGENCY. |
| | |
| | 2) FBC-R404.1.6 HEIGHT ABOVE FINISHED GRADE. CONCRETE |
| | AND MASONRY FOUNDATION WALLS SHALL EXTEND ABOVE THE |
| | FINISHED GRADE ADJACENT TO THE FOUNDATION AT ALL POINTS |
| | A MINIMUM OF 4 INCHES (102 MM) WHERE MASONRY VENEER IS |
| | USED AND A MINIMUM OF 6 INCHES (152 MM) ELSEWHERE. |
| | PROVIDE TWO COPIES OF AN EXTERIOR WALL SECTION THAT |
| | SHOWS THE EXTERIOR GRADE, THE FINISH FLOOR ELEVATION |
| | AND THE CEILING ELEVATION. THE CURB WILL NEED TO BE SIX |
| | INCHES ABOVE THE ADJACENT EXTERIOR GRADE WHERE WOOD |
| | FRAMING IS USED. |
| | |
| | 3) R406.2 CONCRETE AND MASONRY FOUNDATION |
| | WATERPROOFING. IN AREAS WHERE A HIGH WATER TABLE OR |
| | OTHER SEVERE SOIL-WATER CONDITIONS ARE KNOWN TO EXIST, |
| | EXTERIOR FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE |
| | INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE |
| | WATERPROOFED FROM THE TOP OF THE FOOTING TO THE |
| | FINISHED GRADE. WALLS SHALL BE WATERPROOFED IN |
| | ACCORDANCE WITH ONE OF THE FOLLOWING: |
| | - 1. TWO-PLY HOT-MOPPED FELTS. |
| | |
| | - 2. FIFTY-FIVE-POUND (25 KG) ROLL ROOFING. |
| | |
| | - 3. SIX-MIL (0.15 MM) POLYVINYL CHLORIDE. |
| | |
| | - 4. SIX-MIL (0.15 MM) POLYETHYLENE. |
| | |
| | - 5. FORTY-MIL (1 MM) POLYMER-MODIFIED ASPHALT. |
| | |
| | - 6. SIXTY-MIL (1.5 MM) FLEXIBLE POLYMER CEMENT. |
| | |
| | -7. ONE-EIGHTH-INCH (3 MM) CEMENT-BASED, |
| | FIBER-REINFORCED, WATERPROOF COATING. |
| | |
| | -8. SIXTY-MIL (0.22 MM) SOLVENT-FREE LIQUID-APPLIED |
| | SYNTHETIC RUBBER. |
| | |
| | 4) FBC 107.3.5.3 - PROVIDE WIND DESIGN LOADS AND |
| | COMPONENT AND CLADDING DESIGN PRESSURES PURSUANT TO |
| | FBC-R301.2 ON THE PLANS. SPECIFY THE POSITIVE AND |
| | NEGATIVE COMPONENT AND CLADDING WIND DESIGN PRESSURES ( |
| | EXPOSURE C ) FOR THE FLAT ROOF ZONES 1, 2 & 3 ON SHEET |
| | A-1. THE ONES THAT ARE ON THE PLANS ARE NOT CORRECT. |
| | |
| | 5) SPECIFY THE SIZE AND TYPE OF WINDOWS AND EXTERIOR |
| | DOORS THAT WILL BE INSTALLED ON THE PLANS. FBC 107.2.1 |
| | DOOR NUMBER 4 IS SHOWN AS A DOUBLE FRENCH DOOR ON THE |
| | FLOOR PLANS AND IT IS NOT SPECIFIED AS A DOUBLE DOOR ON |
| | THE DOOR SCHEDULE ON SHEET 4. ALL OF THE DOORS ARE |
| | SPECIFIED AS WOOD IN THE SCHEDULE, MAKE SURE THAT THIS |
| | IS REFLECTED IN THE THE PRODUCT APPROVALS. |
| | |
| | 6) FBC 107.3.4 - PROVIDE TWO SETS OF PRODUCT APPROVALS |
| | FOR THOSE PRODUCTS WHICH ARE REGULATED BY DCA RULE 9N-3 |
| | THAT HAVE BEEN REVIEWED AND APPROVED IN WRITING BY THE |
| | DESIGNER OF RECORD. PROVIDE TWO COMPLETE PRODUCT |
| | APPROVALS WITH FL OR NOA NUMBERS INCLUDING INSTALLATION |
| | INSTRUCTIONS AND MAXIMUM DESIGN PRESSURES FOR EACH OF |
| | THE WINDOWS AND DOORS. |
| | |
| | 7) SHOW COMPLIANCE WITH FBC - R301.2.1.2 PROTECTION OF |
| | OPENINGS. GLAZED OPENINGS IN BUILDINGS LOCATED IN |
| | WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM |
| | WINDBORNE DEBRIS. GLAZED OPENING PROTECTION FOR |
| | WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE |
| | LARGE MISSILE TEST OF ASTM E 1996 AND ASTM E 1886 |
| | REFERENCED THEREIN, SSTD 12, TAS 201, 202 AND 203 OR |
| | AAMA 506, AS APPLICABLE. THE APPLICABLE WIND ZONES FOR |
| | ESTABLISHING MISSILE TYPES IN ASTM E 1996 ARE SHOWN IN |
| | SECTION R301.2.1.2.1. GARAGE DOOR GLAZED OPENING |
| | PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE |
| | REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD |
| | OR ANSI/DASMA 115. |
| | |
| | 8) FBC - R 301.2.1.2 SUBMIT TWO COPIES OF AN |
| | INSTALLATION SCHEDULE AND KEY PLAN FOR THE STORM |
| | PANELS. SPECIFY THE OPENING SIZE, THE WIND PRESSURES, |
| | TYPE OF ANCHOR, ANCHOR SPACING, EDGE DISTANCE, PANEL |
| | LENGTH, PANEL SPAN, SEPARATION DISTANCE FROM PANEL TO |
| | GLASS AND THE APPLICABLE SECTION NUMBER FROM THE |
| | INSTALLATION DRAWINGS. I HAVE INCLUDED A LINK TO THE |
| | CONSTRUCTION SERVICES DEPARTMENT SITE THAT HAS MANY OF |
| | THE RELATED FORMS INCLUDING THE SCHEDULE FOR |
| | INSTALLATION OF OPENING PROTECTIVE DEVICES. |
| | HTTP://WPB.ORG/DEVELOPMENT/FORMS-AND-PUBLICATIONS/ |
| | |
| | 9) FBC 107.3.5.3 INDICATE THE MEANS OF TERMITE |
| | PROTECTION PROPOSED PURSUANT TO FBC-R318. |
| | |
| | 10) IN ORDER TO REDUCE PLAN REVIEW TIME, PLEASE SUBMIT |
| | A RESPONSE LETTER INDICATING HOW EACH OF THE REVIEW |
| | COMMENTS HAS BEEN ADDRESSED. |
| | |
