| Date |
Text |
| 2019-05-17 15:54:43 | ****CORRECTIONS**** |
| | W.P.B. PERMIT: 19040727 |
| | REVIEWED: MAY 17, 2019 |
| | |
| | DYLAN BATTLES |
| | BUILDING PLANS EXAMINER PX4191 |
| | [email protected] |
| | 561-805-6718 |
| | |
| | FBC[AMENDED] = FLORIDA BUILDING CODE,6TH EDITION (2017) |
| | FBC[B] = FBC BUILDING |
| | FBC[EXISTING] = FBC EXISTING BUILDING |
| | FBC[A] = FBC ACCESSIBILITY |
| | FBC[E] = FBC ENERGY CONSERVATION |
| | FBC[R] = FBC RESIDENTIAL |
| | |
| | 1) 107.2.5 FBC[AMENDED] DEMOLITION PLAN. |
| | - PROVIDE DEMOLITION PLAN TO SHOW EXISTING AREA TO BE |
| | REMOVED. |
| | |
| | 2) 109.3 FBC[AMENDED] PROVIDE COPY OF PROPOSAL WITH |
| | CONTRACTOR TO SHOW WORK VALUE EQUAL TO THE AMOUNT SHOWN |
| | ON PERMIT APPLICATION, OR ADJUST VALUE TO MATCH ACTUAL |
| | COST OF WORK. PLEASE ADJUST FEE AT FRONT DESK AND PAY |
| | ADJUSTED PERMIT REVIEW FEE AT TIME OF RE-SUBMITTAL. |
| | - VALUE TO BE BASED ON COST OF CONSTRUCTION AS IF BEING |
| | DONE BY CONTRACTOR. ALTHOUGH THIS IS OWNER BUILDER THE |
| | COST OF 4000.00 DOLLARS SEEMS LOW FOR ADDITION WITH |
| | MULTIPLE TRADES. PLEASE PROVIDE A COST BREAKDOWN FOR |
| | THE ADDITION BASED ON CURRENT CONSTRUCTION INDUSTRY |
| | STANDARDS. |
| | |
| | 3) 481.221(2)?SEALS; DISPLAY OF CERTIFICATE NUMBER |
| | - PLANS NEED TO BE SIGNED AND SEALED BY THE ARCHITECT |
| | OF RECORD FROM REGINALD ACOX & ASSOCIATES. IF THAT IS |
| | NOT THE COMPANY THAT PRODUCED THE DRAWINGS FOR THIS |
| | ADDITION PLEASE REMOVE THEIR TITLE BLOCK AND HAVE THE |
| | RESPONSIBLE PARTY PUT THEIR NAME AND SIGNATURE ON THE |
| | PLANS. |
| | |
| | 4) 1101.1 ADDITION VS. LEVEL 2 ALTERARTION |
| | - THIS WOULD BE CLASSIFIED AS AN ADDITION INSTEAD OF A |
| | LEVEL 2 ALTERATION. PROVIDE EXISTING UNDER AIR AREA, |
| | ADDITION (PROVIDED) AND NEW TOTAL. |
| | |
| | 5) 103.1.1.2 FBC[RE] THE BUILDINGS OWNER, THE OWNERS |
| | ARCHITECT OR OTHER AUTHORIZED AGENT LEGALLY DESIGNATED |
| | BY THE OWNER SHALL CERTIFY THAT THE BUILDING IS IN |
| | COMPLIANCE WITH THE CODE, AS PER SECTION 553.907, |
| | FLORIDA STATUTES, PRIOR TO RECEIVING THE PERMIT TO |
| | BEGIN CONSTRUCTION OR RENOVATION. 553.907, FLORIDA |
| | STATUTES. |
| | - PLEASE HAVE THE OWNER SIGN THE ENERGY CALCULATIONS. |
| | |
| | 6) 401.3 FBC[RE] PROVIDE ENERGY PERFORMANCE LEVEL |
| | (EPL)DISPLAY CARD WITH THE ENEGRY CALCULATIONS TO SHOW |
| | ESTIMATED ENERGY PERFORMANCE LEVEL. THIS CARD IS TO BE |
| | SIGNED BY BUILDER AND AVAILABLE FOR INSPECTOR TO REVIEW |
| | FOR BUILDING FINAL. |
| | - ADD EPL CARD TO ENERGY CALCULATION SUBMITTAL. THIS IS |
| | IN THE MANDATORY CATEGORY FOR ALL COMPLIANCE TYPES. |
| | |
| | 7) 318 FBC[R] INDICATE THE MEANS OF TERMITE PROTECTION |
| | PROPOSED AND REFERENCE SECTION R308 FOR STANDARDS. |
| | - HOW WILL TERMITE PROTECTION BE PROVIDED AT EXISTING |
| | SLAB? |
| | |
| | 8) 403.4 FBC[R] EXTERIOR FOOTINGS SHALL BE PLACED NOT |
| | LESS THAN 12 INCHES BELOW THE UNDISTURBED GROUND |
| | SURFACE. WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL |
| | ALSO CONFORM TO SECTIONS R403.1.4.1 THROUGH R403.1.4.2. |
| | - PROVIDE DIMENSIONS OF EXISTING FOOTER. |
| | |
| | 9) 506.2.3 FBC[R] VAPOR RETARDER. A 6-MIL (0.006 INCH; |
| | 152 ?M) POLYETHYLENE OR APPROVED VAPOR RETARDER WITH |
| | JOINTS LAPPED NOT LESS THAN 6 INCHES (152 MM) SHALL BE |
| | PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE |
| | COURSE OR THE PREPARED SUBGRADE WHERE NO BASE COURSE |
| | EXISTS. |
| | - HOW WILL A VAPOR BARRIER BE INSTALLED AT EXISTING |
| | SLAB. |
| | |
| | 10) 403.1.6 FBC[R] FOUNDATION ANCHORAGE. WOOD SILL |
| | PLATES AND WOOD WALLS SUPPORTED DIRECTLY ON CONTINUOUS |
| | FOUNDATIONS SHALL BE ANCHORED TO THE FOUNDATION IN |
| | ACCORDANCE WITH THIS SECTION. COLD-FORMED STEEL FRAMING |
| | SHALL BE ANCHORED DIRECTLY TO THE FOUNDATION OR |
| | FASTENED TO WOOD SILL PLATES ANCHORED TO THE |
| | FOUNDATION. ANCHORAGE OF COLD-FORMED STEEL FRAMING AND |
| | SILL PLATES SUPPORTING COLD-FORMED STEEL FRAMING SHALL |
| | BE IN ACCORDANCE WITH THIS SECTION AND SECTION R505.3.1 |
| | OR R603.3.1. WOOD SOLE PLATES AT ALL EXTERIOR WALLS ON |
| | MONOLITHIC SLABS, WOOD SOLE PLATES OF BRACED WALL |
| | PANELS AT BUILDING INTERIORS ON MONOLITHIC SLABS AND |
| | ALL WOOD SILL PLATES SHALL BE ANCHORED TO THE |
| | FOUNDATION WITH MINIMUM 1/2-INCHDIAMETER (12.7 MM) |
| | ANCHOR BOLTS SPACED A MAXIMUM OF 6 FEET (1829 MM) ON |
| | CENTER OR APPROVED ANCHORS OR ANCHOR STRAPS SPACED AS |
| | REQUIRED TO PROVIDE EQUIVALENT ANCHORAGE TO |
| | 1/2-INCH-DIAMETER (12.7 MM) ANCHOR BOLTS. BOLTS SHALL |
| | EXTEND A MINIMUM OF 7 INCHES (178 MM) INTO CONCRETE OR |
| | GROUTED CELLS OF CONCRETE MASONRY UNITS. THE BOLTS |
| | SHALL BE LOCATED IN THE MIDDLE THIRD OF THE WIDTH OF |
| | THE PLATE. A NUT AND WASHER SHALL BE TIGHTENED ON EACH |
| | ANCHOR BOLT. THERE SHALL BE A MINIMUM OF TWO BOLTS PER |
| | PLATE SECTION WITH ONE BOLT LOCATED NOT MORE THAN 12 |
| | INCHES (305 MM) OR LESS THAN SEVEN BOLT DIAMETERS FROM |
| | EACH END OF THE PLATE SECTION. INTERIOR BEARING WALL |
| | SOLE PLATES ON MONOLITHIC SLAB FOUNDATION THAT ARE NOT |
| | PART OF A BRACED WALL PANEL SHALL BE POSITIVELY |
| | ANCHORED WITH APPROVED FASTENERS. SILL PLATES AND SOLE |
| | PLATES SHALL BE PROTECTED AGAINST DECAY AND TERMITES |
| | WHERE REQUIRED BY SECTIONS R317 AND R318. EXCEPTIONS: |
| | - SHEET A-2 SHOW DOUBLE SILL CONNECTED WITH 5 INCH |
| | TAPCONS. AFTER 3 INCHES OF WOOD THAT WOULD BE 1 1/2 |
| | EMBEDMENT INTO 4 IN SLAB THAT SITS ON TOP OF EXISTING |
| | FOOTER. FBC 403.1.6 CALLS FOR 7 INCHES OF EMBEDMENT OF |
| | 1/2 INCH ANCHOR BOLT 6' O.C. THIS WOULD HELP TIE |
| | EXISTING SLAB, NEW 4 INCH SLAB AND SILL PLATE. PLEASE |
| | SPECIFY ANCHOR BOLT TO MEET 403.1.6. |
| | |
| | 11) 806 FBC[R] SUPPLY VENTING CALCULATIONS FOR THE |
| | ATTIC AND HOW THE AREA OF VENTING WILL BE ACHIEVED, OR |
| | FOLLOW R805.5 FOR UNVENTED. |
| | - ARE THE ROOF JOISTS VENTED? |
| | |
| | 12) 806.5 FBC[R] UNVENTED ATTIC AND UNVENTED ENCLOSED |
| | RAFTER ASSEMBLIES. 5.1.2. WHERE AIR-PERMEABLE |
| | INSULATION IS PROVIDED INSIDE THE BUILDING THERMAL |
| | ENVELOPE, IT SHALL BE INSTALLED IN ACCORDANCE WITH |
| | SECTION 5.1.1. IN ADDITION TO THE AIR-PERMEABLE |
| | INSULATION INSTALLED DIRECTLY BELOW THE STRUCTURAL |
| | SHEATHING, RIGID BOARD OR SHEET INSULATION SHALL BE |
| | INSTALLED DIRECTLY ABOVE THE STRUCTURAL ROOF SHEATHING |
| | IN ACCORDANCE WITH THE R-VALUES IN TABLE R806.5 FOR |
| | CONDENSATION CONTROL. |
| | - REVIEW THIS SECTION IF UNVENTED AT CEILING JOISTS. |
| | |
| | 13) 107.3.4.1 FBC[AMENDED] PROVIDE PRODUCT (P.A.) |
| | APPROVALS FOR SLIDING GLASS DOOR. IF NON IMPACT PROVIDE |
| | P.A. FOR SHUTTER PROTECTION |
| | |
| | 14) 107.3.4.1 FBC[AMENDED] PROVIDE PRODUCT APPROVALS |
| | FOR ROOFING, OR INDICATE THAT YOU WOULD LIKE THEM |
| | DEFERED. |
| | - IF DEFERRED THE PRODUCT APPROVAL FOR FLAT ROOF WILL |
| | NEED TO BE SUBMITTED WITH ROOFING SUB PERMIT. |
| | |
| | 15) 703.7.2.1 FBC[R] WEEP SCREEDS. A MINIMUM 0.019-INCH |
| | (0.5 MM) (NO. 26 GALVANIZED SHEET GAGE), |
| | CORROSION-RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED, |
| | WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 31/2 |
| | INCHES (89 MM) SHALL BE PROVIDED AT OR BELOW THE |
| | FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN |
| | ACCORDANCE WITH ASTM C926. THE WEEP SCREED SHALL BE |
| | PLACED NOT LESS THAN 4 INCHES (102 MM) ABOVE THE EARTH |
| | OR 2 INCHES (51 MM) ABOVE PAVED AREAS AND SHALL BE OF A |
| | TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE |
| | EXTERIOR OF THE BUILDING. THE WEATHER-RESISTANT BARRIER |
| | SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH |
| | SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF |
| | THE WEEP SCREED. |
| | |
| | 16) 703.7.3 FBC[R] WATER-RESISTIVE BARRIERS. |
| | WATER-RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED |
| | IN SECTION R703.2 AND, |
| | - THIS CALLS FOR 15 # FELT OVER THE PLYWOOD. |
| | |
| | 17) 703.2 FBC[R] WATER-RESISTIVE BARRIER. ONE LAYER OF |
| | NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, |
| | COMPLYING WITH ASTM D226 FOR TYPE 1 FELT OR OTHER |
| | APPROVED WATER-RESISTIVE BARRIER SHALL BE APPLIED OVER |
| | STUDS OR SHEATHING OF ALL EXTERIOR WALLS. |
| | - THE SECOND LAYER CAN BE THE PAPER BACK LATH . |
| | |
| | NOTES: |
| | |
| | -PLEASE PROVIDE COMMENT RESPONSE SHEET TO EXPLAIN HOW |
| | EACH COMMENT IS BEING ADDRESSED. |
| | |
| | -ADDITIONAL COMMENTS MAY BE FORTHCOMING PENDING REVIEW |
| | OF MATERIALS REQUESTED. |
| | |
| | -WHEN RESUBMITTING, PROVIDE TWO IDENTICAL COLLATED SETS |
| | OF DOCUMENTS FOR ISSUANCE. OLD SHEETS (BOTH SETS) |
| | SHOULD BE RETAINED IN THE PACKAGE; PLEASE DO NOT |
| | DISCARD ANY DOCUMENTS. THEY SHOULD BE BOUND TOGETHER |
| | SEPARATELY FROM THE TWO ISSUANCE SETS AND MARKED "VOID" |
| | OR "OLD SHEETS". PLEASE DO NOT STAMP THE PLANS VOID AS |
| | APPLICANTS ARE INADVERTENTLY STAMPING SHEETS THAT WE |
| | NEED "VOID", RENDERING THEM NOT USABLE. |
| | |
| | PLEASE FEEL FREE TO CONTACT ME AT 561-805-6718 (M-F |
| | 8-5) TO DISCUSS COMMENTS, OR E-MAIL ANYTIME |
| | [email protected] |
| | |
| | |
| | |
