| 2020-01-16 10:13:25 | BUILDING REVIEW COMMENTS: |
| | |
| | W.P.B. PERMIT: 19120788 |
| | REVIEWED: JANUARY 16, 2020 |
| | |
| | DYLAN BATTLES |
| | BUILDING PLANS EXAMINER PX4191 |
| | [email protected] |
| | 561-805-6718 |
| | |
| | FLORIDA BUILDING CODE,6TH EDITION (2017) |
| | FBC[AMENDED] = 2017 CHAPTER 1 WPB AMENDMENTS (SEE LINK |
| | BELOW) |
| | HTTPS://WPB.ORG/DEPARTMENTS/DEVELOPMENT-SERVICES/FORMS/ |
| | BUILDING-PERMIT-FORMS |
| | FBC[EXISTING] = FBC EXISTING BUILDING |
| | FBC[E] = FBC ENERGY CONSERVATION |
| | FBC[R] = FBC RESIDENTIAL |
| | |
| | 1) PLEASE ADD EXISTING SQ FOOTAGE OF STRUCTURE, SQ. |
| | FOOTAGE PROPOSED AND TOTAL NEW SQ. FOOTAGE. |
| | - THIS DATA IS NEEDED FOR IMPACT REVIEW. EXISTING SQ. |
| | FOOTAGE CAN BE OBTAINED FROM PROPERTY APPRAISER |
| | WEBSITE. |
| | |
| | 2) 401.2 FBC[RE] PROVIDE ENERGY CALCULATIONS TO MEET |
| | REQUIREMENTS IN R401.2 RESIDENTIAL ENERGY CODE. CHOOSE |
| | METHOD IN R401.2 AND SUPPLY DOCUMENTATION. |
| | - IF USING PRESCRIPTIVE FOR ENERGY CODES PLEASE STATE |
| | THAT ON PLANS AND STATE THE SHGC FOR THE WINDOWS AND |
| | SLIDER. (SEE TABLE R402.1.2). CLIMATE ZONE = 1 |
| | |
| | 3) ADD NOTE THAT ROOF IS EXISTING AND WILL REMAIN. |
| | - I CAN REMOVE ROOFING REVIEW IF ROOF IS REMAINING. |
| | |
| | 4) 318 FBC[R] INDICATE THE MEANS OF TERMITE PROTECTION |
| | PROPOSED AND REFERENCE SECTION R308 FOR STANDARDS. |
| | - ADD NOTE AS TO HOW TERMITE PROTECTION WILL BE |
| | PROVIDED. |
| | |
| | 5) 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. |
| | - I CANNOT TELL WHAT SUPPORTS THE NEW IN-FILL WALLS |
| | WINDOWS AND SLIDERS OTHER THAN EXISTING SLAB.. WITH |
| | INCREASE IN LOAD AND LOADS BEING APPLIED TO CORNER, |
| | FURTHER DETAILS WOULD BE NEEDED TO SHOW HOW IT IS |
| | STRUCTURALLY ABLE TO HANDLE THE INCREASES. |
| | |
| | 6) ASCE 7-10 26.7.1 WIND EXPOSURE CATEGORY. |
| | - PLEASE PROVIDE WIND EXPOSURE CATEGORY. THIS WOULD BE |
| | CATEGORY C. |
| | |
| | 7) 317.19(5) FBC[R] WOOD SIDING, SHEATHING AND WALL |
| | FRAMING ON THE EXTERIOR OF A BUILDING HAVING A |
| | CLEARANCE OF LESS THAN 6 INCHES (152 MM) FROM THE |
| | GROUND OR LESS THAN 2 INCHES (51 MM) MEASURED |
| | VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, PATIO |
| | SLABS AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE |
| | WEATHER. |
| | - CHECK SHEATHING DISTANCE FROM GRADE TO SEE IF IT |
| | SHOULD BE TREATED. |
| | |
| | 8) R403.1.6 FOUNDATION ANCHORAGE. WOOD SILL PLATES AND |
| | WOOD WALLS SUPPORTED DIRECTLY ON CONTINUOUS FOUNDATIONS |
| | SHALL BE ANCHORED TO THE FOUNDATION IN ACCORDANCE WITH |
| | THIS SECTION. |
| | - 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. |
| | |
| | 8A) TYPICAL WALL SECTION STATES ATTACH TOP AND BOTTOM |
| | WITH SIMPSON SSP. SSP WONT CONNECT TRIPLE SILL PLATE TO |
| | THE STUD. PLEASE USE STRAP THAT WILL CONNECT ALL WOOD |
| | MEMBERS AND REVIEW USING ANCHOR BOLTS AT SILL. |
| | - SINCE YOU MAY NEED MORE CONCRETE BELOW THE SILL, WHY |
| | HAVE TRIPLE SILL PLATE INSTEAD OF CONCRETE? |
| | |
| | 8B) PLEASE SHOW CONNECTION OF IN-FILL WALLS TO EXISTING |
| | WALLS AND COLUMNS. |
| | - ALSO, PROVIDE NAILING TYPE AND SPACING FOR SHEATHING |
| | AND LATHE. |
| | |
| | 9) 703.7.3 FBC[R]WATER-RESISTIVE BARRIERS. |
| | 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. |
| | - 15# FELT WILL ACT AS WATER BARRIER AND PAPER BACKED |
| | LATHE CAN SERVE AS TYPE D LAYER OVER TOP TO ALLOW |
| | MOISTURE TO ESCAPE FROM BETWEEN THE 2 LAYERS. |
| | |
| | NOTES: |
| | |
| | -PLEASE PROVIDE COMMENT RESPONSE SHEET TO EXPLAIN HOW |
| | EACH COMMENT IS BEING ADDRESSED. |
| | |
| | -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] |
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