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2017 FBC RESIDENTIAL SECTION R703.4 FLASHING APPROVED CORRISION RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURE FRAMING COMPONENTS. SELF ADHERED MENBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTION WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION. ASTM C 1281 AAMA 812 OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION RESISTANT FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTANT BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING. 1.1 THE FENESTRATION MANUFACTURERS INSTALLATION AND FLASHING INSTRUCTIONS OR THE APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURERS INSTRUCTIONS IN ACCORDANCE WITH THE FLASHING MANUFACTURERS INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTANT BARRIER FOR SUBSEQUENT DRAINAGE OPENINGS USING PAN FLASHING SHALL BE INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES MORE OF THE FOLLOWING. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS 1.4 IN ACCORDANCE WITH FMA/AMMA 100 FMA/AAMA 200 FMA/WDMA 250 FMA/AMMA/WDMA 300 OR FMA AAMA/WDMA 400 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS 3. UNDER AND AT THE ENDS OF MASONRY WOOD OR METAL COPINGS AND SILLS 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM 5. WHERE EXTERIOR PORCHES, DECKS AND STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME CONSTRUCTION 6. AT WALL AND ROOF INTERSECTIONS 7. AT BUILT-IN GUTTERS ATTACH WINDOW & DOOR FRAMES TO BLOCK WALL WITH TAPCON SCREWS SPACED AT WINDOW/DOOR MANUFACTURER'S SPEC'S (TAPCONS MUST PENETRATE THROUGH BUCKSTRIPS & INTO BLOCK 1 1/4' MINIMUM) P.T. BUCKS ACHED TO -I 0.09r x 1 ULS SPACE ).C. MAXIMI ;ONRY BLO, NOTE: WINDOWS & DOORS MUST BE INSTALLED SUCH THAT THE MAXIMUM GAP BETWEEN THE FRAME AND BUCKSTRIP IS 1/4"; IF THICKER BUCKSTRIP MATERIAL IS NEEDED RIP IT FROM 1 1/2" MATERIAL S ATTACH TO BLOCK WITH 3/16' TAPCONS AT 8' O.C. (TAPCON MUST PENETRATE BLOCK 1 1/4' MINIMUM) WINDOW BUCKSTRIP DETAIL DOOR BUCKSTRIP DETAIL NOT TO SCALE NOT TO SCALE MASONRY INSTALLATION - WINDOWS BUCKSTRIPS SHOULD BE PLACED AND SET IN A BEAD OF SEALANT. SEAL THE EXTERIOR JOINT BETWEEN THE MASONRY AND THE BUCKSTRIP. ALL GAPS ARE TO BE SEALED. BUCKSTRIPS WILL RUN THE ENTIRE LENGTH OF THE WINDOW OPENING. IF THE SILL IS PRE -CAST, A BUCKSTRIP IS NOT REQUIRED. BUCKSTRIPS ARE TO BE MADE OF PRESSURE TREATED SPRUCE, YELLOW PINE, OR COMPARABLE LUMBER. UNDER FLORIDA BUILDING CODE, A BEVEL OR TAPER LOCATED ON THE BUCK IS PERMITTED IF THE WINDOW FRAME IS COMPLETELY SUPPORTED AT BOTH THE INTERIOR AND EXTERIOR BY THE BUCKSTRIP. 3/4" THICK WOOD BUCKSTRIPS FASTENERS FOR INSTALLATION WILL BE MASONRY SCREWS (MINIMUM 3/16" X 2 3/4"), INSTALLED THROUGH THE BUCKSTRIP AND WINDOW INTO THE MASONRY. WINDOW MAY BE SHIMMED AS NECESSARY PROVIDED A SCREW EMBEDMENT (MINIMUM 1 1/4") IS MAINTAINED IN THE MASONRY. FASTENERS WILL BE LOCATED A MAXIMUM OF 4" FROM EACH CORNER AND A MAXIMUM OF 18" O.C. THEREAFTER IT IS RECOMMENDED NOT TO INSTALL FASTENERS THROUGH THE SILL OF THE WINDOW. BUCKSTRIPS SHOULD MEASURE NO LESS THAN 3/4" X 2 1 /8". 1 1/2" THICK (OR GREATER) WOOD BUCKSTRIPS (NOT SHOWN) WINDOW FASTENERS FOR INSTALLATION SHOULD BE A MINIMUM #10 X 1 1/2" WOOD SCREWS, INSTALLED INTO THE BUCKSTRIP THROUGH THE WINDOW. WINDOW MAY BE SHIMMED AS NECESSARY PROVIDED A SCREW EMBEDMENT (OF MINIMUM 1 1/4") IS MAINTAINED IN THE BUCKSTRIP. FASTENERS SHOULD BE LOCATED A MAXIMUM OF 4" FROM EACH CORNER AND A MAXIMUM OF 18" O.C. IT IS RECOMMENDED NOT TO INSTALL FASTENERS THROUGH THE SILL OF THE WINDOW. BUCKSTRIPS SHOULD BE NO LESS THAN 1 1/2" X 2 1/8". TO MAINTAIN A 1 1/4" EMBEDMENT, BUCKSTRIPS SHOULD BE INSTALLED USING MINIMUM 3/16" X 2 3/4" ''..I MASONRY SCREWS AND BE 18" O.C. THEREAFTER. FRAME INSTALLATION - WINDOWS " INSTALLATION FASTENERS FOR WINDOWS ARE TO BE A 1 1/2" (MINIMUM), 4D NAILS OR #6 X 1 1/2" DRYWALL SCREW, WITH AN EMBEDMENT OF 1 1/2" (MINIMUM). FASTENERS SHOULD BE LOCATED AT A MAXIMUM OF 4" FROM EACH CORNER AND 18" O.C. THEREAFTER FOR SCREWS AND 9" O.C. FOR NAILS. IT IS RECOMMENDED FOR ALL SCREWS AND/OR NAILS TO BE SEALED, PREVENTING INTRODUCTION OF WATER AND AIR. PRODUCT MAY BE SHIMMED AS NECESSARY. " #5 VERT. HALL REINF. 1/2" x b" "L" BOLT FILL CELLS SOLID (3 PER SIDE) P.T. DOOR STOP 2xb P.T. #2 5YP JAMB II TRAGK/BRAGKET FASTEN PER MANUF. 5PEG5. GARAGE DOOR ATTACHMENT DETAIL NOT TO SCALE GARAGE DOOR JAMB NOT TO SCALE ASPHALT ROOF S1 UNDERLAPM VENT HOOD FLA R�L/I V LUI \ ROOF VENTS (OFF RIDGE) DETAIL INSTALL SHINGLES OVER FLANGE ❑PTI❑NAL, AT HEAD LEAD BOOT FLASHING W/ INTEGRAL SHINGLE RO❑FING OVER 15# FELT FLANGE SET IN PLASTIC ROOF CEMENT OVER 7/16' OR 15/32' CDX PLYWOOD VENT SEE SIZE ANDCL❑CATI❑NSMBING F❑R FLEXIBLE BOOT FLASHING WITH INTEGRAL FLANGE SET IN PLASTIC ROOF CEMENT INSTALL FLANGE OVER SHINGLE AT BASF ---,.- NOTES, 1, INSTALL IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTI❑NS 2. APPLY R❑❑FING CEMENT OR SELF -ADHERING FLASHING OVER FLANGE AT HEAD ONLY ROOF PENETRATION FLASHING DETAIL VALLEY 1 S ROOF I CUT TOP CORNER OF UNDERLAYMENT TO INSURE PROPER DIVERSION OF WATER IN THE METAL VALLEY ROOF UNDERLAYME VALLEY FLASHING (EXTEND ENTIF WIDTH OF VALLEY METAL BEYONI ROOF EDGE STANDARD HIP & RIDGE CUT FROM METRIC THREE TAB SHINGLES PREVAILING 5" WIND DIRECTION '--5 5/8" FAS1 DISTANCE STANDARD MANSARD OR NORMAL WIND AREAS HIGH WIND AREAS o. 5" EXPOSURE UNDERLAPMENT TO LAP OVER VALLEY METAL A MINIMUM OF 2" VALLEY UNDERLA YIVIENT do FLASHING DETAIL SHINGLE NAILING NOTES: ALL NAILS MUST PENETRATE AT LEAST 3/4" INTO THE WOOD ROOF DECK. NAIL SHINGLES WITH 11 OR 12 GAUGE GALVANIZED NAILS WITH 3/8" DIAMETER HEADS - 6 REQUIRED (AS SHOWN IN "HIGH WIND AREAS") ROOF -TO -WALL FLASHING NOTES: 4" X 5" ANGLE FLASHING - 26 GAUGE GALVANIZED METAL, RUBBER VALLEY FLASHING OR 12" WIDE - 26 GAUGE GALVANIZED METAL WITH SHINGLES OVER THE TOP. MATERIAL SPECIFICATIONS: UNDERLAYMENT SHALL CONFORM TO ASTM D226, TYPE I OR ASTM 4869, TYPE I. ENING FLASHING FOR ASPHALT SHINGLES SHALL COMPLY WITH FBC R905.2.8 ASPHALT SHINGLES SHALL COMPLY TO ASTM D225 OR ASTM D3462. VALLEY LINER UNDERLAYMEN 2„ -6" MIN. -EXTRA -NAIL ASPHALT PLASTIC CEMENT CLIP CORNER ROOF SHINGLE 8c FLASHING INSTALLATION SPEC'S NOT TO SCALE hereby certify that I have reviewed this plan and found it to be in compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition David W. Smith, P.E. #53608 NAILING SGHEDULE ALL NAILS ARE d GOMMON NUMBER AND 5PAGIN6 LED6ER STRIP 16d 3 ® EA. J015T 50LE PL. TO J015T OR 5LK'6-FACE NAIL 16d Ib' O.G. TOP OR 50LE PL. TO 5TUD-END NAIL Ibd 2 STUD TO 50LE PL.-TOE NAIL bd/Ibd 3/2 DBL. 5TUD5-FACE NAIL IOd 24" O.G. DBL. TOP PLATE5-FACE NAIL IOd I6' O.G. GONTINUOU5 HD'R THO PLAGE5 Ibd 16' O.G. ALONG EA. EDGE GONTINUOU5 HD'R TO STUD -TOE NAIL bd 3 IXb SHEATHING OR LE55 TO EA. BRN'6-FADE NAIL bd 2 OVER IXb 5HEATHIN6 TO EA. BRN'6-FACE NAIL bd 2 BUILT UP CORNER 5TU05 IOd 24" O.G. BUILT UP 61RDER5 AND BM'5 Ut' TO TRU55 MEMBERS IOd 32" O.G. ® TOP AND BOTT. AND 5TA66ERED 2 END5 ® EA. 5PLIGE 1/2" 6YP5UM 5HEATHIN6 II 6A. 1-112" 6ALV.1116" HEAD. 4" ON EDGE b" IN FIELD 5/b" 6YP5UM 5HEATHIN6 II 6A. 1-3/4" 6ALV.1/I6" HEAD. 4" ON EDGE b" IN FIELD 112" 6YP5UM HALLBOARD I-3/b" DRYWALL NAIL 1/I6" HEAD. T ON GEILIN6 W ON KkL5 5/b" 6YP5UM HALLBOARD I-112" DRYWALL NAIL 1/I6' HEAD. 1" ON GEILIN6 WON WALL5 HARD BD.. LAP 51DIN6-DIREGT TO 5TUD bd GORRO51ON RE515TANT W/ MIN. SHANK DIA. OF .099" AND A MIN. HD. DIA. OF 24" 16' O.G. ® TOP AND BOTTOM EDGES HARD BD.. LAP 51DIN6 OVER 5HEATHIN6 IOd GORRO510N RE515TANT W/ MIN. SHANK DIA. OF .099" AND A MIN. HD. DIA. OF 24" Ib' O.G. ® TOP AND BOTTOM ED6E5 HARD BD.. PANEL 51DIN6 DIRECT TO 5TUD5 bd CORRO51ON RE515TANT W/ MIN. 5HANK DIA. OF .042" AND A MIN. HD. DIA. OF 225" b" O.G. ® E06E5 AND 12" O.G. INTERMEDIATE SUPPORT5 HARD BD.. PANEL 510IN6 OVER 5HEATHIN6 bd GORRO51ON RE515TANT H/ MIN. 5HANK DIA. OF .OG2" AND A MIN. HD. DIA. OF 225" b" O.G. ® E06E5 AND 12" O.G. INTERMEDIATE 5UPPORT5 NAILING SCHEDULE REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 18 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R306.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R306.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZJNG IN DOORS AND ENCLOSURES FOR HOT TUBS WHIRLPOOLS SAUNAS, STEAM ROOMS BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMOARTMENTS WHERE THE 6OTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES(1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WAL.IONG SURFACE. 6. GLAZING, IN AN INDMDUAL FIXED OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 244NCHS810MMIARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDMDUAL FIXED OR OPERABLE PANEL OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE THAT MEETS ALL OF THE FOLLOWING CONDMRi: T.1 DOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.838 M2)_ 7.2 BOTTOM EDGE LESS THAN 18 INCHES C91' MM ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 38 INCHE84 MM3 ABOVE THE FLOOR.7A ONE OR MORE WALING SURFACESIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTR�ORSAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES EEroci--0 NG INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 80 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 80 INCHES (1524 MM LHOR17 NTALI.Y OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLA23NG AND ALL PANES IN MULTIPLE GLAZING. 10. NG ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES 914 MM) HORIZONTALLY OF A WALING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 80 INCH �S (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. I I. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES 1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN TREAD. WHEN THE EXPOSED SURFACE OF THIS GLASS IS LESS THAN 80 INCHES (1524 MM) ABOVE THE NOSE OF THE EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1 OR 7. 3. GLAZING IN SECTION R306A, ft-m 8, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZINO IN SECTION R 308r4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION ii306A, REM 2. 5. GLAZING INCHES IN SEC71ON 2 INCHES (911R308.4.3, * MM , WHEN 51 MM) AABOVEE THE FLOOR. VE BAR I HE BAR SHILL BE CINSTALLED ON APABLE OF�WITHSTANDING A HORIZONTAL. BLE SIDE(S) OF THE GLAZING LOAD OF 50 POUNDS PER LINEAR FOOT KGIM) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 %*WM8(wWA)N HEIGHT. 8. OUTBOARD PANES IN INSULATING G(�LASSS UNITS (/FgAND OT)bHER MULTIPLE GLAZED PANELS IN SECTION R308.4 n EM 7 WHEN 7. L HE BOTTOM EDGE OF THE GLASS IS 25 FEET OUVERED�WMDOVI 3 AN45 D JALOl S1E3 COMPLYING WITH THE REQU lug EI�AENT ADJACENTSECTION TO OR MORE ABOVE GRADE, A ROOF WR908.20 EXTERIORiik GLASS ' c3R OTHER 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308A, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 92 THE PLANE OF !RE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. TABLE R302.6 DWELLING -GARAGE SEPARATION SEPARATION MATERIAL FROM THE RESIDENCE AND ATTICS EQUIVALl THAAP1/2 TO TH UGARAGE SIDE FROM HABITABLE ROOMS ABOVE THE GARAGE N8TRI,ESOSR TMXPN- VCH TYPE X GYPSUM USEDCFORESSEPERATIONTREQUIREDRBYETHS SECTION LIES NOT TEQUIVALENN 1/2-INCH GYPSUM BOARD GARAGES LOCATED LESS THAN 3 FEET FROM A DWELLING UNIT ON SAME LOT NOT LESS THAN 1 2-INCH GYPSUM BOARD OR EQUIVALENT APP IED TO THE INTERIOR SIDE OF EXTERIOR WALLS THAT ARE WITHIN THIS AREA ENGINEER LICENCE #53608 BUTTERFIELD INVESTMENTS INC RICK GOLLHARDT - DRAFTSMAN 5985 14TH STREET 813-781-3651 ZEPHYRHILLS, FLORIDA rgollhardt@tampabay.rr.com D.W. SMITH ,M.S.9P.E.#53608 DETAILS FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE-DADE CITY, FLORIDA 33525 SCALE DATE PHONE: 813-469-2289 E-MAIL: dwsflpe@earthhnk. net DO NOT SCALE 30 AUG 2020 DESIGN/DRAWN CHECKED R. GOLLHARDT D.W.S.,p.e. SHEET OF 7 OF 9 JOB NO, 2020-0818