|
d
<br />CONT NIOUS ALUM DRIP EDGE
<br />ATTACHED PER MANUFACTURER
<br />2X4 PT WOOD SUB ATTACHED
<br />EACH TRUSS WITH 8d COMMON
<br />NAILS (2) EACH TRUSS
<br />SOFFIT AND FASCIA
<br />TRIM ATTACHED PER MANUF. SP
<br />FASTEN 7/ 1 6" CDX OR OSB V
<br />SHEATHING WITH 8d COMMON
<br />@ 6" AT EDGES AND 8" O.C.
<br />EXTERIOR AND INTERIOR WALLc
<br />1/4 X 4"
<br />@ 24 O.C.
<br />STANDARD HIP & RIDGE CUT
<br />FROM METRIC
<br />THREE TAB SHINGLES
<br />PREVAILING 5
<br />WIND DIRECTION
<br />" FASI
<br />STANDARD
<br />MANSARD OR
<br />NORMAL WIND AREAS HIGH WIND AREAS
<br />1' 1"
<br />.0 1,
<br />5" EXPOSURE
<br />SHINGLE NAILING NOTES:
<br />ALL NAILS MUST PENETRATE AT LEAST 3/4" INTO
<br />THE WOOD ROOF DECK.
<br />NAIL SHINGLES WITH 11 OR 12 GAUGE GALVANIZED NAILS
<br />WITH 3/8" DIAMETER HEADS - 6 REQUIRED (AS SHOWN
<br />IN "HIGH WIND AREAS")
<br />ROOF -TO -WALL FLASHING NOTES:
<br />4" X 5" ANGLE FLASHING - 26 GAUGE GALVANIZED METAL,
<br />RUBBER VALLEY FLASHING OR 12" WIDE - 26 GAUGE
<br />GALVANIZED METAL WITH SHINGLES OVER THE TOP.
<br />MATERIAL SPECIFICATIONS:
<br />UNDERLAYMENT SHALL CONFORM TO ASTM D226, TYPE I
<br />OR ASTM 4869, TYPE I.
<br />ENING FLASHING FOR ASPHALT SHINGLES SHALL COMPLY WITH
<br />FBC R905.2.8
<br />ASPHALT SHINGLES SHALL COMPLY TO ASTM D225 OR
<br />ASTM D3462.
<br />ROOF SHINGLE FLASHING INSTALLATION SPEC'S
<br />NOT TO SCALE
<br />WOOD FRAMING NOTE^'
<br />WOOD CONSTRUCTION, CONNECTIONS AND NAILING REQUIREMENTS SHALL CONFORM TO
<br />THE 2020 FLORIDA BUILDING CODE. REFERENCE FASTENING SCHEDULE TABLE.
<br />ALL WOOD FRAMING MATERIAL SHALL BE SURFACED DRY AND USED AT 19°% MAXIMUM
<br />MOISTURE CONTENT.
<br />ALL LOAD BEARING WALL FRAMING SHALL BE NO.2 GRADE SOUTHERN PINE or SPF or P.T.
<br />ALL JOIST AND RAFTER FRAMING SHALL BE NO.2 GRADE, SOUTHERN PINE OR HEM -FIR.
<br />ALL FRAMING EXPOSED TO THE WEATHER OR IN CONTACT WITH MASONRY OR CONCRETE
<br />SHALL BE PRESSURE -TREATED IN ACCORDANCE WITH THE AMERICAN WOOD PRESERVERS
<br />ASSOCIATION SPECIFICATIONS.
<br />BOLT HEADS SHALL BE CAREFULLY CENTERED AND DRILLED NOT MORE THAN 1/16"
<br />LARGER THAN THE BOLT DIAMETER. BOLTED CONNECTIONS SHALL BE SNUGGED TIGHT
<br />BUT NOT TO THE EXTENT OF CRUSHING WOOD UNDER WASHERS.
<br />PREFABRICATED "MICRO -LAM" LUMBER HEADERS AND BEAMS SHALL AS MANUFACTURED
<br />BY "TRUSS JOIST MaCMILLIAN CORP." BOISE, IDAHO OR APPROVED EQUAL.
<br />DO NOT CUT OR NOTCH MICR04 AM MATERIAL WITHOUT THE MANUFACTURER'S APPROVAL.
<br />8. PREFABRICATED METAL JOIST HANGERS, HURRICANE CLIPS, HOLD-DOWN ANCHORS AND
<br />OTHER ACCESSORIES SHALL BE AS MANUFACTURED BY "SIMPSON STRONG TIE COMPANY",
<br />OR EQUAL. INSTALL ALL ACCESSORIES AS PER THE MANUFACTURES REQUIREMENTS. ALL
<br />STEEL SHALL HAVE A MINIMUM THICKNESS OF 0.04 INCHES (PER ASTM A446, GRADE A) AND
<br />BE GALVANIZED (COATING G60).
<br />"""JEERED ROOF TRUSS SPACED 24" O.C.
<br />EAR WARRANTED FIBERGLASS SHINGLES ON 30# FELT PAPER
<br />,LL ROOFING PER MANUFACTURERS SPECIFICATIONS
<br />-LING PER FBC—R 905
<br />THING TO BE
<br />15/32 4 PLY CDX
<br />OR OSB, USE STEEL
<br />PLY
<br />CLIPS
<br />=N SHEATHING
<br />TO TRUSSES W/8d
<br />RING SHANK NAILS @
<br />6"
<br />O.C.
<br />2X4 STUDS
<br />W/ SIMPSON
<br />FASTEN 2X4
<br />RATED 585#
<br />24" O.C. FASTEN
<br />SP2 RATED 1065#
<br />STUDS TO PT BASE
<br />UPLIFT FL#10456
<br />TO DBL
<br />UPLIFT
<br />PLATE
<br />TOP PLATE
<br />OR EQUIV.
<br />W/ SIMPSON SP1
<br />DOUR 4" CONCRETE OVER EXISTING 4" CONCRETE SLAB
<br />DRILL AND EPDXY #5 REBAR PINS INTO EXISTING SPACED
<br />8 O.C. MAX.
<br />2020 FBC RESIDENTIAL SECTI❑N R703,4 FLASHING
<br />APPROVED CORRISI❑N RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN A MANNER TO PREVENT ENTRY
<br />OF WATER INT❑ THE WALL CAVITY OR PENETRATI❑N OF WATER TO THE BUILDING STRUCTURE FRAMING COMPONENTS.
<br />SELF ADHERED MENBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATI❑N
<br />PRODUCTS SHALL BE SEALED AT THE JUNCTION WITH THE BUILDING WALL WITH A SEALANT C❑MPLYING WITH AAMA
<br />800281R AAMA 8122 �R LATHER APPR❑ E DSS�ANDARDTAS APPROPRIATE JOINTEXPANSION
<br />OFASEALANTRAFLUIID APPLIED
<br />MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND
<br />TNETF❑LLNWIACENG LOF TIE EXTERIOR WALL FINISH. APPROVED CORROSION RESISTANT FLASHINGS SHALL BE INSTALLED AT
<br />1, EXTERIOR WINDOW AND DOOR OPENINGS, FLASHING AT EXTERI❑R WINDOW AND DOOR ❑PENINGS SHALL EXTEND
<br />TO THE SURFACE OF THE EXTERIOR WALLS FINISH OR TO THE WATER RESISTANT BARRIER C❑MPLYING WITH SECTI❑N
<br />703.2 FOR SUBSEQUENT DRAINAGE, MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA
<br />712. FLASHING AT EXTERI❑R WIND❑W AND DOOR ❑PENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR
<br />MORE OF THE F❑LL❑WING.
<br />1A THE FENESTRATI❑N MANUFACTURERS INSTALLATION AND FLASHING INSTRUCTI❑NS OR THE APPLICATIONS
<br />NOT ADDRESSED IN THE FENESTRATI❑N MANUFACTURERS INSTRUCTIONS IN ACCORDANCE WITH THE
<br />PRO
<br />MPPANUFFALCpT�UREERSSSINSTRUCTIONS. ,gqLWHERE TFLTAHSHINIG INSTRUCTIONS SR❑R DETAILS NARE ��NOT ENIN
<br />PANWUHM SHALL IBD MLLD%I SL❑PEDE INASUCHEASMANNER AST T❑ DIREETD WATER T❑ THE❑ SUR AG E
<br />OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTANT BARRIER FOR SUBSEQUENT DRAINAGE
<br />OPENINGS USING PAN FLASHING SHALL BE INCORP❑RATE FLASHING OR PROTECTI❑N AT THE HEAD AND SIDES
<br />MORE OF THE F❑LLOWING.
<br />1,2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSI❑NAL
<br />1,3 IN ACCORDANCE WITH OTHER APPROVED METHODS
<br />1.4 IN ACCORDANCE WITH FMA/AMMA 100 FMA/AAMA 200 FMA/WDMA 250 FMA/AMMA/WDMA 300
<br />OR FMA/AAMA/WDMA 400
<br />2, AT THE INTERSECTI❑N OF CHIMNEYS OR OTHER MASONRY C❑NSTRUCTION WITH FRAME OR STUCCO WALLS WITH
<br />PR❑JECTING LIPS ON BOTH SIDES UNDER STUCCO C❑PINGS
<br />3, UNDER AND AT THE ENDS OF MASONRY WOOD OR METAL COPINGS AND SILLS
<br />4, CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM
<br />5, WHERE EXTERI❑R PORCHES, DECKS AND STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME CONSTRUCTI❑N
<br />6, AT WALL AND ROOF INTERSECTIONS
<br />7, AT BUILT-IN GUTTERS
<br />2020 FBC RESIDENTIAL SECTI❑N R704 S❑FFITS
<br />R704.1 WIND RESISTANCE OF SOFFITS
<br />SOFFITS AND THEIR ATTACHMENTS SHALL BE CAPABLE OF RESISTING WIND LOADS SPECIFIED IN TABLES
<br />R301,2(2) AND R301,2(3) FOR WALLS USING AN EFFECTIVE WIND AREA OF 10 SQUARE FEET,
<br />R704.2 S❑FFIT INSTALLATION
<br />S❑FFIT INSTALLATION SHALL COMPLY WITH SECTIONS 704.2A, R704,2,2, R704,2,3 AND R704.2,4
<br />R704.2,1 VINYL S❑FFIT PANELS
<br />VINYL S❑FFIT PANELS SHALL BE INSTALLED USING FASTENERS SPECIFIED BY THE MANUFACTUR AND
<br />SHALL BE FASTENED AT BOTH ENDS TO A SUPPORTING COMPONENT SUAS AS A NAILING STRIP, FASCIA,
<br />OR SUBFASCIA COMPONENT IN ACCORDANCE WITH FIGURE R704,2,1, WHERE THE UNSUPPOTED SPAN OF
<br />S❑FFIT PANELS ISGREATER THAN 12 INCHES, INTERMEDIATE NAILING STRIPS SHALL BE PR❑VIDED IN
<br />ACCORDANCE WITH FIGURER704,2.2 UNLESS A LARGER SPAN IS PERMITTED IN ACCORDANCE WITH THE
<br />MANUFACTURERS ❑RIDUCT APPROVAL SPECIFICATI❑N. VINYL S❑FFIT PANELS SHALL BE INSTALLED IN
<br />FASCIA❑COVERS SHALL BE INSTALLEDRIN ACCORDANCE WI❑THA THSPECIFICATIONS
<br />MANUFAC � RERS PRLIMITATIONS
<br />DUCTTA PROVAL USE.
<br />SPECIFICATI❑N AND LIMITATI❑NS OF USE.
<br />R704,22 FIBER -CEMENT S❑FFIT PANELS
<br />FIBER -CEMENT SOFFIT PANELS SHALL BE A MINIMUM OF 1/4' INCH THICK AND SHALL COMPLY WITH THE
<br />REQUIREMENTS OF ASTM C1186, TYPE 1, MINIMUM GRADE II OR IS❑ 8336, CATEGORY A, MINIMUM CLASS 2,
<br />PANEL J❑INTS SHALL OCCUR OVER FRAMING OR OVER WOOD STRUCTURAL PANEL SHEATHING, SOFFIT
<br />PANELS SHALL BE INSTALLED WITH SPANS AND FASTENERS IN ACCORDANCE WITH THE MANUFACTURERS
<br />PRODUCT APPROVAL SPECIFICATION AND LIMITATI❑NS OF USE.
<br />R704,2,3 HARDBOARD SOFFIT PANELS
<br />WHERE THE DESIGN WIND PRESSURE IS 30 sf OR LESS, SOFFIT PANELS SHALL BE A MINIMUM OF
<br />7,16 INCH IN THICKNESS AND SHALL BE FASTENED TO FRAMING OR NAILING STRIPS WITH 2-1/2'X0.113"
<br />SIDING NAILS SPACED NOT MORE THAN 6 INCHES ON CENTER AT PANEL EDGES AND 12 INCHES ON CENTER
<br />AT INTERMEDIATE SUPPORTS, WHERE THE DESIGN WIND PRESSURE IS GREATER THAN 30 psf, HARDBOARD
<br />S❑FFIT PANELS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS PRODUCT APPROVAL
<br />SPECIFICATION AND LIMITATI❑NS OF USE.
<br />R704,2,4 WOOD STRUCTURAL PANEL S❑FFIT PRESCRIPTIVE ALTERNATIVE
<br />WOOD STRUCTURAL PANEL S❑FFIT PANELS ARE PERMITTED TO BE INSTALLED IN ACCORDANCE WITH
<br />TABLE 704.2.4
<br />STRUCTURAL LUMBER
<br />WITHESIMPSONEH25A RATED AND DOUBLE
<br />FASTEN PER
<br />MANUF, SPECS FL 10456
<br />MF �Syl 6EDL7UPLDFT❑pASEEN❑PERLATE
<br />EOM7TUD
<br />F
<br />IEU25#HULWTHSIMPS❑NLST12RTED9AAPIET FASTEN PER
<br />MANUF, SPECS FL 10852
<br />WITHESIMPSON DOUBLE
<br />RAT D 1565# AND
<br />4FASTENLPER
<br />MANUF. SPECS FL 10456
<br />FASTEN 2X6 HEADER AND 2X4 CRIPPLE
<br />MANUF, SPECS FLT1085RATED 740# UPLIFT FASTEN PER
<br />)27(2? FOR NUMBER OF JACKS PER ❑PENINGl)
<br />-2X4 STUD WALL SPACED 16' O.C.
<br />WITH ESIMPS, p SP2 RATED 1565# UPLIFT 4FASTENL PER
<br />MANUF, SPECS FL 10456
<br />2X4 STUD WALL SPACED 24' O.C.
<br />ITHESSSPRATEA58#XLT❑ATEWIMPON 1 D5UPIFFASTEN PER
<br />MANUF, SPECS FL 10456
<br />EXTERWOR WINDOW
<br />FRAYING DETAIL
<br />INTERI❑R LOAD BEARING WALLS SPF #2
<br />ALL EXTERIDR FRAMING SPF #2
<br />ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER
<br />ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER
<br />ALL PLYWOOD USED FOR EXTERI❑R APPLICATI❑NS SHALL BE APA RATED STRUCTURAL
<br />SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N,❑,
<br />ALL PLYWOOD USED FOR INTERI❑R APPLICATI❑NS SUCH AS SUB FL❑❑RING AND
<br />SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U,N.O,
<br />IF ❑SB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR
<br />GREATER SECTI❑N PR❑PERTIES,
<br />ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERI❑R APPLICATI❑N. WOOD IN
<br />CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING.
<br />WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE
<br />MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD,
<br />DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN
<br />SPECIFICATI❑N FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
<br />ANSI/TPI 1-2007 BCSI
<br />UNTREATED W❑❑h SHALL NOT BE IN DIRECT CONTACT WITH C❑NCRETE, SEAT PLATES
<br />SHALL BE PR❑VIDED AT BEARING L❑CATI❑NS WITHOUT WOODEN TOP PLATES.
<br />ALL EXTERI❑R FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER
<br />ASTM C, 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST
<br />2 LAYERS 3/8" THICK EACH, 3RD LAYER 1/8" THICK
<br />INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063
<br />PER FLORIDA CODE R703,7
<br />FASTENERS AND TIE DOWNS
<br />FASTENERS AND TIE DOWNS SHALL C❑NSIST OF BUT ARE NOT LIMITED TO
<br />SHAPES, ANGLES, CHANNELS 1 ASTM A36/36M 05 Fy = 36 Ks!
<br />5 ROUND METAL PIPE : ASTM A53, GRADE B Fy = 3Ks!
<br />SQUARE METAL TUBING ASTM A500, GRADE B Fy = 46Ksi
<br />HIGH STRENGTH BOLTS ASTM A325
<br />MACHINE BOLTS + GALVANIZED ASTM A307
<br />SHEET METAL ACCESSORIES SHALL CONFORM TO ; Fy = 33KsiWITH G90
<br />GALVANIZED C❑ATING IN ACCORDANCE WITH ASTM A525-87,
<br />NAILS SHALL C❑NSIST OF ; COMMON WIRE NAILS WITH MINIMUM DIAMETER AS
<br />FOLLOWS ; 8d = 0.131", 10d = 0,148", 12d = 0,148", 16d = 0.162',
<br />ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
<br />APPLICATI❑N ARE TO RECEIVE AN ANTI-C❑RR❑SIVE C❑ATING BY MANUFACTURER
<br />PRI❑R TO INSTALLATI❑N,
<br />ALL FASTENERS AND TIE DOWNS ARE TO PR❑VIDE THE UPLIFT CAPACITY CALLED
<br />FOR IN THE PLANS ARE A MINIMUM.
<br />ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS
<br />STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND
<br />SPECIFICATI❑NS.
<br />CONCRETE EMBEDDED 'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRI❑R To
<br />INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE
<br />WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS,
<br />CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE
<br />PLACED AROUND EMBEDDED REINF❑RCING PRI❑R TO OR WHILE PLACING GROUT,
<br />ninrr.
<br />GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE, FIELD
<br />FASTENING SHOULD BE TYPE "W" 11/4" DRYWALL SCREWS AT 12" ❑,C, FOR CEILINGS AND 1
<br />DRYWALL SCREWS AT 12" D.C. FOR WALLS, ALL ENDS AND EDGES OF WALLBA❑RD SHALL
<br />OCCUR OVER AND BE SCREWED TO SUPPORTS, MAXIMUM SCREW SPACING AT ENDS
<br />(EDGES IN VERTICAL APPLICATI❑N) SHALL BE 6" ❑,C, AT EACH SUPPORT. MINIMUM SCREW /
<br />NAIL DISTANCE FROM EDGE SHALL BE THIS SHALL APPLY TO BOTH CEILING AND WALL
<br />INSTALLATI❑N, DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY, ❑PENINGS
<br />CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED
<br />ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITH❑UT ADDITI❑NAL TAPING
<br />OR CAULKING, DRYWALL SHALL NOT BE INSTALLED WITH❑UT PROPER BACKING,
<br />N❑TE1
<br />ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICR❑LAM
<br />AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED.
<br />I hereby certify that I have reviewed this plan and found it to be in
<br />compliance with ASCE 7-16 and the Florida Building Code 2020 7th Edition
<br />David W, Smith, RE, #53608
<br />Z
<br />WITHESIMPSONEH2.5A RATED 600#DUPLIFT FASTEN PER
<br />MANUF. SPECS FL 10456
<br />WITHESIMPSONL DOUBLE
<br />RATEDL775#DUPLIFT❑FASTEN❑PERLATE
<br />MANUF, SPECS FL 10456
<br />FASTEN 2X4
<br />LSTA12URATED 925#HUPLIFT FASTEN PER
<br />MANUF, SPECS FL 10852
<br />CRIPPLE
<br />40# UPLIFT FASTEN PER
<br />WITHESIMPSON SP1 WALL AND
<br />T FASTEN PER
<br />MANUF, SPECS FL 10456
<br />WITHESIMP❑SON DOUBLE
<br />RATEDL775#DUPLIFT❑FASTEN❑PERLATE
<br />MANUF, SPECS FL 10456
<br />FASTEN 2X4 WALL STUD AND 2X6 HEADER
<br />WITH SIMPS❑N LSTA12 RATED 925# UPLIFT FASTEN PER
<br />MANUF. SPECS FL 10852
<br />WITHESIMPSON LSTA24URATED 2X6 HEADER
<br />FASTEN PER
<br />MANUF, SPECS FL 10852�j �P Lq E p D 2 CRI
<br />MANUFPISPACS FL 10456ED 1565# UPLIFT 4FASTENLIER
<br />WITHESIMPSON LSTA9 RATED 740#PUPLIFT FASTEN PER
<br />MANUF, SPECS FL 10852
<br />2X4 STUD WALL @ 24' ❑.C, WITH 7/16' CDX OR ❑SB WALL
<br />SHEATHING NAILED 3' ❑.C, ON TOP AND BOTTOM PLATES
<br />AND 6' O.C. ON STUDS, USE TYVEK OR EQUAL HOUSE WRAP
<br />AND SIDING FASTEN PER MANUFACTURER SPECIFICATI❑NS.
<br />IESSPRATEDA585XLI❑FTASTENPWTHIMPSON 1 #UP� PER
<br />MANUF, SPECS FL 10456
<br />2X4 PT BOTTOM PLATE FASTEN TO CONCRETE SLAB
<br />WITH 1/4' TAPC❑NS SPACED 24' O.C. MAX
<br />OR EQUALV,
<br />EXTERIOR DOOR
<br />FRAMIG `CON;VECTIO:N DETAIL
<br />FLASHING SHALL COMPLY WITH R903,2
<br />UNDERLAYMENT SHALL COMPLY WITH SECTI❑N R90511
<br />VALLEYS SHALL COMPLY WITH R905,2,8,2
<br />DRIP EDGE SHALL COMPLY WITH R905,2,82
<br />PER FLORIDA BUILDING CODE 2020, 7th EDITIDN
<br />PROPER ATTACHMENT OF S❑FFITS PANELS TO RESIST
<br />WIND LOADS, IN ACCORDANCE WITH R704,2,1/R702,2,2
<br />PER FLORIDA BUILDING CODE 2020, 7th EDITI❑N
<br />ASPHALT ROOF
<br />SHINGLES ARE CLASSIFIED IN ACCORDANCE WITH
<br />ASTM D7158-CLASS G OR H OR ASTM D3181-CLASS F
<br />IN ACCORDANCE WITH TABU R905,2,6,1, FBC 7th
<br />EDITI❑N (2020) - RESIDENTIAL.
<br />D.W.SMITH,M.S.,P.E.#53808
<br />FLORIDA PR❑FESSI❑NAL ENGINEER LICENSE NUMBER 53608
<br />PROJECTS ENGINEERING CONSULTANT
<br />9909 WALLASTON DRIVE—DADE CITY, FLORIDA 33525
<br />PHONE: ( CELL)813-469-2289 E-MAID dwsf 1pe@earth l i nk, net
<br />PAUL A SHOLAR
<br />3512 MALACHITE DR
<br />ZEPHYRHILLS, FLORIDA
<br />DETAI LS
<br />SCALE
<br />DO NOT SCALE
<br />DESIGN/DRAWN
<br />rr, core R. GOLLHARDT
<br />DATE
<br />26 FEB 2023
<br />SHEET OF
<br />3 OF 4
<br />JOB NO.
<br />RICK GOLLHARDT - DRAFTSMAN
<br />PHONE (CELL)813-781-3651 E-MAID rQollhardt@tars
<br />CHECKED
<br />D.W.S.PE
<br />2023-0129
<br />
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