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<br />00E- Fi;',41 f INCH GENEi;P,,4L NOTE&
<br />ROOF FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR
<br />ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE
<br />SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED
<br />BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER.
<br />I. PRE-ENGINEERED ROOF TRUSSES e 24" ON CENTER. SLOPE TO BE 4/12 AND
<br />HEEL HEIGHT IN FIELD.
<br />2, CONTRACTOR TO PROVIDE TEMPORARY BRACING AS RECOMMENDED BY
<br />MANUFACTURER DURING INSTALLATION.
<br />3. ALL FRAMING CONNECTORS AND HOLD DOWNS SHALL BE AS
<br />MANUFACTURED BY "SIMPSON" OR EQUAL AND INSTALLED PER THEIR
<br />INSTRUCTIONS.
<br />4. ROOF VENT: PROVIDE ONE INCH OF AIR SPACE FOR EACH SQUARE FOOT OF
<br />CEILING AREA.
<br />�T7VENTILATSOFF 7T VENTIL TED OFFIT VEN (LATE SOFFI
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<br />I/ VENT LATED SOFFIT - - - - - VEN (LATED SOFFIT - - VENT LATED SOFFIT -
<br />_- -
<br />--
<br />_._ ROOF PLAN
<br />\ A SCALE: 1/4" = 1'-0"
<br />ARROW INDICATES
<br />2x`
<br />S0" OF
<br />w`OG�
<br />6Vv���\
<br />12"O.C. SINGLE IN FIELD, TYP.-
<br />GABLE END TRUSS
<br />(WEBS REMOVED
<br />FOR CLARITY)
<br />X = 8D (0.113" X 2-3/8") RING SHANK @ 4"O.C. ON EACH SHEET OF PLYWOOD
<br />0 = 8D (0.113" X 2-3/8") RING SHANK @ 6" O.C. ON EACH SHEET OF PLYWOOD
<br />❑ = 8D (0.113" X 2-3/8") RING SHANK @ 8" O.C. ON EACH SHEET OF PLYWOOD
<br />ROOF PLYWOOD NAILING DETAIL
<br />o
<br />DOUBLE 6" O.C, STAGGER, TYP.
<br />L55U210 STRAPS OR
<br />EQUIVALENT STRAPS
<br />ALL JOISTS TO RIDGE
<br />BOARD
<br />NORTH
<br />ROOF VENT CALCULATIONS: ( LOMANCO 110D VENT (140 SQ. IN.) FL4103-R(o)
<br />FIRST
<br />FLOOR
<br />SECOND
<br />FLOOR
<br />FIRST
<br />FLOOR
<br />SECOND
<br />FLOOR
<br />82(o
<br />/300 °
<br />2.15
<br />NFA TOTAL
<br />2.15
<br />/2 =
<br />1.35
<br />NFA INTAKE / NFA EXHAUST
<br />1.36
<br />X 144 =
<br />138.1
<br />SQ. IN. VENTING REQ.
<br />198.1
<br />/ 140 =
<br />1.48
<br />VENTS REQ.
<br />2
<br />INSTALLED VENTS
<br />IF APPLICABLE, THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY PATRICK SULLIVAN, AIA AS INDICATED USING A DIGITAL SIGNATURE.
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<br />NOTES FOR SHINGLED ROOF:
<br />o uj
<br />FLORIDA BUILDING CODE -BUILDING 1TH EDITION (2020)
<br />a >
<br />DECK
<br />5/8" PLYWOOD SHEATHING
<br />u- o
<br />UNDERLAYMENT: (NONPERFORATED *30 ASPHALT SATURATED FELT-
<br />X � w
<br />AS NOTED ON WALLSECTION/ ROOF PLAN NOTES)
<br />� a z
<br />VALLEY CONSTRUCTION: SHALL BE IN ACCORDANCE W/MANUF.S
<br />>-
<br />INSTALLATION INSTRUCTIONS BEFORE APPLYING SHINGLES.
<br />w M a
<br />1.) OPEN VALLEYS: FOR OPEN VALLEYS (VALLEY LINING EXPOSED) LINED W/METAL,
<br />= m 0
<br />THE VALLEY LINING SHALL BE AT LEAST 16" (40(omm) WIDE OF ANY OF THE CORROSION
<br />-
<br />RESISTANT METALS IN TABLE 1503.2
<br />2.) FOR OPEN VALLEYS, VALLEY LINING OF TWO PLIES OF MINERAL -SURFACED ROLL
<br />ROOFING SHALL BE PERMITTED. THE BOTTOM LAYER SHALL BE IS" (451mm) 4 THE TOP
<br />LAYER A MIN, OF 36" (914mm) WIDE.
<br />3.) FOR CLOSED VALLEYS (VALLEYS COVERED WITH SHINGLES), VALLEY LINING OF I PLY
<br />OF SMOOTH ROLL ROOFING COMPLYING WITH ASTM D 224 4 AT LEAST 36" (914mm)
<br />WIDE OR TYPES AS DESCRIBED IN ITEMS 1 4 2 ABOVE SHALL BE PERMITTED.
<br />SPECIALTY UNDERLAYMENT SHALL COMPLY W/ASTM D 1910.
<br />FLASHING 11501.2.9): SHALL BE IN ACCORDANCE W/MANURS INSTALLATION
<br />INSTRUCTIONS OR A CONT. METAL "L" FLASHING SHALL BE SET IN APPROVED
<br />FLASHING CEMENT AND SET FLUSH TO BASE OF WALL AND OVER THE
<br />UNDERLAYMENT. BOTH HORIZ. 4 VERT. METAL MIN 4" X 4" "L" FLANGES SHALL BE
<br />FASTENED 6 INCHES (152mm) O.C. W/APPROVED FASTENERS. ALL LAPS SHALL BE A MIN,
<br />OF 4" (102mm) FULLY SEALED IN APPROVED FLASHING CEMENT. FLASHING SHALL
<br />START AT THE LOWER PORTION OF ROOF TO INSURE WATER -SHEDDING CAPABILITIES
<br />OF ALL METAL LAPS. THE ENTIRE EDGE OF THE HORIZ. FLANGE SHALL BE SEALED
<br />COVERING ALL NAIL PENETRATIONS W/APPROVED FLASHING CEMENT 4 MEMBRANE.
<br />SHINGLES WILL OVERLAP THE HORIZ. FLANGE AND SHALL BE SET IN APPROVED
<br />FLASHING CEMENT.
<br />AT ROOF TO VERTICAL WALL CHANGE PROVIDE:
<br />4"x4" "L" (26 GA.) FLASHING NAILED TO WALL 4 ROOF W/ 1-1/2" ROOFING
<br />NAILS a 12" O.G.
<br />FASTENERS: ALWAYS NAIL THROUGH THE FASTENER LINE OR ON PRODUCTS W/O
<br />FASTENER LINES, NAIL BETWEEN AND IN LINE W/ SEALANT DOTS. PROVIDE
<br />MIN. ((o) PROPERLY PLACED NAILS PER SHINGLE.
<br />4 PER STRIP SHINGLE AND 2 PER INDIVIDUAL SHINGLE.
<br />-FASTENER SPACING PER SHINGLE CLASSIFICATION FOR WIND SPEED
<br />NAILS: CORROSIVE RESISTANT 3/8" HEAD, MIN. 12 GAUGE
<br />1-1/4" - NEW ROOF 1-1/2" - ROOF OVERS
<br />FASTENERS SHOULD BE LONG ENOUGH TO OBTAIN 3/4" DECK
<br />PENETRATION OR PENETRATION THROUGH DECK.
<br />ATTACH ROOF SHEATHING TO WOOD FRAMING MEMBERS WITH
<br />8d RING5HANK NAILS PER R8032.3.1 OF FBC
<br />DRIP EDGE: SHALL BE PROVIDED 6 EAVES AND GABLES OF SHINGLE ROOFS, AND
<br />OVERLAPPED A MIN. OF 3". EAVE DRIP EDGE SHALL EXTEND 1/2" BELOW
<br />SHEATHING AND EXTEND BACK ON THE ROOF A MIN. OF 2". DRIP SHALL BE
<br />MECHANICALLY FASTENED A MAXIMUM OF 12" O.G. (4" O.G. WHER
<br />Vasd IS 110 MPH OR GREATER,
<br />EDGE
<br />3
<br />SHINGLES:
<br />FIRST COURSE TO BE FULL SHIN
<br />SECOND COURSE CUT OFF 10510
<br />THRID COURSE CUT OFF 2096
<br />FOURNTH COURSE FULL SHINGLE
<br />REPEAT ABOVE CUT io
<br />VALLEY CENTERLIN
<br />VALLEY CONSTRUC
<br />(SEE NOTES)
<br />VALLEY UNDERLAY
<br />NAILS IN 36" UNDERLAYMENT ARE
<br />TO BE 8" TO 10" APART AND TO
<br />OVERLAP 2" AT EACH COURSE
<br />PROOF
<br />DECK?
<br />d
<br />"
<br />a
<br />T`I'FIGAL TRUSS
<br />SHINGLES:
<br />FIRST COURSE TO BE FULL SHIN
<br />SECOND COURSE CUT OFF 10510
<br />THRID COURSE CUT OFF 2096
<br />FOURNTH COURSE FULL SHINGLE
<br />REPEAT ABOVE CUT io
<br />VALLEY CENTERLIN
<br />VALLEY CONSTRUC
<br />(SEE NOTES)
<br />VALLEY UNDERLAY
<br />NAILS IN 36" UNDERLAYMENT ARE
<br />TO BE 8" TO 10" APART AND TO
<br />OVERLAP 2" AT EACH COURSE
<br />PROOF
<br />DECK?
<br />d
<br />"
<br />a
<br />T`I'FIGAL TRUSS
<br />ANGHORACxE
<br />TYP. FASTENING: 10d x 1 1/2"
<br />DOUBLE
<br />DOUBLE
<br />DOUBLE
<br />FASTENER
<br />SINGLE
<br />ANCHOR 1
<br />"
<br />ANCHOR 3"
<br />ANCHOR 4
<br />QUANTITY:
<br />1/25PAGING
<br />SPACING
<br />1/2" SPACING
<br />(PER ANCHOR)
<br />ALLOWABLE
<br />ALLOWABLE
<br />ALLOWABLE
<br />ALLOWABLE
<br />LOAD:
<br />LOAD:
<br />LOAD:
<br />LOAD:
<br />FOUR
<br />530 •
<br />1,060 •
<br />1,060 •
<br />1060
<br />FIVE
<br />660 •
<br />1,320 •
<br />1320 •
<br />1,320 •
<br />six
<br />1w •
<br />1,580 •
<br />1,5500
<br />115w •
<br />SEVEN
<br />920 •
<br />1040 •
<br />1$40 •
<br />1,840
<br />EIGHT
<br />1f055 •
<br />2,110"
<br />2,110 •
<br />2,110 •
<br />NINE
<br />1,185 •
<br />2,310 •
<br />2,310 •
<br />2,310
<br />TEN
<br />1320 •
<br />2,315 •
<br />2040 •
<br />2,640 •
<br />ELEVEN
<br />L450 •
<br />2,315 "
<br />2,150 •
<br />2,9JW •
<br />TWELVE
<br />1520 "
<br />2315 "
<br />2,150 •
<br />3,040
<br />THIRTEEN
<br />I¢20 •
<br />2315 •
<br />2,150 •
<br />3)040
<br />DESIGN VALUES MAY BE DOUBLED PROVIDING THE FOLLOWING CRITERIA 15 MET:
<br />A. ONE CONNECTOR INSTALLED ONEACH SIDE OF WOOD MEMBER
<br />B. MAXIMUM
<br />OF TWO OF THE SAME CONNECTORS PER LOCATION C. CARE SHOULD BE USED
<br />IN ORDER THAT NAILS ARE NOT DRIVEN IN CONFLICT WITH EACH OTHER OR THE
<br />CONNECTOR D. STRAPS OR CLIPS MUST NOT OVERLAP THE OTHER CONNECTOR
<br />LOADS INCLUDE ONE-THIRD INCREASE FOR WIND LOADING.
<br />TRUSS 51MP50N METAIB
<br />WITH T552 OR EQ.
<br />.. G
<br />G
<br />D BEAM
<br />LOAD VALUES SHOWN HERE ARE
<br />FOR USE WITH Not SOUTHERN
<br />YELLOW PINE MEM5ER5 ONLY
<br />EAVE
<br />STARTER S
<br />DRIP EDGE
<br />TYFIGAL TRUSS
<br />FRAME ANCHORAGE
<br />TYP, FASTENING: 10d x 1 1/2"
<br />DOUBLE
<br />DOUBLE
<br />DOUBLE
<br />FASTENER
<br />SINGLE
<br />ANCHOR
<br />ANCHOR I
<br />ANCHOR 3"
<br />ANCHOR 4
<br />QUANTITY:
<br />1R" SPACING
<br />SPACING
<br />I/2" SPACING
<br />(PER ANCHOR)
<br />ALLOWABLE
<br />ALLOWABLE
<br />ALLOWABLE
<br />ALLOWABLE
<br />LOAD:
<br />LOAD:
<br />LOAD:
<br />LOAD:
<br />FOUR
<br />530 •
<br />10600
<br />1,060 •
<br />1f060 •
<br />FIVE
<br />660 •
<br />1,320 •
<br />1,320 •
<br />1,320
<br />Six
<br />100 •
<br />1,5w •
<br />15B0 •
<br />1580
<br />SEVEN
<br />%20 •
<br />1040 •
<br />1,540 •
<br />1,640
<br />EIGHT
<br />1,055 •
<br />2,110 •
<br />2,110 •
<br />2,110 "
<br />NINE
<br />1,195 •
<br />2,310 •
<br />2,310 •
<br />2,310
<br />TEN
<br />1,320 •
<br />31
<br />25 •
<br />2b40 •
<br />2,640
<br />ELEVEN
<br />1,4500
<br />2315 •
<br />2,150 •
<br />2,WO •
<br />TWELVE
<br />1920 •
<br />2315 •
<br />2,150 •
<br />3040
<br />THIRTEEN 1520 • 2315 • 2,150 •
<br />3,040
<br />DESIGN VALUES MAY BE DOUBLED PROVIDING THE FOLLOWING CRITERIA Is MET:
<br />A. ONE CONNECTOR INSTALLED ONEAGH 51DE OF WOOD MEMBER.
<br />B. MAXIMUM
<br />OF TWO OF THE SAME CONNECTORS PER LOCATION C. CARE SHOULD BE USED
<br />IN ORDER THAT NAILS ARE NOT DRIVEN IN CONFLICT WITH EACH OTHER OR THE
<br />CONNECTOR D. STRAPS OR CLIPS MUST NOT OVERLAP THE OTHER CONNECTOR
<br />LOADS INCLUDE ONE-THIRD INCREASE FOR WIND LOADING.
<br />TRUSS SIMP50N HURRICANE CLIP
<br />66 HIO OR EQUAL
<br />555
<br />TOP PLATE
<br />LOAD VALUES SHOWN HERE ARE
<br />FOR USE WITH Not SOUTHERN
<br />YELLOW PINE MEMBERS ONLY
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<br />DATE: 04/05/2021
<br />DRAWN: J.W.S.
<br />CHECKED: P.A.S.
<br />PROJECT: 2102
<br />SHEET NUMBER
<br />A8-01
<br />7 OF 12
<br />u / SCALE: N.T.S.
<br />
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