|
A GABLE ELEVATION w/ TRIM OPTION #1
<br />1 SCALE: 14• - 1'V
<br />2 x 4 SPF Gable Overhang
<br />4(4 x 3-1;2' Gable Trim
<br />44 x 3-1,2' Horizontal Gable Trim
<br />4,4 13-1,? Over Dow Trim
<br />3/4• No Groove End Caps
<br />414 x 3-1 Horizontal Dow Rall
<br />44 x 3-1.2 Vertical Dow T:Im
<br />3,8 thick er o.c. Siding
<br />4;4 x 3.12• Crossbu'cka
<br />4,4 x 3-1;2' Vertical Dow Style
<br />4;4 x 3-112' Corner Trim
<br />�-- 3tt -�- 31t -,� I I 3tt
<br />120' A 31 3. I I
<br />3
<br />D GABLE ELEVATION with DOOR OFFSET n EAVE ELEVATION with DOOR CENTERED
<br />1 SCALE: 1;4' . 1V 1 SCALE: 1.'P - 1'0
<br />24'
<br />48'
<br />A
<br />48'
<br />16' Max. To First
<br />Helix Anchor
<br />Screwed Into Floor Joist
<br />M FLOOR FRAMIN
<br />1 SCALE: 1'9' • 1'V
<br />5i8' OS8 or Cox TREATED PLYWOOD
<br />FLOOR DECK
<br />SECURE FLOOR DECKING
<br />TO FLOOR JOIST
<br />W 1 Bd NAILS @ 5 O.C.
<br />• EDGES & 12' CO.
<br />• INTERMEDIATE SUPPORTS
<br />2 x 4 P.T. JOIST @ 16' O.C.
<br />SECURE JOIST TO BOND BOARD
<br />W/2-16d NAILS @ EACH JOIST
<br />4 X 4 P.T. RUNNERS
<br />TOE NAIL FLOOR JOIST
<br />TO RUNNERS W/2-12d
<br />NAILS @ EACH JOIST/
<br />RUNNER INTERSECTION
<br />PRESSURE TREATED WOOD SHIMS
<br />FOR LEVELING WHEN NECESSARY
<br />2' X 12' X 12' SOLID CONIC, BLOCK
<br />@ Te O.C. (TYP) @ EACH SKID
<br />•' FOR WALL wi DOOR ... IF LESS THAN 2 -8' OF WALL ON
<br />EACH SIDE OF DOOR NAIL WIBd NAILS @ 4' O.C. ON
<br />EDGES AND § W O.C. ON INTERMEDIATE SEAMS,
<br />Upper Roof Panel
<br />44 x 3.1,4' Gable Trim
<br />Lower Roof Panel
<br />414 x 3-1,7 Fascia
<br />4;4 x 7-1/4' Corner Trim
<br />Door Handle
<br />3/8• thick V o.o. Siding
<br />-_- Gap Typ''
<br />104'
<br />3j - - " - 7
<br />71'4'
<br />I
<br />A
<br />n EAVE ELEVATION w/o DOOR
<br />1 SCALE: 1:4' . 1 V
<br />70
<br />I
<br />2 x 4 SPF Stud
<br />Simpson SP4
<br />2 x 4 SPF Bottom Plate wl 8-8d 1.1 Galv. Joist N.1s
<br />Or Equfv. For Up To035# Uplllt
<br />64'
<br />120'
<br />INTERIOR VIEW OF ROLL -UP DOOR
<br />n FRAMING & TRACK INSTALLATION
<br />1 SCALE: 1;4' - 1'V
<br />�- 31t -�- 314"
<br />A
<br />EAVE ELEVATION with DOOR OFFSET
<br />SCALE: 1W . 1'-(
<br />2x4 P.T, BOND BOARD (TYP)_
<br />1. THIS WALL PLAN IS GOOD FOR 7HE10' WIDE GABLE
<br />SECURE BOND @ CORNERS
<br />• • 6•
<br />W/3-16d NAILS
<br />EDGE (TOP & BOTTOM OF OPENINGS) & 12 O.C.
<br />2x4 P.T. JOISTS @ 16 O.C, (TYP)...
<br />NOTE:
<br />SECURE JOIST TO BOX SILL
<br />Tie -
<br />1I
<br />W/2-16d NAILS @ EACH JOIST
<br />I
<br />r_
<br />4�r_x�,
<br />TOE NAIL FLOOR JOIST TO RUNNERS
<br />4��x�•r•�
<br />W. @ -12d NAILS @ EACH JOIST /RUNNER
<br />I
<br />INTERSECTION
<br />(12) 1-1/2" NAILS
<br />518' OSB OR COX TREATED PLYWOOD
<br />6X6 10/10 WIRE MESH
<br />SECURE FLOOR DECKING
<br />1 SALE - 1 ,- 0 .
<br />TO FLOOR JOISTt
<br />W /Bd NAILS @ S' O.C.
<br />March 16, 2009
<br />@ EDGES & 12' O.C.
<br />2 X 4 P.T. SILL PLATE
<br />@ INTERMEDIATE SUPPORTS r
<br />Elm
<br />2' NAILS EVERY 3'
<br />SAND OR GRAVEL
<br />5. NAILING PATTERN FOR WALL, FLOOR AND ROOF SHEATHING TO BE 6" D.C. AT
<br />T
<br />SEE NOTE 4
<br />FRAME 1/2' FROM EDGE
<br />16'
<br />TABLE 2304.9.1 FASTENING SCHEDULE OF THE 2004 FLORIDA BUILDING
<br />eeeeee
<br />�
<br />16198
<br />M FLOOR FRAMIN
<br />1 SCALE: 1'9' • 1'V
<br />5i8' OS8 or Cox TREATED PLYWOOD
<br />FLOOR DECK
<br />SECURE FLOOR DECKING
<br />TO FLOOR JOIST
<br />W 1 Bd NAILS @ 5 O.C.
<br />• EDGES & 12' CO.
<br />• INTERMEDIATE SUPPORTS
<br />2 x 4 P.T. JOIST @ 16' O.C.
<br />SECURE JOIST TO BOND BOARD
<br />W/2-16d NAILS @ EACH JOIST
<br />4 X 4 P.T. RUNNERS
<br />TOE NAIL FLOOR JOIST
<br />TO RUNNERS W/2-12d
<br />NAILS @ EACH JOIST/
<br />RUNNER INTERSECTION
<br />PRESSURE TREATED WOOD SHIMS
<br />FOR LEVELING WHEN NECESSARY
<br />2' X 12' X 12' SOLID CONIC, BLOCK
<br />@ Te O.C. (TYP) @ EACH SKID
<br />•' FOR WALL wi DOOR ... IF LESS THAN 2 -8' OF WALL ON
<br />EACH SIDE OF DOOR NAIL WIBd NAILS @ 4' O.C. ON
<br />EDGES AND § W O.C. ON INTERMEDIATE SEAMS,
<br />Upper Roof Panel
<br />44 x 3.1,4' Gable Trim
<br />Lower Roof Panel
<br />414 x 3-1,7 Fascia
<br />4;4 x 7-1/4' Corner Trim
<br />Door Handle
<br />3/8• thick V o.o. Siding
<br />-_- Gap Typ''
<br />104'
<br />3j - - " - 7
<br />71'4'
<br />I
<br />A
<br />n EAVE ELEVATION w/o DOOR
<br />1 SCALE: 1:4' . 1 V
<br />70
<br />I
<br />2 x 4 SPF Stud
<br />Simpson SP4
<br />2 x 4 SPF Bottom Plate wl 8-8d 1.1 Galv. Joist N.1s
<br />Or Equfv. For Up To035# Uplllt
<br />64'
<br />120'
<br />INTERIOR VIEW OF ROLL -UP DOOR
<br />n FRAMING & TRACK INSTALLATION
<br />1 SCALE: 1;4' - 1'V
<br />�- 31t -�- 314"
<br />A
<br />EAVE ELEVATION with DOOR OFFSET
<br />SCALE: 1W . 1'-(
<br />SEE FLOOR FOOTING DEATIL
<br />SHEATHING GRADE 3/8' EZ PANEL
<br />NAILED W /8d NAILS @ 6' O.C. ON ALL SEAMS & TOP &
<br />BOTTOM EDGE (TOP & BOTTOM OF OPENINGS) & 17 O.0
<br />@ INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE)
<br />2 X 4 SPF STUD @ 24' O.C.
<br />2 X 4 SPF BOTTOM PLATE
<br />2' NAILS EVERY 3'
<br />ANGLED INTO FLOOR
<br />FRAME, 1/2' FROM EDGE
<br />1/2' X 2-1/2' LAG SCREW INTO FLOOR JOIST
<br />W/ 2"X2"X11B' FENDER WASHER
<br />2 x 4 P.T. BOND BOARD
<br />30' SINGLE HELIX ANCHOR
<br />MODEL MTE -30 AS MFD,
<br />BY TIEDOWN ENGINEER. ATLANTA, GA.
<br />WITH IN 24' +/- OF CORNERS & 7e +/- O.C. MAX.
<br />OR AS REQUIRED BY LOCAL CODE
<br />30 DEGREES TO VERTICAL IN THIS PLANE MP)
<br />s WOOD FLOOR FOOTING DETAIL NOTES:
<br />1 SCALE: 1• - 1'V
<br />1. WHEN MONOLITHIC SLAB IS USED, THIS
<br />NOTE: FLOOR FRAMING IS NOT REQUIRED
<br />FOR EXTERIOR WALLS GREATER 2. ALL MATERIALS AND LABOR SHALL MEET OR
<br />THAN & FLATWISE BLOCKING REQ-0 @ PANEL EXCEED APPLICABLE LOCAL CODES.
<br />JOINTS, SECURE BLOCKING W12 -16d NAILS
<br />EACH END, PANEL JOINT IN CENTER 1/3 OF WALL 3. ALL LUMBER TO BE NO.2 GRADE SPRUCE
<br />PINE FIR OR EQUIVALENT
<br />4. THIS FLOOR FRAMING PLAN IS FOR THE
<br />BACKYARD PRODUCTS, LLC 10' WIDE GABLE
<br />ANY DEVIATION OR MODIFICATION
<br />IS STRICTLY PROHIBITED
<br />5. IN THE EVENT OF A DIMENSIONAL OR
<br />MATERIAL DISCREPANCY, NOTIFY BACKYARD
<br />PRODUCTS, LLC.
<br />NOTE:
<br />1. THIS WALL PLAN IS GOOD FOR THE 10' WIDE GABLE
<br />ONLY. ALL MATERIAL AND LABOR SHALL
<br />MEET OR EXCEED APPLICABLE LOCAL CODES,
<br />LINE OF OVERHANG FROM 2x6 DOUBLER
<br />Dow panel &
<br />FIBERGLASS SHINGLES
<br />SECURE SHINGLES TO ROOF
<br />DECKING wl (6) 1.1/4" GALV ROOFING NAILS
<br />3ecwe door hinge board from
<br />nside using (6) 1' c'sirk screws.
<br />rypical both sides of doors.
<br />Shed panel
<br />Mount door hinge board using
<br />(3) X c'sink screws Into framing.
<br />Typical both sides of doors.
<br />A DOOR INSTALLATION
<br />1 SCALE: NO SCALE
<br />5!8' OSB or COX TREATED PLYWOOD
<br />FLOOR DECKING AS REQ.
<br />SECURE FLOOR DECKING
<br />TO FLOOR JOIST W.1 Od NAILS
<br />@ 6' O.C. @ EDGES 12
<br />@ INTERMEDIATE SUPPORTS
<br />5i8' x 3' x 72' HEADER APPLIED TO INSIDE 6"x 24' 18' OSB or EZ PANEL GUSSET
<br />_ OF BUILDING CONNECTING TOP AND TYP, BOTH SIDES AS SHOWN
<br />BOTTOM PLATE ABOVE DOOR OPENING
<br />WHEN DOOR IS INSTALLED ON EAVE SIDE
<br />Door on save wall
<br />Simpson LSTA9 H2.5 will be used
<br />Stud to Top Plate with above the door w/
<br />(8) 8d Galy. 1.1 /2' Joist Notes (9) 6d Galy, 1.1/2' Joist Nails
<br />14 H2.5
<br />Simpson SP4
<br />w/ 6 -Bd 1 -1/2' Gafv. Joist Nails
<br />Or Equiv. For Up To 735# Uplift
<br />120' I A El A L
<br />J GABLE FRAMING with DOOR OFFSET rK"-, EAVE FRAMING with DOOR CENTERED L EAVE FRAMING with DOOR OFFSET
<br />1 SCALE: 1;e - 1`V 1 SCALE: 1.4• . PV 1 SCALE: 1,4' . 1V
<br />SECURE ROOF DECKING W %8d
<br />COMMON OR Bd HOT DIPPED NAILS
<br />@ 6 C, @ EDGES & 17 O.C.
<br />@ INTERMEDIATE SUPPORTS
<br />1 X4 COLLAR TIE
<br />SECURE COLLAR TIES
<br />TO NAILS R AFT ERS NAILS / EACH RAFTER))
<br />1 2 4
<br />4
<br />I
<br />A I I
<br />X_ SEE WALL DETAIL
<br />4' ox
<br />I TYp•
<br />I I
<br />I I
<br />I I 24 "
<br />I I
<br />12' - -- 16 4 16' -
<br />3•
<br />116?
<br />120'
<br />N TYP. WALL FRAMING PLAN
<br />1 SCALE: ail' - 1'V
<br />THING GRADE 3/8' EZ PANEL
<br />2x4 P.T, BOND BOARD (TYP)_
<br />1. THIS WALL PLAN IS GOOD FOR 7HE10' WIDE GABLE
<br />SECURE BOND @ CORNERS
<br />• • 6•
<br />W/3-16d NAILS
<br />EDGE (TOP & BOTTOM OF OPENINGS) & 12 O.C.
<br />2x4 P.T. JOISTS @ 16 O.C, (TYP)...
<br />NOTE:
<br />SECURE JOIST TO BOX SILL
<br />Tie -
<br />1I
<br />W/2-16d NAILS @ EACH JOIST
<br />2 X 4 SPF STUD @ 24' O.C.
<br />4X4 P.T. RUNNERS (TYP)...
<br />& SHEAR CUPS NOT REQ.
<br />TOE NAIL FLOOR JOIST TO RUNNERS
<br />4' CONCRETE
<br />W. @ -12d NAILS @ EACH JOIST /RUNNER
<br />1/2' WEDGE ANCHOR BOLT 30' O.C. 8 -112' LONG
<br />INTERSECTION
<br />(12) 1-1/2" NAILS
<br />518' OSB OR COX TREATED PLYWOOD
<br />6X6 10/10 WIRE MESH
<br />SECURE FLOOR DECKING
<br />1 SALE - 1 ,- 0 .
<br />TO FLOOR JOISTt
<br />W /Bd NAILS @ S' O.C.
<br />March 16, 2009
<br />@ EDGES & 12' O.C.
<br />2 X 4 P.T. SILL PLATE
<br />@ INTERMEDIATE SUPPORTS r
<br />SCALE As Noted 1734) 242 -6900 s,- 1 of 1
<br />2' NAILS EVERY 3'
<br />SAND OR GRAVEL
<br />5. NAILING PATTERN FOR WALL, FLOOR AND ROOF SHEATHING TO BE 6" D.C. AT
<br />T
<br />SEE NOTE 4
<br />FRAME 1/2' FROM EDGE
<br />16'
<br />TABLE 2304.9.1 FASTENING SCHEDULE OF THE 2004 FLORIDA BUILDING
<br />CODE AND 2006 FBC SUPPLEMENTS.
<br />16198
<br />SEE FLOOR FOOTING DEATIL
<br />SHEATHING GRADE 3/8' EZ PANEL
<br />NAILED W /8d NAILS @ 6' O.C. ON ALL SEAMS & TOP &
<br />BOTTOM EDGE (TOP & BOTTOM OF OPENINGS) & 17 O.0
<br />@ INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE)
<br />2 X 4 SPF STUD @ 24' O.C.
<br />2 X 4 SPF BOTTOM PLATE
<br />2' NAILS EVERY 3'
<br />ANGLED INTO FLOOR
<br />FRAME, 1/2' FROM EDGE
<br />1/2' X 2-1/2' LAG SCREW INTO FLOOR JOIST
<br />W/ 2"X2"X11B' FENDER WASHER
<br />2 x 4 P.T. BOND BOARD
<br />30' SINGLE HELIX ANCHOR
<br />MODEL MTE -30 AS MFD,
<br />BY TIEDOWN ENGINEER. ATLANTA, GA.
<br />WITH IN 24' +/- OF CORNERS & 7e +/- O.C. MAX.
<br />OR AS REQUIRED BY LOCAL CODE
<br />30 DEGREES TO VERTICAL IN THIS PLANE MP)
<br />s WOOD FLOOR FOOTING DETAIL NOTES:
<br />1 SCALE: 1• - 1'V
<br />1. WHEN MONOLITHIC SLAB IS USED, THIS
<br />NOTE: FLOOR FRAMING IS NOT REQUIRED
<br />FOR EXTERIOR WALLS GREATER 2. ALL MATERIALS AND LABOR SHALL MEET OR
<br />THAN & FLATWISE BLOCKING REQ-0 @ PANEL EXCEED APPLICABLE LOCAL CODES.
<br />JOINTS, SECURE BLOCKING W12 -16d NAILS
<br />EACH END, PANEL JOINT IN CENTER 1/3 OF WALL 3. ALL LUMBER TO BE NO.2 GRADE SPRUCE
<br />PINE FIR OR EQUIVALENT
<br />4. THIS FLOOR FRAMING PLAN IS FOR THE
<br />BACKYARD PRODUCTS, LLC 10' WIDE GABLE
<br />ANY DEVIATION OR MODIFICATION
<br />IS STRICTLY PROHIBITED
<br />5. IN THE EVENT OF A DIMENSIONAL OR
<br />MATERIAL DISCREPANCY, NOTIFY BACKYARD
<br />PRODUCTS, LLC.
<br />NOTE:
<br />1. THIS WALL PLAN IS GOOD FOR THE 10' WIDE GABLE
<br />ONLY. ALL MATERIAL AND LABOR SHALL
<br />MEET OR EXCEED APPLICABLE LOCAL CODES,
<br />LINE OF OVERHANG FROM 2x6 DOUBLER
<br />Dow panel &
<br />FIBERGLASS SHINGLES
<br />SECURE SHINGLES TO ROOF
<br />DECKING wl (6) 1.1/4" GALV ROOFING NAILS
<br />3ecwe door hinge board from
<br />nside using (6) 1' c'sirk screws.
<br />rypical both sides of doors.
<br />Shed panel
<br />Mount door hinge board using
<br />(3) X c'sink screws Into framing.
<br />Typical both sides of doors.
<br />A DOOR INSTALLATION
<br />1 SCALE: NO SCALE
<br />5!8' OSB or COX TREATED PLYWOOD
<br />FLOOR DECKING AS REQ.
<br />SECURE FLOOR DECKING
<br />TO FLOOR JOIST W.1 Od NAILS
<br />@ 6' O.C. @ EDGES 12
<br />@ INTERMEDIATE SUPPORTS
<br />5i8' x 3' x 72' HEADER APPLIED TO INSIDE 6"x 24' 18' OSB or EZ PANEL GUSSET
<br />_ OF BUILDING CONNECTING TOP AND TYP, BOTH SIDES AS SHOWN
<br />BOTTOM PLATE ABOVE DOOR OPENING
<br />WHEN DOOR IS INSTALLED ON EAVE SIDE
<br />Door on save wall
<br />Simpson LSTA9 H2.5 will be used
<br />Stud to Top Plate with above the door w/
<br />(8) 8d Galy. 1.1 /2' Joist Notes (9) 6d Galy, 1.1/2' Joist Nails
<br />14 H2.5
<br />Simpson SP4
<br />w/ 6 -Bd 1 -1/2' Gafv. Joist Nails
<br />Or Equiv. For Up To 735# Uplift
<br />120' I A El A L
<br />J GABLE FRAMING with DOOR OFFSET rK"-, EAVE FRAMING with DOOR CENTERED L EAVE FRAMING with DOOR OFFSET
<br />1 SCALE: 1;e - 1`V 1 SCALE: 1.4• . PV 1 SCALE: 1,4' . 1V
<br />SECURE ROOF DECKING W %8d
<br />COMMON OR Bd HOT DIPPED NAILS
<br />@ 6 C, @ EDGES & 17 O.C.
<br />@ INTERMEDIATE SUPPORTS
<br />1 X4 COLLAR TIE
<br />SECURE COLLAR TIES
<br />TO NAILS R AFT ERS NAILS / EACH RAFTER))
<br />1 2 4
<br />4
<br />I
<br />A I I
<br />X_ SEE WALL DETAIL
<br />4' ox
<br />I TYp•
<br />I I
<br />I I
<br />I I 24 "
<br />I I
<br />12' - -- 16 4 16' -
<br />3•
<br />116?
<br />120'
<br />N TYP. WALL FRAMING PLAN
<br />1 SCALE: ail' - 1'V
<br />THING GRADE 3/8' EZ PANEL
<br />NOTES:
<br />1. THIS WALL PLAN IS GOOD FOR 7HE10' WIDE GABLE
<br />NAILED W /8d NAILS @ 6' O.C. TOP & BOTTOM
<br />• • 6•
<br />SHOWN STORAGE BUILDING, IN THE EVENT OF DIMENSIONAL DISCREPANY,
<br />EDGE (TOP & BOTTOM OF OPENINGS) & 12 O.C.
<br />TWO #4 BARS @TOP 8 BOTTOM
<br />NOTE:
<br />@INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE)
<br />Tie -
<br />1I
<br />EZ PANEL USED FOR UPLIFT
<br />2 X 4 SPF STUD @ 24' O.C.
<br />@ INTERMEDIATE SUPPORTS
<br />& SHEAR CUPS NOT REQ.
<br />3. MATERIALS
<br />4' CONCRETE
<br />EXCEPT @ OPENINGS
<br />1/2' WEDGE ANCHOR BOLT 30' O.C. 8 -112' LONG
<br />ALL PLYWOOD SHALL CONFORM TO THE LATEST EDITION OF
<br />(12) 1-1/2" NAILS
<br />(...or other approved fastener...)
<br />6X6 10/10 WIRE MESH
<br />ALL CONNECTORS /FASTENERS AND ITS SPACING SHALL MEET
<br />1 SALE - 1 ,- 0 .
<br />OR FIBERMESH
<br />2 X 4 SPF BOTTOM PLATE
<br />March 16, 2009
<br />O.S.B. DECKING: ORIENTED STAND BOARD AS MANUFACTURED
<br />2 X 4 P.T. SILL PLATE
<br />4' COMPACTED
<br />SCALE As Noted 1734) 242 -6900 s,- 1 of 1
<br />2' NAILS EVERY 3'
<br />SAND OR GRAVEL
<br />5. NAILING PATTERN FOR WALL, FLOOR AND ROOF SHEATHING TO BE 6" D.C. AT
<br />ANGLED INTO FLOOR
<br />SEE NOTE 4
<br />FRAME 1/2' FROM EDGE
<br />IF
<br />Min. to Sheathing
<br />r
<br />• D. • I/ 12' Minimium
<br />J NOUTHIC SLAB
<br />TY AL M S
<br />C 0
<br />SECTION ALL AROUND ** (1) Anchor Minimum On * **
<br />SEE NOTE I It_ 12. ----- Each Side Of Door Opening
<br />T MONOLITHIC CONCRETE SLAB DETAIL
<br />1 SCALE: I• . 1'V
<br />NOTE:
<br />1. WHEN FLOOR FRAMING IS USED. THIS
<br />MONOLITHIC SLAB IS NOT REQUIRED
<br />2. ALL MATERIALS AND LABOR SHALL MEET OR
<br />EXCEED APPLICABLE LOCAL CODES,
<br />3. UNLESS OTHERWISE SPECIFIED OR SURPERSEDED
<br />BY APPLICABLE LOCAL CODES, MATERIAL TO BE
<br />3000 PSI CONCRETE, A615 GRADE 60 REBAR,
<br />A36 A.B., MIN. REBAR LAP = 20'.
<br />4. THIS MONOLITHIC SLAB IS DESIGNED FOR THE
<br />BACKYARD PRODUCTS, LLC 10' WIDE GABLE
<br />ANY DEVIATION AND MODIFICATION
<br />IS STRICTLY PROHIBITED.
<br />3Ar OSS or EZ PANEL Ousset
<br />GLUED & NAILED WITH
<br />(12) Y NAILS V 3 O.G.
<br />2 x 4 SPF Gable Connector
<br />I x 4 SPF Collar Tle -
<br />2 x 4 SPF Built 'Jp Track Support
<br />w1 3;8' Panel Filler Core Toe Nailed
<br />into Top Plate using (2) 10d 3' Nail
<br />each Nailed into Rafter using
<br />(2) 1 Od 3' Nails each
<br />2 x 4 SPF Rafter -
<br />2 x 4 SPF Doubler -
<br />2 x 4 SPF Header is 1 Top plane removed and re table for
<br />on top Gf header. This is acceptable
<br />no,Moad bearing wall only.
<br />2.412x8 Doublers
<br />Attached To Top Plate
<br />_ Using 160 Nail gn 12'0.C.
<br />Or All Four (4) Walls Typ.
<br />2 x 4 SPF Top Plate ROLL -UP DOOR TO BE I 104'
<br />INSTALLED PER JANUS
<br />INTERNATIONAL CORP. g8^
<br />Rol Up Dow track and bracket assembly, INSTRUCTIONS FOR THE 750 Doubled 2 x 4 SPF Stud
<br />Fastened using (5) 1;4' -10 x I• Lag screws SERIES DOOR
<br />18' OSB or EZ PANEL Gusset
<br />GLUED & NAILED WITH -
<br />(12) 7 NAILS @ Y OA.
<br />2 x 4 SPF Gable Connector -
<br />2 x 4 SPF Doubler _
<br />2 x 4 SPF Top Plate -
<br />2 x 4 SPF Palter -
<br />2 x 6 SPF Doubler -
<br />2 x 4 SPF Stud
<br />2 x 4 SPF Bottom Plate
<br />2 STUDS TYP, @
<br />CORNERS EACH WAY
<br />2x4 / 2x6 DOUBLERS
<br />ATTACHED TO TOP PLATE
<br />USING 16d NAILS @ 12- OA.
<br />ON ALL FOUR (4) WALLS TYP
<br />104'
<br />7
<br />72'
<br />1 x 4 PINE Collar 79
<br />3r8 OSB or EZ PANEL G
<br />GLUED & NAILED WIT
<br />(12) 1 -1i2' NAILS
<br />2 x 4 SPF Rafter
<br />2 x 6 SPF ooubW
<br />2 x 4 SPF Top Plate
<br />2 x 4 SPF Stud
<br />2 x 4 SPF Bottom Plate
<br />ANCHORS 30 O.C.
<br />AS REQ'D
<br />ANCHORS 72'0,C,
<br />H2.5
<br />Simpson H2.5 Rafter to Stud w( r7
<br />(10) Bd 1 -1'2' Galy. Joist Nails
<br />24' - }
<br />104"
<br />714'
<br />A
<br />n EAVE FRAMING w/o DOOR
<br />1 SCALE: 1 4• . 1'V
<br />64' ,r
<br />120'
<br />G GABLE FRAMING with DOOR CENTERED
<br />1 SCALE: I!4'. 1•-0'
<br />SECURE RAFTERS TO
<br />TOP PLATE W /SIMPSONS
<br />H2.5 W /1G-8d NAILS
<br />OR EQUIV. FOR 415# _
<br />UPLIFT OR SIMPSON
<br />H1 W10-8d NAILS
<br />FOR 490# UPLIFT
<br />ONE ON EACH SIDE
<br />OF RAFTERS
<br />SHEATHING GRADE 38' EZ PANEL
<br />BOARD NAILED Wi Bd NAILS @
<br />G O.C. TOP & BOTTOM
<br />EDGE (TOP & BOTTOM OF
<br />OPENINGS) & 12' O.C.
<br />@ INTERMEDIATE SUPPORTS.
<br />FOR WALL WITH DOOR
<br />NAIL 2' o.c.
<br />PLYWOOD USED FOR UPLIFT
<br />& SHEAR CUPS NOT REQ.
<br />EXCEPT @ OPENINGS
<br />2 x 4 SPF STUD 24' O.C. TYP
<br />2 x 4 SPF BOTTOM PLATE
<br />NOTE:
<br />NOTES:
<br />1. THIS WALL PLAN IS GOOD FOR 7HE10' WIDE GABLE
<br />1, THESE STRUCTURAL DRAWINGS SHALL BE USED FOR THE CONSTRUCTION OF THE
<br />• • 6•
<br />SHOWN STORAGE BUILDING, IN THE EVENT OF DIMENSIONAL DISCREPANY,
<br />• • • • • • • •
<br />NOTIFY THE ENGINEER FOR RESOLUTION OF CONFLICT. ANY DEVIATION FROM
<br />• •
<br />THESE DRAWINGS MUST BE APPROVED BY THE ENGINEER
<br />Tie -
<br />1I
<br />2.FOOTING DESIGN BASED ON AN ALLOWABLE BEARING PRESSURE OF 2500 P.S.F.
<br />24'
<br />@ INTERMEDIATE SUPPORTS
<br />3. MATERIALS
<br />3/8' OSB or EZ PANEL Gusset
<br />ALL LUMBER TO BE NUMBER 2 GRADE SPRUCE PINE FIR OR EQUIVALENT.
<br />GLUED & NAILED WITH
<br />ALL PLYWOOD SHALL CONFORM TO THE LATEST EDITION OF
<br />(12) 1-1/2" NAILS
<br />APA SPECIFICATIONS.
<br />n RAFTER SECTION
<br />ALL CONNECTORS /FASTENERS AND ITS SPACING SHALL MEET
<br />1 SALE - 1 ,- 0 .
<br />THE APPLICABLE CODES,
<br />ALL MATERIALS AND LABOR PER APPLICABLE LOCAL CODES
<br />March 16, 2009
<br />O.S.B. DECKING: ORIENTED STAND BOARD AS MANUFACTURED
<br />ENGINEER.
<br />BY LOUISIANA - PACIFIC COMPANY, PORTLAND, OR,
<br />SCALE As Noted 1734) 242 -6900 s,- 1 of 1
<br />4, THESE BARNS ARE TO BE USED AS STORAGE ONLY AND NOT FOR HABITATION
<br />8' -0' t-r3se I 10'•0' Base
<br />5. NAILING PATTERN FOR WALL, FLOOR AND ROOF SHEATHING TO BE 6" D.C. AT
<br />16-0' 18' -0' Drawing Item Number
<br />EDGES AND 12" O.C. ON ALL INTERMEDIATE SEAMS. NAIL WITH 8d COMMON
<br />OR 8d HOT DIPPED GALVANIZED NAILS. FASTENING IS IN CONFORMANCE WITH
<br />TABLE 2304.9.1 FASTENING SCHEDULE OF THE 2004 FLORIDA BUILDING
<br />CODE AND 2006 FBC SUPPLEMENTS.
<br />64' ,r
<br />120'
<br />G GABLE FRAMING with DOOR CENTERED
<br />1 SCALE: I!4'. 1•-0'
<br />SECURE RAFTERS TO
<br />TOP PLATE W /SIMPSONS
<br />H2.5 W /1G-8d NAILS
<br />OR EQUIV. FOR 415# _
<br />UPLIFT OR SIMPSON
<br />H1 W10-8d NAILS
<br />FOR 490# UPLIFT
<br />ONE ON EACH SIDE
<br />OF RAFTERS
<br />SHEATHING GRADE 38' EZ PANEL
<br />BOARD NAILED Wi Bd NAILS @
<br />G O.C. TOP & BOTTOM
<br />EDGE (TOP & BOTTOM OF
<br />OPENINGS) & 12' O.C.
<br />@ INTERMEDIATE SUPPORTS.
<br />FOR WALL WITH DOOR
<br />NAIL 2' o.c.
<br />PLYWOOD USED FOR UPLIFT
<br />& SHEAR CUPS NOT REQ.
<br />EXCEPT @ OPENINGS
<br />2 x 4 SPF STUD 24' O.C. TYP
<br />2 x 4 SPF BOTTOM PLATE
<br />NOTE:
<br />SHEATHING GRADE 3/B' EZ PANEL
<br />1. THIS WALL PLAN IS GOOD FOR 7HE10' WIDE GABLE
<br />1 2 x 4 SPF oubler
<br />ONLY, ALL MATERIAL AND LABOR SHALL
<br />EDGE (TOP & BOTTOM OF OPENINGS) & 12' O.C.
<br />MEET OR EXCEED APPLICABLE .ACAL CODES.
<br />SECURE ROOF DECKING W %Sd
<br />PT @ OPENINGS
<br />COMMON OR 8d HOT DIPPED NAILS
<br />Tie -
<br />1I
<br />@ 6' O.C. @ EDGES & 12' O.C.
<br />WITH 2009 SUPPLEMENTS FOR
<br />@ INTERMEDIATE SUPPORTS
<br />& 4' O.C. @ GABLE END WALLS
<br />RIV
<br />\
<br />OR GABLE TRUSSES
<br />124'
<br />.�--- 24' -�' 6.
<br />72'
<br />SECURE RAFTERS TO
<br />TOP PLATE W /SIMPSON
<br />H2.5 W,'10 -8d 1.1 NAILS
<br />OR EQUIV. FOR 415#
<br />UPLIFT OR SIMPSON
<br />H1 W10-4d 1 -1!7 NAILS
<br />FOR 490# UPLIFT
<br />ONE ON EACH SIDE
<br />-- 7116`W B ROOF PANEL OF RAFTERS
<br />113'
<br />120'
<br />I I I
<br />n RAFTER SECTION
<br />1 SCALE: 19• - 1'V
<br />I I 1
<br />1x4 COLLAR TIE NOTES:
<br />SECURE COLLAR TIES
<br />To RAFTERS W /4 1. Approved Shingles installed per manufactures instructions, 6 nails
<br />NAILS (2 NAILS EACH RAFTER) per shingle
<br />2. Dripedge must overlap 2" and nailed every 12" max.
<br />3. H clips are used between every rafter between the upper and lower
<br />T 124' roof panels
<br />A
<br />n ROOF FRAMING PLAN
<br />1 SCALE: 3;6• - 1'V
<br />ro WALL SECTION
<br />1 SCALE: 112•. 1'V
<br />TWO #4 BARS @ TOP & BOTTOM
<br />2 x 4 P.T. JOISTS @ 16' O.C. -
<br />4'CONCRETE -
<br />6X6 10/10 WIRE MESH _
<br />OR FIBERMESH
<br />4' COMPACTED _
<br />SAND OR GRAVEL
<br />SEE NOTE 4
<br />FIBERGLASS SHINGLES SECURED
<br />TO ROOF DECKING W1 1 4* ROOF NAILS
<br />- 1 -LAYER 15# FELT
<br />_ 7116' OSB ROOF DECKING
<br />SEE ROOF FRAMING DETAIL
<br />2 x 4 SPF RAFTER
<br />1 X4 FASCIA BOARD
<br />SECURE TRIM W -8d
<br />NAILS @ EACH RAFTER
<br />2 x 6 SPF DOUBLER
<br />2 x 4 SPF TOP PLATE
<br />SHEATHING GRADE 3/B' EZ PANEL
<br />2 x 8 SPF Doubler 24'
<br />1 2 x 4 SPF oubler
<br />PANEL USED FOR UPLIFT
<br />EDGE (TOP & BOTTOM OF OPENINGS) & 12' O.C.
<br />HEAR CUPS NOT REQ.
<br />@INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE)
<br />�7
<br />PT @ OPENINGS
<br />24' O.C. 1 x 4 PINE Col
<br />I TYp• I
<br />Tie -
<br />1I
<br />2X4 SPF STUD @24'OA.
<br />WITH 2009 SUPPLEMENTS FOR
<br />I I 1
<br />3/8' We or PANE Gusset
<br />2 x 4 SPF Rafter GLUED & NAILE WITH
<br />I (12) 1 -1,Z NAILS
<br />3/4' THROUGH BOLT 'OR' LAG SCREW
<br />RIV
<br />\
<br />owb ev. Scott Breitfeld
<br />SIMPSON #HD5A CONNECTOR
<br />5/8' or 3i4' WEDGE ANCHOR BOLT 72 O.C. 8 -112' LONG
<br />124'
<br />.�--- 24' -�' 6.
<br />72'
<br />SECURE RAFTERS TO
<br />TOP PLATE W /SIMPSON
<br />H2.5 W,'10 -8d 1.1 NAILS
<br />OR EQUIV. FOR 415#
<br />UPLIFT OR SIMPSON
<br />H1 W10-4d 1 -1!7 NAILS
<br />FOR 490# UPLIFT
<br />ONE ON EACH SIDE
<br />-- 7116`W B ROOF PANEL OF RAFTERS
<br />113'
<br />120'
<br />I I I
<br />n RAFTER SECTION
<br />1 SCALE: 19• - 1'V
<br />I I 1
<br />1x4 COLLAR TIE NOTES:
<br />SECURE COLLAR TIES
<br />To RAFTERS W /4 1. Approved Shingles installed per manufactures instructions, 6 nails
<br />NAILS (2 NAILS EACH RAFTER) per shingle
<br />2. Dripedge must overlap 2" and nailed every 12" max.
<br />3. H clips are used between every rafter between the upper and lower
<br />T 124' roof panels
<br />A
<br />n ROOF FRAMING PLAN
<br />1 SCALE: 3;6• - 1'V
<br />ro WALL SECTION
<br />1 SCALE: 112•. 1'V
<br />TWO #4 BARS @ TOP & BOTTOM
<br />2 x 4 P.T. JOISTS @ 16' O.C. -
<br />4'CONCRETE -
<br />6X6 10/10 WIRE MESH _
<br />OR FIBERMESH
<br />4' COMPACTED _
<br />SAND OR GRAVEL
<br />SEE NOTE 4
<br />FIBERGLASS SHINGLES SECURED
<br />TO ROOF DECKING W1 1 4* ROOF NAILS
<br />- 1 -LAYER 15# FELT
<br />_ 7116' OSB ROOF DECKING
<br />SEE ROOF FRAMING DETAIL
<br />2 x 4 SPF RAFTER
<br />1 X4 FASCIA BOARD
<br />SECURE TRIM W -8d
<br />NAILS @ EACH RAFTER
<br />2 x 6 SPF DOUBLER
<br />2 x 4 SPF TOP PLATE
<br />D. .
<br />TY AL MONOLITHIC SLAB
<br />ECTION ALL AROUND
<br />SEE NOTE 1
<br />12 '
<br />� WOOD FLOOR ON CONCRETE
<br />* ** (1) Anchor Minimum On * **
<br />12' Minimium Each Side Of Door Opening
<br />On Gable Side of Building
<br />NOTES:
<br />DETAIL 1, ALL MATERIALS AND LABOR SHALL MEET OR
<br />1'V
<br />SCALE: 1• =
<br />EXCEED APPLICABLE LOCAL CODES.
<br />2. UNLESS OTHERWISE SPECIFIED OR SURPERSEDED
<br />BY APPLICABLE LOCAL CODES, MATERIAL TO BE
<br />3000 PSI CONCRETE, A615 GRADE 60 REBAR,
<br />A36 A.B., MIN, REBAR LAP = 20',
<br />3, THIS MONOLITHIC SLAB IS DESIGNED FOR THE
<br />BACKYARD PRODUCTS, LLC 10' WIDE GABLE.
<br />ANY DEVIATION AND MODIFICATION
<br />IS STRICTLY PROHIBITED.
<br />Rev. Date By Revision
<br />A 3 -16 -09 SJB Was 2004 with 2006 Supplement
<br />DESIGN CRITERIA:
<br />Design Code:
<br />Wind Speed:
<br />Exposure:
<br />Wind Importance Factor:
<br />Internal Pressure Coefficient:
<br />Comp. & Cladding Design Pressure:
<br />Roof Dead Load
<br />Floor Dead Load - Wood
<br />Wall Dead Load
<br />Design Wind Pressure on Openings
<br />Roof Live Load
<br />Floor Live Load - Wood
<br />Q FBC 2007 & 2009 Supplement
<br />130 mph
<br />Exp.B
<br />0.87
<br />0.55
<br />30 PSF
<br />6 PSF
<br />6 PSF
<br />3 PSF
<br />30 PSF
<br />36 PSF
<br />30 PSF
<br />MATERIALS:
<br />Roof Sheathing: 7/16" Rated 24/0
<br />Wall Sheathing: 3/8" Siding Rated 24/0
<br />EVIEW D ATE_ 'o ' V
<br />Cl- -
<br />n' CE 7FPHYRHILLS -
<br />SHEATHING GRADE 3/B' EZ PANEL
<br />NOTE:
<br />NAILED W!Bd NAILS @ G O.C. TOP & BOTTOM
<br />PANEL USED FOR UPLIFT
<br />EDGE (TOP & BOTTOM OF OPENINGS) & 12' O.C.
<br />HEAR CUPS NOT REQ.
<br />@INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE)
<br />�7
<br />PT @ OPENINGS
<br />f ft1,RD
<br />GABLE STYLE - FLORIDA
<br />2X4 SPF STUD @24'OA.
<br />WITH 2009 SUPPLEMENTS FOR
<br />2 X 4 SPF BOTTOM PLATE
<br />3/4' THROUGH BOLT 'OR' LAG SCREW
<br />RIV
<br />\
<br />owb ev. Scott Breitfeld
<br />SIMPSON #HD5A CONNECTOR
<br />5/8' or 3i4' WEDGE ANCHOR BOLT 72 O.C. 8 -112' LONG
<br />WIND LOADS, ANY DEVIATION
<br />FROM THESE PLANS
<br />y< rrly4x;1 }� l r '1 '�
<br />!}t�(` - u ll..ir4!
<br />'�
<br />ec, *s ar, C. Hutchinson
<br />FLORIDA REG. # 31 S69
<br />(... or other approved fastener...)
<br />D. .
<br />TY AL MONOLITHIC SLAB
<br />ECTION ALL AROUND
<br />SEE NOTE 1
<br />12 '
<br />� WOOD FLOOR ON CONCRETE
<br />* ** (1) Anchor Minimum On * **
<br />12' Minimium Each Side Of Door Opening
<br />On Gable Side of Building
<br />NOTES:
<br />DETAIL 1, ALL MATERIALS AND LABOR SHALL MEET OR
<br />1'V
<br />SCALE: 1• =
<br />EXCEED APPLICABLE LOCAL CODES.
<br />2. UNLESS OTHERWISE SPECIFIED OR SURPERSEDED
<br />BY APPLICABLE LOCAL CODES, MATERIAL TO BE
<br />3000 PSI CONCRETE, A615 GRADE 60 REBAR,
<br />A36 A.B., MIN, REBAR LAP = 20',
<br />3, THIS MONOLITHIC SLAB IS DESIGNED FOR THE
<br />BACKYARD PRODUCTS, LLC 10' WIDE GABLE.
<br />ANY DEVIATION AND MODIFICATION
<br />IS STRICTLY PROHIBITED.
<br />Rev. Date By Revision
<br />A 3 -16 -09 SJB Was 2004 with 2006 Supplement
<br />DESIGN CRITERIA:
<br />Design Code:
<br />Wind Speed:
<br />Exposure:
<br />Wind Importance Factor:
<br />Internal Pressure Coefficient:
<br />Comp. & Cladding Design Pressure:
<br />Roof Dead Load
<br />Floor Dead Load - Wood
<br />Wall Dead Load
<br />Design Wind Pressure on Openings
<br />Roof Live Load
<br />Floor Live Load - Wood
<br />Q FBC 2007 & 2009 Supplement
<br />130 mph
<br />Exp.B
<br />0.87
<br />0.55
<br />30 PSF
<br />6 PSF
<br />6 PSF
<br />3 PSF
<br />30 PSF
<br />36 PSF
<br />30 PSF
<br />MATERIALS:
<br />Roof Sheathing: 7/16" Rated 24/0
<br />Wall Sheathing: 3/8" Siding Rated 24/0
<br />EVIEW D ATE_ 'o ' V
<br />Cl- -
<br />n' CE 7FPHYRHILLS -
<br />_
<br />D .;, PLANSEX, AMINER
<br />Richard Kozlowicz, P.E.
<br />TO WHOM IT NY CONCERN:
<br />,HIS STRUCTURE IS
<br />1 WIDE
<br />7162 GLENBURNIE LANE
<br />CLARKSTON,Ml -48346
<br />DESIGNED IN CONFORMANCE
<br />WITH SECTION IFa9 OF THE
<br />2607 FLORIDA BUILDUVG CODE
<br />f ft1,RD
<br />GABLE STYLE - FLORIDA
<br />(248) 625 -336?
<br />WITH 2009 SUPPLEMENTS FOR
<br />PROLDUC I5, LLC.
<br />Sig
<br />D
<br />AooPESS
<br />1000 Ternes Dr,
<br />owb ev. Scott Breitfeld
<br />(248) 620 - 4515 r,AX
<br />'
<br />WIND LOADS, ANY DEVIATION
<br />FROM THESE PLANS
<br />y< rrly4x;1 }� l r '1 '�
<br />!}t�(` - u ll..ir4!
<br />'�
<br />ec, *s ar, C. Hutchinson
<br />FLORIDA REG. # 31 S69
<br />REQUIRES APPROVAL OF THE
<br />^�°t T`- =
<br />Monroe, M148162
<br />March 16, 2009
<br />ENGINEER.
<br />SCALE As Noted 1734) 242 -6900 s,- 1 of 1
<br />Depth Dim. 'A' _
<br />8' -0' t-r3se I 10'•0' Base
<br />12' -0" 14' -0'
<br />16-0' 18' -0' Drawing Item Number
<br />Gable e e
<br />10' 0" wide y
<br />A 6-0" Side Walls S3LU• 4
<br />r
<br />16198
<br />ALL WINDOWS ARE ENGINEERED TO BE
<br />INSTALLED BETWEEN 24" O.C. STUDS "ONLY"
<br />WHICH REQUIRES NO ADDITIONAL
<br />STRUCTURAL FRAMING
<br />NAIL SIDING WITH 2" NAILS EVERY 3" AROUND
<br />THE WINDOW CUT OUT
<br />WALL CONSTRUCTION NOTES:
<br />1, PLYWOOD PANELS SHALL BE INSTALLED
<br />W/ FACE GRAIN PARALLEL TO STUDS.
<br />2, ALL HORZ. JOINTS SHALL OCCUR OVER
<br />FRAMING. FLATWISE BLOCKING SHALL
<br />BE USED AT ALL HORZ. PANEL JOINTS.
<br />3, PANELS SHALL BE ATTACHED TO BOTTOM
<br />PLATES & TOP PLATES.
<br />LOWEST PLATE SHALL BE
<br />ATTACHED TO FOUNDATION (OR BOND
<br />BEAM) W/ NAILS OR CONNECTORS OF
<br />SUFFICIENT CAPACITY TO RESIST THE
<br />UPLIFT DEVELOPED IN THE PLYWOOD
<br />SHEATHED WALLS.
<br />4, WHERE WINDOWS & DOORS INTERUPT
<br />PLYWOOD SHEATHING, FRAMING ANCHORS
<br />OR CONNECTORS SHALL BE USED TO
<br />RESIST THE APPROPRIATE UPLIFT LOADS.
<br />120'
<br />B GABLE ELEVATION w/ TRIM OPTION #2
<br />1 SCALE: I . 1'0-
<br />
|