|
1
<br />Hel
<br />Scrl
<br />Fl(
<br />1378" _ _ _ _- - _ -- --
<br />OVERALL - - -- - - -_ - - --
<br />HEIGHT = __ --- � --- _____
<br />I
<br />,III
<br />it
<br />84
<br />SIDE
<br />WALL
<br />A
<br />A EAVE ELEVATION w/o DOOR
<br />1 SCALE: 318' = V 0'
<br />ROOFING NOTES:
<br />1. APPROVED SHINGLES INSTALLED
<br />PER MANUFACTURERS INSTRUCTION /
<br />4 NAILS PER SHINGLE
<br />2. H CLIPS ARE USED BETWEEN
<br />EVERY RAFTER BETWEEN THE UPPER
<br />AND LOWER ROOF PANELS.
<br />12,
<br />Typ•
<br />I_ WOOD FLOOR FRAMING
<br />1 SCALE: 3,8' = V -0'
<br />FIBERGLASS SHINGLES
<br />SECURE SHINGLES TO ROOF
<br />DECKING w/ (4) 1 -1/4" ROOFING NAILS
<br />* ** NOT INCLUDED WITH KIT * **
<br />7/16" OSB Roof Panels
<br />19/32" x 3 Gable Trim
<br />Corner Trim
<br />4/4 x 3" Horizontal Door RJ
<br />4/4 x 3" Vertical Door Style
<br />Black T- Handle
<br />4/4 x 3' Vertical Door Trir
<br />31/81 thick 8' D.C. SmartS
<br />8' x 16" Wall Vent
<br />Treated
<br />Wood Floor
<br />OPTIONAL
<br />2 x 4 P.T. BOND
<br />BOARD (TYP) ...
<br />SECURE BOND @
<br />CORNERS w/ (3) 16d
<br />RING SHANK NAILS
<br />OSS OR COX
<br />TREATED PLYWOOD ...
<br />SECUREFLOOR
<br />DECKING TO FLOOR
<br />JOISTS w/ 8d RING
<br />SHANK NAILS @ 6' OC
<br />@ EDGES & 12" OC @
<br />INTERMEDIATE
<br />SUPPORTS
<br />2 x 4 P.T. JOISTS @
<br />16" OC (TYP) ...
<br />SECURE JOIST TO
<br />SILL w/ (2) 16d RING
<br />SHANK NAILS @
<br />EACH JOIST
<br />4 x 4 P.T. RUNNERS
<br />(TYP) ... TOE NAIL
<br />FLOOR JOIST TO
<br />RUNNER w/ (2) 16d
<br />RING SHANK NAILS
<br />@ EACH JOIST /
<br />RUNNER
<br />INTERSECTION
<br />SEE FLOOR
<br />FOOTING DEATIL
<br />GENERAL NOTES:
<br />1. THESE STRUCTURAL DRAWINGS SHALL BE USED FOR THE CONSTRUCTION OF THE
<br />SHOWN STORAGE BUILDING. IN THE EVENT OF DIMENSIONAL DISCREPANY,
<br />NOTIFY THE ENGINEER FOR RESOLUTION OF CONFLICT. ANY DEVIATION FROM
<br />THESE DRAWINGS MUST BE APPROVED BY THE ENGINEER
<br />2. FOOTING DESIGN BASED ON AN ALLOWABLE BEARING PRESSURE OF 2500 P.S.F.
<br />3. THESE BARNS ARE TO BE USED AS STORAGE ONLY AND NOT FOR HABITATION
<br />4. NAILING PATTERN FOR WALL, FLOOR AND ROOF SHEATHING TO BE 6" O.C. AT
<br />EDGES AND 12" O.C. ON ALL INTERMEDIATE SEAMS. NAIL WITH 8d RING SHANK NAILS
<br />FASTENING IS IN CONFORMANCE WITH TABLE 2304.9.1 FASTENING SCHEDULE OF
<br />THE 2010 FLORIDA BUILDING CODE.
<br />14611"
<br />16
<br />Roof
<br />Line
<br />144"
<br />144"
<br />B GABLE ELEVATION with DOOR
<br />1 SCALE: 318' = V -0'
<br />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/ RING SHANK 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 />2 x 4 Built Up Header
<br />2 x 4 "King" Stud
<br />2 x 4 "Jack' Stud
<br />SECURE ROOF DECKING W /8d
<br />RING SHANK NAILS
<br />" 8
<br />2 x 4 SPF Rafter I 1
<br />iAssembly i
<br />.. 0
<br />2 x 4 SPF Top late 24
<br />I " o
<br />3/8" OSB or EZ PANEL Gu4et I
<br />GLUED & NAI Ld5 WITH, ,
<br />(14) 4d 1.1,/2" RING JHANKC AILS I
<br />r 11
<br />2 x 4 COLLAR TIE I
<br />SECURE COLLAR TIQTER)
<br />O RAFTERS W/4 -16d RINHANK
<br />NAILS (2 NAILS EACH
<br />7/16" OSB ROOF
<br />NOTE:
<br />1, THIS ROOF PLAN IS GOOD FOR THE 12 WIDE
<br />GAMBREL ONLY. ALL MATERIAL AND LABOR SHALL
<br />MEET OR EXCEED APPLICABLE LOCAL CODES,
<br />144"
<br />1444" Siding
<br />14616" Roof Line
<br />M ROOF FRAMING
<br />1 SCALE: 3,'8' = V -0'
<br />MATERIAL NOTES:
<br />c.
<br />3/8" thick Gusset
<br />2 x 4 SPF Rafter
<br />Assembly
<br />3/8" thick No Groov
<br />Gable Panel
<br />5/8" thick Gable Tril
<br />2 x 4 SPF DoublE
<br />2x4 SPF Top F
<br />2 x 4 SPF Sti.
<br />@ 24" O.C.
<br />3/8" SmartSide -
<br />Secured With
<br />Ring Shank Ni
<br />5/8" thick Floor She
<br />* ** Rafter Assembly * ** lo 1442' * ** Rafter Assembly * **
<br />Flush To Wall Siding 4 Flush To Wall Siding
<br />248" 24" - - 248„
<br />Simpson H2.5A Rafter to Stud w/
<br />328" 784, 328"
<br />144" or
<br />"OPTIONAL" ROLL -UP DOOR- FRAMING
<br />SCALE: 18' =_ 1'-T �
<br />�jNJI<UV,�< _-
<br />1�0
<br />31/ ^')
<br />3�"
<br />2
<br />rc� EAVE SIDE FRAMING w/o DOOR
<br />SCALE: 31/8' = V -0'
<br />1
<br />(1XVjO0) ._!R'iJ:,' "1 _I "i� -AJr�F 3 O
<br />IJ.`r1Q "11/:71 f'QL2 U 1J S C J 0 -41 11 1d
<br />77rI111 °11.� "I i'�C!J "I]'6a.4 IIV
<br />2 x 4 Framing
<br />Secure door hinge board from
<br />inside using (6) 1" c'sink screws.
<br />Door panel Typical both sides of doors.
<br />& trim �- Shed panel
<br />Mount door hinge board using
<br />(3) 3' c'sink screws into framing.
<br />Typical both sides of doors.
<br />DOOR INSTALL
<br />1 SCALE: 3!8' = 1'-0'
<br />24"
<br />3/8" OSB or EZ PANEL Gusset
<br />GLUED & NAILED WITH
<br />(14) 4d 1 -1/2" RING SHANK NAILS
<br />Q RAFTER SECTION
<br />1 SCALE: 1' = 1'-0'
<br />5/8'OSB or DX TREATED PLYWOOD
<br />442,
<br />Dblr
<br />r 9"
<br />Rafter * **
<br />FLOOR DECK
<br />/all Siding SECURE FLOOR DECKING
<br />V 2
<br />24-31
<br />TO FLOOR JOIST
<br />NOTE:
<br />NAILED W /Bd RING SHANK NAILS @ T O.C.
<br />W18d RING SHANK NAILS
<br />ON ALL SEAMS & TOP & BOTTOM EDGE.
<br />@ 8' O.C. @ EDGES &,21 O.C.
<br />EZ PANEL USED FOR UPUFT
<br />& SHEAR CUPS NOT REO.
<br />68"
<br />Jack
<br />Stud
<br />(TOP & BOTTOM OF OPENINGS)
<br />@ INTERMEDIATE SUPPORTS
<br />EXCEPT @OPENINGS
<br />& 12' O.C. @ INTERMEDIATE SUPPORTS.
<br />(FOR SHEARWALL VALUE)
<br />TWO 4 BARS
<br />24" 16"
<br />64" 7o,
<br />@ OP &801TOM
<br />40"
<br />2 x 4 COLLAR TIE I
<br />SECURE COLLAR TIQTER)
<br />O RAFTERS W/4 -16d RINHANK
<br />NAILS (2 NAILS EACH
<br />7/16" OSB ROOF
<br />NOTE:
<br />1, THIS ROOF PLAN IS GOOD FOR THE 12 WIDE
<br />GAMBREL ONLY. ALL MATERIAL AND LABOR SHALL
<br />MEET OR EXCEED APPLICABLE LOCAL CODES,
<br />144"
<br />1444" Siding
<br />14616" Roof Line
<br />M ROOF FRAMING
<br />1 SCALE: 3,'8' = V -0'
<br />MATERIAL NOTES:
<br />c.
<br />3/8" thick Gusset
<br />2 x 4 SPF Rafter
<br />Assembly
<br />3/8" thick No Groov
<br />Gable Panel
<br />5/8" thick Gable Tril
<br />2 x 4 SPF DoublE
<br />2x4 SPF Top F
<br />2 x 4 SPF Sti.
<br />@ 24" O.C.
<br />3/8" SmartSide -
<br />Secured With
<br />Ring Shank Ni
<br />5/8" thick Floor She
<br />* ** Rafter Assembly * ** lo 1442' * ** Rafter Assembly * **
<br />Flush To Wall Siding 4 Flush To Wall Siding
<br />248" 24" - - 248„
<br />Simpson H2.5A Rafter to Stud w/
<br />328" 784, 328"
<br />144" or
<br />"OPTIONAL" ROLL -UP DOOR- FRAMING
<br />SCALE: 18' =_ 1'-T �
<br />�jNJI<UV,�< _-
<br />1�0
<br />31/ ^')
<br />3�"
<br />2
<br />rc� EAVE SIDE FRAMING w/o DOOR
<br />SCALE: 31/8' = V -0'
<br />1
<br />(1XVjO0) ._!R'iJ:,' "1 _I "i� -AJr�F 3 O
<br />IJ.`r1Q "11/:71 f'QL2 U 1J S C J 0 -41 11 1d
<br />77rI111 °11.� "I i'�C!J "I]'6a.4 IIV
<br />2 x 4 Framing
<br />Secure door hinge board from
<br />inside using (6) 1" c'sink screws.
<br />Door panel Typical both sides of doors.
<br />& trim �- Shed panel
<br />Mount door hinge board using
<br />(3) 3' c'sink screws into framing.
<br />Typical both sides of doors.
<br />DOOR INSTALL
<br />1 SCALE: 3!8' = 1'-0'
<br />24"
<br />3/8" OSB or EZ PANEL Gusset
<br />GLUED & NAILED WITH
<br />(14) 4d 1 -1/2" RING SHANK NAILS
<br />Q RAFTER SECTION
<br />1 SCALE: 1' = 1'-0'
<br />5/8'OSB or DX TREATED PLYWOOD
<br />442,
<br />Dblr
<br />r 9"
<br />Rafter * **
<br />FLOOR DECK
<br />/all Siding SECURE FLOOR DECKING
<br />SHEATHING GRADE 3,8" EZ PANEL
<br />TO FLOOR JOIST
<br />NOTE:
<br />NAILED W /Bd RING SHANK NAILS @ T O.C.
<br />W18d RING SHANK NAILS
<br />ON ALL SEAMS & TOP & BOTTOM EDGE.
<br />@ 8' O.C. @ EDGES &,21 O.C.
<br />EZ PANEL USED FOR UPUFT
<br />& SHEAR CUPS NOT REO.
<br />68"
<br />Jack
<br />Stud
<br />(TOP & BOTTOM OF OPENINGS)
<br />@ INTERMEDIATE SUPPORTS
<br />EXCEPT @OPENINGS
<br />& 12' O.C. @ INTERMEDIATE SUPPORTS.
<br />(FOR SHEARWALL VALUE)
<br />TWO 4 BARS
<br />24" 16"
<br />64" 7o,
<br />@ OP &801TOM
<br />40"
<br />40"
<br />2 X 4 SPF STUD @ 24" O.C.
<br />2 x 4 P.T. JOIST @ 16' O.C.
<br />2 X 4 SPF BOTTOM PLATE
<br />4' CONCRETE
<br />SECURE JOIST -0 BOND BOARD
<br />W2-16d RING SHANK NAILS
<br />2' PING SHANK NAILS EVERY 3'
<br />ANGLED INTO FLOOR
<br />6X6 10/10 WIRE MESI
<br />@ EACH JOIST
<br />FRAME, 1/7 FROM EDGE
<br />OR FIBERMESH
<br />l;2" X 2.1/2' LAG SCREW INTO FLOOR
<br />JOIST w/ 2X21X1 /8' FENDER WASHER
<br />4' COMPACTED
<br />4 X 4 P.T, RUNNERS
<br />2 x 4 P.T. BOND BOARD
<br />SAND OR GRAVEL
<br />SEE 4
<br />TOE NAIL FLOOR JOIST
<br />8' Mln.
<br />,NOTE
<br />TO RUNNERS W2 -12d
<br />to
<br />30 SINGLE HELIX ANCHOR
<br />' SINGLE
<br />LE
<br />RING SHANK NAILS @ EACH
<br />Sheathin g
<br />MODEL MTE-30 AS MFD.
<br />JOIST I RUNNER INTERSECTION
<br />BY TIEDOWN ENGINEER. ATLANTA, GA
<br />WITH IN 24' +(- OF CORNERS & 77 +/- OC MAX
<br />OR AS REQUIRED BY LOCAL CODE
<br />- --
<br />30 DEGREES TO VERTICAL IN THIS PLANE (TYR)
<br />2 x 4 SPF Top Plate
<br />Ile
<br />2 x 4 TREATED
<br />Floor Frame
<br />N GABLE SECTION
<br />1 SCALE: 1 -1'7 = 1'-0'
<br />- ALL LUMBER TO BE NUMBER 2 GRADE SPRUCE PINE FIR OR EQUIVALENT.
<br />- ALL PLYWOOD SHALL CONFORM TO THE LATEST EDITION OF
<br />APA SPECIFICATIONS.
<br />- ALL CONNECTORS /FASTENERS AND ITS SPACING SHALL MEET
<br />THE APPLICABLE CODES.
<br />- ALL MATERIALS AND LABOR PER APPLICABLE LOCAL CODES
<br />- 7/16" O.S.B. DECKING: ORIENTED STAND BOARD AS MANUFACTURED
<br />BY LOUISIANA- PACIFIC COMPANY, PORTLAND, OR.- RATED 24/0
<br />- 3/8" EZ PANEL SMART SIDING: SMART SIDING AS MANUFACTURED
<br />BY LOUISIANA - PACIFIC COMPANY, PORTLAND, OR.... RATED 24/0
<br />PRESSURE TREATED WOOD SHIMS
<br />FOR LEVELING WHEN NECESSARY
<br />7X 12'X 17 OR 8'x 16'x4' --
<br />SOLID CONCRETE BLOCK
<br />@ 72' O.C. (TYP) @ EACH SKID
<br />NOTE:
<br />FOR EXTERIOR WALLS GREATER
<br />THAN B' FtATWISE BLOCKING REQ'D @ PANEL
<br />JOINTS- SECURE BLOCKING Wr2 -16d RING SHANK NAILS
<br />EACH END. PANEL JOINT IN CENTER 1,1 OF WALL
<br />WOOD FLOOR FOOTING DETAIL
<br />1 SCALE: 1" = V -0'
<br />WOOD FLOOR FOOTING NOTES:
<br />1, WHEN MONOLITHIC SLAB IS USED, THIS
<br />FLOOR FRAMING IS NOT REQUIRED
<br />2. ALL MATERIALS AND LABOR SHALL MEET OR
<br />EXCEED APPLICABLE LOCAL CODES,
<br />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 12 WIDE GAMBREL
<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 />1338"
<br />32
<br />ANCHORS
<br />72" O.C.
<br />AS REGO
<br />IEFER TO FLOOR'
<br />DETAILS BELOW
<br />NOTE:
<br />E2 PANEL USED FOR UPUFT
<br />& SHEAR CUPS NOT RED.
<br />EXCEPT @ OPENINGS
<br />31"
<br />2
<br />Side -
<br />Wall
<br />Dblr
<br />318' OSB or EZ PANEL Gusset
<br />GLUED & NAILED with
<br />(14) 4d 1-1/2" Ring Shank Nails
<br />32 2 x 4 Gable Connector
<br />* Used As A Nailing Surface
<br />31„
<br />2
<br />922,
<br />442,
<br />Dblr
<br />r 9"
<br />Dblr
<br />48" T.11.
<br />96"
<br />T. P.
<br />68"
<br />Jack
<br />Stud
<br />67"
<br />\_ Header
<br />Simpson LS7A9
<br />Stud to Top Plate with
<br />(8) 8d Galy. 1 -1 /2" Joist Notes
<br />i
<br />Simpson SP4
<br />w; Bd 1.112' GaN Joist Nails
<br />Or Equiv. For Up To 735# Uplift
<br />24" 16"
<br />64" 7o,
<br />1611 24"
<br />40"
<br />40"
<br />144"
<br />GABLE FRAMING with DOOR
<br />SCALE: 31/8' = 1' -0'
<br />A L
<br />202" _'�_ Typ -lc --
<br />31 „ '1
<br />2
<br />SHEATHING GRADE 3;8" EZ PANEL
<br />NAILED W /8d RING SHANK NAILS @ 6" O.0
<br />ON ALL SEAMS & TOP & BOTTOM EDGE.
<br />(TOP & BOTTOM OF OPENINGS)
<br />& 12' O.C. @ INTERMEDIATE SUPPORTS,
<br />(FOR SHEARWALL VALUE)
<br />2 X4 SPF S'UC @24'O.C,
<br />1-+2' WEDGE ANCHOR BOLT
<br />72' O.C. 8.112' LONG
<br />(...or other approved fasterer -)
<br />2 X 4 SPF BOTTOM PLATE
<br />2 X 4 P.T. SILL PLATE
<br />2' RING SHANK NAILS EVERY 3'
<br />ANGLED INTO FLOOR
<br />FRAME, , 7 FROM EDGE
<br />_ - __ ____ -_- \____Q_ 8- Min. to Sheathing
<br />\� 1>0 S 12' Minimlum
<br />1b,�_a
<br />TYPICAL MONOLITHIC SLAB D
<br />SECTION ALL AROUND
<br />SEE NOTE 1
<br />17
<br />* ** (1) Anchor Minimum On * **
<br />Each Side Of Door Opening
<br />MONOLITHIC CONCRETE SLAB DETAIL
<br />MONOLITHIC SLAB FOOTING NOTES:
<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 12 WIDE GAMBREL
<br />ANY DEVIATION AND MODIFICATION
<br />IS STRICTLY PROHIBITED.
<br />SCALE: 1' = 1'-0'
<br />For Gable Panels
<br />t -Layer 15# Felt
<br />7/16" OSB Roof Deck
<br />2 x 4 SPF Rafter
<br />Assembly
<br />2 x 4 SPF Top Plate
<br />& Doublers
<br />2 x 4 SPF Stud
<br />3/8" SmartSide - 8' o.c.
<br />2 x 4 SPF Bottom Plate
<br />2 x 4 Treated Floor Framing
<br />1444"
<br />Overall
<br />144"
<br />raming
<br />J� „
<br />3
<br />1,, J� 1
<br />20-
<br />'I 2 '1 2
<br />STUD LOCATIONS / DOOR ON GABLE
<br />SCALE: 31/8" = 1'-0'
<br />SHEATHING GRADE 3,8' EZ PANEL
<br />`JAILED WiSo RING SHAN'4 NAILS @ 6' C.C. TOP
<br />NOTE: & BOTTOM EDGE TOP & BOTTOM OF OPENINGS
<br />EZ PANEL USED FOR UPLIFT & 12' O.C. @ INTERMEDIATE SUPPORTS.
<br />& SHEAR CLIPS NOT PEG (FOR SHEARWAL_ VALUE)
<br />TWO #4 BARS TOP & BOTTOM EXCEPT @ OPENINGS
<br />2x4PT. JOISTS @16'0.0. 2 X 4 SPF STUD @24'O.C.
<br />2 X 4 SPF BOTTOM PLATE
<br />4' CONCRETE
<br />6X6 1000 WIRE MESH
<br />OR FIBERMESH LAG SCREW
<br />3;OTHROUGH BOLT
<br />a' COMPACTED SIMPSON #11)58 CONNECTOR
<br />SAND OR GRAVEL 518 'or 3;4' WEDGE ANCHOR BOLT
<br />SEE NO -E 4 I 77 O.C. 8-1 2' LONG
<br />(...or other approved !asterer...)
<br />- - - - -- -- L----- - - - -Q-
<br />D
<br />\�\ 1> �i 12' Minimlum
<br />TYPICAL MONOLITHIC SLAB D
<br />SEC -ION ALL AROUND
<br />SEE NOTE 1 Ire 12' -- '
<br />* ** (1) Anchor Minimum On * **
<br />Each Side Of Door Opening
<br />On Gable Side of Building
<br />WOOD FLOOR ON CONCRETE SLAB DETAIL
<br />�� SCALE: 1' = 1'-0'
<br />X111. G
<br />WOOD�FLOQR §6��CQoTI
<br />11 ��'�r U1v� All n t ('
<br />1. ALL MATE1i1 �FitE€T �( S
<br />,�r4 kq r '
<br />EXCEED A�Li
<br />7 �: I i�E, �g�1111��5�
<br />2. UNLESS &tH R�gtS ECGIFIED OR SURPERSEDED
<br />BY APPLICA@A :i AL 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 F
<br />BACKYARD PRODUCTS, LLC 1 Wj0EdXMB L
<br />ANY DEVIATION AND MODIFICATIO
<br />IS STRICTLY PROHIBITED, (�� ER
<br />- - - - -- -- L----- - - - -Q-
<br />D
<br />\�\ 1> �i 12' Minimlum
<br />TYPICAL MONOLITHIC SLAB D
<br />SEC -ION ALL AROUND
<br />SEE NOTE 1 Ire 12' -- '
<br />* ** (1) Anchor Minimum On * **
<br />Each Side Of Door Opening
<br />On Gable Side of Building
<br />WOOD FLOOR ON CONCRETE SLAB DETAIL
<br />�� SCALE: 1' = 1'-0'
<br />X111. G
<br />WOOD�FLOQR §6��CQoTI
<br />11 ��'�r U1v� All n t ('
<br />1. ALL MATE1i1 �FitE€T �( S
<br />,�r4 kq r '
<br />EXCEED A�Li
<br />7 �: I i�E, �g�1111��5�
<br />2. UNLESS &tH R�gtS ECGIFIED OR SURPERSEDED
<br />BY APPLICA@A :i AL 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 F
<br />BACKYARD PRODUCTS, LLC 1 Wj0EdXMB L
<br />ANY DEVIATION AND MODIFICATIO
<br />IS STRICTLY PROHIBITED, (�� ER
<br />
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