|
m
<br />m
<br />od
<br />0
<br />m
<br />O
<br />U
<br />�d
<br />2
<br />�1
<br />Z
<br />w
<br />w
<br />o_
<br />4
<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 Deck
<br />�- 24"
<br />2 x 4 SPF Gable Trim
<br />A EAVE ELEVATION w/ DOOR
<br />1 SCALE: 3/8" = 1'-0'
<br />1162°
<br />H EAVE ELEVATION w/o DOOR
<br />1 SCALE: 3/8' = V-0'
<br />1 x 3 Fascia Trim
<br />1 x 3 Vertical Door Trim
<br />3/8' No Groove
<br />�- Corner Trim
<br />1 x 3 Vertical Door Style
<br />T -Handle
<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 FOR WALLS AND FLOORS.
<br />NAIL WITH 8d RING SHANK OR 8d HOT DIPPED GALVANIZED NAILS, FASTENING
<br />IS IN CONFORMANCE WITH TABLE 2304.9.1 FASTENING SCHEDULE OF THE 2010
<br />FLORIDA BUILDING CODE
<br />5. FOR EDGE JOINTS BETWEEN UPPER AND LOWER ROOF PANELS THE
<br />FOLLOWING APPLIES:
<br />1) USE EDGE CLIPS IF LOWER PANEL IS OVER 16 INCHES WIDE
<br />2) USE BLOCKING IF LOWER PANEL IS LESS THAN 16 INCHES WIDE
<br />Max
<br />'tv
<br />OSB
<br />� 24"
<br />96"
<br />\
<br />/
<br />11.,
<br />2
<br />\TYp•
<br />ss"
<br />MY
<br />7J
<br />9 thick W.B.
<br />Floor Decking
<br />I
<br />I
<br />1
<br />I
<br />5/8" OSB Door Head r
<br />I
<br />16"
<br />5
<br />228
<br />I
<br />17.,
<br />8
<br />loll 1311 I
<br />4
<br />1162°
<br />H EAVE ELEVATION w/o DOOR
<br />1 SCALE: 3/8' = V-0'
<br />1 x 3 Fascia Trim
<br />1 x 3 Vertical Door Trim
<br />3/8' No Groove
<br />�- Corner Trim
<br />1 x 3 Vertical Door Style
<br />T -Handle
<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 FOR WALLS AND FLOORS.
<br />NAIL WITH 8d RING SHANK OR 8d HOT DIPPED GALVANIZED NAILS, FASTENING
<br />IS IN CONFORMANCE WITH TABLE 2304.9.1 FASTENING SCHEDULE OF THE 2010
<br />FLORIDA BUILDING CODE
<br />5. FOR EDGE JOINTS BETWEEN UPPER AND LOWER ROOF PANELS THE
<br />FOLLOWING APPLIES:
<br />1) USE EDGE CLIPS IF LOWER PANEL IS OVER 16 INCHES WIDE
<br />2) USE BLOCKING IF LOWER PANEL IS LESS THAN 16 INCHES WIDE
<br />Max
<br />'tv
<br />OSB
<br />v
<br />OSB
<br />16"
<br />\
<br />/
<br />11.,
<br />2
<br />\TYp•
<br />ss"
<br />MY
<br />7J
<br />9 thick W.B.
<br />Floor Decking
<br />I
<br />I
<br />1
<br />I
<br />5/8" OSB Door Head r
<br />I
<br />16"
<br />5
<br />228
<br />I
<br />42411
<br />Typ.
<br />1161"
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />1
<br />I
<br />I
<br />I
<br />240 c
<br />Tyr
<br />2' NAILS EVERY 3"
<br />2
<br />UPLIFT DEVELOPED IN THE PLYWOOD
<br />N
<br />6X8 10/10 WIRE 111
<br />96"
<br />21"
<br />I
<br />(
<br />I I
<br />6X8 10/10 WIRE MESH
<br />_
<br />USB
<br />1.
<br />162Yi
<br />802"
<br />2 x 4 P.T. BOND BOARD
<br />SAND OR GRAVEL
<br />SEE NOTE 4
<br />to
<br />I
<br />I
<br />o
<br />Q
<br />32"
<br />4' COMPACTED
<br />224"
<br />O
<br />2211
<br />I �SqE x COCCAL jRT►E ISS g
<br />I T AI LS��W EACf�IRAFTEMN I
<br />t 2 x 4 SPF Rafter
<br />I
<br />I
<br />SEE NOTE 4
<br />114 24'
<br />WITH 1Y 24' +!• OF CORNERS & 77 +!- OC MAX
<br />\
<br />suE ^ssEdward Holmes
<br />1000 TerneY Dr. �-1
<br />D
<br />OSB
<br />225"
<br />I
<br />I
<br />1
<br />7/16" OSB ROOF PA
<br />I
<br />L 1
<br />1
<br />Helix
<br />41Y
<br />2
<br />93'
<br />Treated Joists
<br />96
<br />16"
<br />To First
<br />Anchor Screwed
<br />Into Floor Joist
<br />1 x 3 Horizontal Door Rail
<br />3/8' thick No Groove
<br />-
<br />SmartSide
<br />TREATED
<br />2 x 4 x Floor Framing
<br />2 x 4 P.T. JOISTS @
<br />16' OC (TYP) ...
<br />SECURE JOIST TO
<br />SILL w/ (2) 16d
<br />RING SHANK NAILS
<br />@ EACH JOIST
<br />2 x 4 P,T, BOND
<br />BOARD (TYP) ...
<br />SECURE BOND @
<br />CORNERS w/ (3)
<br />16d RING SHANK
<br />NAILS
<br />OSB OR CDX
<br />TREATED PLYWOOD ...
<br />SECURE FLOOR
<br />DECKING TO FLOOR
<br />JOISTS w/ 8d RING
<br />SHANK NAILS @ 6' OC @
<br />EDGES & 12' OC @
<br />INTERMEDIATE
<br />SUPPORTS
<br />4 x 4 P.T.
<br />RUNNERS (TYP) ...
<br />TOE NAIL FLOOR
<br />JOIST TO RUNNER
<br />1 w/ (2) 16d RING
<br />SHANK NAILS @
<br />j EACH JOIST /
<br />RUNNER
<br />INTERSECTION
<br />SEE FLOOR
<br />FOOTING DEATIL
<br />9
<br />9-2'
<br />7 2' 712Y
<br />96"
<br />B RIGHT GABLE ELEVATION
<br />1 SCALE: 3/8' = V -(r
<br />V'J
<br />LEFT GABLE ELEVATION w/o DOOR
<br />SCALE: 3/8" = 11-0"
<br />MATERIAL NOTES:
<br />ALL LUMBER TO BE NUMBER 2 GRAQE 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 />2 x 4 SPF Gable Connector SECURE ROOF DECKING W/8d
<br />JRING SHANK NAILS
<br />L WOOD FLOOR FRAMING M ROOF FRAMING
<br />1 SCALE: 3/8" = 1'-0' SCALE: 3/8' = 1'-O"
<br />r
<br />c.
<br />Door panel
<br />& trim
<br />3/8" OSB or EZ PANEL Gusset
<br />GLUED & NAILED WITH
<br />(14) 4d 1-1/2" RING SHANK NAILS
<br />c RAFTER SECTION
<br />1 SCALE: 1' = 1'-0'
<br />0 Cro ;i
<br />Secure door hinge board from
<br />nside using (6) 1" c'sink screws.
<br />typical both sides of doors.
<br />Shed panel
<br />Mount door hinge board using
<br />(3) 3' c'sink screws into framing.
<br />Typical both sides of doors,
<br />o DOOR INSTALL
<br />1 SCALE: 3/8" = V-0'
<br />3/8" thick No Groove
<br />Gable Panel
<br />2 X 4 SPF Gable Trim
<br />2 x 4 SPF Gable Connector
<br />2 x 6 SPF Doubler
<br />/8" O Epoggr,, EZ PANEL Gusset
<br />4? 4d 1 1/2' RING SITH
<br />HANK NAILS
<br />�ide Wall Line
<br />2 x 4 SPF Top Plate
<br />ioof Line
<br />Simpson H2.5A Rafter to Stud w/
<br />(8) 8d 1-1/2' Galy. Joist Nails
<br />*** Gable Rafter ***
<br />Flush To Wall Siding
<br />32" -
<br />ANCHORS
<br />72" O.C.
<br />AS REQ'D
<br />"REFER TO FLOOR'
<br />DETAILS BELOW
<br />121" To Face Of Gable Trim
<br />118' To Face Of Gable Panels
<br />N
<br />228- TYp• -- H2.5A �`- 22841
<br />2x4SPF
<br />Collar
<br />211 re �.
<br />4
<br />24'
<br />NOTE:
<br />Rev.
<br />11Y r1
<br />G C,
<br />By
<br />Revision
<br />ss"
<br />MY
<br />7J
<br />9 thick W.B.
<br />Floor Decking
<br />I
<br />I
<br />1
<br />I
<br />5/8" OSB Door Head r
<br />I
<br />I
<br />j
<br />I
<br />5
<br />228
<br />I
<br />42411
<br />I
<br />1161"
<br />ce
<br />I
<br />I
<br />I
<br />I
<br />I
<br />1
<br />I
<br />I
<br />I
<br />240 c
<br />Tyr
<br />2' NAILS EVERY 3"
<br />2
<br />UPLIFT DEVELOPED IN THE PLYWOOD
<br />N
<br />6X8 10/10 WIRE 111
<br />NominalDesign Inc
<br />21"
<br />I
<br />(
<br />I I
<br />6X8 10/10 WIRE MESH
<br />_
<br />I
<br />(
<br />802"
<br />2 x 4 P.T. BOND BOARD
<br />SAND OR GRAVEL
<br />SEE NOTE 4
<br />to
<br />30' SINGLE HELD( ANCHOR
<br />Sheathing
<br />32"
<br />4' COMPACTED
<br />224"
<br />O
<br />I
<br />I
<br />1
<br />1
<br />I �SqE x COCCAL jRT►E ISS g
<br />I T AI LS��W EACf�IRAFTEMN I
<br />t 2 x 4 SPF Rafter
<br />I
<br />I
<br />SEE NOTE 4
<br />114 24'
<br />WITH 1Y 24' +!• OF CORNERS & 77 +!- OC MAX
<br />\
<br />suE ^ssEdward Holmes
<br />1000 TerneY Dr. �-1
<br />D
<br />OR AS REQUIRED BY LOCAL GOD E
<br />225"
<br />I
<br />I
<br />1
<br />7/16" OSB ROOF PA
<br />I
<br />L 1
<br />1
<br />1
<br />June 3, 2013
<br />I
<br />1
<br />Stud
<br />As Noted (734) 242.6900
<br />srEBT 1 Of 1
<br />NOTE:
<br />1 • THIS ROOF PLAN IS GOOD FOR THE 19 x 8'
<br />GABLE ONLY. ALL MATERIAL AND LABOR SHALL
<br />MEET OR EXCEED APPLICABLE LOCAL CODES.
<br />Wall Sheathing: 3/8" Siding Rated 2410
<br />41"
<br />96144'
<br />104'
<br />L WOOD FLOOR FRAMING M ROOF FRAMING
<br />1 SCALE: 3/8" = 1'-0' SCALE: 3/8' = 1'-O"
<br />r
<br />c.
<br />Door panel
<br />& trim
<br />3/8" OSB or EZ PANEL Gusset
<br />GLUED & NAILED WITH
<br />(14) 4d 1-1/2" RING SHANK NAILS
<br />c RAFTER SECTION
<br />1 SCALE: 1' = 1'-0'
<br />0 Cro ;i
<br />Secure door hinge board from
<br />nside using (6) 1" c'sink screws.
<br />typical both sides of doors.
<br />Shed panel
<br />Mount door hinge board using
<br />(3) 3' c'sink screws into framing.
<br />Typical both sides of doors,
<br />o DOOR INSTALL
<br />1 SCALE: 3/8" = V-0'
<br />3/8" thick No Groove
<br />Gable Panel
<br />2 X 4 SPF Gable Trim
<br />2 x 4 SPF Gable Connector
<br />2 x 6 SPF Doubler
<br />/8" O Epoggr,, EZ PANEL Gusset
<br />4? 4d 1 1/2' RING SITH
<br />HANK NAILS
<br />�ide Wall Line
<br />2 x 4 SPF Top Plate
<br />ioof Line
<br />Simpson H2.5A Rafter to Stud w/
<br />(8) 8d 1-1/2' Galy. Joist Nails
<br />*** Gable Rafter ***
<br />Flush To Wall Siding
<br />32" -
<br />ANCHORS
<br />72" O.C.
<br />AS REQ'D
<br />"REFER TO FLOOR'
<br />DETAILS BELOW
<br />121" To Face Of Gable Trim
<br />118' To Face Of Gable Panels
<br />N
<br />228- TYp• -- H2.5A �`- 22841
<br />2x4SPF
<br />Collar
<br />211 re �.
<br />4
<br />24'
<br />NOTE:
<br />Rev.
<br />11Y r1
<br />G C,
<br />By
<br />Revision
<br />ss"
<br />MY
<br />7J
<br />9 thick W.B.
<br />Floor Decking
<br />140
<br />72-21,68-
<br />Stud
<br />@ INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE)
<br />664"
<br />68'
<br />Stud
<br />0) rn
<br />42411
<br />1211
<br />2X4SPF STUD @24'0.0.
<br />ce
<br />& SHEAR CUPS NOT REQ.
<br />96" 214'
<br />4' CONCRETE
<br />3-
<br />2
<br />�u
<br />96"
<br />2' NAILS EVERY 3"
<br />2 x 4 P.T. JOISTS @ 18" O.C.
<br />UPLIFT DEVELOPED IN THE PLYWOOD
<br />N
<br />6X8 10/10 WIRE 111
<br />NominalDesign Inc
<br />FRAME, 1/7 FROM EDGE
<br />OR FIBERMESH
<br />t I
<br />N
<br />24" Typ.
<br />116-
<br />1
<br />24.
<br />***Gable RafterIi
<br />Flush To Wall Siding
<br />�L
<br />0t7
<br />0
<br />�m -
<br />w �
<br />ry
<br />rn
<br />a�
<br />ca »
<br />NOTE:
<br />End Of 2 x 6
<br />Doubler Should
<br />Be Flush With
<br />Outside Face
<br />Of The Siding
<br />1"
<br />Siding
<br />Overhang
<br />Typ,
<br />i SAVE SIDE FRAMING w/o DOOR
<br />1 SCALE: 3/8' = 1'-0'
<br />3/8' OSB or EZ PANEL Gusset
<br />GLUED & NAILED with
<br />(14) 4d 1-1/2" Ring Shank Nails
<br />2 x 4 Gable Connector
<br />* Used As A Nailing Surface
<br />1 x 4 Pine Collar Tie90 For Gable Panels
<br />A00
<br />n\' \ . 1 Layer 15# Felt
<br />' 6'
<br />A 7/16 OSB R f D k
<br />Z
<br />O
<br />cc
<br />LL
<br />/00
<br />24'
<br />NOTE:
<br />Rev.
<br />11Y r1
<br />G C,
<br />By
<br />Revision
<br />ss"
<br />MY
<br />7J
<br />9 thick W.B.
<br />Floor Decking
<br />140
<br />72-21,68-
<br />Stud
<br />@ INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE)
<br />72'
<br />Siding
<br />0) rn
<br />@ SIDE BY SIDE
<br />1211
<br />2X4SPF STUD @24'0.0.
<br />ce
<br />& SHEAR CUPS NOT REQ.
<br />96" 214'
<br />4' CONCRETE
<br />3-
<br />2
<br />�u
<br />96"
<br />2' NAILS EVERY 3"
<br />GABLE FRAMING
<br />1 SCALE: 3/8' = 1'-0"
<br />2 x 4 SPF Stud
<br />@ 24.O.C.
<br />3/8" SmartSide - No C
<br />Secured With 8(
<br />Ring Shank Nail:
<br />5/8" thick Floor Sheath
<br />2 x 4 SPF Bottom Plate I
<br />2 x 4 TREATED
<br />Floor Frame
<br />n GABLE SECTION
<br />1 SCALE: 1.1 /2' = 1'-0'
<br />5i8" OSS or COX TREATED PLYWOODO
<br />FLOOR DECK
<br />SECURE FLOOR DECKING
<br />TO FLOOR JOIST
<br />Iii RING SHANK NAILS
<br />@8"O.C.@EDGES &170. C. \
<br />@ INTERMEDIATE SUPPORTS
<br />2 x 4 P.T. JOIST @ 1 S' O.C.
<br />SECURE JOIST TO BOND BOARD -
<br />W/2 -18d RING SHANK NAILS
<br />@ EACH JOIST
<br />4 X 4 P.T. RUNNERS
<br />TOE NAIL FLOOR JOIST
<br />TO RUNNERS W/2 -12d RING -
<br />SHANK NAILS @ EACH JOIST/
<br />RUNNER INTERSECTION
<br />PRESSURE TREATED WOOD SHIMS 1
<br />FOR LEVELING WHEN NECESSARYY
<br />0o ec
<br />2 x 4 SPF Rafter
<br />1 x 3 Pine Fascia
<br />2 x 6 -1/2 SPF Doubler
<br />2 x 4 SPF Stud
<br />3/8' SmartSide
<br />No Groove ZO
<br />EE
<br />2 x 4 SPF Bottom Plate
<br />2 x 4 Treated Floor Framing
<br />NOTE:
<br />EZ PANEL USED FOR UPLIFT
<br />& SHEAR CUPS NOT REQ.
<br />EXCEPT @ OPENINGS
<br />31
<br />Simpson H2.5A Rafter to Stud w/
<br />(8) 8d 1-1/2" Galy. Joist Nails
<br />i SAVE SIDE FRAMING with DOOR
<br />1 SCALE: 31W = V-0"
<br />�- 1 x 4 Pine Collar Tie
<br />5/8" OSB Door Header
<br />2 x 6 SPF Doubler 2 x 4 SPF Top
<br />2x4SPF
<br />CRAFTER SECTION
<br />1 SCALE: 3/8' = 1'-0'
<br />121" To Face Of Gable Trim
<br />NOTE:
<br />Rev.
<br />118" To Face Of Gable Panels
<br />By
<br />Revision
<br />Y
<br />228° TYp 222;4"
<br />140
<br />Fir. Live Ld. / Wood (psi
<br />@ INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE)
<br />H2.5A 2 x 4 SPF
<br />NOTE:
<br />0) rn
<br />@ SIDE BY SIDE
<br />(!q,,,0,",_C011ar
<br />Tie
<br />2X4SPF STUD @24'0.0.
<br />ce
<br />& SHEAR CUPS NOT REQ.
<br />96" 214'
<br />4' CONCRETE
<br />L
<br />2' NAILS EVERY 3"
<br />2 x 4 P.T. JOISTS @ 18" O.C.
<br />UPLIFT DEVELOPED IN THE PLYWOOD
<br />N
<br />6X8 10/10 WIRE 111
<br />NominalDesign Inc
<br />FRAME, 1/7 FROM EDGE
<br />OR FIBERMESH
<br />42
<br />56"
<br />6X8 10/10 WIRE MESH
<br />_
<br />�
<br />* u
<br />29°
<br />802"
<br />2 x 4 P.T. BOND BOARD
<br />SAND OR GRAVEL
<br />SEE NOTE 4
<br />to
<br />30' SINGLE HELD( ANCHOR
<br />Sheathing
<br />32"
<br />4' COMPACTED
<br />224"
<br />L ,8348-
<br />.v KSTONMI -4
<br />BY T ENGWEER. ATLANTA, GA
<br />C
<br />Simpson LSTA9
<br />Stud to Top Plate with
<br />SEE NOTE 4
<br />114 24'
<br />WITH 1Y 24' +!• OF CORNERS & 77 +!- OC MAX
<br />\
<br />suE ^ssEdward Holmes
<br />1000 TerneY Dr. �-1
<br />D
<br />OR AS REQUIRED BY LOCAL GOD E
<br />68'
<br />(8) Bd GaN. 1.1/7 Joist Notes
<br />FLORIDA REG. # 355'59
<br />17"
<br />June 3, 2013
<br />Risk Category
<br />1
<br />Stud
<br />As Noted (734) 242.6900
<br />srEBT 1 Of 1
<br />Wall Sheathing: 3/8" Siding Rated 2410
<br />41"
<br />11�
<br />J
<br />GABLE
<br />Simpson SP4
<br />w/6 -ad 1-1/7 Galy. Joist Nails
<br />FLA
<br />Or Equiv. For Up To 735# Uplift
<br />1 1
<br />14" 182" 151
<br />48" 56" Door Opening 122"
<br />1"
<br />Siding
<br />Overhang
<br />1161
<br />Typ.
<br />i SAVE SIDE FRAMING with DOOR
<br />1 SCALE: 31W = V-0"
<br />�- 1 x 4 Pine Collar Tie
<br />5/8" OSB Door Header
<br />2 x 6 SPF Doubler 2 x 4 SPF Top
<br />2x4SPF
<br />CRAFTER SECTION
<br />1 SCALE: 3/8' = 1'-0'
<br />7X17X170RS'x/8'x4' /
<br />SOLID CONCRETE BLOCK =
<br />@ 72' 0.0. (TYP) @ EACH SKO
<br />NOTE:
<br />FOR EXTERIOR WALLS GREATER
<br />THAN B FLATWISE BLOCKING REQ'O @ PANEL
<br />JOINTS. SECURE BLOCKING ii 6d RING SHANK NAILS
<br />EACH END, PANEL JOINT IN CENTER 1/3 OF WALL
<br />ro
<br />WOOD FLUOR FOOTING DETAIL
<br />1 SCALE: 1" = l'-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 10' x & 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 />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 />117'
<br />Overall
<br />11 rz�"
<br />24' 2
<br />Typ
<br />14'- -182 15 �o2
<br />�1
<br />Opening �
<br />rd� STUD LOCATIONS
<br />1 SCALE: 3/8' = V -T
<br />"
<br />SHEATHING GRADE 3/8' EZ PANEL
<br />NOTE:
<br />Rev.
<br />NAILED W/8d RING SHANK NAILS @ 8" O.C. ON ALL SEAMS & TOP &
<br />By
<br />Revision
<br />BOTTOM EDGE (TOP & BOTTOM OF OPENINGS) & 17 O.C.
<br />140
<br />Fir. Live Ld. / Wood (psi
<br />@ INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE)
<br />TWO #4 BARS
<br />NOTE:
<br />(FOR SHEARWALL VALUE)
<br />@ SIDE BY SIDE
<br />EZ PANEL USED FOR UPLIFT
<br />2X4SPF STUD @24'0.0.
<br />Wind Exposure
<br />& SHEAR CUPS NOT REQ.
<br />2 X 4 SPF BOTTOM PLATE
<br />4' CONCRETE
<br />EXCEPT @ OPENINGS
<br />2' NAILS EVERY 3"
<br />2 x 4 P.T. JOISTS @ 18" O.C.
<br />UPLIFT DEVELOPED IN THE PLYWOOD
<br />ANGLED INTO FLOOR
<br />6X8 10/10 WIRE 111
<br />NominalDesign Inc
<br />FRAME, 1/7 FROM EDGE
<br />OR FIBERMESH
<br />42
<br />1/2' X 2-1 /7 LAG SCREW INTO FLOOR JOIST
<br />6X8 10/10 WIRE MESH
<br />_
<br />W/2"XTX1/8' FENDER WASHER
<br />4' COMPACTED
<br />8' Min.
<br />2 x 4 P.T. BOND BOARD
<br />SAND OR GRAVEL
<br />SEE NOTE 4
<br />to
<br />30' SINGLE HELD( ANCHOR
<br />Sheathing
<br />MODEL M7E30 AS MFO.
<br />4' COMPACTED
<br />1 O' x 8' COWES KENSINGTON
<br />L ,8348-
<br />.v KSTONMI -4
<br />BY T ENGWEER. ATLANTA, GA
<br />C
<br />omp. a Design
<br />pressure (psf)
<br />SEE NOTE 4
<br />114 24'
<br />WITH 1Y 24' +!• OF CORNERS & 77 +!- OC MAX
<br />\
<br />suE ^ssEdward Holmes
<br />1000 TerneY Dr. �-1
<br />D
<br />OR AS REQUIRED BY LOCAL GOD E
<br />(248) 620-4515 FAX
<br />30 DEGREES TO VERTICAL IN THIS PLANE (rrP)
<br />FLORIDA REG. # 355'59
<br />7X17X170RS'x/8'x4' /
<br />SOLID CONCRETE BLOCK =
<br />@ 72' 0.0. (TYP) @ EACH SKO
<br />NOTE:
<br />FOR EXTERIOR WALLS GREATER
<br />THAN B FLATWISE BLOCKING REQ'O @ PANEL
<br />JOINTS. SECURE BLOCKING ii 6d RING SHANK NAILS
<br />EACH END, PANEL JOINT IN CENTER 1/3 OF WALL
<br />ro
<br />WOOD FLUOR FOOTING DETAIL
<br />1 SCALE: 1" = l'-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 10' x & 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 />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 />117'
<br />Overall
<br />11 rz�"
<br />24' 2
<br />Typ
<br />14'- -182 15 �o2
<br />�1
<br />Opening �
<br />rd� STUD LOCATIONS
<br />1 SCALE: 3/8' = V -T
<br />"
<br />SHEATHING GRADE 3/8" EZ PANEL
<br />NOTE:
<br />Rev.
<br />NAILED W/8d RING SHANK NAILS @ e O.C. TOP & BOTTOM
<br />By
<br />Revision
<br />EDGE (TOP & BOTTOM OF OPENINGS) & 17 O.C.
<br />140
<br />Fir. Live Ld. / Wood (psi
<br />(5 INTERMEDIATE SUPPORTS,
<br />TWO #4 BARS
<br />NOTE:
<br />(FOR SHEARWALL VALUE)
<br />@ SIDE BY SIDE
<br />EZ PANEL USED FOR UPLIFT
<br />SECTION
<br />Wind Exposure
<br />& SHEAR CUPS NOT REQ.
<br />2 X 4 SPF STUD @ 24' O.C.
<br />6
<br />EXCEPT @ OPENINGS
<br />I Z WEDGE ANCHOR BOLT 72" O.C. 8-1 /7 LONG
<br />2 x 4 P.T. JOISTS @ 18" O.C.
<br />UPLIFT DEVELOPED IN THE PLYWOOD
<br />(...or other approved fastener...)
<br />SHEATHED WALLS,
<br />NominalDesign Inc
<br />2 X 4 SPF BOTTOM PLATE
<br />4' CONCRETE
<br />42
<br />2 X 4 P.T. SILL PLATE
<br />6X8 10/10 WIRE MESH
<br />_
<br />RESIST THE APPROPRIATE UPLIFT LOADS.Jr
<br />OR FIBERMESH
<br />7 RING SHANK NAILS EVERY 3"
<br />On Openings (psf)
<br />ANGLED INTO FLOOR
<br />Ro�7cha �IoWI Z, P.E.
<br />1 LENBL)RN9E LANE
<br />FRAME, 1/7 FROM EDGE
<br />4' COMPACTED
<br />1 O' x 8' COWES KENSINGTON
<br />L ,8348-
<br />.v KSTONMI -4
<br />SAND OR GRAVEL
<br />x.55
<br />omp. a Design
<br />pressure (psf)
<br />SEE NOTE 4
<br />- 8' Min. to Sheathing
<br />b, b\ p \
<br />\® /1 17 Minimlum
<br />TYPICAL MONOLITHIC SLAB - � •
<br />SECTION ALL AROUND
<br />SEE NOTE 1
<br />*** (1) Anchor Minimum On ***
<br />Each Side Of Door Opening
<br />MONOLITHIC CONCRETE SLAB DETA
<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 10' x & GABLE
<br />ANY DEVIATION AND MODIFICATION
<br />IS STRICTLY PROHIBITED.
<br />DESIGN CRITERIA: FBC 2010
<br />SHEATHING GRADE 3/8" EZ PANEL
<br />NOTE:
<br />Rev.
<br />Date
<br />By
<br />Revision
<br />Ultimate Design Inc
<br />Speed(mph)RAFTER
<br />140
<br />Fir. Live Ld. / Wood (psi
<br />36
<br />Roof Live Load (pi
<br />36
<br />A
<br />10/31/2012
<br />EH
<br />SECTION
<br />Wind Exposure
<br />B
<br />Fir. Dead Ld. / Wood (psf)
<br />6
<br />Roof Dead Load (psf)
<br />6
<br />A
<br />ANY DEVIATION AND MODIFICATION A
<br />UPLIFT DEVELOPED IN THE PLYWOOD
<br />(...or other approved fastener...)
<br />SHEATHED WALLS,
<br />NominalDesign Inc
<br />1 O$
<br />es)gn In ressure
<br />42
<br />Wall Dead Load (psf)
<br />3
<br />_
<br />RESIST THE APPROPRIATE UPLIFT LOADS.Jr
<br />f'¢y),�,)41I A
<br />Speed (mph)
<br />On Openings (psf)
<br />Ro�7cha �IoWI Z, P.E.
<br />1 LENBL)RN9E LANE
<br />TO WHOM IT ERN:
<br />THIS STRUCTUREUCTURE 13
<br />DESIGNED IN CONFORMANCE
<br />WITH SECTION OF THE
<br />BACKYARD
<br />1 O' x 8' COWES KENSINGTON
<br />L ,8348-
<br />.v KSTONMI -4
<br />Int. Pressure Coif,
<br />x.55
<br />omp. a Design
<br />pressure (psf)
<br />42
<br />MATERIALS:
<br />Roof Sheathing: 7116' Rated 24/0
<br />II= 6pggr..
<br />suE ^ssEdward Holmes
<br />1000 TerneY Dr. �-1
<br />D
<br />i �Yd,
<br />(248) 620-4515 FAX
<br />FLORIDA REG. # 355'59
<br />Monroe, MI 48162 Scott ere tfeid
<br />June 3, 2013
<br />Risk Category
<br />1
<br />skwB
<br />As Noted (734) 242.6900
<br />srEBT 1 Of 1
<br />Wall Sheathing: 3/8" Siding Rated 2410
<br />all
<br />=�-,-�---- Z--\
<br />- - \ 17 Minimium
<br />TYPICAL MONOLITHIC SLAB ()
<br />SECTION ALL AROUND
<br />SEE NOTE 1
<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 />SHEATHING GRADE 3/8" EZ PANEL
<br />NOTE:
<br />NAILED WrBd RING SHANK NAILS @ 8" O.C. TOP & BOTTOM
<br />EZ PANEL USED FOR UPUFT
<br />EDGE (TOP & BOTTOM OF OPENINGS) & 17 O.C.
<br />& SHEAR CLIPS NOT REG.
<br />@ iNTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE)
<br />EXCEPT @ OPENINGS
<br />2. UNLESS OTHERWISE SPECIFIED OR SURPERSEDED
<br />FRAMING. FLATWISE BLOCKING SHALL
<br />BE USED AT ALL HORZ. PANEL JOINTS.
<br />2 X 4 SPF STUD @ 24' O.C.
<br />2 X 4 SPF BOTTOM PLATE
<br />3. PANELS SHALL BE ATTACHED TO BOTTOM
<br />��- LAG SCREW
<br />3/4' THROUGH BOLT
<br />PLATES & TOP PLATES,
<br />SIMPSON #HD5B CONNECTOR
<br />5,W or 3;4' WEDGE ANCHOR BOLT 77 O.C. 8-112' LONG
<br />3. THIS MONOLITHIC SLAB IS DESIGNED FOR THE
<br />ATTACHED TO FOUNDATION (OR BOND
<br />BEAM) W/ RING SHANK NAILS OR CONNECTORS
<br />BACKYARD PRODUCTS, LLC 19 x B' GABLE.
<br />OF SUFFICIENT CAPACITY TO RESIST THE
<br />A
<br />ANY DEVIATION AND MODIFICATION A
<br />UPLIFT DEVELOPED IN THE PLYWOOD
<br />(...or other approved fastener...)
<br />=�-,-�---- Z--\
<br />- - \ 17 Minimium
<br />TYPICAL MONOLITHIC SLAB ()
<br />SECTION ALL AROUND
<br />SEE NOTE 1
<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 />SCALE: 1" = V -T
<br />CONSTRUCTION NOTES:
<br />WOOD FLOOR ON SLAB FOOTING NOTES:
<br />1. PLYWOOD PANELS SHALL BE INSTALLED
<br />1. ALL MATERIALS AND LABOR SHALL MEET OR
<br />W/ FACE GRAIN PARALLEL TO STUDS.
<br />EXCEED APPLICABLE LOCAL CODES.
<br />2. ALL HORZ, JOINTS SHALL OCCUR OVER
<br />2. UNLESS OTHERWISE SPECIFIED OR SURPERSEDED
<br />FRAMING. FLATWISE BLOCKING SHALL
<br />BE USED AT ALL HORZ. PANEL JOINTS.
<br />BY APPLICABLE LOCAL CODES, MATERIAL TO BE
<br />3000 PSI CONCRETE, A615 GRADE 60 REBAR, '
<br />3. PANELS SHALL BE ATTACHED TO BOTTOM
<br />A36 A.B., MIN, REBAR LAP = 201.
<br />PLATES & TOP PLATES,
<br />LOWEST PLATE SHALL BE
<br />3. THIS MONOLITHIC SLAB IS DESIGNED FOR THE
<br />ATTACHED TO FOUNDATION (OR BOND
<br />BEAM) W/ RING SHANK NAILS OR CONNECTORS
<br />BACKYARD PRODUCTS, LLC 19 x B' GABLE.
<br />OF SUFFICIENT CAPACITY TO RESIST THE
<br />A
<br />ANY DEVIATION AND MODIFICATION A
<br />UPLIFT DEVELOPED IN THE PLYWOOD
<br />STRICTLY PROHIBITED.
<br />SHEATHED WALLS,
<br />4. WHERE WINDOWS & DOORS INTERUPT
<br />PLYWOOD SHEATHING, FRAMING ANCHORS
<br />1`
<br />r. ' _l=`� _��';`; FRIAR �!
<br />OR CONNECTORS SHALL BE USED TO
<br />_
<br />RESIST THE APPROPRIATE UPLIFT LOADS.Jr
<br />f'¢y),�,)41I A
<br />Ro�7cha �IoWI Z, P.E.
<br />1 LENBL)RN9E LANE
<br />TO WHOM IT ERN:
<br />THIS STRUCTUREUCTURE 13
<br />DESIGNED IN CONFORMANCE
<br />WITH SECTION OF THE
<br />BACKYARD
<br />1 O' x 8' COWES KENSINGTON
<br />L ,8348-
<br />.v KSTONMI -4
<br />2010 FLORIDA BUILDING CODE
<br />PRODUCTS, LLC.
<br />GABLE STYLE SHED
<br />(248) 625-3362
<br />FOR WIND LOADS,
<br />II= 6pggr..
<br />suE ^ssEdward Holmes
<br />1000 TerneY Dr. �-1
<br />D
<br />i �Yd,
<br />(248) 620-4515 FAX
<br />FLORIDA REG. # 355'59
<br />Monroe, MI 48162 Scott ere tfeid
<br />June 3, 2013
<br />skwB
<br />As Noted (734) 242.6900
<br />srEBT 1 Of 1
<br />GABLE
<br />FLA
<br />
|