|
FIBERGLASS SHINGLES
<br />SECURE SHINGLES TO ROOF
<br />DECKING w/ (4) 1 -1/4" ROOFING NAILS
<br />* ** NOT INCLUDED WITH KIT * **
<br />114"
<br />OVERALL
<br />HEIGHT
<br />84
<br />SIDEWALL
<br />114"
<br />OVERALL
<br />HEIGHT
<br />84"
<br />SIDEWALL
<br />A
<br />A EAVE ELEVATION w/o DOOR
<br />1 SCALE: 3'8" = V -0'
<br />144"
<br />F EAVE ELEVATION with DOOR
<br />1 SCALE: 3'8' = 1'-0'
<br />- 7/16" OSB Roof f
<br />19132" x 3 Gable
<br />2x6SPF
<br />Overhang
<br />Metal Corner Trin
<br />4/4 x 3" Horizontal Do
<br />4'4 x 3" Vertical Door
<br />- Black T- Handle
<br />4/4 x 3" Vertical Doo
<br />- 3/8" thick 8" o.a Sn
<br />Treated
<br />Wood Floor
<br />OPTIONAL
<br />120"
<br />B GABLE ELEVATION with DOOR
<br />1 SCALE: 3 S' = 1'-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 F
<br />19/32" x 3 Gable
<br />- 2 x 6 SPF
<br />Overhang
<br />,--Metal Corner Trin
<br />4/4 x 3" Horizontal Do
<br />4/4 x 3" Vertical Door
<br />- Black T- Handle
<br />4/4 x 3" Vertical Doo
<br />3/8" thick 8" o.a Srr
<br />Treated
<br />Wood Floor
<br />OPTIONAL
<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 COMMON
<br />OR 8d HOT DIPPED GALVANIZED NAILS, FASTENING IS IN CONFORMANCE WITH
<br />TABLE 2304.9.1 FASTENING SCHEDULE OF THE 2007 FLORIDA BUILDING
<br />CODE AND 2009 FBC SUPPLEMENTS.
<br />16"
<br />48
<br />CIS B Ty
<br />Decking
<br />A
<br />96"
<br />OSB
<br />Decking
<br />16 Max.
<br />To First Helix
<br />Anchor Screwed
<br />Into Floor Joist
<br />2 x 4 P.T. JOISTS @
<br />16" OC (TYP) ...
<br />SECURE JOIST TO
<br />/ SILL w/ (2) 16d
<br />NAILS @ EACH
<br />JOIST
<br />2 x 4 P.T. BOND
<br />146 1 "
<br />BOARD (TYP) ...
<br />16
<br />Roof
<br />SECURE BOND @
<br />202' 24" - 16"
<br />CORNERS (3) 16d
<br />Line
<br />\\
<br />1 111
<br />Typ.
<br />@ EDGES & 1 2' O.C.
<br />"OPTIONAL" ROLL'- UP'DOOR FRAMING
<br />7
<br />I
<br />24
<br />8
<br />I
<br />EXCEPT @ OPENINGS
<br />2x4 SPF Rafter
<br />�
<br />EXCEED APPLICABLE LOCAL CODES.
<br />\
<br />PER MANUFACTURERS INSTRUCTION !
<br />/
<br />PINE FIR OR EQUIVALENT
<br />6 NAILS PER SHINGLE
<br />BY APPLICABLE LOCAL CODES, MATERIAL TO BE
<br />4. THIS FLOOR FRAMING PLAN IS FOR THE
<br />@'OP & 3070M
<br />0
<br />I
<br />2, H CLIPS ARE USED BETWEEN
<br />I
<br />2 x 4 SPF Top Plate
<br />1 1
<br />EVERY RAFTER BETWEEN THE UPPER
<br />i
<br />I
<br />I
<br />Typ
<br />-
<br />EZ PANEL USED FOR UPLIFT
<br />Int. Pressure Coe;f.
<br />38' OSB or EZ PANEL Gusset
<br />/ \
<br />I
<br />ANY DEVIATION AND MODIFICATION
<br />MATERIAL DISCREPANCY NOTIFY BACKYARD
<br />2 X 4 SPF BOTTOM PLATE 4' CONCRETE
<br />GLUED & NAILED WITH
<br />30
<br />(...or other approved fastener..,)
<br />1!2" WEDGE ANCHOR BOLT 30' 8.112' LONG
<br />l
<br />\
<br />1
<br />I
<br />(...Or Other approved tastere ner...)
<br />W'2 -16d NAILS @ EACH JOIST
<br />16 Max.
<br />To First Helix
<br />Anchor Screwed
<br />Into Floor Joist
<br />2 x 4 P.T. JOISTS @
<br />16" OC (TYP) ...
<br />SECURE JOIST TO
<br />/ SILL w/ (2) 16d
<br />NAILS @ EACH
<br />JOIST
<br />2 x 4 P.T. BOND
<br />146 1 "
<br />BOARD (TYP) ...
<br />16
<br />Roof
<br />SECURE BOND @
<br />202' 24" - 16"
<br />CORNERS (3) 16d
<br />Line
<br />NAILS
<br />I
<br />@ EDGES & 1 2' O.C.
<br />OSB OR CDX
<br />TREATED PLYWOOD ...
<br />SECURE FLOOR
<br />-711 \ / DECKING TO FLOOR
<br />JOISTS w/ 8d NAILS @
<br />-- - - - - -- 6 "OC @ EDGES &12"
<br />/ \ . OC @ INTERMEDIATE
<br />SUPPORTS
<br />\ 4 x 4 P.T. RUNNERS
<br />(TYP) ... TOE NAIL
<br />FLOOR JOIST TO
<br />RUNNER w/ (2) 16d
<br />NAILS @ EACH
<br />JOIST / RUNNER
<br />\ INTERSECTION
<br />4811 48 24
<br />OSB OSB ,� OSB
<br />Decking Decking Decking
<br />117" SEE FLOOR
<br />Treated Joists FOOTING DEATIL
<br />120"
<br />L WOOD FLOOR FRAMING
<br />SCALE: 318" = V -0'
<br />120"
<br />G GABLE ELEVATION w/o DOOR
<br />SCALE: 18" = V -0'
<br />/ 24
<br />3 8" CISB or EZ PANEL Gusset
<br />GLUED & NAILED WITH
<br />(14) 4d 1 -1 /2" NAILS
<br />a RAFTER SECTION
<br />1 SCALE: 1'= 1' -0'
<br />Door panel
<br />& trim
<br />2 x 4 Built Up Header
<br />2 x 4 "King' Stud
<br />2 x 4 "Jack' Stud
<br />MATERIAL NOTES:
<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 />SECURE ROOF DECKING W 6
<br />COMMON NAILS
<br />144"
<br />2 x 4 COLLAR TIE
<br />_ SECURE COLLAR TIES
<br />TO RAFTERS W 4-16d
<br />NAILS (2 NAILS EACH RAFTER)
<br />7/16' OSa ROOF PANEL
<br />NOTE:
<br />1. THIS ROOF PLAN IS GOOD FOR THE CLASSIC
<br />GABLE ONLY, ALL MATERIAL AND LABOR SHALL
<br />MEET OR EXCEED APPLICABLE LOCAL CODES.
<br />120"
<br />1204" Siding
<br />133 Roof Line
<br />M ROOF FRAMING
<br />1 SCALE: 3'8" = 1'-0'
<br />* ** Gable Rafter * **
<br />Flush To Wall Siding
<br />0 A
<br />Secure door hinge board from
<br />nside using (6) 1" c'sink screws,
<br />Fypical 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 />DOOR INSTALL
<br />SCALE: 3(8'= V -0'
<br />3 111
<br />2
<br />ANCHORS 30' O.C,
<br />AS REQ'D
<br />ANCHORS 72' O.C.
<br />2 0 6 4 11 782"
<br />SHEATHING GRADE 3.'8' EZ PANEL
<br />208"
<br />3
<br />4
<br />202' 24" - 16"
<br />64 122 "4 3 2"
<br />8
<br />64
<br />Door
<br />Opening
<br />I
<br />@ EDGES & 1 2' O.C.
<br />"OPTIONAL" ROLL'- UP'DOOR FRAMING
<br />7
<br />I
<br />24
<br />8
<br />I
<br />EXCEPT @ OPENINGS
<br />2x4 SPF Rafter
<br />�
<br />EXCEED APPLICABLE LOCAL CODES.
<br />I
<br />PER MANUFACTURERS INSTRUCTION !
<br />I
<br />I
<br />1 24"
<br />PINE FIR OR EQUIVALENT
<br />6 NAILS PER SHINGLE
<br />BY APPLICABLE LOCAL CODES, MATERIAL TO BE
<br />4. THIS FLOOR FRAMING PLAN IS FOR THE
<br />@'OP & 3070M
<br />0
<br />I
<br />2, H CLIPS ARE USED BETWEEN
<br />I
<br />2 x 4 SPF Top Plate
<br />1 1
<br />EVERY RAFTER BETWEEN THE UPPER
<br />i
<br />I
<br />I
<br />Typ
<br />-
<br />EZ PANEL USED FOR UPLIFT
<br />Int. Pressure Coe;f.
<br />38' OSB or EZ PANEL Gusset
<br />2 X 4 SPF STUD @ 24'0 C.
<br />I
<br />I
<br />ANY DEVIATION AND MODIFICATION
<br />MATERIAL DISCREPANCY NOTIFY BACKYARD
<br />2 X 4 SPF BOTTOM PLATE 4' CONCRETE
<br />GLUED & NAILED WITH
<br />30
<br />(...or other approved fastener..,)
<br />1!2" WEDGE ANCHOR BOLT 30' 8.112' LONG
<br />SECURE JOIST TO BOND BOAFRO
<br />Wall Sheathing: 3/8" Siding Rated 24,/0
<br />(14) 4d 1 -1 NAILS
<br />(...Or Other approved tastere ner...)
<br />W'2 -16d NAILS @ EACH JOIST
<br />I
<br />2' NAILS EVERY 3'
<br />ANGLED INTO FLOOR 6X8 10,10 WIRE MESH
<br />2x6
<br />lo
<br />FRAME, 1'2' FROM EDGE OR FIBERMESH
<br />2 X 4 SPF BOTTOM PLATE
<br />OVER
<br />2 x 4 COLLAR TIE
<br />_ SECURE COLLAR TIES
<br />TO RAFTERS W 4-16d
<br />NAILS (2 NAILS EACH RAFTER)
<br />7/16' OSa ROOF PANEL
<br />NOTE:
<br />1. THIS ROOF PLAN IS GOOD FOR THE CLASSIC
<br />GABLE ONLY, ALL MATERIAL AND LABOR SHALL
<br />MEET OR EXCEED APPLICABLE LOCAL CODES.
<br />120"
<br />1204" Siding
<br />133 Roof Line
<br />M ROOF FRAMING
<br />1 SCALE: 3'8" = 1'-0'
<br />* ** Gable Rafter * **
<br />Flush To Wall Siding
<br />0 A
<br />Secure door hinge board from
<br />nside using (6) 1" c'sink screws,
<br />Fypical 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 />DOOR INSTALL
<br />SCALE: 3(8'= V -0'
<br />3 111
<br />2
<br />ANCHORS 30' O.C,
<br />AS REQ'D
<br />ANCHORS 72' O.C.
<br />3/8" thick Gusset
<br />2x4 SPF Rafter
<br />3/8" thick No Groove
<br />Gable Panel
<br />* ** NOTE * **
<br />Flush Gable Panel
<br />To Top Of Rafter
<br />5/8" thick Gable Trim
<br />2 x 4 SPF Doubler
<br />2 x 4 SPF Top Plate
<br />2 x 4 SPF Stud
<br />@ 24" O.C.
<br />3/8" SmartSide - 8" o.c.
<br />Secured With 6d Nails
<br />5/8" thick Floor Sheathing
<br />Rafter * **
<br />/all Siding
<br />2 x 4 SPF Top Plate
<br />2 x 4 TREATED
<br />Floor Frame
<br />Iv GABLE SECTION
<br />1 SCALE: 1-1'2'= 1'-0'
<br />SCALE: 3;8' = V -0' SCALE: 3'8' = V -0"
<br />5!8' OSS or COX TREA'ED PLYWOOD
<br />FLOOR DECK
<br />SECURE FLOOR DECKING
<br />oo 11 2411 9611
<br />120 1
<br />GABLE FRAMING with DOOR
<br />SCALE: 3,'8' = V -0"
<br />3/8" OSB or EZ PANEL Gusset
<br />SLUED &NAILED with
<br />(14) 4d 1 -1/2" Nails
<br />x 4 Gable Connector
<br />1 -Layer 15# Felt
<br />7/15" CISB Roof Deck
<br />2x4 SPF Rafter
<br />2 x 4 SPF Top Plate
<br />& Doublers
<br />2x4 SPF Stud
<br />3/8" SmartSide - 8" c.c.
<br />x 4 SPF Bottom Plate
<br />4 Treated Floor Framing
<br />3/8" OSB or EZ PANEL Gusset
<br />GLUED & NAILED with
<br />(14) 4d 1.1 /2" Nails
<br />2 x 4 Gable Connector
<br />1 -Layer 15# Felt
<br />7/16" OSB Roof Deck
<br />2 x 4 SPF Rafter
<br />1,
<br />2
<br />)Ir
<br />2 x 4 SPF Top Plate
<br />& Doublers
<br />2 x 4 SPF Stud
<br />24"
<br />Typ.
<br />2 4 11
<br />Typ.
<br />-,�- 2411
<br />20-21 --
<br />Typ.
<br />3 2 "
<br />12"
<br />16"
<br />120
<br />4
<br />Overall
<br />120"
<br />Framing
<br />16"
<br />12
<br />20 1" _ f, 32 ..
<br />TUD LOCATIONS / DOOR ON GABLE
<br />SCALE: 18'= 1'-0'
<br />1444"
<br />Overall 144„
<br />24" Framing
<br />24" � Typ
<br />24"
<br />Typ.
<br />3/8' SmartSide - 8" o,c.
<br />2 x 4 SPF Bottom Plate 24
<br />x 4 Treated Floor Framing T
<br />2 0 6 4 11 782"
<br />SHEATHING GRADE 3.'8' EZ PANEL
<br />208"
<br />3
<br />4
<br />202' 24" - 16"
<br />64 122 "4 3 2"
<br />8
<br />64
<br />Door
<br />Opening
<br />144"
<br />@ EDGES & 1 2' O.C.
<br />"OPTIONAL" ROLL'- UP'DOOR FRAMING
<br />H EAVE SIDE
<br />FRAMING with DOOR
<br />3/8" thick Gusset
<br />2x4 SPF Rafter
<br />3/8" thick No Groove
<br />Gable Panel
<br />* ** NOTE * **
<br />Flush Gable Panel
<br />To Top Of Rafter
<br />5/8" thick Gable Trim
<br />2 x 4 SPF Doubler
<br />2 x 4 SPF Top Plate
<br />2 x 4 SPF Stud
<br />@ 24" O.C.
<br />3/8" SmartSide - 8" o.c.
<br />Secured With 6d Nails
<br />5/8" thick Floor Sheathing
<br />Rafter * **
<br />/all Siding
<br />2 x 4 SPF Top Plate
<br />2 x 4 TREATED
<br />Floor Frame
<br />Iv GABLE SECTION
<br />1 SCALE: 1-1'2'= 1'-0'
<br />SCALE: 3;8' = V -0' SCALE: 3'8' = V -0"
<br />5!8' OSS or COX TREA'ED PLYWOOD
<br />FLOOR DECK
<br />SECURE FLOOR DECKING
<br />oo 11 2411 9611
<br />120 1
<br />GABLE FRAMING with DOOR
<br />SCALE: 3,'8' = V -0"
<br />3/8" OSB or EZ PANEL Gusset
<br />SLUED &NAILED with
<br />(14) 4d 1 -1/2" Nails
<br />x 4 Gable Connector
<br />1 -Layer 15# Felt
<br />7/15" CISB Roof Deck
<br />2x4 SPF Rafter
<br />2 x 4 SPF Top Plate
<br />& Doublers
<br />2x4 SPF Stud
<br />3/8" SmartSide - 8" c.c.
<br />x 4 SPF Bottom Plate
<br />4 Treated Floor Framing
<br />3/8" OSB or EZ PANEL Gusset
<br />GLUED & NAILED with
<br />(14) 4d 1.1 /2" Nails
<br />2 x 4 Gable Connector
<br />1 -Layer 15# Felt
<br />7/16" OSB Roof Deck
<br />2 x 4 SPF Rafter
<br />1,
<br />2
<br />)Ir
<br />2 x 4 SPF Top Plate
<br />& Doublers
<br />2 x 4 SPF Stud
<br />24"
<br />Typ.
<br />2 4 11
<br />Typ.
<br />-,�- 2411
<br />20-21 --
<br />Typ.
<br />3 2 "
<br />12"
<br />16"
<br />120
<br />4
<br />Overall
<br />120"
<br />Framing
<br />16"
<br />12
<br />20 1" _ f, 32 ..
<br />TUD LOCATIONS / DOOR ON GABLE
<br />SCALE: 18'= 1'-0'
<br />1444"
<br />Overall 144„
<br />24" Framing
<br />24" � Typ
<br />24"
<br />Typ.
<br />3/8' SmartSide - 8" o,c.
<br />2 x 4 SPF Bottom Plate 24
<br />x 4 Treated Floor Framing T
<br />20
<br />4
<br />Iverall
<br />120"
<br />Framing
<br />32' 201 T 411 16" -�' 4 122'
<br />e
<br />yp•
<br />32'
<br />STUD LOCATIONS / DOOR ON EAVE
<br />TO FLOOR JOIST
<br />NOTE'
<br />SHEATHING GRADE 3.'8' EZ PANEL
<br />Rev.
<br />32"
<br />W Sd NAILS @ 6' 0 . 0
<br />EZ PANEL USED FOR UPLIFT
<br />NAILED Wi8d NAILS @ 6 O.C. ON ALL SEAMS & TOP &
<br />64
<br />Door
<br />Opening
<br />NAILED W'Bd NAILS @ 6' O.C. TOP & BOTTOM
<br />20
<br />4
<br />Iverall
<br />120"
<br />Framing
<br />32' 201 T 411 16" -�' 4 122'
<br />e
<br />yp•
<br />32'
<br />STUD LOCATIONS / DOOR ON EAVE
<br />TO FLOOR JOIST
<br />NOTE'
<br />SHEATHING GRADE 3.'8' EZ PANEL
<br />Rev.
<br />SHEATHING GRADE 18' EZ PANEL
<br />W Sd NAILS @ 6' 0 . 0
<br />EZ PANEL USED FOR UPLIFT
<br />NAILED Wi8d NAILS @ 6 O.C. ON ALL SEAMS & TOP &
<br />PLANS EXAMINER
<br />NAILED W'Bd NAILS @ 6' O.C. TOP & BOTTOM
<br />@ EDGES & 1 2' O.C.
<br />& SHEAR CLIPS NOT RED.
<br />BOTTOM EDGE (TOP & BOTTOM OF OPENINGS) & 12' O.C.
<br />2. ALL MATERIALS AND LABOR SHALL MEET OR
<br />EDGE (TOP & BOTTOM OF OPENINGS) & 1 2' 0.(.
<br />@ INTERMEDIATE SUPPORTS
<br />EXCEPT @ OPENINGS
<br />1. APPROVED SHINGLES INSTALLED
<br />EXCEED APPLICABLE LOCAL CODES.
<br />@ INTERMEDIATE SUPPORTS. (FOR SHEARWALL VALUE) TWO #4 BARS
<br />PER MANUFACTURERS INSTRUCTION !
<br />@ INTERMEDIATE SUPPORTS.
<br />PINE FIR OR EQUIVALENT
<br />6 NAILS PER SHINGLE
<br />BY APPLICABLE LOCAL CODES, MATERIAL TO BE
<br />4. THIS FLOOR FRAMING PLAN IS FOR THE
<br />@'OP & 3070M
<br />NOTE:
<br />BACKYARD PRODUCTS, LLC 10' WIDE GABLE
<br />2, H CLIPS ARE USED BETWEEN
<br />(FOR SHEARWALL VALUE)
<br />ANY DEVIATION OR MODIFICATION
<br />EVERY RAFTER BETWEEN THE UPPER
<br />IS STRICTLY PROHIBITED
<br />2 X 4 SPF STUD @ 24'0 C.
<br />EZ PANEL USED FOR UPLIFT
<br />Int. Pressure Coe;f.
<br />0.55
<br />2 X 4 SPF STUD @ 24'0 C.
<br />2 x 4 P.T. JOIST @ 16"0C.
<br />ANY DEVIATION AND MODIFICATION
<br />MATERIAL DISCREPANCY NOTIFY BACKYARD
<br />2 X 4 SPF BOTTOM PLATE 4' CONCRETE
<br />&SHEAR CLIPS NOT REQ,
<br />EXCEPT @ OPENINGS
<br />30
<br />(...or other approved fastener..,)
<br />1!2" WEDGE ANCHOR BOLT 30' 8.112' LONG
<br />SECURE JOIST TO BOND BOAFRO
<br />Wall Sheathing: 3/8" Siding Rated 24,/0
<br />(...Or Other approved tastere ner...)
<br />W'2 -16d NAILS @ EACH JOIST
<br />2' NAILS EVERY 3'
<br />ANGLED INTO FLOOR 6X8 10,10 WIRE MESH
<br />lo
<br />FRAME, 1'2' FROM EDGE OR FIBERMESH
<br />2 X 4 SPF BOTTOM PLATE
<br />1I2• X 2 -1'2' LAG SCREW INTO FLOOR JOIST
<br />z X 4 P.T. SILL PLATE
<br />Wi 2"X2"X1 a' FENDER WASHER 4' COMPACTED
<br />NAILS EVERY 3'
<br />4 X 4 P7, RUNNERS
<br />'In
<br />SAND 1 10 E 4 G RAVEL
<br />2 z 4 P.?. BOND BCAAD
<br />4L�:i
<br />ANGLE Y2'
<br />OO EDGE
<br />TOE NAIL FLOOR JOIST
<br />8' M.
<br />FRAME, FROM
<br />TO RUNNERS W�2 -12d
<br />to 30' SINGLE HELIX ANCHOR
<br />Sheathing
<br />NAILS @ EACH JOIST/
<br />RUNNER
<br />MODEL MTE -30 AS MFD,
<br />i -- -��
<br />8' Mir. t0 Sheathing
<br />INTERSECTION
<br />• -1
<br />' ' ''
<br />...:,.�•', p.( y'
<br />• ^
<br />BYTIEDOWN ENGINEER, ATLANTA, GA
<br />WITH IN 24 ' + /- OF CORNERS & 72" +/- DO MAX.
<br />- - - -= - - -- ---- - -��
<br />\
<br />OR AS REQUIRED BY -OCAL CODE
<br />30 DEGREES TO VERTICAL IN THIS PLANE (rYP)
<br />-
<br />PRESSURE TREATEDW000SSHIMS
<br />FOR LEVELING WHEN 1 4ECESSSARY
<br />-
<br />,•
<br />12' Mi l rimium
<br />�� 7� SHALL i 1 n T i 7
<br />�� -0�1� I1,�LL L��lr L� \� I `H ALL
<br />T`! PICAL MONOLITHIC SL AS
<br />r'
<br />2" X 12' X 12' (MINIMUM)
<br />SOLID CONIC. BLOCK
<br />_
<br />-
<br />:yLL
<br />ALL
<br />CODES. FLORIDA BLILDl \G
<br />AROUND
<br />s£croe vo
<br />@ 7r o.c. r P> EACH sKleD
<br />-
<br />PREVAILING
<br />�TION CODE : �ti'D
<br />AL ELECTRIC
<br />?
<br />1r -
<br />NOTE:
<br />(.,ODE, t , �i A (�
<br />`, ORDI:
<br />* ** Anchor Minimum On * **
<br />FOR EXTERIOR WALLS GREATER
<br />CITY OF ZEPIj 1'RHILLS \ry "
<br />(1)
<br />THAN & FLATWISE BLOCKING REO'D @ PANEL
<br />Each Side Of Door Opening
<br />JOINTS. SECURE BLOCKING W'2 -16d NAILS
<br />EACH END. PANEL JOINT IN CENTER './3 OF WALL
<br />V`VOOD FLOOR FOOTING
<br />DETAIL -
<br />_ MONOLITHIC CONCRETE SLAB DETAIL
<br />32 ..
<br />Side
<br />Wall
<br />Dbir
<br />114"
<br />3 1"
<br />2
<br />1 1.
<br />Siding
<br />Overhang
<br />lo 1444"
<br />248" 24" - 248'
<br />Simpson H2.5 Rafter to Stud w/
<br />\Dblr d 1-1/2" Galy. Joist Nails
<br />H2.5
<br />mN °. min
<br />N -
<br />2 x 4 SPF
<br />cc 3 _ Collar
<br />0 ne 48" Z 0 3-
<br />cz 1- 1.1
<br />L Dbir L S ide
<br />* ILL 584' T. 784" T.P. x u Wall
<br />7"
<br />32'
<br />67
<br />Header
<br />C si m LSt 9
<br />Stud to Top Pla�with
<br />(8) 8d Galy. 1 -1 !2' Joist Notes
<br />y Back wall 78
<br />Framing
<br />' t
<br />SI� pson SP4
<br />w/ 6-81 1 1112' Gem Joist Nails
<br />_L____ -Qr E9UJ Up To7o5#Uglift L__
<br />i
<br />1 SCALE: I'= 1'-0'
<br />.R E- V! y y` DA L;-
<br />1
<br />Rev.
<br />WOOD FLOOR FOOTING NOTES:
<br />CITY OF 1 EPHYRHILLS
<br />MONOLITHIC SLAB FOOTING NOTES:
<br />1. WHEN MONOLITHIC SLAB IS USED, THIS
<br />PLANS EXAMINER
<br />1. WHEN FLOOR FRAMING IS USED. THIS
<br />FLOOR FRAMING IS NOT REQUIRED
<br />- - -- `
<br />MONOLITHIC SLAB IS NOT REQUIRED
<br />2. ALL MATERIALS AND LABOR SHALL MEET OR
<br />ROOFING NOTES:
<br />2, ALL MATERIALS AND LABOR SHALL MEET OR
<br />EXCEED APPLICABLE LOCAL CODES.
<br />1. APPROVED SHINGLES INSTALLED
<br />EXCEED APPLICABLE LOCAL CODES.
<br />3. ALL LUMBER TO BE N0, 2 GRADE SPRUCE
<br />PER MANUFACTURERS INSTRUCTION !
<br />3. UNLESS OTHERWISE SPECIFIED OR SURPERSEDED
<br />PINE FIR OR EQUIVALENT
<br />6 NAILS PER SHINGLE
<br />BY APPLICABLE LOCAL CODES, MATERIAL TO BE
<br />4. THIS FLOOR FRAMING PLAN IS FOR THE
<br />3000 PSI CONCRETE, A615 GRADE 60 REBAR,
<br />BACKYARD PRODUCTS, LLC 10' WIDE GABLE
<br />2, H CLIPS ARE USED BETWEEN
<br />A36 A.B., MIN. REBAR LAP = 20 ".
<br />ANY DEVIATION OR MODIFICATION
<br />EVERY RAFTER BETWEEN THE UPPER
<br />IS STRICTLY PROHIBITED
<br />AND LOWER ROOF PANELS.
<br />4. THIS MONOLITHIC SLAB IS DESIGNED FOR THE
<br />Int. Pressure Coe;f.
<br />0.55
<br />BACKYARD PRODUCTS, LLC 10' WIDE GABLE
<br />5. IN THE EVENT OF A DIMENSIONAL OR
<br />ANY DEVIATION AND MODIFICATION
<br />MATERIAL DISCREPANCY NOTIFY BACKYARD
<br />Roof Sheathing: 7/16" Rated 24,
<br />IS STRICTLY PROHIBITED,
<br />PRODUCTS, LLC.
<br />DESIGN CRITERIA: FBC 2007 & 2009 Supplement
<br />SCALE: 3/8' = 1'-0'
<br />Rev.
<br />Date
<br />By
<br />Wind Speed (mp)h)
<br />1 30
<br />Fir. Live Ld. /Wood (psf)
<br />36
<br />Roof Live Load (psf)
<br />36
<br />#
<br />#
<br />#
<br />#
<br />Exposure
<br />B
<br />Fir. Dead Ld, / Wood (psf)
<br />6
<br />Roof Dead Load (psf)
<br />6
<br />2 X 4 SPF BOTTOM PLATE
<br />4'CONCRETE
<br />Wind Imp. Factorr
<br />0. 77
<br />eslgn rn ressure
<br />On Openings (psf)
<br />30
<br />Wall Dead Load (W
<br />3
<br />3;4'THROUGH BOLT
<br />4' COMPACTED
<br />Int. Pressure Coe;f.
<br />0.55
<br />MATERIALS:
<br />SEE NOTE 4
<br />Roof Sheathing: 7/16" Rated 24,
<br />omp. Clad. Design
<br />ressure 6)sf)
<br />30
<br />(...or other approved fastener..,)
<br />Wall Sheathing: 3/8" Siding Rated 24,/0
<br />C.
<br />SPF
<br />1ANG
<br />1444"
<br />24 - 24" - ,k-- PAR
<br />* ** Gable Rafter'
<br />Flush To Wall Sidi
<br />Revision
<br />1 2 2011
<br />--1-
<br />p�\ 6, ^�\
<br />12' Minirrlurr
<br />rrwcAL MoNOUrHIC SLAB p ,
<br />SECTION ALL AROUND
<br />SEE NOTE 1
<br />2'
<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: I'= 1'-0' SCALE: 1' = V -0"
<br />CONSTRUCTION NOTES: WOOD FLOOR ON SLAB FOOTING NOTES:
<br />1. PLYWOOD PANELS SHALL BE INSTALLED 1. ALL MATERIALS AND LABOR SHALL MEET OR
<br />W/ FACE GRAIN PARALLEL TO STUDS, EXCEED APPLICABLE LOCAL CODES.
<br />2. ALL HORZ, JOINTS SHALL OCCUR OVER 2. UNLESS OTHERWISE SPECIFIED OR SURPERSEDED
<br />FRAMING. FLATWISE BLOCKING SHALL BY APPLICABLE LOCAL CODES, MATERIAL TO BE
<br />BE USED AT ALL HORZ. PANEL JOINTS, 3000 PSI CONCRETE, A615 GRADE 60 REBAR,
<br />3. PANELS SHALT_ BE ATTACHED TO BOTTOM A36 A.B., MIN, REBAR LAP = 20 ".
<br />PLATES & TOP PLATES.
<br />LOWEST PLATE SHALL BE 3. THIS MONOLITHIC SLAB IS DESIGNED FOR THE
<br />ATTACHED TO FOUNDATION (OR BOND BACKYARD PRODUCTS, LLC 10' WIDE GABLE.
<br />BEAM) W/ NAILS OR CONNECTORS OF ANY DEVIATION AND MODIFICATION
<br />SUFFICIENT CAPACITY TO RESIST THE IS STRICTLY PROHIBITED,
<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 />TO WHOM IT MY CONCERN: 1 0 -0 WIDE CLASSIC
<br />Richard KozlowiCZ, P.E. THIS STRUCTURE Is
<br />7162 GLENBURNIE LANE DESIGNED I CONFORMANCE �������®
<br />FLORIDA
<br />UPPLEME RKSTON,MI - 48346- 0 SECTION 1609 OF CODE GABLE STYLE -
<br />0� RIO 11LD1NG CODE
<br />(248) 2 6 NTS FOR PRODUCTS, LLC.
<br />L , (248) - 515 F WIND ADS. NY DEVIATION HANDY, �. , ,(� ryp ;SCAa nOOPess o`^'oay Ken Sutter '
<br />F OM T SE FL.YVS (I�Xg1 {' - ._ -,_, I:!➢U 1000 . M, Dr,
<br />t ORIDA EG. 31659 REQU ES PROVAL OF THE P FSSS "' Monroe. M148162 e� s av Jan. 18, 2010
<br />ENGINEER. As No ted (734) 242.6900 SHEET 1 Of 1
<br />Depth Dim, "A" 12' - 0 " Base 16' -0"
<br />Gable Style CLASSIC GABLE
<br />10' -0" wide by:
<br />(T -0' Side Walls ONLYI FLA
<br />Q GABLE FRAM_ ING with DOOR
<br />1 SCALE: 318' = V -0'
<br />L A - L
<br />c EAVE SIDE FRAMING w/o DOOR
<br />SCALE: 3/8' = 1'-0'
<br />A
<br />SCALE: 3/8' = 1'-0'
<br />SHEATHING GRADE 318' EZ PANEL
<br />NOTE:
<br />NAILED W 8 NAILS -@ 6' O.C, TOP & BOTTOM
<br />EZ PANEL USED FOR UPLIFT
<br />EDGE ;TOP & BOTTOM OF OPENINGS) & 12' C.C.
<br />TWO #4 BARS '> TCP & BOTTOM
<br />& SHEAR CUPS NOT RED.
<br />@INTERMEDIATE SUPPORTS. ( =OR SHEARWALL VALUE)
<br />EXCEPT @ OPENINGS
<br />z 4 P.T. JOISTS @'. 8' O.C.
<br />2 X 4 SPF STUD @ 24' C.C.
<br />2 X 4 SPF BOTTOM PLATE
<br />4'CONCRETE
<br />6X6 10,10 WIRE MESH
<br />OR FIBERMESH
<br />LAG SCREW
<br />3;4'THROUGH BOLT
<br />4' COMPACTED
<br />SIMPSON #r105A CONNECTOR
<br />SAND OR GRAVEL
<br />SEE NOTE 4
<br />58' or 3,4' WEDGE ANCHOR BOLT 7 2' C.C. 8 -1.'2' LONG
<br />I
<br />(...or other approved fastener..,)
<br />Q GABLE FRAM_ ING with DOOR
<br />1 SCALE: 318' = V -0'
<br />L A - L
<br />c EAVE SIDE FRAMING w/o DOOR
<br />SCALE: 3/8' = 1'-0'
<br />A
<br />
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