984 Sailfish Dr 2015 Plans Shed 11 14410 2"
Overall 144"
Simpson H2.5A Rafter to Stud w/ 2411Framing
(10)8d 1-1/2"Galy.Joist Nails 24"
A TYp•
FIBERGLASS SHINGLES *** *** 3/8"OSB or EZ PANEL Gusset
SECURE SHINGLES TO ROOF Gable Rafte 3 3.. "
DECKING w/(4)1-1/4"ROOFING NAILS Flush To Wall Si ding 248' 24" 242 (14)4d 1E--1/2"Ring Shank Nails 24 24" 2411
***NOT INCLUDED WITH KIT*** ***Gable Rafter***
YP• TYp•
Flush To Wall Siding * 2 x 4 Gable Connectors
Used As A Nailing Surface
- _--- - ----_--_-I For Gable Panels
__ _ 7/16"OSB Roof Panels $2' 12 H2.5A 32 1-Layer 15#Felt 16"
- -= -=
_- - -- -- -. - 5 2x4SPF
-. -- -_---- Collar 11 1„ 7/16"OSB Roof Deck
-_- _--_-� ______ 19/32"x 3 Gable Trim Tie 32 1 2
3-
- - --_ --_-- 92-" 44_n L. 2 x 4 SPF Rafter 1444„
-- 2 x 6 SPF Side 2
-- --- - - Wall Dblr Dblr O4e4a Overall
Overall
% I-- __ -_ _ ,- - 1 Overhang 72 I Dblr 48 2 x 4 SPF Top Plate
u n
114" 96"T.P. &Doublers
OVERALL Metal Corner Trim % T.P.
„
HEIGHT 21 9" 67„ Door Opening 144" Framing
4/4 x 3"Horizontal Door Rail
Header N Framing g
11" 114 Simpson LsrAs 2 x 4 SPF Stud 1 N
4/4 x 3"Vertical Door Style 1„ 2 Stud to Top Plate with 1
eG} (B)Bd Galy.1-1/2"Joist Notes
1,.
SIDE Black T-Handle 7 2" 68" 32
WALL 4/4 x 3"Vertical Door Trim 726 j Jack - 32"
Stud 3/8"SmartSide-8"D.C. „
3/8"thick 8"o.c.SmartSide 16
„
in
24 201„ 31,. 641
1
2 Typ. 2 2
Door
Treated 3 „ 1 24 Opening
Wood Floor 8 A 2sw/6-8d Sim 2'Galv.Joist Na is 2 x 4 Treated d Floor Framing T pson SP4 2 x 4 SPF Bottom Plate 4 3-" T 4
OPTIONAL Or Equiv.For Up To 735#Uplift g yP 2 yp.
'j
ANCHO SI I I M j
72"O. 1 24 16 16 2424"
313„ 313„ AS RE 'D „ „ 202 Typ. q 202„ 3f' 32' 202 Typ. 416
1,
4 4 DETAILS LOWREFER T OR" 40" 64" 40"
A 144" q 32„ 31 n
Ir 144"
A EAVE ELEVATION w/o DOOR ABLE ELEVATION with DOOR � EAVE SIDE FRAMING w/o DOOR D GABLE FRAMING with DOOR � STUD LOCATIONS / DOOR ON GABLE � STUD LOCATIONS / DOOR ON EAVE
1 SCALE:3/8"=V-0" 1 SCALE:3/8"=V-0" 1 SCALE:3/8"=1'-0" 1 SCALE:3/8"=1'-0" 1 SCALE:3/8"=1'-0" 1 SCALE:3/8°=1'-0"
10 FIBERGLASS SHINGLES 1444" 3/S"GLUED OSB r&NAILED wEZ PANEL ith
SECURE SHINGLES TO ROOF 243„ 24" 243" j1 4)4d 1-1/2"Ring Shank Nails
DECKING w/(4)1-1/4"ROOFING NAILS 8 8
***NOT INCLUDED WITH KIT*** Simpson H2.5A Rafter to Stud w/ �( 2 x 4 Gable Connector • •
* (10)8d 1-1/2"Galy.Joist Nails * 48„ \ *Used
For Gable Kling Surface • • 6„
- - - - - -
-- _ _ = -- - - _-= 7/16"OSB Roof Panels 12 a'ran iu in 1-Layer 15#Felt
- 2x4SPF - „
- - __ - _ -_ --.- ® a) 96 Collar m 3 3�1„ - - 7/16"OSB Roof Deck 24
_ _ _ _
19/32"x 3 Gable Trim - 5 2 48 n o 2 1 3/8"OSB or EZ PANEL Gusset
_ ns f- co F- 2 18-" 2 x 4 SPF Rafter
LED WITH
--- -= _ --- -- - -- -- 2 x 6 SPF 3 i *7 j 1�� Dblr 3� Dblr j Side 922" 8 442 (14)4dL 1E1D/2"RINIG SHANK NAILS
- -- -- - -- -- - - 814 LL 584 T.P. 7a4 T.P. ,� Wall Dblr Dblr
--------- -- ---- - ------ Overhang
L61
114" 72" 7 48 96 &Doublers w RAFTER SECTION
Metal Corner Trim „ 2 x 4 SPF Top Plate
OVERALL - r------- -------
HEIGHT I 32„ II 67„ II T.P. T.P.
1 SCALE:1°=1'-0"
4/4 x 3"Horizontal Door Rail I I
2 x 4 Built Up Header I I II I Header 11
21" 4/4 x 3"Vertical Door Style St dl to Top Plate v"'th
a4" I Simpson LST I 1 2 x 4 SPF Stud
(8)8d GaIv.1-1/2"Joist Notes Stud o T- PI with
' I (8)Bd GaN.1-72"J flit Notes 1
SIDE Black T-Handle 2 x 4"King"Stud 7 WT
75 I I 2
761t'i Foram n9 I 7BAT S d „ 2 x 4 Framing
WALL " 2 f 24 Secure door hinge board from
72 4/4 x 3' Vertical Door Tnm I I gg
2 x 4"Jack"Stud I 24 inside usin 6 1°c'sink screws.
ORIGINAL DOOR OPENING I TYp• 3/8' SmartSide-8"O.C. g( )
3/8"thick 8"D.C.SmartSide I ---USE SIDING CUT-OFF AS* I I Doorpanel Typical both sides of doors.
„.. >
- HEADER FILLER MATERIAL _-
-y_
I ._. -� I I I I I 'j f a,......,_z_ �..-.�_ .__ _ -.�. - - - ��_: &trim Shedpanel3„
( II II II
8 Treated I I I II II II
1., I Simpson SP4 1 I
Wood Floor I w/6-8d 1.1/7 Galy.Joist Nails s+ peon SP4 2 x 4 SPF Bottom Plate
Or ) w/6-Bdt /2"Galv.JolstNails Mount door hinge board using
OPTIONAL I I _L__-or Ec�uN �r u�TQ7�#U�at1J_ 2 x 4 Treated Floor Framing (3)3"c'sink screws into framing.
Typical both sides of doors.
314" 314" 2° 2' 2° 2' P DOOR INSTALL
3- 20- 24 16 64 12- 3- 48 96 r�
- 144" 325. 784" 328" 144" 144" 1 SCALE:3/8"=1'-0"
10 144"
F EAVE ELEVATION with DOOR n GABLE ELEVATION w/o DOOR u "OPTIONAL" ROLL-UP DOOR FRAMING � EAVE SIDE FRAMING with DOOR n GABLE FRAMING w/o DOOR
1 SCALE:3/8"=1'-0" 1 SCALE:3/9'=V-W 1 SCALE:3/8"=V-0" 1 SCALE:3/8"= 1'-0" 1 SCALE:3/8'=V-0"
GENERAL NOTES: I��'� ' -
1. THESE STRUCTURAL DRAWINGS SHALL BE USED FOR THE CONSTRUCTION OF THE
SHOWN STORAGE BUILDING.IN THE EVENT OF DIMENSIONAL DISCREPANY,NOTIFY
THE ENGINEER FOR RESOLUTION OF CONFLICT.ANY DEVIATION FROM THESEIL
I
DRAWINGS MUST BE APPROVED BY THE ENGINEER
2. FOOTING DESIGN BASED ON AN ALLOWABLE BEARING PRESSURE OF 2500 P.S.F. MATERIAL NOTES: 5/6 OR DEC or oxrREATEDPLYWooD
FLOOR DECK i
ALL LUMBER TO BE NUMBER 2 GRADE SPRUCE PINE IR OR EQUIVALENT. SECURE FLOOR DECKING/ '
3. THESE BARNS ARE TO BE USED AS STORAGE ONLY AND NOT FOR HABITATION TO FLOOR JOIST I NOTE: SHEATHING GRADE 3/8"EZ PANEL SHEATHING GRADE 3/8"EZ ANEL
-ALL PLYWOOD SHALL CONFORM TO THE LATEST EDITION OF W/8d RING SHANK NAILS EZ PANEL USED FOR UPLIFT NAILED W/8d RING SHANK NAILS @ W O.C.ON ALL SEAMS&TOP& + NAILED W/Bd RING SHAN NAILS @ 6`O.C.TOP&BOTTOM
OA 4. NAILING PATTERN FOR WALL,FLOOR AND ROOF SHEATHING TO BE 6°O.C.AT APA SPECIFICATIONS. @ 6"O.C.@ EDGES&12�D.C. &SHEAR CLIPS NOT REQ. BOTTOM EDGE(TOP&BOTTOM OF OPENINGS)&12"O.C. 1 EDGE(TOP&BOTTO F OPENINGS)&12.O.C. SHEAT G GRADE 3/8"EZ PANEL
EXCEPT @ OPENINGS `,@ NOTE:
EDGES AND 12"O.C.ON ALL INTERMEDIATE SEAMS FOR WALLS AND FLOORS. @ INTERMEDIATE suPP RTS @ INTERMEDIATE SUPPORTS.(FOR SHFARWALL VALUE) TWO#4 BARS INTERMEDIATE S PORTS. TWO#4 BARS NAI W/8d RING SHANK NAILS @ 6 O.C.TOP&BOTTOM
NAIL WITH 8d RING SHANK OR 8d HOT DIPPED GALVANIZED NAILS.FASTENING ALL CONNECTORS/FASTENERS AND ITS SPACINGS L MEET SIDE BY SIDE NOTE:
(FOR SHEARWALL ALUE) @ SIDE BY SIDE EZ PAN USED FOR UPUFr ED (TOP&BOTTOM OF OPENINGS)&12.O.C.
2 X 4 SPF STUD @ 24"O.C. F1 PANEL USED FOR UPLIFT - &SHEA CLIPS NOT REQ.
THE APPLICABLE CODES. &SHEAR CUPS NOT REQ. 2 X 4 SPF STU 24"O.C. INTERMEDIATE SUPPORTS.(FOR SHEARWALLVALUE)
2 x 4 P.T.JOIST @ 16"0. . 2 X 4 SPF BOTTOM PLATE 4'CONCRETE EXCEPT OPENINGS
IS IN CONFORMANCE WITH TABLE 2304.9.1 FASTENING SCHEDULE OF THE 2010 ALL MATERIALS AND LABOR PER APPLICABLE LOCAL 'ODES i EXCEPT@OPENINGS 1/2'WEDGE NCHOReOLT 7astene...) LONG 2x4 P.T.JOISTS@18.O.C. 2 X 4 SPF STUD @2a"o.C.
FLORIDA BUILDING CODE 3/8"thick Gusset SECURE RING
ND"BOARD 2"NAILS EVERY 3" (... other approved fastener...)
7/16"O.S.B.DECKING:ORIENTED STAND BOARD AS MANUFACTURED W12-16d RING SHANK NA S 6X810/10 WIRE MESH 2 X 4 SPF BOTTOM PLATE
ANGLED INTO FLOOR OR FIBERMESH 2 X 4 F BOTTOM PLATE
5. FOR EDGE JOINTS BETWEEN UPPER AND LOWER ROOF PANELS THE Q EACH JOIST 1 a'110 WIRE
M
FRAME,1/2"FROM EDGE
BY LOUISIANA-PACIFIC COMPANY,PORTLAND,OR._RATED 24/0 '2X P.T.SILLPLATE BXB R FIBWIREMESH
FOLLOWING APPLIES: 1/z"X 2-1/2"LAG SCREW INTO FLOOR JOIST 1 OR FIBERMESH LAG SCREW
1)USE EDGE CLIPS IF LOWER PANEL IS OVER 16 INCHES WIDE 3/8"EZ PANEL SMART SIDING:SMART SIDING AS MANUFACTURED W/2"X2"x1/e"FENDER WASHER 4"COMPACTED g RING SHANK NAILS EVERY 3' 3/4"THROUGH BOLT
4 X 4 P.T.RUNNERS 2 x 4 P.T.BOND BOARD SAND OR SEE NOTGRAVEL X ANGLED INTO FLOOR
2) USE BLOCKING IF LOWER PANEL IS LESS THAN 16 INCHES WIDE BY LOUISIANA-PACIFIC COMPANY,PORTLAND,OR...RATED 24/0 TOE NAIL FLOOR JOIST a"Min. FRAME,112 FROM EDGE aN O R GRAD SIMPSON#HD5BCONNECTOR
SAND OR GRAVEL
TO RUNNERS W/2-12d RIG o 30"SINGLE HELIX ANCHOR SEE NOTE 4 5/8"or 3/4'WEDGE ANCHOR BOLT 72"O.C.8-1/2"LONG -
Sheathing approved fastener...)
SHANK NAILS @ EACH JOIST/ MODEL MTE-30 AS MFD. ,�8'Min.to Sheathing �.:
2 x 4 SPF Rafter RUNNER INTERSECTION BY TIEDOWN ENGINEER.ATLANTA,GA. --- --- 8---- - (...or other
SECURE ROOF DECKING W/8d ,,:v•.r •_a: WITHIN 24"+/-OF CORNERS&7T+/-OC MAX.
RING SHANK NAILS :.';•..' b, ��
•• OR AS REQUIRED BY LOCAL CODE \ ' --- - --- --\
2 x 4 P.T.JOISTS @ thick NO GfOOVe - 30 DEGREESTO VERTICALINTHIS PLANE(TYP) \\ \ 11p-
3/8" p� \
16"OC(TYP)... PRESSURE TREATED WQOD SHIMS
SECURE JOIST TO Gable Panel \ \ o
FOR LEVELING WHEN CESSARY - •''
1„ V 011
SILL w!(2)i6d RING I ***NOTE*** -
16° 12 SHANK NAILS @ 'I I I I Flush Gable Panel
3, _ TYPICAL MONOLITHIC SLAB -
7Typ. EACH JOIST I I I 24 To To Of Rafter 2'X 12"X 12"OR 8"x 16'K 4" _ SECTION ALLAROUND
\ / \ / \ / I S P SOLID CONCRETE BLOC{( _ -"
i 2 x 4 SPF Rafter i I / '" r \\ // 12"Minimium
4a° I 6w �t]
@ 72"O.C.(TYP)@FAC SKID SEE NOTE 1 TYPICAL MONOLITHIC SLAB
1 6" 2 x 4 P.T.BOND I NOTE: r� F� SEE NOTE 1
12" �' SECTION ALL AROUND
OSB T BOARD TYP ... Il 1 I ***
Y Yp• i� ( ) FOR EXTERIOR WALLS GREATER OAnchor inimum On
5 8 thick Gable Trim 1 ' FIL *** 1 1 ***
Deckle ( I / Each Side oor Opening O Anchor Minimum n
0 U g SECURE BOND @ I I I I 24"o.c. ** Gable Rafte *** THAN 8'URE BLOC BLOCKING RERIN @PANEL p g ach Side Of Door 0 e 'n
/ \ \ / / \ CORNERS w/(3)16d I x 4 SPF T p Plate JOINTS.SECURE BLOCKING W/2-16d RING SHANK NAILS P 9
m \ / I RING SHANK NAILS I l I I 1 TYp• lush To Wall Sid g EACH END.PANEL JOINT IN CENTER 1/J OF WALL On Gable Side of Buildin
14616'
I/ I %
Roof �, 2x4 SPF Doubler R WOOD FLOOR FOOTING DETAIL s MONOLITHIC ONCRETE S B DETAIL T WOOD FLO R ON CONCR TE SLAB DETAIL
(n Line II
/ \ l 1 SCALE:1"=1'-0" 1 SCALE:1'=1'-0" 1 SCALE:T'=1'-0"
3/13"OSB or FZ PANEL Gusset
_ \ / \ / 5A OSB OR CDX ( GLUED&RING S WITH I WOOD FLOOR FOOTING NOTES: MONOLIT IC SLAB FOOTING NOTES: CONSTRUCTION NOTES: WOOD FLOOR ON SLAB FOOTING NOTES
TREATED PLYWOOD... I (14)4d 1-i/2'RING SHANK NAILS
SECURE FLOOR 144" 'l 2 x 6 SPF 1.WHEN MONOLITHIC SLAB IS USED,THIS 1.WHEN FL R FRAMING IS USED.THIS 1.PLYWOOD PANELS SHALL BE INSTALLED
ALL MATERIALS AND LABOR SHALL MEET O
OVERHANG FLOOR FRAMING IS NOT REQUIRED MONOLIT IC SLAB IS NOT REQUIRED k EXCEED APPLICABLE LOCAL CODES.
A DECKING TO FLOOR II ; W/FACE GRAIN PARALLEL TO STUDS.
JOISTS w/8d RING I ROOFING NOTES:
u� 2.ALL MATERIALS AND LABOR SHALL MEET OR 2. LL HORZ.JOINTS SHALL OCCUR OVER
Z SHANK NAILS @ 6"OC I 2.ALL MA ERIALS AND LABOR SHALL MEET OR,; 2.UNLESS OTHERWISE SPECIFIED OR SURPERS DED
EXCEED APPLICABLE LOCAL CODES. MING. FLATWISE BLOCKING SHALL
@ EDGES&12"OC @ I I EXCE APPLICABLE LOCAL CODES. BY APPLICABLE LOCAL CODES,MATERIAL TO B
W 96„ 1.APPROVED SHINGLES INSTALLED B USED AT ALL HORZ.PANEL JOINTS.
INTERMEDIATE 3.ALL LUMBER TO BE NO.2 GRADE SPRUCE PER MANUFACTURERS INSTRUCTION/ 3.UNL SS OTHERWISE SPECIFIED OR SURPERSEDED 3000 PSI CONCRETE,A615 GRADE 60 REBAR,
,y OSB SUPPORTS I 2x COLLARTIE I 1 PINE FIR OR EQUIVALENT 4 NAILS PER SHINGLE BY PPLICABLE LOCAL CODES,MATERIAL TO BE 3.PA LS SHALL BE ATTACHED TO BOTTOM A36 A.B.,MIN.REBAR LAP=20".
m Decking I , SEc RE COLLAR TIES , I 2 x 4 SPF Top Plate PLAT &TOP PLATES.
/ \ / I TO RAFT( s W/4-16d RING SHAN I 4.THIS FLOOR FRAMING PLAN IS FOR THE 30 0 PSI CONCRETE,A615 GRADE 60 REBAR, LOWE PLATE SHALL BE 3.THIS MONOLITHIC SLAB IS DESIGNED FOR THE
/ \ \ / I NAILS( NAILS EACH RAFTER) I 2. H CLIPS ARE USED BETWEEN A 6 A.B.,MIN.REBAR LAP=20". ATTAC D TO FOUNDATION OR BOND
/ \ I I BACKYARD PRODUCTS,LLC 12'WIDE GABLE ( BACKYARD PRODUCTS,LLC 12'WIDE GABLE.
2 x 4 SPF Stud ANY DEVIATION OR MODIFICATION EVERY RAFTER BETWEEN THE UPPER BEAM)W ING SHANK NAILS OR CONNECTO S OF
I I I I I ANY DEVIATION AND MODIFICATION
4 x 4 P.T.RUNNERS 1 I 4. HIS MONOLITHIC SLAB IS DESIGNED FOR THE SUFFICIE CAPACITY TO RESIST THE IS STRICTLY PROHIBITED.
IS STRICTLY PROHIBITED AND LOWER ROOF PANELS. BACKYARD PRODUCTS,LLC 12'WIDE GABLE;
(f YP)...TOE NAIL I I @ 24"O.C. UPLIFT DEV OPED IN THE PLYWOOD
Q FLOOR JOIST TO I I 7/16"OSB ROOF PANEL I t I 5.IN THE EVENT OF A DIMENSIONAL OR ANY DEVIATION AND MODIFICATION SHEATHED W S.
CO RUNNER w/(2)i6d I I I I 3/8"SmartSide-a"O.C. MATERIAL DISCREPANCY,NOTIFY BACKYARD IS STRICTLY PROHIBITED. 4.WHERE WINDOW &DOORS INTERUPT
RING SHANK NAILS I I Secured With 8d ( PRODUCTS,LLC. PLYWOOD SHEAT G,FRAMING ANCHORS
r 1 @ EACH JOIST/ I ' I I Ring Shank Nails OR CONNECTORS ALL BE USED TO
RUNNER / RESIST THE'APPROPRIATE UPLIFT LOADS. FILE CANY
Xz Az ' INTERSECTION 5/a"thick Floor Sheathing
48" 48" 48" / NOTE:
11 1.THIS ROOF PLAN IS GOOD FOR THE 12 WIDE DESIGN CRITERIA: FBC 2010 _ _
10 OSB OSB OSB _ GABLE ONLY.ALL MATERIAL AND LABOR SHALL Rev. Date By Revision _ - �o wr+oM IT Y C CERN 1 'Z'-o" IDE C LAS S I C
MEET OR EXCEED APPLICABLE LOCAL CODE'. Rich-d�K I Z, TNI ST E IS ■ry
Decking Decking Decking Ultimate Desig Wind GENERAL TE REVISED,ALL NAIL NOTE UPDATED - i1EsHNND IN CONFORMANCE BACKYARD
16"Max. 140 Fir. Live Ld./Wood (psf) 36 Roof Live Load (psf) 36 A 6/11/2012 Dww 71 GL BURNT JE= wVITH SECTION 1609 OF THE .I E STYLE - FLORIDA
144 2 x 4 SPF Top Plate S eed m h TO INCLUDE RING SHANK',H2.5 UPDATED T 2.5A FON,MI 8346• 261Q LGRIDA BUILDING COD= PRODUCTS,LLC.
To First Helix 141" SEE FLooR F
Anchor Screwed Treated Joists FOOTING DEATIL 1442"Siding Wind EX osu a Fir. Dead Ld./Wood S X48)625 3362 FOR WIND LOADS. �r
g p ` B (p f) 6 Roof Dead Load (psf) 6 - Ken
Ir 4 :i'� )820-4515 FAX s¢E ADDRESS DWG BY. Sutter �rae•+"�a,
i � * q �j •y n C �� [�,�p 'rl F�o1Kri 1000 Tames Dr.
Into Floor Joist g„ 2x4TREATED Nominal Desi Wind Design Wind Pressure FLe'�31DAk%i3l`65"4 _ �>� I 0 LU1J 4111110100 D Monroe,MI 48162 ED�By. Douglas Weekly JUN 11,2012
10 144" 15716 Roof Line Floor Frame 108 42 Wall Dead Load (psf) 3 _ -
Speed (mph) On Openings(psf) _ _ �� SGLLE As Noted (73a)za2woo SHEET 1 of 1
Comp.&Clad. Design z °;
MATERIALS: Dej3t,1.Dln�. r,. = - �� 12'-0"Base 16'0" 20'-0" 24'0"
L WOOD FLOOR FRAMING M ROOF FRAMING_ N GABLE SECTION Int. Pressure Coef. 0.55 Pressure(psf) 42 _
Roof Sheathing: 7/16"Rated 24/0 Gable CLASSIC CLASSIC GABLE
j SCALE:30=V-0" 1 SCALE:3/9'=V-0' 1 SCALE:1-1/2'=V-0" Risk Catego 112'-0"Wide by:
I Wall Sheathing: 3/8"Siding Rated 24/0 (7'-0"Side Walls ONLY) FLA
y w,