1551 Ocean Blvd 2013 shed plan 11 1442"
***Gable Rafter*** I
ILS Flush To Wall Siding 248' 24" 248"
Simpson H2.5A Rafter to Stud w/ ***Gable Rafter***
1 (10)8d 1-1/2"Galy.Joist Nails Flush To Wall Siding
H2.5A
31��
1 2x4 SPF
32 12 Collar 1„ 202"
5 • . • • Tie 32 Dbir
• • • ° • • ° ° 6" 48" 96" Side � 31„ _
• • Wall 2
1. Dblr
12..
24"
72 T.P.
'� I
- 921 441
M' 3/8"OSB or EZ PANEL Gusset 2 2 „
22" GLUED&NAILED WITH 9
(14)4d 1-1/2"RING SHANK NAILS
11" 114"
�r7 2
I
1�� St
2- ETI N (8)Bd
FTER O
2 �
RA S C
SCALE:1"=V-0" 782"
172"I'
i
24"
�I 32 T 2o-�� 2"
3 YP
g 2 x 4 Framing ANCHORS
Secure door hinge board from 72"O.C.
II inside usin 6 1"c'sink screws.
AS REQ
D
I�
(
_— L- g
-- Door panel Typical both sides of doors. "REFER TO FLOOR"
&trim Shed panel DETAILS BELOW
r r r r r 12" 16"
314" 314.. 28
120" Mount door hinge board using 922' 44.1
(3)3"c'sink screws into framing. A
Typical both sides of doors.
GABLE ELEVATION with DOOR P DOOR INSTALL c SAVE SIDE FRAMING w/o DOOR D GABLE
SCALE:3/8"=V-0" SCALE:3/8"=V-0" 1 SCALE:3/9'=1'-0" 1
oo 1444"
11LS 248" — 24" 248"
Simpson H2.5A Rafter to Stud w/
(10)8d 1-1/2"Galv.Joist Nails
CI)
/
�' 48"
8 n 112.5A ID
ro — 2x4SPF m
tY @ Collar ?� 7r,
12 a 0 96.. Tie 48" n U 31 238
5 N Dblr Dblr 'T (n Side
813" 581"T.P. 783"T.P.
4 * LL 4 4 Wall
Dblr
= All
7"
r------- ------- -
III
II
IIII
III
I
I
IIII
9
2-
3-1. 67�� II
2 Db
I31 Header I 2o-2
2 x 4 Built Up Header TI 11 Dblr
SimpsonLSTA9 I Simpson
Stud t Top vdth udtoPToP LS
ad Galy.1-1/2"I �wi
th
a atl Galv.1-1 2 Joist (8) PJb9t Notes
11 78-
I I I „
Back Wall 78—„ 2
2x4"King"Stud 761” 7j II Framing Stud
2 II II II
2 x 4"Jack"Stud ** I I
i I ORIGINAL DOOR OPENING 1 I I
***USE SIDING CUT-OFF AS
HEADER FILLER MATERIAL
I
I
II II II
1 '
I
II II I
I
I
I
I II
Simpson'SP4
- ,.. •` ....S( psora SP4..,
w/6 Bd 1-1/2"'
Galv.Joist Nails I v� ^e >` - :,x r�rJ� y T,-
- =�(f w/68d-1+7/2"Galy`Joist Nails _
�, I Or Equiv.For Up To 735#Uplift I - _ — _—_ - • -
�•, ,. .., .. ;� Eg4iv___�U T2725#U1""Itu K •fir s
AIF I. e f
32' 202" 24" 16" 64" 122' 32' 24"
208" 784' 20 4 144" ol
120"
il
GABLE ELEVATION w/o DOOR u "OPTIONAL" ROLL-UP DOOR FRAMING QHEAVE SIDE FRAMING with DOOR GABLE
SCALE:3/8"=V-0" 1 SCALE:3/8"=V-0" 1 SCALE:3/8"=1'-U'
x TREATPLYWOOD
MATERIAL NOTES: FLOOR DECK
LUMBER TO BE NUMBER 2 GRADE SPRUCE PINE FIR OR EQUIVALENT. SECURE FLOOR DEcalr
TO FLOOI JOIST NOTE: SHEATHING GRADE 3/8"EZ PANEL
PLYWOOD SHALL CONFORM TO THE LATEST EDITION OF W18d RING SHANK NAIL NAILED W/8d RING SHANK NAILS @ 6"O.C.ON ALL SEAMS&TOP&
PA SPECIFICATIONS. EZ PANEL USED FOR UPUFT BOTTOM EDGE(TOP&BOTTOM OF OPENINGS)&12"O.C.
@ 6'O.C.C EDGES 31?ryO.C. &SHEAR CLIPS NOT REO.
CONNECTORS/FASTENERS AND ITS SPACING SHALL MEET @INTERMEDIATE SU?P S EXCEPT @ OPENINGS 2 INTERMEDIATE SUPPORTS.(FOR SHEARWALL VALUE) TWO#4 BARS
@ TOP& BOTTOM
HE APPLICABLE CODES. z x a SPF STUD @ z4"O.C. E&F
2 x 4 P.T.JOIST @ 16'O 2 X 4 SPF BOTTOM PLATE 4"CONCRETE E
MATERIALS AND LABOR PER APPLICABLE LOCAL CODES SECURE JOIST TO BON¢BOARD 2"NAILS EVERY 3"
5"O.S.B. DECKING: ORIENTED STAND BOARD AS MANUFACTURED @
W12-16d RING THANK LS 6X6 R FIB WIRE MESH
@ EACH JOIST ANGLED INTO FLOOR OR/10 WIRE M
FRAME,1/2"FROM EDGE
Y LOUISIANA-PACIFIC COMPANY,PORTLAND,OR....RATED 24/0
112"X 2-1/2"LAG SCREW INTO FLOOR JOIST
W/2"X2"X1/8"FENDER WASHER 4"COMPACTED
'EZ PANEL SMART SIDING:SMART SIDING AS MANUFACTURED 3/8"thick Gusset
Y LOUISIANA-PACIFIC COMPANY,PORTLAND,OR....RATED 24/0 4 X 4 P.T.RUNNERS 2 x 4 P.T.BOND BOARD SASEE NOTE
R4VEL
TOE NAIL FLOOR JOIST 8"Min.
TO RUNNERS W12-12d Fu tD TY SINGLE HELIX ANCHOR
2 x 4 SPF Rafter SHANK NAILS @ EACH DIST/ Sheathing MODEL MTE-30 AS MFD.
SECURE ROOF DECKING W/Sd RUNNER INTERSECTIO BY TIEDOWNENGINEER.ATLANTA,GA.
RING SHANK NAILS ' ~ ¢' _ OR ASREQUIR DBYOLOCARLCODE+!-OC MAX. (�•
3/8"thick NO Groove III I{ G �� 30 DEGREES TO VERTICAL IN THIS PLANE(TYP) �: ,:�.,. •,,.'•,;!..
PRESSURE TREATED V6OOD SHIMS - ur•�I 1 'IIF �•••:'.•`; "' r`.
Gable Panel FOR LEVELING WHEN ECESSARY ,
*** NOTE
I —�243" Flush Gable Panel � r TYPICAL MONOLITHIC SLAE
To TO Of Rafter SOLID C N ofl E BLCG t a° T
1 s P SOLID CONCRETE BLOfjK SECTION ALL
ENO NOTE
' 2 x 4 SPF Rafter I 1 @ 72'O.C.(TYP)@ SND
NOTE:
5/8"thick Gable TrimFOR EXTERIOR WALLS GREATER
THAN a'FLATWISE BLOCKING REoD @ PANEL
124"O.C. *** Gable Rafter*** JOINTS.SECURE BLOCKING W/2-16d RING SHANK NAILS
2 x 4 SPF Top Plate ITyp. Wall Siding EACH END.PANELJOINT IN CENTER 1/3 OF WALL
-� .�„
Flush To
zi
E I 2x4 SPF Doubler R� WOOD FLOOR FOOTING DETAIL s MONOLII
3/8"OSB or EZ PANEL Gusse� I 1 SCALE:
GLUED&NAILED WITH I u �m�.. ��
..............�.........a".�. wr••..-.. ` .umsa•.wsu�erv:,,,,„a..wm,�.
14)4d 1-1/2"RING SHANK N ILS 1
I WOOD FLOOR FOOTING NOTES: MOS
2x6SPF 1.WHEN MONOLITHIC SLAB IS USED,THIS 1.WHEN
OVERHANG FLOOR FRAMING IS NOT REQUIRED MONOI
I
2.ALL MATERIALS AND LABOR SHALL MEET OR ROOFING NOTES:
2.ALL MP
EXCEED APPLICABLE LOCAL CODES. EXCEE
I I 1.APPROVED SHINGLES INSTALLED
3.ALL LUMBER TO BE NO.2 GRADE SPRUCE PER MANUFACTURERS INSTRUCTION/ 3.UNLES
2x4COLLARTIE I PINE FIR OR EQUIVALENT 4 NAILS PER SHINGLE BY APF
SECURE COLLAR TIES 1 2 x 4 SPF Top Plate 3000 R
' T RAFTERS W/4-16d RING SHANK ' 1 4.THIS FLOOR FRAMING PLAN IS FOR THE
NAILS(2 NAILS EACH RAFTER) I 1 BACKYARD PRODUCTS,LLC 10'WIDE GABLE 2.H CLIPS ARE USED BETWEEN A36 A.E
1 2 x 4 SPF Stud ANY DEVIATION OR MODIFICATION EVERY RAFTER BETWEEN THE UPPER 4.THIS M
24" O.C. IS STRICTLY PROHIBITED AND LOWER ROOF PANELS.
BACKY
I 5.IN THE EVENT OF A DIMENSIONAL OR ANY DE
7/16-OSB ROOF PANEL , I I 3/8"SmartSide-8"O.C.
I I MATERIAL DISCREPANCY,NOTIFY BACKYARD IS SSRI
Secured With 8d PRODUCTS,LLC,
I I ' Ring Shank Nails
5/8"thick Floor Sheathing
NOTE:
1.THIS ROOF PLAN IS GOOD FORTHE 10'WIDE
GABLE ONLY.ALL MATERIAL AND LABOR SHALL
MEET OR EXCEED APPLICABLE LOCAL CODES.
120" 2 x 4 SPF Top Plate DESIGN CRITERIA: FBC 2010
Rev. Date By
1204"Siding Ultimate De gn Wind TO INCLUI
GENERAL
2 x 4 TREATED h 140 Fir. Live Ld./Wood (psf) 36 Roof Live Load (psf) 36 A 6/11/2012 Dww
13316" Roof Line Floor Frame Seed m
Wind Expo re B FI r. Dead Ld./Wood (psf) 6 Roof Dead Load (psf) 6
M ROOF FRAMING N GABLE SECTION Nominal Deign Wind 1 O$ Design In Pressure 42 Wall Dead Load (psf) 3
SCALE:3/8"=V-o" 1 SCALE:1-1/2"=r-o° Speed (mph On Openings (psf)
Int.PressuCoef. Comp.&Clad.Design MATERIALS:
r
G.55 pressure(psf) 42
Roof Sheathing: 7/16"Rated 24/0
Risk Categ 1ly
1 Wall Sheathing: 3/8"Siding Rated 24/0