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FIBERGLASS SHINGLES 1444"
SECURE SHINGLES TO ROOF ***Gablle Rafter*** 3/8"OSB or EZ PANEL Gusset
DECKING w/(4)1-1/4"ROOFING NAILS Flush To Wall Siding 24 " 24" 24 " GLUED&NAILED with
8 $ (14)4d 1-1/2"Ring Shank Nails A
***NOT INCLUDED WITH KIT*** ` Simpson 1/2"G ale.Joist Nails Rafter to Stud w/ ***Gable Rafter*** 2 x 4 Gable Connector
(10)8d 1-1/2"GFlush To Wall Siding *Used As A Nailing Surface
H2% .5A For Gable Panels
--------------- - ------- 3L 1„ 12..
--------------. - -.--- 7/16"OSBRoofPanels 2
-- --- -- - -_-_-_ 1�, 1 9 b 1-Layer 15#Felt TYp• -�
.--- --• _
--- --- -- - ------ 'r-- 12 2 Collar lar 202" /16"OSB Roof Deck
-- ---- ----- • • Tie 31 16"
7
------- ------ - 19/32 x3 Gable Trim -� 5 2
- ----- - ----- -------- • • Dbl
-- - ------ • • • • • • 1.. 2x4 SPF Rafter
- ----------- - ......-- -............-
----- ------- -------- 2x6SPF r .. • • • • fill 4 Wall_----
------------ --------- 8.. ,�
10
e-
------------------ --- ------------_-----
--------------- Overhang _ _ 3210
-
--------------- -----
72"' --,�' % Dblr
12" 12" 2 x 4 SPF Top Plate
114" 24" 96"T.P. &Doublers 120
. . . 9 441 T.P. T.P. 4..
Metal Corner Trim %
OVERALL - - . - 3/8"OSB or EZ PANEL Gusset 2 „ % Overall
HEIGHT 22 GLUED&NAILED WITH 67°
. '_ - '_' (14)4d 1-1/2"RING SHANK NAILS
4/4 x 3"Horizontal Door Rail � Header �"
1 1° 114" Simpson LVA9 2 x 4 SPF Stud Door Opening
4/4 x 3"Vertical Door Style " RAFTER SECTION Stud o Top Plate with ,,, 120"
1 (8)8d Galy.1-1/2"Joist Notes 95 3 Framing
84 Black T-Handle SCALE:1"=V-O" 782a 68" 2
SIDEWALL
4/4 x 3"Vertical Door Trim 72"
Jack
Stud 3/8"SmartSide-8"o.c.
3/8"thick 8"D.C.SmartSide
24„ � 1k
3j 201 31
TYP• 2 2 16.1
Treated �" ��
Wood Floor 8 2 4 Framing ANCHORS Simpson SP4 2 x 4 SPF Bottom Plate 24
Secure door hinge board from 72"O.C. w/6-8d 1-1/2'Galy.Joist Naha 2 x 4 Treated Floor Framing Typ. 31" -�
OPTIONAL inside using(6)1"c'sink screws. AS REQ'D Or Equiv.For Up To 735#Uplift 2 12"
Door panel Typical both sides of doors. " "
REFER TO FLOOR
&trim Shed panel DETAILS BELOW 1„ 1„
i i t 12" 16" 18.. 12" 2()21 4- .. 2o-
314" 314/1
1 1 28" CAIS 28" 1 Yp•
A 120op e-
" Mount door hinge board using 922 442' 32" 10
10 (3)3"c'sink screws into framing. A 120" le
Typical both sides of doors.
A LAVE ELEVATION w/o DOOR s GABLE ELEVATION with DOOR DOOR INSTALL c EAVE SIDE FRAMING w/o DOOR D GABLE FRAMING with DOOR E STUD LOCATIONS DOOR ON GABLE
1 SCALE:3/8"=1'-0" 1 SCALE:3/8'=1'-0" SCALE:3/8"=1'-0" SCALE:3/8'=1'-0" SCALE:3/8'=1'-0' 1 SCALE:3/8"=1'-O"
3/8"OSB or EZ PANEL Gusset - 1444"
GLUED&NAILED with Overall
FIBERGLASS SHINGLES 1444" (14)4d 1-1/2"Ring Shank Nails 144"
SECURE SHINGLES TO ROOF , 2 x 4 Gable Connector Framing
DECKING w/(4)1-1/4"ROOFING NAILS 248' 24" 248' --*Used As A Nailing Surface 24„ 24
***NOT INCLUDED WITH KIT*** Simpson H2.5A Rafter to Stud w/ For Gable Panels TYp•
(10)8d 1-1/2"Galy.Joist Nails
* * 48„ 1-Layer 15#Felt
% - ___ _
____ ---------- ------- m • H2.5A az'N 7/165 OSB Roof Deck
-_-_--- --_----__-_--------*-------N -.-__ 7/16"OSB Roof Panels . 2 x 4 SPF A � 24"
cc
- - . ----- ------ llar_-:-:-_�:------__- 19/32"x3 Gable Trim 5 � 1- �� 2" Yp•
-_=___=_ ==_-==---=_=- c`3 Dblr Dblr u Side _ 2o-
--...___`-.-=_-_.-.-,- _--.-:_-._-.__--: 2 x 6 SPF 814�� * 3 584"T.P. 784"T.P. LL Wall Dblr
---_:-.-: -_-=_... _.--_---..-.-.-._-.- Overhang
.41,6.1 _ -- --- Dblr
72" -
`- 2 x 4 SPF Top Plate
114" n 96 24u
. _ &Doublers 1204°
_ _ Metal Corner Trim ------- ------- 7
OVERALL r
221 T.P. T.P.
9 Overall
HEIGHT 31_.. t I 32 11 67" I 1 Dblr
2 I 2o-°
1 4/4 x 3"Horizontal Door Rail 2 x 4 Built Up Header I I I I I I Header I I Dblr 2 x 4 SPF Stud
4/4 x 3"Vertical Door Style Stud o TToop Plate with I I Stun LSTA9 dio Top ,N,th I I N
841 I I (8)8d GaIv.1-1/2"Joist Notes I 1 I(8)8d Galy.1-1/2" Notes I I
78�" 120"
IDEWALL
Black T-Hand a 2 x 4"King"Stud I 761 '75 11 I I Framing 11 2' t " g
Back wall 79 2 Framing
S 72" 4/4 x 3"Vertical Door Trim " „ I 2'I I I I I f I I Stud 24 �� 1,
/ 2 x 4 Jack Stud I I I i' I I 242
ORIGINAL DOOR OPENING I I( I I I I TYp• 3/8 SmartSide-8 o.c.
3/8"thick 8"O.C.SmartSide I *** 10
USE SIDING CUT-OFF AS***
HEADER FILLER MATERIAL I I l I I I I
ool II II II
8" I j I II II II 64
Treated I I I I I I I I Door
2j-L' Wood Floor I I w/6-8d SimpsonGalv.Joist Nail I !I SP4 SP4I I 2 x 4 SPF Bottom Plate 24" g
Or Equiv.For Up To 735#Uplift I ealy.JoiN f+lalts «. : + x L
A� _ _ _ a
OPTIONAL - _
1 _LL_- llaulx uaTQz utzN21J_ - _ y, -- __ - _ --
0 '�
32" 202' 24" 16" 64" 12-2 3j" 24" 96" 1 a 201 24" 16" f
314 314 a a „ 32 2 4_ TYp• 4
144 120 208 784 208 144 120
2
F EAVE ELEVATION with DOOR G GABLE ELEVATION w/o DOOR u "OP ZONAL" ROLL-UP DOOR FRAMING H EAVE SIDE FRAMING with DOOR J GABLE FRAMING with00on K STUD LOCATIONS DOOR ON EAVE
1 SCALE:3/8'=1'-0" SCALE:3/8"=1'-0" SCALE:3/8'=1'-0" --- SCALE:3/8"=1'-0' SCALE:3/8'=1'-0' "
GENERAL NOTES:
1.THESE STRUCTURAL DRAWINGS SHALL BE USED FOR THE CONSTRUCTION OF THE
SHOWN STORAGE BUILDING.ON THE EVENT OF DIMENSIONAL DISCREPANY, MATERIAL NOTES: are"OSB or COX TREATED PLYWOOD
FOR RESOLUTION OF CONFLICT.ANY DEVIATION FROM SECURE FLOOR DECIONG
FLOOR DECK
NOTIFY THE ENGINEER -ALL LUMBER TO BE NUMBER 2 GRADE SPRUCE PINE FIR OR EQUIVALENT.
THESE DRAWINGS MUST BE APPROVED BY THE ENGINEER TO FLOOR JOIST NOTE: SHEATHING GRADE are'EZ PANEL SHEATHING E are'EZ PANEL
-ALL PLYWOOD SHALL CON FORM TO THE LATEST EDITION OF W/8d RING SHANK NAILS EZ PANEL USED FOR UPLIFT NAILED W/8d RING SHANK NAILS @ ON O.C.ON ALL SEAMS&TOP& NAILED W RING SHANK NAILS @ 6'O.C.TOP&BOTTOM
2.FOOTING DESIGN BASED ON AN ALLOWABLE BEARING PRESSURE OF 2500 P.S.F. APA SPECIFICATIONS. @ 6'O.C.@ EDGES&12"O.C. &SHEAR CUPS NOT REQ. BOTTOM EDGE(TOP&BOTTOM OF OPENINGS)&12'O.C. EDGE P&BOTTOM OF OPENINGS)&12'O.C. S THING GRADE are"EZ PANEL
@ INTERMEDIATE SUPPORTS EXCEPT @ OPENINGS @ INTERMEDIATE SUPPORTS.(FOR SHEARWALL VALUE) TWO#4 S @ I EDIATE SUPPORTS. NOS' LED W/8d RING SHANK NAILS @ 6'O.C.TOP&BOTTOM
3.THESE BARNS ARE TO BE USED AS STORAGE ONLY AND NOT FOR HABITATION -ALL CONNECTORS/FASTENERS AND ITS SPACING SHALL MEET / @ SIDE BY DE NOTE: (F SHEARWALL VALUE) EZ PANEL USED FOR UPLIFT EDGE(TOP&BOTTOM OF OPENINGS)&12'O.C.
4.NAILING PATTERN FOR WALL,FLOOR AND ROOF SHEATHING TO BE 6"O.C.AT THE APPLICABLE CODES. 2 x 4 SPF STUD @ 24"O.C. EZ PANEL ED FOR UPLIFT &SHEAR CUPS NOT REQ.
O LL�-�- X 4 SPF STUD @ 24'O.C. @INTERMEDIATE SUPPORTS.(FOR SHEARWALL VALUE)
A 2 x 4 P.T.JOIST @ 18'O.C. 2 X 4 SPF BOTTOM'PLATE W CONCRETE &SHEAR C PS NOT REQ. EXCEPT @ OPENINGS
EXCEPT @ PENINGS 1/2'WEDGE ANCHOR BOLT 72"O.C.8-1/2"LONG 2 x 4 P.T.JOISTS @ 16"O.C. 2 X 4 SPF STUD @ 24"O.C.
EDGES AND 12"O.C.ON ALL INTERMEDIATE SEAMS FOR WALLS AND FLOORS. -ALL MATERIALS AND LABOR PER APPLICABLE LOCAL CODES SECURE JOIST TO BOND BOARD (...or other approved fastener...)
NAIL WITH 8d RING SHANK OR 8d HOT DIPPED,GALVANIZED NAILS.FASTENING W/2-1,6d RING SHANK NAILS 2"NAILS EVERY 3" 2 x 4 SPF BOTTOM PLATE t
-7/16"O.S.B.DECKING:ORIENTED STAND BOARD AS MANUFACTURED ANGLED INTO FLOOR 6x610/10 WI MESH EXISTING CONCRETE SLAB
IS IN CONFORMANCE WITH TABLE 2304.9.1 FASTENING SCHEDULE OF THE 2010 @ EACH JOIST FRAME OR FIB ESH g 2 X 4 SPF BOTTOM PLATE
FLORIDA BUILDING CODE BY LOUISIANA-PACIFIC COMPANY,PORTLAND,OR....RATED 24/0 1/2"x 2-1/2"LAG SCREW INTO FLOOR JOIST 2 x 4 P.T.SILL PLATE --11T LAG SCREW
5.FOR EDGE JOINTS BETWEEN UPPER AND LOWER ROOF PANELS THE " „ W/2"X2"X1/8'FENDER WASHER 4"COMP ED 2•RING SHANK NAILS EVERY 3' - 3/a"THROUGH BOLT
-3/8 EZ PANEL SMART SIDING:SMART SIDING AS MANUFACTURED 3/8 thick Gusset SAND OR RAVEL ANGLED INTO FLOOR 4 X4 P.T.RUNNERS
FOLLOWING APPLIES: 4 X 4 P.T.RUNNERS 2 x 4 P.T.BOND BOARD SEE NOT 4 FRAME,1/2'FROM EDGE SIMPSON#EHD5B CONNECTOR
1 USE EDGE CLIPS IF LOWER PANEL IS OVER 16 INCHES WIDE BY LOUISIANA-PACIFIC COMPANY,PORTLAND,OR....RATED 24/0 B Min. �� TOE NAIL FLOOR JOIST
TOE NAIL FLOOR JOIST � 5/8'WEDGE ANCHOR BOLT 72'O.C.5'LONG
to` TO RUNNERS W/2-12d RING
TO RUNNERS W/2-12d RING 30'SINGLE HELIX ANCHOR
2)USE BLOCKING IF LOWER PANEL IS LESS THAN 16 INCHES WIDE 2 x 4 SPF R er SHANK NAILS @ EACH JOIST/ Sheathing MODEL LE HE IX MFD.NCH SHANK NAILS @ EACH JOIST/ (...or other approved fastener...)
SECURE ROOF DECKING W/8d RUNNER INTERSECTION BY 11EDOWN ENGINEER.ATLANTA,GA. 8'Min.to Sheathing RUNNER INTERSECTION
2 x 4 P.T.JOISTS RING SHANK NAILS .•i WITH IN 24'+/-OF CORNERS&7Y+/-OC MAX.
@ 3/8"thick No Groove __ _ _._ .'__.. ORAS REQUIRED BY LOCAL CODE - \ 1 4 a 4
16"OC P PRESSURE TREATEDWOOD SHIMS ;_. 30 DEGREES TO VERTICAL IN THIS PLANE aYP) ( PRESSURE TREATED WOOD SHIMS '4
� ) • Gable Pan I - ` I FOR LEVELING WHEN NECESSARY
SECURE JOIST TO G * * FOR LEVELING WHIN NECESSARY `0
11" SILL w/(2)16d RING I NOTE \ / 12•Mlnimium
16 2 SHANK NAILS @ I t ► Flush Gable P net
30"SINGLE HELIX ANCHOR MODEL MTE-30 AS MFD.
244 2"x 12'x 12'OR 6"x16'x 4• WITH IN 24"+/-OF CORNERS&72"+/-OC MAX. TYPICAL MONOLITHIC SLAB
yp• EACH JOIST 8 To Top Of R er ! SECTION ALL AROUND
2 x 4 SPF Ratter !9l T OSOLID�C.N(TYP}@�ACRETE �CH SIOD SEE NOTE 1
T
48 I - QUANTITY REQUIRED 12" --
16" I NOTE: R
Y OSB Typ• X
" FOR EXTERIOR WALLS GREATER 4 6 10
Decking , , , , 5/8 thick Gabl Trim
THAN V FLATWISE BLOCKING REQ'D @ PANEL
O 24"O.C. ***Gable Rafter ** JOINTS.SECURE BLOCKING W/2-16d RING SHANK NAILS
m \ // / I I I 2 x 4 SPF Top Plate Typ Flush To Wall Sidi g
EACH ENO.PANEL JOINT IN CENTER 1/3 OF WALL
C7 2 x 4 P.T.BOND 1411" ' ' '
m BOARD BON ... Roof WOOD FLOOR FOOTING DETAIL s M N LIT IC CONCRETE-SLAB DETAIL T W D FLOOR CONCRETE� SECURE BOND @ 2 x 4 SPF Double OO OO OO G O O 00 O COC SLAB DETAIL
Q CORNERS w/(3)16d Line SCALE:1"=1'-0" j SCALE:1"=1'-0" 1 SCALE:I"=V-O'
/ � I I I 3/8'OSB or EZ PANEL Gusse�
_ / 1 1 RING SHANK NAILS I GLUED&NAILED WITH
(14)4d 1-1/2'RING SHANK ILS WOOD FLOOR FOOTING NOTES: / M OLITHIC SLAB FOOTING NOTES: CONSTRUCTION NOTES: WOOD FLOOR ON S B FOOTING NOTES:
a I
2x6SPF
A 44 , 1.WHEN MONOLITHIC SLAB IS USED,THIS 1.WH FLOOR FRAMING IS USED.THIS 1.PLYWOOD PANELS SHALL BE INSTA ED 1.ALL MATERIALS AND OR SHALL MEET OR
OVERHANG W/FACE GRAIN PARALLEL TO STU
I FLOOR FRAMING IS NOT REQUIRED M OLITHlC SLAB IS NOT REQUIRED �_ EXCEED APPLICABLE LO AL CODES.
L iL V OSB OR CDX TREATED I 2.ALL MATERIALS AND LABOR SHALL MEET OR ROOFING NOTES: 2.ALL HORZ.JOINTS SHALL OCCU OVER
Z PLYWOOD...SECURE
2.A L MATERIALS AND LABOR SHALL MEET OR FRAMING. FLATWISE BLOCKIN SHALL
LU " 1 EXCEED APPLICABLE LOCAL CODES. CEED APPLICABLE LOCAL CODES.
FLOOR DECKING TO I 1.APPROVED SHINGLES INSTALLED BE USED AT ALL HORZ.PANE JOINTS.
FLOOR JOISTS w/8d RING t 3.ALL LUMBER TO BE NO.2 GRADE SPRUCE PER MANUFACTURERS INSTRUCTION/ 3 NLESS OTHERWISE SPECIFIED OR SURPERSEDED
OSB - - - - SHANK NAILS @ 6"OC @ 2 x 4 COLLAR TIE I I PINE FIR OR EQUIVALENT 3.PANELS SHALL BE ATTACH TO BOTTOM
0° Decking EDGES&12"OC @ IF_ SECURE COLLAR TIES 2 x 4 SPF T Plate I 4 NAILS PER SHINGLE BY APPLICABLE LOCAL CODES,MATERIAL TO BE PLATES&TOP PLATES.
Z t ' T RAFTERS W/4-16d RING SHANK ' p 1 4.THIS FLOOR FRAMING PLAN IS FOR THE 3000 PSI CONCRETE,A615 GRADE 60 REgAR, LOWEST PLATE SHALL B
/ / 1 INTERMEDIATE SUPPORTS T
a
NAILS(2 NAILS EACH RAFTER) I 2.H CLIPS ARE USED BETWEEN A36 A.B. MIN.REBAR LAP=20. ATTACHED TO FOUNDA IN(OR BOND
/ I I BACKYARD PRODUCTS,LLC 10'WIDE GABLE "
I 2 x 4 SP Stud I ANY DEVIATION OR MODIFICATION EVERY RAFTER BETWEEN THE UPPER BEAM)W/RING SHANK AILS OR CONNECTORS
4 x 4 P.T.RUNNERS @ 24"C.C. I IS STRICTLY PROHIBITED AND LOWER ROOF PANELS. 4.THIS MONOLITHIC SLAB IS DESIGNED FOR THE OF SUFFICIENT ED THITYE
TO RESIST THE
(TYP)...TOE NAIL I BACKYARD PRODUCTS,LLC 10'WIDE GA13LE UPLIFT DEVELOPED THE PLYWOOD
FLOOR JOIST TO 7/16"OSB ROOF PANEL I HEATHED WALLS
„ „ I 5.IN THE EVENT OF A DIMENSIONAL OR ANY DEVIATION AND MODIFICATION
ro _ 3/8 SmartSi e-8 o.c.
A \ RUNNER w/(2)16d I I MATERIAL DISCREPANCY,NOTIFY BACKYARD IS STRICTLY PROHIBITED. 4. HERE WINDOWS&DOORS INTERUPT
�% RING SHANK NAILS Secured ith 8d I PRODUCTS,LLC.
P YWOOD SHEATHING,FRAMING ANCHORS
@ EACH JOIST/ ' ' ' ' Ring Shark Nails 0 ONNECTORS SHALL BE USED TO
1 RE IST THE APPROPRIATE UPLIFT LOADS.
RUNNER
' INTERSECTION 5/8"thick Floor Sheathing
48" 48" 24" � � NOTE:
OSB OSB OSB _ � 1.THIS ROOF PLAN IS GOOD FOR THE 10'WIDE
GABLE ONLY.ALL MATERIAL AND LABOR SHALL I �-
16"Max, Decking Decking Decking MEET OR EXCEED APPLICABLE LOCAL CODES.
To First Helix 117" SEE FLOOR 120 2 x 4 SPF Top Plate DESIGN CRITERIA: FBC 5th Edition (2014)
Anchor Screwed Rev. Date By Revision = FLORIDA C LAS S I C
Treated Joists FOOTING DEATIL 1204"Siding iictaa�d K ,
Into Floor Joist 2 x 4 TRE TED timate sign in GENERAL NOTE REVISED,ALL NAIL NOTE UPDATED TLiWHOM IT MY URE I RN:
120" 133•x"Roof Line 140 Fir. Live Ld.,/Wood (psi) 36 Roof Live Load (psi) 36 A 6/11/2012 DWW =7+s2 G URNI -THIS STRUCTURE IS i
40 16 Floor Fr me Speed(mph) TO INCLUDE RING SHANK',H2.5 UPDATED TO H A rv,Ml -4e34s- ��;NED IN CONFORMANCE PRODUCTS,ILLC. GABLE 10 WIDE
Wind Exposure B Fir.Dead Ld./Wood (48)64"M = SECTION 1809 OF THE
(psf) 6 Roof Dead Load (psi) s g 2/26/2013 SJB REVISED BUILDING SIZE OPTIONS ')A (' 20 4515q�j _ F�BC 5TH EDITION(2014) ° SM �� DM BY. Ka„ 1.••+m
'.~. �kt'ORIDA BUILDING CODE FOR 1000 T��
L WOOD FLOOR FRAMING M ROOF FRAMING N GABLE SECTION NominalDesign in esign m Pressure rVORr s :.'` WIND LOADS. ""' D Monroe.MI 48,62 EMS BY. Jeff Day August 21,2015
"_ , "_ , . 108 42 Wall Dead Load (psi) 3 _ _ s� As Noted (784)2Q-WW s� 1 of 1
SCALE:3/8"=1.O" 1 SCALE:3/8'=1-0" 1 SCALE:1-1/2"=1-0 Speed(mph) On Openings(p" --
1 mp. Glad.Design MATERIALS: @ Depth Divi.`'a" 8'-0"Base 10'-0"Base 12'-0"Base 14'-0" 16'-0" 18'-0" 20'-0" 22'4" 24'-0"
Int. Pressure Coef. 0.55 pressure(psfl 42
Roof Sheathing: 7/16"Rated 24/0 able tyle CLASSIC GABLE
Risk Category 10'-0°wide by: FLA
9 ry 1 Wall Sheathing: 3/8"Siding Rated 24/0 7'-0"Side Walls ONLYI