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wner's Manual & Assembly Instructions
Model No. CG1014-C1❑ DK1014-B1❑ LX101.4-Cl[]
VS1014-Cl ❑ VY1014-Al.[] WV1014-Cl ❑
YT1014-Cl 0 697.68604-A1❑ 697.68630-A1 ❑
ARROW SG1014 ❑
Storage Products
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Missing Parts, Questions on Assembly
Call: 1-800-851-1085 or assistmarrow-
sheds.com
Do not return to dealer, they are not
715831015 L_._±quipped to.handle your requests.
.11 CAUTION:SOME PARTS HAVE SHARP EDGES.CARE
Storage Area: 129 Sq.Ft. 852 Cu.FL MUST BE TAKEN WHEN HANDLING THE VARIOUS PIECES
12,0 Fif 24,1 n? TO AVOID A MISHAP.FOR SAFETY SAKE,PLEASE READ
SAFETY INFORMATION PROVIDED IN THIS MANUAL.
• BEFORE BEGINNING CONSTRUCTION.WEAR GLOVES
BUILDING DIMIENSIONS *Size rounded Off to tfie nearest foot WHEN HANDLING METAL PARTS.
Exterior Dimensions 'Interior Dimensions Door
*Approx. Base (Roof Edge to Roof Edge) (Wall to Wall) Opening
Size Size Width Depth .Height Width Depth Height Width Height
x 14' 121"x 1601/4" 1231/4" 162 3/4" 87 7/8' 118-1/4" 1571/2" 86 5/8" 651120 60"
3.0 m x 4.0 m 307,3 cm x 407.0 cm 313.1 cm 413.4 cm 223.2 cm 3WA cm 400.1 air 220.0 cm 141,0 cm 152.4 cm
BaseFM u
The Base For Your Building -
ey 4
No matter which of the options below you choose.for a base,an ARROW ANCHQRING KIT is `4 r
recommended as an effective method of properly securing your building after assembly is complete.
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OPTION 1: Directly on ground(earth)
Assemble your building directly on level ground(grass,dirt,rock,sand,etc.). if you choose this option Arrow has a simple Kit available to
provide a floor inside the shed to keep'stored items off the ground. This kit can be used to support a plywood floor(wood not included)
or be filled with sand/rock.to provide a solid surface.(Order No.FB1014-A or 6M7--A)
Allow 1-2 hours for consfruc tim -
9
4
OPTION 2:Wood Platform
If you decide to build your own base,be sure to select the appropriate materials.
These are the recommended materials for your base:
•2 x fs(38 mm x 89 mm)Pressure Treated Lumber
•WW(15,5 mm)4 x 8(1220 mm x 2440 mm)Plywood-e)derior grade NOTE; Pressure Treated Lumber must notbe used where it
will make contact with your storage bwl ft. The properties of Pressure Treated Lumber will cause accelera ed corrosion.
H Pressure Treated Lumber comes in contact with your storage buildigg your warranty will be voided.
•10&4 penny Galvanized Nails 0 Concrete Blocks(optional)
A
19e platform should be Reel and flat(free of bumps,ridges etc.)
to provide good support for the building.The necessary materials 6 '�
may be obtained from your local lumber yard
To construct the base follow instructions and diagram.
Construct frame(using 10 penny galvanized nails) y?ram R.
Measure 1 ti/2r(40,6=61,0 cm)sections to consbW 1Bp'�1
inside frame(see-diagram) FRONT � ,p
dp
Secure plywood to frame(using 4 penny galvanized nails) (DOOR)
toots:PWIftwa lSlab wgl extend gf16-(1,4 cm)beyond floor
frame on al!four sides.Seal this 9116"(1,4 can)of wood with a
roofing cement(not ftwJuded),or bevel this 9fi6-(1,4 cm)of
OPTION 3:Concrete Slab' . concrete when pouring,for good water drainage.
The slab should be at least 4-(10,2 cm)tWwL R must be level and flat to provide good support for the frame.
The following are the recommended materials for your base:
•1 x Cs(19 mm x 89 mm)(will be removed once the concrete cures) _
•Concrete•Sheet of 6 and plastic
•We recommend for a proper strength cotxxete to use a mix of:
1 part cement•3 parts pea-sized gravel•21/2 parts dean sand
Prepare the SWConshuct a Base
1.Dig a square,6"(159 cm)deep into the ground.(remove grass).
2.Fill up t6 4"(102 din)in the square with gravel and tamp firm.
3.Cover gravel with a sheet of 6 mil plastic.
4.Construct a wood frame using four planks of 1x4(19 mm x 89 mm)
lumber. 1?�4 aA
5.Pour in concrete to fill in the hole and the frame giving a FRONT ,3 Aep%l of
total of 4`(10,2 can)thick concrete.Be sure surface is level (DOOR) t' t kp-1 p
Allow 3-5 hours for suction and a week for concrete curing time. Note:Finished Slab dimensions,with lumber removed. -
- Arrow 10 ft x 14ft Lexington
$579.00 Add to mart
Galvanized Steel Storage Shed .
Overview Specifications Reviews Questions& Compare Product
Ariswera Features
:.:A eaun twa taneaesmeucsn — — -trenrfa tau
home exteriors
DIY assembly with pre-cut and pre-drilled parts
Limited 12 year warranty
Items pictured in and around shed are not included
SPECIFICATIONS
Material Galvanized steel Gauge 33
Floor Frame Included X Style Gambrel
Shelf Included X Warranty 12:year limited
Lumber Storage ` ® . Actual Interior Width 9.85
(Feet)
Wheelbarrow.Storage Actual MteriorLength i13.125 CL
(Feet)
Skylight Included X _ s
4
Actual interior Peak 7.22
Height(Feet)
Maximum Wind Load Not rated for wind
resistance
_ Foundation Width(Feet) 10.08
UNSPSC z 30201700
foundation Length 13.35
{ (Feet)
Bike storage
Package Width(Inches) 34
Tool Storage
t
:Package:Length 88.25
Mower Storage i (Inches) {
Common Size Range. X large(over 10- Package Height(Inches) 5.75
ft x 12-ft)
Package Weight(lbs.) 327
Ventilated .
Kx
TYRO Nwgrlm I DWI.S.IAo WALL ROOF I ROOF2Z
W 1 O RH D Em DW DH I GW GH NW a G6YT Hit 1 f PUAL01 HR I t I PWOIH
DESIGN CRITERIA: Is
S 1 4 8415 7675 45A75 BT 2225 a4 WA WA 2 1 C2%1 2 + C:7H
A e a 7US 73M 6425 e7 Y'+ 65 NA IVA 2 1 c2xt 2 1 =1 U� 10$
THEDESIGNSHOUYNONTHESEDRAUViNGSW1IH # a a K75 73M a BY +aA as MA N/A _ a c2xl 1 z =1 2� N
STRENGTHENING KITS MEET THE REQUIREMENTS 73A2s w a7 �3 65 wA WA 2 a a7n 1 2 C2X1
OF THE FLORIDA BUILDING CODE 2017(61h EDITION). # to 6 116.2b. 76.62S as c7 uA 65 KfA NA 2 2 l 1 2 1
A to 7 11a2S 78A23 7625 07 55S eS -NA ruA 2 2 G%t 2 2 C911
GRAVITY LOADS:
# 10' a 116.25 60Ai5 W 71Z 6S5 6925 I0A WA 2 2 GX1 2 2 am �Z
A 10 9 it 25 76. 1 67 e6,a ;dsWA
WA WA 2 2 G%t 2 2 C2X1 ��� J
A t0 18 " 75A25 11 L75 67 5s5 WA 2 ' 2 Cal 2 2 C4 1 � t'LL
DEAD LOAD:AS CALCULATED PER MEMBER A 10 12 et62S 65.67S l4o T12s 56' WA 2 2 CAM 2 2 GXI �^iii
LIVE LOAD:20 PSF OemcMad* a`-
A to 11025 a5.125 30 8T� 55.5 WA 2 2 owl _ 1 2 UXt 0 `t
A to 10 11825 a5.225 111;75 67 55.5 WA 2 2 GX 2 2 G%1
A 10 11 Yam a5.125 12a02s 67 6SS WA 2 2 M%7 2 2 cal
A 10 77 1826 [3.125 NDS 87 6S5 WA 2 G%1 1 2 1 ��� '' 'A1.e•p�rdd :'�
A 10 14 1182! a5.17S 1575 07 SS.S WA 2 2 G 1 2 2 UXt \� �,•'1 '1a� ,•'
:,•,0 10 5 11825 60.624 102.^9 71.25 SSS 80 23.g5 18S Umbra Momb
2 Gxt 1 1 UX1 1 2 CAKE
WIND LOADS o Io D t1625 setts >m 7u5 sss eo ass s 1a5 2 2 uX+ 1 2 C2X1 1 2 C3X1 Cd cn
O 10 12 11625 �.029 NOS 7125 SS9 60 78. 18.5 '2 2 C2X1 1 2 C4X1 2 2 CM M
D to 14 1 6.75 e6 767A 71 8 695 80 6 7 1 b S 2 t 1 i U% K1 L�
ULTIMATE DESIGN WIND SPEED:160 MPH(FIGURE 16M) IoaGdlotsoeeA 'O„ o qM
RISK CATEGORY:I EXPOSURE C al c a r nsrs rAzs 7 u 2s WA ruA E6S8 x c2xt 2 t ClJt1 �'�.� 4At�1:' m
ENCLOSURE CATEGORY:ENCLOSED 9A e 6 61.75 77FS 68 71.25 63.5 sass WA WA E 2 CUT 2 1 C7(1
SA IQ 6 11e25 tOA75 fie 7125 55.5 60.25 WA WA E4sa 2 C2x1 2 2 C2XI djl, �,....• �' •"
SEISMIC LOADS: SA to 1 m m so 7M ass asu WA run Eris 2 C2Xt 2 a =1
SA 10 12 11a25 1 80s76 V45 1 7125 SSS fita5 WA E455 2 C20 3 a c4xl t/lsTe`l11hS
63=005, 1 =1.1 dl-0.16 aAmmr,aMa,:y
NBC GROUP:1;SEISMIC IMPORTANCE FACTOR:1.0;SITE CLASS:D se to a 11t2s im, W 7 as ss es26 2a.e25 %46 U-11 2 =1 1 z cpH t
SEISMIC DESIGN CATERGORY:A sR 1n a 116s tsma 1822s 71m SS.S. aa.25 2Seu 18S Ease 2 CM 1 2 C2 H 2 cut
BEARING WALL SYSTEM-LIGHT FRAMED WALL$WI STEEL SHEET PANELS;R-8,5 se Io 14 1 11az5 ss IsrS 7.2s 535 69.25 23.e75 1es e4st 2 cztl 7 2 Gx1 2 1
Cs-0.02;DESIGN BASE SHEAR:0.10 KIPS 7se.e m4dsls aetw m r n cn4 Ysteanc«a soon '1
ANALYSIS METHOD:EQUIVALENT LATERAL FORCE PROCEDURE 'E'DESIGNATES END WALL V
'S'DESIGNATES SIDE WALL ..rl
MATERIAL SPECIFICATIONS: �(
PANELS: ASTM A626.76,Fy=50 KSI
CHANNELS&
OTHER MEMBERS: ASTM A627-80,Fy=55 KSI W
BOLTS 3 SCREWS:ASTM Al018,Fy=30 KSI to
ANCHOR BOLTS: ASTM A307,Fy-33KS1 t i sTf fS Ae6 r s11 po�0°2w m m la+c sat X'^ 'D
REINFORCING STEEL: ASTM A616-00,GRADE 40 At mw 2 Amu m ttt¢utc V+ d m
WIRE MESH: ASTM A•186
CONCRETE: 2,500 PSI COMPRESSIVE STRENGTH 28 DAYS
ej
ASSUMED ALLOWABLE SOIL BEARING PRESSURE:1,000 PSF 0 A DEPTH OF 1'-0' SHED CONFIGURATIONS J AND DIMENSIONS O
6@ SM 2 7W OIOM#C.WQA!ND 80 IVES
LL
bun 1011812018
va
#10 MACHINE SCREW WITH NUT Q8 SCREWS WALL PANEL
9 19/32'TYP• rROOF PANE. O 81O.C. NUT uf g
2Qc f FLOOR Cf o
1 1J4° 8" REF • �j10 SCREWS FRAME
" WALL PANEL
CUT INSIDE FLANGE 7/8 x7/8�
28 3/4" AT CORNER x.017 ANGLE , 3/B"O.ANCHOR BOLT
�{ (SEE FOUNDATION ecsl error R
I �. wa"ROOF PANEL
'04D'a' SPACER PLAN AND SECTION •r 'f
FOR REQUIREMENTS) ,4 ,,.••'' 1,., '!:
0.473' 0SxCTI_oN ALTERNATE ANCHOR:
0,717' ®W I NN l�L CORNER CONNECTION HILTI 3/8" KB TZ
82" R o t}y cT'i {o
�" 183"
4.583"
''`-�--
afuwSM.un�'twaa"u•ooata• 1 1 3" r�'fi0•+.0.,,, +"F�"
L 23.503'
�— cf
tYPIC•AL SIDING PANEL _,3J4x1 CHANNE
9coea9,00Y o
#10 MACHINE SCREW WITH NUT -DOOR JAM � 'TYPICAL ROOF �►n U �
WALL OR ROOF PANLES ROOF BEAMS
J
P10X1/2"SMS • �• "
L1xlx0,028" '619' Q
2E 0 ROOF ,193"
WALL OR ROOF BEAMS ONLY W/ #1D BOLT VERTICAL �' S56" 0 226 ul
CHANNELS MACH, SCREWS 6c NUTS ANGLE TO GABLE X „
1"x4"x0.023" OR • PANEL RETURN + �r c� c� —
1"x2'xO.023' "' $ » �v :9 I,f
SECTION
pDOR TRACK TYPICALg ODR FRAME D C�NELS rO�rr o
41.
4GWE
" LONG ANCHOR BOLTSO 2e D.C. (�
D BACK WALLS, 12" MAX O,C, ® FRONT WALL.
T DEPTH = 7". FRONT WALL PANEL DOOR
ANCHOR, HILTI KWIK BOLT TZ 3/8"0xS" LG CONCRETE ANCHOR W/ #8 SMS C3/4x1 Ea, RIB
EMBEDMENT O
GABLE END pANEI
* WALL tDR TRACK .m1a1anole
ALTERNATE. �10 WELDE S 1RE 18"O CC EA WAY P E- DOOR DOOR
4x1 EA. RIB-W/ JA SMS C3/4x1 m 8" D.C.
4 BARS CONTINUOUS " O,C, (FRONT
L ONLY) ATTACH C3/4x1 W/ #8 SMS O 8' O,C,
» 5ECTION
S 0 SECTION
as
,
' U
GW
Wig,
ow Dw
LE SHED FRONT
y �' • ..
TI 1YPI AI C� MBRE SHED ENNT ELEVATION TfRCAL SlDVM L DAIMON " {`�'y �
TYPE "a
POOR NOTE �fPaae!ene t�°j
DOOR IS PART OF D(TERIOR
r----------"� BUILDING CLADDING AND IS
CONSa AME
L l I MATERIALS ASS THE WALOF THELS,
i JIr I DOOR IS FRAMED WITH CHANNEL J
I TO SUPPORT CLADDING J
� i————— ——— ——� MATERIAL 90
D+4" �.,�
ui
D NW END +1 = N I
3Y'LCA4 FGUND T19N PLAN TYPICAL FL BOOR PLAN 'NR+1 EQUAL
SPACES U) j-
Utz
QUAL SPACES ! ' z M
7f
PURLIN PURLIN $IDEWALL w'
ANGLE *' DOOR i � 00
¢ z
GIRT GIRT
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® SECTION TNRU FAOM FALL ®SE QN THRU BACK WALL (1)5 ION 1HRU DE WALL TEEINEORCEMENT AT SLDING MODELS
OF 3