HomeMy WebLinkAboutEngineering, Arrow Shed, LLC .. _ D-pt- Strengl-Ing KH U
Type N.rd-I M3,'nwm DImermkrm WALL ROOF ROOF2 V)Z
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DESIGN CRITERIA: L-G. Modeie <tri Z
A 5 4 5625 78.75 45.975 67 22.25 65 1 WA WA 2 I C2X7 2 7 CZXt. �j K^+"I
A 6 5 7125 73.68 5425 67 32 65 WA WA 2 1 C2X1 2 1 C2X1 O W oO m
THE DESIGN SHOWN ON THESE DRAWINGS WITH A 6 6 94.75 73.625 E6 67 435 65 IUA WA 2 2 C2XI 1 2 C2X1 V)Z e
STRENGTHENING KITS MEET THE REQUIREMENTS A 8 6 94.75 73.625 90 67 435 65 wA WA 2 2 C2XI t x C2X7 ¢ZO S
OF THE FLORIDA BUILDING CODE 2017(6th EDITION). A to 6 11&25 76.625 68 67 555 65 PYA WA 2 2 NXI 1 2 C2XI W
A 10 7 118.25 70,625 7625 97 555 65 WA NIA 2 2 NXI 2 2 C2x1 W Q
A 10 8 116.8 80.875 90 7125 555 69.25 IUA WA 2 2 NXI 2 2 cul U)
GRAVITY LOADS: 3 O s
A 10 9 116.25 76.625 10225 67 55.5 65 WA WA 2 2 CAx1 2 2 C2x1 Z H
A to 11) 11875 76.88 111.75 67 SSS 65 NSA WA 2 2 C4X1 2 2 C4XI z J
DEAD LOAD:AS CALCULATED PER MEMBER A 10 12 11825 60.875 140 7125 55.5 6925 NIA N.a 2 2 0411 2 NXI ca U) LL
LIVE LOAD:20 PSF - HIDh Wyk Models 2 U Z �-
A 10 8 1+825 85.18 90 67 555 65 WA WA 2 2 NXI 1 2 NXI `\`\\
A 10 10 118+5 85.18 111.75 67 555 65 MA WA 2 2 Nxt 2 2 C4XI \ ,1
A 10 11 118?5 85.18 128.625 67 5515 65 NIA NIA 2 2 C4X1 2 2 NXi
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_ A 10 a 1165 esus foes 67 sss as wa wa z 2 caxt z z Nx1 ,roe •.t°J�y _
A 10 14 118.25 85.725 1575 67 55.5 65 IUA WA 2 2 04x1 2 2 C4XI q �•�co
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B 10 9 118.25 86.68 10x8 7+.25 55.5 60 23.625 185 2 2 C4XI 1 2 C4XI 1 2 C4X7 'n n
B 10 8 116.8 86.68 90 71.8 55.5 80 23125 185 2 2 NXI 1 2 C2xl 1 2 C2X7
WIND LOADS: 8 10 12 118.25 86.625 140.5 7125 55.5 60 23.625 18.5 2 2 C2Xi 1 2 NX7 2 2 G4(1 e� uj
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B t0 14 +18.8 96.68 157.5 7125 56.5 60 23.625 185 "3 _ C2Xt 1 NXI _ 2 C4X1 (!)
ULTIMATE DESIGN WIND SPEED: 160 MPH(FIGURE 1609C) LonGaGeNtodels ra
RISK CATEGORY:I EXPOSURE C SA e s 7125 77.675 51.25 71.25 32 6975 WA NIA 114-13z C2XI z 1 czxt ENCLOSURE CATEGORY: ENCLOSED sA e s 94.7s 23.675 66 71.25 435 6975 WA wA E453 _ C2X1 2 1 Cul -••*•••
SA 10 6 11875 80.875 66 7125 55.5 6975 IUA NIA E453 2 C2X1 2 2 C2X7 •il{1:36 '
SEISMIC LOADS: SA t0 8 119.8 80.375 go 7125 65.5 69.8 WA MA E4-S3 2 c2m 2 2 C2x1
SA 10 12 116.25 80.875 1405 7175 55.5 6975 7UA WA E4S5 2 C2XI 3 2 NX1
Ss=0.15,S1=0.1,Sds=0.16,Sd1=0.16 Gm en Madero
,USE GROUP:1;SEISMIC IMPORTANCE FACTOR:1.0;SITE CLASS:D se 10 1 a 1 118+5 95,675 90 7125 SSS 6925 23.623 165 E4S3 2 CD 1 1 c2xI 1 2 C2XI
SEISMIC DESIGN CATERGORY:A se 10 s 118.x5 95575 10225 7175 sss 6925 23.075 18s E413 2 C2X1 I 2 .1 1 2 C2X1
BEARING WALL SYSTEM-LIGHT FRAMED WALLS W/STEEL SHEET PANELS;R=6.5 se 10 14 111. 95.875 ISTS 1 71.25 1 555 1 69.25 I 23.58 165 1 E4-SS 2 Cul I 1 z 1 NXI 1 z z 1 NXI
Cs=0.02;DESIGN BASE SHEAR:0.10 KIPS 'Ttmse modem e,mt both with and wbb-1 core down. t,
ANALYSIS METHOD:EQUIVALENT LATERAL FORCE PROCEDURE 'E"DESIGNATES END WALL V
MATERIAL SPECIFICATIONS:
"S"DESIGNATES SIDE WALL J
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PANELS: ASTM A625-76,Fy=50 KSI
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CHANNELS& Q t7i 'In
OTHER MEMBERS: ASTM A527-80,Fy=55 KSI W N
BOLTS&SCREWS:ASTM A1018,Fy=30 KSIWM N
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ANCHOR BOLTS: AST A307,Fy=33KSI re 99xBEGMDeNmral �'9°w°oor ro Mve soac
REINFORCING STEEL: A615-40,GRADE 40 AVD MF a NRISS TOflD1DD xorE
WIRE MESH: AST 185
CONCRETE: 2,50 OMPRESSIVE STRENGTH @ 28 DAYS z vWi
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ASSUMED ALLOWABL<u'O%
BEARING PRESSURE: 1,000 PSF @ A DEPTH OF 1'-0" O DO o
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MINIMUM PANELTMIIXNE55.0.0696" t,
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3/8"4X10" LONG ANCHOR BOLTS@ 24" O.C.
® SIDE AND BACK WALLS, 12" MAX O.C. 0 FRONT WALL. FRONT WALL PANEL DOOR
EMBEDMENT DEPTH = 7". C3/4x1 EA. RIB JAMB
ALTERNATE ANCHOR: HILTI KWIK BOLT TZ 3/8"4x5" LG CONCRETE ANCHOR W/ #8 SMS - --- --
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1 m ' ALTERNATE. #3 BARS 0 18"O.C. EA. WAY
C3/4x1 EA. RIB W/ #8 SMS C3/4xi @ 8" O.C.
l4 8" O.C. (FRONT ATTACH C3/4x1.Wj #8 SMS (� 8" O.C.
#4 BARS CONTINUOUS WALL ONLY}
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The large 444 cu.ft.storage capacity of the Arrow Newport 10 ft.x 8 ft.Metal Shed accommodates lots of
lawn and garden tools and equipment,helping you safely store seasonal items when not in use.Lockable
sliding door that helps keep your stored belongings safe,the shed's doors have a tall walk-in style for
convenient access.A floor foundation kit is included for plywood floor installation(wood not included).
• Durable galvanized steel construction withstands heavy winds and snow loads for long-lasting use
• 444 cu.ft.storage capacfty provides space to stow your gardening tools and yard equipment when not in
use
• Includes floor frame kit for a plywood floor finish wood not included
• Some assembly required
• Dimensiops:10 ft.x 8 ft.
• Pitched roof helps rain and melting snow fall to the ground to help prevent standing water and leaks
• 6.4 ft.interior peak height provides ample headroom and space for standing tools such as rakes and
ladders
• Wide-opening doors provide 55-1/2 in.width to accommodate tractor mowers and other large equipment
• Doors are lockable for increased security
• Brown roof and door trim with white siding and doors
Inte=t 4100211354 Mooel4 NP10867 More SKU#817546 Il
At7ow 1
j • � �' Newport 10 ft. W x 8 ft. D 2-Tone
Eggshell and Coffee Galvanized Metal
7TTShed with Galvanized Steel Floor
Frame Kit
***s(1885)v Write a Review Questions&Answers(437)
Features a stylish gable design for your storage needs
Electro galvanized steel for corrosion resistance
1 • Appealing two tone aesthetics in Eggshell and Coffee
$31900
i
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
~ *. Building& Code Regulations Division
2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982-5652
"(772)462-1553
FILLED LAND AFFIDAVIT
I,the undersigned, am the owner of the-following described property,
/30t - W_0167-o0 o- l
(Parcel Id#/Legal description/Address)
for which I'have applied to St. Lucie County for a Final Development Permit. . In
accepting this Final Development Permit, BP Number-Z4"0 q--0 456, I acknowledge
that as owner of the above described property, and in accordance with Section
7.04.01(D),.St. Lucie County Land Development Code, I shall be responsible for assuring
adequate drainage so that the immediate community WILL NOT be adversely affected.
I further acknowledge.that in granting this permit for the development of this property,
St. Lucie County is neither obliged nor liable to provide for, or maintain in any form,
adequate drainage off. my property which will not adversely affect the immediate
community.
Property Owner Name(Please Print)
( _!,-V 0• (A LL
Property Owner Signature Date
STATE OF FLORIDA,COUNTY OF k— 1.-laue-
ACKNOWLEDGED BEFORE ME THIS DAY OF 20
BY WHO WHO IS PERSONALLY KNOWN TO ME(Eb OR WHO HAS
PRODUCED AS IDENTIFICATION.
C ETUAVgLAJ)-)h
SIGNATURE OF NOTARY PU13VIC TYPE OR PRINT NOTARY
COMMISSION NUMBER
(SEAL)
SLCPDSDRevised04/11/201�L�
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