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Mai.Eh I I WALLROOF ROOM
VV I Fiti-_0 GW GH NN 1 4 1 DIM NR 0 PURLIN NR 0 PURL -w
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DESIGN CRITERIA: A 5 4 5425 1 76.75- 45�_1 07 1 22.75 65 IVA Nfa 2 1 =,,I - I 02x1t ,> 0
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A 6 5 7425 1 73 ES 5425 1 67 1 32 I 65 WA Ilia 2 1 CNi 2 1 czxI
THE DESIGN SHOWN ON THESE DRAWINGS WITH A 8 , 6 94.75 1 73,.625 Ge 67 1 43.5 65 NA WA 2 2 2 C2XI s w
fj)Z5 X 0,
STRENGTHENING KITS MEET THE REQUIREMENTS A 6 8 94,7:. 73.625 90 67 1 435 65 WA_ MA 2 2 =xI 1 2 =,A <ZAMO
n9.5 OF THE FLORIDA BUILDING CODE 2017(6th EDITION). A IV n9.5Isms 86 67 1 R 65 IVA IVA 2 2 C4XI 1 2 MI
A III , 1 118.25 76.62s 7825, 67 1 55.5 65 NIA WA 2 2 "XI 2 2 C2XI
GRAVITY LOADS: A 10 a 1 116.25 wms 99 7125 ssrs 6925 NIA W 2 2 201 2 2 C2XI
A -to 9 11835 76.625 i02.25 67 55.5 as MIA NfA 2 2 CU, 2 2 c2XI Ir
A 10 10 118 T895111.75 ST 555 65 WA NIA 1 2 1 2 CUI 2 - I C4XI 9
DEAD LOAD:AS CALCULATED PER MEMBER A ID 1, 118.25 80.875 140 7i2ls 55.5 6925 WA W. 2 2 C4XI 2 2 C4XI
LIVE LOAD:20 PSF migh Gble W�h - -
A 13 6 Ila-
asx-s 90 a? 55m5 es NIA NIA 2 2 F4,1 1, 2 C4X1
10 10 Ila. 55A25 111.75 67 65.5 65 IVA RIA 2 2 C4XI 2 2 Ml
128.625 67 55'5 as No. ILA
-A-T to 12 12635 F5.125 1405 67 55.5 65 WA WA 2 2 C4XI 2 2 C4XI
A to to 118.25 as,15 157.5 67 95.5 65 N/A NIA 2 2 CUI 2 2 C4XI .,o" 1 .
Gnmbrdll leceelo - ,r1�•.•^�•• ' A
"I
6 ID 9 118.25 E6.625 102.^3 71.25 55's w MA-15 10.5 2 2 C4;'1 1 2 CWA 1 1 2 UX,
118.25 86 V� 90 71-IS 555 60 23,6�5 18.5 2 2 C4XI 1
9 ID a =1 1 2 •'_2X1
WIND LOADS: a -to 12 Ila_-5 e8.625 55.5 60 23.6- 2 2 v2w�l 1 2 C4XI 2___
ia.5 2 CAM
14045 25 61 Ca 0
B 13 1.-1 86.Es 15?.S 7125 SS.L 60 23.625 18.5 3 2 C2XI 1 2 04XI 2
XI
ULTIMATE DESIGN WIND SPEED, 160 MPH(FIGURE 1609C) Lmv -
G.Va Ln
RISK CATEGORY:I EXPOSURE C SA 6 5 1 71277.676 SUS 7125 M 6325 NA Wa E4.53 2 cz.-, 2 1 C2%1
a 6 9475 77.75 68 11.25 43.5 6925 W4 Nf� E�M 2 =1 2 1 MM . Z
ENCLOSURE CATEGORY: ENCLOSED SA .
SA 10 6 118.25 eD 5 66 7125 55.5 6925 WA NIA E4-S3 2 c2y.l 2 2 c2xI
SEISIC LOADS: SA 10 8 50975 90 71.25 65.6 69-15 IVA NIA E4M _2 C2XI. 2 2 C21.1
Ow
SA 10 12 11625- aD.875 14045 71.25 S&S 62.25 WA NIA Ea-ssc2x, 3 2 C4XI
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$s__0x15,Sl=al,Sds=0.16,Sdl--0.16 W.1brd-G-cd.-
USE GROUP:1;SEISMIC IMPORTANCE FACTOR:1.0;SITE CLASS:D 513 tD 8 11625 65 OT, 0 71.25 55.5 69.2's 23,625 18.5 E4-S3 2 =xI 1 2 cm-11 I
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SEISMIC DESIGN CATERGORY:A so 10 9 11825 4.i
_�7���11�27� 1&1 15.1 11-11 13�1 11-1 fi�3 2 12M 1 2 Mi 7 C2%1
BEARING WALL SYSTEM-LIGHT FRAMED WALLS W/STEEL SHEET PANELS;R=6.5 S5 to I.. Ila-25 . Isar
, 55.6 Egm 25.68 18.5 Ears 2 C2XII
Cs=0.021 DESIGN BASE SHEAR:0.10 KIPS •n .dd.-It both wsM and Mlh..eae d--
ANALYSIS METHOD:EQUIVALENT LATERAL FORCE PROCEDURE "E"DESIGNATES END WALL
"
MATERIAL SPECIFICATIONS: S*DESIGNATES SIDE WALL
PANELS: ASTM A625-76,Fy--50 KSI
CHANNELS&'
OTHER MEMBERS: ASTM A527-80,Fy--55 KSI
uiW N I
BOLTS&SCREWS:ASTM A1018,Fy--30 KSI
ANCHOR BOLTS: ASTM A307,Fy--33KSI
M 0 510MIlM FloOl'APM 19 ME WK
REINFORCING STEEL: ASTM A61540,GRADE 40 AIm mr 2 IMEa To IUNGE sInPE U) d to
WIRE MESH: ASTM A•185 4i 10 Y
CONCRETE: 2,500 PSI COMPRESSIVE STRENGTH @ 28 DAYS 2E
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ASSUMED ALLOWABLE SOIL BEARING PRESSURE: 1,000 PSF @ A DEPTH OF V-0" 0 ;z M 0"
SHED CONFIGURATIONS AND DIMENSIONS
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TYPICAL GABLE SHED FRONT ELEVATION TYPICAL GAMBREL SHFO FRONT ELEVATION TYPICAL SIDEWALL ELEVATION ?z
P A" TYPE B TYPES "A" & "B"
DOOR NOTE: �0�agullls°'
L
DOOR IS PART OF EXTERIOR
r-----===
r ==� r---------1 BUILDING CLADDING AND IS
CONSTRUCTED OF THE SAME
4A@ L o m MATERIALS AS THE WALLS. I
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� DOOR IS FRAMED WITH CHANNEL —�
I TO SUPPORT CLADDING —J
LL t__—_—_ MATERIAL.
i � D+ W W
E L
D = N m
TYPICAL_ FOUNDATION PLAN NPICAL FLOOR PiA NW ENDtD
NR+1 EgUASPACES J a'
CQUAL SPACES I I � 7 N 4'
E 6i
ou
mo
a
PURLIN PURLIN t3 S!DEWALL w w Qa
x ANGLEa g N :_
o DOOR _ vt +�, �?
z� % Za
GIRT v GIRT- j
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pt•NO tY.l®G '
9
® SECTION THRU FRONT WALL. ®ACTION THRU BACK WALL Cj)SECTION THRU SiDE WALL REINFORCEMENT AT SIOING MODELS
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#10 MACHINE SCREW WITH NUT #8 SCREWS WALL PANEL z
@ B"O.C. w
9 19/32"TYP. ROOF PANEL NUT
1,06FLOOR o W`o:�.N
I 1 1/4" B" REF #10 SCREWS FRAME N z s.a 2'
a Lu
----� �� 46
7/8"x7/8" WALL PANEL z
CUT INSIDE FLANGE 'i
28 3 4" x.017" ANGLE 0 N
/ AT CORNER F/ 3/8"0 ANCHOR BOLT U z r>
NPI n W I & ROOF PANE ( (SEE FOUNDATION O
,.nMirum aavn*wanEss.ROO PLAN AND SECTION lso teo,nt
SPACER FOR REQUIREMENTS) 4%. •• ,�i�."�„ '
0.473" SECTION SECTION ALTERNATE ANCHOR:
0.717" WALL CHANNEL CORNER CONNEC110N HILTI 3/8" KB TZ ' a2.82
`V1.972" U ° FW
v 163" Qy
1.03" (j 4.563"
1.306" .625"
�i
23.503" v ����8tutttttette°�
TYPICAL SIDING PANEL .BEAM SUPPORT C3/4x1 CHANNEL
nmo¢a.o,o r.awa• ixima.ome•
#10 MACHINE SCREW WITH NUT DOOR.IAMB N
TYPICAL ROOF BEAM
WALL OR ROOF PANLES
ROOF BEAMS
#10x1/2"SMS �• 1"
08"O.C.
L1x1x0.028" 619" 2.193" r n o
OR ROOF BRACE @ROOF I I W W N I
WALL CHANNELS f BEAMS ONLY W/ #10 BOLT VERTICAL 556" 6LT 0
J ANGLE TO GABLE x x is
1°x 1x0.023" OR MACH. SCREWS & NUTS d I N
PANEL RETURN t i
1. 23
v? o N w o
SECTION SECTION
z n
DDDR TRACK TYPIQAL FLOOR FRAME STANDARD CHANNELS
ncio�-amr �no�r neoo.s.mio• � °' i
3/8"0X10" LONG ANCHOR BOLTS@ 24" O.C. IL
@ SIDE AND BACK WALLS, 12" MAX O.C. @ FRONT WALL. Q
EMBEDMENT DEPTH = 7". FRONT WAIL PANEL DOOR '
ALTERNATE ANCHOR: HILT[ KWIK BOLT TZ 3/8"Ox5" LG CONCRETE ANCHOR W/#8 SMS C3/4x1 EA. R16 JAMB
2 1/2" EMBEDMENT @ 8"O.C. 1
FINISHED GRADE [WALL
BLE END PANEL
+. ., � •.• .. a WALL R TRACK mo 0111812018
z i;• 6x6-10/10 WELDED WIRE MESH o PANELDOOR
ALTERNATE: #3 BARS @ 18"O.C. EA. WAY DOOR
4x1 EA. RIB W/ #8 SMS C3/4x1 @ 8" O.C.
#4 BARS CONTINUOUS " O.C. (FRONT
v ONLY) ATTACH C3/4x1 W/ #B SMS 0 8" O.C.
M `SECTION SECTION
SECTION_ � i