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GENERAL NOTES 'j — — — Z _,
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1.THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2010 FLORIDA BDG. ITS o- .i
12.ALL WIRE SHALL'BE#12 THHN S LID COPPER WITH GROUND.WIRING E 0_a )
EXPOS AND ASCE A FOR LY MPH ULTIMATE WIND SPEED,(3 SECOND GUST) • PROTECTED PER NEC 2008 ED. i TURE LOCATIONS&TYPE MAY VARY.
EXPOSURE B FOR PARTIALLY ENCLOSED BUILDINGS. ,
2,ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND • 13.ALUMINUM WINDOWS - TYPE,,`IZE QUANTITY'.AND LOCATION MAY VARY. ' . • :i
ALL OTHER APPLICABLE CODES. lie V ;w o
t •
14.OPTIONAL;EXX''��''ERIOR WALL C•!ERINGS INCLUDE CORRUGATED ALUMINUM, • o, T
3.BUILDING CLASSIFIED AS RESIDENTIAL LAWN STORAGE.,50/125 PSF FLOOR LOAD. MESA ALUMJNUM-4"LAP ALUMI M,5/8"PT T-111 SIDING,'VINYL SIDING
NOT FOR HABITATION. WITH ENERGY BRACE BACKER; I=ER CEMENT PANEL &"STO STUCCO ON • W a0 I
• 6/8"•!DENSE, L SS•GOLD OR SU 1/ UFF ROOF COVERINGS INCLUDE ALUMINUM b.W -4 co 1 •
4.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. OR SHINGLE ROOF OVER 5/8"P WOOD WITH 2•LAYERS OF 15 LB.FELT OR --, o v ,
•PERMATILE OVER 7/16"OSB AN!!%3.1.13.FELT. U 0:�o eri 7
u 5.OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS AS SHOWN.BUT MEMBER I• W < m
15. •USE,7/16"X 1 3/4"16 GA.STAP FOR ALL CONNECTIONS BETWEEN WOOD Mz m a A w .i
m SPACING SHALL.NOT EXCEED.LIMITS AS INDICATED. SIDING/ROOF AND'FRAME: ' cl. Da J�N > ;! ' •
yS o-t— G
o G.ALL LUMBER TO BE#2 SYPKD 16.3/4"PLYWOOD FLOORING SUR JIr•CE NAILED WITH 3"X.120 NAIL SPACED 6"OC c.)=") o„w Z
EDGE/10"OC FIELD, Io New o ..o r- .
S 7.ALL WOOD WITHIN 8"OF GRADE OR IN CONTACT WITH MASONRY SHALL BE TREATED y • .w� v v
FOR GROUND CONTACT W/GALV.FASTENERS. o Z
• 17.FOUNDATION,iFOOTING AND A{}N' •HORING OF UNIT WILL BE THE OWNER'S j �� .it
S RESPONSIBILITY TO CHECK WiTI`;>!.LOCAL CODE AUTHORITY TO VERIFY SPECIFIC ''.,�CC 3 (17,,S- 3 3 • - .I
8.TRUSS.DESIGNED TO SUPPORT D.L.+L.L.=35 PSF. REF$UIREME TS AFFECTING THE NSTALLATION'SETUP AND UTILITY q o U o
S CONNECTIO S TO THIS BUILDIN t THE PURCHASER ASSUMES ALL
9.ALL ALUMINUM SIDING/ROOFING TO BE 3004 ALLOY CONFORMING TO ASTM B-209, RESPONSIB LITY•F.OR COMPLIA of WITH LOCAL,COUNTY OR MUNICIPAL CODE v o<�
< 32,000 MINIMUM YIELD STRENGTH. REQUIREMENTS FOR THIS STRUM URE. •i
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•
10.USE#8 X 3/4"TYPE A SHEET METAL SCREW FOR ALL CONNECTIONS BETWEEN 18.ROOF DRAINAGE PER 1503.4 8111903.4
ALUMINUM LAP SIDING AND FRAME.USE#8 X 1"WITH 1/2"ALUM.BACK NEOPRENE !'
Ce
WASHER ATTACHED ON CONNECTIONS BETWEEN ROOF AND FRAME. l STRUCTURAL LOAD LIMITATIONS `6 �M �W �1
SPACING AS FOLLOWS: i.,1 •
ROOF/SIDING-PERIPHERAL MEMBERS 2 112"OC ""^""
ROOF/SIDING-INTERIOR MEMBERS 5"OC F FLOOR LIVE LOAD:
SIDING- 12"OC BOTTOM PERIMETER. ROBIN BUILDERS, IND.
< .;�� " A. 50/125 PSF 0 BOX 1067
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v61.11:
ROOF LIVE LOAD:. K WALES FL. 33859
_ �' �^/pp..�t, 1863) 638-{294
>'t '0 ...�D ,- A. 30 PSF -- — i
8:
a 11.DOOR SHALL BE 1"X 1"STEEL TUBE FRAME WITH AN ALUMINUM
PANEL INSERT.ALUMINUM TRIM AND ALUMINUM PIANO HINGE ATTACHED WITH 1 Ii: ROOF SNOW LOAD: • •I
n ALUMINUM RIVETS.DOOR ATTACHED TO VERTICAL 2X4.OPTIONAL DOORS INCLUDE +�f�[[pp��Jj ' I�t/� NOT APPLICABLE .,
DOUBLE ALUMINUM DOORS,GARAGE DOORS AND PREHEIGHT
HUNG STEEL DOORS.TYPE, '" °" •V fYI ENT i •
WINO
A. ULTIMATEO 150 MPH: NOMINAL 124 MPH FLORIDIAN, P NEC q:
SIZE,QUANTITY AND LOCATION MAY VARY.DOOR HEIGHT<=400 SQ.FEET PER 1008.1.1(8)&R311.2. •
%j B. RISK CATEGORY 1 BARN, GREENHOUiSE• '1
., f;1 it GCC. B WIND EXPOSURE CATEGORY CLASSIC, RUFFY •
..!2 0. Fi - +-.55 INTERNAL PRESSURE AMERICANA, STEEL:: �
m' R�C •
E. +39.6, -.42.9 PSF DOORS - .., i
EIVEp ,.� II . . +49.3, -52.0 WINDOWS 2010 SW •
�. I'Y7)• `�'3-15-12 I of 5. . •
Y IAN 1 61019 NONE
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Permit 1:1/ 1•
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NO E:ADDITIONAL SKID-PLACED UNDER 1
!} EACH OUTSIDE WALL ON 13'9" c. o�'n
• VARIES TO 50' 0" 1 ,) WIDE UNITS CO m• o-
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PT 2X4(8)FLOOR JOISTS 24"'OC 5/8" (�24"6"HELIX.(QR EQUAL)ANCHOR FOR SOIL n o ..
• PT 2X4_(6)RAIL MOLL MRA(#24DACI)OR EQUAL FOR ROCK z 'q° a t
PT DOUBLE 2X6 SKID (3)3"X.120 NAILS ? '
\ .03 i•GALV.STRAP OR CABLE OF 4750#CAPACITY ~ n ; • .i
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0X4 FL OTS /4)3.X.I20NAILSPERCONNECTN\ '� ��
PT 2X4 FLOOR JOISTS 24"OC i� z
x 8"X 16"SOLID Rri ¢a 10'-1d'WIDE UNITS 30 " CONCRETE KS o cuPT 2X6 FLOOR JOISTS 24'OCTYPICAL FLOOR- FR•AMIMG DN ND NAOAED2'FROMQ
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N.T.S. EACH TEND,THEN MAX.8'CENTERS. v O a a
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,Ic3/4"OR 5/8"SF PLYWOOD •,
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\ /1 2X4(6)PT FLOOR JOIST "� �~r�
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B UI 5R S. INC.':
'• ..� K gpL1 FL 33859 .I
M 26 GA GALV ANGLE PLATE •') fi 638-1294 •
C f 6-3"X.120 NAILS PER PLAT
-/max i
2X4 PT HEADER i "SU "
SUHURBAN, STUCCO
\ PT DOUBLE 2X6 SKIDS FLORIbIAN, PINEY ':
_s • BARN, GREENHOJSE
NOTE DOUBLE 2X6 SKIDS DADOED 1.25"DEEP TO ECEIVE •„-,.�'`r' CLASSIC, RUFFYj
FLOOR JOISTS.(4)3"X.120 NAILS AT EACH AMERICANA, STEEL!.
CONNECTION. �! \
c iif • ...• .. 1,.«.2010 SW `' 1 .o '� •
FLOOR DETAIL ® • -15-12 2 of 5
Z1 \, NONE
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FRAMING FOR SUBURBAN,FLORIDIAN,STUCCO,RINEYWOOD BARN AND VIN MODEL'S "-`^^—„• '
RAFTER SCHEDULE: 2X4 RAFTERS 24"O.C. . •
USE SINGLE RAFTER FOR SPAN<99". .
, USE DOUBLE 2X4 RAFTER FOR SPAN MAX.144". - W.x NA. `
•
c! DOUBLE TRUSS OVER DOUBLE �'i
2X4 STUDS NOTE:GABLE ORIENTATION IS SYMBOLIC ( m n O N 1'1—
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DIRECTION. :1{ 20 GA.2.5"'X 4"MITEK CONNECTOR PLATES :o, •
•
1J! EACH SIDE OF TRUSS : C� I
TRUSS KINGPOST ON TRUSSES>99" 01
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2.5 I 1 ROOFING:SEE NOTE#14 r W _1
1.1/2'X 5°26 GA.GALV.STEEL PLATE �_ ' a
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eil (6)1.25"X.105"NAILS IAk1'..11111501"111.11ftilisx..1 —II Ift ' 3
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TRUSS I I II I X4#2 SYPKD STUDS ¢ m Q
I AND RAFTERS 4 0. 0 o
OUTLET I IIih1BL2X4-- SIDING:SEENOTE#14 a Z u`j
30
w IrZOrr • •
(613"X.120 NAILS •
•
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PER CONNECTION 1 1/2°X 5"26 GA.GALV.STEEL PLATE nit, .1X4 PURLIN IIIlL1X4 SYPKD PURLIN
I+—MAX. 12' 1 (6)1:25°X.105"NAILS(TYR) P317116"X1314"
�:- T CONNECTION 0.
ROOF FRAMING m�-� '
2X4(6)FLOOR JOIST ��DOUBLE PT 2X'6 SKIDS. ' o > to
N.T.S. j j' TYPICAL DOOR FRAMING W 2
///---Base Rail or Top Rail DOUBLE 2X4(6),(8):1:.12 SLOPE X. 13' 9" MAXIMUM DOOR SIZE W Q M m
•
3*" / DOUBLE 2X4,MAX.12'SPAN ilp 120°W X 84'H d o v
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T END WILL FRAMING Z-o (o
m . V F#10 Type A Screw r h1 Q
c I 2X4 RAFTERS 24"OC ,.j - 'N.T.S.' - .. ti > L.
N .� 0 y
nS SINGLE 2X4 FOR SPAN<99"
DOUBLE 2X4 FOR SPAN y'I co=rn p La.;.c
L Swaged dimple with ROOFING:SEE NOTE 414 o • m m r->'0 3
PI .118"dia.hole OPTIONAL SLOPE ROOF FRAMING ), • �� C.3,-.1*w •
ry w_f / N.T.S. ') .. Z ~a 3 a
1 5/8"x 3 1!2".038 Steel Slud '• 3 rn m 0
0
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OPTIONAL ONAI_ STEEL STUD DETAIL OTE: THIS STRUCTURAIi�� RAMING J
►PPROVED MO
HAS NO-.VERHAN•G.B, N" x" „"..,°,N."," a.a
N.T.S. DOCUMENT. HASOP.TIONALMANS'ARD
•
MAX.OVERHANG ISB. 1:q
M��� •
' TYPICAL WIN.FRAMING •
;! '
•NON LOAD BEARING AREA OVER DOOR " ROBIN BUILDERS,INC
2X4 TOP PLATE 2X4#2 STUDS LANBOX
WALES FL.331359
24°O.C. 2X4#2 SYP STUDSi
Ti
24°O.C. ,i (863) 638-1294 i_
,� 1X4 PURLIN DADOED E�} / FLOORING:SEE NOTE#16 '
ro
•
1X4 PURLIN INTO STUDS ;;I) SUBURBAN, STUC3;0;
&�TUDSD INTO --------•••-•"....,,i____
FLORIDIAN, PINEY;
MAX. 99" , • SIDING:•SEE NOTE#14(;!� _I BARN, GREENHOUSE'
c I dam! STEEL FRAME
II II :) . 1 •
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II DOUBLE 2XIiII,L. 2X4(6)FLOOR JOIST';! "w2010 SW --
•
1 1X4 BOTTOM PLATE
TYPI,c-AL CROS:S .4CTI ON 1— 5-12 3 Of 5:
SIDE WALL FRAMING I, d OTED
ir. SCALE:i 1 4" = 1'
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' 20 GA.2.3"X 4"MITEK CONNECTOR PLATES • :._ :1
(4)3"X.120 NAILS PER DOUBLE 4 r---- ...4i- 7 EACH SIDE OF JOINT Ct 4.....mi NA. 1 . .1
-2X4 CONNECTION
. ' 11%11 . delailligliblit•Am 'i! • • . 1 •: • .1
. . 20 GA.3"X 6"CONNECTOR PLATES
. 'Illq1i 0* ii I*, AUTNTITHSISOCN.LOYNNECTION ON 13'WIDE 4
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1 1/2"x 5-26 GA.GALV.STEEL PLATE \ .
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(8)1.25".X.105"NAILS . :/. 0OuBLE.2X4 STUDS a RAFTERS 0
\-DOUBLE 2X4 / 41 STITCHED W/3"X.120 NAILS 12"OC l= W .•-' '
71 ,
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\\-1X4 PURLIN-/ Al . (3)7/16"X 1 3/4" 0 I• 0
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1 1/2"X 10"26 GA.GALV.STEEL PLATE . . STAPLES:PER CONNECTION '!
.,
(6)1.25"X.105"NAILS(TYP..) :.ce
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1X4 BOTTOM PLATE .
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Lb I 1 TYPICAL DOOR FRAMING: > .,
13' MAX. MAXIMUM DOOR SIZE- ,--, 0
Fc to : • i
• k 120"W X•84"H r•sl a,(41 .;
END WALL FRAMING 4.1 ..c°I ,..1 • "
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4! 1X4 SYPKD ON 0'&8'WIDE UNITS ONLY . A • z 7 u.J co 0
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s 1X4 PURLIN 12 20 GA.2.5"X 4"MITEKCONNECTOR Pl...!TES
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STAPLES PER CONNECTION -- ,,....... .,1-- , EACH SIDE OF JOINT 1,
, "APPROVED'
* : I 31177,,0c4 E.:„....1 i •• l
,. ....... 111111111111111.—. 20 GA.3"X 6"CONNECTOR Fr:,ATES q 7•i* M< .t".k• • , 1
0,9, DELETE OVERHANG ON RUFFY meliIMIIIIIIIIIIIIIMISII1.1111101 -•' wi6g •. .1
AT THIS CONNECTION ONII 3'WIDE . DOCUMENT "4 Z.U..1),- f •
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AMERICANA MODELS UNITS ONLY. ;:.„ q
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2 ii. il 2X4 BOTTOM CHORDS ON 10,71116111k/.. 1.1
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••R &13'WIDE UNITS ONLY - ,1
m 16" . : 1
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11 2X4 STUDS&RAFTERS 24"C)C.(3)3"X.120 NAILS : :• •
PER CONNECTION d .
c. N..a. Iltntabryelstus ,Catat:,,
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92" MAX. •;;;1 ROBIN BUILDERS,INC. .:
. .
I I .1 . - FO BOX1067'
'
LAKE WALES,FL. 34559-
‘13.. • 1X4 PURLIN i";., IMAX.-SPAN(IN)UNDER BE N\ • (863)638-1204 • :
(3)7/16"X 1 3/4" ti: : EXTERIOR VVALL ARING •i
,..1 \ STAPLES PER CONNECTICO ! '
4:. 1 1/2"X10"26 GA.GALV.STEEL PLATE-\ . .
72 (6)1.25"X.105"NAILS(TYP.) " 2-2X4 2-2X6
".0.11.•••1 Mk.. i .
1
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`.... . _ *'1 X4 BOTTOM PLATE ."!11
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ilignirilliMMIOMMIIIIMMIPI1MMIlii RUFFY
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CLASSIC
DOUBLE PT 2X6 SKIDS If••1
I41 HEADER TYPE MAX.SPAN .
AMERICANA i
64"
13. MAX .
2, 1 . . • ::•:F4 . A
2010-5LI
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CROSS SECTION DETAIL --P.,- • • : 1-15-12 4 a 5 •I
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.1/4 NONE I • 1
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.t. \,.... FRAMING FOR RUFFY,C4ESIC AND AMERICA Ms • _..0). .1
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