HomeMy WebLinkAboutEngineering FLA ManufacoxedE3LO&IP!�:jrarn
3940 North Momet
& e
QUSE11 5 't ,gaA
:
--- RECEIVED -- - ,;,,� � i I Plau No.
App�ovod By 04
APR 0 6 �^ I2•ir��:a I..�'u[�eck '(� '�' a,�' a b
�018
Mo�iulzar ib e4Liialtt Fans nor b'iorida C 16'jcak
lot
rmlttin ik _ a
� e 1 •- c`. Lo � 9r �
I ' J',,'//^//j p-1 ,
G//� u I ✓ V � / I 1 V .I I I ii
rz :
Ln
Lei
N N4
NSM
� N a f
� < o
o
7 JW
ROB /V �'`
z Sy
GENERAL NOTES -,
U <Z O m
1.THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2010 FLORIDA 12.ALL WIRE SHALL BE#12 THHN SbLID COPPER WITH GROUND.WIRING G a<Y
CODE-R AND ASCE 7 FOR 160 MPH ULTIMATE WIND SPEED,(3 SECOND GUST) PROTECTED PER NEC 2008 ED.FI TURE LOCATIONS&TYPE MAY VARY.
EXPOSURE B FOR PARTIALLY ENCLOSED BUILDINGS.
2.ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE 13.ALUMINUM WINDOWS - TYPEJ,f IZE QUANTITY AND LOCATION MAY VARY.
ALL OTHER APPLICABLE CODES. v >
14.OPTIONAL.EXTERIOR WALL C ERINGS INCLUDE CORRUGATED ALUMINUM,
3.BUILDING CLASSIFIED AS RESIDENTIAL LAWN STORAGE.50/125 PSF FLOOR LOAD. MESA AL NUM•4"LAP ALUM M.5/8"PT T-1Al SIDING,VINYL SIDINGco
NOT FOR HABITATION. WITH E.UM Y BRACE BACKER, ER CEMENT PANEL &"STO"STUCCO ON w aM co
�
5/8`°.DENSE GLASS GOLD OR SU 1.UFF.ROOF CQVERINGS INCLUDE ALUMINUM o co y
OR SHINGLE OF OVER 5/8"P OOD WITH 2>LAYERS OF 15 LB.FELT OR . t
4.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. PERMATILE OVER 7/16'OSB ANCi', 5 LB.FELT. z4 v
k I w �o
5.OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS AS SHOWN,BUT ME 15.USE 7/16"X 1 3/4"16 GA.STAP"FOR ALL CONNECTIONS BETWEEN WOOD
SPACING SHALL NOT EXCEED LIMITS AS INDICATED. SIDING/ROOF AND FRAME. .t Jo<�
6.ALL LUMBER TO BE#2 SYPKO 1 Z
16.3/4'PLYWOOD FLOORING SURK{ACE NAILED WITH 3"X.120 NAIL SPACED 6"OC o , o O
EDGE/10"OC FIELD. ?f Z Nm m nu
7.ALL WOOD WITHIN 8"OF GRADE OR IN CONTACT WITH MASONRY SHALL BE TRE I; q �=v < -
FOR GROUND CONTACT WIGALV.FASTENERS. 17.FOUNDATION,:FOOTING AND A' :HORING OF UNIT WILL BE THE OWNER'S A F-a-30 T
S RESPONSIBILITY TO CHECK WIT f��.'LOCAL CODE AUTHORITY TO VERIFY SPECIFIC
8.TRUSS DESIGNED TO SUPPORT D.L.+L.L.=35 PSF. REQUIREMENT$AFFECTING TH i NSTALLATION"SETUP AND UTILITY p v
CONNECTIONS TO THIS BUILDIN THE PURCHASER ASSUMES ALL v o
9.ALL ALUMINUM SIDING/ROOFING TO BE 3004 ALLOY CONFORMING TO ASTM BW RESPONSIBILITY-FOR COMPLIA l E WITH LOCAL',COUNTY OR MUNICIPAL CODE
a
32.000 MINIMUM YIELD STRENGTH. REQUIREMENTS FOR THIS STRU URE.
10.USE#8 X 314"TYPE A SHEET METAL SCREW FOR ALL CONNECTIONS BETWEEN 18.ROOF DRAINAGE PER 1503.4 8�i 903.4
ALUMINUM LAP SIDING AND FRAME.USE#8 X 1'WITH 1/2"ALUM BACK NEOP w �M+ ow
WASHER ATTACHED ON CONNECTIONS BETWEEN ROOF AND FRAME. STRUCTURAL LOAD LIMITATIONS
SPACING AS FOLLOWS:
ROOF/SIDING-PERIPHERAL MEMBERS 2 112'OC NDI i FLOOR LIVE LOAD:
ROOF/SIDING-INTERIOR MEMBERS 5"OC _; RO81N BUILDERS, INQ.
SIDING- 12'OC BOTTOM PERIMETER. tA. 50/125 PSF PO OX 1067
/�{ LAK WALES FL. 33859
Y�I I R�.,/ • �DYI ROOF LIVE LOAD:. (B63 638-{294
'77 A. 30 PSF
11.DOOR SHALL BE 1"X 1'•STEEL TUBE FRAME WITH AN ALUMINUM ROOF SNOW LOAD:
PANEL INSERT.ALUMINUM TRIM AND ALUMINUM PIANO HINGE AT
WITH r�
n ALUMINUM RIVETS.DOOR ATTACHED TO VERTICAL 2X4.OPTIONAL DOORS INCLUDE J..J�' NOT APPUCABLE
DOUBLE ALUMINUM DOORS.GARAGE DOORS,AND PREHUNG STEEL DOORS.TYPE, a✓ M Vi
WIND LOAD: SUBURBAN, STUCCO
SIZE,QUANTITY AND LOCATION MAY VARY.DOOR HEIGHT<=400 SO.FEET PER 1008.1.1(8)&R311.2. ��''•ENT S^
-! A ULTIMATE 160 MPH; NOMINAL 124 MPH FLORIDIAN, PINEYi
B. RISK CATEGORY I BARN, GREENHOUSE
C. 8 WINO EXPOSURE CATEGORY CLASSIC, RUFFY
0. GCpi - +-.55 INTERNAL PRESSURE AMERICANA, STEEL
` E. +39.8, -42.9 PSF DOORS
c +49.3, -82.0 WINDOWS ...+2010 S
1-5-15-12
1:1 of; 5
NONE
1i
i
a741
2L Fum
`'d. � ]
A£pa rrvrK1{IIY 1 S �'_'r --..._....
Rldsard L.Rul lt&
. ikihlaYlanOx-aminer MorAll ^..,,'.^ ——
IA
• ui
NO. E:EqqERqpCD(TION L SKID PLACED UNDER "� I
WIDE UOIVITrIDE WALL ON 13'9" o y N 1
VARIES TO 50' O" co °� �,j
o I
PT 2X4(6)FLOOR JOISTS 24"OC 518" :$24"6"HELIX(OR EQUAL)ANCHOR FOR SOIL a cm ;
PT 2X4(6)RAIL MO L MRA(#24DACI).OR EQUAL FOR ROCK w
X o
PT DOUBLE 2X6 SKID-� (3)3" .120 NAILS103 .03�" ALV.STRAP OR CABLE OF 475031 CAPACITY y
p
A s
0
NDf REg '
-APPROVED" �
I
x a:IL
VARIES T 13' 9.. DOCUMENT a
>N^W
m
c n j
12-j'Ll
i
2 La
Qt tTj
cl
N�to OHO
Z6'-8'WIDE UNITS L(4)3"X.1 20 NAILS PER CONNECTION q ^Z v V i
PT 2X4 FLOOR JOISTS 24*OC '+ t
$ 10'•14'WIDE UNITS ; a 3
N PT 2X6 FLOOR JOISTS 24"OCT Y P I C A L FLOOR FRAMING 2'(ORiI ")X 8"X 16"SOLID CONCRETE BLOCKS a Z u O
AND Tj i DOWN ANCHORS SPACED 2'FROM a o�
N.T'.S. EACH I ND,THEN MAX.8'CENTERS.
;.
3l4"OR 5/8"SF PLYWOOD
(
A
2X4(6)PT FLOOR JOIST �y E
26 GA.GALV.ANGLE PLATE294 3J859
_ 6-3"X.120 NAILS PER PLAT
2X4P*r HEADER SUBURBAN, STU 60
PT DOUBLE 2X6 SKIDS FLOROAN, PINE
1 BARN, GREENHO SE
CLASSIC, RUFFY
NOTE:DOUBLE 2X8 SKIDS OADOED 1.25"DEEP TO ECEIVE :-i \ AMERICANA, STEEL
FLOOR JOISTS.(4)3"X.120 NAILS AT EACH
CONNECTION. Lf2FLOOR DETAIL AC� 5-12"' 205
N.T.S. % { ONE {
�I
(r
t
�" �S )2
. � PlanNO,
n°�lalulei Cdr
J.
FRAMING FOR,SUBURBAN,FLORIDIAN,STUCCO,OINEYWC{OD;BARN AND VINI. MODEL'S —
RAFTER SCHEDULE: 2X4 RAFTERS 24'O.C.
USE SINGLE RAFTER FOR SPAN<99".
USE DOUBLE 2X4 RAFTER FOR SPAN MAX.144'.
c/ DOUBLE TRUSS OVER DOUBLE
2X4 STUDS NOTE:GABLE ORIENTATION IS SYMBOLIC C3'n N
SINCE GABLE CAN BE IN EITHER m to 0 I
DIRECTION. 20 GA
2.5'X 4"MITEK CONNECTOR PLATES N o aLn
:i EACH SIDE OF TRUSS In o n 7
9M NIn
TRUSS KINGPOST ON TRUSSES>99" 2 0
1 112"X 5"26 GA.GALV.STEEL PLATE 2.1 ;j ROOFING:SEE NOTE#14 CL
(6)1.25'X.105-NAILS <
O U- 3 0
LIGHT
TRUSS 2X4#2 SYPKD STUDS <
C
OUTLET / UBLE 2X4 AND RAFTERS 4o Z O J
SIDING:SEE NOTE#14—/ a L`xz
<
._. W O a
(8) CL
3"X.120 NAILS
MAX. f 2'._ PER CONNECTION 1 112'X 5"26 GA GALV.STEEL PLATE 1X4 PURLIN IX4 SYPKD PURLIN
(6)1:25'X.105"NAILS(TYP.) 24 7/1
" P 314" `S
ROOF FRAMING CONNECTION 0.
2X4(6)FLOOR JOIST ^a
cc
�,f DOUBLE PT 2X6 SKIDS. � a � �^
N.T.S. sj TYPICAL DOOR FRAMING A o
Base Rail or Top Rail DOUBLE 2X4(8),(8);1:.12 SLOPE I X. 13' 9"� MAXIMUM DOOR SIZE Z o<n Co
--�j 120`W X 84'H
-- DOUBLE 2X4,MAX.12'SPAN =ND W �' L L FRAMING _� oxo
#10 Type A Screw is t'1 < (n O W
o I 2X4 RAFTERS 24'OC i. N.T.S._ pj Q<N o Q
o ` SINGLE 2X4 FOR SPAN<ST
Swaged dimple with DOUBLE 2X4 FOR SPAN<144' F
!� o _ o
.116"dia.hole OPTIONAL SLOPE ROOF FRAMING ROOFING:SEE NOTE#14 Nm
N.T.S. 'Z CL
v 1 5/8'x 3 1/2'.038 Steel Stud inv o l
F1
NDI <_
_ � __ aw4.
>A�PPROV DOTE: THIS NO(V Y V UCTURA RAMING f
OPTIONAL STEEL STUD DETAIL DETAIL MAYVARY."FLO�DIAN"
f'�/�/1 t 1--1•� Hf1SNO, VERHANG.-B N'
N.T.S. fit 11 _� F,•�T MAXOOVERHANGISB" ???
TYPICAL WIN.FRAMING NON LOAD BEARING AREA OVER DOOR i ROBIN BUILDERS,INC:
PO BOX 1067
2X4 TOP PLATE 2X4#2 STUDS LAKE WALES FL. 33 59
m 24'O.C. 2X4#2 SYP STUDS;) q
r 24'O.C. i,�� (863) 638-124
1X4 PURLIN 1X4 P INTO STUDSEO4 FLOORING:SEE NOTE#16
"
DADOED INTO SUBURBAN, STUCPO;
STUDS `N FLORIDIAN, PINEY!
MAX. 99" SIDING:SEE NOTE#14!,ABARN, GREENHOUpE
LM s; .
STEEL FRAME
m' DOUBLE 2XFMI 2X4(6)FLOOR JOIST.
2010 SW ;
1X4 BOTTOM PLATE T Y P I ROS C TION ` '3— 5-12 3 of 15
SIDE WALL FRAMINGOTED
si SCALE:i 1 4" o ,'
lLl Ido•
nrtD 1,.ffiut:.octc
41 fla Co
rtL*c00,' rli�f
12 20 GA.2:5"X 4"MITEK CONNECTOR PLATES
(4)3"X.120 NAILS PER DOUBLE 4 — ' EACH SIDE OF JOINT
2X4 CONNECTION
;Fl 20 GA.3"X W CONNECTOR PLATES O m7tT
AT THIS CONNECTION ON 13'WIDE m UNITS ONLY m
1 1/2"x 5"26 GA.GALV.STEEL PLATE J Z 2ih
(6)1.25"X.105"NAILS l DOUBLE 2X4 STUDS&RAFTERS O 4i J
DOUBLE 2X4 STITCHED W13"X.120 NAILS 12"OC N a
3 j
o o
;( 1X4 PURLIN ty z 4
1 X4 PURLIN (3)7/16"X 1 314- c 1=-o t+-u
1 '112"X'10"26 GA,GALV.STEEL PLATE STAPLES PER CONNECTION z 3
(6)'1.25"X.105"NAILS(TYP.) Of W Z O
J
2
r—1X4 BOTTOM PLATE � I LL S a
gu �
DOUBLE PT 2X6 SKIDS ( to^
TYPICAL DOOR FRAMING:
13' MAX. I MAXIMUM DOOR SIZE-
120"W X 84"H W m
END WALL ERAaI NG 0Mco
I �
N T�. Cs �o Gi cv
1X4 SYPKD ON 6'&B'WIDE UNITS ONLY W <W_
I a Q
o y ty�
f/1 W W N
O .", J J d
r 1 X4 PURLIN 12 20 GA.2.5"X 4"MITEK CONNECTOR PL''�ES 1 Y D( rccc���� u X a
(3)7/16"X 1 3/4" 4 EACH SIDE OF JOINT �+ O .(D O
"APPROVED W
o STAPLES PER CONNECTION -\ �� z LL
20 GA.3"X 6"CONNECTOR RATES q z na
o DELETE OVERHANG ON RUFFY AT THIS CONNECTION ON3'WIDE DOCUMENT
1tf 1lI '�' 3 o
a
&AMERICANA MODELS / UNITS ONLY. !�,/®\jUIYIENr Q Boa
o G 2X4 BOTTOM CHORDS ON 10',11' ;i
&13'WIDE UNITS ONLY
16"
(3)3"X.120 NAILS 2X4 STUDS&RAFTERS 24 O .
x PER CONNECTION
FMaM/Iww ,pal"'
92" MAX. ROBBOX BUILDERS, INC.
.n 1X4 PURLIN i 067
LAKE WALES FL. 3�859-
MAX.'SPAN(IN)UNDER BEARING (863)638-124
(3)7/16"X 1 3/4" EXTERIOR WALL -
STAPLES PER CONNECTO. j
1 112"X10'26 GA.GALV.STEEL PLATE 2-2X4 2-2X6
(6)1.25"X.105"NAILS(TYP.) I - -
n 1 X4 BOTTOM PLATE
-+ 112"PLY
A FILLER-- g RUFFY
CLASSIC
9 I DOUBLE PT 2X6 SKIDS HEADER TYPE MAX.SPAN AMERICANA i
A 64"
m 13' MAX. B 95"
CROSS SECTION DETAIL .-- ^"z0�o sw
$ J 3-15-12 4 off 5
N.T.S. j r NONE
o FRAMING FOR RUFFY,CL SSIC AND AMERICA M
x
I
+I
y
f
Me No.
I... lchar )V.8UL•.00ES,
USE 1/2"DIA.RED HEADS MO+I:11a uw-Il Playlik LbuurtLh6r Florida C•rti�?icetic
2FIRM EACH END 8 @ 8'-0'O.C.(MAX)
PATIO ANCHOR MICS-2
OR APPROVED EQUAL S:'r
V1//2 1/4'.MIN EMBEDMENT `I co N I
IN 2500 PSI CONCRETE 035 GALV.STRAP OF 4750#CAPACITY ao m. 1
1 } j
• I � i
z •
035 GALV.STRAP OF 4750#CAPACITY OR EQUAL j
i, 0
STRAP IS THREADED ! o
THROUGH SLOTTED BOLT ! 0
AS THE BOLT IS TIGHTENED,
THE STRAP WINDS AROUND O \_ C
THE BOLT SHANK. DOUBLE PT 2X8 KID F! j
4 ¢ X11- 4 D o i
CbNCAETE SLAB. G o <
� 3&i i
8X8#10/10 WVVM
OR FIBERMESH "�
DOUBLE PT 2X6 SKID
.C;.v:2.:.+r;:fir;.a�``.?a.,:�^:: � ;:) � ,. C! i
co
2'(OR 4')X'6'X 18"CONCRETE BLOCK ;z A'R ` d VL V
BLOCKS 8 TIE DOWN ANCHORS SPACED 2' t II
a FROM EACH END;THEN ON MAX.W CENTERS. MT.A�.� rZq. yo v r
TIE DOWN ANCHOR: 5/8'X 30"TWIN 4"HELIX(#30DHC2)OR D Y V �y tq w w z S
5/8"X 24".8"HEUX'((#24SH)OR EQUAL FOR SOIL !j:
MODEL MRA(#24DAC1)OR EQUAL FOR ROCK
_._TIE -DOWN - 70, . SLAB . .
SCALE:I"=1 Na:coo L 2z I
�C w 0—
s TIE DOWN TO GROUND 2X4YPK q ^Z O3z I
<�
S D STUD 24"OC
SCALE:2'=1' Z� i=
rt 1/2"EXPANS70N BOLT 9 48"O C o < 1
2 1/4"EMBED WITH 2"X 1/8"WASHER
,4 2X4 PT BOTTOM PLATE I
31/2 COryPRLdffi SLB d i
;fROBIN BUILDERS,INIP. i
8X8#1'0/10 WWM PO BOX 1087
d 4KE WALES,FL.3315
FLOOR JOISTS AT 24'OC WILL SUPPORT 50 PSF LIVE 8 DEAD LOAD 2O a )
as i OR FIBERMESH ' (883 638-1294
m FLOOR LOADING. i
n v tl (3)#5 RODS(MIN.3-CONCRETE COVER)
UNIT WIDTH 6' 8' 10' 12' 13'9'
SUBURBANRRUFF FLOOR JOIST 2x4 2X4 2X6 2X6 2X6 a• d•. • ;;IFLORIDIANNOTE;SOT.TOM PLATE IS gTTACHED TO STUDS BARN, .GRWITH(2)3"X.120 NAILS8WITH11/2"16' 18" 18' 28.5' 40.5' X14"26 GA.GALV."U"STRAP AT EACH CLASSIC,STU�7 TO BO7TO�I PLATEE ONry�JEGTION. AMERICAN'B' 40' 60' 84' 84' 84" + (10)11/4"X.105 NAILS PEf STRAP.
rNO'U"STRAP.ON STEEL/GREENHOUSE.
2010 SwFOR 125 PgSF FLOOR LOAD 16"ooOC OggR 24'OC FELOCR JOISTS CAN WITHSA�ENTERN SKID ANND AN XTIIA ISK�DVIS PDLA gED�INJDA 4�ACH ': x-15-201 i
OUTSIDE WALL' TIE D Off/N ` 1T H O.0- LO O R A5 NOTED
S 1
._....
..-.-.. _...-_..._ ._.__.... .I ...
0