HomeMy WebLinkAboutProduct Approval i
501 North Jackson Ave. Suite 2
Byars Building
Russellville,AL 35653
July 24, 2015
Mr.Jim Richmond
Florida Department of Business and Professional Regulation
Manufactu-red Building Program
1940 North Monroe Street FIL47
Suite 90A
Tallahassee, Florida 32399-072
RE: Plan Approval: Residential Lawn Storage Shed
Manufacturer:Weather King Portable Buildings
Plan Number/Marne: Loved Barn
Dear Mr. Richmond,
Pursuant to-the requirements of the Florida Department of Business and Professional
Reguiations,the above referenced documents have been reviewed-for compliance with:
2014 FBC, 5th Edition
2011 NEC (NEPA 70)
These plans cornply with Florida Produc:.Approval Rule 61620-3.006 (FAC).
A signed and sealed set of plans are maintained on file in the Third Pauly Agency of iEce of
National Design and Inspection.
All mandatory corinnents have been satisfied and plans are approved for construction by a
Modular building manufacturer that is currently approved by the Department of Business and
Professional Regulations.
If you have any questions or require my assistance in any way, please do not hesitate to contact
rn e.
Respectfully submitted,
John Farinelli, CBO, MCP,SMP49
WEATHER KING PORTABLE BUILDINGS
760 WES-TBROOK ROA® CIAPPROVEW
HICKORY, KY 42059 DOCUMENT
GENERAL NOTES: DESIGN CRITERIA: ITEMS BY OTHERS:
1.STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH 10.ALL ROOF DECKING IS TO BE%s O.S.B. 1.DESIGN LOADS ARE IN ACCORDANCE WITH THE FOLLOWING ITEMS MAY BE SUPPLIED AND
THE 2014 FLORIDA BUILDING CODE(FBC). THE FLORIDA BUILDING CODE,2014. INSTALLED BY OTHERS. THESE ITEMS MAY BE
11.ALL SIDING IS TO BE TREATED Ti-11,LP SMARTSIDE RISK CATEGORY I SUBJECT TO LOCAL JURISDICTION APPROVAL.
2.ALL MATERIALS AND CONSTRUCTION SHALL BE IN PANEL,OR 29 GA.METAL SIDING. WEATHER KING PORTABLE BUILDINGS IS NOT
ACCORDANCE WITH THE ABOVE CODES AT THE TIME OF 2.LIVE LOADS: RESPONSIBLE FOR THESE ITEMS.
MANUFACTURE. 12.ALL FLOOR JOISTS ARE TO BE PRESSURE TREATED FLOOR:40 PSF
SYP H2,OR BETTER. LOFT:10 PSF 1.THE FOUNDATION AND TIE-DOWN SYSTEM
3.DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS. ROOF:20 PSF
13.ALL WOOD FRAMING IS TO BE TO BE SPF 92 OR BETTER, 2.RAMPS,STAIRS,AND GENERAL ACCESS
4.STRUCTURES ARE CLASSIFIED AS"MINOR STORAGE UNLESS NOTED OTHERWISE. 3.WIND LOADS ARE BASED ON THE FOLLOWING:
FACILITIES"(RISK CATEGORY 1)AND SHOULD NOT BE ULTIMATE DESIGN WIND SPEED: 3.ELECTRICAL SERVICE HOOKUP
USED FOR HUMAN HABITATION. 14.ALL FLOOR DECKING IS TO BE%'TREATED PLYWOOD. (2014 FBC FIGURE 1609C)
UN-TREATED T&G PLYWOOD FLOORING MAY BE USED Vult=160 MPH
5.STRUCTURES ARE DESIGNED FOR LOCATIONS THAT HAVE A WHERE THE BOTTOM OF THE FLOORING IS OVER 18"ABOVE NOMINAL WIND SPEED,Vasd=124 MPH
3 SECOND WIND GUST OF 160 MPH FOR RISK CATEGORY I THE GROUND. RISK CATEGORY 1
STRUCTURES PER FIGURE 1609C OF THE 2014 FBC. EXPOSURE CATEGORY C
15.ALL SKIDS ARE TO BE 4x6 PRESSURE TREATED, INTERNAL PRESSURE COEFFICIENT:
6.SIDING FASTENERS SHALL NOT BE INSTALLED IN PANEL SIDING RATED FOR GROUND CONTACT. GCpi=10.18
GROOVES IN THE FIELD OF THE PANEL OR WHEN THE SIDING COMPONENTS&CLADDING:
GROOVES OCCUR AT CUT EDGES OF THE SIDING PANEL. 16.REFER TO THE SUPPLIED FASTENING SCHEDULE FOR LOADS SHOWN HAVE NOT BEEN ADJUSTED FOR
FASTENING BASED ON CONNECTION AND LOCATION OF LOAD COMBINATIONS IN FBC SECTION 1605.
7.STRUCTURES ARE DESIGNED FOR LOCATIONS THAT ARE NOT MEMBERS AS PER THE 2014 FLORIDA BUILDING CODE
IN FLOOD HAZARD AREAS. STRUCTURES SHOULD NOT BE TABLE 2304.9.1,UNLESS NOTED OTHERWISE. EFFECTIVE WIND AREA,Ae=10 FTr
USED IN OTHER LOCATIONS. ROOF-ZONE 1= 32.2,-51.1 PSF
17.ALL EXTERIOR NAILS ARE TO BE ZINC COATED. ROOF-ZONE 2= 32.2,-88.9 PSF
8.IN ACCORDANCE WITH FBC 1609.1.2,STORAGE SHEDS NOT ROOF-ZONE 3= 32.2,-131.5 PSF
DESIGNED FOR HUMAN HABITATION WITH A FLOOR AREA 18.STRUCTURES SHOULD HAVE 30 YEAR RATED ASPHALT WALL-ZONE 4=55.8,-60.5 PSF
OF 720 SQUARE FEET OR LESS ARE NOT REQUIRED TO COMPLY SHINGLES CONFORMING TO ASTM D3161(CLASS F) WALL-ZONE 5=55.8,-74.7 PSF
WITH THE MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS OR ASTM D7158(CLASS H)OR 29 GA METAL ROOF PANELS.
OF THE 2014 FBC. 4.CONSTRUCTION TYPE: V-S
19.ALL BUILDINGS ARE TO BE ADEQUATELY ANCHORED TO
9. IN ACCORDANCE WITH FBC 1008.1.1,BUILDINGS THAT ARE 400 TO RESIST WIND LOADS.ANCHORING OF THE BUILDING IS
SQUARE FEET OR LESS THAT ARE INTENDED FOR USE IN SUBJECT TO LOCAL JURISDICTION APPROVAL.
CONJUNCTION WITH ONE-AND TWO-FAMILY RESIDENCES
ARE NOT SUBJECT TO THE DOOR HEIGHT AND WIDTH
REQUIREMENTS OF THE 2014 FBC.
r
LOFTED BARN--FL®RIA-- IIN®®160 MPH--FRC 2014
f PROJECT NO: SHEET NUMBER
DATE: 07-21-2015
i'_ � e `,L
�l r DRAWN BY:
K'ing Q9Aay_ KLN S-0-LB-FL
:i. ppro;ocd r3T�i.� r ,
-t�-�� CHECKED BY: KLN
V
John FPORTABLEREVISION: SCALE:NONE
^••��b0i,4t1iBt�:S+''V a.inclL
7- ,/ &IoJo)ar Buildlnp Plan Eammricr flmiUa Genllicw.e EMP4
FASTENING SCHEDULE FASTENING SCHEDULE (CONT.)
CONNECTION FASTENING"' LOCATION CONNECTION FASTENING"' LOCATION
3-8d COMMON(2)4'z 0.1317 3-10d COMMION(3'z 0.148)
1.JOIST TO SILL OR GIRDER(SKID) 3-3'x 0.131•NAGS TOENAIL 1S.COLLAR TIE TO RAFTER 4-3'x 0.131NABS FACE NAR
3-3'14 GAGE STAPLES 4-3'14 GAGE STAPLES
2-8d COMMON(2N'x 0.131 3-16d COMMON(3&x 0.102')
2.BRIDGING TOJOIST 2-3'x 0.131'NAILS TOENAIL EACH END 16.JOIST TO BAND JOIST 4.3'x 0.131'NAILS FACE NAIL
2.3.14 GAGE STAPLES 4-3.14 GAGE STAPLES
lad
(W z 0.1357 AT 1S'O.C.
3.SOLE PLATE TO JOIST OR BLOCKING 3ILS'x 0.131'NAAT S•O.C. TYPICAL FACE NAIL �'AND LESS 2)5'x 0.113'NAGS'
3.14 GAGE STAPLES AT 12' 17.WOOD STRUCTURAL PANELS 1�'16 GAGE'O.C. SUBFLOOR,ROOF AND WALL 8d'OR Gd'
4.TOP PLATE TO STUD 3-3'x003MNNAAILS4' x 0.1620 END NAIL SHEATHING(TO FRAMING) reg.TO Y4' 2Vz0.113'NARS'
3-3.14 GAGE STAPLES 1 2".16 GAGE'
4.8d COMMON 0.131') '
OR LESS 64r
4-3'x 0.131-NABS TOENAIL 18.PANEL SIDING(TO FRAMING) S r
3-3'14 GAGE STAPLES
5.STUD TO SOLE PLATE 2,18d COMMON(3W z 0.162') '
3-3'x 0.131'NAILS END NAIL a.COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE OTHERWISE STATED.
3.3:14
GAGE STAPLES 6.NAILS SPACED AT 6INCHES ON CENTER AT EDGES.12 INCHES AT INTERMEDIATE SUPPORTS EXCEPT B INCHES AT SUPPORTS WHERE
SPANS ARE 48 INCHES OR MORE.NAILS FOR WALL SHEATHING ARE PERMITTED TO BE COMMON.BOX,OR CASING.
/6d(Wz0.135')AT29'O.C. c COMMON OR DEFORMED SHANK III -Yx0.113';Bd-2Y'x0.131`,1Dd-3'x0.140').
6.DOUBLE STUDS 3'x 0.131'NAILS AT V O.C. FACE NAIL
3'14 GAGE STAPLES AT B'O.C. d.COMMON(fid-Yx 0.113•;ed-2JYz 0.131';10d-3•x0.148'}
e.DEFORMED SHAW(6d-Y x 0.1136;8d-2J4'x 0.131;10d-3'x0.148-).
l6d(3)5'z002"AT 16'O.C. I.CORROSION-RESISTANT SIDING(6d•IWx 0.106';8d-2a/.'x 0.128OOR CASING(Fid-2'x 0.099•;6d-2�'x 0.113')NAIL
W x 0.131'NARSAT l-O.C. TYPICAL FACE NAIL g.FOR ROOF SHEATHING APPLICATIONS.8d NAILS(2)$•x 0.1137 ARE THE MINIMUM REQUIRED FOR WOOD STRUCTURAL PANELS.
3.14 GAGE STAPLES AT 1Y O.C. h.STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF%,INCH.
7.DOUBLE TOP PLATES 8-16d COMMON 3K'x 0.162") L FOR ROOF SHEATHING APPLICATIONS,FASTENERS SPACED 4 INCHES ON CENTER AT EDGES,8 INCHES AT INTERMEDIATE SUPPORTS.
12-W x 0,131'NA�LS LAP SPLICE I.FASTENERS SPACED 4 INCHES ON CENTER AT EDGES,81NCHES ON CENTER AT INTERMEDIATE SUPPORTS FOR SUBFLOOR AND
12.3'14 GAGE STAPLESWALL SHEATHING AND 31NCHES ON CENTER AT EDGES,61NCHES AT INTERMEDIATE SUPPORTS FOR ROOF SHEATHING.
2.16d COMMON(3}4'x 0.1627 F.FASTENERS SPACED 41NCHES ON CENTER AT EDGES,81NCHES AT INTERMEDIATE SUPPORTS.
e.TOP PLATES,LAPS AND 3-W x 0.131'NAILS FACE NAR
INTERSECTIONS 3-3'14 GAGE STARES
9.CONTINUOS HEADER(2)PIECES f6d COMMON(31�4�x 0.162') 18'O.C.ALONG EDGE
10.CEILING JOISTS TO PLATE 5-3w 0.131- ,x 0.131 TOENAIL 8 e
5-3'14 GAGE STAPLES jjt
11.CONTINUOS HEADER TO STUD 4-Bd COMMON(7Y'x CA 31' TOENAIL "APPROVED"
3-Bd COMMON1274•x0.131� DOCUMENT
12 RAFTER TO PLATE 3-3'x0.13''NARS TOENAIL
3-3'14 GAGE STAPLES
Rid COMMON(3'$'x 0.1620 24'O.C.
13.BUILT-UP CORNER STUDS 3'x 0.131'NAILS 16"0 .
3'14 GAGE STAPLES 16.O.C.
20d COMMON(4'.0.192')AT 3Y D.C. FACE NAIL AT TOP AND BOTTOM
3'x 0.131'NABS AT 24'O.C. STAGGERED ON OPPOSITE SIDES
3'14 GAGE STAPLES AT 24'O.C.
14.BUILT-UP BEAMS 2-20d COMMON(4''9-1
B27
3-3'x 0.131'NAILS FACE NAIL AT ENDS AND AT
3-3'14 GAGE STAPLES EACH SPLICE
LOFTED BARN--FLORA®A--1NIN®=160 IDPH--FRC 2014
PROJECT No:
- SHEET NUMBER
off" Data 7/Z/� a DATE: 07-21-2015
F)o.� C..-y'1.- ,L„L R
Y ..0 � }ya DRAWN BY: KLN
CHECKED BY: KILN S-o�1 1_LY_FL
ApproveDq �;T��✓o, ls3 J
g. y�j�' �
arvageulTl WeatheKing
M6_,taBUiICinD P3nsmJONn Fa,inc(p ca49 REVISION: SCALE:NONE
7'J3-1 Cc:Tilite� PORTABLE ` S q5u
I
32'-0"MAX LENGTH(11'-2'WIDE)
20'-0"MAX LENGTH(10'-0°WIDE)
16'-0"MAX LENGTH(8'-0"WIDE)
II I I I I I I I I I I I OUTSIDE 4x6 TRTD SKID
(REQ'D FOR 11'-2"WIDE
BUILDINGS ONLY)
q I I I I I I I I I I I I I I I I I I I I I I I INSIDE 4x6 TRTD SKID
N
OUTSIDE 46 TRTD SKID
(REQ'D FOR 11'-2"WIDE
II I I I I I I I I I I I BUILDINGS ONLY)
TREATED RIM JOIST NDI
CONT.2x4 TREATED FLOOR JOISTS Q 16"O.C.MAX.(8'&11'-2°WIDE) (TyP) OAPPROVEDR
CONT.2x6 TREATED FLOOR JOISTS Q 16"O.C.MAX(10'WIDE)
(SPLICED JOISTS ARE NOT PERMITTED) DOCUMENT
TYPICAL FLOOR FRAMING PLAN
,W
LOFTED BARN--FLORIDA--WIND-160 MPH--FBC 2014
- PROJECT No: SHEET NUMBER
DATE:
Date 7 Ni n J 07-21-2015
�i Plan Hu:�'t�` /a�
DRAWN BY: KLN
Appov¢d Dy ming CHECKED BY: KLN
John Farinevi REVISION:
SCALE
'NOT TO SCALEWeather S-1.0-LB-FL
-7-A-/t, Mwular 6uiking Mom E-3-11—,r Fkrsua Ce,i,ficatc!;MpgS PORTABLE BUILDINGS
i
32'-0-MAX LENGTH(I V-2"WIDE)
20'-0"MAX LENGTH(10'-0-WIDE)
4'-0"OR 6'-0"
IL PORCH 2x4 STUD WALL TREATED RIM JOIST
o ABOVE (TYP)
3
S�2 OUTSIDE 4x8 TRTD SKID
(REO'D FOR 1 V-2"WIDE
BUILDINGS ONLY)
N
Y I INSIDE 4x6 TRTD SKID
O �
4
0
OUTSIDE 4x6 TRTD SKID
(REO'D FOR 11'-2"WIDE
SPAN OF TRTD I BUILDINGS ONLY)
PORCH DECKING
TRTD POST CONT.2x4 TREATED FLOOR JOISTS @ 16-O.C.MAX.(8'&11'-2"WIDE) NDI
4x ABOVE(TYP) IT 2x6 TREATED FLOOR JOISTS @ 16"O.C.MAX(10'WIDE) "APPROVED"
' (SPLICED JOISTS ARE NOT PERMITTED) DOCUMENT
OC'1A ENT
5.32 IJ' lJ'1ti 6,
TYP
LOFTED BARN CABIN FLOOR FRAMING PLAN (OPTIONAL)
LOFTED BARN
--FLORIDA--WIND=160 MPH--FEC 2014
PROJECT No: SHEET NUMBER
DATE:
07-21-2015
Weather K'jn'gc,)
CDRAWN HECKS Y: KILN S-1.1-LE-FL
APRrovrd8y "'°'fL�....tY .2i CHECKED BY: KLN
John Farinel0 ®��-p—p, ` p REVISION: SCALE:NOT TO SCALE
oaarraun��'� L'sxlulnr Oui4Jn Pl.,w E-m,ner Flenda Certilkwa S617a4 PORTABLE A L U
7-13-�5 a
i
32'-0"MAX LENGTH(11'-2-WIDE)
20'-0"MAX LENGTH(10'-0"WIDE)
TREATED RIM JOIST
4— (TYP)
OUTSIDE 46 TRTD SKID
(REQ'D FOR 11'-2"WIDE
BUILDINGS ONLY)
N
`Y INSIDE 4x6 TRTD SKID
O
31
41 "4
0
OUTSIDE 4x6 TRTD SKID
O (REQ'D FOR 11'-2"WIDE
a BUILDINGS ONLY)
3 a
S�1
OPP `r
2x4 STUD WALL
4x6 TRTD POST 1 2 ABOVE(ll P) CONT.2x4 TREATED FLOOR JOISTS @ 16"O.C.MAX.(8'&I V-2-WIDE)
ABOVE OST S-32CONT.2x6 TREATED FLOOR JOISTS @ 16"O.C.MAX(10'WIDE)
SPAN OF TRTD (SPLICED JOISTS ARE NOT PERMITTED)
12'-0"MAX PORCH PORCH DECKING NDI
"APPROVED11
SIDE LOFTED BARN CABIN FLOOR FRAMING PLAN (OPTIONAL) DOCUMENT
LOFTED BARN-FLORIDA-WIND=160 ®®FEC 2014
P SHEET NUMBER
ev: 07-2
1-2015ar ��& No. ' _�!/ LN
A7ro4ed 6yPad RevS
Weathe
SCALE:NOT TO SCA
LEKLN0 GJ S-1.2-LB-FL
Mcxu^ Uudnp PWu Enmmw Fjada CrifCPORTABLE BUILDING
'Cate SMP4,,
1
i
32'-0"MAX LENGTH N�gD�y
i`iEfI
a 4-0° "APPROVED"
2x4 STUD WALL
o ABOVE(TYP) DOCUMENT
3 II
OUTSIDE 4x6 TRTD SKID
iv Y INSIDE 4x6 TRTD SKID
N
it I
1
OUTSIDE 4x6 TRTD SKID
SPAN OF TRTD
PORCH DECKING
TREATED RIM JOIST
4x6 TRTD POST 1 2 (TMP) CONT.2x4 TREATED FLOOR JOISTS @ 16"O.C.MAX.
ABOVE(TYP) 5�2 5 32 (SPLICED JOISTS ARE NOT PERMITTED)
DELUXE LOFTED BARN CABIN FLOOR FRAMING PLAN(OPTIONAL)
-.
LOFTED BARNL--FORIDA--WIND=160 MPH--FRC 2014
{ Z_
PROJECT No: SHEET NUMBER
^f� DATE:
1 - °--`7
/ -- ® 07-21-2015
.'�G/
al. �`/_� r Ptan tdn !^-�ow-�. W,eather
- DRAWN BY: KLN -1.3—LB—FL
�� R���A{�rovedDy �, CHECKED BY: KLN S 1.3 r3/ LL
rneao++++ JI alio farincifi
PORTABLE
O RTA B p E B U I■ DINGS REVISION: SCALE:NOT TO SCALE
'-�3-/;' Ata1u4-r Bu�idueg Plans Eranimcr Finw;y CE�tilitatc ShIPaU �Y L 6.P Y L iJ ®'K+ii
32'-0"MAX LENGTH NDI
"APPROVED,,
DOCUMENT
77 1 1
OUTSIDE 46 TRTD SKID
iv V INSIDE 4x6 TRTD SKID
to
z—OUTSIDE 4x6 TRTD SKID
TREATED RIM T JOIS
'ST
(TMP)
CONT.2x4 TREATED FLOOR JOISTS 0 12"D.C.MAX.
(SPLICED JOISTS ARE NOT PERMITTED)
LOFTED BARN GARAGE FLOOR FRAMING PLAN(OPTIONAL)
-®FRC 2014
--FLORID
A--WlND=160 MPH
LOFTED BARN
PROJECT NO:
SHEET NUMBER
Z, Z: DATE: 07-21-2015
71,2
DRAWN BY: KLN -1.4-LB-FL
4L -ter Min
ApMd"'d By CHECKED BY: KLN S
Njulm Fa,incifl. REVISION: SCALE:NOT TO SCALE
3, GS
!jodta,suillf"o Pi=s Exz.n.—,Fl—,:.C-tificzle slom PORTABLE BUILDIN
i
i
32'-0"MAX LENGTH(11'-2"WIDE)
20'-0"MAX LENGTH(10'-0"WIDE)
16'-0-MAX LENGTH(8'-0"WIDE)
r NDI
"APPROVED"
- - - - DOCUMENT
10
z
0
o m
— RIDGE FASTEN ROOF SHEATHING TO
FRAMING AT 6 INCHES O.C.AT
EDGES AND IN THE FIELD,UNO.
N I REFER TO FASTENING SCHEDULE
1 m FOR ADDITIONAL INFORMATION.
-0" VARIES '-0"
SHOP-BUILT ROOF TRUSSES
AT 24"O.C.REFER TO SHEET S-2.2 FASTEN ROOF SHEATHING TO RIDGE
FRAMING AT 4 INCHES O.C.AT
EDGES AND IN THE FIELD WITHIN
THE END STRIP AT-EACH ENDWALL.
REFER TO FASTENING SCHEDULE V.
FOR ADDITIONAL INFORMATION. Ki
ROOF FRAMING PLAN ROOF SHEATHING DIAGRAM
LOFTED BARNL)--FLORIA--WIND®160 MPH--FBC 2014
PROJECT No: SHEET NUMBER
y' Oate 7 ' ® DATE: 07-21-2015
Pian
an 11b:_i - '� G) KLN S-1.5-Lb-FL
,4 DRAWN BY:
AF�v�d HyWc-Nather CHECKED BY: KLN
+., Jnhn Farinclfl �8 �'�'� �' REVISION: SCALE:NOT TO SCALE
- 3-/y MdSuLxBuikfi�i{!{�Iurta Eaimuecr Flrna Ccrtifical,5 1i�•n
i
%s"OSB DECKING Wl 7/s'OSB DECKING Wl
ASTM D3161 CLASS F OR ASTM D3161 CLASS F OR
ASTM D7158 CLASS H ASTM D7158 CLASS H
ASPHALT SHINGLES
ASPHALT SHINGLES OR
29-GAGE METAL ROOFING
29-GAGE METAL ROOFING
SHOP BUILT TRUSS @ 24"O.C. SHOP BUILT TRUSS @ 24"O.C.
(MATCH STUD SPACING) pis'OSB DECKING @LOFT AREAS. (MATCH STUD SPACING) ���OSB DECKING @ LOFTAREAS.
SEE SHEET FOR FASTEN TO LOFT FRAMING AT SEE SHEET S22 FOR FASTEN TO LOFT FRAMING AT
ADD'L INFORMATION. 6"O.C.AT EDGES AND IN THE FIELD. ADD'L INFORMATION. 6"D.C.AT EDGES AND IN THE FIELD.
REFER TO FASTENING SCHEDULE. REFER TO FASTENING SCHEDULE.
PROVIDE CONT.METAL PROVIDE CONT.METAL
DRIP EDGE AT EAVES DRIP EDGE AT EAVES
D GABLE
REF.DETAIL 3NS-3.0(TYP) REF.DETAIL 31S -3.0(TYP)
w
2x4 STUDS 2x4 STUDS
o@ 24"O.C. 2x4 LOFT JOIST @ 24"O.C.(8'WIDE) " @ 24"O.C. 2x6 LOFT JOIST @ 24'O.C.
2x6 LOFT JOIST @ 24"O.C.(10'WIDE)
%"TI-11 SIDING, i7 %'T1-11 SIDING,
io %-LP SMARTSIDE %"TREATED PLYWOOD io ae"LP SMARTSIDE 5/"TREATED PLYWOOD
PRECISION SERIES FLOOR DECKING.FASTEN PRECISION SERIES (4)4x6 TRTD SKID FLOOR DECKING.FASTEN
190 SIDING,OR TO FLOOR FRAMING AT 190 SIDING,OR TO FLOOR FRAMING AT
29 GA METAL SIDING 6"O.C.AT EDGES AND IN 29 GA METAL SIDING 6'O.C.AT EDGES AND IN
THE FIELD.REFER TO FASTENING THE FIELD.REFER TO FASTENING
SCHEDULE FOR ADD'L INFO. -01- u u SCHEDULE FOR ADD'L INFO.
w o (2)4x6 TRTD SKID t 5'-0" 2x4 TRTD FLOOR JOISTS
a @ 16"O.C.MAX(8'WIDE) t 6-4"
�: 0 8'-0'OR 10'-0" 2x6 TRTD FLOOR JOISTS
202x4 TRTD FLOOR
@ 16"O.C.MAX(10'WIDE) 11'-2" JOISTS @ 16"O.C.MAX
0
VOR 10'WIDE 11'-2"WIDE
NOTES FOR METAL WALLIROOF PANELS: ��9e D1g6
1)RIBS OF METAL WALL PANELS RUN HORIZONTALLY. 96
2)METAL PANELS ARE TO BE ATTACHED TO WOOD FRAMING "APPROVED"
IN ACCORDANCE WITH DETAIL 4 ON SHEET S-3.
3)METAL PANELS ARE TO BE SCREWED TO RIM BOARDS @ 9"O.C. DOCUMENT
EN
NOTE:REFER TO FASTENING SCHEDULE ON SHEETS-0.1 BUILDING SECTION
FOR MEMBER ATTACHMENTS UNLESS NOTED OTHERWISE.
LOFTED BARN-FLORIDA-WIND=160 MPH--FRC 2014
PROJECT No: SHEET NUMBER
D 7.2y g liza,
DATE:
07-21-2015
i _, _/�,f/• s.e /r ?tan No„-!e
'/ DRAWN BY:
Wela,-N-her S-2.0-'Lrb%-FLCHECKED BY: I(LN
.; ... .. ' \J John F.rinelA
AwOvhrrntrc�ecv"•,`'"` 7`) ry Modu4v Oui big PL,.,riainuter Poalda Ccdik2la SPdP43PORTABLE �' REVISION: SCALE:NOT TO SCALE
3-
ROOF TRUSS
ROOF TRUSS
REFER TO DETAIL 5 ON 2x4 STUDS @ 24'O.C.
REFER TO DETAIL 5 ON 2x4 STUDS @ 24'O.C. SHEET S3.1 FOR STRAP REF DETAIL 1/S3.3
SHEET S3.1 FOR STRAP REF DETAIL 1/S3.3 ATTACHMENT.(TYP)
ATTACHMENT.(TYP) 20 TOP PLATE
2Yg"-20 GA METAL 2Y2-20 GA METAL
STRAP BRACING STRAP ATTACH STRAP TO EACH
EP 20 A
REQUIRED FOR 2x4 TOP PLATE REQUIRED FOR STUD W/(2)8d NAILS MIN.
METAL WALL METAL WALL (TYP)
SIDING ONLY(TYP) 4'-0'MAX SIDING ONLY(TYP) 6'-0"MAX OPENING
OPENING
REFER TO DETAIL 4 ON REFER TO DETAIL 4 ON
SHEET S3.1 FOR STRAP SHEET S311 FOR STRAP
ATTACHMENT.(TYP)
ATTACHMENT.(TYP)
8'WIDE FRONT ENDWALL 11'-2"WIDE FRONT ENDWALL
ROOF TRUSS (10'WIDE SIMILAR) ROOF TRUSS
2x4 STUDS @ 24'O.C. 2X4 STUDS @ 24.O.C.
REFER TO DETAIL 5 ON REF DETAIL 1/S3.3 REFER 3. FOR STRAP DETAIL 5 ON REF DETAIL 1/S3.3
SHEET S3.1 FOR STRAP SHEET
ATTACHMENT.(TYP) 2x4 TOP PLATE ATTACHMENT.
MENT.(TYP) 2X4 TOP PLATE
OPTIONAL WINDOW
2Y"-20 GA METAL 36'WIDE MAX(TYP) ZY:'-20 GA METAL
BRACING STRAP BRACING STRAP ATTACH STRAP TO EACH
Tf;
REQUIRED FOR ATTACH STRAP TO EACH REQUIRED FOR STUD W/(2)8d NAILS MIN.
METAL WALL STUD W/(2)8d NAILS MIN. METAL WALL (TYP)
SIDING ONLY(TYP)
SIDING ONLY(TYP) (TyP)
REFER TOO ATTACHMENT.(TYP)
FOR
4 ON REFER TO DETAIL 4 ON
SHEET TFOR STRAP SHEET S3.1 FOR STRAP
ATTACHMENT.(TYP)
8'WIDE REAR ENDWALL 11'-2"WIDE REAR ENDWALL 11APPROVE®"
(10'WIDE SIMILAR) 1 DOCUMENT
H. -WIND=160 MPH
LOFTED BARN--FLORIDA
®FRC 2014
PROJECT NO: SHEET NUMBER
,' aM DATE: 07-21-2015
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i
GENERAL NOTES: 2x4 TRUSS 2x4 TRUSS
MEMBER(TYP) MEMBER(TYP) 4C 2x4 TRUSS
2x4 TRUSS GZ PLATE (TYP)
1.REFER TO SHEET S-0 FOR DESIGN LOADS. ^NOTE
LATE (TYP)
2.MAXIMUM TRUSS SPACING=24'O.C.3.TRUSS TOP CHORD SHALL BE BRACED W/STRUCTURAL WOOD 'SHEATHING ATTACHED DIRECTLY TO TRUSS MEMBERS. 64.ALL TRUSS MEMBERS ARE TO BE SPF#2 OR BETTER. ---- SEE NOTE 10 ----
5.TRUSS PLATES ARE TO BE A MINIMUM OF 20 GAGE(MT20) 8.00 I 11'-2^
PRESSED IN PLACE EACH SIDE OF TRUSS.
6.REACTIONS DUE TO WIND ARE BASED ON MWFRS END ZONE MAX REACTIONS MAX REACTIONS
PRESSURES.INDIVIDUAL MEMBERS DESIGNED FOR ZONE 2 HORIZ: 122 LBS. HORIZ: 127 LBS.
COMPONENTS AND CLADDING WIND PRESSURE. UPLIFT: -195 LBS. UPLIFT: -278 LBS.
GRAVITY: 216 LBS. GRAVITY: 297 LBS.
7.DEFLECTION MEETS U240 LIVE LOAD AND U180 TOTAL LOAD.
8'WIDE LOFTED BARN TRUSS 11'-2"WIDE LOFTED BARN TRUSS
8.LOAD DURATION ADJUSTMENT FACTORS:
LIVE:1.25
WIND: 1.60
9.REPETITIVE MEMBER INCREASE:1.15 2x4 TRUSS
MEMBER(TYP)
10.HORIZONTAL THRUST IS TO BE RESISTED BY LOFT JOISTS. 3:101 q 2x4 TRUSS
REFER TO SHEETS S-2.0 AND S-3.0 FOR LOFT JOIST SIZE,AND ? PLATE (TYP)
ATTACHMENT INFORMATION.
NDIeo
OTE10 "APPRO ti ED"
------ DOCU41ENT
� T
MAX REACTIONS
HORIZ: 121 LBS.
UPLIFT: -250 LBS.
GRAVITY: 270 LBS.
10'WIDE LOFTED BARN TRUSS
L® DBARN--FL0RlDA--WlND=160 MPH--FRC 2014
PROJECT NO: SHEET NUMBER
/) DIItr.�o2!f P DATE: 07-21-2015
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@ 6"O.C.IN FIELD W/3"NAILS @ 6"INTO BRIDGING (5)tOd NAILS MIN
&ALONG EDGES. &(3)3"NAILS TOENAILED INTO SKID
(SPACE NAILS AT FLOOR JOIST METAL DRIP EDGE. LOFT JOIST
3"O.C.ALONG PANEL 5SKI
SKIDNAILS ATTACH TO ROOF
EDGES AT ENDWALLS) p�p� w/1"x3/4"STAPLES
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N EACH
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(3)3"NAILS ? TO TOP PLATE W/ 2x4 TOP PLATE
r (4)101 NAILS MIN
1-TYPICAL DETAIL 2-FLOOR JST TO SKID DETAIL 3-LOFT EAVE DETAIL
#10 x 1Y2"WOOD SCREWTOP PLATE 2x4(TYP)
EACH SIDE OF EVERY MAJOR ROOF TRUSS 3"NAILS @ ENDWALL HEADER FOR
RIB. ALIGNED WITH 8"O.C. OPENINGS
STUD ON ONE OPENINGS HEADER
6ER FFOOR
OPENINGS UP TO 4'-0".
SIDE OF WINDOW
(2)2x4 w/%e"OSB
FLITCH PLATE
NOTE: (1)2x4,FLAT NOTE: SIDEIAL HEADER FOR
FASTENING PATTERN AT ENDLAP ALL MEMBERS ALL MEMBERS OPENINGS UP TO 6'-0".
#10 x 1Y2"WOOD SCREW ARE 20ARE 2x4,UNO
OR
ONE SIDE OF EVERY MAJOR (2)2x6 wl 3/16"OSB
RIB. FLITCH PLATE FOR OPENINGS HEADER
38"MAX `TMP)NAILS 25"MAX FOR OPENINGS
UP TO 8'-W
_I I NOTES:
Jyr 1.PROVIDE 2x4 CRIPPLE STUD UNDER EACH END OF
HEADER.NAIL TO ADJACENT STUD PER FASTENING
FASTENING PATTERN AT INTERIOR OF PANEL STUD SCHEDULE.TYPICAL AT ALL OPENINGS.
2.SEE FASTENING SCHEDULE NOTE#14 FOR FASTENING
DETAIL ENDWALL DETAIL na SIDEWALL OF HEADER ASSEMBLIES,UNO.
4-METAL PANEL FASTENING DETAIL 5-TYP WINDOW FRAMING 6-DOOR HEADER SCHEDULE
LOFTED BARN--FL0RlDA--WlND=160 MPH--FBC 2014
' NOTE: REFER TO FASTENING SCHEDULE ON SHEET S-0.1 FOR ATTACHMENT PROJECT NO: SHEET NUMBER
INFORMATION NOT NOTED ON THIS SHEET. DATE: 07-21-2015
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(TYP) JOINT TOP PLATE
2x4 SPLICE TREATED 2x4 x 6'-0"LONG
(10)8d NAILS PLATE SPLICE PLATE CENTERED
EACH SIDE ON SPLICE,EACH: OF
STUD OF JOINT SKID Wl 2 ROWS 10d NAILS TREATED 4x6
(TYP) 24" MAX 24" MAX @ 4"O.C.STAGGERED SKID
1—WALL TOP PLATE SPLICE DETAIL ?Y"-20 GA STEEL STRAP. ���
WRAP AROUND JOIST& 2—SKID SPLICE DETAIL d:yc�i�p�l�� „
SIMPSONMTS16 ATTACH TO 10d X JOIST DOCUMENT
STRAP Wl(7)10d x IV*R'TE'
B DECKING. EACH SIDE F JOIST.ILS
NAILS(MIN)IN EACH2.0 FOR
END OF THE STRAPHMENT. TOP PLATE
AT EACH TRUSS. 2Yi-20 GA STEEL STRAP.
WRAPAROUND LOFT JOIST WRAP OVER WALL TOP
PORCH HEADER, PLATE.PROVIDE(3)8d 3"NAILS 2x4 STUD
NAILS INTO TOP OF PLATE. @ 8"O.C. (END WALL)
PROVIDE(5)10d NAILS MIN
INTO STUD/SIDE OF PLATE. (2)2x4 STUDS
(SIDE WALL)
PORCH POST BEYOND. TE EXTENDED
REF DETAILS ON FROM BUILDING
SHEET S3.2 FOR
ADD'L INFO. 2x4 TRTD BEAM ATTACHED TO
EXTENDED TOP PLATE. (2)3"NAILS
�`
REF.FASTENING SCHEDULE /11-/ AT 8"O.C.
FOR ATTACHMENT. STUD
NOTE:REFER TO 31S3.0 FOR INFO NOT SHOWN. 4-STRAP ATTACHMENT 5—STRAP ATTACHMENT 6—TYPICAL CORNER DETAIL
3—PORCH EAVE DETAIL SCALE=1Y2"=1'-0" SCALE=1Yz"=1'-0"
LOFTED BARN--FL0RlDA--WlND=160 MPH--FRC 2014
NOTE: REFER TO FASTENING SCHEDULE ON SHEET S-0.1 FOR ATTACHMENT PROJECT NO: SHEET NUMBER
INFORMATION NOT NOTED ON THIS SHEET,
DATE: 07-21-2015
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1"=1'-0
SIMPSON MTS16 SIMPSON MTS16
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SCREWS THROUGH (TYP) (TMP)
TOP PLATES INTO
ROOFTRUSS
4x6 P.T.POST (TYP)
%"P.T.PLYWOOD
CEILING AT PORCI I
ONLY.
(2)%e x 6"LAG LOFT JOIST
4x6 P.T. SCREWS THROUGH (TYP)
POST TOP PLATES INTO
46 P.T.POST
P.T.lx PORCH BOARDS
w/(2)3"NAILS INTO
CONT.2x P.T. EACH FLOOR JOIST
RIM JOIST
2x4 TRTD BEAM ATTACHED TO TOP PLATE EXTENDED
4x6 P.T. EXTENDED TOP PLATE. CUT CORNER TO PORCH POST
REF.FASTENING SCHEDULE STUDS SHORT
POST FOR ATTACHMENT. TO SUPPORT
(6)3"NAILS(MIN) PORCH BEAM
FROM END JOIST 4x6 P.T.SKID
INTO CORNER POST
P.T.1x PORCH BOARDS SOLE PLATE
w/(2)3"NAILS INTO STUD WALL (TYP)
1-CORNER PORCH POST DETAIL EACH FLOOR JOIST
4x6 P.T.
POST P.T.1x PORCH BOARDS
w/(2)3"NAILS INTO
CONT.2x P.T. EACH FLOOR JOIST
RIM JOIST 4x6 P.T.SKID
REF DETAILS 1&2/S3.2
FOR POST BASE
ATTACHMENT FLOOR JOIST
PORCH VARIES(SEE PLAN) (TMP)
(8)3"NAILS(MIN) 4x6 P.T.SKID a
FROM JOIST ap®1
INTO POST N
NOTE:REFER TO DETAILS 1/S3.2 AND 2/83.2 FOR INFO NOT SHOWN. uA PPRO ED"
NOTE:REFER TO 1/S3.2 FOR INFO NOT SHOWN. i 1! Fti0.� iJ
DOCUMENT
2-INTERMEDIATE PORCH POST DETAIL 3-OPTIONAL PORCH SECTION
LOFTED BARN--FL0RlDA--WlND=160 MPH--FRC 2014
NOTE: REFER TO FASTENING SCHEDULE ON SHEET"A FOR ATTACHMENT PROJECT NO: SHEET NUMBER
- INFORMATION NOT NOTED ON THIS SHEET.
1- o DATE- 07-21-2015
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2x4 STUDS(FLAT)
@ 24"O.C.TOENAIL
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(2)3"NAILS
CONTINUOUS
ALUMINUM Z-BAR LOFT JOIST
FLASHING AT
HORIZONTAL SIDING
JOINT.ATTACH TO 2x4 TOP PLATE
FRAMING w/VOW
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f INFORMATION NOT NOTED ON THIS SHEET. • DATE: 07-21-2015
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PROVIDE CONTINUOUS
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ATTACH TO FRAMING W/1°x%' L —
STAPLES AT 12°O.C.(TYP)
FRONT ELEVATION I/OORND WINDOW LOCATIONS SIDE ELEVATION
VENT.ATTACH PER
MANUFACTURER VARY PER CUSTOMER.
SPECIFICATIONS.(TYP)
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STAPLES AT 12°O.C.(TYP) WINDOWS,DOORS,AND TRIM SHOWN ARE CONCEPTUAL.ACTUAL WINDOW,DOOR,AND TRIM
MAY VARY PER CUSTOMER REQUEST.
OPTIONAL DOOR OR WINDOW.
LOCATIONS VARY PER CUSTOMER.
REAR ELEVATION
LOFTS® BARNu--FLRI®A--1NIN®=160 MPH--FRG 2014
A s PROJECT NO: SHEET NUMBER
DATE:
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WEATHER KING PORTABLE BUILDINGS
760 WESTBROOK ROAD
HICKORY, KY 42051
GENERAL NOTES:
1.ANCHORING PLANS ARE TO BE USED IN CONJUNCTION WR1�PLANS, 8. GROUND ANCHORS DESIGNED FOR SOIL CLASS 4a OR BETTER.
SUBMITTED SEPARATELY.
SOIL CLASS 4a: CONSISTS OF LOOSE TO MEDIUM DENSE SANDS,FIRM TO STIFF CLAYS AND SILTS,ALLUVIAL FILL.
2.DESIGN LOADS ARE IN ACCORDANCE WITH THE 2014 FLIDA ING CODE. BLOW COUNT,PER ASTM D1586,OF 18 TO 23,AND A READING ON A TORQUE PROBE OF 276 TO
350 INCH POUNDS.THE MINIMUM ANCHOR LENGTH FOR SOIL CLASS 4a SHALL BE 48 INCHES.
3.WIND LOADS ARE BASED ON THE FOLLOWING:
ULTIMATE DESIGN WIND SPEEDS:(2014 FBC FIGU
Vult=120 MPH
Vu8=140 MPH
Vult=160 MPH
RISK CATEGORY I
EXPOSURE CATEGORY C
INTERNAL PRESSURE COEFFICIENT. GCpi=t0.18
4.THE MINIMUM ANCHORAGE SHALL BE AN ANCHOR AT EACH CORNER OF THE BUILDING.
LOCATE THE ANCHOR WITHIN 12 INCHES FROM THE CORNER. REFER TO ANCHOR SCHEDULE FOR
ADDITIONAL ANCHORS THAT MAY BE REQUIRED.ANY ADDITIONAL ANCHORS BETWEEN THE CORNERS
SHALL BE SPACED EQUALLY.
5.WEATHER KING IS NOT RESPONSIBLE FOR THE PREPARATION OF THE PROPOSED SITE OR
DETERMINATION OF THE SITE'S SUITABILITY TO SUPPORT THE PROPOSED STRUCTURE IT IS THE
PROPERTY OWNER'S RESPONSIBILITY TO DETERMINE IF SITE CONDITIONS ARE SUITABLE TO SUPPORT
THE STRUCTURE.
6.TIE-DOWNS AND EARTH ANCHORS ARE TO BE SUPPLIED AND INSTALLED BY THE PROPERTY OWNER.
WEATHER KING IS NOT RESPONSIBLE FOR ANCHORING THE BUILDING.
7.THE SCHEDULES INDICATE THE RECOMMENDED NUMBER AND TYPE OF BUILDING ANCHORS TO BE
INSTALLED BY THE PROPERTY OWNER ALONG EACH SIDE OF THE BUILDING.GROUND ANCHORS
SHALL BE RATED FOR SOIL CLASSIFICATION 4a. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO
VERIFY THE SOIL TYPE FOR THE SITE WHERE THE BUILDING IS TO BE PLACED.
°�)PF-x, MASTER ANCHORING PLANS--FLORIDA--FBC 2014
No. 72 *% PROJECT NO:
SHEET NUMBER
'Rj, �A� DATE: 07-21-2015 s
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REVISION: SCALE:NONE
SCHEDULES FOR GROUND ANCHORS W/STRAPS
UPLIFT ANCHORAGE SCHEDULE FOR WIND UP TO 120 MPH
BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING
WIDTH 10'-0' 12'-0- 14'-0' 16'-0- 18'-0' 20'-0- 22'-0' 24W 26'-0- 28'-0- 30'-0' 32'-0'
8'-0- 2 2 3 3 - - -
10'-0' 2 2 2 3 33 - - -
11'-2' - - - 3 3 3 1 3 3 3 3 3 4
UPLIFT ANCHORAGE SCHEDULE FOR WIND 121 TO 140 MPH
BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING
WIDTH 10'-0- 12'-0- 14'-0' 16'-0- 18'-0. 20'-0- 22'-0- 24'-0' 26'-0" 28'-0- 30'-0' 32'-0'
3 3 4 4 - - - -
100- 3 3 3 3 4 4 -
3 4 4 4 4 5 5 5 5
UPLIFT ANCHORAGE SCHEDULE FOR WIND 141 TO 160 MPH
BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING
WIDTH 10'-0- 12'-0- 14'-0- 16'-0- 18'-0- 20'-0- 22'-0- 24'-0- 26'-0- 28'-0- 30'-0' 32--0-
81-0' 4 4 5 5 - - - - -
10'-0' 4 4 4 4 5 1 5 1 - - - -
11'-2" 4 5 5 5 5 1 6 1 6 7 7
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SCHEDULES FOR EYE ANCHORS BOLTED TO BUILDING
UPLIFT ANCHORAGE SCHEDULE FOR WIND UP TO 120 MPH
BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING
WIDTH 10'-0' 12'-0- 14'-0' 16'-0- 18'-0' 20'-0' 2Z-0- 24'-0- 26'-0- 28'-0' =.0- 32'-0'
2 3 3 4 - I - - - - -
100- 2 3 3 3 4 4 - -
11'-2" - - - 3 3 1 3 1 3 4 4 1 4 4 5
UPLIFT ANCHORAGE SCHEDULE FOR WIND 121 TO 140 MPH
BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING
WIDTH 10'-0' 12'-0- 14'-0" 16'-0" 18'-0' 20'-0- 22'-0" 24'-0' 26'-0- 28'-0' 30'-0" 32'-0.
8'-0- 4 4 5 5 - - - - I - - -
10'-0" 3 4 4 4 5 5 1 - - I - -
11-2' - - 4 5 5 1 5 5 1 6 1 6 7 7
UPLIFT ANCHORAGE SCHEDULE FOR WIND 141 TO 160 MPH
BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING
WIDTH 10-0'I 12'-0- 14'-0' 16'-0" 18'-0" 20'-0' 22'-0- 24'-0' 26'4' 28'-0' 30'-0' 32'-0"
6 6 - - - -
10'-0' 4 5 5 5 6 6 - - -
117-2" 5 6 6 1 7 7 1 8 8 8 9
� uN°" °. MASTER ANCHORING PLANS--FLORIDA--FBC 2014
• N0.772 9 * PROJECT NO:
All SHEET NUMBER
�,A, DATE: 07-21-2015
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/hh//nnptft�7-Zp-/$ PORTABLE BU1LD1NGS REVISION: SCALE:
PROVIDE 2x TRTD BLOCKING AT BOLT 20 GA.x 1Ya WIDE GALVANIZED
LOCATION.PLACE W/GRAIN RUNNING STRAP EXTENDED OVER SKIDS.
VERTICALLY. ATTACH TO RIM JOIST
ATTACH ANCHOR TO W/(6)10d NAILS MIN. ATTACH TO ANCHOR W/SLOTTED
RIM BOARD WI Y2-0 BOLT PER MANUF.SPECS.
BOLT W/WASHER
(GALV.)
N
REFER TO SCHEDULE REFER TO SCHEDULE
FOR ANCHOR INFO. FOR ANCHOR INFO.
FINISH FINISH OUTSIDE
GRADE GRADE SKID(TYP)
1-BOLTED EYE ANCHOR DETAIL 2-TYPICAL ANCHOR W/STRAP DETAIL
OUTSIDE
20 GA.x 1Y4'WIDE GALVANIZED SKID(TYP)
STRAP EXTENDED OVER SKIDS.
ATTACH TO ANCHOR W/SLOTTEDRECOMMENDED GROUND
BOLT PER MANUF.SPECS.
_ W�o ANCHOR SCHEDULE
�a-
TIE DOWNR NCHOR FINISH S OO -
SOIL
GRADE w o ANCHOR DESCRIPTION
REFER TO SCHEDULE m CLASS
FOR SPACING(TYP) �a j Se'0 ROD x 48'LONG w/(1)6'HELIX
a
%y OROD x48'LONG w!(1)6'HELIX
4a % 0 ROD x 48'LONG w/(2)4'HELIX
EYE ANCHOR-%"0 ROD x 48'LONG w/(1)6"HELIX
EYE ANCHOR-Y4'0 ROD x 48'LONG w/(1)W HELIX
NOTE:REFER TO NOTE 8 ON SHEET S-0 FOR SOIL CLASS
DESCRIPTION.
ATTACH ANCHOR TO CONCRETE SLAB ON
CONCRETE W/V8"DIA. GRADE BY OTHERS.
EXPANSION BOLT W/ 4"MIN
3"EMBEDMENT(TYP)
3-TYPICAL CONCRETE ANCHOR W/STRAP DETAIL
"""�L1�N""""
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MASTER ANCHORING PLANS
J4 .
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DATE: 07-21-2015
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REVISION: SCALE:1'=1'-0
PROVIDE 2x TRTD BLOCKING AT BOLT 20 GA.x 1Ya WIDE GALVANIZED _
LOCATION.PLACE W/GRAIN RUNNING STRAP EXTENDED OVER SKIDS.
VERTICALLY.ATTACH TO RIM JOIST
ATTACH ANCHOR TO W/(6)10d NAILS MIN. ATTACH TO ANCHOR W/SLOTTED
OUTSIDE
BOLT PER MANUF.SPECS. FINISH
RIM BOARD W/Y2 PJ SKID SIDETYP) GRADE
BOLT W/WASHER
(GALV.) FINISH
GRADE
N
REFER TO SCHEDULE '? REFER TO SCHEDULE 1 '
FOR ANCHOR INFO. FOR ANCHOR INFO.
OPTIONAL 16"x16"x4"SOLID MASONRY OPTIONAL 16"x16°x4"SOLID MASONRY
BLOCK PAD.REFER TO SCHEDULE BLOCK PAD.REFER TO SCHEDULE
FOR QUANTITY AND SPACING. FOR QUANTITY AND SPACING.(TYP)
1-BOLTED EYE ANCHOR DETAIL W/OPTIONAL BLOCK PAD 2-TYPICAL ANCHOR W/STRAP DETAIL W/OPTIONAL BLOCK PAD
OPTIONAL BLOCK PAD SCHEDULE
BLDG NUMBER OF PADS BENEATH EACH SKID
WIDTH 10'-0-I 2'-0" 14'-0' 16'-0°1 18'-0'120'-0-12Z-0-I 24W I 26'-0'I 28'-0'I 30'-0'I 32'-0"
8'-0' 2 3 3 3 - - - -
10'-0" 2 2 2 3 3 3 - - -
11'-2' - 3 3 3 3 3 3 3 3 4
NOTES: 1.BLOCK PADS ARE OPTIONAL
2.BLOCK SIZES SHOWN ARE NOMINAL. PADS MAY CONSIST OF
EITHER A SINGLE 16x16 BLOCK OR(2)16x8 BLOCKS.
3.BLOCK PADS SHALL BE PLACED WITHIN 12 INCHES OF EACH
BUILDING CORNER.ADDITIONAL PADS,AS REQUIRED,SHALL
BE SPACED EQUALLY.
° F ---- MASTER ANCHORING PLANS-FLORIDA-FBC 2014
* N1.
cx 209
e PROJECT NO: SHEET NUMBER
STATE — DATE 07-21-2015
OF
�/ DRAWN BY: S-22-AP FL
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Weather Kin CHECKED BY: KLN
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