HomeMy WebLinkAboutMaster Anchoring PlansWEATHER KING PORTABLE BUILDINGS
760 WESTBROOK ROAD
HICKORY, KY 42051
GENERAL NOTES:
1. ANCHORING PLANS ARE TO BE USED IN CONJUNCTION WITH BUILDING PLANS. 8. GROUND ANCHORS DESIGNED FOR SOIL CLASS 49 OR BETTER.
SUBMTRED SEPARATELY.
2. DESIGN LOADS ARE IN ACCORCANCE WITH THE 2017 FLORIDA BUILDING CODE.
3. WIND LOADS ARE BASED ON THE FOLLOWING:
ULTIMATE DESIGN WAND SPEEDS: 2017 FBZ FIGURE 1608.3(3)
1 Vult =120 MPH
VuH =140 MPH
Vutt=let MPH
RISK CATEGORY I
EXPOSURE CATEGORY C
INTERNAL PRESSURE COEFFICIENT: GCp1=10.18
4. THE MINIMUM ANCHORAGE SHALLSE AN ANCHOR AT EACH CORNER OF THE BUILDING.
LOCATE THE ANCHOR WITHIN 12INCHES FROM THE CORNER. REFER TO ANCHOR SCHEDULE FOR
ADDITIONAL ANCHORS THAT MAY BE REQUIRED. ANY ADDITIONAL ANCHORS BETWEEN THE CORNERS
SHALL BE SPACED EQUALLY.
S. 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 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 TH= PROPERTY OWNER ALONG EACH SIDE OF THE BUILDING. GROUND ANCHORS
SHALL BE RATED FOR SOIL CLASSIFICATION 4a. IT IS THE PROPERTY OWNERS RESPONSIBILITY TO
VERIFY THE SOIL TYPE FOR THE SITE WHERE THE BUILDING IS TO BE PLACED.
410,
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SOIL CLASS 4a: CONSISTS OF LOOSE TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND SILTS. ALLUVIAL FILL.
BLOW COUNT, PER AMU 015E6, OF 18 TO 23, ANDA READING DNA TORQUE PROBE OF 2T6 TO
350 INCH POUNDS. THE MINIMUM ANCHOR LENGTH FOR SOIL CLASS 4a SHALL BE 48 INCHES.
MASTER ANCHORING PLANS--FL0R1DA--FD'%C,'f* 2017
PROJECT NO: SHEET NUMBER
Dgrt.N.S+�brlw�b DATE: 11-15-2017
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CONCRETE SLAB
TIE DOWN ANCHOR.
REFER TO SCHEDULE
FOR SPACING (TYP)
ATTACH ANCHOR TO
CONCRETE Wl %" DIA.
EXPANSION BOLT Wl
"EMBEDMENT (TYP)
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RIM BOARD WJY=' 0
SCUT WI WASHER
(GALV.)
a
REFER TO SCHEDULE II
FOR ANCHOR INFO. u
PROVIDE 2x TRTD BLOCKING AT SOLT
LOCATION. PLACE W1 GRAIN RUNNING
VERTICALLY. ATTACH TO RIM JOIST
W/(6) 1Od NAILS MIN.
REFER TO SCHEDULE
FINISH
FOR ANCHOR INFO.
GRADE
1-BOLTED EYE ANCHOR DETAIL
20 GA. x 1Y." WIDE GALVANIZED
STRAP EXTENDED OVER SKIDS.
ATTACH TO ANCHOR WI SLOTTED
BOLT PER MANU F. SPECS.
L CONCRETE SLAB ON `
GRADE BY OTHERS.
4' MIN
3-TYPICAL CONCRETE ANCHOR W1 STRAP DETAIL
OUTSIDE
SKID (TYP)
o z
FINISH p HE
GRADE y
*a,
20 GA x 1y' WIDE GALVANIZED
STRAP EXTENDED OVER SKIDS.
ATTACH TO ANCHOR WJ SLOTTED
BOLT PER MANUF. SPECS.
FINISH OUTSIDE
GRADE SKID (TYP)
2-TYPICAL.ANCHOR W/ STRAP DETAIL
RECOMMENDED GROUND
ANCHOR SCHEDULE
SOIL
CLASS
ANCHOR DESCRIPTION
%e" 0 ROD x 48' LONG w/ (1) B' HELIX
Y4" 0 ROD x 48' LONG w/ (1) W HELIX
4a
3/4" 0 ROD x 48' LONG w/ (2) 4' HELIX
EYE ANCHOR -%" 0 ROD x 48' LONG w/ (1) W HELIX
EYE ANCHOR - %' 0 ROD x 48' LONG w/ (1) 6' HELIX
NOTE: REFER TO NOTE 8 ON SHEET S4 FOR SOIL CLASS
DESCRIPTION.
MASTER ANCHORING PLANS-FLORIDA-FBC 2017
PRO.IECT Na SHEET NUMBER
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(GALV,)
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REFER TO SCHEDULE II
FOR ANCHOR INFO. u
PROVIDE 2x TRTD BLOCKING AT BOLT
LOCATION. PLACE WI GRAIN RUNNING
VERTICALLY. ATTACH TO RIM JOIST
W/ (6)10d NAILS MIN.
FINISH
GRADE
OPTIONAL lVicl6'x4° SOLID MASONRY
BLOCK PAD. REFER TO SCHEDULE
FOR QUANTITY AND SPACING.
1-BOLTED EYE ANCHOR DETAIL W/ OPTIONAL BLOCK PAD
OPTIONAL BLOCK PAD SCHEDULE
BLDG
NUMBER OF PADS BENEATH EACH SKID
WIDTH
10--0'
12fi'
14'-0'
IVV
1B'-0'
20'4T
22'-0'
24.0`
26'60'
1 28-0'
I 30'-0"
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3
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3
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NOTES: 1. BLOCK PADS ARE OPTIONAL
2. BLOCK SIZES SHOWN ARE NOMINAL. PADS MAY CONSIST OF
EITHER A SINGLE 16xl6 BLOCK OR (2)16x8 BLOCKS.
3. BLOCK PADS SHALL BE PLACED WITHIN 12 INCHES OF EACH
BUILDING CORNER. ADDITIONAL PADS, AS REQUIRED, SWILL
BE SPACED EQUALLY,
* S. N0.77209 #
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20 GA. x 1Y4' WIDE GALVANIZED
STRAP EXTENDED OVER SKIDS.
ATTACH TO ANCHOR W/SLOTTED
OUTSIDE BOLT PER MANUF. SPECS.
SKID (TYP;
REFER TO SCHEDULE
FOR ANCHOR INFO.
OPTIONAL 16"x16'k4" SOLID MASONRY
BLOCK PAD. REFER TO SCHEDULE
FOR QUANTITY AND SPACING, (TYP)
2-TYPICAL ANCHOR W/ STRAP DETAIL W/ OPTIONAL BLOCK PAD
FINISH
GRADE
MASTER ANCHORING PLANS-FLORIDA-F8C 2017
PROJECT NO: SHEET NUMBER
Dpl¢ly signed 6y KcAm NGlam DATE: 11-15.2017
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WEATHER KING PORTABLE BUILDINGS
7`60 WESTBROOK ROAD
HICKORY, KY 42051
GENERAL NOTES:
1, STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH
THE 2017 FLORIDA BUILDING CODE IFBC).
2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE ABOVE CODES AT THE TIME OF
MANUFACTURE
3. DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS.
4. STRUCTURES ARE CLASSIFIED AS -MINOR STORAGE
FACILITIES.' (RISK CATEGORY 1) PER TABLE 1604.5 AND
SHOULD NOT BE USED FOR HUMAN HABITATKK
5. STRUCTURES ARE DESIGNED FOR LOCATIONS THAT HAVE A
3 SECOND WIND GUST OF 160 MPH FOR RISK CATEGORY I
STRUCTURES PER FIGURE 1609313) OF THE 2017 FBC.
6. SIDING FASTENERS SHILL NOT BE INSTALLED 1N PANEL SIDING
GROOVES W THE FIELD OF THE PANELOR WHEN THE SIDING
GR001/ES ODCU R AT CLJT EDGES OF THE SIDING PANEL,
7. STRUCTURES ARE DESIGNED FOR LOCATIONS THAT ARE NOT
IN FLOOD HAZARD AREAS. STRUCTURES SI IOULD NOT BE
USED IN OTHER LOCATIONS.
S. IN ACCORDANCE WITH FBC 16D9.1.2, STORAGE SHEDS NOT
DESIGNED FOR HUMAN HABIFATLON WITH A FLOOR AREA
OF 720 SQUARE FEET OR LESS ARE NOT REQUIRED TO COMPLY
WITH THE MANDATORY VVINDBORNE DEBRIS IMPACT STANDARDS
OF THE 7D17 fRC.
10. ALL ROOF DECKING M TO BE J.G O.S.B.
11. ALL SIDING IS TO BE TREATED T1-11, LP SMARTSIDE
PANEL. OR 23 GA. METAL SIDING,
12. ALL FLOOR JOISTS ARE TO BE PRESSURE TREATED
SYP #2, OR BETTER.
13, ALL UNTREATED WOOD FRAMING 15 TO BE TO BE
SPF 02 OR BETTER, UNLESS NOTED OTHERWISE.
14. ALL FLOOR DECKING IS TO BE %- TREATED PLYWOOD
OR%-PERFORMAX500FLOOR SHEATHING. FLOORING
CLOSER THAN 18 INCHES TO FXPOSED GROUND SHAD.
BE OF NATURALLY DURABLE OR PRESERVATIVE- TREATED
MOOD IN ACCORDANCE WITH 2304.12.1.1,
15, ALL SKIDS ARE TO SE4n6 PRESSURE TREATED,
RATED FOR GROUND' CONTACT.
10. REFER TO THE SUPPLIED FASTEMNG SCHEDULE FOR
FASTENING BASED ON CONNECTION AND LOCATION OF
MEMBERS AS PER THE 201T FLORIDA BUILDING CODE
TABLE 7JU4.10.1, UNLESS NOTED OrHERWISE,
17. ALL EXTERIOR NAILS ARE TO BE ZINC COATED.
I& STRUCTURES SHOULD HAVE 30 YEAR RATED ASPHALT
SHINGLES CONFORMING TO ASTM D3161 (CLASS F)
OR ASTM D7168 (CLASS H) OR 29 GA METAL ROOF PANELS.
ITEMS AY�(7 HERS:
THE FOLLOWING ITEMS MAY BE SUPPLIED AND
INSTALLED BY OTHERS. THESE ITEMS MAY BE
SUBJECT TO LOCAL JURISDICTION APPROVAL.
WEATHER KING PORTABLE BULDINGS IS NOT
RESPONSIBLE. FOR THESE ITEMS.
1. THE FOUNDATION AND TIE-DDWN SYSTEM
2 RAMPS, STAIRS. AND GENERAL ACCESS
3. ELECTRICAL SERVICE HOOKUP
DESIGN CRITERIA:
1. RISK CATEGORY 1
2. LIVE LOADS:
FLOOR: 40 PSF
ROOF: 2D PSF
3. DEAD LOADS:
FLOOR: 4 PSF
ROOF: 5 PSF
MALLS: 3 PSF
4, WIND LOADS ARE BASED ON THE FOLLOWING:
ULTIMATE DESIGN WIND SPEED:
(2017 FSC FIGURE 1609.3(3))
Vull- 160 MPH
NOMINAL WIND SPEED, Vasd -124 MPH
RISK CATEGORY I
EXPOSURE CATEGORY C
INTERNAL PRESSURE COEFFICIENT:
GCI-=-'-
.;li:l COMPONENTS 8 CLADDING:
vp'* yu pwq*wbfl A 4f) w EFFECTIVE WIND AREA, Au= 10 FT°
TFgie Patft =-d W lk Ow ROOF-ZONF 1 = 19.3; M.6 P9F
F1NMV.'"I".M0gilt ;F ROOF -ZONE 2- 19.3.sW.3PSF y
Aa o w adetnari u+Ia sna
.AOMn ro 4�o by-+fi^It mm RODE -ZONE 9 = 193, -78.9 PSF
WAL.L_.7.01NE4-33.5. ".3 PSF
WALL -ZONE 5 - 33S. -44.8 PSF
. .. j�,.. EFFECTIVE WIND AREA, Aa= 20 FT'
prtl-e.o., . " *-� V?flttatatl.S?rFt+d11�l HOOF -ZONE 1 = 17.6. -20.8 PSF
ROOF -ZONE 3 = 17.6. -73.7 PSF
n t o 01YI nlp!!-tev. .i1 1►/fi ROOF -ZONE 2 - 1i 6, a19.O PSF
i
�.-• , . -S,f � �
WALL -ZONE 4 - 32.0. -34.8 PSF
PrOCI ;-'t P.;;.'(z:'oT' b( WALL -ZONE 5 - 32.0, -AL8 PSF
T WIDE ROLL UP DOOR:
R�P°�" a d ;"I j pYGAN DESIGN PRESSURE -+30A. 53.2 PSF
9. IN ACCORDANCE WITH PEO 1010.1.1. BUILDINGS THAT ARE 400 19. ALL BUILDINGS ARE TO BE ADEQUATELY ANCHORED TO NOTE: CdC WINO PRESSURES SFIDVIlN MAYBE
SQUARE. FEET OR L ESS THAT ARE INTENDED FOR USE IN TO RESIST WIND LOADS. ANCHORING OF THE BUILDING IS REDUCED FOR LARGER AREAS AS ALLOWED
CONJUNCTION WITH ONE- AND TWO-FAMILY RESIDENCES SUBJECT TO LOCAL JURISDICTION APPROVAL. BY CODE.
ARE NOT SUBJECT TO THE DOOR HEIGHT AND WIDTH
REQUIREMENTS OF THE 2011 FOC.
S. CONSTRUCTION TYPE: V43
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PROJECiNO.
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4xfi
ABOVE OWTYP) CONT.2x6 TREATED FLOOR JOISTS 16' O.C. MAX (10' & 11'4- WIDE)
1 (SPLICED JOISTS ARE NOT PERMITTED)
S-32
TYP
UTILITY CABIN FLOOR FRAMING PLAN (OPTIONAL)
OUTSIDE 4•6 TRTD SKID
(REQT) FOR 11-2- WIDE
BUILDINGS ONLY)
}-
INSIDE 4xe TRTD SKID
OUTSIDE 44 TRIO SKID
/-
(REQT) FOR 11--2- WIDE
BUILDINGS ONLY)
� •i,V
00"EW
No, UTILITY BUILDNG—FLORIDA-410=160 MPH--FBC 2017
3 N�a7 209JF��
S - FROUECT ND: SHEET NUMBER
11-152017
�C King
PS-11—UB
'IZ-1T GF7ECA1EC 8Y: KLN
Pf3i1720fi3
Weather�nt�-17 PORTABLE BUILDINGS � DINGS REVISIO SCALE: NOT TO SCALE
fS-t7 �
37-U- MAX LENGTH (11'--2' WIDE}
20'-0" MAX LENGTH (10'-0' WIDE)
t6'-0' MAX LENGTH (W-O' WIDE)
4
i
FASTEN ROOF SHEATHING TO
FRAMING AT 6 INCHES O.C. AT
EDGES AND IN THE FIELD, UNO.
REFER TO FASTENING SCHEDULE
FOR ADDITIONAL INFORMATION
VARIES T-P
AT 24' O.C. REFER TO SHEET 8-2.3 FASTEN ROOF SHEATHING TO
FRAMING AT 4 IWHES O.C. AT
EDGES AND IN THEFIELD WRHIN
THE END STRIP AT EACH ENDWAL.,
REFER TO FASTEENING SCHEDULE
FOR ADDITIONAL RIFORMATION.
ROOF FRAMING PLAN ROOF SHEATHING DIAGRAM
" UTILITY BUILDING-FLORIDA-410=160 MPH--FBC 2017
i * :' NcL77209 E * PR6 ECT N0:
r * = SHEET NUMBER
Q = Der-: 11-15-2017
Z A ,� �TOPTE ApMved by Ph91p E Robbins � ORAWN "-. KLN 8-1.5-UBtT Fiorldc 4B_ 079 g a t h e r K i n g CHaatEDBY:
/O�'�O/*`:^KLN
ftm a PORTABLE BUILbINGS REVISIDN; — SCALE NOT TO SCALE
SHOP.BUILT TRUSS @ 24' O.C.
SEE S(iEET 52.3 FOR
ADOL INFORMATION.
II
5i-
� Y
to SYe"TI-11 SIDING,
it {: V LP SMARTSIDE
Q PRECISION 5ERIES
t 190 SIDING, OR
- 29 GA METAL SIDING
(REF NOTES)
(2) 2x4
TOP PLATE-
m I (2)'4x6 TRTD SICD
1-- 8' WIDE
OSB DECKING W1
ASTM 03161 CLASS F OR
SHOP BUILT TRUSS @ 24' O.C.
ASTM 07163 CLASS H
ASPHALT SHINGLES OR
SEE SHEET $2.3 FOR -
21J-GAGE METAL ROOFING
ALIDL INFORMATION.
(REF NOTES)
PROVIDE CONT. METAL
EDGE AT EAVES
AND GABLE ENDS.
W".0 (TYP)
j12DRIP
2K4 STUDS @ 16.O.C.
PROVIDE DOUBLE
4
�_ (2) 2.4
STUDS AT WALL SIDING
m
T141SIDW0,TOP PLATE
VERTICAL SEAMS
I.
No' LP SMARTSIDE
PRECISION SERIES
�.e TREATED PLYWOOD OR
'4
t
190 SIDING. OR
29 GA METAL SIDING
(REF NOTES)
- PERFORMAX 500 FLOOR
DECKING.
TJ
2i4TRTD FLOOR JOISTS
1B' O.C. MAX
(2)4a6'rRTD SKID
1D' WIDE
NOTE: REFER TO FASTENING SCHEDULE ON SHEETS.6-0.1 6 "2
FOR MEMBERATTACHMENTS UNLESS NOTED OTHERWISE,
"I-SAf 'y 00 1- UTILITY BI
N���''s
a * f No.T7209 yt
s-
NOTES FOR METALWALLIROOF PANELS:
1) METAL WALL PANELS 1NITH THE RIBS RUNNING HORIZONTALLY
SHALL BE ATTACHED TO 058 WALL SHEATHING PER
DETAIL 1 ON SHEET S-3.3 AND DETAIL 1 ON SHEET 84.4.
2) METAL WALL PANELS WITH THE RIBS RUNNING VERTICALLY
SHALL BE ATTACHED TO 20 GIRTS IN ACCORDANCE WITH
DETAILS 2 AND 3 ON SHEET S-3.3.
3) METAL PANELS ATTACHED OIREC'LY TO WOOD FRAMING
SHALL BE ATTACHED IN ACCORDANCE WITH DETAiI- 3 ON SHEET S-13
4) METAL PANELS ATTACHED TO CIS DECKING SHALL BE ATTACHED
IN ACCORDANCE WITH DETAIL i ON SHEET S-13
BUILDING SECTIONS
7/4 DSB DECKING W1
ASTM 03161 CLASS F OR
ASTM D7158 CLASS H
ASPHALT SHINGLES 9R
29-GAGE METAL ROOFING
(REF NOTES)
PROVIDE CONT. METAL
DRIP EDGE AT EAVES
/- AND GABLE ENOS.
REF. DETAIL 3/S-3A (TYP)
24 STUDS @ 16' O,C.
PROVIDE DOUBLE
STUDS AT WALL SING
VERTICAL SEAMS
3'i TREATED PLYWOOD OR
PERFORMAX5W FLOOR
DECKING,
2.6 TRTD FLOOR JOISTS
@ 18' O,C, MAX
F-* {{,,
YEar,
DOCUMENT
SHEET NUMBER
CATE: 11.15.2017
Approved by PhBOp E RGI711-
�': KLN 8-2.0
Fb �PE4BO70gather Kin�g� cHEc��08re �
jPER172ow aji.17 PORTABLE BUILDINGS "�0N SCALE:N0T70SCALE_
W
11
O
SHOP BUILT TRUSS 0 24• O.C.
SEE SHEET 52.3 FOR -A
ADDT INFORMATION
%-TI-11 SFCING,
Ni' LP SMARTSIDE
PRECASION SERIES
190SIDING OR
29 GA METAL SIDING
(REF NOTES)
(2) lx4
TOP PLATE
'Q
(4)4x6 TRTD $KID 11-2— "--
l l'i" WIDE
3,16' OSB DECKING WJ
ASTM 03161 CLASS F OR
AsTM Dr106 CLASS H
ASPHALT SHINGLESUR
29•GAGE METAL ROOFING
(REF NOTES)
PROVIDE CONT. METAL
DRIP EDGE AT EAVES
AND GABLE ENDS
REF. DETAIL31S•3.0 (TYP)
20 STUDS 1w 16' O.C.
PROVIDE DOUBLE
STUDS AT WALL Soo.
VERTICAL SEAMS
' TREATED PLYWOOD OR
PERFORMAX 500 FLOOR
OECKIND:
2x6 TRTD FLOOR JOISTS
® 10- O.C-. MAX
NOTE: REFER TO FASTEN14G SCHEDULE ON SHEETS -".i d 5-0.2
FOR MEMBER ATTACHMENTS UNLESS NOTED OTHERWISE.
i � BUILDING SECTION
NOTES FOR METAL WALLIROOF PANELS: '
I METAL WALL PANELS WITH THE RIBS RUNNING HDRIZONTALLY
SHALL BE ATTACRED70 OSB WALL SHEATHING PER
DETAIL 1 ON SHEET'54.3 AND DETAIL 1 ON SHEET S•3.4.
2) METAL WALL PANELS WITH THE RIBS RUNNING VERTICALLY
SHALL BE ATTACHED TO 2x4 GMS IN ACCORDANCE WITH
DETAILS 2 AND 3 ON SHEET ".3,
3) METAL PANELS ATTACHED DIRECTLY TO WOOD FRAMING
SHALL BE ATTACHED IN ACCORDANCE WITH DETAIL 3 ON SHEET S33
4) METAL PANELS ATTACHED TO 055 DECKING SHALL BE ATTACHED
IN ACCORDANCE WRN DETAIL 1 ON SHEET S-3.3
kM
0000 110884""r LT, I- Ivo, �-�
UTILITY BUILDING--FLORIDA--BIND=IGQ MPH—FODC 2017
NaT7209
>4 =
APP1ava4 by PhAIip E Robhlna
WeatherKin
PROJEZT ND:
SHEET NUMBER
DATE: 11.15-2017
oxAwll Br;10,:
�{
'
FlotWo PE-49070
Q
�
s
CHEUE0BY: NS-11-UB
KLN
rriuuunat�"��
1) IS-17
/ �^
PlanNa.
PORTABLE BUILDINGS
SCALE: NOT TO SCALE
REVISION.
REFER TO DETAIL SON
SHEETS3.1 FOR STRAP
ATTACHMENT- MP)
1::' -16 GA METAL
BRACING STRAP
(NOT REdUIRED FOR
WALLS SHEATHED
WITH WOOD SIDING
OROSB $HEATHING).
(.r P)
ROOF TRUSS
P THE TOP PLATE
OM THE SIDE WALL
ER THE END WALL PLATE
EACH CORNER.
DOUBLE TOP PLATE
REFER TO DETAIL 4 ON
SHEET S3.1 FOR STRAP
ATTACHMENT. (TYP)
8' WIDE FRONT ENDWALL
ROOF TRUSS -\
OPTIONAL WINDOW
REFER TO DETAILS ON 3W WIDE MAx (TYP)
SHEET S3.1 FOR STRAP - j
ATTACHMENT. (TYP) DOUBLE TOP PLATE
1yj• - I6 GA METAL
BRACING STRAP
(NOT REQUIRED FOR
WALLS SHEATHED
WITH WOOD SIDING
OR OSB SHEATHING
(TYP)
ATTACH STRAP TO EAC h
STUD W112) 8d NAILS MIN.
(Tyr)
u u
8' WIDE REAR ENDWALL
LAP THE TOP PLATE
FROM THE SIDE WALL
OVER THE END WALL PLATE
AT EACH CORNER.
REFER TO DETAIL 4 ON
SHEET 33.1 FOR STRAP
ATTACHMENT_ (TYP)
REFER TO DETAIL.5 ON
SHEET ni FOR STRAP r ROOF TRUSS
ATTACHMENT. (TYP)
LAP THE TOP PLATE .
1Y; -1S CA METAL
---•-- FROM THE SIDE WALL
OVER THE END WALL PLATE
BRACING STRAP
AT EACH CORNER.
(NOT REQUIRED FOR
WALLS SHEATHED -�
WITH WOOD SIDING
OR OSB SHEATHING).
I
M-L
I
DOUBLE TOP ?LATE
(TYP)
� - 1,
ATTACH STRAP TO EACH f
STUD W/ (2) Sd NAILS MIN. J
(TYP)
JkIr%I REFER-O DETAIL 5 ON
SHEET S3.1 FOR!
atVWo ATTACHMENT
nocumm
1V47 -1A CA METAL
BRACING STRAP
(NOT REQUIREO FOR
WALLS SHEATHED
WITH WOOD SIDING
OR OS13 SHEATHING).
(TYP)
ATTACH STRAP TO EAC
STUA W/ (Li 8d NAILS N11
(fYl
u u u u
11'-2" Wf0E FRONT ENDWALL
(10- WIDE SIMILAR)
1 T-2° WIDE REAR ENDWALL
(10' WIDE SIMILAR)
REFER TO DETAIL 4ON
SHEET S&I FOR STRAP
ATTACHMENT. (TYP)
� THE TOP PLATE
DM THE SIDENVALL
ER THE ENO WALL PLATE
EACH CORNER,
DOUBLETOP PLATE
lEFER TO DETAIL 4ON
;HEFT 53.1 FOR STRAP
LT'TACHMENi. (TYP)
n►s y-y U11LITY BUILDING-FLORIDA-WND=160 MPH--FBC 2017
*i No.77Z09 •?
- PROJ[CT NO SHEET NUMBER
* i = nATE.-
11-15 2U17
sT F $ Approved by Phmlp E Rebbhe
pP.,.' ' .Florida PE 70 ViECCKEDBY: KW _��—
� ' E Weather IaN
`aro' 71-1S-$ PIub
peFt172083 2- 7-17 PORTABLE BUILD.►INGS REVISION:6CALE:NOT'705CALE
cl
i
GENERAL NOTES
1. REFER TO SHEET S-0 FOR DESIGN LOADS,
2, MAXIMUM TRUSS SPACING = 24` 0_C.
3. TRUSS TOP CHORD SHALL BE BRACED W# STRVC'PJRAL WOOD
SHEATHING ATTACHED DIRECTLY TO TRUSS MEMBERS.'
4. ALL TRUSS MEMBERS ARE TO BE SPF#f2 OR BETTER,
5, TRUSS PLATES ARE 70 BE A MIN NAUM OF 20 GAGE 0")
HYDRAULICALLY PRESSED IN PLACE EACH SIDE OF TRUSS.
5. REACTIONS -DUE TO WIND ARE BASED ON MWFRS END ZONE
PRESSURES. INDV#DUAL MEMBERS DESIGNED FOR ZONE 2
COMPONENTS AND CLADDRIG WIND PRESSURE-
7. DEFLECTION MEETS L124C LNE LOAD AND L1180 TOTAL. LOAD.
B. LOAD DURATION ADJUSTMENT FACTORS:
LIVE: 1.25
WND: t_60
9. REPETITNE MEMBER INCREASE 1.15
2x4 TRUSS -0'�!' 4'-0'
PLATE (TYP)
12
6 6.0' °D
ALL TRUSS MEMBERS TO BE 20 SPF 02
MAX REACTIONS
HORI2: 51 LBS.
NET UPLIFT: -223 LBS.
GRAVITY: 200 LBS.
B' WIDE UTILITY TRUSS
2x4 TRUSS 5'-3' T-3'
PLATE (TYP) _ '--
12
v "l5
it •.
ALL TRUSS MEMBERS TO BE 2x4 SPF #2
MAX REACTIONS
HORI& 64 LBS
NET UPLIFT; -279 LBS.
GRAVITY: 250 LBS.
10' WIDE UTILITY TRUSS
;2) 20 TRUSS
PLATE
5=f0,
�N
r04W _ --
12
�-1 5
2x4TRUSS
PLATE (TYP)
ALL TRUSS MEMBERS TO BE 2x6 SPF 02
(UNLESS NOTED OTHERWISE)
MAX REACTIONS
HORIZ: 71 LBS.
NET UPLIFT: -312 LBS.
GRAVITY: 279 LBS.
11'4' WIDE UTILITY TRUSS
No(
a'aCM �
DOCUMENT
UTILITY BUILDING.-FLORIDA-410=160 MPH--FBC 2017
* 7d0.77209 •: C PROJECT NO: .
� - SHEET NUI08ER
k1t'' a CATE: 11.152017 11f ■I111w�})
/11 proved by PPhA 6E7R0obbkteWeather King 0 CNEC14:o gl: T(�+�1�rYiI
''I++er-17 MM NO.PEFI;72 183 Z-fi.17 PORTABLE BUILDINGS �`I'I� SCALE: NOT TO SCALE
I
ATTACH SIDING TO
WALL FRAMING
W18d NAILS @ 6- O.C.
IN FIELD & ALONG
EDGES. (SPACE NAILS
AT W O.C. ALONG
PANEL EDGES AT
ENDWALLS)
13) 3" NAILS
1-TYPICAL DETAIL
ROOF= TROW —\
(3) 3- NAILS
THROUGH
BOTTOM PLATE
INTO EACH STUD
IN LIEU OF MTSIS STRAP;
PROVIDE A SIMPSON D.152 x W
SOWC TRUSS SCREW
(SDWCISBDO) OR
EOUIVALENTAT EACH
ROOF TRUSS.
NOTE: REFER TO 3IS3.0 FOR INFO NOT SHOWN.
4-ALTERNATE TRUSS
HOLD DOWN DETAIL
CONT. 2X TREATED RIM BOARD
METAL. DRIP EDGE. Me CSB DECKING
ATTACH TO ROOF
Wl 3- NAILS 0 F INTO BRIDGING
wl I A' STAPLES -]]7
(3) 3' NAILS TOENAILED INTO SKID
12' O_C. J
IRA P.T. FACIA
�J FLOOR JOIST (4) 3' TOE NAILS wi (2) 2' NAILS %
INTO SIQD
AT EACH TRUSS
TRUSS
SIMPSON MTS16 STRAW
%, P.T. PLYWOOD wl (T) Lod x 'lYe NAILS (MIN) IN
SCFFIT wl (2) 2' EACH END OF THE STRAP
NAILS AT EACH AT EACH TRUSS. WRAPAROUND
U
TRUSS AND NAIL TO WALL TOP PLATE
CONT. 2A TRTD /
BRIDGING9 1
r WIZEN TRUSS DOES NOT LINE
\ UP WITH A WALL STUD BELOW.
WI J SKID
3' NAILS IN Z
TOE NAIL TRUSS
REF DETAIL 41S3.0 FOR AN
(5) vYi
Not TO TOP PLATE WtJ \
FJ1CH SKID
(4)10d NAILS MIN ALTERNATE HOLD DOWN OPTION
IN LIEU OF THE METAL STRAP.
DOCME' a 1
\� DOUBLE
2-FLOOR JSTTO SKID DETAIL
3- EAVE DETAIL TOP PLATE
ZX4
TTOPPBLE
PLATE W NAI 0) OPENING HEADER FOR
OPENINGS UP TO 6A".
SIDEWALL HEADER FOR
J OPENINGS UP TO 4'-0`.
(2) 2x4 w/ !e OSS
—
-- FLITCH PLATE
NOTE (1) 20, FLAT
hOTF: SIDEWALL HEADER FOR
ALL MEMBERS
ALL MEMBERS OPENINGS UP TO 8'-D'.
ARE 2n4
ARE ZK4, LINO '
FLITCH PLATE
36' MAX (3) 3- NAILS
LTYP)
SIDEWALL HEADER
38` MAX i FOROPENINGS
UPT08'•O'
NOTES.,
A
1. PROVIDE 2A JACK STUD UNDER EACH END OF LOAD
j STUD J
BEARING HEADERS. NAIL TO ADJACENT STUD PER
1
FASTENING SCHEDULE NOT REQUIRED AT END WALL
DETAIL i ENQWALL
DETAIL SIDEWALL OFIENINGS.
5-TYP WINDOW FRAMING
6-DOOR HEADER SCHEDULE
3z --FLORIDA--WIND=1� MPH--Frml^., 2�17UTILITY BUILDING
* No.n2O9 * 9 Nam; RED FASTEMNG SOW-DULE ON SµEETS 34.1 AND S-02 i`OH
_ * E ATTACHMENT INFO471ON NOT NOTEDONTM SHEET PROJECT. NO:
NMSHEET NUMBER
�i �
)s- )7
ADProVad by PhAiIP E Robbins
®. Fk,Id�PE.490Tp
Q a t h r n CaP
PORTABLE ]BUILDINGSRenslpN:
°ATE 1 i-16 Z017
�
a 3e��6
SCALE 1'=T-0
DWIWN BY: �
CHECKED Dv: KLIN
` ;
ROOF TRUSS
(TMP)
TOP PLATE
CONT. DOUBLE VARIES (SEE PLAN)
TOP PLATE
3OTTOM PLATE t `
JOINT \\
TREATED 2x4 x 6 W LONG
SPLICE PLATE CENTERED
ON SPLICE, EACH SIDE OF TREATED dx6
SKID V/2 ROWS 100NAILS THESKITRE
0 4' D.C. STAGGERED
1- WALL TOP PLATE SPLICE DETAIL
SIAIPSON MTS16 STRAP
w/MlMx'-IWNAILSSMIN) ROOF
IN EACH END THE TRUSS
STRAP AT EACH TRUSS.
WRAF AROUND TOP PLATE.
REF DETAIL 4JS-3.0 FORAM
ALTERNATE HOLD DOWN
OPTION IN LIEU OF THE
METAL STRAP. i
PORCH POST
BEYOND.
(2) Zx4 TOP PLATE
SHEIIETAJLS
~
wl CONT. i(i x SY4'
ET 532 FOR
FORNFO.
PLYWOOD SOFFIT
AOD'L
EXTENDED FROM
WILDING
IY4" -16 GA STEEL STRAP.
WRAP AROUND JOIST &
ATTACH TO JOIST
W/ (4)10d X I.W NAILS
EACH SIDE OF JOIST,
2- SKID SPLICE DETAIL
DOUBLE
TOP PLATE 7
lYe -15 GA STEEL STRAP.
WRAP OVER WALLTOP
PLATE, PROVIDE (3) Sd
NAILS INTO TOP OF PLATE
PROVIDE (6)10d NAILS MIN
INTO STUD/ SIDE OF PLATE
STUD
3' NAILS
@ 12.O.C.
(2) 2x4 STUDS
(SIDE WALL)
2x4 STUD
(END WALL)
3" NAILS @ 12' O.C.
STAC400
NOTE: REFER TC3M.0 FOR INFO NOT SHOWN. 4-STRAP ATTACHMENT 5-STRAP ATTACHMENT 6-TYPICAL CORNER DETAIL
3- PORCH EAVE DETAIL SCALE = I.Y2' m V-7 SCALE F 1Y; - l -V
t " UTILITY BUILDING-FLORIDA-WIND=160 MPH-+wD%C*f* 2017
:s F:
* Na.7T2:09 1 * NOTE REFER TO FASTENING SC4LMULE ON SHEETS 50.I AND S-02 FOR PROJECT NO.
ATTACHMENr IWOMAA71ON NOT NOTED ON THIS SHEET SHEET NUMBER
GATE 11-15 2017
a Approved L P E Rotrbba
.` yy�pp OR4WN BY: KLN 1 I . FIorM�PE d907I1Weather KLN 041 Lu
,�CHECI�D EIY:
PORTABLE BUILDINGSvlslnN: SCALE: 1 -11.0
-►5-17 P R.7Y0 3I-17
(2) %.' x 6' LAG
SCREWS THROUGH
TOP PLATES INTO
4x6 P.T. POST
5' P.T. PLYWOOD
,EILING AT PORCH
)NLY.
42
P.T. ix PORCH BOARDS
w/ (2) 3 NAILS NTO
CONT. 2x P.T. EACH FLOOR JOIST
RIM JOIST
(0) 3" NAILS (MIN) J
REF DETAILS 315.3A & AfS-3.0
FOR ROOF TRUSS i0L0-
DOWN INFORMATION
NOT SHOWN FOR CLARITY
(TYP)
(2) N,' x 6" LAG
SCREWS THROLIC.H
TOP PLATES INTO
4x8 P.T. POST
4x6 P.T.
POST
OM FRENO J D1ST 4x6 P.T. SKID
S��{
NDI
INTO CORNER POST
YAPPRO
1- CORNER PORCH POST DETAIL
4x6 P.T.
POST "�
P.T. 1x PORCH BOARDS
w) (Z) S' NAILS INTO
CONT. Zc P.T.
/ EACH FLOOR JOIST
RIM JOIST —`
REP DETAILS 1 & 2133.2
FORPOSTBASE
(5) 3• NAILS (MIN) i
/
ATTACHNIENY
FROM JOIST —
4X6 P.T. SVJD
INTO POST
NOTE: REFER TO 1/83.2 FOR WM NOT'SHOWN.
2- INTERMEDIATE PORCH POST DETAIL
REF DETAILS 3 & 4;S3A
FOR ROOF TRUSS HOLD-
DOWN INFORMATION
NOT SHOWN FOR CLARITY
(TYP)
END WALL
P.T. ix PORCH BOARDS
w/ (2) 3- NAILS INTO
EACH FLOOR JOIST
4x6 P.T. SKID
r PORCH VARIES (SEE PLAN)
ROOF TRUSS
(TYP)
DOUBLE TOP PLATE
EKTENDEU
TO PARCH POST
BOTTOM PLATE
MF.q
FLOOR JOIST
(TYP)
NOTE: REFER TO DETAILS 1332 AND 2163.2 FOR INFO NOT SHOWN.
3- OPTIONAL PORCH SECTION
�+°`... N°h --
�:
UTILITY' BUILDING--FLQRIDA--WIND=160 MPH--FBC 2017
�rJ�Y .;GEAf3�Q.
.
��• Nc.TT2G9 �* G
*
a a
.VOTE REFER TC FASTENLIM SCHEDIRE ON SHEETS 9.0.1lWDS.02FOR
ATTACHMENT INFO.4AAATION NOT NOTED ONTHIS SHEET.
PROJECT NO:
SHEET NUMBER
DATE: 11-15-2017
S,S. AST F Q r• r`
AppWrWE Rbblrs
PEp07DWeather
King
0 1A 2-UB
VV
DRAWN BY.
cHEO�o e
.N
U'�r'"r,M"`►"�i-is- 17
®
PORTABLE BUILDINGS
SCALE;1-=1•-0
REVIs1ON:
PI
29 GA METAL PANEL
IIX 9'
i�
METAL ROOFING OVER
Tle OSB SHEATHING.
REFER 70 DETAIL 11832
FOR.ATTACHNENT
DOUBLE _
TOP PLATE
29 GA. METAL SIDING.
ATTACH TO GIRTS PER
DETAIL 31S-3,2
2x4 WALL GIRT. ATTACH
TO EACH STUD w/
(3) 3- RING SHANK NAILS
(TYP)
29 GA METAL PANEL
f
Y A4 SELF DRILLING
SCREW wl WASHER
SPACED @ 24.O.C.
ALONGEASIDELAP \ 1
910.14 x IZ WOOD SCREW
• ? w/ WASHER %3X-5.5-3.5. O.C.
' 1 (EACH SIDE OF EVERY MAJOR RIB)
I T..... _ - t- Y!i
SIMPSON MTSIS STRAP
1 I F I
wl (T) 10d x tr{ NAIL (MIN) IN
EACH END OF THE STRAP
-
AT EACH TRUSS. 15R;AP AROUND
j
AND NAIL TO WALL TOP PLATE
/
WHEN TRUSS DCES NOT -LINE
2x FRAMING -1
UP WITH A WALL STUD BFLOW.
REF DETAIL 4/S-3.0 FOR AN
FASTENING PATTERN AT PANEL ENDLAP
ALTERNATE HOLD GOWN OPTION
IN LIEU OF THE META( STRAP.
29 GAMETAL PANEL •q
x
Y, -14 SELF DRILURNG 410.14 x lV WOOD SCREW
SCREW wl WASHER
�i
. w/ WASHER @ 9.O.C.
SPACED 0 24- D.C. r TYP (ONE SIDE OF EVERY MAJOR RIB)
ALONG EASMELAP '
r
atatsxtl�•WOOD SCREW
m
w/ WASHER Q 9.O.C.
M
(ONE SIDE OF EVERY MAJOR RIB)
1�
_
SPACE SCREWS AT 16- O,C, MAX
ALONG PANEL LENGTH.
O iI
2x4 STUDS ® I
18 O.C.
-
1 2x FRAMING J
Ne OSB J
2x FRAMING SPACED J
AT 24' O C, MAX
1-METAL PANEL FASTENING TO OSB
2-TYPICAL VERT METAL SIDING DETAIL 3-METAL PANEL, FASTENING TO WOOD FRAMING
NOTE: REFER TO DETAILS t/S3.0 AND 3153.0 FOR INFO NOT SHOWN. SCALE = 1%2" - l'-0•
�,T7209
UTILITY BUILDING-FLORIDA-WIND=16 MPH--FBC 2017
•�
N0.T7209 * /< YJ
* 2
_ STATE
CgRIU r
NOTE: REFFR TO FASTENING SCHEDULE ON SHEETS S.&I AND 542 FOR
ATFACHNENT INFORMATION NOT NOTED ON THIS SHEET.
ApPr v®d Mn5Weather'Kf"n'
PROJEtTNO:
SHEETNUMBER
DATE: 17-15 2017
ORAVYN9Y:
Florida 9070
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REVIS104-
11-NS-17
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PEIt1172063 �ii•17
PORTABLE BUILDINGS
SCALE: 1"=1'•p
•
29 GA, METAL ROOFING OVER
TIC OSB SHEATHING.
REFER TO DETAIL 11S-32
FOR ATTACHMENT
29 GA. METAL SIDING OVER
la• Ow SHEATHING.
REFER TO pETAIL VS-3.2
FOR SIDING ATTACHMENT
ATTACH OS9 SHEATHNG
TO WALL FRAMING
W18d NAILS Q S' O.C.
IN FIELDS ALONG
EDGES. (SPACE NAILS
AT 3.O.C. ALONG
PANEL EDGES AT
ENDWALLS)
SIMPSON MM16 STRAP
w/ M 19d x 11!; NAILS (MM IN
EACH END OF THE STRAP
AT EACH TRUSS. WRAPAROUND
AND NAIL TO WALL TOP PLATE
WHEN TRUSS DOES NOT UNF
UP YJITH A WALL STUD BELOW.
REF DETAIL e13-3.0 FOR AN
ALTERNATE HOLD DOWN OPTION
IN UEU OF THE METAL STRAP.
2x4 STUDS 1&
18.O.C.
1-1-YPICAL HORIZ METAL SIDING DETAIL
NOTE: REFER TO DETAILS 1fS3.0 AND WS10 FOR INFO NOT SHOWN.
--FL0RIDA--fflND=160 MPH--FBC 2017
UTILITY BUILDING
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1* a ATTACHMENT INFORVAMON NOTNOTED ON TM8 SHEET. SHEETNUMBER
DATE:' 11-1520t7
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�A1"1""""It•es-17 PORTABLE HUILDINCSS REVISION: SCALE:,, -a
_ _ 172063 1 - -17
EXTERIOR WOOD SIDING.
REF DETAIL ll$-3.D FOR
NIUI.ING REQUIREMENTS
5' TR'TO /
PLYWOOD -�
TRIM
ROLL -UP DOOR GUIDE.
ATTACH TO WOOD JAMB (2) 20 SP /R (OR BETTER)
wlii' x !.TV LONG LAG 0.79° JAMB STUD. REFER TO
SCREWS 12, U.C. PER 1 w •� - --•— FASTENING SCHEDULE
MANUF. SPECS. BOTTOM --- FOR NAILING REQUIREMENTS
SCREW TO BE 6- MAX
ABOVE FINIBII,m FLOOR.
LOCATE GUIDE FOR LAG
SCREW TO BE CENTERED
ON JAMB STUD CLOSEST
TO DOOR OPENING
1-ROLL-UP DOOR JAMB DETAIL
(WOOD SIDING}
METAL WALL SIDING OVER
'is' OSB WALL SHEATHING.
REF DETAIL I IS-3.0 FOR
/ NWLINGREQUIREMENTS
%'TRTD /
PLYWOOD
TRIM --
ROLL-UP DOOR GUIDE.
ATTACH TO WOOD JAMB (2) 2A SP *2,OR BETTER)
ve/Y4" x1.75'LONGLAG 0.79' -JAMB STUD. REFER TO
SCREWS @ 12' O.C. PER , — FASTENING SCHEDULE
MANL)F. SPECS. BOTTOM FOR NAILING REQUIREMENTS
SCREW TO BE 61 MAX
ABOVE FINISHED FLOOR
LOCATE GUIDE FOR LAG
SCREW TO BE CENTERED
ON JAMB STUD CLOSEST
TO DOOR OPENING
2-ROLL-UP DOOR JAMB DETAIL
(HORIZ METAL SIDING)
2A WALL GIRT. REFER METAL WALL SMING wl
TO DETAIL 21S3.3 FOR RIBS RUNNING VERTICALLY.
SOACING AND NAILING ATTACH TO WALL GIRT PER
RMUIREMENTS DETA L aIS4'3
% TRTO
PLYWOOD — —
TRIM
ROLL -UP DOOR GUIDE,
ATTACH TO WOOD JAMB t (2) ZX4 SP 42 (OR BETTER)
w! Ya' x 1.76' LONG LAG D.77 JAMB STUD. REFER TO
SCREWS@ 12-D.C.PER 19r FASTENING SCHEDULE
MANUF. SPECS. BOTTOM -- FOR NAILING REQUIREMENT'S
SCREW TO BE R- MAX
ABOVE FINISHED FLOOR
LOCATE GUIDE FOR LAG
SCREW TO BE CENTERED
ON JAMB STUD CLOSEST
TO DOOR OPENING
3-ROLL-UP DOORJAMB DETAIL
(VERT METAL SIDING)
"�1• UTILITY BUILDING--FLORIDA-41 0=100 MPH--FBC 2017
s
NI0.77209 # NOTE REFER TO FASTENING BCFIEDULE ON SHEETS $4.1 AND &42 FOR PROJECT NO.
ATTACHMENT INFORMATION hOT NOTED ON TNIS SHEET. DATE SHEET NUMBER
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Florida PE49070 oRawN aw• KLN
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�"Il-r?-17 PERV2063 1�-T�-17 PORTABLE Bt�lf.l�INGS ��"
11
S-35-1E
SCALE:1 11r=V-0
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FROM' ELEVATION
REAR ELEVATION
PROVIDE CONTINUOUS
ALUMINUM Z4M FLASHING
AT SIDING HORIZONTAL. JOINTS.
ATTACH TO FRAMING w! 1'xX
STAPLES AT 12' O.C. (TYP)
PROVIDE CONTINUOUS
ALUMINUM Z-SAR FLASHING
AT SIDING HORIZONTAL JOINTS.
ATTACH TO FIRMING WJ 1'xi$'
STAPLES AT 12. O.C. MP)
TIONAL DOOR OR WINDOW.
;ATIONS VARY PER CUSTOMER.
DOOR AND WINDOW LOCATIONS
VARY PER CUSTONIER. SIDE ELEVATION
-r-
_NOTE,
WINDOWS. DOORS. AND TROY SHCWNARE CONCEPTUAL ACTUAL WINDOW. DOOR ANOTRIM
MAY VARY PER CUSTOMER REQUEST.
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UTILITY BUILDING-FLORIDA-WIND=160 MPH--FBC 2017
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DATE: 1 I-i 6 2017
DIawN EY:
CHECKED BY: KLN
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REVISION:
P&;72W3 i-17
PORTA13LE 13UILDINGS
SCALE_ NOTTO ME
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