HomeMy WebLinkAboutProduct Approval (2) RECEIVED
JAN 314'
5T. Lucie County, Permitting FILE
COPY
WEATHER KING PORTABLE BUILDINGS _
DESIGN CRRERIA:
760 WESTBROOK ROAD 1.RISK RSK CATEGORY 1
HICKORY,KY 42051 2 LIVE..
FLOOR 40 PSF
.. ._............_....._ ___ .._ ROOF:20 PSF
GENERAL NOTES; 3.DEAD LOADS:
1.STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH 10.ALL ROOF DECKING IS TO BE 09A, ITEMS BYO RS FLOOR:4 PSF
THE 2017 FLORIDA BUILDING CODE(FBC). THE FOLLOWING ITEMS MAY BE SUPPLIED AND
11.ALL SIDING IS TO BE TREATED TI-11.LP SMARTSIDE ROOF:S PSF
2 ALL MATERIALS AND CONSTRUCTION SHALL BE IN PANEL.OR 29 GA.METAL SIDING. W STALLED BY OTHERS.THESE ITEMS MAY BE WALLg;}PSF
ACCORDANCE WITH THE ABOVE CODES AT THE TIME OF SUBJECT KI LOCAL TABLE BUILDTIONINGS
APPROVAL
MANUFACTURE. '2.ALL FLOOR JOISTS ARE TO BE PRESSURE TREATED R WEATHER LE FOR THESE
ITEMS. GS I3 NOT d.WIN ULTIMALOADSTE
ARE DESIGN
IND P E FOLLOWING:
SVP a2.OR BETTER, RESPONSIBLE T-0RTIESE ITEMS. UITiMATE DESIGN'MND$PEED:
3.DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS. I.THE FOUNDATION AND TE-DOWN SYSTEM (2017 FBC FIGURE 1609.3(3)1
13.ALL UN-TREATED WOOD FRAM WG IS TO BE TO BE VUL" 1E0 MPH
4.STRUCTURES ARE CLASSIFIED AS'MINOR STORAGE SPF 42 OR BETTER,UNLESS NOTED OTHERWISE. NOMINAL WINO SPEED.VnAd=124 MPH
BJ
FACTES-IRSK CATEGORY 0 60
PER TABLE 14.5 AND 2.RAMPS.STAIRS,AVD GENERAL ACCESS RISK CATEGORY I
SHOULD NOT BE USED FOR HUMAN HABITATION. 14.ALL FLOOR DECKING IS TO BE%'TREATED PLYWOOD 3.ELECTRICAL SERVICE HOOKUP EXPOSURE PRESSURE
C
IN7EIiNMPHESSURE
OR%-PERFORMAX 500 FLOOR SHEATHING.FLOORING COEFrICIENT:
5.3 TRUCTURES ARE DESIGNED FOR LOCATIONS THAT HAVE A CLOSER THAN 16 INCHES TO EXPOSED GROUND SHALL i.Lry NENpi S A C
3 SECOND WIND GUST OF 160 MPH FOR RISK THAT
1 BE OF NATURALLY DURABLE OR PRESERVATIVE-TREATED tRJ� ��-•{{�� COMPONENTS 6 CLADDING:
STRUCTURES PER FIGURE 1609.3(3)OF THE 2017 FBC. WOOD IN ACCORDANCE WITH 230/.12.1.1. � $ �VCUY EFFECTFVE WIND AREA.All
FT
coroh•'A"" ROOF-20NE 1•19.3, 6 PSF
Fw•M.ww ...a RN' ROOF:ZDNE 2=19.3.-53.3 PSF
6.SIDING FASTENERS SHALL NOT BE INSTALLED IN PANEL SIDING 15.ALL SKIDS ARE TO BE 4.6 PRESSURE TREATED. AnaM+Mw+rL C=^'"' WCUMEW ROOF-ZONE 3.19.3,-76.9 PSF
GROOVES IN THE FIELD OFTHEPANEL OR'NHEN THE SIDING RATED FOR GROUND CONTACT. Adlw•aw•:`aa*+^^4 WALL ZONE.4.33.5,X63 PSF
GROOVES OCCUR AT CUT EDGES OF THE SIDING PANEL trwrerix.�T•r
16.REFER TO THE SUPPLIED FASTENING SCHEDULE FOR WevA<�-'s... WALL-ZONE 5=33.5.-sa.6 PSF
7.STRUCTURES ARE DESIGNED FOR LOCATIONS THAT ARE NOT FASTENING BASED ON CONNECTION AND LOCATION OF ASM-ate'`>^'
IN FLOOD WIZARD AREAS.STRUCTURES SHOULD NOT BE MEMBERSASPER THE 20'7 FLORIDA BUILDING CODE 41+w ROOF-ZONE
PSF FP
USED IN OTHER LOCATIONS. TABLE 2304.10.1,UNLESS NOTED OTHERWISE. I".".: Fn't-'r"7--ts-
,,,, -ts ROOF-ZONE 1.17.8.-29.6 PSF- ROOF-ZONE 2=17.6.-4&0PN(th ROOF•20NE3=17.6.-73.7 PSF
0 W ACCORDANCE WITH FBC 1609.12 STORAGE SHEDS NOT 17.ALL EXTERIOR NAILS ARE TO BE ZINC COATED. A✓to.r G jDESIGNED FOR HUMAN HABITATION WITH A FLOOR AREA ,•,•,, LWALL-ZONE 4=3ZD,-34.6 PSF
OF T20 SQUARE FEET OR LESS ARE NOT REQUIRED TO COMPLY 18.STRUCTURES SHOULD HAVE 30 YEAR RATED ASPHALT r.«1 WALL-ZONE 5.32.0.41A PSF
WITH THE MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS SHINGLES CONFORMING TO ASTM D3161(CLASS F)OFTHE 2C 17 FBC. OR ASTM 07158(CLASS HI OR 29 GAMETAL ROOF PANELS. u•' %x..een 5'WIDE ROLL UP DOCK'
frr ar wn iw a'°°'t°� DESIGN PRESSURE=.30,4-332 PSF
9.W ACCORDANCE WITH FBC 1010.1.1,BUILDINGS THAT ARE 400 19.ALL BUILDINGS ARE TO BE ADEQUATELY ANCHORED TO NOTE:CSC WIND PRESSURES SHOWN MAY BE
SQUARE FEET OR LESS THAT ARE INTENDED FOR USE W TO RESIST WIND LOADS.ANCHORING OF THE BUILDING S 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 2017 FBC.
5.CONSTRUCTION TYPE Y$
UTILITY BUILDING--FLORIDA-4I0=160 MPH--FBC 2017
A i
N..77 09
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DATE 11-15.2017
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FASTENING SCHEDULE FASTENING SCHEDULE(CONT)
DESCRIPTION OFBUILDING ELEGEM NUMBER AND TYPE OF FASTENER SPACING AND LOCATION DESCRIPTION OF BUILDING ELEMENT NUMBER AND TYPE OF FASTENER SPACWG AND LOCATION
ROOF FRAMING WALL FRAMING(CONT-)
............... ............................. .............. .............
................. .........
13M
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WALL FRAMING
FLOOR FRAMING
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--FLORIDA-410=160 MPH--FBC 2017
UTILITY BUILDING
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DESCRIPTION OF BUILDING ELEMENT NUMBEH AND TYPE OF FASTENER SPACING AND LOCATION
SUBFLOOR.ROOF AND INTERIOR WALL SHEATHING'
EDGES INTERMEDIATE ------SUPPORTS
(INCHES) (INCHES)
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TREATED RIM JOIST
CONT.2x4 TREATED FLOOR JOISTS 10.O.C.MAX(6 WIDE) mp)
�-CONT.248 TREATED FLOOR JOISTS® 'O.C.MAX 110 8 1,'-2'Y/IOE7 p�s�
(SPLICED JOISTS ARE NOT PERMITTED;
6 !"J5
TYPICAL FLOOR FRAMING PLAN
UTILITY BUILDING-FLORIDA-410=160�F�--�- MPH--FBC 2017
* _ ^ROJECT NO SHEET NUMBER
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.._........__._.___......_....__.... ._ ...........
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N0.77209 SKEET NUMBER
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DELUXE UTILITY CABIN FLOOR FRAMING PLAN(OPTIONAL) L#o '
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-RIDGE FASTEN ROOF SHEATHINGTO
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r EDGES AND IN THE FEW,UNO.
19 O REFER TO FASTENING SCHEDULE
A FOR ADDRIONAL INFORMATION.
VARIES 7-0'
\`SHOP-BUILT ROOF TRUSSES
AT 24'0.C.REFER TO SHEET S-2.0 FASTEN ROOF SHEATHING TO RIDGE
FRAMING AT 4 INCHES O.C.AT
EDGES AND IN THE FIE,.D WITHIN
THE END STRIP AT EACH ENDWAU.-
REFER TO FASTENING SCHEDULE
FOR ADDITIONAL LN CRMATION.
ROOF FRAMING PLAN ROOF SHEATHING DIAGRAM
J «F UTILITY BUILDING--FLORIDA-4I0=160 MPH--FBC 2017
a A: NI>77209 •:A$ PRDIECr W-% SHEET NUMBER
s 3
i e Mn: 11-15201'
S`ATF- S-I -UB
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M1-,s-17 PEE37i295��2�t-T7 _.. _
F.,OSB DECKING WI 'OSB OECKING W!
SHOP BUILT TRUSS 2d'O C. ASTM 03161 CLASS FOR SHOP BUILT TRUSS 2Y O.C. ASTM D3161 CLABS FOR
ASTM D7158 CLASS H @ ASTM 07158 CLASS H
SEE SHEET$2.3 FOR—\ ��ASPI-ALT SHINGLES OR SEE SHEET M3 FOR—\ r ASPHALT SHINGLES OR
ADD_INFORMATION. \ 29-GAGE METAL ROOFING ADOL INFORMATION. 294AGE METAL ROOFING
i
(REF NOTES) \ (REF NOTES)
----- --- --_-- PROVIDE CONT.METAL � �_ P!TOVIDE CONT.MRAL '
f2 DRIP EDGE AT EAVES 12 DRIP EDGE AT EAVES5N— AND GABLE ENDS. Br- ......._ _AND GABLE ENDS.
REF.DETAIL 31S�3.0(TYP) jr-- HER DETAIL 31S 3.0(TVP)
1,
4 STUDS Q IW
2X4 STUDS CD 16-
Y \\ PROVIDE DOUBLE D.C. :7 I PROVIDEOUBLE D.C.
�^ 4 %Tl•11 SIDING, \'- ��. STUDS AT WALL SIDING I %'T1-11 SIDING, �)
'LP SMARTSIDE TOP VERTICAL SEAMS F! li'LP SMARTSIDE TOP�� STUDS AL WALL SIDING
PRECISION SERIES PRECISION SERIES VERTICAL SEAMS
190 SIDING,OR '4 1 190 SIDING,OR
29 GA METAL SIDING a' �' 29 GA METAL SIDING
(NOTES) §((TREATED PLYWOOD OR fe (REF NOTES) %'TREATED PLYWOOD OR
PERFORMAX 500 FLOOR PERFORMAX SOD FLOOR
DECKING. DECKING.
4d TRTO SK$1 ...../'• !,S-p• I`
2x4TRTD FLOOR JOISTS1"`_""""""""""""'�F 2n6 TRTD FLOOR JOISTS
°�...__._....._. �glco.c.Max
P44dT111TOS100 lir-m 0IVOC.MAX
V WIDE 19 WIDE
NOTES FOR METAL WALLIROOF PANELS:
1)METAL WALL PANELS WITH THE RIBS RUNNING HORIZONTALLY
SHALL BE ATTACHED TO OSB WALL SHEATHING PER ypyy�
DETAIL 1 ON SHEET 5-3.3 AND DETAIL 1 ON SHEET S-3.4. +'IW
2)METAL WALL PANELS WITH THE RIBS RUNNING VERTICALLY
SHALL BE ATTACHED TO 294 GISTS IN ACCORDANCE WITH ��qy�y.
DETAILS 2 AND 3 ON SHEET S-3.3. V u1mt'��
3)METAL PANELS ATTACHED DIRECTLY TO WOOD FRAMING
SHALL BE ATTACHED IN ACCORDANCE WITH DETAIL 3 ON SHEET 53.3
NOTE REFER TO FASTENING SCHEDULE ON SHEETS S-0.1 6 S-02 4)METAL PANELS ATTACHED TO OSB DECKING St L BE ATTACHED
FOR MEMBER ATTACHMENTS UNLESS NOTED OTHERWISE. IN ACCORDANCE WRH DETAIL 1 ON SHEET S-3.3 i
BUILDING SECTIONS
UTILITY BUILDING--FLORIDA-4I0=160 MPH--FBC 2017
N.77209 PROJECT NO..
* SHEETNUMBER
DATE; 11-15.2017
T'y4 y'n.ceCjS"""A"P F!"°ll•.)rSa-J7 A®pp. �PhEol9E0Robbl.T�x
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%e OSS DECKING Wf
ASTM D3161 CLASS F OR NOTES FOR METAL WA_uROOF PANELS:
SHOP BUIL?TRUSS 0 24'O.C. ASTM D7158 CUSS H
SEE SHEET S2.3 FOR SHEATHING ASPHALT SHINGLES OR 11 METAL WALL PANELS WITH THE RIBS RUNNING HORIZONTALLY
ADDi INFORMATION. 29-GAGE METAL ROOFING SHALL BE ATTACHED TO OSB WALSHESHEATHING PE
R
/ DETAIL 1 ON SHEET 8.3.3 AND DETAIL 1 ON SHEET S•34.
(REF NOTES) 2)METAL WALL PANELS WITH THE RIBS RUNNING VERTICALLY
12 PROVIDE CONT.METAL DETAILS
AND 30N SHEET S-33.L BE ATTACHED TO 20 GIRTS IN ACCORDANCE WITH
DRIP EDGE AT EAVES
St" AND GABLE EMS 3)METAL PANELS ATTACHED DIRECTLY TO WOOD FRAMING
REF.DETAIL 3/5-3.0(TYP) SHALL BE ATTACHED IN ACCORDANCE WITH DETAIL 3 ON SHEET S-3.3
4)METAL PANELS ATTACHED TO OSB DECKING SHALL BE ATTACHED
IN ACCORDANCE W11 H DETAIL 1 ON SHEET&3:3
2.4 STUDS 0 18'G.C.
(2)2µ PROVIDE DOUBLE
5j'T1-11 SIDING, (2)
PLATE /-STUDS AT WALL SIDING
VLP SMARTSIDE VER.I SEAMS
I PRECISION SERIES_-
�. h 100 SIDING.OR
?D GA METAL SIDING
(REF NOTES) PE TREATED PLYWOOD OR
PERFORAIAX S00 FLOOR
DECKING.
ate....{_......................_ ..._
2x6 TRTD FLOOR JOISTS
(r}/tE TRTD 9Kq
1r 2 1a D.C.MAX
11x- NUDE
MCI-WENT �
NOTE REFER TO FASTENING SCHEDULE ON SHEETS"A 9 S-0.2
FOR MEMBER ATTACHMENTS UNLESS NOTFO OTHERWISE.
BUILDING SECTION
"nnnnr"°
—FLORIDA-410=160 MPH--FBC 2017
UTILITY BUILDING
e At N.77209 SHEET NUMBER
s
11-75-2017 �_�r�_U8
ro-OF� APProV 0 W Phillip E Robbin )�Xeather
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PI9n Np, ,: TABLE BUILDINGS REVRpM SCALE:NOT TO SCALE
___ !1-JS•17 Fl-- _
ROOF TRUSS REFER TO DETAIL 5O
REFER TO DETAIL 5 ON SHEET 53.1 FOR STRAP ROOF TRUSS
SHEET S3.1 FOR STRAP / ATTACHMENT.(TYP)
ATTACHMENT.(TVP) / \
LAP THE TOP PLATE IAP THE TOP PLATE
i};'-13 CA METAL FROM THE SIDE WALL FROM THE SIDE WALL
BRACING STRAP - OVER 7HE ENO WALL PLATE 1.�-16 GAMETAL OVER THE END WALL PLATE
mu
AT EACH CORNER_ BRACINGSTRAP(NOT REQUIRED FOR INOT REQUIRED FOR AT EACH CORNER'WALLS SHEATHEDWALLS SHEATHEDWITH WOOD SIDING \ Y71T11 WOOD SIDING
OROSS SHEATHING. `DOUBLE.TOP PLATE\ OR OSB SHEATHING). `DOUBLE TOP PLAT
(TYP) (TYP) 4-0•MAXOPENI-
REFER TO DETAL A ON REFER TO DETAIL<ON
SHEET S3.1 FOR STRAP / SHEET S3.1 FOR STRAP
AITACHMENT.(TYP) ATTACHMENT.(TYP)
ATTACHSTRAPTOEACIi /STUD WI(2)BJ NAILSN.W.-TYP)
T WIDE FRONT ENDWALL 11'-2"WIDE FRONT ENDWALL
ROOF TRUSS-\ (10'WIDE SIMILAR)
\\ OPTIONAL WINDOW 411� REFER TO DETAIL 5O
REFER 3.DETAIL SON A, 16' E MAX(TYP) 'M�I �y SHEET S3.1 FOR STRAP— ROOF TRUSS
SHEET S3.I FOR STRAPsaBi3„"H'T `�1�14:VY ATTACHMENT.(TYP)
ATTACHMENT.(TYP) CCK
DOUBLE TOP PLATE. LAP THE TOP PLATE
1},
'11 GA METAL I I�-18 GA METAL FROM THE SIDE WALL
BRACING STRAP BRACING STRAP OVER THE ENO WALL PLATE
(NOT REQUIRED FOR (NOT REWIRED FOR -- -------- AT EACH CORNER.
WALLS SHEATHED—� LAP THE TOP PLATE WALLS SHEATHEDWIT1:WOODSIDING \ FROM THE SIDE WALL WITH WOOD SIDINGOR OSSSHEA.THMG). OVER THE ENOWALL PUTE OR OSB SHEATHINGj. XDOUBL-c TOP III
TYP) AT EACH CORNER, (TYP) \_REFER TO DETAL 3 ON : — -- REFER TO DETAIL I ON
ATTALHSTRAPTOEACHSHEET 57.1 FOR STRAP SHEET S3.1 FOR STRAP
STUD WJ(2)6d NALS MW. ATTACHMENT.(TYP) ATTACH STRAP TO EACH / AT TACHMENT.(TYP)
(TYP) STW W%(1)Ba NAILS MW.U ❑ (TYP) _.....
B'WIDE REAR ENDWALL 1'•2"WIDE REAR ENDWALL
(10'WIDE SIMILAR)
°JINLINUTILITY BUILDING--FLORIDA--WIND=160 MPH--PBC 2017
z N..77209=q * '- PRD.IECT Na SHEET NUMBER
I V STATE - yy aTF. 11-15-2DI7 rt /�
OF P,i. AporovFlorlJa PE�90 OoU6hla CmCgE Y: -22—UB� — IB
Weather ing, KIUN
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a..nnla
K-17 PER172063 1 '�i-n PORTABLE BUILDINGS SCALE:NOT TO SCALE M
r
I
i
TRUSS GENERAL NOTES: 2At TRU (2)2A4 TRUSS
PLATE(USS W-r 4'•Y PLATE
1.REFER TO SHEET S-0 FOR DESIGN LOADS.
2.MAXIMUM TRUSS SPACING=24.O.C. - L 8'-10' 8.10'
_..................
3.TRUSS TOP CHORD SHALL BE BRACED W!STRUCTURAL WOOD 12
--�-
SHEATHING ATTACHED DIRECTLY TO TRUSS MEMBERS. 5
d.ALL TRUSS MEMBERS ARE TO BE SPF 02 OR BETTER, yN
5.TRUSS PLATES ARE TO BE A MINIMUM OF 20 GAGE(MT20) I 11•_2• b
4YDR.AULICALLY PRESSED IN PLACE EACH SIDE OF TRUSS. ALL TRUSS MEMBERS TO BE 2.4 SPF 82 _....._......_...._...____-
2x4 TRUSS i
6.REACTIONS DUC TO WIND ARE BASED ON MWFRS END ZONE Pum(TYI')"
PRESSURES.INDIVIDUAL MEMBERS DESIGNED FOR ZONE 2 MR%REACTIONS.
COMPONENTS AND CLADDING WAND PRESSURE. HORFC 51 LBS. ALL TRUSS MEMILERS TO BF.2.6 SPF A2
NET UPLIFT:.223 UBS, (UNLESS NOTED OTHERWISE)
7.DEFLECTION MEETS L/240 LIVE LOAD AND U180 TOTAL LOAD. GRAVITY 2D0 LBS.
B.LOAD DURATION ADJUSTMENT FACTORS: $'WIDE UTILITY TRUSS MAX REACTIONS
LIVE:125 HORIZ 71 LBS
WIND:1.80
NET UPLIFT:J12 LBS.
9.REPETITIVE MEMBER INCREASE:1.15 2x4 TRUSS 0, GRAVITY'276 LBS'
PLATE(TYP) ............_. _......_.__ .,� 11'-2"WIDE UTILITY TRUSS
j 12
15
— _ tar
ALL TRUSS MEMBERS TO BE 2W SPF 02 y� NDI
'AP FTVVCU
MAY REA NS DOCUMENT
HORIZ 64 LBS.
NET UPLIFT:.279 LBS.
GRAVITY:250 LBS.
10'WIDE UTILITY TRUSS
................ --FLORIDA-410=160 MPH--FBC 2017
UTILITY BUILDING
3a�!';.y GEN��•.
a;j Nw77209 *•%
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_
1
f
ATTACH SIDING TO METAL.DRIP FDGE.
WALL FRAMING CONT.2x TREATED RIM BOARD ATTACH TO ROOF r R."OSS DECKING
W7 Be NAILS®B•O.C. W7 T NAILS r INTO BRIDGING w71 'STAPLES
IN FIELD 8 ALONG_ / &(3)3'NALS TOENAILED INTO SKID 17 O.C.
EDGES.(SPACE NAILS \ /
AT J'O.C.ALONG (3)3-NAILS 1.4 P.T FACIA
PANEL EDGES AT _THROUGH FLOOR JOIST l ..N)3-TOE NAILS w�(2)2-NAZI&
ENDWALLS) j BOTTOM PLATE / / INTO SKID AT EACH TRUSS
INTO EACH SND �-TRUSS
SIMPSON MTSIG STRAP
y-P.T.PLYV/p00 wl(7)10d.trj'NAIL$(MMI)IN
SOFFIT W(2)7�� \ EACH END OF THE STRAP
NAILS AT EACH AT EACH TRUSS.WRAPAROUND
(3)7 NAILS--'
PE. TRUSS AND NAL TO WALL TOP PLAT-
-
CONT.CONT.24 TRTD WHEN TRUSS DOES NOT LINE
BRgGkJCa WI J y "SKID �yy TOE NAL TRUSS UP WITH A WALL STUD BELOW.
(5)7 NAILS IN WA TO TOP RATE W1 REF DETAIL MS•3.0 FOR AN
1-TYPICAL DETAIL EACH SKID /� ♦�ti ro MI(MNALSMIN �\ KALTERN LIEU OT�LLLLDUOWN�DN
DMUMENT '\_DOUBLE
2-FLOOR JST TO SKID DETAIL 3-EAVE DETAIL TOP RATE
ROOF TRUSS DOUME I
/F Top PLATE N RT0 ENDW'ALL HEADER FOR
(EC
J'NAILS® OPENINGS UP TO 6'.'.
B'O.C. aSIOEWALL HEADER FOR
OPENINGS UP TO a'-0•.
12)2MMYw 068 LATEFl7TCH RATENp7 (1)2�I.FLAT NATE: SIDEWAUL HEADERFORALL MEMBERS ALL MEMBERSOPENINGSUPTOf-0'.
OF MT610 STRAP. ARE 2A ARE2 a,UNO
E A SIMPSON D.153 A 6• (2)2A vd'V OSB
RUSS SCREW FLRC/RAT5B00)OR MAX (3)3'NAILS SIDEWALL HEADHi
LENTATEACH -- _.. _ (TYP) �' I FOR OPENING6
RU55. -_________ ._..__ UP TO B'-•
NOTES:
I.PROVIDE 2N JACK STUD UNDER EACH EIA OF LAID
NOTE:REFER TO 3 .D FOR INFO NOT 51"MSTUD BEARING HEADERS.NAL TO ADJACENT STUD PER3M.0FASTENING SCHEDULE.NOT REQUIRED AT END WALL
LE TRUSS DETAIL(D1 ENDWALL DETAIL(Q1 SIDEWALL OPENINGS
HOLDDOWN DETAIL.
HODOWj
5 TYP WINDOW FRAMING 6-DOOR HEADER SCHEDULE
°J1N`IN� UTILITY BUILDING--FLORIDA-410=160 MPH--FBC 2017
%��,F�•y;GENSe �''•
y; No.77209 * NOTC RCFER-O FASTFNING SGHFnuIF ON SHEET ",I-".2 FOR
10.
AT-Al-IMENTIKFOR.NATION NOT NOTED ONTEIMSHFFT. J� SHEETNUNISER
p••. STATE ll` Li. ATF 11-I&2D17
OF Amoved by
ORlOP:•' •PPh�p�RPNOb KILN
Weather I�C n g DRAWNlY: - -
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,s-77 P'" ' PORTABLE BUILDINGS �� SCALE 1`-1-0
ROOF TRUSS TOP PLATE VARIES(SEE PIAp
(TYP) JOINT _CONT.DOUBLE
........_ _r. ......
TOP PLATE I
ti-
�.t BOTTOM PLATE .\
JOINT
j TREATED 2.4 x B-0'LONG / \
SPLICE PLATE CENTERED
ON SPLICE,EACH SIDE OF �
STUD / I TREATED 4z0
J SKID w/2 ROWS 100 NAILS
(7YP) 24•MIN ®4.O.C.STAGGERED SKID
1-WALL TOP PLATE SPLICE DETAIL -,BGASTEELSTRAP.
WA
WmAPPfi VE
mAPAaouNo3013ra �"
ATTACH TO JOIST 2-SKID SPLICE DETAIL
SIMPSON MTS16 STRAP W114)10d X%*NAILS
w.o(7)10d z 1}j•NAILS(MIN) 1 EACH SIDE OF JOIST.
IN EACH ENO OF THEROOF DOUBLE
STRAP AT EACH TRUSS. i TRUSS TOP PLATE '
WRAP AROUND'I'OP PLATE. ,/.'•16 GA STEEL STRAP.
REF DETAIL 4M-3.O FOR AN r(.2)
44\\ WRAP OVER WALLL TOPALTERNATE HOLD DOWN PLATE,PROVIDE(3)Sd 12-D.. ffi4STUONAILS INTO TOP OF PLATE. �D 12.O.C. `•OPTION W LIEU OF 7HE \ %(ENO WALL)
METAL STRAP. � PROVIDE(S)tOd NAILS MIN \INTOSTUD/SIDEOFPLATE. (2)2.4 STUDS
PORCH POST (SIDE WALL)BEYOND. P PLATEREF DETAILS ON- S6'sATE _. _SHEET S32 FOR11
DSOFFITADO11NF0. UFROM ` / 3•NAILS 1't'U.C.STUD.�/ _.STAGGERED 3E
NOTE:REFER TOvsa.OFOR INFO NOT SHOWN. 4STRAPATTACHMENT 5-STRAP ATTACHMENT 6-TYPICAL CORNER DETAIL
3-PORCH EAVE DETAIL. SCA-E-%'-l'-Q` SCALE=1Y•,V4'
UTILITY BUILDING--FLORIDA-4I0=160 MPH--FBC 2017
}.* Np77209 *- : ECT NO:
'a * ATTACHLENTINFCRMATKINN0T4WM0NTM9SHEET. SHEET NUMBER
i 57'ATQ 5DRAWN BY, KLN
Weather
f 11-152017 '/`�7 ',//71 R
't A•R P a APDIDu4tl D PFE_h111P E Ro6bins i ! e a t h e r K i n1 =rg C- .,...BY: KLN V_y.l_�Y
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REF DETAILS VS-3-1 84B-3A REF DETAILS 364IS3D
FOR ROOF TRUSS HOLD- FOR ROOF TRUSS IO-
DOWN INFORMATION
/ DOYEN INFORMATION-1 NOT SHOWN FOR CLARITY 1
(YVWS T x 5 LAG �% NOT SHOWN FOR CLARITY \ m,�
SC THROUGH (TVP)TYR)
TOP PLATES INTO ROOF TRUSS
GKB P.T.POST \ ` (TV"
P.T.PLYWOOD
�-CEILING AT PORCH
ONLY.
(2)iu x8-LAG
4x8 P.T. SCREWS THROUGH
POST / TOP PLATES INTO
4x8 P.T.POST
y- P.T.lx PORCH BOARDS .. -...
w/(2)F NAILS
INTO
CONT.2A P.T. EACH FLOOR JOIST
RIM JOIST�. DOUBLE TOP PLATE
END WALL—� EKTENDED
44 P.T. TO PORCH FOSI
/ POST~
('o)3"NAILS(A11N) J(".
FROM ENO JOIST --4x8 P.T.SKID }p{yl
INTO CORNER POST 1�11L..t7 P.T.tY PORCH BOARDS BOTTOM PLATE
1-CORNER PORCH POST DETAIL W "�(2)3*� M
80Documm (TMPt
EACH FLOOR JOIST
1x8 P.T.
POST \ V P.T.lx PORCH BOARDS
--
wf j2)3' INTOCONT,1.P.T. EACH FLOOR�JOIgT
RIM JOIST�� REF DETAILS 1 6 2532 / 4x6 P.T.S W \\
FOR POST BASE —." ._.
ATTACHMENT �. ROOR JOIST
l0)3"NAILS(MIN) PORCH VARIES(SEE PLAN) 1ryP)
FROM JOIST-' 4x8 P.T.SKID
INTO POST
NOTE:REFER TO DETAILS 153.2 AND 21S3.2 FOR INFO NOT SHOWN.
NOTE:REFER TO IIS3.2 FOR INFO NOT SHOWN.
2-INTERMEDIATE PORCH POST DETAIL 3-OPTIONAL PORCH SECTION
� E sFUTILITY BUILDING--FLORIDA--WIND=160 MPH--FBC 2017
Y A ND.7TZ-- f'- NOTE:RC2RTOFASIENrtIGSCHCDIACONSMt-'SS-iA $4.YFOR PRDJECT NO:
_ SHEET NUMBER
* E ATTACHM[NT WfORMATION NOT NOTED ON THS SY•EET. DATE. 11-1
52017
.. STATE : ��IBB6 S-3.2-UB
OF P. APRravW byy PNBp E ROOWne CORAANHECK D B WIN
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META.ROOFING OVER
%'OSB SHEATHING. 29 GA METAL PANEL
REFER TO DETAIL ATTACHMENT
rr\ C
FORATT0.GHMENTY'•1d$ELF ORLLLNO N10.16x Ali•WOOD SGREN/DOUBLE SC"WWASHER W WASHER 0 35.5.5--3.5'O.C.
TOP PLATE �. SPACED@ N'O.C. • • H SIDE OF EVERY MAJOR RIB)
ALONG EA SIDELAP
0N MTS 18 STRAP29 GA METAL SIDING. DdxWNALS(MIN)IN
ATTACH TO GIRTS PERND OF THE STRAP
DETAIL 35-3.2H TRUSS.WRAP AROUND
AIL TO WALL.TOP PLATEN TRUSS DOES NOT LINE y,FRAMING_I
UP WITH A WALL STUD BELOW.
REF DETAIL 4/53.0 FOR AN FASTENING PATTERN AT PANEL ENDLAP
2[4 WA.LGIRT.ATTACH ALTERNATE HOLD GOWN OPTION
TO EACH STUD N/_
IN LIEU OF THE META.STRAP.
(3)3•RING SHANK NAILS
(rP) 2B GA METAL PANEL
,.._ V-14 SELF DRILLING *I(W4 x l.. WOOD SORE W
SCREW w:WASHER W WASHER 0 9 O.C.
SPACED(E 24'O.G. pTTYP
zz ALONG EA SIDELM
21 GA METAL PANEL w,' (ONE SIDE OF EVERY MAJOR RIB)
110-1Sx R WOOD SCREW m
WASHER Q9.O.C.
�-(ONE SIDE OF EVERY MAJOR RIB) 17
SPACE SCREWS ATI6'O.C.MAX �,�F
C j ALONG PANEL LENGTH. $ �`2M STUDS `AX
1!O.C.
APPROVE ET ._ .._..._.
D"Fn S 2x FRAIAING
r •
OS9 � --1
1A FRAMING SPACED J - FASTENING PATTERN AT INTERIO PANELSUPPORT.
AT 24'0.C.MAK 2-TYPICAL VERT METAL SIDING DETAIL
1-METAL PANEL FASTENING TO OSB 3-METAL PANEL FASTENING TO WOOD FRAMING
NOTE:REFER 10 DETAILS'JSS.O ANO S/S3.0 FOR INFO NOT SHOWN. SCALE=IL--V 0-
;+0.�•;�E IVO UTILITY BUILDING--FLORIDA--WIND-160 MPH--FBC 2017 ,
#; N0.77209 # NOTE:AEFERlO FgSiENPID SCHEDULE ON SHEt1S t40.l AAD 60.1 FOR PWJJELT NQ
' * ATTACHM—IHFORMATIONNOTI TFD ON TM5S M SHEET NUMBER
DATE: 11-16-2017
�OF� s APMovetl by Phlllp ERoiW4�s DRA'NN Rr. KLN HIM
11.15.17
<OR10P,i•;F ® .FloridaPEA9070 e a t h e�r K i CHECKED 9Y: KLN ,
^NI^ P1^ DA PORTABLE BUILDINGS REVOON:
_...—. SCALE:1'o1'-0 s
PER172G63 12-1-17
i
...............
_.. -- -- .. -- ---- ----
29 GA-METAL ROOFING OVER
(a Oss SHEATWNO
REFER TO ATTACHMENT
FOR ATTACHMENTMENT
SIMPSON MTS1B STRAP
29 GA.METAL SIDING OVER wl(7)10d X 14'NAILS(MIN)IN
'iia OSD SHEATHING._ EACH END OF THE STRAP
REFER TO DETAIL 1/51.2 �\ AT EACH TRUSS.WRAPAROUND
FOR SIDING ATTACHMENT AND NAIL TO WALL TOP PLATE
r WHEN TRUSS DOES NOT LINE
UP WITH A WALL STUD BELOW.
REF DETAR 4/53.0 FOR AN
ATTACH OSB SHEATHING ALTERNATE HOLD DOWN OPTION
TO WALL FRAMING IN LIEU OF THE METAL STRAP.
W,Sd NAILSQV O.C.
IN FIELD d ALONG
EDGES.{SPACE NAILS
AT Y O.C.ALONG
PANEL EDGES AT
ENDWALLS)
2.4 STUDS Q
IV CC.
I
1-TYPICAL HORIZ METAL SIDING DETAIL
NOTE:REFER TO DETAILS 1153.0 AND 153.0 FOR INFO NOT SHOWN.
I
UTILITY BUILDING--FLORIDA-4I0=160 MPH--FBC 2017
*�• N0.77209 k= NATE_REFER TO FAStEHIHO SCIIEOUIE ON SHEET88-0.,AIID502 FOR
ATTAOIMENT INFO nDN NO'T NOTED ON TMS—ET. � � SHEET NUMBER
p'•. STATE DAM- 11.15-2017
A pF P• ADMwed by PbgIIP E RnbbH.
Weather
DRAWN
FbAd.PE-48070
CHECKED e: RNg
RENswN:
N-K-0 PER172063 T2-1.17 PORTABLE BUILDINGS SCALE =,-v
EXTERIOR WO00 SIDING.
REF DETAIL IIS-3-0 FOR 2.4 L GIRT,REFER METAL WALL SUING
NAIUNG REQUIREMENTS TO DETAIL 2IS3.3 FOR
RIBS RUNNING VERTICALLY.
SPACING AND NAILING / ATTACH TO WALL GIRT PER
?$TRTD REQUIREMENTS DETAIL 354.3
TRIMTr
}.'TRTD
PLYWOOD
IIULL-UP DOUR GUIDE. TRIM
ATTACH i0 WO00 JAMB (2)2x SP 02(OR BETTER)
.1 Y".t TS'LONG LAG JAMB STUD.REFER TO ROLL-UP DOOR GUIDE.
SCREWS 1Y O.C.PER FASTENING SCHCDULE ATTACH i0 WOOD JAMB (2)2.4 SF N2(OR BETTER)
MANUF.SPECS.BOTTOM FOR NAILING REQUIREMENTS
SCREW TO BE 6-MAX SCREWS x 1.75'LDNG LAG 0.78' JAMB STUD.REFER TO
E
ABOVE FINISHED FLOOR SCREWS Q CS O.C.PER 1%. FASTENING REQUIREMENTS
LOCATE GUIDE FOR LAG MANUF.SPECS-BOTTOM.G'MAX. --- -- FOR NAILING RECVIREMENTS
SCREW TO BE G'MAX
SCR EW TO BE CENTERED ABOVE RMSHEO FLOOR.
ON JAMB STUD CLOSEST LOCATE GUIDE FOR LAG
TO DOOR OPENING SCREW TO BE CENTERED
1-ROLL-UP DOOR JAMB DETAIL �JAMB STUD
OOPEWVG
METAL WALL SIDING OVER
(WOOD SIDING) ;;;OSB WALL SHEATHING.
I�REP DETAIL 1/5-3.0 FOR 3-ROLL-UP DOOR JAMB DETAIL
/
LD NAILING REOUIREMENTS (VERT METAL SIDING)
OO ,
PLV WWOOD-
TRIM
ROLL-UP DOOR GUIDE.
ATTACH TO WOOD JAMB (2)2x4 SP 02(OR BETTER)
1.75'LONG LAG O.7Y\,JAMB STUD.REFER TO
SCREWS®'.Y O.C.PER ice. ."/y. FASTENING SCHEDULE
MANUF.SPECS.BOTTOM ----eF-1 FOR NAILING REQUIREMENTS
SCRFW TO SF B'MAX
ABOVE FINISHED FLQOR
LOCATE GUIDE FOR LAG `n
SCREW TO BE CENTERED ','it
ON JAMB STUD CLOSEST k' f�
TO DOOR OPENING CJ
2-ROLL-UP DOOR JAMB DETAIL
(HORIZ METAL SIDING)
UTILITY BUILDING--FLORIDA-4I0=160 MPH--FBC 2017
ND.77209 k' NYITE:REFERTOFA3TEMNGSCHEWLEp/S -SSO.IANDSO.2FOR PRWECT NO:
SHEET NUMBER
* = ATTACHMENT WFOMMTIDN Nm NOTED ON THS SH FET. OAft: 11-i$-2Dt7
- S APPAYBD by PhNIIp E Rabbi.. OMWN BY: KILN
<ORIOp'--' -FbriOe PE-19070
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^' n-Is-17 �APER172063 12=1�i-t7 PORTABLE 61 RF &°' scJ1LE:13Rtira
PROVIDE CONTINUOUS rr--�� r---r---i I
ALUMINUM 7.-BAR FLASHING I I I I I I
AT SIDING HORIZONTAL JOINTS. I I I I I I
ATTACH TO FRAMING WI 1-XY4-
I I I I I I I
STAPLES AT I2'O.C.jTYP)
I I I
j V-41
I I I
FRONT ELEVATION .AND WINDOW LOG1..
VARY PER CUSTOMER SIDE ELEVATION
! PROVIDE CONTINUOUS
I I I I ALUMINUM 241AR PUSHING
L.{.--J J AT SIDING HORIZONTAL JOINTS. E'qt
ATTACH TO FRAMING Wl1'04'
STARES AT 12'D.C.(TYP)
OPTIONAL DOOR ORW INDOW. _NOTE;
LOCATIONS VARY PER CUSTOMER WINDOWS,DOORS.AND TRIM SHOWN ARE CONCEPTUAL.ACTUAL WINDOW.DOOR,AND TRIM
MAY VARY PER CUSTOMER REQUEST.
REAR ELEVATION
JE seg UTILITY BUILDING--FLORIDA-4I0=160 MPH--FBC 2017
*; No.77209 y
PRwE�Iq. SHEET NUMBER
* DATE: 17-i5-2017
STATE App—d 6 ftl E RPUblrs /�
� y4�LOR10Q - .Flor Y PE�8070 C,l CHECK11"D `'+UB
9 ` CHECKED BY: qN J V
7 r 11.15-7� PIAPER172063 12a111-17 PORTABLE BUILDINGS wJ Rm&m SCALE:NOT TO SCALE