HomeMy WebLinkAbout22-42565335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
............
4pa, 56-20 2
ate: 07/25/2022
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
V,
CONTRACTOR SIGNATURE
813-780-0020 City of Zephyrhills Parfait Application
Building Department
Date Received'
Phone Contact for ittp
Owner's Name nor pM�n� Nrll�sb�r
Fax-13-730-0021
to `1
Owner's Address C4 _ /40, Owner Phone Number
Fee Simple Titleholder Name �: _e...d.,_ � � � � _. �. Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS LOT
PROPOSED USE
TYPE OF CONSTRUCTION
DESCRIPTION OF WORK
PARCEL I
{OBTAINED FROM PROPERTY f TAX NOTICE)
NEW CONSTR
INSTALL
ADDIALT
REPAIR
SIGN DEMOLISH
SFR
COMM
OTHER
BLOCK
FRAME
STEEL
BUILDING SIZE. I K! m2 � �. � 80 FOOTAGE HEIGHT IL �
SUIL IN $ d�w r VALUATION OF TOTAL CONSTRUCTION
ELECTRICAL AMP SERVICE PROGRESS ENERGY
PLUMBIN �
MECHANICAL VALUATION OF ME HANICAL INSTALLATION
SAS ROOFING SPECIALTY OTHER
FINISHED FLOOR ELEVATION$
FLOOD ZONE AREA =YES N
BUILDER
COMPANY
SIGNATURE
REGISTERED
Address
ELECTRICIAN
COMPANY
SIGNATURE
REGISTERED
Address
PLUMBER
COMPANY
SIGNATURE
REGISTERED
Address
MECHANICAL
COMPANY
SIGNATURE
REGISTER50
Address
OTHER =
COMPANY
SIGNATURE
REGISTERED
Address
RESIDENTIAL
Attach (2) Plot Plans; (2);sets of Building Plans, (1) set of Energy
.R.E.C.
CURREn
E��FEC
License fF
t: N FEE CURRE 1 Y t N
License .
1` I N FEE CURREn Y l N
;;;;: License # �FESCURRE?,���
License
���PEE ,. .
Y! N
License
iiiiiiiitliii li11iiili ilif
arms; R-O-W Permit for new construction,
ea. Construction Flans, Stormwater Plans vrl Slit Fence Installed,
COMMERCIAL
Sanitary Facilities & I dumpster., Site Work Permit for all now projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sik$�of Engineered Plans'
Minimum ton (10) working days after submittal daW Required ongito, Conatrii.ction Plans, Stormwater Plans wl Slit Fonce� installed,
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement Is required, (A/C upgrades over $7500)
Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing
DYED THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sayers Service Upgrades A/C Fences (Plot/Survey/Footage)
Driveways -Not over Counter if on public roadways.,needs ROW
OWNER OR AGENT-41
11
ISOM
ow
as Identification.
Nota Public
Name of Notary typed, printed or stamped
CONTRACTOR
b ribed and o t (or aff� ed),before me this
.by
Whn ` re n lid bra to me or hlhu produced
� 40 � as Identification,
� ' f Notary Public
Commis ' iV0
12,2022
b
il'
1) All property markers shall be fully exposed at time of inspection, (RE'D TAG IF NOT
MARKED)
2) All sheds shall be installed and anchored per manufactures specifications,. (RED TAG IF
NOT ANCHORED PER PLAN)
3) All set. back shall be met.
4) Shall not be installed in easements.
5) Shall be set in the rear or side yards,
6) Only 2 accessory buildings per parcel,
7) Sheds shall not be rented or inhabited.
8) Must meet and follow all conditions of ordinance:780-01
9) No accessory building shall be larger than 300 sq ft without site -plan approval
10) Not to exceed 16"' in height at peak.
11) No other work shall be permitted (framing, PlUmbing., electrical and mechanical) unless
otherwise specified,,
12) Accessory buildings in residential zones that exceed 150 sq ft shall be constructed of
masonry, wood frame, aluminum or vinyl, Aluminum and vinyl shall be residential grade
and be consistent with existing architecture of the principle building and adjacent
properties,
13) Fence shall not encroach neighbor's private property or right of way,
14) Fence shall be no taller than 6 feet in the rear and sides of home. 4 feet from the front
of home,
15) Good side of fence shall face out,,
Owner:
Job Location / Address:
SHOW ALL EXISTING & PROPOSED STRUCTURES GrVING DIMENSIONS & SETBACKS
UTILITY BUILDINGS MUST SHOW SIZE & FOUNDATION INFORMATION
FRONT PROPERTY LIKE
--STREET
(NOTE EXAMPLES 1&2)..
Example 1. Setbacks for RI & R2 Zoning Example 2. Setbacks for R3 Zoning
F__ 6v
---MEET--
DISCLOSURE STATEMENT FOR OWNER
CITY OF ZEPHYRHILLS — BUILDING DEPARTMENT
1, 0 have read and fully understand and agree to the
provisions of this instrument,
The undersigned states and affirms that he or she is desirous of constructing, renovating, adding to or
reroofing his or her own domicile, that he or she actually occupies, or will occupy by said
domicile, and same is not for rent, lease or sale, That he or she shall comply with the followir4g
conditions:
OWNER'S SIGNATURE DATE
ADDRESS
PHONE
WITNESS PERMIT
I/Masterfbnns/0wnemAffidaviVNov07
GENERAL. NOTES:
4" ANDH€3RING PLANS ARE TO BE USED IN CONJUNCTION WITH BUILDING PLANS,
SUBMITTED SEPARATELY.
2. DESIGN LOADS ARE IN ACCORDANCE WITH THE 2020 FLORIDA BUILDING CODE.
3, WIND GOADS ARE BASED ON THE FOLLOWING:
ULTIMATE CESlGN WND SPEEDS. 2020 FBC FIGURE 1fi09,3{4}
Vult = 120 MPH
Vu£f = 140 NIPH
Vuh = 16LI MPH
RISK CATEGORY I
EXPOSURE CATEGORY C
INTERNAL PRESSURE COEFFICIENTS GCpi = f0, 18
4. T"HE M NIMUM 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. TOE -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 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.
8. GROUND ANCHORS RESIGNED FOR SOIL CLASS 4a OR BETTER.
SOIL CLASS 4a: CONSISTS OF LOOSE TO MEDIUM DENSE SANDS, FIRM TO ST€FF CLAYS AND SILTS, ALLUVIAL FILL,
BLOW COUNT, PER ASTM D1686, OF 18 TO 23, AND A READING ON A TORQUE PROBE OF 276 TO
350INCH POUNDS. THE MINIMUM ANCHOR LENGTH FOR SOIL CLASS 43 SHALL BE 48INCHES,
fi
e4 STATE
NAINONAL ELECTRIC COD,", -
AND THE Crry . ��" , - IM
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CHECKED BY: KLN
RcEViSV)N:
WEATHER t DER INN
PARIS, TN 38242
SHEET NUMBER
S-0—Ap
SCALE: TONE
SCHEDULES FOR GROUND ANCHORS W/ STRAPS
UPLIFT ANCHORAGE SCHEDULE FOR WIND UP TO 120 MPH
BLDG
NUMBER OF ANCHORS EACH SIDE OF BUILDING
WOTH 10'-0" 12'-0'
14'-0" 1 16'-Cr 20'--0" 1 22'-0" 24'-0" 26'-0" 28'-0"
30'-G- 32'-1Y
60- 2 2
2 2
3 4
2 3 3 1 "1 —4-- 4 4
4
1 V-2" 2
2 3 3 3 3 3 3 3
3 4
UPLIFT ANCHORAGE
SCHEDULE FOR WIND 121 TO 140
MPH
BLDG yNUMBER
OF ANCHORS EACH SIDF OF BUILDING
WIDTH lo-r fit
14'-0' 161-01 CT 0 201-0' 22-0 24O" HW 2W-T
- -- ----
------ -
---------
1 W-0- 32'-01
----- -
; 4
— ---------
la-cl 3 i 3
3 3 4 4 4 4 5 5
5
UPLIFT ANCHORAGE
SCHEDULE FOR WIND 141 TO 160 MPH
BLDG I
NUMBER OF ANCHORS EACH SIDE OF BUILDING
WIDTH
14'-0" 16'-0" 18'-0" 20'-40" 22'- Cl i 24'4' 26.0" 281-0"
30'-0 32'-G"
8,-G- 4 4
......... ......... - .. .............. ........... .... ......... .
J.5 5 5
10 '-C" 4
4
4 4 5 5 7
51--, 6
7
I V-2- , -
_- ---L_ 4__
4 4 5 5 5 5 6 6
I
7 7
"V
ov
'I, --FLORIDA--FBC 2020
MASTER ANCHORING PLANS
No.77209
PROJEr-T NO:
SHEET NUMBER
TATE 09-20-2021
S
WKLN S-10-AP eather I g CHFCKEOE�Y� KLN .
sgQ$PORTABLE '19, m1olls,BUILDING, S SCALE:
REVfSQN�
SCHEDULES FOR EYE ANCHORS BOLTED TO BUILDING
UPLIFT ANCHORAGE SCHEDULE FOR WIND UP TO 120 MPH
BLDG
NUMBER OF ANCHORS EACH S€DE OF BUILDING
WIDTH 10'-0' 12-Ci
14' 0` � 16`-0'
`fi 0 � 20'-£ 22 6
z4� � 28',T 3£i T 32'-0„
26'-
8 CS` 2 y_
3 4
_ #
4 5-
50G'..3
3 Ir 3
4 4 5
5 5 6 6
1 f-2" - j 2
3 1 3
3 3
4 i „4 4 4 5
UPLIFT ANCHORAGE SCHEDULE FOR WIND 121 TO 140 MPH j
NUMBER OF ANCHORS EACH SIDE OF BUILDING 1
WIDTH i 40'0" i 12" 0 14-0" � 16 T +8 0- # 20'-G 1 22' 0' 24'-0' 1 26' 0'; 28'-0" 30-0 32 1" j
4 5 ; 5 6
10 C"......i 3 4 4 4 5 5 6 6 6} 7�7
s 4 d 6 5 5 5 6
UPL€FT ANCHORAGE SCHEDULE FOR WIND 141 TO 160 MPH
BLiSG .._ NUMBER OF ANCHORS EACH SIDE OF BUILDING � ..�.
WIDTH 1D 0 y 12U 14 O- 1 16 U 18 0 20' j 2z o z4 U 2&' Q 28 0" 3€t a 32a....J
f
80` 5
_ 61 6 6 7
10 C" 4 c 5 ` 5 6 6 7 7 8 K 9 -
I 5 5 6 6 7 7 8
{_
oxxxxxtixi...a.oa.eoeeare®8
--FLORIDA--FBC 2020
MASTER ANCHORING PLANS
41%
PROJECT NO SHEET MUMMER
� w
TATDATE, 09-20-202 i
4, O 1�;
2 - t<3Rvo,. Y DRAW
dCLPv
mWeather King 48gde nr ;axxxa°'% -1.1-AP
CHECKED
HECKd:
EBY; KLN
PORTABLE BUILDINGS SCALE:
PROVIDE 2x TRTC, BLOCKING AT BOLT
LOCATION. PLACE W'1 GRAIN RUNNING 20 GA. x 13 �," WIDE GALVANIZED
VERTICALLY- ATTACH TO
i RIM JOIST STRAP EXTENDED OVER SKIDS.
" ATTACH T 0 ANCHOR W,'SLOTTED
ATTACH ANCHOR TO Wl (65j 10d NAILS MIN.
RIM BOARD W/ X," 0 BOLT PER NIANJF. SPECS.
BOLT ',WWASHER
(GALV.)
.... . . — ------------
��
REFER TO SCHEDULE REFER TO SCHEDULE
FOR ANCHOR INFO. FOR ANGFOR INFO.
FINISH FINISH OU TSIDF
GRADE GRADE SKID ITYP)
1-BOLTED EYE ANCHOR DETAIL 2-TYPICAL ANCHOR W/ STRAP DETAIL
OUTSIDE
20 GA. x IY," 141DE GALVANIZED SKID (TYP)
STRAP EXTENDED OVER SKIDS,
ATTACH, TO ANCHOR W1 SLOTTED
RECOMMENDED GROUND
BOLT PER MANUF. SPECS.
0 z
ANCHOR SCHEDULE
CONCRETE SLAB
' H D 69
TIE DOWN ANCHOR. FINIS0,o ANCHOR DESCRIPTION
REFER TO SCHEDULE GRADE - U" CLASS li
FOR SPACING (TYP)
0 ROD x 48' LONG wi (1) 6' HELIX
0 ROD x 48'LONG wi (1) 6" HELIX
4a `/�'O ROD x 48'L.ONG w/ (2) 4- HELIX
------ ----
EYE ANCHOR 0 ROD x 48, LONG w,(,) 6" HELIX
EYE ANCHOR - 0 ROD x 48'LCNGpj,'(1) 6" HEI�IX
v— --------
NOTE: REFER TO NOTE 8 ON SHEET S-0 FOR SOIL CLASS
DESCRIPTtON
-
- - ----- - ----
ATTACH ANCHOR TO ---- -- - ------ --------
CONCRETE SLAB ON
CONCRETE Wi 5/p'Dlk GRADE BY OTHERS -
EXPANSION BOLT W/ 4'MIN
3- EMBEDMENT iTYP)
3-TYPICAL CONCRETE ANCHOR W/ STRAP DETAIL
"tiomm",
"'0 va L
MASTER ANCHORING PLANS--FLORIDA--FBC 2020
gdgd
P.
z No.77209 s
SHEET NUMBER
7EF71 1170:
09-20-2021
STATE -- -- ----
01
S-2.0-AP
Weather Kingo SCALE: V=V-0
PORTABLE SUiLDINGS pll-lllI;1.-�------
PROVIDE 2x TRTc BLOCKING AT BOLT
LOCATION, PLACE W/ GRAIN RUNNING 20 GA. K 1%"WIDE GALVANIZED
VERTICALLY. ATTACH TO RM JOIST STRAP EXTENDED OVER SKIDS.
ATTACH ANCHOR TO Wl (6} 10d NAfLS MIN. ATTACH TOANCHOR VVIISLOTTED
RIM BOARD W! 0 OUTSIDE BOLT PER. MANJF. SPECS. GRADFINISHE
BOLT 'A'.1 WASHER SK0(T-YP)
(GALVr
FINISH
GRADE
REFER TO SCHEDULE REFER TO SCHEDULE
FOR ANCHOR €NFO, FUR ANCHOR INFO,
OPTK3NAL I V'x I V'x4' SOLID MASONRY OF"DONAL 16"xl6"x4'SOL'D MASONRY
BLOCK PAD. REFER TO SCHEDULE BLOCKC'PAL). REFER f0SHEDULF-
FOR QUANTITY AND SPACING. FOR QUANTITY AND SPACING. (TYP)
I -BOLTED EYE ANCHOR DETAIL W1 OPTIONAL BLOCK PAD 2-TYPICAL ANCHOR W/ STRAP DETAIL W/ OPTIONAL BLOCK PAD
OPTIONAL BLOCK PAD SCHEDULE
BLDG NUMBER OF PADS BENEATf I EAC1 I SKID
WIDTH 0 6 12'-0" 14'-D1 16'-0 410" 20L` 22'-()' 24'4` 20-0' 28'„o- 30-cr 32--0-
8'-0' 2
1 0'-0' 2 2 2 7 3 3 3
3 3 1 1'23 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.
v"t L
'jvvl ot
MASTER ANCHORING PLANS--FLORIDA--FBC 2020
No„77209
PROJECT NO:
SHEET NUMBER
DATE: 09-210-2021,
STA-rE
wp OF DRAWN BY: KLN
'By L -2.1-AP
Weather King CIHIECKEDBY: KLN
PORTABLE BUILDINGS REViSFON' SCALE: 1"=V-0
GENERAL NOT ES*
I STRUCTURE HAS , BEEN IDFSIGNFDIN ACCORHANCF WITH
THE 2020 FLORIDA BUILDING CODE (FBC;,
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 HABITATION.
5. STRUCTURES ARE DESIGNED FOR LOCATIONS THAT HAVE A
3 SECOND WIND GUST OF 160 MPH FOR RISK CATEGORY I
S t ROO I URES PER HGUH'-_ I bU9,3(4) OF -I HE 2020 FBC.
6. SIDING FASTENERS SHALL NOT BE INSTALLED IN PANEL SIDING
GROOVES IN THE FIELD OF THE PANEL OR WHEN THE SIDING
GROOVES OCCUR AT CUT EDGES OF THE SIDING PANEL.
7. STRUCTURES ARE DESIGNED FOR LOCATIONS THAT ARE NOT
IN FLOOD HAZARD AREAS-
8, IN ACCORDANCE WITH FBC 1609.1.2, STORAGE SHEDS NOT
DESIGNED FOR HUMAN HABITATIONvAlITH A FLOOR AREA
OF 720 SQUARE FEET OR LESS ARE NOT RECURED TO COMPLY
WITH THE MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS
OF THE 2020 FBC.
9. IN ACCORDANCE)II17H FBC 1010.1 1. BUILDINGS THAT ARE 400
SQUARE FEET OR LESS IRA I ARE INTENDED ENDED FUR USE IN
CONJUNCTION WITH ONE- AND TWO- FAMILY RESIDENCES
ARE NOT SUBJECT TO T HE DOOR HEIGHT AND WIDTH
REQUIREMENTS OF I HE 2020 FBC,
10- ALL ROOF DECKING IS TO BE "11" LOSE, PLYWOOD,
Y2" PLYWOOD, OR EQUIVALENT. FASTEN ROOF SHEATHING TO
ROOP FRAMING WITH 2%'RING SHANK NAILS SPACED AT
TMAX, UNLESS NOTED OTHERWISE ON SHEET S-1.5.
I I Ad I SIDING IS TO BE TREATED T1-I 1, 1 PSMARTSDF
FIANEL, OR 29 GA. METAL SIDING,
12, ALL FLOOR JOISTS ARE TO BE PRESSURE TREATED
SYP #2, OR BETTER.
13 ALL JN-TREATED WOOD FRAMING IS TO BE T' 0 BE
SPF #2 OR BETTER, UNLESS 140TED OTHERWSE.
14. WOOD FRAMING SHALL COMPLY WITH THE ANSLAWC
'NATIONAL DESIGN SPECIFICATION INDS) FOR WOOD
CONSTRUCTION", 2018.
15, ALL FLOOR DECKING IS TO BE %` TREATED PLYWOOD
ORS,';"PERFORf,4AX500FLOOR,'SHEAfH!NG. FLOORING
CLOSER THAN 18 INCHES TO EXPOSED GROUND SHALL
BE OF NATURALLY DURABLE OR PRESERVATIVE -TREATED
WOOD IN ACCORDANCEWITH 2304. 12.1 A-
16, ALL SKIDS ARE TO BE 4X6 PRESSURE TREATED,
RATED FOR GROUND CONTACT.
17. REFER TO THE SUPPLIED FASTENING SCHEDULE FOR
FASTENING BASED ON CONNECTION AND LOCATION OF
MEMBERS AS PER THE 2020 FLORIDA BUILDING CODE
ABLE 2304 10A, UNLESS NOTED OTHERWISE.
18, ALL EXTERIOR NAILS ARE TO BE ZINC COATED.
19. STRUCTURES SHOULD HAVE 30 YEAR RATED ASPHALT
SHINGLES CONFORMING TO ASTM D3161 (CLASS F)
OR ASTM D7158 (CLASS H) OR 2S GA METAL ROOF PANELS.
2C. SECTIONS AND DETAILS SHOWN ARE fNTENCED TO BE
TY
PICAL YFICAL AND SHALL APPLY AT ALL SIMILAR LOCATIONS,
UNLESS NOTED OTHERWISE.
DESIGN CRITERIA:
HEMS BY OTHERS:
1, RISK CATEGORY I
TRIP FOi I OWING , ITFNS MAY RE St PPI IFT) ADD
INSTALLED BY OTHERS. THESE ITEMS MAY BE
2 LIVE LOADS:
SUBJECT TO LOCAL JURISDICTION APPROVAL.
FLOOR: 40 PSF
WEATHER KING PORTABLE BUILDINGS IS NOT
LOFT: 10 PSF
RESPONSIBLE FOR THESE ITEMS.
ROOF: 20 FEE
1, THE FOUNDATION AND TIE -DOWN SYSTEM
3. DEAD LOADS:
FLOOR: 4 PSF
2. RAMPS, STAIRS, AND GENERAL ACCESS
ROOF: 5 PSF
WALLS: 3 PSF
3. ELECTRICAL SERVICE HOOKUP
4. WIND LOADS ARE BASED ON 7 HE FOLLOWING:
1,10 = 160MPH 12020 FBC FIGURE 1609-3(4))
Vasd = 124 MPH
RISK CA] F-GORY I
EXPOSURE CATEGORY
INTERNAL PRESSURE COEFFICIENT:
GCp = -_0A8
COMPONENTS & CLADDING,
EFFECTIVE WIND AREA. Ae = 10 FT'
ROOF -ZONE I = 19_3, -30.6 PSF
ROOF -ZONE 2= 19,353,3PSF
ROOF -ZONE 3 = 119,35 -78.9 PSF
MALL. -ZONE 4 = 33.5, -35.3 ESE
WALL -ZONE 5 = 33,544.8 PSF
EFFECTIVE WIND AREA. Ae = 20 FT'
ROOF -ZONE I = 17E,-29,8 PSF
ROOF -ZONE 2= 17.649,0PSF
ROOF -ZONE 3 = 17.6, -73,7 PSF
WALL -ZONE 4 = 32.0,-34,8 ESE
WALL -ZONE 5 = 32,0_41.8 PSF
2t ALL BUILDINGS ARE TO BE ADEQUATELY ANCHORED TO NO- E C&C WIND PRESSURES SHOWN MAY BE
TO RESIST WIND LOADS. ANCHORING OF THE BUILDING IS REDUCED FOR LARGER AREAS AS ALUDWIED
SUBJECT TO LOCAL JURISDICTION APPROVAL. BY CODE,
22. BUILDINGS HAVE NOT BEEN DESIGNED FOR HVHZ 5, CONSTRUCTION TYPE: V-B
REQUIREMENTS AS SET FORTH IN THE 2020 FBC
6. OCCUPANCY GROUP li
WEATHER KING
P.O. BOX 108
PARIS, TN 38242
�eaaj0,%
.... J%f4l,
-FLORIDA-WIND-40 MPH--FBC 2020
, EA `T1,,-, LOFTED BARN
vN
ems
S
No.77209 % PROJECT NO i2q'
J
PROJECT NO SHEET NUMBER
DATF: 0 8-2021
STATE BY 9-
KLN
ED By KL
-z' DRAWN BY: KLN
CHEC
Weather Kingo E KEDBY: KLN S
PORTABLE BUILDINGS REV;510N: SCALE: NONE
FASTENING SCHEDULE
DESCRIPI ION 01` BUILDING ELEMEN r NUMBERAND fYPEOFFASIE.'NER SPACING AND;-OCAT [ON DESCRIPTION OF BUILDINGELEMFNI NUMBER AND TYPE OF FAS ENER SPACING AND LOCATION
ROOF FRAMING WALL FRAMING (CONT.)
Of, Tf, I'll r" r1011 ENO, T.1 RAI- TOP P- TITO TCl PATE A7 EMU JOl-
'?j WIO �3' � 0 12A
10PPLA'Il OROTHLRPRAMIN� lz la'NAlS
A�N
� GAAE Gi--m' EACH—SILM OF END jO1,IT)
----------
1� CC*4MON 1600 FACE IL
2 FAI;HFIVI
2 ;4'G�GE STAPLES lM PLA7E rC 11AST RMA 1015-1 8
of' f"'O'O'
X � 3V 0, 135n ' "Iklk3 , 31� NIQLS 2, a FACE NA�L
2, rl� l,'
3'ik COGE ETP;'a :,,'CROATI,
3 QACvF TAPLE5
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OR
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4 GAME 8T�LES, CROVIN
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8")AUT"', , 4 ldco.dA)N{Z/'
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-- - - - ------------------- ST Jr TO T- I IR PO -Ohl, P"
lI '"dBoy,ajAod a0y3'x 16
GUIIc S Is 10 A"IllE A,"I..1-1,.1, ,
END 14O�
3 r 4 ,AC STA P L n CE C`Nll 3 - X 14 U, At E S 7 f,P r.'
----- -- -------
2 ILId COMM N I,'I, 11, Z,
WALL FRAMING
U
TI i 3
P, eTES I -API A- CIFNII� AMC, NTrISECT�ONS 06, 3'x IOY?
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GACF STAPLFE
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UD 10 7QD AND ABU r-MOS A-'IIq I`EA�Wl TIFIC tr 12'O.C.FACENAIL 1"AIAKM
WA—CCRIMERS,X- BRACEC-,'NILL rANELS:
3- 3' CA 14 GE STAF�ES' CRORN
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17 C. FATTF NVI 1W �11 I Q 12�-
24'C C. ;kAF NML AT TOP kTib BOTOM
ou co —ON �2-
CQNTIMUIVS HEAFIFR TO STOD NAIi �IUL [-UVI 6EAMS
-'�
FNr.ISANCA- P.ADiOOlCE,PAZC..NA[I.
1, 1�1' W'4
3 CAGE 51
BOA 41' 0 1 2F
c.-I3
G-GE S-A Pf-E�, -,RnV,'N
ST TO RAND JOS! OR P�kl jCIIST 14 0 NAtI-s
44 ENI, NA"l-
'GAGE STAKES, CR 'XIM
tA I- Af
WAY -FLORIDA-WIND-40 MPH--FBC 2020
�IV^�er...EN,°=,eP%f Apr
LOFED BARN
No.77209 -FROJECT NO:
SHEET NUMBER
DATU: 09-28-2021
SSTATE
OF DRAWN BY:
DRAWN
N
."Y �I -01-LB
Weather King CHECKED BY: KEN S
PORTABLE BUILDINGS REVIMN� SCALE: NONE
FASTENING SCHEDULE (CONT.)
3 flESC F tPTiUN f1F sUiLDI NG EL"c' PvtEt�f"? NUMBER ASC) f PE C F 5l EPiEF SPACING AND LOCA ION
SUSF{ OOR. ROOF AND INTERIOR WALL SHEATFING
EDGES
INTERMEDVITE SUPPORTS
PCFES}
€IlGHES}
11 1. 1111111.
I Rv CorruoN�R ecr a F r t s.ra�t.Cotx
12
I aN� rat is s i
Ift', COt>PE Yl OR E7Ef- Ei O.L :" > ,'R7CSFy b �
}
2;' Oii."NAttSUB CXZA`4DWO) H
,,'ra .. ... _ _. _._
__ .... .. ....{
i ST iSVP,fLC10ft AllAL(,i n
2'.p." x 0.913" Rink: 3!-F,7+P: hFAiL. tRCGf j &
12
—
_....... ....
...._
3`
:H, FU .�Gx
Q.113" R{NG SHAW NA`t 6
12
EXTERIOR WALE_ SIONG
1 x G t I j RING SHAM< I4AL 6 WALL,
6
CLP SPlAP SIDE PR C15iCN PAVEL 3R
S f RiP G HANK fMt_ {€Cf0 N ALL}
8
_—.—__1 -e. _ ..__ _..___. .. ...__ ..._
:�. NAL SPACED Ai E INCHES AT IN cRNIEDO TE E 3PPGRT& WHERE SPAN6 AF.E $8 Ihd(:HES OR, 6dflAE_ NAILS FOR W. l SHS' -Hi UG ARE PERMUTM -OBE COMMON, ON, BOX OR CASING'',
t. INHERE A RAF' F.R IS FASTENED p AN ADJACE'N IARA, IL COLIN(, JOIST lid ACCO-R ANCF W D1 t IS SCI iFO LE AND THE CIDLINt3.W11S
IS FASTENED TO THE TOP PLATE €N
ACCQRDANCf `h'R?i T!{ag, ;WECji,IE F. THE ACtBASF.R OF TO£NAl6SN?Ft£RAFT r'T+'SHP�1,u 8E PFk4A1TTE:D Tt?ESE REDft,E(3 BY ONE NAtL.
t+$y�'1
.�ti41tsn.. rpyrBrd4
ot
-160 MPH--FBC 2020
--FLORIDA--WIND
LOFTED BARN
t'Rfl3ECT tiG:
ieg'.+�`riaCrr3tEacAastLaataa�iev'froa
oH7r:
SHEET NUMBE
R
STATE 09-28-2021
rREVIS�W
N Y:EEE�E
^�CCIF m^EW Weather King
S-0.2-LB
SCALE: NONE
32'-0- MAX LENGTH (11'-2" WIDE}
30'-0" MAX LENGTH (10'-O" AIDE)
20' 0" MAX LENGTH I8=0" WIDE)
i
X
y!
z
m
OUTSIDE 4x6 TRID SKID
�..��...
(REOO FOR 11'-2" WIDE
;.,...,._ __
BUILDINGS ONLY)
INSIDE 4x6 TRTD SKID
}
OUTSIDE 4x6 TRTD SKIn
(REQ'O FOR I V 2' WIDE
BUILDINGS ONLY)
TREATED RIM JOIST
CONT 2x4 TREATED FLOOR JOISTS @ 16" O.C. MAX. (B' WIDE) 4v (TYR)
CONT. 2x6 TREATED FLOOR JOISTS @ 16" O.C. MAX (1D' &. 1 V-2" 041DE)
,SPLICED JOISTS ARE NOT PERMITTED)
TYPICAL FLOOR FRAMING PLAN
a>= xa
%LOFTEDf»
=
i
A-A`O i ' 4
Weather King�+¢gixce"^
SHEET NUMBER
8 2{21S"t
WRE11.111K
eel
ffiexrx$xa
141, t,R
SCALE: NOT TO SCALE
X 4'-G' OR 6-0"
PORCH
SPAN OF TRTD
PORCH DECKING
4x6 TRTD POST
ABOVE (TYR)
Im
32'-C'.MA,X LENGTH {l V-2- WIDE]
30'-6" MAX LENGTH
2A STUD WALL
ABOVE
TREATED RIM JOIST
(TYR)
CONT. 2Y4 TREATED FLOOR JOISTS @ 16" 0 C. MAX. (8'VVIDE)
CONT. 2x6 TREATED FLOOR JOISTS g ITOO, MAX (10'& 1 I'-2'WIDE)
(SPLICED JOISTS ARE NOT PERMrFTED)
LOFTED BARN CABIN FLOOR FRAMING PLAN (OPTS
OUTSIDE 4x6 TRTD SKID
(REQ"D FOR 1 V-2" WIDE
BUILDINGS ONLY)
INSIDE 4Y6 TRTD SKID
OUTSIDE 4x6 TRTD S KIF)
(REO'D FOR 11'2" WIDE
BUILDINGS ONLY)
T4 L Al
ov --160 MPH
""q �,, --FLORIDA--WIND --FBC 2020
11 LOFTED BARN
No.77209
PROJECT NO
SHEET NUMBER
2021
D&Tr-� 09-26-
STATE z
x" WDRAWN BY: KLN
-1-LB eather King HE..KE. BY: KLN 1
S
PORTABLE BUILDINGS REVISION SCALE: NOT TO SCALE
32-0- MAX LENGTH (I V-2" VVIDE",
W-0- MAX UENG, H
t
2X4 STUD WALL
4x6 TRTD POST ABOVE (T(P)
ABOVE (TYP) 32
32
SPAN OF TRTD
PORCH DECKING
12*-0" MAX PORCH
TREATED RIM JOIST
(T ym
OUTSIDE 4x6 TRTD SKID
(REQ`O FOR 1 l'-2" WIDE
BUILDINGS ONLY)
INSOE 4x6 I RTD SKID
OUTSIDE 46 TRTT, 1,Kif-,
(REO'D FOR i V-2` WOE
BUILDINGS ONLY)
CONT. 2x4 TREATED FLOOR JOISTS 16"0 C. MAX. (TVVIDE)
CONT. 2x6 TREATED FLOOR JOISTS @ WO C. MAX (10'& 1 V-2*'WIDE)
(SPLICED JOISTS APE NOT PERMITTED)
SIDE LOFTED BARN CABIN FLOOR FRII M!N2±LAt(�PTIC7t�PtL)
Neather King4v
PORTASM BUILDINGS I I
SHEET NUMBER
DATE, 09-28-2021
DRAWN By: KLN
S
CHECKED By; KLN
REVISION
SCALE: NOT TO
SCALE
32'-0' MAX LENGI H
OUTSIDE 4x6 TRT0 SKID
INSIDE 46 1 RTD SKID
OUTSIDE 4x6 TRTE) SKID
EATER FLOOR JOISTS @ 16- O.C. MAX.
,TS ARE NOT PERMITTED)
DELUXE LOFTED BARN CABIN FLOOR FRAMING PLAN JgEILONAL)
,0' 3.1 L Jtl V
LOFTED BARN—FLORIDA—WIND-40
MPH--FBC 2020
No.77ZO9 m77o,
STATE
A, OF
Weather King
EcT Na
SHEET NUMBER
DATE, 09-28-2021
DRAWN BY: KLN
8 ARB
.. . ....
HE.K.. BY: KLN
PORTABLE BUILDINGS
77VISION, SCALE: NOT TO SCALE
I
I
32'-0" MAX LENG I H
LOFTED BARN W/ ROLL -UP DOOR FLOOR FRAMING PLAt!�10�NAL
OUTSIDE 4Y,6 T RTC) SKID
IN&DE 06 1 RID SKID
OUTSIDE 4Y,6 TRTD SKID
EATED FLOOR JOISTS @ 12" O.C.
(SPLICED JOISTS ARE NOT PERMITTED)
..........
LOFED BARN-FLORIDA-WIND-160 MPH--FBC 2020
N 72 —T EECT NO
SHEET NUMBER
0728-2021
STATE
—RAlVVN BY: KLN
t°°rrraraeosaetea magig Weather "in CHECKED BY: KLN
PORTABLE BUILDINGS SCALE: NOT TO SCALE
I"— , L Jrv, "°ate
%
No�77ZO9
STATE
A, z OF
ORO
32'-O'MAX LENGTH (I l'-2' WIDE)
30'-O'NIAX LENGTH WIDE)
2U-0" NIAX LENGTH (8'-0-HIDE)
TO SHEETS 5-2A AND 5-2,5
ROOF FRAMING PLAN
FASTEN ROOF SHEATHING TO
FRAMING AT 4 INCHES O.C. AT
EDGES AND IN THE FIELD WITHIN
THE END STRIP AT EACH ENDWALL.
REFER TO FASTENING SCHFDI Ji F
FOR ADDITIONAL INFORMATION.
FASTEN ROOF SHEATHING TO
FRAMING AT 6 INCHES CO, AT
EDGES AND IN THE FIELD, UNO.
REFER TO FASTENING SCHEDULE
FOR ADDITIONAL INFORMATION,
VARIES
ROOF SHEATHING DIAGRAM
Neather
King"o
FIROJECTNO:
DATE: 09-2&-2021
DIAWN BY: -KL N
.,E,KE,,Y, KLN
SHEET NUMBER
S -1.54B
PORTABLE BUILDINGS
REVISION:
SCALE: NOT TO SCALE
REFER TO NOTE 10 ON
SHEET S-0 FOP, ROOF SHEATHING
ROOF TRUSS, REFER TO
SHEETS S-2.4 AND S-Z5
C,'Tl-I 1 SIDING,
LP SMARTSIDE
tO PRECISION SERIES
190 SIDING, OR
29 GA METAL SIDING
(REF NOTES)
(2 4X6 TRTD SKID
ASTM D3161 CLASS F OR
AS! M D7158 CLASS H
ASPHALT SHINGLES OR
29-GAGE METAL ROOFING
7/,6" GEE OR /z" P; - YWOOD
DECKING @ LOFT AREAS
PROVIDE CONT. METAL
DRIP EDGE AT EAVES
AND GABLE ENDS.
REF. DETAIL 3,S-3.0 (TYR)
2x.4 STUDS @ 16' O.C.
PRCAADE DOUBLE
2x,4 LOFT GO fSl STUDS AT WALL SIDING
LOFT
(a-) 24" OZ VERTICAL SEAMS
DOUBLE
TOP PLATE
NOTE: REFER TO FASTENING SCHEDULE ON SHEETS S-0,1 & S-02
FOR MEMBER ATTACHMENTS UNLESS NOTED OTHERWISE.
s� I
No.77209
o STA-M
^ OF
%` TREATED PLYWOOD OR
ARFORMAX 5N) FLOOR
DECKING,
2y,4 TRTD FLOOR JOISTS
@ 16- O,C, MAX
REFER TO NOTE 10 ON
ASI M D3161 GLASS F OR
SHEET S-0 FOR ROOF SHEATHING
ASTM D7158 CLASS H
ASPHALT SHINGLES OR
29-GAGE METAL ROOFING
ROOF TRUSS. REFER TO
SHEETS S-2.4AND S-2.5
C," OSS OR%a- PLYWOOD
DECKING @LOFT AREAS
PROVIDE CONT. METAL
DRIP EDGE AT EAVES
AND GABLE ENDS.
REF. DETAIL 37S-3.0 (TYP;i
2x4 STUl DS @ 16" Q.C.
PROVIDE DOUBLE
".L',T J,ST STUDS AT WALL SIDING
@ 24" D.C.
VERTICAL SEAMS
51/,," TI-1 I SENNG,
LP SMARTSIDE
PRECISION SERIES
DOUBLE
190 SIDING, OR
TOP PLATE
TREATED PLYWOOD OR
29 GAMETAL SIDING
PERFORMAX500FLOOR
(REF NOTES)
DECKING.
Li
is
2x6TRTD FLOOR JOISTS
(2) 4x6 T RTD SKID
@ 16'00, MAX
NOTES FOR METAL INALUROOF PANELS:
1) METAL WALL PANELS VlqTH THE RIBS RUNNING HORIZONTALLY
SHALL BE ATTACHED TO WALL SHEATHING PER DETAIL 4 ON
SHEET S-3.3 AND DETAIL 1 ON SHEET S-3.4.
21 METAL WALL PANELS WITH THE RIBS RUNNING VERTICALLY
SHALL BE ATTACHED TO 2x4 GIRTS IN ACCORDANCE WITH
DETAILS 2 AND a ON SHEET S-3.3,
3) METAL PANELS ATTACHED DIRECTLY TO WOOD FRAMING
SHALL BE ATTACHED IN ACCORDANCE WITH DETAIL 3 ON SHEET S-31
4L METAL PANELS ATTACHED TO DECKING SHALL BE ATTACHED
IN ACCORDANCE WITH DETAIL 4 ON SHEET S-3.3
BUILDING SECTIONS
[Empffm
PROJECT NO:
DATE:
09-28-2021
DRAWN BY:
KLN
CHECKED BY:
KLN
SHEET NUMPER
S-2.0-0
SCALE: 1/4" = V-0"
REFER TO NOTE 10 ON
ASTTO D3161 CLASS F OR
SHEET S-0 FOR ROOF SHEATHING
ASTM D7158 CLASS H
ASPHALT SHINGLES OR
29-GAGE METAL ROOFING
ROOF TRUSS. REFER TO
SHEETS S-2A AND S-2,5
""d, OSB OR J2- PLYWOOD
DECKING @ LOFT AREAS
PROVIDE CONT. METAL
DRIP EDGE AT EAVES
AND GABLE ENDS.
REF. DETAL 3iS-3.0 (TYP)
2x4 STUDS @ 16'O,C.
PROVIDE DOUBLE
2x6 LOFT JOIST
STUDS AT WALL SIDING
@ 24' O.C.VERTICAL
SEAMS
Ti-1 I SIDING,
ih W' LP SNAP TSIDE
PRECISION SERIES
DOUBLE
93 SIDING, OR
TOP PLATE
ABATED PLYWOOD OR
29 GA METAL SIDING
PERFORMAX 500 FLOOR
REF NOTES)
DECKING
(4) 4x6 TRTD SKID
2A TRTG FLOOR
V-2"
JOISTS @ 16- O.C. MAY
ll'-2'WIDE
NOTES FOR METAL VvALL[ROOF PANELS:
11, METAL'WALL PANE - S WITH THE RIDS RUNNING HORIZONTALLY
SHALL BE A! I ACHED 10 WALL SHEA THING PER DE. IAIL 4 ON
SHEET S-3.3 AND DETAIL I ON SHEET S-34.
2) METAL WALL PANELS WITH THE RIBS RUNNING VERTICALLY
SHALL BE ATTACHED TO 2x4 GIRT IN ACCORDANCE WITH
DETAILS 2 AND 30 ON SHEET S-3.3,
3) METAL PANELS ATTACHED DIRECTLY TO WOOD FRAMING
SHALL BE ATTACHED IN ACCORDANCE WITH DETAIL 3 ON SHEET 5-33
4) METAL PANELS ATTACHED TO DECKING SHALL BE ATTACHED
IN ACCORDANCE WITH DETAIL 4 ON SHEET S-3.3
NOTE: REFER TO FASTENING SCHEDULE ON SHEETS S-0-1 & S-02
FOR MEMBER ATTACHMENTS UNLESS NOTED OTHERWISE.
BUILDING SECTION
�4 L IV,
0 v - ot 60 MPH--FBC 2020
.... .
'--FLORIDA--WIND-1
1, LOFTED BARN
No77209 % PROJECT NO:
SHEET NUMBER
TADATE: 09-28-2021
STE W
DRAWN BY: KLNeather King CHE.KED BY: KLN S-21—LB
PORTABLE BUILDING SCALE 1/4'= 1'-0"
s REVISION:
ROOF TRUSS
REFER TO DETAIL 5 ON
SHEET S3. I FOR STRAP
2x4 STUDS @ 16
ATTACHMENT. (TYP)
LAP THE T OR PLATE
FROM THE .
SIDE WALL
OVER THE END WALL PLATE
AT EACH CORNER,
IY�" - 16 CA METAL
BRACING STRAP
A4'0'MAX
(SEE NOTE, TYP!I
DOUBLE TOP PLATE
OPEM�NING
OP
REFER TO DETAIL 4 ON
SHEET S3.1 FOR STRAP
ATTACHMENT. (TYP)
8'WIDE FRONT ENDWALL
- ROOF TRUSS
2Y4 STUDS @ 16"00,
REFER TO DETAIL 5 ON
SHEET S3.1 FOR STRAP
ATTACHMENT. (TYP)
I 'I' "- 16 GAMETAL
BRACING STRAP
(SEE NOTE, TYP)
ATTACH STRAP TO EACH
STUDWi (2) 8d NAILS MIN,
(TYP)
DOUBLE TOP PLATE
OPTIONAL WINDOW
." 36`VVIDEMAX (lYP)
8'WIDE REAR ENDWALL
REFER TO DETAIL 5 ON
SHEET S3. I FOR STRAP
ATTACHMENT. {TYP)
1 !a' -16 CA METAL
BRACING STRAP
(SEE NOTE, TYP)
ATTACH STRAP TO EACH
STUD VO (2) 8d NAILS MIN.
(r(p)
REFER TO DETAIL 5 ON
SHEET S3.1 FOR STRAP
ATTACHMENT. jTYPI
1/4' -16 CA METAL
LAP THE TOP PLATE BRACING STRAP
FROM THE SIDE NALL (SEE NOTE, TYP)
OVER THE END WALL PLATE
AT EACH CORNER.
REFER TO DETAIL 4 ON
SHEET S3.1 FOR STRAP
ATTACHMENT. (TYP) ATTACH STRAP TO EAC
STUD VVI (2) 8d NAILS MI
(Ty
NGTE: METAL STRAP BRACING IS NOT REQUIRED FOR WALLS
SHEATHED WITH WOOD SIDING, PLYWOOD,OR OSB
ROOFTRUSS
2x4 STUDS @- 16" 0. 0,
DOUBLE TOP PLATE
10'-0" WIDE FRONT ENDWALL
10'-0" WIDE REAR ENDWALL
LAP THE TOP PLATE
FROM THE SIDE ',HALL
OVER THE END WALL
PLATE AT EACH CORNER
REFER TO DETAIL 4 ON
SHEET S3.1 FOR STRAP
ATTACHMENT, (TYP)
ADDITIONAL 16 GA
STRAP FOR BUILDINGS
22'-vT TO 3P-T LONG
(SEE NOTE, TYR)
S
)UBLE TOP PLATE
P THE TOP PLATE
tOM I HE SIDE WALL
/ER THE END WALL
ATE AT EACH CORNER
REFER TO DETAIL 4 ON
SHEET S3.1 FOR STRAP
ATTACHMENT. (TYP)
L
LOFTED BARN®ice FLORIDA—WIND-40 MPH--FBC 2020
No77ZO9
S
o
Er-ROJECT NO: ET'
SHEET NUMBER
LATE: 0-28-2021
STATE
OF DRAWN BY: KILN L
'IN
Weather King CHECKEUYSY� KLN S
PORTABLE BUILDINGS REVISION: SCALE: NOT TO SCALE
REFER TO DETAIL 5 Ot,
SHEET S3,1 FOR STRAF
ATTACHMENT. (I YP
Zia' - 16 GA METAL
BRACING STRAP
(SEE NOTE. TYP)
ATTACH STRAP TO EAl
STUD W! (12) 8d NAILS MI
try
1 V-2" WIDE FRONT ENDWALL
REFER TO DETAIL 5 OP
SHEET S3.1 FOR STRAF
ATTACHMENT, (TYP
16 GA METAL
BRACING STRAP
(SEE NOTE. TYP)
ATTACH STRAP TO EAC
STUD W! (2) 8d NAILS MI
(Ty
j-
STUDS 16- O.C.
)UBLE TOP PLATE
,P THE TOP PLATE
IOM THE SIDE WALL
iER THE ENDWALL PLATE
r EACH CORNER.
REFER TO DETAIL 4 ON
SHEET S3.1 FOR STRAP
ATTACHMENT. (TYP7
Uss
DOUBLE TOP PLATE
LAP THE TOP PLATE
FROM THE SIDE WALL
OVER THE ENDWALL PLATE
AT EACH CORNER,
REFER TO DETAIL 4 ON
SHEET S3.1 FOR STRAP
ATTACHMENT. (TYR)
ATTACH EACH JAMB
STUD TO ROOF TRUSS
wl (3) 3" x 0. 131'
RING SHANK NAILS
ROOF TRUSS
2x4 KNEE BRACE
EACH SIDE
OFDOOR
P-0" OPENING
1 l'-2" WIDE FRONT ENDWALL
W1 ROLL-UE222E_�QI�TIC3NAL}
NOTES FOR ROLL -UP DOOR OPTION:
LAP THE TOP PLATE
FROM THE SIDE WALL
OVER THE END WALL PLATE
AT EACH CORNER,
2x4 FLAT w/ 2x4 ON EDGE OVER
THE DOOR. REP DETAIL 6,'S-3 0
(2) 2x4 FULL HEIGHT STUDS
EACH SIDE OF DOOR, NOTCH
1HE STUDS At THE ROOF
TRUSS.
1. FOR BUILDINGS SHEATHED WITH Tl-1 I OR LIP SIDING, PROVIDE FULL HEIGHT
OR PLYWOOD WALL SHEATHING ON THE INTERIOR FACE OF THE WALL,
ATTACH THE SHEATHING TO THE WALL FRAMING WITH 2'I,y` x 0, 113" RING SHANK
NAILS SPACED AT 3' MAX,
2. FOR BUILDINGS SIfEATHED WITH METAL SIDING, PROVIDE 7/,,6'OSB OR PLYWOOD
WALL SHEATHING ON THE INTERIOR FACE PLUS THE EXTEMOR FACE OF THE WALL.
THE EXTERIOR METAL SIDING SHALL BE ATTACHED TO SHEATHING PER DETAIL
I ON SHEET S-3,3. ATTACH THE SHEATHING TO THE WALL FRAMINGWITH 2%'* x 0.113"
RING SHANK NAILS SPACED AT 3" MAX.
1 V-2" WIDE REAR ENDWALL
NOTE: METAL STRAP BRACING IS NOT REQUIRED FOR VVALL5
SHEATHED WITH WOOD, SIDING, PL.YYVOOD,OR OSB
L
LOFTED BARN-FLORIDA-WIND-160
MPH--FBC 2020
STATE
OF
WKing
PROJECT NO:
SHEET NUMBER
00-28-2021
DRA1,11N BY: KLN
S-2.3-LB
eather
HE...D BY: KLN
PORTABLE BUILDiNGS
REViS*NSCALE: NOT TO SCALE
GENERAL NOTES:
1. REFER TO SHEET 3-0 FOR DESIGN LOADS.
2. MAXIMUM TRUSS SPACING = 24" O.C. UNLESS NOTED OTHERWISE.
3. TRUSS TOP CHORD SHALL BE BRACED'Al STRUCTURAL WOOD
SHEATHING ATTACHED DIRECTLY TO TRUSS MEMBERS.
4. ALL TRUSS MEMBERS ARE TO BE SPF ;{2 OR SETTER.
5. TRUSS PLATES ARE TO BE A MINIMUM OF 20 GAGE (MT20)
HYDRAULICALLY PRESSED IN PLACE EACH SIDE OF TRUSS.
6, REACTIONS DUE TO WIND ARE BASED ON MWFRS END ZONE
PRESSURES. INDIVIDUAL MEMBERS DESIGNED FOR
COMPONENTS AND CLADDING WIND PRESSURE.
7. DEFLECTION MEETS U240 LIVE LOAD AND L1186 TOTAL LOAD,
8. LOAD DURATION ADJUSTMENT FACTORS:
ROOF LIVE: 1.25
WIND: 1.60
9. REPETITIVE MEMBER INCREASE: 1.15
10. HORIZONTAL THRUST IS TO BE RESISTED BY LOFT JOISTS.
REFER TO $IICETS S-2.0, S-2.1, AND S-3.6 FOR LOFT JOIST SIZE,
AND ATTACHMENT INFORMATION.
„ Q'o STATE �U
2x4 TRUSS
MEMBER (TYP) ._
2x4 TRUSS
PLATE (FYP)
J SEE, NOTE 110
MAX REACTIONS
HORIZ' 108 LBS.
NET UPLIFT: -176 LBS.
GRAVITY: 269 LBS-
€3' WIDE LOFTED BARN TRUSS
2x4 TRUSS
MEMBER (- YP) .._` 2x4 TRUSS
-("•- .'=70" PLATE (TYR)
rEjE
OTE 14
MAXREACTIONS
HORIZ_ 108 LBS,
NET UPLIFT: -179 LSS.
GRAVITY: 250 LBS.
8' VVIDE LOFTED BARN TRUSS (C}E� 10 ALJ
I
u_
2x4 TRUSS
MEMBER (TYP)
3C7oZ., 2x4 TRUSS
PLATE (TYR)
(
j
.....�� _ SEE NOTE. 10
_. .
ioto^
MAX REACTIONS
HORIZ: 121 LES.
NET UPLIFT: -22' LBS.
GRAVITY: 333 LBS,
10' WIDE LOFTED BARN TRUSS
2x4 TRUSS
MEMBER (TYR)
J,70z 2x4 TRUSS
'— PLATE (TYR)
SEE NOTE 10
10_0„
- - - ----------------
M X REACTIONS
HO IZ: 121 LBS.
NET UPLIFT: -231 LBS.
GRAVITY: 314 LBS.
1Y WIDE LOFTED EARN TRUSS gElIONAL}
[PROJECT NO:
SHEET NUMBER
DATE. 49-28-2021
Weat her
Kinge
DRA',NN BY; KLN
HAAB
CHEGKE0 BY: KLN
PORTABLE BUILDINGS
REVISION:
SCALE.
114" = 1`-0"
2x4 TRUSS
MEMBER (TYP) 4,51" 2x4 TRUSS
2 / PLATE (TvP)
rnn
sFe NorF Try
MAX REACTIONS
HORIZ� 125 LBS,
NET UPLIFT: -258 LBS.
GRA1V€TY: 370 LBS-
1 V-2" WIDE LOFTED BARN TRUSS
2z4 TRUSS
MEMBER (TYP)
Q-S 2x4 TRUSS
.� PLATE (TYP)
0
SEE NOTE 16 L ?�
MAX, REACTIONS
HORIZ: 125 LESS,
NET UPLIFT: -262 LBS,
GRAVITY: 351 LBS.
I V-2" WIDE LOFTED BAR��S iJFTi�
SHEET NUMBER
Weather S-2.5-LB
ATTACH SIDING TO
WALL FRAMING
Y, 0-1 13"RING
THANK NAILS @ 6O.C.
IN FIELD & ALONG
EDGES. (SPACE NAILS
AT 3" O.C. ALONG
PANEL EDGES AT
ENDWALLS)
(3-13" NAILS
1-TYPICAL DETAIL
ROOF TRUSS
(S) 3- NAILS
THROUGH
BOTTOM PLATE
INTO EACH STUD
LOFT JOIST
IN LIEU OF MTS16 STRAP.
PROVIDE A SIMPSON 0162 x S"
SIDWC TRUSS SCREW
(SD16/C45600)OR
EQUIVALENT AT EACH
ROOF TRUSS,
NOTE: REFER TO 31S3.0 FOR INFO NOT SHOWN.
4-ALTERNATE TRUSS
HOLD DOWN DETAIL
CONT. 2x TREATED RIM BOARD
W1 3" NAILS,,&— 6" IN 0 BRIDGING
(3) 3- NAILS TOENAILED INTO SKID
FLOOR JOIST (4) 3' x 0- 131 " RING
SHANK TOE NAILS
P410 SKID
CONT, 2x4 TRTD
BRIDGING W1
0 — SKID
i:
(5) 3- NAILS IN
EACH SKID
2-FLOOR JST TO SKID DETAIL
NOTE: (1) 2x4, FLAT MOTE
ALL MEMBERS ALL MEMBERS
ARE 2X4 � I ARE 2x4. ONO
38" MAX (3l)TYj; NAILS
—1— 38" MAX
p11- ----
STUD
ATTACH LOFT JOIST
?;',° ORD OR PI Y'SJOOD
TO TRUSS W/
(EJ 10d NAILS MIN
#
METAL DRIP EDGE.
LOFT JOIST
ATTACH TO ROOF
w/ V4- STAPLES
kv 12- O.C.
SIMPSON MI Sl 6 STRAP
w,(7)110d x 11,,'NAILS (MIN) IN
EACH END OF THE STRAP
AT EACH, TRUSS. WRAP AROUND
AND NAIL. TO WALL TOP PLATE
WI.ENTRUS - I DOES NOT LINE
5
LIP WITH A WALL STUD BELOW,
II REF DETAIL 4/S-3 0 FOR AN
TOE NAIL TRUSS/JOiST
J3, ALTERNATE HOLD DOWN OPTION
TO TOP PLATE Wi
jjjIN LIEU OF THE METAL STRAP.
(4) 10d NAILS MIN
DOUBLE
TOP PLATE
3-LOFT EAVE DETAIL
DOUBLE
2x4 ITYPj
TOP PLATE
ENDWALL HEADER FOR
3" NAILS 1-0)
OPENINGS UP TO 6'-O"L
O'c' SIDEWALL HEADER FOR
OPENINGS UP TO 4--G',
(2) 2A w/ 7/,6' DEB
FLITCH PLATE
SIDEWALL HEADER FOR
OPENINGS UP TO 6'-T.
(2) 2x6 OSB
FLITCH PLATE
SIDEWALL HEADER
I -OR OPENINGS
UP TO 8'4'
NOTES:
1, PROVIDE 2A JACK STUD UNDER EACH END OF LOAD
FEARING HEADERS. NAIL. TO ADJACENT STUD PER
FASTENING SCHEDULE. NOT REQUIRFDATEND WALL
OPENINGS,
6-DOOR HEADER SCHEDULE
L
-160 MPH--FBC 2020
"O� --FLORIDA--WIND LOFED BARN
hlo.77209 ROTE REFER TO FASTENNG SCHEDULE ON SHEETS S-0 I AND S-0.2 FOR PRCOEOT NO:
SHEET NUMBER
0�'2&2j0211'
ATTAC.104ENT INFORMATION NO'- NOTED ON THS SHEET. jKN
DATE� 09-28-2021
STATE
Q OF DRNIVN BY: L
PA' ' KLN
vv HECKED By L S-3.0-LB
eather Kingo G.E.KED.Y, KLN
PORTABLE BUILDINGS EREM5VN: SCALE: I"=I'-O
5-TYP WINDOW FRAMING
ROOF TRUSS
(TYP)
TOP PLATE
18P PLATE
BOTTOM PLATE
JOINT
TREATED 2x4)(6-0" LONG
SPLICE PLATE CENTERED
ON SPLICE, EACH SIDE OF —
SKID wf 2 ROWS 10d NAILS
@ 4" O.C. STAGGERED
VARIES {SEE PLAN)
TREATED 4x6
SKID
I- WALL TOP PLATE SPLICE DETAIL - 16 GA STEEL STRAP. 2- SKID SPLICE DETAIL
WRAP AROUND JOIS t 4,
SMAPSON M I S16 S IHAP � ' OSS OR y2"PLYWCOD ATTACH TO JOIST
w/ (7) 1 Cd x IX " NAILS ;MIN)
DECKING NAILS
Wi (4) 1 Ld X l_
IN EACH END OF THE EACH SIDE OF JOIST.
STRAP AT EACH TRUSS, DOUBLE
WRAP AROUND TOP PLATE. TOP PLATE -i
REF DETAIL 4,S-3.0 FOR AN V/4' - 16 GA STEEL STRAP.
ALTERNATE HOLD DOWN WRAP OVER WALL TOP
OPTION IN LIEU OF THE PLATE. PROVIDE (3) 8d 3" NAILS
METAL STRAP. LOFT JOIST NAILS INTO TOP OF PLATE. @ 12" O-C, 2)14 STUD
(END WALL)
P.T. PLYWOOD PROVIDE (5)',Od NAILS MIN
INTO STUD/ SIDE OF PLATE. (2) 2A STUDS
CEILING AT PORCH
PORCH POST BEYOND. ONLY. (�;IDF WALL)
FIER DETAILS ON
SHEETS-3.2FOR
ADD'L INFO.
DOUBLE TOP PLATE 3- NAILS Co) 12- O.C.M. EXTENDED FROM STUD STAGGERED
BUILDING
NoIE:REFER T0 TS3.0 FOR INFO NOT SHOWN. 4-STRAP ATTACHMENT
3- PORCH SAVE DETAIL SCALE = l32" = 1'-0"
5-STRAP ATTACHMENT
SCALE = 1,V2' = V-0"
x", �A L, JVO
LOFED BARN --FLORIDA--WIND —160
MPH--FBC
2020
Z Nc
No( 77209
NOTE: REFER TO FASTEMNO SCHEDULE ON SHEETS S-GA AND S 0S FOR
ATTACHMENT INFORMATION NOT NOTED ON THIS SHEET.
PROJECT NO:SHEET NUMBER
DATE: 09-28-2021
STATE
0 % AN OF
Weather King
DRAWN BY� KLN
CHECKED BY: KLN
—31—IB S
PORTABLE BUILDINGS
REV6SION
SCALE:
(2) '?",' x 6" LAG
SCREWSTHROUGH
TOP PLATES INTO
4A6 F.T. POST
%- P-T, PLYWOOD
CEILING AT PORCH
ONLY.
4x6 P.T.
POST
Ar", P.T. Ix PORCH BOARDS
If (2) 3" NAILS INTO
CONT 2x P.T.
EACH FLOOR JOIST
RIM JOIST
(6) 3" x 6.131 " RING
SHANK MAILS (MIN)
FROM END JOIST
4x6 P.T.SKID
INTO CORNER POST
1- CORNER PORCH POST DETAIL
4x6 PT -
POST
P,T. I x PORCH BOARDS
W(2) 3- NAILS INTO
CONT, 2x P.T.
EACH FLOOR JOIST
RIM JOIST
(9) 3'x 0.131" PING
SHANK NAILS (MIN)
4.,(6P.T.SKID
FROM JOIST INTO
POST
NOTE REFER TO I/S12 FOR INFO NOT SI IOWN.
2- INTERMEDIATE PORCH POST DETAIL
REF DETAILS AILS 3/5-311 & 4/8-3,(i
FOR ROOF TRUSS HOLD-
DOWN INFORMATION
NOT SHOWN FOR CLARITY
(TYR)
(2)'7j6'x 6" LAG
SCREWS 1 HROUGH
TOP PLATES INTO
4x6 F.T. POST
4x6 P.T.
POST
REP DETAILS I & 2!53.2
FOR POST BASE
ATTACHMENT
REF DL I AIlLS 3 & 41S-3,O
FOR ROOF TRUSS HOLD-
DOWN INFORMATION
NOT SHOWN FOR CLARIT Y
(TYR)
T-6' TALL
END WALL
P.T. Ix PORCH BOARDS
w! (2) 3- NAILS INTO
EACH FLOOR JOIST
4x6 P.T. SKID
PORCH VARIES (SEE PLAN)
ROOFTRUSS
(TYP)
LOFTJOfSl
(TYP)
FLOOR JOIST
(TYR)
NOTE: REFER TO DETAILS 1/53.2 AND 2/S3.2 FOR INFO NOT SHOWN,
3- OPTIONAL PORCH SECTION
NOT TO SCALE
DOUBLE TOP PLATE
EXTENDED
TO PORCH POST
BOTTOM PLATE
(TYR)
60 MPH--FBC 2020 --FLORIDA--WIND-1
LOFTED BARN
NOTE: REFER TO FASTENING SCHEDULE ON SHEETS SOA AND S-0.2 FOR PROJECT NO:
ATTACHMENT INFORMATION NOT NOTED ON THIS SHEET. SHEET NUMBER
DAT,-: 09-28-2021
STATE
0, OF DRAWN BY: KLN
I-, -3.2-LB
1-1, CHECKED BY: KLN
I'll 0 Weather Kingo- S
"mmoll, PORTABLE BUILDINGS REVsSIIDN SCALE: 1'=l'-O
REFER TO DETAIL 4/S-3.3
ROOF TRUSS
FOR ATTACHMENT OF
META-1 ROOFING TO
ROOF DECKING
THE ROOF DECK
2X4 STUDS (FIR T,
2x 10 TOP PLATE
@ 16"O.C. TOENAJL
2x4 BOT PLATE
TO T,C, wj
(2) 3- NAILS LOFT DECKING
CONUNUOUS
ALUMINUM 7-RAR
FLASHING AT
HORIZONTAL SIDING
JOINT. ATTACH TO
FRAMING w! I'�<"
STAPLES � 12- O.0
SIDING JYPj
29 GA. METAL SOkNG,
LOFT JUfbI ATTACI I TO GIRTS PER
LIE I AIL 311S-3.3
DOUBLE TOP PLATE
2x4 STUDS 2A4 WALL GIRT, ATTACH
@ 16- Q.C. TO EACH ,',TtJDv/
(3) 3" x 0131 " RING SHANK
NAILS (TYR)
z
9-TYPICAL END WALL DETAIL
XX
#10- 16 x %W " WOOD SCRELu
w
29 CA METAL PANEL w/ WASHER § 9'0-C.
(ONE SIDE OF EVERY MAJOR RIB)
SPACE SCREWS AT 16"0 C, MAX
ALONG PANEL LENGTH.
< tY
Lu
49
L)
ROOF DECKING
2x FRAMING SPACED -J
AT 24" O.C. MAX
4-METAL PANEL FASTENING TO SHEATHING
29 CA METAL PANEL -7
LOFT JOIST /%'-14 SELF DRILLING #10-14 x 1,"2'WOOD SCREW
SCREWwl WASHER wl WASHER @ G.G.
SPACED @ 24- GO,
ALONG EA SIDELAP (EACH SIDE OF EVERY MAJOR R.S)
A,
SIMPSON MTS16 STRAP
w/ (7) 10d x V,-," NAILS (MIN) IN
EACH END OF THE STRAP
AT EACi I TRUSS. WRAPAROUND
AND NAIL IQ WALL FOP PLA I E
WHEN TRUSS DOES NOT LINE 2x FRAMING
UP WITH A WALL STUD BELOW,
REP DETAIL 4/S-3,0 FOR AN FASTENING PATTERN AT PANEL ENOLAP
ALTERNATE HOLD DOWN OPTION
IN LIEU OF THE METAL STRAP.
2x4 STUDS (55),
16"O.C.
29 CA METAL PANEL
%4--14 SELF DRILUNG
410-14 x I,"-Z,'WOCD SCREW
SCREW w,WASHER f I w! WASHER @ 9"O.C,
SPACED @ 24'0-C 9" TYR IONE SIDE OF EVERY MAJOR RIB)
ALONG EA SIDCLAP
2x FRAMING
FASTENING PATTERN AT INTERIOR PANEL SUPPORT
2-TYPICAL VERT METAL SONG DETAIL
3-METAL PANEL FASTENING TO WOOD FRAMING
NOTE: REFER TO DETAILS VD3.0 A14D 31S3,0 FOR INFO NOT SHOWN, SCALE = l,"," = I, 0'
-4yv4 No "ll"
LOFTED BARN --— FLORIDAWIND-40
MPH- - FBC 2020
cery t
"
NcLT72
STATIE
NOTE' REFER TO FASTENING SCHEDULE ON SHEETS S-0 I AND S-02 FOR
ATTACHMENT INFORMATION NO? NOTED ON THIS 5HEET.
PROJECTND:
PROJECT END:
SHEET NUMBER
S'
KATE: 09-28-2021
NO Ej
OF v�
Weather Kingo
DRAWN BY� KLN
11F E -3.3-IB
.F,,,,,.EY, KLIN S
PORTABLE BUILDINGS
SCALE: I"=l'-O
REFER TO DETAIL. 418-3.3
FOR ATTACHMENT OF
METAL ROOFING TO
THE ROOF DECK
29 GA. METAL SIDING OVER
'fi'll OSB OR PLYWOOD
WALL SHEATHING.
REFER TO DETAIL 41S-1.3
FOR SIDING ATTACHMENT
ATTACH SHEATHING 70
WALL FRAMING
W/ 2 a' x 0. 113' RING
SHANK NAILS @ V'O,C.
IN FIELD & ALONG
EDGES. (SPACE NAILS
AT a" 0,C, ALONG
PANEL EDGES AT
ENDWALLS)
LOFT JOIST
SIMPSON MTS16 STRAP
wil (71 lOd x ll'F NAILS (MIN) IN
EACH 64D OF THE STRAP
AT EACH TRUSS, WRAP AROUND
AND NAIL TO WALL TOP PLATE
WHEN TRUSS DOES NOT LINE
UP WITH A WALL STUD BELOW.
REP DETAIL 4jS-3-0 FOR AN
ALTERNATE HOLD DOWN OPTION
F THE METAL STRAP.
1-TYPICAL HORIZ METAL SIDING DETAIL
NOTE: REFER TO DETAILS 'VS3.0 AND 3iS3.0 FOR INFO NOT SHOWN.
01 ..... '%
00%l' N,
LOFED BARN—FLORIDA—WIND -160
MPH--FBC 2020
N'.77209
1:
STATE
NOTE' REFER TO FASTENING SCHEDULE ON SHEETS S-01 AND S-0 2 FOR
ATTAC'IMENT INFORMATION NO NOTED ON THIS SHEET.
T
PROJECT NO:
I) NO
SHEET NUMBER
DATE: 09-28-2021
OF
oRvo
...
Weather
DRAWN BY: KLN
H I I BY L -3.4-LB
DRAWN BY: KLN S
"IfffmitIll
PORTABLE BUILDINGS
REVI,51ON: SCALE: V=1'-0
EXTERIOR WOOD SIDING. METAL WALL SIDING w/
FEE DETAIL ljS-3.0 FOR 2x4 WALL GIRI . REFER RIBS RUNNINGVERTICALLY.
NAILING REQUIREMENTS TO DFTAH 21,S3 I FOR
SPACING AND NAILING ATTACH TO WALL GIRT PER
TRTD REQUIREMENTS DETAIL 3IS-3.3
PLYWOOD
TRIM
5/0 TRTD
PLYWOOD 7T,
ROLL -UP DOOR GUIDE. TRIM
ATTACH TO WOOD JAMB (2) 2x4 SP #2 (OR BETTER) Ij
w,"/4' x 1. 75" LONG LAG 0 72" JAMB STUD, REFER TO
ROLL -UP DOOR GUIDE.
SCREWS @ 12" O.C. PER FASTENING SCHEDULE ATTACH TO WOOD JAMB
(2) 2x4 SP #2 (OR BETTER)
�2
IVANUF. SPECS. BOTTOM FOR NAILING REQUIREMENTS wl/�' ,x 1.75" LONG LAG ol 74-\ JAMB STUD. REFER TO
SCREW TO BE TMAX SCREWS @ 12" 0, C. PER FASTENING' SCHEDULE
ABOVE FINISHED FLOOR. MANUF. SPECS. BOTTOM FOR NAILING REQUIREMENTS
LOCATE GU30E FOR LAG SCREW TO BE 6' MAX
SCREW TO BE CENTERED ABOVE FINISHED FLOOR.
ON JAMB STUD CLOSEST LOCATE GUIDE FOR LAG
TO DOOR OPENING SCREW TO BE CENTERED
ON JAMB STUD CLOSEST
I —ROLL —UP DOOR JAMB DETAIL METAL WALL SIDING OVER TO DOOR OPENING
(WOOD SIDING) ',�F,'OEB OR PLYWOOD
WALL. SHEATHING, 3-ROLL—UP DOOR JAMB DETAIL
REF DETTUL ILS-3.0 FOR
TRTD NAILING REQUIREMENTS (VERT METAL SIDING)
PLYWOOD -J--
TRIM
ROI I -LIP DOOR GTADF
ATTACH TO WOOD JAMB (2) 2x4 SP 42 (OR BETTER)
wl,'/A" x 1.75" LONG LAG y 079' _JAMB STUD. REFER TO
SCREWS @12'01C PER FASTENING SCHEDULE
MANDE. SPECS. BOTTOM ....... . ......... 4 FOR NAILING REQUIREMENTS
SCREW TO BE 6" 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)
0
"%jiligliflo"
--160 MPH--FBC 2020 —FLORIDA—WIND LOFED BARN
No.777-09 T No-
ATTAC°IMENT INFORMATION NO- NOTED ON THIS SHEET. -THEO
- SHEET NUMBER
MOTE REFER TO FASTENINC SCHEDULE ON SHEET-' S-0, 1 AND S,12 FOR
STATE Ft 09-28-2021
A, OF g WDRAWN III: KLN
4543eather K n CHECKED BY: KLN S
PORTABLE BUILDINGS REVSVDN SCALE: 1 112*=V-0
FRONT ELEVATION
TIVE TRIM
PROVIDE CONTINUOUS
ALUMINUM Z-BAR FLASHING
Al SIDING HORIZON I AL JOINTS.
ATTACH TO FRAMING w/ i'x%'
STAPLES AT 12' O.C. (TYR ?
VARY PER CUSTOMER.
PROVIDE CONTINUOUS
ALUMINUM Z-BAR FLASHING
AT SIDING HORIZONTAL JOINTS,
ATTACH T 0 FRAMING wl 1Y,/,' NOTE:
STAPLES AT 12" O.C. (TYP) WINDOWS, DOORS. AND I RIM SHOWN ARE CONCFP I UAL, AC I UAL WINDOW, DOOR, AND i RIM
MAY VARY PER CUSTOMER REQUEST.
TIONAL DOOR OR WINDOW,
CATIONS VARY PER CUSTOMER.
REAR ELEVATION
"Illaffoll",
L JV
-160 MPH--FBC 2020 --FLORIDA--WIND LOFED BARN
No.77209
SHEET NUMBER
ATC:
STATE Z - D09-28-2021
OF
L N
-4-LB
0l Weather Kingoo, HECKE..Y: KLN S
PORTABLE BUILDINGS SCALE: NOT TO SCALE
,1111110"I IWO kREVISION: