HomeMy WebLinkAboutSHED DETAILSBUILDING CODE: UNINHABITED UTILITY SHED UP TO 12' WIDE X UP
FLORIDA BUILDING CODE, 6th EDITION (2017) LEAN-TO
BUILDINGS ARE NOT FOR HIGH -VELOCITY HURRICANE ZONES (HVHZ)
nFSIrN I nnrnNr. /— PROVIDE 2X BLOCKING BTWN. TRUSSES.
Vasd = 120 '
EXPOSURE: C
ROOF LIVE LOAD: 20 PSF
_
ROOF DEAD LOAD: 10 PSF
FLOOR LIVE LOAD: MIN. 50 PSF (SEE NOTE 5, DETAIL 1, SHEET 3)
IMPORTANCE FACTOR: (Iw): 1_0
RISK CATEGORY: I
COMPONENT AND CLADDING: ROOF:
_31 PSF (ZONE 1)
WIND PRESSURE (pst) (ASD VAVALUES)
66 PSF (ZONE 2, 3)
(BASED ON 10 SQ FT) WALL:
36 PSF (ZONE 4)
co
45 PSF (ZONE 5)
INTERNAL WIND PRESSURE COEFFICIENT:
+0.18
fO
(ENCLOSED BUILDING)
-0.18
FLORIDA BUILDING APPROVAL NUMBERS-
1. WINDOWS BY TAFCO CORP- FLORIDA BUILDING APPROVAL
#FL207431 R1.
2. LP SMARTSIDE SIDING - FLORIDA BUILDING APPROVALS#FL919`
3. SHINGLESBYOWENS CORNING - FLORIDA BUILDING APPROVAL
5L+t06743
4. ROOFUNDERLAYMENT BY WOODLAND I DUSTRIES INC. -
FLORIDA
BUILDING APPROVAL1r72061- 4.
5. METAL ROOFING BY GULF COAST SUPPLY'., LLC -
FLORIDA BUILDING APPROVAL #FL11651.22-R3 & #FL11651.23-R3.
6. INNOVATIONS MANUFACTURING, INC. TRANSOM WINDOWS -
FLORIDA BUILDING APPROVAL #FL17667.1-R1.
7. FLOOD SOLUTIONS, LLC FLOOD VENTS (IF REQ'D)-
FLORIDA BUILDING APPROVAL #FL17588.1-R1.
8. OX PAPERBOARD MICHIGAN, LLC THERMO-PLY SHEATHING -
FLORIDA BUILDING APPROVAL #FL16391.1-R2. fl�'
TOE NAIL WITH (3)
18d NAILS, (2) ONE
SIDE, (1) OTHER
SIDE
HEADER NAILING:
RAFTERTH2.5A
HEADER TO STUD -
4-16d END NAIL
DOUBLED HEADER
-16d @ 16"
STAGGERED FACE NAIL
SIMPOR
UNAILING:
FORSIMPSOREFER
TO SHEET 2
OR USFOR
WALL AND ROOFFORs'-1SHEATHING
NAILING.
WALL TOP
MAX WALL HEIGHT FOR
EACH SHED:
LT - 6'41/2" (76 vr)
RAFTER TO WALL
LOW WALL
3 CONNECTION DETAIL
24
RAFTERS TO BE SPF #2 OR BETTER PER SCHEDULE
12 FLORIDA APPROVED OWENS CORNING
OAKRIDGE 30 YEAR SHINGLES - FL10674-R13
-OR-
FLORIDA APPROVED GULF COAST
SUPPLY #FL11651.22-R3 OR
#FL11651.23-R3
DOUBLE TOPS I I
PLATES
SEE SHEET 3 FOR STEEL FLOOR V
ANCHOR DETAIL OR FOUNDATION
UP TO 12'-0" WIDE
OBUILDING SECTION
6c c. µTS.
DOUBLE TOP PLATE
1/2" PLYWOOD SPACER
CRIPPLES (IF REQ.)
HEADERS FOR
OPENINGS UP TO T-0"
USE (2) 2x4 SPF #2
2x4 WINDOW SILL
TRIMMERS
FLOOR DECKING
BASE PLATE
FOR WINDOW OPENINGS UP TO T-0"
ON SIDE WALLS
4 WINDOW HEADER DETAIL
FOR SIDE WALLS
6CP N.T.S.
RAFTERS @
24" O.C.
RAFTERS @
16" O.C.
RAFTERS @
12" O.C.
SPAN
JOISTS
JOISTS
JOISTS
6'
2X4 SPF #2
2X4 SPF #2
2X4 SPF #2
8'
2X6 SPF #2
2X6 SPF #2
2X4 SPF #2
10'
2X6 SPF #2
2X6 SPF #2
2X6 SPF #2
12'
2X8 SPF #2
2X8 SPF #2
2X6 SPF #2
WALL FRAMING TO BE 2x4
SPF #2 OR BETTER @ 16" O.C.
IF BUILDING IS LOCATED
IN A FLOOD ZONE THEN
FLOOD VENTS AND PRESSURE
TREATED STUDS ARE REQUIRED
- ONE SQ INCH VENT
FOR EVERY ONE SQ FT
OF BUILDING
DOUBLE TOP PLATE
PLYWOOD SPACER
— CRIPPLES (IF REQ.)
HEADERSFOR
SEE -
OPENINGS UP TO 4'-0"
DETAIL
USE (2) 2x4 SPF #2
OPENINGS 4'-1"TO 6'-0"
KING -
USE (2) 2x6 SPF #2
STUD
OPENINGS 6'-1"TO 8'-0'
USE 2 2x8 SPF #2
KING STUD
TRIMMER
BASE PLATE
FLOOR DECKING
FOR OPENINGS UP V-0"
SIDE WALLS
DOOR HEADS E
4 B WALLS (TALLS,1gE
TRIMMER STUD
REFER TO THE DOOR—nrrummz) rum:
DETAIL SHEET FOR THE OPENINGS UP TO 6-0" USE
DOOR DESIGN & (2) 2x4 SPF #2
LIMITATIONS. b ENINGS 6'-1" TO 10'-0" U!
(2) 2x6 SPF #2
2 HEADER DETAIL FOR
END WALL
6Cu N.T.S.
DOUBLE TOP PLATE
- 1/2" PLYWOOD SPACER
HEADERS FOR
- OPENINGS UP TO 4'-0" USE 2) 2x4 SPF #2
- OPENINGS 4'-1" TO 6'-0" USE (2) 2x6 SPF #2
OR SEE DETAIL`
TRIMMER
BASE PLATE
FLOOR DECKING
FOR OPENINGS UP TO
6'-0" ON SIDE WALLS
2x4 TOP
PLATE
12
_, , �1
SCANNED
BY
St. Lucie County
DOOR HEADER DETAIL FOR
4C SIDE WALLS (SHORT SIDE WALL)
SC µM
Order #. �rpl`�j (� PO # THESE DRAWINGS AND THE \ // TRLE DRAWING NO.
TUFF 5 H E D }� DESIGN ARE THE PROPERTY TUFF SHED, INC.
Customer,Pjl'� � Drawn By: SJ OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT ���� � ••Ft����� FL-PLT-01
DRAWINGS ARE FORA I � BUILDING SECTIONS
Storage Blll)alIIgS 8L Garages Site Addr ss: Date: 1/2/15 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E. No. 5 = REV. LEVEL 01
TUFF SHED, MFG. FACILITIES AND BUILT BY TUFF SHED. RIr ILLS@TUFFSHED.COM * • * c HEADER FRAMING DETAILS
g Checked By: ANY OTHER USE IS
Ct FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET FBC, Bth EDITION (2017) SHEET
Building Size:xw N.0 NC N.NeicN .bar .0 ea Date' SHED AND THE ENGINEER OF DEN VER, COLORADO 80210 o
/� �1 Scale: N.T.S. RECORD 303 753-8833 EXT.96315 i90�� o� E F 155C
L-i 1 Jg - �\ (�fL -F ( ) � a�n SHEET 1 0F 3
1 SINGLE DOOR ASSEMBLY
TOP VIEW
SC - NT.S.
BOLT LATCH ON FIXED DOOR FOR
ATTACH (1) BOLT LATCH AT THE TOP AND
(1) BOLT LATCH AT THE BOTTOM OF THE
FIXED DOOR. ATTACH EACH BOLT LATCH
ASSEMBLY WITH (4) #8 x 2-1/4" SQUARE
DRIVE WOOD SCREWS.
DOOR HANDLE AND STRIKE
INSTALL DOOR HANDLE PER
MANUFACTURER'S
INSTRUCTIONS. USE#8x2-1/4"
SQUARE DRIVE WOOD SCREWS.
ATTACH STRIKE PLATE WITH (3)
#8 x-2"SQUARE-DRIVE-WOOD
SCREWS.
DDOUBLE DOOR ASSEMBLY
B TOP VIEW
SG N.T.S. I
BOLT LATCH ON FIXED
DOOR FOR DOUBLE DOOR
WHEN THE FIXED DOOR IS
CLOSED AND BOTH BOLT
LATCHES ARE ENGAGED, THE
TOP BOLT LATCH WILL REST
AGAINST THE INSIDE EDGE OF
THE HEADER, AND THE BOTTOM
BOLT WILL REST IN A
PRE -DRILLED HOLE IN THE
FLOOR DECKING.
DOORTHRESHOLD
3/8 SMART SIDE NAILING REQUIREMENTS
USE THESE NAILING TABLES FOR THE LEAN-TO DRAWINGS
SIDE WALL EDGE NAILING REQUIREMENTS
END -WALL EDGE_NAILINGREQUIREMENiSHEAR
MARK .
MAX.
MARK
WALLS
END
SIDE
COMB.
MIN TOTAL
WALLS
END
SIDE
FCOOP
TAL
BEING
WALL
WALL
OPENING
COMBINED
BEING
WALL
WALL
B.
ED
USED
WIDTH
LENGTH
EDGE NAILING
(NOTE 2)
SHEAR WALL
USED
WIDTH
LENGTH
EDGE NAILING
INGWALL
8' 8'-24' 8d NAILS @ 6" O.C. 0'
10' 10'-24' 8d NAILS @ 6" O.C. 0' 10'-24_
12' 1 12'-24' 18d NAILS @ 6" O.C. 0'1 12'-24'
• MIN 2'-6" RTN WALLS ON EACH END OF WALL- • MIN 2'-6" WALL SEGMENT
8d NAILS6" O.C.
UP TO 12'
4'
gT66-20'
-
NAILS 6" O.C.
UP TO 12'
5'
10248dNAILS
6" O.C.
UP TO 12'
6'
12'-24'
8d NAILS 6" O.C.
UP TO 12'
7'
12'-24'
8d NAILS @ 4" O.C.
I UP TO 12'
1 5'
EXTERIOR DOOR SHEATHING
3/8" SMARTSIDE OR 3/8" SMARTSIDE
WITH FOIL BACKER
INTERIOR DOOR SHEATHING
7/16" OSB OR 7/16" OSB WITH
FOIL BACKER
HINGE ATTACHMENT
(3EUFF SHED HINGES
PDOORMOOR
PANEL, FILL EVERY
HOLE IN HINGE WITH A
#8 x 2-1/4" SQUARE
DRIVE WOOD SCREW.
TABLE NOTES:
ROOF SHEATHING
(7/16" OSB)
WIDTH
LENGTH
FIELD NAILING
EDGE NAILING
6'
6'-18'
8d NAILS @ 4" O.C.
8d NAILS @ 4" O.C.
8'
8'-24'
8d NAILS @ 4" O.C.
8d NAILS @ 4" O.C.
10,
10'-24'
8d NAILS @ 4" O.C.
8d NAILS @ 4" O.C.
12'
12'-24'
8d NAILS @ 4" O.C.
8d NAILS @ 4" O.C.
NOTES:
1. USE 8d COMMON OR GALVANIZED BOX NAILS.
DOUBLE DOOR ASSEMBLY HINGE ASSEMBLY 1. NAILING IS FOR 3/8" SMARTSIDE PANEL OR 3/8" SMARTSIDE WITH FOIL BACKER.
2 SIDE VIEW O FRONT VIEW 2. NO SINGLE OPENING GREATERTHAN 8'-0"
WIDE X 6'-9' LENGTH BUILDINGS ARE BASED ON 3-SIDED DIAPHRAGM.
GcP N.T.S. SCP N.T.& THE END WALL OPPOSITE OF THE OPENING MUST BE FULLY SHEATHED, IN
DOORS: 3-SIDED DIAPHRAGM CASES. THE END WALL WITH THE OPENING DOES NO
STANDARD DOOR CONSTRUCTION FOR TUFF SHED DOORS A MIN. RETURN WALL ON EACH SIDE OF THE OPENING.
UP TO 47" x 80 1/4" ON SINGLE HUNG DOORS AND 96" x 80 1/4" 4. USE COMMON NAILS OR GALVANIZED BOX NAILS.
5. FIELD NAILING FOR 3/8" SMARTSIDE: 8d @ 12" O.C.
ON DOUBLE DOORS EXCEED ALL LOAD REQUIREMENTS FOR 6. ON THESE BUILDNGS 6' X 10'-20' THE S DOOR IN THE END WALL WILL NEED I
THE LOAD CRITERIA ON SHEET 1. SET. THERE WILL BE A 2'-6" PANEL ON ONE SIDE AND A 6" PANEL ON THE OTH
THE DOOR.
7. (BS) - DESIGNATES WALLS THAT NEED TO BE SHEATHED ON BOTH SIDES.
■ MIN 2'-6" RTN WALLS ON EACH END OF WALL- •MIN 2'-6" WALL SEGMENT
6'
6'-9'
8d NAILS @ 4" O.C. (BS)
3'
SEE NOTE 3
6'
10'-12,
8d NAILS @ 4" O.C. (BS)
31
2'6" RE: NOTE
6'
14'-16'
8d NAILS @ 3" O.C. (BS)
3'
2'6" RE: NOTE
8'
8'
8d NAILS 6" O.C.
3'
5.
8'
10'-12'
8d NAILS A 4" O.C.
3'
5.
8'
14'-16'
8d NAILS A 3" O.C.
3'
51
8'
8'-10'
8d NAILS @ 4" O.C.
4'
4'
8'
12'-14'
8d NAILS @ 3" O.C.
4'
4'
10'
10'-12'
8d NAILS Q 6" O.C.
3'
7'
10,
14'-18'
8d NAILS @ 4" O.C.
3'
7'
10,
20'-24'
8d NAILS @ 3" O.C.
3'
7'
10,
10'
8d NAILS @ 6" O.C.
4
6'
10,
12'-16'
8d NAILS 0 4" O.C.
4'
6'
10,
18'-20'
8d NAILS @ 3" O.C.
4'
6'
10,
10'
8d NAILS @ 4
6'
4'
10,
12'-14'
8d NAILS @ 3" O.C.
6'
4'
12'
12'-14'
8d NAILS 6" O.C.
4'
8'
2
16-20
1
4
8
12
22 -24
4
8
12'
12'-16'
8d NAILS @ 4
6'
6'
12'
18'-20'
6'
6'
12'
IT-14'
8d NAILS
TUFF SHED Order #.I PO # THESE DRAWINGS AND THE lQI'�///
DESIGN ARE THE PROPERTY TUFF SHED, INC. �( 77TI-E DRAWING NO.
Customer Drawn By: SJ OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT FL-PLT-01
DRAWINGSAREFORA i DOOR DETAILS
Storage Buildings & Clamps Date: 1/2/15 BUILDING TO BE SUPPLIED No.NAILING REQUIREMENTS
a Add r ss: AND BUILT BY TUFF SHED. RICHARD J. WILLS, P.E. _ 1k� � REV. LEVEL 01
TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS
1777 S. HARRISON STREET — SHEET
• Date: FORBIDDEN BY BOTH TUFF -o ; FBO, 6th EDITION (2017)
u SHED AND THE ENGINEER OF DENVER, COLORADO 80210 � 9O;•• F are F
Building SIZe:WiDTH-IENGTN-NEIGM-SQ FT.MEA � �
Scale: N.T.S. RECORD (303) 753-8833 EXT.96315 ��/�CCSn t• R �. P7.�t,� �t�9. 1 SHEET 2 OF 3
#12-14 X 3" HEX HEAD —
SELF -DRILLING SCREWS
3/4" APA OR TECO RATED
T&G FLOOR DECKING.
2X6-STEEL JOISTS i
@ 24" OC
#10 X 3/4" PAN —
HEAD SELF -DRILLING �6
SCREWS (2 PER TAB)
VENT HOLES @ 24" OC.
OPTIONAL LEVELING BLOCKS
2X6 STEEL TRACK EACH END —
BASE PLATE SCREW SPACING
WIDTH
SPACING
6'-12'
8" O.C.
OSTEEL SHED BASE DETAIL
6C MT.&
SIDING
TRIM
3/8" CARRIAGE
BOLT (GRADE 2)
OTI7SWB
-OR-
OT24SWB
1/2" HILTI KWIK BOLT TZ
STAINLESS STEEL 304
EMBEDMENT DEPTH = 2 1/4"
MIN. EDGE DISTANCE = 6"
ANCHOR SPACING: RE: KWIK
BOLT ANCHORS TABLE, SHEET 3
STEEL SHED FOUNDATION:
600T125-054 - 16 GAUGE STEEL TRACKS G140 ZINC COATED
60OS137-054 - 16 GAUGE STEEL JOISTS G140 ZINC COATED
@ 24" O.C.
-(SUPPLIER: ALLIED STUDCO (JOIST: 60OS137-054 / TRACK
60OT125-054) ICC ER-4943P.
2. 3/4" APA OR TECO RATED TONGUE AND GROOVE FLOOR
DECKING. 24" MAX PANEL SPAN. STAGGER PANEL LAYOUT.
3. FASTEN FLOOR DECKING TO JOIST & TRACKS USING .
#8 x 1-5/8" ZINC PLATED SCREWS @ 12" O.C.
NO BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOOR
JOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1.
4. FASTEN -SOLE PLATE THROUGH FLOOR DECKING INTO -JOISTS
OR TRACKS WITH #12-14 X 3" GALVANIZED SELF -DRILLING
SCREWS. REFERENCE SPACING CHART.
5. ALLOWABLE FLOOR LIVE LOAD: 75 PSF FOR STEEL JOISTS
CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS
AS SHOWN.
6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL
BUILDING:
SUGGESTED SIZES: 2" x 8" x 16", 4" x 8" x 16", OR 8" x 8" x 16".
BLOCKS UNDER JOISTS SPACED @ 8'4' O.C. MAXIMUM.
BLOCKS UNDER TRACK SPACED @ 4'4' O.C. MAXIMUM.
STUD
3/8" NYLON
LOCK NUT
v l r BASEPLATE
FLOOR PLY
n
STEEL SI
BASE
4" CONCRETE
PAD (MIN)
OSIDEWALL BRACKET DETAIL
6C NTS.
TUFF SHED
Storage Buff ings & Garages
KWIK BOLT ANCHORS
(INTO CONCRETE)
E: DETAIL 3 SHEET 3
WIDTH
LENGTH
QTY
6'
6'-10'
1 6
6'
12'-18'
8
8'
8'-14'
6
8'
16'-20'
8
8'
22'-24'
10
10,
10'-16'
6
10,
18'-24'
8
12'
12'-18'
6
12'
NOTES: ao
1. ANCHORS TO BE KWIK BOLT TZ, 304 SS
TRIM
SIDING AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES
2X4X2' • PART NUMBERS:
BLOCKF OT3644GPMP- 5/8" X 36" (36" IMBED) GALVANIZED AUGER
UIL
FINISH
inl GRADE
2. PROVIDE (1) ANCHOR AT EA. CORNER
OF THE BUILDING. THE REMAINING J
ANCHORS EQUALLY SPACED ALONG THE U
LENGTH OF THE BUILDING. (1/2 THE
REMAINING ANCHORS ON EA. LENGTH
SIDE EQUALLY SPACED).
® (
#
THESE DRAWINGS AND THE
DESIGN ARE THE PROPERTY
INfI By: SJ
OF TUFF SHED, INC. THESE
DRAWINGS ARE FOR A
B: 112/15
BUILDING TO BE SUPPLIED
AND BUILT BY TUFF SHED.
:Cked By:
ANY OTHER USE IS
FORBIDDEN BY BOTH TUFF
=:
SHED AND THE ENGINEER OF
RECORD
le: N.T.S.
STUD THRU HOLE IN REPORT NO. LO-FJ90129-A
ANCHOR PLATE WITH -OR-
3WO x4• CARRIAGE OT24SWBSIDEWALL BRACKET FOR USE WITH THRU BOLTS
BOLT AND LOCKNUT REPORT NO. LO-FJ90129-B
CORNER STUD • WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS
WITH THE MAXIMUM LOAD OF 5,080 LBS
Kli
TUFF SHED, INC.
ENGINEERING DEPARTMENT
RICHARD J. WILLS, P.E.
1777 S. HARRISON STREET
DENVER, COLORADO 80210
(303) 753-8833 EXT. 96315
J
3
LU
0
0
in
} END WALL
n
SIDING
TRIM
AUGER ANCHORS
WIDTH
LENGTH
# OF ANCHORS
6'
6-18'
4 ANCHORS
8'
8'-24'
4 ANCHORS
10'
10'-24'
4 ANCHORS
12'
12'-24'
4 ANCHORS
4-ANCHORS PROVIDE (1) AT EA.
CORNER OF THE BUILDING.
ANCHOR BRACKET
I— TO BE FLUSH WITH
OAUGER ANCHOR DETAIL EDGE OF TRIM
Srvei c, NTA
UNHEATED SPACE
ANCHOR BOLT &
CONTINUOUS FOOTING NOTES
P.T. SILL PLATE
1.
TOP OF SLAB TO BE 6- MIN. ABOVE GRADE. SLAB REINFORCEMENT SHALL
PER NOTES BELOW
BEWWF6XGWIAXW1.4.LOCATE ATMID-DEPTH OF SLAB.
-OR-
SLAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDED
FIBERMESH150. FIBERMESH SHOULD BE DISPERSED UNIFORMLY
TOP & BOTTOM
THROUGH CONCRETE Wl MIN.1 POUND PER CUBIC YARD OF CONCRETE.
2.
ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING
CONCRETE FLOOR
BEFORE POURING CONCRETE.
3,
FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL, COMPETENT SOIL,
OR PROPERLY COMPACTED STRUCTURAL FILL ALLOWABLE SOIL
BEARING PRESSURE IS 1000 PSF AT 12" BELOW GRADE.
___a—___
4.
CONCRETE: MINIMUM 28 DAY COMPRESSIVE STRENGTH, Pc=2500 PSI.
___
5.
REINFORCING STEELA615, GRADE 40 OR GRADE 60. ALL REINFORCING
STEEL SHOWN TO BE CONTINUOUS MAY BE LAPPED A MINIMUM OF 38 BAR
DIAMETERS OR 24" MINIMUM, WHICHEVER IS LARGER.
6.
SEISMIC DESIGN CATEGORY: B
•
A. ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING
SLAB
llr DIA X T LONG SIMPSON TITEN ANCHOR WITH WASHERS.
B. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST 5' INTO THE
REINF CEMENT
CONCRETE AND SHALL BE SPACED NOT MORE THAN V OC.
PE N ES BELOW
C. THERE SHALL BE A MINIMUM OF 2 BOLTS PER SOLE PLATE PIECE
WITH 1 BOLT LOCATED NOT MORE THAN 12"NOR LESS THAN 7 BOLT
DIAMETERS FROM EACH END OF EACH PIECE.
8 THI E D SLAB
MIN.
)ATION DE A L
I I
TITTLE
DRAWING NO.
FL-PLT-01
DETAILS
0.7
�;
'
* ^
REV. LEVEL 01
SHEET
a
FBC, M EDITION (2017)
ATE OF
0:
1
SHEET 3 OF 3