HomeMy WebLinkAboutRMISC2025-004814ALL CHANGES REQUIRE APPROVER PLANS SHALL BE
APPROVAL OF REVISED KEPT ON JOBSITE AT ALL TIMES
PLANS
CITY OF COAPEVINE
THIS PAGE
ELEAS%DFORCO°^ST xIO"
01/1&2026 4 32 37 PM
BY KELLY TAFT TSBPE 1-3971
CONSTRUCTION HOURS cm ] f-L .. xs SEPEHATE PLUMBING.
1 xv rt vianri Nsoxs MECHANICAL, ELECTW AL ANB
SIGN PERMITS SHALL BE REEUIREO.
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- my RECEIVED: 12/22I2025
)04814
ALL CHANGES NBST BE APPROVED. 3107 MUSTANG DR #51
STORAGE SHED (10x10x9)
I 12
4��
TRUSS NAIL PLATES ARE:
EAGLE METAL PLATES
g - (ICC #ESR-1082)
RAFTER MANUFACTURED
b BY TUFF -SHED
3
PR & TR700 SHEDS UP TO 12' WIDE x UP TO 24' LONG
REFER TO THE TRUSS DESIGN FOR
LUMBER SIZE, PLATE SIZE, AND
TRUSS SPACING
COLLAR TIE REQUIRED ONLY AT
1 V & 12' WIDE SHEDS
1 STEEL SHED BASE: SEE DETAIL 4
N�c•.� -•I� UP TO 12'-W WIDE
BU,LDING SECTION
DOUBLE TOP PLATE
1/2" PLYWOOD SPACER
HEADERS FOR
OPENINGS UP TO YO"
USE (2) 2x4 HF #2
2x4 WINDOW SILL
II TRIMMERS
FLOOR DECKING
BASE PLATE
-KING STUD
FOR WINDOW OPENINGS UP TO
3'-0' ON LOAD BERING SIDE WALLS
DOUBLE TOP PLATES
WALL FRAMING TO BE 20
HF STUD GRADE OR
BETTER a 16" O.C.
EARTH ANCHORS FOR THIS
BUILDING ARE OPTIONAL. IF
REQUIRED BY YOUR LOCAL
MUNICIPALITY, ANCHORS
ARE AVAILABLE AT TUFF
SHED. SEE SALESPERSON
FOR PRICING.
DOUBLE TOP PLATE
HEADERS FOR
OPENINGS UP TO 4'-0'
(2) 2x4 HF N2
OPENINGS 4'-1' TO 8'-0'
SEE DETAIL
#8 x 3" FLAT HEAD
SELF -TAPPING SCREWS
NOTES: SPACED @ 24" O.C.
t. BUIL NG CODE: 2021 IBC AND 2021 IRC
2. DE SSI . L )J1�" APA OR TECO RATED
WRJD 8 E�POSURE: 115C T&G FLOOR DECKING
ROOF LIVE LOAD: 40 PSF
ROOF DEAD LOAD: 10 PSF 2' x SYz' STEEL JOISTS
3. FOR SHEDS WHICH OTHERWISE MEET THE PRESCRIPTIVE 24. O.C. STEEL
JOISTS
REQUIREMENTS OF THE 2021 IBC AND 2021 IRC
37-054)
ALL SHEDS CONSTRUCTED ACCORDING TO STANDARD CONVENTIONAL CONSTRUCTION METHODS#10 x �' HEX
RAILN: HEAD ELF -TAPPING 'I
t
ROOF: SCREWS (2 PER TAB)
ATTACH 7116' OSB SHEATHING TO TRUSSES WITH: VENT HOLES 24" O.C.
6d NAILS @ 6' O.C. AT EDGES
Ed NAILS @112' O.C. IN FIELD OPTIONAL LEVELING
WALLS: BLOCKS
ATTACH 318- SMARTSIDE TO WALL FRAMING WITH:
Sd NAILS @ V O.C. AT EDGES 2" x 5J/Z' STEEL TRACK
6d NAILS 0 12" O.C. IN FIELD EACH END (55OT125-054)
HEADERS:
ATTACH HEADER TO STUD WITH:
(4) 8d TOENAIL OR (4)16d END NAIL
DOUBLED HEADER:
16d @ 16" STAGGERED FACE NAIL
KING STUD
\� 2x4 TOP PLATE
TRIMMER
BASE PLATE
OPENINGS 4'-t' TO 8'-0"
FLOOR DECKING
USE (2) 2x4 HF #2
OPENINGS W-V TO 8'-0'
USE (2) 2x4 LVL
— OPENINGS 4'-1" TO 6-0"FOR
OPENINGS UP TO 8'-0' ON USE (1) 2x6 HF #2
OPENINGS 6'TO 8'-0'
LOAD BEARING SIDE WALLS USE (1) 2x8 LVL
LV
® F�o� �AO l3�Ti U WALLW ILS (@Fo LUA�ll�EA}tIM WALLS
DTdBT#
P.O.#
KEE SAND THE
Customer.
TUFF SHED
Dra—By: SJ
DIGNSE ARE THE
ARETHEPROPERTY
OFTUFF SHED. INC. THESE
es a Stora Buildings & Garages
g g
Dale: 6116/23
DRAWINGSARE FORA
BUILDING TO BE SUPPLIED
Site Address:
TUFF SHED, INC.
Checked BY:
AND IS SHED.
.WY OTHER OTHER USE USE F
Date:
FORBIDDEN BY TUFF SHED
BWItlMg SIiB:,.A,".uwln-reo"r.s¢rr..nr..
6FC 6 THE ENGINEER OF
Scale: N.T.S.
CORD.
KING STUD CRIPPLE STUD
l
TRIMMER STUD L DOUBLE 2x4 HEADER
FOR OPENINGS UP TO 8'-0" WIDE
1. STEEL SHED FOUNDATION:
2' x 5h"-16 GAUGE STEEL TRACKS G140 ZINC COATED
2'. SW-16 GAUGE STEEL JOISTS G140 ZINC COATED @ 24' O.C.
(SUPPLIER: ALLIED STUDCO - JOIST: 550S137-054 / TRACK 550T125-054).
2. Y" APA OR TEGO RATED TONGUE AND GROOVE FLOOR DECKING. 24'
MAX PANEL SPAN. STAGGER PANEL LAYOUT.
3. FASTEN FLOOR DECKING TO JOIST & TRACKS USING #8 x 15" LONG ON.
SELF-DRIWNG SCREWS 0 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 #8 x 3• GALVANIZED SELF -TAPPING SCREWS @ 24" O.C.
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', Wx8"x 16", OR 8"x8"x 16".
BLOCKS UNDER JOISTS SPACED 0 8'4" O.C. MAXIMUM.
BLOCKS UNDER TRACK SPACED Q 4'-W O.C. MAXIMUM.
OHEADER DETAIL FOR NON- SHED BASE DETAIL
f�D BEARING WALLS 4 N A A,.
DRAWINGS BY: TITLE (DRAWING NO
TM .
SHED" INC. PR?R700-01
BUILDING SECTIONS
IN HOUSE DRAFI7NG DEPARTMENT 1777 S. HARRISON STREET SHED BASE DETAILS IREV.LEVEL 0'
DENVER, COLORADO 80210 HEADER FRAMINGOETAILS ISHEE7
(303) 753-TUFF
"®aME •�TME NOTES-202118C&IRC-71C"
slmx_.nxaTHE �sxHunw"eRma. �PAGE 1 OF 1
CRY OF GRAPEVINE
THIS PAGE REL EA SFfjfny ��ly STy)JK71Dy
RELEASE DOES No T UVeV VMW
CONFLICT WITH THE BUILDING CODE OR ZONING
ORDINANCE
CITY APPROVED PLANS TO BE KVT ON THE JOB
SITE AT ALL TIME$.
01/16/2026 4:33:06 PM
BY: KELLY TAFT TSBPE: 1-3971
BDILDNIOTSPPLYT ONSTRU
RELEASE ODES NOT APPLY TO CONSTRUCTIONIN
EASEMENTS OR PUBLIC MWT�Y
ALL CHANGES MUST BE APPROVED.