Plans (2) 0 SHEATHING SCHEDULE: MONTAGE BLDG #5
Roof Sheathing: 1/2" plywood (32/16) or APA rated sheathing
(Oriented strand board (OSB) or plywood okay)
With 8d corn nails at 6" o/c all panel edges
And 8d corn nails at 12" o/c field.
(Edges may be unblocked for shear) (240/180)
LATERAL DRAWINGS
Floor Sheathing: 3/4" plywood (48/24) or APA rated sheathing MONTAGE RO W H O U S E S
With 10d corn nails at 6" o/c all panel edges
And 10d corn nails at 10" o/c field. Tigard, Oregon
(Edges may be unblocked for shear) (285/215)
Bayard Mentrum - Architect
Exterior Walls: . 1/2" plywood (32/16) or APA rated sheathing (See Note below)
(Typical) With 8d corn nails at 6" o/c all panel edges
And 8d corn nails at 12" o/c field.
All edges must be blocked. (260/365)
Special Walls: 1/2" plywood (32/16) or APA rated sheathing
(Type A) With 8d corn nails at 4" o/c all panel edges
And 8d corn nails at 12" o/c field.
All edges must be blocked. (380/530) DESIGN LOADS:
Special Walls: 1/2" plywood (32/16) or APA rated sheathing
(Type B) With 8d corn nails at 3" o/c all panel edges Wind: 95 mph Exposure B (ASCE-7)
And 8d corn nails at 12" o/c field. Seismic: Ss = 0.85
All edges must be blocked. (490/685)
Seismic Design Category D1
Party Walls: (2) layers of 5/8" type-x gypsum wallboard each side.
Base Ply: 6d cooler nails at 9" o/c. 5Tao/a.— /`/4/ �l U TU
Face Ply: 8d cooler nails at 7" o/c. y 5
Block ALL panel edges. 500) N(,STaty/a`—CV / ��`� i �f�iS,t%- 0,0 0/7 14.,,.174;4. ., %Po ;50,-...
IBP Walls: 1/2" (min) gypsum wallboard both sides with N(S I o2v/°� e '
6d cooler nails at 7" o/c at all studs , plates and blocks. al d2— D�/ , �-•
z:lY? 1q
Anchor Bolts: P.T. 2x6 (min) sill plates with 5/8" dia X 12"Anchor Bolts at 48" o/c.
(Typical) Provide plate washers between nut and sill plate: PL 1/4" x 3" square.
Anchor Bolts: P.T. 2x6 (min) sill plates with 5/8" dia X 12"Anchor Bolts at 32" o/c. 1 1 XPlRES: 2 3 t-
(Special) Provide plate washers between nut and sill plate: PL 1/4" x 3" square. J • I
Job No. 6090
Hurricane Ties: Connect p truss or rafter to each support TIM COVERT P.E. STRUCTURAL ENGINEER
with (1) Simpson "H--3" or"H-2.5"tie.
1750 SW Skyline Blvd Rm 221
Note: Wall sheathing must be installed "continuously" (above and below all openings), typical. Portland, Oregon 97221 Phone:(503) 228-0426 S I
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l` installed...above
Provide double studs at each strap and "HTT4" hold-down. J
and below all
k 7 ° .
4 openings, typical.
Q = Simpson "HDQ8-SDS3" hold-down w/
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mr, 1/2" plywood one
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and below all
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• Tim Covert P.E. I`��'S �V f—{ ,STl'Z,t�P OEcK- Tv
Structural Engineer - "AST-3-7
1750 SW Skyline Blvd #221 V�l� w/
Portland, Oregon 97221 FIRST S 2
g T FLOOR SHEAR WALL PLAN .
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=r_
side continuously 1/2 plywood one
Provide double studs at each strap and "HTT4" hold-down. 3i.4
installed...above
and below all
Q = Simpson "HDQ8-SDS3" hold-down w/ P r.:_ openings, typical.
Simpson "SSTB28" anchor bolt. r
Provide 4x6 end studs at all "HDQ8-SDS3" hold-downs.
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eL , _ I RENEWS 12-31- X2013
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Tim Covert P.E.
Structural Engineer SECOND FLOOR SHEAR WALL PLAN :
1750 SW Skyline Blvd #221 s3
Portland, Oregon 97221
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HOLD-DOWNS: Q = Simpson "HTT4" hold-down w/ - k TAP.
Simpson "SSTB16L" anchor bolt.
j - 1/2" plywood one
Provide double studs at each strap and "HTT4" hold-down. —� `$ side continuously
Q = _" installed...above
0 = "HDQ8-SDS3" 3 =: =y` and below all
Simpson 3" hold-down w/ t' openings, typical.
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$ ;_ RENEWS 12-31- ?AI3
-
Tim Covert P.E. THIRD FLOOR SHEAR WALL PLAN : •
Structural Engineer
1750 SW Skyline Blvd #221 -
Portland, Oregon 97221 side plywood one
side continuously
installed...above
" and below all
1 openings, typical.
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RENEWS 12-31- 24133,
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1750 SW Skyline Blvd #221 C OREGON
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RENEWS 12-31- 2013
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1750 SW Skyline Blvd #221 rl OREGON
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RENEWS 12-31- ZOl3
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Structural Engineer �7
OREGON
1750 SW Skyline Blvd #221 PT w AL L S7
Portland, Oregon 97221 Y Ti41 covE�'
RENEWS 12-31- 2013
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Structural Engineer <
1750 SW Skyline Blvd #221 OREGON
Portland, Oregon 97221 S 8
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RENEWS 12-31- 2013
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Structural Engineer CT
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1750 SW Skyline Blvd #221 OREGON
Portland, Oregon 97221Y==.��'' S 9
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RENEWS 12-31- 2043
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Tim Covert P.E. ��� C��
Structural Engineer . OREGON • •
1750 SW Skyline Blvd #221 k>==.�9' 4 -
Portland, Oregon 97221 1/1 cot
RENEWS 12-31- 2013 S 1 0
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Note: Ripped 2x10 plates 3/¢"FL?000D_
must be CONTINUOUS for
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length of stair opening. I.SP�I(,�f 8 "Ole—6" minimum Rte- �+{- SLD� -
Extend 6 �j
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Lap 12" minimum w! CC) 2x( 0 Cool: I
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Tim Covert P 19381
Structural Engineer mac-==-
1750 SW Skyline Blvd #221 oRECa4
Portland, Oregon 97221
tat c°vER\ S 11
RENEWS 12-31-2.013
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( V2y
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Structural Engineer s� �������
. 1750 SW Skyline Blvd #221 °�Y:1,1oh1
Portland, Oregon 97221 T/M COVER6 scoGyxI (_.e - S 12
RENEWS 12-31-2.013
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Tie deck to house 24 6,
using Simpson 2'(-6,
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inside and outside. _._. _-4
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Structural Engineer �� ot� , 4
1750 SW Skyline Blvd #221 S,S" ZO `� I . ( _ • I
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RENEWS 12-31- ,7013
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Tim Covert P.E. ��
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Portland, Oregon 97221 l% COVER I 5
RENEWS 12-31- 213
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Structural Engineer rt s'S- Zp I ' ( _ j 1 OREGON ( r r, S cr `
1750 SW Skyline Blvd #221 _ (- °��2:. SST132 F 6
Portland, Oregon 97221 . - I I 1 1 jai co��R� c_ r S 1
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RENEWS 12-31- 2013
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RENEKS 12-31- 2.0(3
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FIRST FLOOR SHEAR WALL PLAN : FOUNDATION PLAN : (LATERAL)
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4-}OLD — floW,.i LoGAT(orJS
. A s,5 -- j : FOOTING SCHEDULE: Capacities based on 1500 psf
f/S"P1-`((A,SQpd
cc A 3'- 0" square x 12" thick 13,500 lbs.
2,x 6 5-rJbJ ca 1 (D Old . with (3) #4 each way at 5" clear of bottom.
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��a" A - 13 OL—TS• Materials: Concrete 3000 psi at 28 days *
�,�, Slump (ftg) 3" to 5"
_.s. �`si---6 -- \v Portland Cement C-150
I • �-� 5-1/2 sacks per cubic yard
(Z) 4` Aggregates per C-33
'fop OF WALL, 3/4" maximum aggregate size
`� S`�` �. Water per C-94
n --14 Concrete Temperature 50-90 F
#e{-1. V z-s t. It Air Entrained 5-7%
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N L K ,/. x f 11/1 !N- Note: The concrete supplier shall assume full responsibility for the mix design and the
i . \.N.■. overall performance of the concrete.
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% Rebar ASTM A615 Grade 40
` h 4I Z Corner Bars Provide #4 x 24" 24" corner bars at all
a ( ).44 continuous bars at all corners and intersections.
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-- §RAV EL- ti,' •0 BCE- - Concrete Slab-ob-Grade: 4" concrete slab-on-grade with 6x6 - 10/10 w.w.f.
__.%,, 4N------ set at 1-1/2" clear top of slab, over 6 mil vapor barrier
V / over 6" minimum gravel base over firm, original subgrade.
• Note: Vapor barrier not required under garage.
* Note: The design of the foundations was performed using f'c = 2500 psi.
tt �l l� 3000 psi is required. Special Inspection is not required.
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_ Tim Covert P.E. �f/9381 l
Structural Engineer �'
1750 SW Skyline Blvd #221 Note: See Shear Wall Plans and Sheathing Schedule OREGON
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- Portland, Oregon 97221 for Anchor Bolt spacing.
tai covER6 S18
RENEWS 12-31— 2013
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Note: See Shear Wall Plans and Sheathing Schedule �>22.,9,'
for Anchor Bolt spacing. roc+ co,6.0 S 1 9
RENEWS 12-31-2013
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Tim Covert P.E. °/9381
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1750 SW Skyline Blvd #221 t o tt ...c..--2.___.
OREGON
Portland, Oregon 97221 °�>25.,911
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RENEWS 12-31-i0t3
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Tim Covert P.E. ��� ��� g•/9381
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Structural Engineer
1750 SW Skyline Blvd #221 oRECON (Gpr.Yr' P(' )
- Portland, Oregon 97221 S2 1
114 cov,RENEKS 12-31-Zdt3
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SHEATHING SCHEDULE: MONTAGE BLDG #5
Roof Sheathinq: 1/2" plywood (32/16) or APA rated sheathing 1 co - -r �p FDOT!+�1 g 5ec�.ot :
(Oriented strand board (OSB) or plywood okay)
With 8d corn nails at 6" o/c all panel edges
And 8d corn nails at 12" o/c field.
(Edges may be unblocked for shear) (240/180)
1 4T. 6 x ' pRS�
Floor Sheathing: 3/4" plywood (48/24) or APA rated sheathing
With 10d corn nails at 6" o/c all panel edges Sl M PSat I
And 10d corn nails at 10" o/c field. «GG (` I
(Edges may be unblocked for shear) (285/215) I
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Exterior Walls: 1/2" plywood (32/16) or APA rated sheathing (See Note below) E-CG(r
(Typical) With 8d corn nails at 6" o/c all panel edges CN our) I GoLUN( � a�S�-
And 8d corn nails at 12" o/c field. J I O 4 CEN-fZ OF
All edges must be blocked. (260/365) O
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Special Walls: 1/2" plywood (32/16) or APA rated sheathing -
(Type A) With 8d corn nails at 4" o/c all panel edges ( I _
And 8d corn nails at 12" o/c field. r ( �
All edges must be blocked. (380/530) 11 +--t `�
Special Walls: 1/2" plywood (32/16) or APA rated sheathing 4. c. () #-3 GL-4500'
� `�' `CTaSeToP. `
` (Type B) With 8d corn nails at 3" o/c all panel edges - -r..�, �, �¢ ,
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And 8d corn nails at 12" o/c field. ,;t'�% �'F�z .r Ucf�-�S _ , ,
All edges must be blocked. ( ) J P •r _
490/685 TI,,,,,) ' `' _ <•
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Party Walls: (2) layers of 5/8" type-x gypsum wallboard each side. � `' '�' 9331 4611.:::-.. /,■ ` �,
Base Ply: 6d cooler nails at 9" o/c. Z c
Face Ply: 8d cooler nails at 7" o/c. \``r"
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Block ALL panel edges. (Coo)
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IBP Walls: 1/2" (min) gypsum wallboard both sides with (3) ¢ A
6d cooler nails at 7" o/c at all studs , plates and blocks. wA(
e 5 ‘c L.F_A(2-,
Anchor Bolts: P.T. 2x6 (min) sill plates with 5/8" dia X 12"Anchor Bolts at 48" o/c. a &arroM (2 ( (2`f rat(
(Typical) Provide plate washers between nut and sill plate: PL 1/4" x 3" square. (YQtcot-
Anchor Bolts: P.T. 2x6 (min) sill plates with 5/8" dia X 12"Anchor Bolts at 32" o/c. 2i t 04 t G1-I cJAy.
_ ._ (Special) Provide plate washers between nut and sill plate: PL 1/4" x 3" square. ,,W
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Hurricane Ties: Connect each truss or rafter to each support
with (1) Simpson "H-3" or "H-2.5" tie.
Note: Wall sheathing must be installed "continuously" (above and below all openings), typical.
S22
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