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CONSULTING
ENGINEERS PACIFIC NORTHWEST ENGINEERING INC.
January 26, 2009
#07-752
Brandv Smith
6721 N. Parkside Lane
Tacoma, WA 98407
Re: (Allowable Option for Wedge Anchor)
Plan Number: Smith Custom
Site: F. 4220 SR 302
B air. WA
el r,
Mr. Smith,
Pacific Northwest Engineering Inc. (PNE)has reviewed the request to use a Simpson
Wedge-All in lieu of the plan specified epoxy embed for the 5/8" anchor used with the
1 41) ;tj
5 at the revised storage opening. PNE has determined that the Simpson 5/8** Wedge-
All is adequate for the design loading provided it has a minimum of 5-1/2" embedment
into the concrete.
c
4V1
Luke W. Moerke, P.E.
Paciric Northwest Engineering, Inc. All
Ah, -,vt"ONAX
Pacific Abrthwest Engineering Inc.
4924 109"' St, SW; Suite C
Lakewood, WA 98499-3773
Phone (253) 682-2850 Fax (253) 682-2851
.........................
PACLIENTS IBC 2006\NHD 20061SMITH CUSTOM(tar)\REVISION FOLDERXREV#4 Wedge Anchor.doc
02/03/2009 00: 44 253-858-2944 RAINIER COLLISION PAGE 01/02
ENG/VEERS PACIFIC NORTHWEST ENGINEERING INC.
1.
F'N G:L r ni•F I a r ru ;
January 29. 2009 �
#07-752
Brandy Smith
6721 N. Parkside Lane
Tacom a. WA 98407 �
Re: RF1-(Required members at panel edges)
Plan, Nurinbcr: Smith Custom
Site: E. 4220 SR 302
Belfair, WA
Mr. Smith.
Pacific Northwest Engineering Inc. (PNE) has reviewed the request for ini i-rnation
regarding required 2x nominal members at shear wall edges on SW 1 and S W2 shear
walls. Per Our shear wail schedule found on S-0, SW 1 and SW2 walls require only a
single 2x nominal member at adjoining panel sedges. A copy of the shear wall schedule is f
attached for convenieTIce.
Sincerely,
Luke W. Moerke, P.E.
Pacific Northwest Engineering, Inc-
Pacific Northwest Engineering Inc.
4924 10e St. SW; Suite C
Lakewood, WA 98499-3773
Phone(253) 682-265O Fox{253)882-2851
P"\Cl IFNTA IRr 7rdmi1 mn grwimgMITH P1rCTrlAAn�.nw�►nC�lwl�n neonc .«�C►nrra. r.._-- '-_
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02/03/2009 00:44 253-858-2944 RAINIER COLLISION PAGE 02/02
SHEAR WALL / ANCHOR SCHEDULE
APA Rated Stud & 2x Bottom Plate Sit Plate Attachment
Nail Size & SpacingBlockin Size Rim Joist Or Attachment
Black Connection
Lobel Sheathing g! Edges ® Adjoining Noun To Wood Anchor Bolt To Shc Plate Size Cop�ty
(1) (2(15)) {14) (4) (5) Edges To Top
P Plate Below concrete Below ®Foundation ( )
(3) (6) (16) O (8) (9) (10) (12) {17) (11) (13) (18} a&kWn1o/lrtidI
5W1 (e'OSB One Side 8d 0 6" O.C. 2x 1641 ® 4" O.C_ 16d ® 6" O.C. " ® 48" O.C. 2x 240/335
5W2 3 i"OSB One Side 8d ® 4" O.C. 2x LTP4 Q 32"OC 16d 0 4" O.C. " ® 32" O.C. 2x 350/440
. SW3 3fi7OSS One Slide 8d ® 3" O.C. 3x LTP4 ® 12"OC (2)ROWS 16d 0 8" O.C. 4` ® 24" O.C. 3x 450/630
SW4 %fs osa one Sloe 8d ® 2" O.C. 3x LTP4 4 8"OC (2)ROWS 16d o 4' O.C.
® 16" O.C. 3x 5fi0/820
SW6 3f470sa eoth sldea 8d ® 3" O.C. 3x LTP4 0 6'OC 16d 6 e oC
L1P5 0 IV oc 0 12' O.C. 3x 900/1260
Required Notes
(1) Install panels either horizontally or vertically
(2) Where sheathing is applied on both sides of wall, panel edge joints an 2x framing shah be staggered so that joints on the
opposite sides ore not located on the same studs.
(3) Blocking is required at all panel edges
(4) Provide shear wall sheathing and naling for the entire length of the walls indicated an the peons. Ends of full height walls are
designated by exterior of the building, corridors, windows, or doorways or as designated on the plans. See plans for holdown
requirements. (Alternate note: walls designated as perforated shearwalls require sheathing above and below all openings.
(5) Sheathing edge nailing is required at all holdown posts. Edge nailing may also be required to such stud used in built-up holdown
hosts. Refer to the holdown details for additional information.
(6) Intermediate framing to be with 2x minimum members. Field nailing 12` o.c.
(7) Based on 0.131xl-1/2" long ngils used to attach framing clips directly to framing. Use 0.13lx2-1/2" nails where installed over
sheathin . Use A35 or RBC clips in lieu of LTP's for roof blocking to top plate.
{S 16d ® 4' O.C. typ unless noted otherwise
'(9) Where plate attachments specifies (2) rows of nails, provide double joist, rim or equal. Attach per details.
(10) Anchor bolts shall be provided with steel plate washers 1/4"x3'X3`. Embed anchor bolts minimum 7" into the concrete.
(11) Pressure treated materials can cause excessive corrosion in the fasteners. Provide hot—diaoed galvanized (eleetro plating is not
acce table) nails and connector plates (framing angles, eet. for ail connectors in contact with pressure treated framing members.
12 See detail on details page for Simpson MAS/MASP anchor bolt option.
(13) When using 3x plates framing shall be nailed using 4"x .148' 20d box nails.
Alternate Notes
(14) 1%* plywood sheathing may be used in place of the 3(e" OSB sheathing provided that all studs are spaced max. 16" O.C.
(15) Where wood sheathing (W) is applied over gypsum sheathing (G) contact the engineer of record for alternate nailing requirments.
(16) At adjoining panel edges, (2) 2x studs nailed together my be used in place of a single 3X stud. Double 2x studs may be
connected together by nailing the studs together with 3" long nails of the some spacing and diameter as the plate nailing.
(17) Contact the engineer of record for adhesive or expansion bolt alternatives to cast in place anchor bolts. (special inspeclon may
be required
(18) Double 2x plates may be used in lieu of a single 3x sill plate provided naling is staggered between the two plates.
HOLD DOWN SCHEDULE
Fasteners
Simpson Product
Sabel Model Number Anchor Belts
(1) (2) (3) Nailing Screws (4)
(1)* STH014/STHDI4RJ (2) STUDS W/ (38) 16d -
(1)+• HDU5 _ (2) STUDS W/ SOS SCREWS W ATR W/ 8" EPDXY EMBED
(2) MST37 STRAP (2) STUDS W/ (22) 16d -
(3) MST48 STRAP (2) STUDS W/ (34) 16d
(4) HDQ8-SDS - (2) STUDS W/ SDS SCREWS 36"e ATR W/ 12" EPDXY EMBED
(5) HHDQ14-SDS - 4x6 POST W/ SDS SCREWS 1"0 ATR W/ 14- EPDXY EMBED
(6) MSTC6683 STRAP 4x4 POST W/ (3$) 10d
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