Plans DEFERRED SPECIAL INSPECTION RE t1 RED 5--RUCTUR44 o E a
r O N ' U
Fire Sprinkler State of Oregon Structural Sp deli/ de 4 QED PROFF , "E
?� S�TNICLbl1J IV 4\ ss E . �, a, mI
Fire Alarm fr DX ', \`) G t N f �O N ° v
Mechanical ❑ Concrete and Reinforcing Steel cc.. �a 26 F� 9 �, �.. .__
�o �
-- r 4 :3 c
Plumbing a o,� ® 0
Botts Installed in Concrete �L/—L—
w �Y®
Electrical v) z�-
❑ Special Moment-Resisting Concrete Frame ?, ��, OREGON o o o = = E
Truss Engineering p ti ,o w a u_ F
Shop Other Drawings 0 Reinforcing Steel &Prestressing Steel Tendons o�F,P W 2vP�Oi�
Other
0 Structural Welding
SUPPORTED R EXPIRES: 6/30/2016 • v
Hsgh-Strength Bolting •
WALL. PROV E 2X vorl
/ BLOCKING A ❑ Structural Masonry "'
— – ? T } REQUIRED Reinforced Gypsum Concrete
6'0" 0 Insulating Concrete Fill
/
I _ . 0 Spray Applied Fire-Resistive Materials tn
0 Pilings, Drilled Piers and Caissons W o -
-"--1EXION GRADE SLAB a0 ❑ Shotcrete Q N
0 >- w „
TYPICAL 10'-0" `� 0 Special Grading,Excavation and Filling Z o z ,S
O
❑ Smoke-Control Systems FOUNDATION PLAN SHEET NOTES: < 0 < = o
dh F,rNQ6r I t 1) f?EFE.7ENCE S1.0 FOR GENERAL W < ¢ v' ca_7
.it,Ahh. `� ]YC 111 STRUCTURAL NOTES. ~ Z x a ~
REVIEWED FOR CODE COMPLIA1NCLr D
TYPICAL 0
Approved: 2) INDICATES NEW WOOD WALL FRAMING u-
EXISTING OTC: [?<I W/2 X 6#2 DOUG FIR-LARCH @ 16"0.C.
OFFICE ;Q 19'-0" Permit#: $i4V -PjIS r co 199
OISTING
METAL ] - TOOL Address: 7c Jo $L k,ww/7 T'K-sL
EXISTING NON- ILDING r) COUNTER Suite #: 3) { i INDICATES EXISTING CMU WALL. FOUNDATION
STRUCTURAL WALL f Date: 'S-S -/S— PLAN
TO BE REMOVED I I By: 6A-1i------ SHEET
■
., =s 4) ,--, INDICATES EXISTING STEEL COLUMN.
/
3.-0" r-6"I ���' 5) \(�� INDICATES EXISTING CONCRETE STEP. o
cs
ii 71 okixt Coz,Ap-AN(.t 0
6) PROVIDE 4"OSB EXTERIOR WALL e cl
('Q` b Rrsovi- SHEATHING W/8d @ 6"O.C. AT EDGES m
-root P.a.) AND 12"O.C. IN FIELD. PROVIDE 2X o
BLOCKING AT ALL PANEL EDGES.
055C SUS. >
7) PROVIDE 2"GYPSUM SHEATHING AT cr_ _
WALL INTERIOR AND e"GYPSUM PROJECT NO.
' SHEATHING AT CEILING. Slot-110
DATE:
8) INDICATES EXISTING WOOD WALL. 4/2/15
FOUNDATION PLAN SHEET BY:
ruu
OSCALE: i" = 1'–O" SHEET:
• OFFICE COPY S2.0
��S,t�Rp U CPTRUOFRqF4 r
E
0 �:31
o
u
���� GINS F�/may Nu� enc
r •- * a.) c
•i-, OREGON ti 0 g o v c E
O� �'F,�� 2\•tip / a
CO CL o z F,E
`�pi w vas'° •
141 a
EXPIRES: 6/30/2016 • s_
/ r (N)JOIST
---I LEVEL 1 PLAN SHEET NOTES:
COILING OVERHEAD DOOR,
SELECTED BY OWNER 1) REFERENCE S1.0 FOR GENERAL U)
STRUCTURAL NOTES. 2
4 S EL 11'-3 4"7 0 •
/ 2) INDICATES NEW WOOD WALL FRAMING 2 >- 0 Y rn
/ BELOW. — N
/ ll Qzp Quo
3) J INDICATES NEW GL 5 i"X 12"BEAM, !Y I- 7
l--r UNLESS NOTED OTHERWISE. 1- p cr o ccE
Z � rn
FRAME WALL AND CEILING N JOIST w n
AROUND EXISTING v '����' Q ~
ELECTRICAL PANEL. '//� 2 X(N)JOIST 1'
LOCATE STUD BELOW EACH /
(N)JOIST 4) INDICATES EXISTING NON-STRUCTURAL
WOOD WALL FRAMING.
DOUBLE JOIST,EACH END. 2 X(N)JOIST
/ I (N)JOIST 5) (N)JOIST INDICATES NEW 14"TJI 560 @ 16"O.C.
JOIST FRAMING. LEVEL 1
(N)JOIST HEADER
PLAN
SHEET
/ 1 1 6) PROVIDE 4"TONGUE AND GROOVE - - - -
1 STURDI FLOOR PLYWOOD ROOF
/ 1 -- ...±N)JOIST
J PROVIDE BARRIER PER SHEATHING W/10d RING SHANK AT 6"
to 1/S6.4 ALONG THESE WALLS O.C. AT EDGE AND 12"O.C.AT
INTERMEDIATE SUPPORTS.
TOP OF ROUGH OPENING c
o
j EL 6'-6" 7) PROVIDE 3 k"WIDE X 14"DEEP SIMPSON Q
OF BA JOIST HANGER AT JOIST AND JOIST a
" - HEADER WHERE REQUIRED. Q
8) TOOL ROOM CEILING HAS BEEN m
4 X 6 HEADER DESIGNED FOR 125 PSF STORAGE LOAD. p°
i
m
9) EL X'-X" INDICATES SPOT ELEVATION, RELATIVE rx
TO EXISTING SLAB ON GRADE. PROJECT NO.
5101-110
DATE:
10) S EL X'-X"
INDICATES TOP OF SHEATHING 4/2/15
LEVEL I PLAN SHEET ELEVATION, RELATIVE TO EXISTING BY:
SLAB ON GRADE. M AI
OSCALE: i" = 1'-0" SHEET:
S2. 1
RUCTUR E
Sj 44 r- u E
���,p P R OFFS � a � g q
3626 c to
o — u c
OREGON ° °'o x c E
6pj W. Pao
EXPIRES: 6/30/2016 •
STUD FRAMING
REF. PLAN ROOF SHEATHING
REF. PLAN
(1) 10d NAIL
OSB WALL SHEATHING JOISTS EACH SIDE (1) 10d NAIL EACH W
REF. PLAN REF. PLAN OF JOIST JOIST FLANGE i'-' oO
v
o:
GYPSUM SHEATHING 2 >— -1 Ic N
REF. PLAN --_ c' CI) O 6
.0' 14"TIMBER STRAND U- Z O Z O
LSL RIM BOARD < 0 § °6
� Q it > Q
W ¢ �_
~ Z rXrn ~
(2)2 X 6 TOP PLATE 0 LLu N.
REF. 3/S6.2 FOR SPLICE 0
LL
"0 THREADED ROD W/ '
STANDARD CUT WASHER
2X6 PRESSURE TREATED
SILL PLATE AND HILT!HIT-HY 200 EPDXY i
@ 4'-0"O.C.
GYPSUM SHEATHING
- EXISTING SLAB REF. PLAN 1 WALL SHEATHING
.07-- ON GRADE i REF. PLAN SILL PLATE!
TOP OF WALL
DETAILS
7( 11111 11 I I I 1 F 1 I 1 STUD FRAMING
REF. PLAN c
111111 0'-6"MlN.
VERIFY IN FIELD
0'-3"TYPICAL ai
m
cl
a
v
c
>
m
re
PROJECT NO.
S101-110
DATE:
4/2/15
8Y:
OM M
SILL PLATE DETAIL TOP OF WALL DETAIL SHEET:
:
. 41110 SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" S6. 1
°° � u E
vOMERMw• \C 'L.'PR Ores� o N o
To.m I " C Y
� cr' rnuc
�G I fY- <- /-� in g u
73626 13 a c
it: r C° .7 o �'
rV',� Nr---.- d—
OREGON ry o, o <
.fJ
9, OREGON
,LO 0 02 < a E
o,F �sER z\ o�� CO� Cl-:
�T W. VPa
EXPIRES: 6/30/2016
w
v)
CO
Wo
(2) 16d @ 8"0.0 2 >- -Iwo
i 3'0" fY z p - o
AT SPLICE DOUBLE TOP PLATES "OSB SHEATHING W/ LL Z ¢
8d @12"O.C. � � R b
16d @16"O.C. Q � � Q
�-2 X 4@ 2'O O.C. (2)#10 X 3"WOOD W 0 Q o c2
4'-0" SCREWS EACH F' Z (X rn
LEG D N.
:'
(2) 16d AT
NIL. 0
LL
1 I EACH 2X4
2 X 4 ALL SIDES
2 X STUDS
REF PLAN. f TOP PLATE
,..........._j
SPLICE
✓�-2X4LEGEACH
3'6" TYPICAL WALL-X-4.-� CORNER
SHEATHING
c
a
a
0
r
vy
0
m
0
rint C3
0
NOTE:SPLICE SHALL OCCUR OVER A STUD
I
a
PROJECT NO.
S101-11p
DATE:
4/2/15
BY:
TOP PLATE SPLICE COUNTER DETAIL SHEET::""µ
SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" S6.2
S�RUCTURq4 N u E
• ����pPROFFs� � o" ccJ
I' I M.Lc
�,� �G 1 N£F /p l' rn<0 a,$
40 3626 10 7 `'� c
m'c
o. ® o
NDw� T®
O� OREGON �ry Z
`� O 4, oo �x E
���FER Z‘' ' ,\
co� a•�j w. NA�
01
EXPIRES: 6/30/2016 • c
i-
N
DBL. TOP R DBL TOP R
CRIPPLE STUDS /(
S Q U7 CC IY N
4 X 6 HEADER
i (4)ROWS OF 16d r —' w n 1 fEjt______7,--
@4"O.C. cC (I) gXrn
(2)ROWS OF 16d — ` LL ~Z z
@ 4"O.C ``____/_ GLULAM Q
ry 0_ § 2 p
REF. PLAN F-- I ? Q
_.. KING STUD —✓ (2)KING STUD I-- D w N-■
O 1_
L
TRIMMER STUD — TRIMMER STUD L
— (2)2 X SILL, WHERE EXISTING
SILL OCCURS ROOF FRAMING
PLAN
— //: — '..''-
-R I I' I
(4) 16 d EACH SIDE __._
c
' �`�
0
7_
U
to
m
Q
I
COUNTER m
•:AT
0
0
m
ce
PROJECT NO.
S101-110
CDTYPICAL HEADER/ SILL DETAIL HEADER DETAIL DATE:
@GLULAM
4/2/15
NOT TO SCALE NOT TO SCALE By:
DMM
SHEET:
S6.3
• SjRUCTUR44 NCO 0 EE
• ���0 P R OFFS N °'°CP
��, �G I N FF O2 v' 4)i i rn c
2 X 4 TOP RAIL 3626 9 9 w o
�� WI(4) 16d NAILS `r` a v 0 d
v��® m
-� ��Z v i-
O OREGON .ry Q, v cD
9°,6),,�cF�'eER 2 yo ��� coo r°O. � °> o
CP7 W. 0* •
2'-0" EXPIRES: 6/30/2016 •
ct
2 X 4 RAIL W/SIMPSON A34
>C
4X4 POST @
4'-0"O.C. 2
W o
0
c') 8 Y CI
__ = o
.1:—o- SIMPSON A34 EACH SIDE OF POST I
LLI Z c r=
AT TOP OF RIM BOARD z N.
0
LL
2'-6"
i� GAURDRAIL
DETAIL
---0
(3) 16d TOENAIL C+ 0
+--
'1_
0
v►
a
Q
m
NOTES: p
1) REF. 2/S6.1 FOR Q
ADDITIONAL INFORMATION. >
m
f cc
' 2) PROVIDE 3"0 CHAIN WITH j"0 THROUGH
BOLT TO POST IN LIEU OF 2 X 4 PROJECT NO.
f RAILS WHERE REQUIRED FOR FORKLIFT S101-110
-j ACCESS. DATE:
4/2/15
BY:
DMM
. 0GAURDRAIL DETAIL SHEET:
SCALE: 1" = V-0" S6.4
GENERAL STRUCTURAL NOTES RECEIVED EV c�ZRUCTOpc y000 0Eo
���pPROFF� „� oMC�
S' dC � mmc
AY 2015 �.S GIN4- /6y N8� Lo8
SAWN LUMBER: GLUED LAMINATED MEMBERS: CI QF -�IGARD _d 73626 E o- m o,
B�j r� �7 a rn��.E2
SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR WESTERN WOOD PRODUCTS GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN�'�A'MI�INS! '� (n a w i m
ASSOCIATION GRADING RULES. LUMBER SHALL BE KILN DRIED AND BE THE SPECIES AND STANDARD A190.1,AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED O OREGON ^ Q, N o 7 °
GRADE NOTED BELOW. LAMINATED TIMBER, OR OTHER CODE-APPROVED DESIGN, MANUFACTURING , mac' ER 2� �� ��� °c°ce a u_ >u
AND/OR QUALITY ASSURANCE PROCEDURES. EACH MEMBER SHALL BEAR AN AITC
USE SPECIES/GRADE Fb(PSI) OR APA-EWS IDENTIFICATION MARK OR BE ACCOMPANIED BY A CERTIFICATE OF j W vA\
CONFORMANCE. ONE COAT OF END SEALER SHALL BE APPLIED IMMEDIATELY 41 d
DIM. LUMBER 2"TO 4"THICK DOUGLAS FIR-LARCH NO. 2 900 AFTER TRIMMING IN EITHER SHOP OR FIELD. BEAMS SHALL BE WESTERN SPECIES EXPIRES: 6/30/201 6 •
BEAMS 5"X 5"AND GREATER DOUGLAS FIR-LARCH NO 1 1350 INDUSTRIAL(HIDDEN)APPEARANCE CLASSIFICATION, AND OF THE STRENGTH c.)
POSTS DOUGLAS F1R-LARCH 1200 INDICATED BELOW • le4,4 D
cn
All LUMBER IN CONTACT WITH CONCRETE OR SOIL SHALL BE PRESSURE TREATED, UNLESS AN APPROVED MOISTURE COMBINATION SYMBOL USE FLEXURAL MODULUS OF HORIZONTAL SHEAR
BARRIER IS PROVIDED. FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON (SPECIES) STRESS, Fb(PSI) ELASTICITY(PSI) STRESS, Fv(PSI)
STRONG TIE(OR APPROVED EQUAL)AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS. ALL NAIL HOLES SHALL BE
FILLED WITH STRUCTURAL FASTENERS, UNLESS NOTED OTHERWISE NOTED ON THE DRAWINGS AND FASTENERS SHALL 24F-V4(DF/DF) SIMPLE 2,400 1,800,000 240
BE INSTALLED FOLLOWING ALL MANUFACTURERS REQUIREMENTS. IF A SUBSTITUTION IS MADE,A DOCUMENT SHALL BE
SUBMITTED TO THE ENGINEER FOR APPROVAL OUTLINING THE FRAMING ACCESSORIES BEING REPLACED AND THE 07
SUBSTITUTED FRAMING ACCESSORIES. ALLOWABLE LOADS FOR THE SIMPSON ACCESSORIES SHALL BE TABULATED GLULAM HANGERS NOT SHOWN SHALL BE SIMPSON GLT OR AS APPROVED BY SER.
ALONG WITH ALLOWABLE LOADS FOR THE SUBSTITUTED ACCESSORIES, WHICH CLEARLY INDICATE THE SUBSTITUTED ADHESIVE SHALL BE WET-USE EXTERIOR WATERPROOF GLUE. W •
ACCESSORIES HAVING AN EQUAL OR GREATER CAPACITY. HANGERS NOT SHOWN SHALL BE SIMPSON U-TYPE OR FIELD NOTCHING AND BORING OF BEAMS NOT ALLOWED UNLESS APPROVED BY SER. }- 0 tI)
B-TYPE OF SIZE RECOMMENDED FOR THE MEMBER. F ' � o Y rn
ALL FRAMING NAILS SHALL BE OF THE SIZE AND NUMBER INDICATED ON THE DRAWINGS AND CONFORM TO ASTM F 1667, PREMANUFACTURED WOOD JOISTS: 8 N a)
"STANDARD SPECIFICATION OF DRIVEN FASTENERS"NAILS, SPIKES,AND STAPLES AND NER-272"POWER-DRIVEN LL Z z O
STAPLES AND NAILS FOR USE IN ALL TYPES OF BUILDING CONSTRUCTION."NAILS SHALL BE IDENTIFIED BY LABELS PREMANUFACTURED WOOD JOISTS SHALL BE OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS, MANUFACTURED Q 0 s< _ -
(ATTACHED TO THEIR CONTAINERS) THAT SHOW THEIR MANUFACTURE'S NAME AND NES REPORT NUMBER, NAIL SHANK BY TRUS-JOIST, OR AN APPROVED EQUAL, CONFORMING TO APA EWS STANDARD PRI-400, PERFORMANCE C" I w cr
DIAMETER, AND LENGTH SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO FRAMING. NAILING NOT SHOWN SHALL BE STANDARD FOR APA EWS I-JOISTS. ALTERNATES WILL BE CONSIDERED, PROVIDED THE ALTERNATE IS ICC W < Q ° rn
AS INDICATED ON OSSC TABLE 2304 9.1 OR NER-272. THE FOLLOWING NAIL SIZES SHALL BE USED: APPROVED, IS COMPATIBLE WITH THE LOAD CAPACITY, DIMENSIONAL,AND FIRE RATING REQUIREMENTS OF THE }- 0 Q ° H
PROJECT,AND HAS LVL FLANGES. PROVIDE BRIDGING IN CONFORMANCE WITH THE MANUFACTURER'S Z fX °r'
NAIL TYPE SHANK DIAMETER MINIMUM PENETRATION INTO RECOMMENDATIONS. 0
(IN) FRAMING MEMBER(IN.) U_
6d 0 113 1.25
8d 0 131 1.5 ENGINEERED COMPOSITE LUMBER:
10d 0.148 1.625
12d 0.148 1.625 ENGINEERED COMPOSITE WOOD PRODUCTS SUCH AS LAMINATED VENEER LUMBER(MICROLAM), PARALLEL
16d 0.148 1.625 STRAND LUMBER(PARALLAM)AND LAMINATED STRAND LUMBER(TIMBERSTRAND)SHALL BE OF THE SIZE AND TYPE
SHOWN ON THE DRAWINGS, MANUFACTURED BY TRUS-JOIST OR AN APPROVED EQUAL. MEMBERS SHALL HAVE
THE FOLLOWING MINIMUM DESIGN PROPERTIES: GENERAL
WOOD STRUCTURAL PANELS: STRUCTURAL
NOTES
WOOD STRUCTURAL PANELS SHALL CONFORM TO THE REQUIREMENTS OF"U.S. PRODUCT STANDARD PS 1 FOR COMPOSITE LUMBER TYPE MODULUS OF ELASTICITY(PSI) ALLOWABLE FLEXURE STRESS(PSI)
CONSTRUCTION AND INDUSTRIAL PLYWOOD", "U.S. PRODUCT STANDARD PS 2 PERFORMANCE STANDARD FOR PSL 2,000,000 2,900
WOOD-BASED STRUCTURAL-USE PANELS",OR"APA PRP-108 PERFORMANCE STANDARDS". UNLESS NOTED, PANELS LVL 1,900,000 2,600
SHALL BE APA RATED SHEATHING, EXPOSURE 1, OF THE THICKNESS AND SPAN RATING SHOWN ON THE DRAWINGS. LSL 1,500,000 2,250
WOOD STRUCTURAL PANES INSTALLATION SHALL BE IN CONFORMANCE WITH APA RECOMMENDATIONS.ALLOW i" FLEXURAL STRESS NOTED ABOVE ARE FOR A 12-INCH MEMBER. DEEPER MEMBERS SHALL BE o
SPACING AT PANEL ENDS AND EDGES, UNLESS OTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER. DESIGNED FOR REDUCED STRESSES PER THE MANUFACTURERS REQUIREMENTS. p
u
ALL ROOF SHEATHING AND SUB-FLOORING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, o
EXCEPT AS INDICATES ON THE DRAWINGS. ROOF SHEATHING SHALL EITHER BE BLOCKED, TONGUE-AND-GROOVE, OR CONCRETE ACCESSORIES: o
HAVE EDGES SUPPORTED BY PLYCLIPS. WHEN ROOF SHEATHING IS NAILED DIRECTLY TO BLOCKING, THE BLOCKING o
SHALL BE NAILED TO SUPPORT MEMBERS WITH A MINIMUM OF 16d NAILS AT 4"O.C. SUB-FLOORING SHEATHING SHALL EXPANSION BOLTS SHALL BE HILT!KWIK BOLT 72, SIMPSON STRONG-BOLT, OR APPROVED WITH EQUAL ICC i
BE UNBLOCKED, EXCEPT AS INDICATED ON DRAWINGS. SUB-FLOOR PANELS SHALL BE FIELD GLUED TO THE FRAMING ALOWABLE TENSION AND SHEAR VALUES. EXPANSION BOLTS SHALL BE INSTALLED IN STRICT CONFORMANCE 0
USING ADHESIVES MEETING APA SPECIFICATION AFG-01 OR ASTM D3498. TONGUE AND GROOVE PANELS SHALL ALSO WITH MANUFACTURER'S RECOMMENDATIONS. DO NOT CUT REINFORCING IN NEW OR EXISTING CONCRETE i '
BE GLUED AT THE T&G JOINT. SHEAR WALL SHEATHING SHALL BE INDATLLED EITHER HORIZONTALLY OR VERTICALLY DURING INSTALLATION. a
cc
AND BE BLOCKED WITH 2X FRAMING AT ALL PANEL EDGES. NAILING NOT SHOWN SHALL BE AS INDICATED ON 2014 OSSC
TABLE 2304.9.1. ALL NAILS SHALL BE COMMON NAILS EXCEPT USE RING SHANK FOR ROOF SHEATHING. EPDXY ADHESIVE SHALL BE HILTI HIT-HY 200 OR APPROVED WITH EQUAL ICC ALLOWABLE TENSION AND SHEAR PROJECT NO.
VALUES. EPDXY ADHESIVE SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S 5101-110
RECOMMENDATIONS. DO NO T CUT REINFORCING IN NEW OR EXISTING CONCRETE DURING INSTALLATION. DATE:
4/2/15
BY:
DMM
SHEET:
_ S1 . 1