Plans (126) OFFICE COPY
az;DESIGN STANDARD STRUCTURAL WOOD PANEL SHEATHING 10) P6�8R s. q< s.
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20I 4 OREGON STRUCTURAL SPECIALTY CODE(O5SC) I. STRUCTURAL PANEL MATERIAL: Sa�,yGINE `rho Itlil
A. GRADE: C-D.U.N.O. .• `Se 17618�' o,`
DESIGN CRITERIA FOR.NEW CONSTRUCTION,U.N.O. B. MANUFACTURE WITH EXTERIOR GLUE ACCORDING TO UNITED I `
STATES PRODUCT STANDARD PS I-83/ANSI A195.1. ) n ;;g
G. BEAR THE AMERICAN PLYWOOD ASSOCIATION(APA)TRADEMARK. v ''Y1 - 2 z%
I. BUILDING CATEGORY: II g$
- 2. BUILDING HEIGHT: 22 FT 2. STRUCTURAL PANEL LAYOUT AND INSTALLATION: `4.17.%-'r ir,D.a 2 E
3. FLOOR LIVE LOADS: A. LAY OUT SHEATHING WITH END JOINTS STAGGERED, z
TYP FLOORS 40 PSF U.N.O. SEE DRAWINGS FOR SPECIFIC PANEL LAYOUT PATTERNS. z
4. ROOF SNOW LOADS: B. LAY OUT SHEATHING TO ELIMINATE WIDTHS LESS THAN 1`-0"AT EXPIRES: 6-30-2020 W
D z
ROOF 25 PSF MINIMUM ROOFS,OR LESS THAN 2'-0"AT FLOORS,UNLESS ALL EDGES w Ig 3
SNOW BUILD-UP PER ASCE 7,CH.7 OF UNDERSIZED PIECES ARE SUPPORTED BY BLOCKING. j ""` 0- - w
C. PROVIDE PANEL SPACINGS ACCORDING TO APA Iw W
GENERAL RECOMMENDATIONS.
DI
I
I. SPECIFICATIONS AND CODES REFERENCED IN THESE NOTES ARE THE WOOD CONNECTIONS I, ( �� Fall
VERSIONS MOST RECENTLY ADOPTED BY THE PERMITTING AUTHORITY. p
2. VERIFY DIMENSIONS AND ELEVATIONS RELATIVE TO THE EXISTING I I. FRAMING CONNECTORS: e . p ''sL• t ?�h
STRUCTURE PRIOR TO FABRICATION OF MATERIALS. A. SIMPSON STRONG-TIE OR APPROVED. '(4° '`
3. FOR FEATURES OF CONSTRUCTION NOT FULLY SHOWN,PROVIDE THE B. FILL ALL HOLES WITH FASTENERS AS SPECIFIED BY THE CONNEC b a'q j
SAME TYPE AND CHARACTER AS SHOWN FOR SIMILAR CONDITIONS, MANUFACTURER,U.N.O.
SUBJECT TO REVIEW BY THE STRUCTURAL ENGINEER OF RECORD. C. MATERIAL FINISH:G90 ZINC GALVANIZING
il
4. APPLY,PLACE,ERECT OR INSTALL ALL PRODUCTS AND MATERIALS D. WHERE HANGER TYPE 15 CALLED OUT ON DRAWINGS WITHOUT A SPECIFIC
IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. SIZE,PROVIDE HANGER SIZE THAT 15 TYPICALLY USED FOR THAT SIZE MEMBER Q
5. THE STRUCTURE 15 SHOWN ON THE DRAWINGS IN THE FINAL,PERMANENTZ
CONDITION. TEMPORARY SHORING AND BRACING OF THE STRUCTURE (I•E.,USE A U2 1 O HANGER FOR 2X 1 O JOISTS)
2. PROVIDE COMMON WIRE NAILS,OR EQUIVALENT DIAMETER AND LENGTH. 0
DURING INTERMEDIATE CONSTRUCTION STEPS IS THE RESPONSIBILITY OF 3. PROVIDE HOT DIPPED GALVANIZED FINISH OR STAINLESS STEEL MATERIAL FOR ALL
THE CONTRACTOR. FASTENERS AND CONNECTORS(INCLUDING BUT NOT LIMITED TO ANCHOR BOLTS, 93G. THE STRUCTURAL ENGINEER OF RECORD HAS NO AUTHORITY OR EXPANSION ANCHORS,THREADED RODS, NAILS,SCREWS,BOLTS AND LAG BOLTS) OL J z m
RESPONSIBNTY FOR JOB SITE SAFETY. PROVIDING A SAFE WORK IN CONTACT WITH PRESSURE TREATED LUMBER, 0 LLJ chC
ENVIRONMENT IS THE CONTRACTOR'S RESPONSIBILITY. 4. INSTALL PROPRIATARY FASTENERS(SDS SCREWS BY SIMPSON STRONG-TIE,ETC) Q c 3 o
ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. H O
FRAMING LUMBER V {Mw,� p m
I. GRADE LUMBER ACCORDING TO RULES OF WEST COAST LUMBER
INSPECTION BUREAU(WCLIB). CITY MIG A RD
2. LUMBER SPECIES: CITY i OP 1 Al Tti \il T �T
A. TYPICAL,U.N.O.: DOUGLAS FIR-LARCH(DFL) REVIEWED FOR CODE COMPLIANCE
B. PRESSURE TREATED: DOUGLAS FIR-LARCH ,:
3. LUMBER GRADES: _ a"-,
SIZE CLASSIFICATION GRADE Approved: `"
A. 2X MEMBERS,TYP UNLESS NOTED OTHERWISE: NO. 2 OTC: I( R
B. 4X$6X MEMBERS,TYP UNLESS NOTED OTHERWISE: NO. I ` hi
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4. MAXIMUM MOISTURE CONTENT: 15%AT 3X OR LESS(LEAST DIMENSIONS) Permit#: mc-, a01b-- b0Z-o(. ID - g
MEMBERS.
5. PLATES AND LEDGERS IN CONTACT WITH CONCRETE OR MASONRY: Address: "14.0 SW V) - S-- SSHErIDLE
A. PRESSURE TREAT ACCORDING TO AWPA STANDARD U I,USE CATEGORY 2.
G. SEE SCHEDULES AND DRAWINGS FOR NAILING REQUIREMENTS. Suite STRUCTURAL
: .�►"�� NOTES
. By: MADate: 9/�� ($
111 w
SCALES NOTED ON DRAWINGS ARE FOR `I.1
1 P%17'SHEET.SCALE ACCORDINGLY J
FOR DIFFERENT SIZE SHEET.
PVCTU9
4C 1,131 PROp8J'q< o g m"$8
TYPICAL NAIL*CONNECTION SCHEDULE ..$p �,INE4,s'4
H' 1791!
ASSEMBLY FASTENERS LOCATION NOTES ' ` 1 3
STUD TO TOP PLATE 2- I Gd END NAIL 0... 1.} t, E
4 M
_ ��'.17,1"{y�D�- wag?
STUD TO SOLE PLATE 2- I Gd OR. END NAIL PROVIDE 2-20d END
4- I Od TOE NAIL NAILS AT 3X SOLE PLATE §
DOUBLE STUDS 2- I Gd @ I 2"OC FACE NAIL EXPIRES: 6-30-2020 � W
Z
I,-
ILI 2
BUILT-UP CORNER STUDS I Gd @ 12"OC END NAIL U.N.O.ON DRAWINGS H N W
DOUBLE TOP PLATES 2- I Od @ 8"OC FACE NAIL MIN 4'-0"LAP SPLICE
U.N.O.ON DRAWINGS
FLOOR,ROOF E CLG JOIST 3- 1 Od TOE NAIL
TO TOP PLATE
RIM JOIST TO TOP PLATE I Od @ 8"OC END NAIL U.N.O.ON DRAWINGS
BLOCKING(BTWN JOISTS OR I Od®8"OC (3- I Od TOE NAIL 11.1
RAFTERS)TO TOP PLATE MIN @ EA PIECE OF BURG) V
BLOCKING(BTWN JOISTS OR 2- I Od FACE NAIL Z
W
RAFTERS)TO JOIST OR RAFTERS _0 6--
BUILT-UP
BUILT-UP 2X BEAMS 2- I Gd @ 12"OC FACE NAIL BETWEEN EACH LAYER 0 N
OF BUILT-UP BEAM Z
N
0W3CIL
NAIL AND CONNECTION SCHEDULE NOTES O Q 0
I. ALL NAILS TO BE COMMON WRE,WITH THE FOLLOWING MINIMUM DIMENSIONS: it 0
801=0.1 3 I"X 2X2" I Od=O.148"X 3" I Gd=0.1 G2"X 3X" 2Od=O.192"X 4" V M
30d=0.207"X 4X2" 0 pu = H
en 6
2. UNLESS NOTED OTHERWISE ON DRAWINGS,PROVIDE MINIMUM CONNECTIONS SHOWN IN
SCHEDULE.
3.ALL FASTENERS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED MEMBERS SHALL
BE HOT DIP GALVANIZED OR STAINLESS.
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ti
'11 mm
SHEET TM F
NAILING
SCHEDULE
ASREET ND
SCALES NOTED ON DRAWINGS ARE FOR ��rir
11141T SHEET.SCALE ACCORDINGLY
FOR DIFFERENT WE SHEET.
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oe
3_011 e<D 4$rN4',4* 0�
N S
.:::;34
'-0" EXIST 3 g
EXIST OPNG OPNG .m s
_ (I) 2x4 CRIPPLE STUD EXIST 2x4 4 AV.pi l 4 AS a a 2 E
+ (2) 2x4 KING STUDS a FRAMED WALLS qRk A°TE144
TYP EA SIDE OF EA WY
TYPEXPIRES: 6-30-2020 1 w
ENLARGED OPNG n
EXIST 2x4 ■ ■ ■ W Z
FRAMED WALLS 4x8(DFL#I) (2) 2x6 H to W
C TYP 7,_0,,
• NEW OPNG /
/ / / / / /
4'-0" 2_811
/ / % NEW OPNG EXIST
2'-611 .% OPNG
EXIST +1
OPNG C� LSTA 18 STRAP
AT BEAM/EXIST % INFILL EXIST OPNG WI 2x4 U
DBL TOP PLATE STUDS @ 1611 OC*I/2" Z
STRUCT WOOD 5t1EATHING 0
1-6
W/8d @ 611 OC @ EDGES, tfi `5 m
• 12"OC @ SUPPORTS,TYP 114
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(3)LOCATIONS i j 3 n
CI 0Ou)o
22'-I 1"± 10-10'± 27'-711± U (Li�� o oz
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PLAN NOTES
i. DO NOT SCALE THESE DRAWINGS.
2. FIELD VERIFY ALL APPLICABLE EXISTING DIMENSIONS
N A LOW ROOF FRAMING PLAN 5
AND CONDITIONS PRIOR TO START OF
IM-P-Q CONSTRUCTION.
1' g
3. SEE 51.I FOR GENERAL STRUCTURAL NOTES. SEE �'W W m & S
Si.2 FOR MISC SCHEDULES. i s, 1 g w IN-
1
W O O
4. SEE TYPICAL NAIL AND CONNECTION SCHEDULE FOR
MINIMUM CONNECTIONS. USE COMMON(OR SHEET TIDE
EQUIVALENT DIAMETER AND LENGTH)NAILS. LOW ROOF
FRAMING PLAN
5. SEE PLAN FOR REQUIRED WALL FRAMING AT WALL
OPENINGS.
6. ALL FASTENERS AND CONNECTORS IN CONTACT WITH
PT MEMBERS SHALL SE HOT DIPPED GALVANIZED OR PNEET NO
STAINLESS STEEL. SCALES NOTED ONDRAWINGS ARE FOR C� 1
it°X1r SHEET.SCALE ACCORDS GLY J
FOR DIFFERENT SQE HEFT.
, PUCTuN
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_ ,' 17919 • iv,. JUJI
41 x'17,14' G• aaME
914(A.TStk. z
EXPIRES: 6-30-2020
W
w
W = 2
EXIST STRUCT ogog r' W
WOOD
SHEATHING
8d@C OC
2x BLOCKING W/
I Od TOENAIL @
8"OG �� U
�
LSTA 18 STRAP i:Li
N
WHERE SHOWN . EXIST ROOF Q 0
ON PLAN JOIST o p o
N
EXIST DOUBLE EXIST CEILING U R °
TOP PLATE JOIST co_ <
BEYOND - P.
12.5A TIE @
HEADER EA EXIST
PER PLAN ROOF JOIST
N m
9.
iii
'41111 mY m
W$ c,-„I
PFFI_MF'
DETAILS
I t1EADER SECTION
PIP NO
I 54. SCALE: I-1/2" = I'-O" SCALES NOTED ON DRAWINGS ARE FOR S4.1
1rxir SHEET.SCALE ACCORDINGLY �7`F
FOR DIFFERENT SIZE SHEET.