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CODE: 2015 IB.C. 4 2015 k.RC.W!STATE AMENDMENTS '•r S.
NOLDO�JN SCHEDULE a
DESIGN LOADS:
-13
DEAD LOAD - AS REQUIRED MARK HOLDOUN BOUNDARY ANCHOR ANCHOR
LIVE SNOW Low - 25 NUMBER STUDS THCKN SLAB(6) EXT.STEM WALL(6) en
SEISMIC - DI SEISMIC DESIGN CATEGORY PER IRC. -
NO HOEDOWN REQ'DK 2 -
WIND: - ASCE 1 135mph 3-SEG GUST EXP.B to
501E BEARING - 1500 PSF ASSUMED C CS
I. PHD2A (2)2x 5TBI6 STB20 03
EARTHWORK: 0 to_
1. EXCAVATE TO LINES 4 LEVELS SHOWN ON DRAWINGS. ALL FOOTINGS TO BEARki co 8s
2. PI-104A (2)2x STBI6 STB20 �.' c
ON FIRM UNDISTURBED NATIVE SANDS E o
CONCRETE: 3. PHDSA (212x 5TB24 51824 „ 0 to
1. REFERENCE SPECIFICATION - ACI 301.PLANT MIX PER ASTM C94. - al
2. STRENGTH: 4. PHDS (3)2x 51334 STB34
A. GROUND FLOOR SLAB - 3,000 PSI AT 28 DAYS
B. FOOTINGS,WALLS 2,500 PSI e 28 DAYS 5. UPHDS (I)6x N/A
3. REINFORCING - ASTM A615,GRADE 60. LAP BARS AS SHOWN ON PLAN WITH
MIN.LAP OF 44 BAR DIAMETERS.PROVIDE 24"HOOKS AT COMERS. 5TB34 UPHDB
DISCLAIM tiff SIGNATURE AND STAMP FOR REBS
4. BOLTS: . STRUCTURAL PRAIIRMMS ARE VALID OW.T WEN
A ANCHOR BOLTS - ASTM 4301 S. 7DXI4 (1)6x N/A S51x30 acconPANED BY a DEvEt.oPrENr AND Lm BPECFtc
CALO
B. EXPANSION BOLTS -HILTI KWIK-BOLT-TZ. SPECIAL INSPECTION REQUIRED. BET of STRUCTURAL ONES S LLC X)SEALE 6Y
i�caxs<tra�ErYaiNFERB LLC AND REAL®Uhl a
VET STAMP AND SIGNATURE ST RE lard E'fR WiCBE
C. ADHESIVE ANCHORS -CIA-GEL 1000-C. 1. MSTC28 (2)2x N/A N/A STAMP APPEARS ON NIS MEET.CONBTRUCTIGN
SHALL BE PERFORMED ONLY RIS a DRUM ect
SPECIAL INSPECTION REQUIRED. IRIB
APPFYYv£D 8Y RE LOCAL JDIOTIOhI
5. COVER- AS FOLLOWS UNLESS SHOWN OTHERWISE ON PLANS. 8. MSTC40 (2)2x N/A N/A
A. CONCRETE PLACED AGAINST EARTH -3"
B. FORMED CONCRETE AGAINST EARN - 2". S. MSTC66 (2)2x N/A N/A
C. SECOND FLOOR SLAB - c -
6. FINISH - PER ARCHITECT NOTES:
1. SUBMITTALS: (4 COPIES)
A.MIX DESIGNS PER IBC 1903 1.INSTALL ALL HOLDOWNS PER MANUFACTURER SPECIFICATION PER USP 5411-1 EDITION CATALOG. •
B.REINFORCING 51-1OP DRAWINGS
2.MATCH STUDS ON SCHEDULE FOR WALLS BELOW ON ALL WALL TO WALL HOLDOWNS.
CARPENTRY: 3.(2)2x OR(3)2x STUDS NAILED TOGETHER WIN(2)ROWS OF 160 a 3"O.C.STAGGERED.
1. REFERENCE SPECIFICATION - IBC CHAPTER 23.
2. LUMBER- DOUGLAS FIR WITH MOISTURE CONTENT PER SPECIFICATION. ALL 4.REFER TO SHEARWALL SCHEDULE AND TYPICAL SHEARWALL DETAILS FOR WALL
IN CONTACT WITH CONCRETE TO BE PRESSURE PRESERVATIVE TREATED.
- GRADE AS FOLLOWS.
A. POSTS AND BEAMS 6X AND GREATER -DF.NO 1. LOCATIONS AND CONFIGURATIONS.
B. POSTS AND BEAMS 4X SMALLER - DF. NO 2 OR BETTER. 5.REFER USP CATALOGS FOR MINIMUM EMBED OF ANCHORS INTO CONCRETE.
C. STUDS - D.F.STUD GRADE OR BETTER
D. PLATES 4 SILLS - DF NO.2 P.T.AT CONCRETE SLAB. 6.USE SSTBL MODELS e 3x SILL LOCATIONS. �®
- KILN DRIED D.F.STANDARD TYPICAL \ I ll
3. SHEATHING - PLYWOOD,ORIENTED STRANDBOARD OR APPROVED EQUAL. ,, 'N
A ROOF 4 WALL SHEATHING - APA 24/0. THICKNESS 4 NAILING PER PLAN. 1 /� 1
B. FLOOR SHEATHING - APA - 48/24. THICKNESS AND NAILING PER PLAN. 51-4E4R WALL SCHE ULE(I-I3) 0 _
4. PLYWOOD WEB JOISTS- TRUS JOIST TJ1 SERIES OR APPROVED EQUAL. MARK REF NOTES: (I,9) Note: (2) EDGE NAIL'G FIELD NAIL'G SILL TO CONCRETE SILL TO WOOD SHEAR TRANSFER II
BRIDGING. BLOCKING 4 ERECTION BRACING PER MANUFACTURER'S SHEATHING NAIL SIZE SPACING SPACING CONNECTION.NOTE: (3) CONNECTION.Note(1) CLIPS(8) Ii
RECOMMENDATION. l
5. GLUE LAMINATED BEAMS- DOUGLAS FIR,COMBINATION 24F-V4,FABRICATED WITH 543"DIA.AB.*48" 0/C
A �b 05B(U SfpE l6) gC{ Sn iZn ISD a 6°0/C MPA! e 24"0/C
WATER PROOF GLUE.FINISH PER PROJECT SPECIFICATIONS. 0
6. P.T.GLUE LAMINATED BEAMS - MS 24F-V5MI /5P,FABRICATED WITHB }� OSB(1)SIDE(6) 8d 4" 12" 5%"DIA.AB.a 36" 0/C(12) 16D e 4" 0/C MPAI + 18" O/C
WATER PROOF GLUE.FINISH PER PROJECT SPECIFICATIONS. ° 1 II it ki
1. GLUE LAMINATED COLUMNS - DOUGLAS FIR,COMBINATION 24F-Y8,FABRICATED C "055(I)SIDE(56) ad 3" 12" 5/$"DIA AB.e 30" 0/C(12) ISP e 3"0/C MPAI e 12"0/C
WITH WATER PROOF GLUE.FINISH PER PROJECT SPECIFICATIONS.
a Of
8, PARALLAM BEAMS - 2.0 E BY TRUS JOIST. 5i n
D X"055(1)SIDE(5,6) 8d 2" 12" e DIA AB.a 12 0/C(12) I6D a 2"0/C MPAI e 10"0/C li I (l
II II 0 II
S. TIMBERSTRAND BEAMS - 3-1/2",15E BY TRUS JOIST �-�l
10. TIMBERSTRAND BLOCKING - LSL 1-3/4"BY TRIS JOIST. 5%"DIA.AB. a 9" 0/C(12) ''�
Il. CONNECTIONS - USP,GALVANIZED. E "055(2)SIDES(4,5ka) ad 4" STAGGERED 12" 16D a 2"0/C MPAI e 1"0/C
12. FRAMING - PER INDUSTRY 4 CODE STANDARDS FOR ALL DETAILS NOT SHOWN. II
REFER TO IBC SECTIONS 2324,2325 AND 2326. F 3k"055(2)SIDES(4,5,6) 8d 3" STAGGERED 12" 5'a"DIA AB.e 11/2" 0/C(12) ISD e 3"O/C(2)ROWS MPAI e 5"0/C
13. NAILING - USE COMMON TYPE NAILS. MINIMUM NAILING PER IBC STAGGERED II u U
TABLE NO.23-1-Q UNLESS NOTED OTHERWISE ON PLANS. %."DIA AS.e 5"0/C(12) 16D a 2"0/C(2)R01115 HGAIOKT e 1"0/C II
. G "055(2)SIDES(4,5,6) 8d 2"STAGGERED 12" STAGGERED
COMMON WIRE PNEUMATIC MINIMUM NAIL NAIL 5ie"DIA.AB.a IS"0/C(12)
NAIL NAIL DIAMETER LENGTH APPLICATION H 3(6" OSB(1)SIDE(6) Sd 4" 12" 16D e 4 0/C MPAI e 18 0/C
CNll
30D COMMON 0201"0 P-NAIL 4-1/2" 3X DECKING „ 543"DIA.A.B.0 15"0/C(12) Ibp e 3"0/C n
J )(a 055(I)SIDE (5,6) Sd 3 12" MPAI e 12 0/C
40D COMMON 0225"0 P-NAIL 5" 4X DECKING --
20D COMMON 0.192"0 P-NAIL 4" FRAMING
NOTES:
ISD COMMON 0.1524,P-NAIL 3-1/2" FRAMING
1) C-D,D-C SHEATHING,PLYWOOD PANEL SIDING AND OTHER GRADES COVERED IN P51-95. ALL WALL CONSTRUCTION TO CONFORM TO I.B.G.
IOD COMMON 0.1404 P-NA1L 3" FRAMING
N/A 0.1484 P-NAIL 2-3/0" FLR SHEATHING TABLE 2305.4.1.
80 COMMON 0.131"0 P-NAIL 2-112" ROOF SHEATHING 2) USE COMMON WIRE NAILS FOR ALL WOOD SHEATHING AND COOLER NAILS FOR GYPBOARD SHEATHING.
N/A 0.162"0 P-NAIL 3-1/2" STRAPS
3) A.B.MINIMUM 1"EMBED INTO CONCRETE. 3"X3"Xhi4" PLATE WASHERS REQ'D AT ALL SHEAR WALL AB.'5. N/A a MASA ANCHORS.
14. DRYING - PRIOR TO INSTALLATION OF GYPSUM WALL BOARD,DRY COMPLETED 4) PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3X OR THICKER AND NAILS ON EACH SIDE
• TO A MAXIMUM MOISTURE CONTENT OF 15%. SHALL BE STAGGERED.
B. SUBMITTALS - SHOP DRAWINGS,4 COPIES. 5) 3X OR DBL 2X FRAMING AT ALL ADJOINING PANEL EDGES AND NAILS SHALL BE STAGGERED.
16. PREFABRICATED WOOD TRUSSES:
A REFERENCE STANDARD - ANSI/T1°1 1. 6) ALL EDGES BLOCKED.
B. PERFORMANCE REQUIREMENTS - PROVIDE WOOD TRUSSES
DESIGNED AND FABRICATED TO SUPPORT THE LOADS SHOWN WITH A TOTAL 1) COMMON WIRE NAILS.GARAG1-.- RIG '
LOAD DEFLECTION LESS THAN L/360. 0) CLIP TO BE ATTACHED FROM CONTINUOUS BLOCKING TO TOP OF CONTINUOUS TOP PLATES.
G. SUBMITTALS: (3 COPIES) CLIPS ARE NOT REQUIRED AT GYP BD WALLS BUT BLOCKING 15 ATTACHED PER THE TOENAILING SCHEDULE. 51FAR .UAL L 4
STRUCTURAL CALCULATIONS STAMPED BY AN ENGINEER REGISTERED
IN WASHINGTON/OREGON 4 SHOP DRAWINGS SHOWING ALL FABRICATION, 9) SEE ATTACHED TYPICAL SHEARWALL DETAILS. i l-
• ERECTION AND INSTALLATION DETAILS. 10) SHEATHING TO BE STRUCTURAL( SHEATHING. -OL D OJT'\
11 UNLESS NOTED OTHERWISE,ALL BEAMS 4 GIRDER TRUSSES TO BE
SUPPORTED AT ENDS BY: II) VALUES ARE FOR FRAMING OF H-F. S C- D✓, 5 I
A. MULOCATED
LEED STUDS EQUAL INO BEAM WIDTH(TRIPLE STUD MIN)WHEN 12) SEE PLAN FOR WALLS WHERE SEISMIC DESIGN SHEAR IS GREATER THAN 350 PLF(ASP). 3X OR DBL 2X AT PANEL EDGES AND SILL. '`�
LOCATED IN WALL. CONTINUE ON ALL FLOORS DOWN TO (^ I �v�/a�� ,�,c
FOUNDATION WITH SOLID BLOCKING AT FLOORS. CONN STUDS STAGGER NAILS. NAIL AND GLUE DBL 2X SILL TOGETHER W/IOD GALVANIZED a 4"0/C STAGGERED,OR USE A 3X STR,C
TOGETHER WITH ISD a12"O.C.
BT NOTES
. SOLID P057 EQUAL ?0 BEAM WIDTH WHEN FREE STANDING. FOR WALLS WITH THE LARGER SILLS,ANCHOR BOLT SPACING MAY BE INCREASED BY A FACTOR OF 125 FROM THE TABLE ABOVE DUE TO THICKER SILLS.
EXTEND CONTINUOUS FOR FULL HEIGHT DOWN TO SOLID BEARING. , `I3) 1/16"PLY IS ACCEPTABLE IN LEU OF 1/16"055 J
REVISIONS:
PATE: 11.30.1-1
SCALE:
DR4uJN: D.L.
JOS NO: LEN-11-119
\ipii 0
ORIGINAL SHEET SIZE: 24x35
}