Plans (21) bkvika 2---00D
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GENERAL STRUCTURAL NOTES ABBREVIATIONS SYMBOL LEGEND
MISCELLANEOUS: UNO UNLESS NOTED OTHERWISE
THE FOLLOWING NOTES APPLY UNLESS INDICATED OTHERWISE: (A) ABOVE(AT BEAMS OR COLUMNS) UON UNLESS OTHERWISE NOTED OPENINGS ---"-
CONTRACTOR
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY ABT ABOUT (PLAN OR SECTION) -—
PRECAUTIONS AND THE METHODS,TECHNIQUES,AND SEQUENCES OR ABV ABOVE ,-
CODE: PROCEDURES REQUIRED TO PERFORM THE WORK.IF ANY ERROR OR ADJ ADJACENT;ADJUST VERT VERTICAL
OMISSION APPEARS IN THESE DRAWINGS,SPECIFICATIONS,OR OTHER ADD(. ADDITIONAL
INTERNATIONAL BUILDING CODE,2015 EDITION. DOCUMENTS,THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF AITC AMERICAN INSTITUTE OF TIMBER CONSTRUCTION SLOPE SI OPE
SUCH OMISSION OR ERROR BEFORE PROCEEDING WITH THE WORK,OR ALT ALTERNATE;ALTERNATIVE W/ WITH
ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME APPROX APPROXIMATE;APPROXIMATELY WD WIDE;WOOD
0ESKAN LOADS; ARCH ARCHITECT;ARCHITECTURAL W/O WITHOUT NORTH ARROW N.)THE ENGINEER HAS NOT BEEN RETAINED TO PROVIDE DESIGN AND/OR ASTM AMERICAN SOCIETY FOR TESTING MATERIAL (PLAN) N
LIVE: CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY
PRECAUTIONS OR THE MEANS,METHODS,TECHNIQUES,SEQUENCES OR (X) EXISTING
ROOF LIVE=20 PSF PROCEDURES FOR THE CONTRACTOR TO PERFORM THEIR WORK. BLKG BLOCKING ECTION NUMBER ON
BM BEAM
SHEET WHERE SHOWN
VERIFY AND COORDINATE OPENINGS IN FLOORS,WALLS AND ROOF WITH THE BOT BOTTOM & AND
SNOW: ARCHITECTURAL DRAWINGS.REFER TO ARCHITECTUAL DRAWINGS FOR BRG BEARING (43 AT
e OTHER WALLS,FINISHES,AND DIMENSIONS.REFER TO MECHANICAL AND BTWN BETWEEN 0 DIAMETER;ROUND SECTION MARK VP
Pg=20 PSF s=1.0 ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF DUCT OPENINGS,PIPING, FOOT;FEET
Ce=1.0, Cs=1.0, Ct=1.0 CONDUITS,ETC,NOT SHOWN. " INCH;INCHES UMBER OF SHEET
Pt=25 PSF(PER WABOSEAWWHITE PAPER) CANT CANTILEVER s NUMBER;POUND WHERE SHOWN
SHOP DRAWINGS SHALL BE SUBMITTED AND REVIEWED PRIOR TO C CENTER LINE
SNOW DRIFT LOADING PER ASCE 7-10 NOT REQUIRED BY THE CITY OF(CITY). FABRICATION. CLR CLEAR
COL COLUMN
• NAND: REFER TO SPECIFICATIONS FOR INFORMATION NOT CONTAINED IN THESE CONC CONCRETE SUB-SECTION MARK
GENERAL NOTES. CONN CONNECTIONA L2 A i .
EXPOSURES RISK CATEGORY Iv/=1.0 CONT CONTINUOUS
Vasd=85 MPH V14t=110 MPH(3-SECOND GUST) CONTR CONTRACTOR
GCpi=x0.18 DISCLAIMER: CTR CENTER ECTION WHERE
ONHSHEETWWHERE
SE19MC: THESE/THIS AND DESIGN PREPARED ARE/IS THE PROPERTY F PROJECTKJ
ININEERS, 1 SHOWN
INC,AND HAVE BEEN PREPARED SPECIFICALLYPTEFOR THIS NIN d PENNYOUB (NAIL SIZING)
SITE CLASS D RISK CATEGORY VN le=1.0 ACCORDANCE WITH GENERALLY ACCEPTED STRUCTURAL ENGINEERING DBL DOUBLE DETAIL MARK
Se =1.300 01 =0.510 Ms =0.887 PRACTICES. DEMO DEMOLISH;DEMOLITION UMBER OF SHOWN SHEET
• Stl1 =0.510 DET DETAIL WHERE SHOWN
SEISMIC DESIGN CATEGORY D IT IS INTENDED FOR THE EXCLUSIVE USE OF THIS PROJECT ONLY.ABKJ DOES DF DOUGLAS FIR-LARCH
NOT GUARANTEE PROJECT PERFORMANCE IN ANY RESPECT,ONLY THAT THE DIA DIAMETER
SEISMIC DEMANDS ON NONSTRUCTURAL COMPONENTS PER ASCE 7-10 13.3.1: WORK MEETS NORMAL STANDARDS OF PROFESSIONAL CARE.NO OTHER DIAA DRILLED-IN ADHESIVE ANCHOR
9
Ip=1.0, ap=1.0, Rp=2.5 WARRANTY,EXPRESSED OR IMPLIED,IS PROVIDED. DIEB DRILLED-IN EXPANSION BOLT ELEVATION MARK
DIM DIMENSION
do DITTO 7
EXISTING STRUCTURE: DP DEEP REVISION MARK 2
EXISTING STRUCTURAL DIMENSIONS AND MEMBER SIZES ARE FOR
REFERENCE ONLY.CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN (E) EXISTING
THE FIELD PRIOR TO FABRICATION.THE CONTRACTOR SHALL VERIFY EA EACH TIMBER
THE ACTUAL CONFIGURATION OF EXISTING CONSTRUCTION AND THE EL ELEVATION(HEIGHT)
CONDITION OF THE STRUCTURE BEFORE BEGINNING WORK.ANY ELEV ELEVATION(VIEW);ELEVATOR
X
THEENGI
DISCREPANCIES OR UNSOUND CONDITIONSBEFOSHALL INN NG REPORWORK. REE ENGR EQUAL ROUGH CUT
THE ENGINEER FOR RESOLUTION BEFORE BEGINNING WORK.REFER TO EQ EQUAL TIMBERS
MECHANICAL AND ELECTRICAL PLANS FOR DUCTS,PIPING, EXIST EXISTING
EMBEDMENTS,AND OPENINGS NOT SHOWN. EXT EXTERIOR
TIMBER: FIN FINISH;FINISHED
FLR FLOOR
GENERAL: FT FOOT;FEET
SAS TIMBERS
ALL DIMENSIONS NOTED ARE NOMINAL.WOOD BEARING ON OR WITHIN 1"OFx
CONCRETE OR CMU OR WITHIN 6"OF EARTH SHALL BE TREATED WITH AN GEN GENERAL
APPROVED PRESERVATIVE.PROVIDE MILD STEEL PLATE WASHERS AT ALL GIRD GIRDER
BOLT HEADS AND NUTS BEARING ON WOOD EXCEPT PROVIDE CUT WASHERS GL GLUE LAMINATED
AT SILL PLATES.MINIMUM NAILING SHALL BE IN ACCORDANCE WITH TABLE
2304.9.1 OF THE IBC UNO.ALL NAILS ARE TO BE"COMMON"(10d NAIL DIAMETER /////////
TO BE 0.148",164 DIAMETER TO BE 0.182).ALL NAILS IN TREATED TIMBER HD HOLDOWN
SHALL BE GALVANIZED.ALL FRAMING CONNECTORS NOTED ARE PER SIMPSON HF HEM-FIR GLUED LAMINATED �����\�����
STRONG TIE COMPANY INC.OR ENGINEER APPROVED EQUAL.SEETHE HGR HANGER MEMBERS /
V MANUFACTURER'S REQUIREMENTS.ALL METAL HARDWARE IN CONTACT WITH HORIZ HORIZONTAL
TREATED LUMBER SHALL BE PROTECTED WITH A 6185 GALVANIZED COATING HT HEIGHT &��Q������
(ZMAX)OR BETTER. V�✓/����✓/���
DUE TO CROSS GRAIN WOOD SHRINKAGE,THIS BUILDING IS EXPECTED TO IBC INTERNATIONAL BUILDING CODE \\\\\\\\\\ <�F"'
SETTLE APPROXIMATELY 1/8 TO 1/4 INCH PER STORY.ALL PLUMBING AND IN INCH;INCHES r e sB° EEP
MECHANICAL DUCTS SHALL BE DESIGNED WITH FLEXIBLE JOINTS OR OTHER INFO INFORMATION
MEANS TO APPROPRIATELY ACCOMMODATE THIS NORMAL SETTLEMENT.ALL INT INTERIOR BEAM OR LEDGER �/
INTERIOR AND EXTERIOR SHEATHING AND FINISHES SHALL BE INSTALLED (PLAN) 4Y x-4-
SUCH THAT NO DAMAGE WILL OCCUR.SHRINKAGE IS EXPECTED IN THE DEPTHee
OF THE WALL PLATES AND NOT IN THE LENGTH OF THE WALL STUDS. JT JOINT PLYWOOD IF
PARALLEL STRAND LUMBER(PSI): JST JOIST
(SECTION)
PARALLEL STRAND LUMBER SHALL BE FABRICATED IN CONFORMANCE WITH K KIP;KIPS(100)POUNDS) ORIENTED STRAND - CONSULTANT STAMP
REPORT N.NER-292.EACH MEMBER SHALL BEAR AN IDENTIFICATION MARK.ALL KSI KIPS PER SQUARE INCH BOARD
BEAMS SHALL BE DOUGLAS FIR,GRADE 2.0E,Fb=2,900 PSI. (SECTION) ,��\_
LAMINATED STRAND LUMBER(ESL): LB FEET POUND
LF LINEALWOOD BLOCKING A B K J
LAMINATED STRAND LUMBER SHALL BE FABRICATED IN CONFORMANCE WITH LVL LAMINATED STRAND LUMBER
REPORT No.NER-481.EACH MEMBER SHALL BEAR AN IDENTIFICATION MARK. LVL LEVEL;LAMINATED VENEER LUMBER — Andersen Architects
E Kane Jacobs
p\\vV1 VV\\ Architects&Engineers
ALL MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: PLYWOOD SHEATHING \i i t i i i i t A i\ 1402 Third Ave,Slote 200
MAX MAXIMUM VV�3v\Y\l`t\,� Seattle,WA 98101
RIM JOISTS&BLOCKING -Fb=1,700 PSI,GRADE 1.3E MECH MECHANICAL o\\�2221\i1lP T 206.340.2255 I F 206.340.2266
BEAMS AND HEADERS<9"DEPTH-Fb=1,700 PSI,GRADE I.3E MFR MANUFACTURER I 'D. wTwv.abkj.com
BEAMS AND HEADERS>9"DEPTH-Fb=2,600 PSI,GRADE 1.7E MIN MINIMUM
STRUCTURAL SAWN LUMBER: MISE MISCELLANEOUS NAIL T REVISIONS /AUTHORIZATIONS
1.1.116'AIM VINS rrt if
LUMBER VISUALLY GRADED AND STAMPED PER WPA STANDARD GRADING No NUMBER HANGER OR OSB J
W
RULES.MOISTURE CONTENT OF LUMBER 2"OR LESS IN THICKNESS-19% NOM NOMINAL
MAXIMUM. NTS NOT TO SCALE (IN PLAN) 1
STRUCTURAL LIGHT FRAMING -DOUGLAS FIR,No.2 OR BETTER -
s STRUCTURAL JOISTS&PLANKS -DOUGLAS FIR,STRUCTURAL OC ON CENTER
SELECT OR BETTER OPNG OPENING HANGER IN "�
BEAMS&STRINGERS -DOUGLAS FIR,STRUCTURAL OPP OPPOSITE ELEVATION
SELECT OR BETTER
POSTS B TIMBERS -DOUGLAS FIR,STRUCTURAL
SELECT OR BETTER,Fc=1,300 PSI. PERP PERPENDICULAR
PL PLATE(WOOD) LAG SCREWS
CONVENTIONAL CONSTRUCTION PROVISIONS PER SECTION 230482308 OF PLWD PLYWOOD - PROPRIETARY AT&T INFORMATION
THE IBC.MINIMUM NAILING FOR CONNECTION OF VARIOUS COMPONENTS PER PSI POUNDS PER SQUARE INCH NIT FIR GENERAL USE DL DISCLOSURE OUTSIZE OF AT&T
TABLE 2304.9.1 OF THE IBC. PSL PARALLEL STRAND LUMBER THIS NOWT=HAY CSLY BE USED BY AUTWRIZED
PT PRESSURE TREATED PERS0/EL OF TIE LOCAL GOVDBIOIT AGENCY SI CDMESTER
TREATED LUMBER: VITM APPLICAT�!FIR PERMTS AND AUTHORIZATID4 FIR
BID.OINBS.CD=TRUSTER,AND/IR ZDONG DIAN ES
ALL TREATED LUMBER SHALL BE BRANDED WITH A QUALITY CONTROL REF REFERENCE DRAWINGS PREPORED F02
AGENCY MARK BY AMERICAN WOOD PRESERVERS BUREAU OR EQUAL. READ REQUIRED ,� +}.S}
PRESERVATIVE SHALL BE CCA,ACQ,CA-B OR CBA. RO ROUGH OPENING L�/J a`&` CORPORATE
TIMBER CONNECTORS: SEC
-.- REAL ESTATE
CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE"STRONG- SHTT SHEET ' °"n' AT&T TIGARD
TIE BY SIMPSON COMPANY,AS SPECIFIED IN THE CATALOG NO C-2015,OR SIM SIMILAR HVAC UPGRADES
APPROVED EQUAL.PROVIDE NUMBER AND SIZE OF FASTENERS AS SPA SPACE;SPACES;SPACING
SPECIFIED BY MFR.CONNECTORS ARE TO BE INSTALLED PER MFR SQ SQUARE 10340 SW NIMBUS
RECOMMENDATIONS.WHERE CONNECTOR STRAPS CONNECT TWO STL STEEL
MEMBERS,PLACE ONE-HALF OF TOTAL REQUIRED FASTENERS IN EACH SUPT SUPPORT TIGARD
MEMBER.ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. SW SHEAR WALL
PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SYMM SYMMETRICAL OREGON US
SCREWS BEARING ON WOOD.UNO,ALL NAILS SHALL BE COMMON ALL
SHIMS SHALL BE SEASONED AND DRIED AND BE THE SAME GRADE(MIN)AS TGRDURAO 125984.01 OR0378
MEMBERS CONNECTEDTOFLUSHH.ALL DOUBLE-AND BEAMS WITHUSERIES HLE-JOIST AN HANGERS.SUBMIT ARE
FBMT SHOP BE SW MID
T&G TONGUE AND GROOVE GENERAL NOTES
DRAWINGS. TEMP
TEMPERATURE;TEMPORARY
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Andaman Bjornstad Kana Jacobs 4.A✓�..-
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1402 ROOF PLAN
Seattle, ',D am
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REVISIONS / AUTHORIZATIONS
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CURB,SEE DETAIL 41A-501
r CURB BEYOND 2"
MECH UNIT
,V/ L/ (2)-1/4"DIA xLONG 2 SIMPSON SDS 7/4"WOOD
LAG SCREWS MIN SCREW W/2 3/4"MIN
I I I I CURB,SEE DETAIL 41A-501 Q EA CORNER PENETRATION(GS EA PURLIN
(E)ROOF DECK (E)PLWD ! NEW OR(E)SLEEPER FOR
r MECH OPNG ROOF DECK `4,1. MECH UNIT,4X6 MIN SIZE
• ZED
II 2-2x6 BEYOND " I I DBL 2x6(d OPNG EDGE I.- PROPRIETARY OR DI AT&T INFORMATION
OF AT&T71 IN TIN DA BNERM-USE O!DISCLOSURE BW1 I A
THIS DAMNATION OF
INE ALY BE USED BY E/CY ICE
'�'�I PERSONE1 CE TIE LOCAL GOVEAND/CR ZONING
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MEI WITH APPLIGlTlo1 Fol PERMITS AND AunuRITATI0N5 Fol
SAWCUT REMOVE(E) WITH A$S,COATRUCR P AND/OR 2AUTH IZATIES,
(E)4x PURLIN IIIIII DECK(�MECH OPNG
SIMPSON HANGER DRAWINGS PREPARED FOR
42I LUS26-2
V 48" .I NOTE REPLACE(E)SLEEPER IF ���� CO EST
tII (E)4x ROOF PURLIN (E)ROOF PURLIN ANY WATER DAMAGE IS PRESENT REAL ESTATE
AT&T TIGARD
O ROOF OPENING O ROOF OPNG EDGE DETAIL O TYP SLEEPER ATTACHMENT A HVAC UPGRADES
NOSCALE N05CALE NOSCALE
10340 SW NIMBUS
TIGARD
OREGON US
TGRDORAO 125984,01 0R0378
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