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1 ABBREVIATIONS 2 STRUCTURAL NOTES
& AND IN. INCHE(S) 010011 GENERAL REQUIREMENTS MOOR CONCRETE :_,., ING' 06102 FRAMNOTES 4 ROUGH FRAMING NAILING SCHEDULE
0 AT INFO. INFORMATION THE STRUCTURAL NOTES SUPPLEMENT THE PLANS AND SPECIFICATIONS ANY CONCRETE CCNSTRUC .:SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE FRAMING CONNECTORS,ACCESSORIES AND FASTENERS AS NOTED IN THE PLANS AND
' FEET(FOOT) NT. INTERIOR DISCREPANCY FOUND BETWEEN THE DRAWINGS NOTES SPECIFICATIONS SITE CONDITIONS STANDARD AO 318-1.- -'ILDI HPE REQUIREMENTS FOR STRUCTURAL CONCRETE'. DETALS SHALL BE AS MANUFACTURED BY SMPSON STRONG-TIE,EQUIVALENT HARDWARE
• INCH(INCHES) AND ARCHITECTURAL PLANS SHALL BE REPORTED TO THE ARCHITECT WHO SHALL ,. MAY BE USED WITH PRIOR APPROVAL BY ENGINEER OF RECORD.INSTALL AU.HARDWARE ROUGH FRAMING HMG 90EDU E ON LIEU OF IC TARE 23049.1)
( POUND(S),NUMBER JST. JOIST CORRECT THE DISCREPANCY IN WRITING ANY MORK COMPLETED AFTER DISCOVERY OF CEMENT AND CONCRE .7.. :C SECTION 1901 ADMIXTURES SHALL BE PER MANUFACTURERS'SPECIFICATIONS.WHERE STRAPS CONNECT TWO MEMBERS 3
EQUAL(S) JL JOINT THE DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RIDE. REFER TO APPROVED BY THE E, OF RECORD •ALL COMPLY MTH AO 318-05 SECTION TOGETHER PLACE HALF OF THE REQUIRED FASTENERS INTO EACH MEMBER.PROVIDE CORRECTOR FASTENING
PER ARCHITECTURAL PLANS FOR OPENINGS ARCHITECTURAL TREATMENTS.AND DIMENSIONS 36.CONCRETE EV.;+ •.s ZING AND -.MNG SHALL HAVE AN MR ENTRAINING SOLD BLOCIONC AT AU.BEARING PORTS.SEE SECTION 06071 FOR FASTENER 1.JOIST TO SILL CR ORDER (3)6131"X 25"TlENMS U w
K KIPS(I500) NOT SHOWN.CONSULT MECHANICAL PLANS FOR DUCTS AND PIPES ETC.NOT SHOWN. ADMIXTURE CONT.• .: SECTION 1• A.THE USE OF WATER SOLUBLE CHLORIDE REQUIREMENTS AT TREATED LUMBER.TYPICAL NAUNC NOT DROWN PER PLAN,DETAIL,OR 2.ammo TO DOST (3)0.131'X 2.5 TOENAILS EA END Z m'
AB. ANCHOR BOLT KIN SHALL NOT BE U SCHEDULE SHALL CONFORM TO FASTENING SCHEDULE PER IBC TABLE 2304.9.1 OR TO 3 IX6 LIR(ESS SUB1R TO JST. (2)0.13Y X 25 FACE NAL - h v
ABV, ABOVE LAT. LATERAL THE CONTRACTOR SHALL PROVIDE BRACING AND SUPPORT REQUIRED FOR TEMPORARY THE FASTENING SCHEDULE ON SHEET 51.1. 4.WIDER THAN 1X6 919TR.TO JST,(3)0.131"0 25"FACE NAL
ADD. ADDITIONAL IR POUND(S) CONSTRUCTION LOADS AND FOR STRUCTURAL COMPONENTS AS RECURRED DURING THE CONTRACTOR SHALL SUBMIT MIX DESGNS TO ENGINEER OF RECORD FOR APPROVAL S Y S19FLOR TO JSL/OROER (2)0148'X 325"BOND&FACE NAIL
ADA ADJACENT LB. LAG BOLT(S) ERECTION.BACKFILL BEHIND WALLS SHALL NOT BE PLACED UNTIL THE WALLS ARE FOUR WEEKS PRIOR TO PLACING CONCRETE.MIX DESIGNS SHALL BE REVIEWED FOR NAILS SHALL BE COMMON UNLESS NOTED OTHERWISE COMMON NAIL DIMENSIONS ARE ASn m
ALUM. ALUMINUM I.E. LONG(TTUDINAL) PROPERLY SUPPORTED. CONFORMANCE TO IBC SECTIONS 1904 AND 1905. maws: 2ROTU I-UP TO TOP PL'AE (I))G.T X 325 AT 12"OC LOIS
24,SOI.T-UP GIRDERS AND BEAMS (1)0748"%325"AT 17 EA EDGE STAGGERED
ALT, ALTERNATE LOAF LENGTH 4 l'-'
.c,
APPRX APPROXIMATE(LY) LOAF LIGHT GAUGE METAL FRAMING THE TACTORCONTRACTORSHALL SHALL BE RESPONSIBLE FOR COORDINATION OF AU.(LURK.THE CONCRETE MIX DESIGNS SHALL MEET THE ..NNO REQUIREMENTS NAIL SIZE DIAMETER LENGTH
ARCH. ARCHITECT(URAL) LLH LONG LEG HORIZONTAL -CONTRACTOR BE RESPONSIBLE FOR THE COORDINATION OF THE EXCAVATOR.T ;� t!4 D..148 2.5" 7U y o
ASSY ASSEMBLY LAY LONG LEG VERTICAL SHORING AND OTHER WORK WITH ALL UTIOTIES AND ADJACENT PROPERTIES. CALL THE 28 DAY MAX M CIAL LOCATION 10d 0.148" 30" N R
B. BOTTOM LSH LONG DOTTED HOLE(S) UTILITY LOCATE SERVICE PRIOR TO ANY WORK AT 1-800-332-2344. STRENGTH W/C 9.+„i N. . "ECTON AND
12tl 0.N8" 325" " N
BEL BELOW LT,WI, LIGHT HEIGHT
Es(PD) RATIO (IN... (• .RED APPLICATION 0'v
i6d 0.162" 35"
BEN BOUNDARY EDGE WRUNG LW. LIGHT WEIGHT 0700:COX REOlw7ELENTS (y C 1.1
BS. BRACED FRAME ALL DESGN AND CONSTRUCTION SHALL CONFORM TO THE 2014 ORSC(2014 OREGON 2500 0.45 431 '1,,,,.•.1 NO FOOTINGS UNLESS NOTED OTHERWISE PER SHEARWALL SCHEDULE OR PLANS ANCHOR 80.75 AT - A
BLDG. BOLDING MAX. MASONRY STRUCTURAL SPECIALTY CODE)AS ADOPTED BY WASHINGTON COUNTY,OREGON. 3000 0.45 01 1 NO EXTERIOR SAB ON GRADE, SILL PLATES SHALL BE 5/8•DIAMETER WITH r MINIMUM EMBEDMENT NTO CONCRETE p m N
BUC BLOCK MASH. MASONRY DRIVEWAYS,CURB.WALKWAYS PATIOS PORCHES,STEPS EXPOSED TO AND SHALL RE SPACED NOT MORE THAN 4 FEET APART, THERE SHALL BE A MNIMUM
BLKG BLOCIONG MAT. MATERIAL MEATHER.AND• . FLOORS ` tI3 Z.
BCW. BELOW MAX. MAXIMUM 0 0A0 L 2500 0.50 5±1 .1 NO ALL OTHER CONCRETE OF TWO BOLTS PER SILL PUCE WITH ONE BOLT LOCATED NOT MORE THAN 12"NOR LESS
BM. BEAM M.B. MACHINE BOLT THAN 4.7 FROM EACH ENDO THE PIECE. A 3'X3"%0,229"PLATE WASHER SHALL BE U ,0
DECK(SNOW) 25 PSF PRONGED FOR ALL ANCHOR BOLTSx O?
BEAU RPoIX MASONRY UNIT MBM METAL BUILDING MANUFACTURER DECK(LIVE) ,10 pg ONE COMPRESSOR TEST M ' COMPILED FOR EVERY 150 CUBIC YARDS OR (OO NOT COUNTER-SINK PLATE WASHERS). A 73/76" o m
BN BOUNDARY NAILING MECH. MECHANICAL ` fi SQUARE FEET O•' LL CI MIX OE9GN PLACID EACH DAY.A X 1 3/4'DIAGONAL SLOTTED MOLE N THE 3"X 3"PLATE WASHER IS ALLOWED NTH A a
BNDRY. BOUNDARY M.E,Z MASONRY EXPANSION JOINT TEST SHALL BE TUE A•. '.NCIH -�CYLINDERS MADE FROM THE SAME STANDARD CUT WASHER UT H
SNOW LOAD DESIGN DATA �j
B.O. BOTTOM BE MEZz. MEZZANINE SAMPLE AND TESTED A ...RED i -`HTIWAL MINDERS MAY BE MADE FOR
Ct=1
=20 PPFPT=14 PPFCo=
B.O.E. BOTTOM OF EXCAVATION MFR MANUFACTURER Pg , , 1.0.is=1.0, .0. REFORMATION REGAR SONING REMOVAL,STRENGTH DEVELOPMENT,OR 0610.1 JET AM ffAY HANGERS
8.0.F. BOTTOM OF FOOTING MON, MINIMUM OTHER PURPOSES.CCNJ;a, BE A :- IF: JOIST AND BEAM HANGERS AS NOTED IN THE PLANS SHALL BE AS MANUFACTURED NY
MISC. MISCELLANEOUS WINO DESIGN DATA(UPLFT): 1.NO TEST FALLS .. OW THE•' •FlED STRENGTH
BROG B - - SMPSON STRONG-TIE.EQUIVALENT HARDWARE MAY BE USED H1H PRIOR APPROVAL BY
BRG BEARINGNG) MTI_ KETAL BASIC WINO SPEED 120 MPH(ULT.)93 MPH(ASI)) 2 THE AVERAGE O • O 3 CONSECUTIVE TESTS DOES NOT FALL ENGINEER O RECORD.JOIST AND BEAM HANGERS SHALL BE PER PLANS OR DETAILS
BOLL BOTTOM BAND IMPORTANCE FACTOR Ix=1.0 BELOW THE MEETING THED ABOVE
BIM. BETWEEN (N) NEW MND EXPOSURE: EXPOSURE B CONCRETE NOT ABOVE CRITERIA SHALL BE SUBJECT TO FURTHER TESTING
N.LB. NON-LOAD BEATING TOPOGRAPHICAL FACTOR KXL=1.0 AT NO ADDITIONAL EXPENSE TO THE OVER.
C CAMBER NO. NUMBER INTERNAL PRESSURE COEFFLCIENTI GCpi=+/-0.18 06104: ITE IN AGE 6 WOOD FRAMING
CARB. CAMBER(ED) ELS NEAR SIDE COMPONENT/CLADDING MND PRESSURE: P(C)=25 PSF RESHORING WERE REQUIR ' TO AO 301 SECTION 4.6. SUBMIT SHRINKAGE IN 00000 FRAMING IS DUE TO LOSS MOISTURE CONTENT AND TO
N.T.G. NOT TO SCALE
PROPOSED RESTORING THEE R BE RECORD FOR RENEW. COMPRESSOR OF ASSEMBLIES OF WOOD COMPONENTS. PLUMBING ELECTRICAL,AND 2 '..
CANT. CANTLEVER(EO) MECHANICAL SYSTEMS AS WELL AS EXTERIOR FINISHES SHALL BE DESIGNED AND BUILT r7 SO-1 (3)1X8 @(1) 1 _�_`�
O CUBIC FOOT N.W.CNONMAL WEIGHT CONCRETE EARTHQUAKE DESIGN DATA: TO ACCOMMODATE 1 4 NCH PER FLOOR X000 SHRINKAGE.THE USE W KRN OTO % TRW RM POST s3✓ S
CI.P. CAST IN PLACE SEISMIC IMPORTANCE FACTOR le=1.0 CHAMFER ALL EOPOSED RS PER ITECTURAL PLANS OR 3/4 INCH IF NOT / •V RAL ��c
C1 CONSTRUCTION DONT O.0 ON CENTER SPECTRAL RESPONSE ACCELERATORS Ss=7.004 Si=0.442 SPECIFIED BY THE ARCHI LUMBER AND PROVIDING A DRYING PROCESS TO THE FRAMING MEMBERS PRIOR TO _ :
CL CENTER UNE OD. OUTSIDE DIAMETER SITE CLASS SITE CLASS 0
APPLICATION OF FINISHES WILL HELP CONTROL BUT WILL NOT ELINNATE 9E8NKAGE. z m /w „)
COL BELOW R'i
E.G. CEIUNG O.F, OUTSIDE FACE SPECTRAL RESPONSE COEFFICIENTS SOS=0.735 SDI=0,4fi - u, "4
CCR. CLEAR OH, OPPOSITE HAND SISMIC DESIGN CATEGORY: SEISMIC DESIGN CATEGORY D III l�����i�� 012
COL COLUMN OPNG OPENING BASO FORCE RESISTING SYSTEM BEARING WALL SYSTEM 06160 WOOD SHEATHED lxP, 44•' t d.?<1)51r
� S.
CONC CONCRETE OPP. OPPOSITE( ) DESIGN BASE SHEAR Co=0.120 W 05100 RENFORGNC STEEL STRUCTURAL WOOD SHEATHING PANELS SHALL HAVE APA GRADE TRADEMARK OF THE �1. �� 1' 1yjD3Y 1�y
CONN. CONNECTION ORNT. ORIENTATE ION RESPONSE MODIFICATION FACTOR R=6.5 LIGHT-FRAME WALLS) REINFORCING STEEL OCTAL AND PLACEMENT SHALL BE PER AC AMERICAN PLYWOOD ASSOCIATION.MOW SHEATHING PANELS SHALL BE C-D INT APA II' "II 1,
WREST. CONSTRUCTION OSB ORIENTED STRAND BOARD ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE 318-05,RENFORCING S ALL M E FOLLOWING REQUIREMENTS WITH EXTERIOR GLUE(COX).ORIENTED STRAND BOARD(OSB)PANELS SHALL BE 3 -.. _ 3
CONT. CONTINUOS OWL OPEN WEB JOIST _ EXPOSURE 1.PANELS SHALL HAVE THE FOLLOWING THICKNE SPAN RATING.AND
CTSC COUNTERSINK 0300 GEOTEO*RCAL/FORMATION FASTENING UNLESS NOTED OTHERWISE PER PLAN: -1 VIII SD-1
PAR. PARALLEL EARTHWORK AND FOUNDATIONS ARE TO BE CONSISTENT WITH THE GEOTECHNICAL ASTM A-615 DEFORMED U GRADE 40 0 KS)FOR(3 BARS ONLY II 12 7 y
CTR CENTER(AR) ASTM A-615 DEFORMED B •GRADE 60 60 EDGE FlFLS
ENGINEERING RECWMENDATIWS ALL FOUNDATIONS ARE TO BE FOUNDED ON KS)FOR(4 BARS AND LARGER
CY CUBIC YARD P/C PRECASTNAILS NAILSD
rte. v
PEN PANEL EDGE NAIL COMPETENT NATIVE MATERIAL OR BY OTHER MEANS AS DEFINED BY A LICENSED - USDA A-706 DEFORMED BA 60 KS)FOR ALL WELDABLE BARS < I•-
ROOF: 3/16" 20 EDS APA COX TAG 8d AT 6" 8tl AT 1 2x8 0 RAMI o o IS
PERP. PERPENDICULAR GEOTECHNICAL ENGINEER ASTM A-185 SMOOTH BAR(I WELDED WIRE FABRIC CCM FRAMING Ei �
d PENNY(D PL PULE FLOOR 3/4"APA RATED STURD-I-FLOOR OSB 40/20 MG tOd AT 6" 10d AT 17 o
DB DROPPED BEAM CONVENTIONAL.FOUNDATIONS HAVE BEEN DESIGNED WITH THE FOLLOWING PARAMETERS REINFORCING FOR SLABS ON GRADE SHALL BE 6X6 61.4001.4 WELDED WIRE FABRIC OR SHEARWALL:7/16"C-D W/EXTERIOR GLUE SEE SCHEDULE SHEET 51.1
OBA DEFORMED BAR ANCHORS BE PROPERTY UNELEDGER A A
DBL DOUSE PLN PLAN ALLOWABLE BEARING PRESSURE 2000 PST FIBER MESH UNLESS NOTED OTHERWISE.PROVIDE LAP SPLICES PER THE LAP SPLICE - - t' p10
PLMBG PLUMBING ACTIVE EARTH PRESSURE(YETLUING) 35 PO SCHEDULE O7 9/CET 56.0.RENFOftCNG STEEL AT ALL WALLS SLABS,AND FOOTINGS ALL ROOF AND FLOOR SHEATHING PANELS SHALL BE INSTALLED FACE GRAIN
'-
DON DEMAND CRITICAL HELD -PLYWD. PLYWOOD ACTIVE EARTH PRESSURE AT- 50 PCF SHALL BE CONTINUOUS AROUND ERS ELSE CORNER BARS MALL BE PROVIDED. PERPENDICULAR TO SUPPORTS AND N A STAGGERED PATTERN UNLESS NOTED OIHERWS
DEPT. DEPARTMENT ( RES'n PER PLAN BLOCKING AT INTERMEDIATE FLOOR AND ROOF SIEAT/ONG JOINTS SHALL NOT us
DET, DETAIL PSF POUNDS PER SQUARE FOOT PASSIVE EARTH PRESSURE 350 PCF BE REQUIRED UNLESS NOTED OTHER SE PER PLAN.SHEARWALL SHEATHING SHALL BE n
OF DOUGLAS no P9 POUNDS PER SQUARE INCH COEFPRENT OF FRICTION 035 COVER REQUIREMENTS SHALL BE OLLOWS UNLESS NOTED OTHERWISE: BLOCKED AT ALL EDGES W1H 2X OR 3X FRAMING PER SHEARWALL SCHEDULE
DIA. DIAMETER P.T. PRESERVATIVE TREATED SOL PROFILE SITE CLASS 0
N CONCRETE CAST AGAINST EARTH _ 3
AG PT POST TENSIO
DIAGONAL (m) ALL FOUNDATION INSTALLATIONS ARE SUBJECT TO APPROVAL OF THE LOCAL BUILDING AU.BAR SZES Y SCALE 1/4 1 (Y
D 6 0
DIAPH, DIAPHRAGM
DIN. DIMENSION QTINSPECTOR ORA LICENSED GEC/TECHNICAL ENGINEER FORMED SURFACE EXPOSED TO EARTH OR WEATHER
ON. DOM /5
QUANTITY (5 AND SMALLER 11/2 1 DECK FRAMING PLAN IA
D.O. DITTO(REPEAT) R. RADIUS 01400 NSPECT0lS AFD SPECIAL NSPECTKTNS 4
OP. DEEP RAD. RADIUS THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL INSPECTIONS REQUIRED PRIORINFORCNG STEEL SHALL' •RA7ELY PLACED AND ADEQUATELY SECURED IN PLACE ARCHITECTURAL MANUFACTURED RAIL SYSTEM AND CDINECTIOI SEE ARCHITECTURAL MANUFACTURED RAR SYSTEM AND CONNECTION 5 <P
RE REFERENCE TO CONCRETE PLA• • NFORONG STEEL SHALL NOT BE FIELD BENT EXCEPT
D.S. DRAG STRUT BY THE LOCAL BUILDING DEPARTMENT. '-
OWG DRAWING(S) REF. REFERENCE AS NOTED IN THE DES. MELON REINFORCING STEEL SHALL NOT BE .I.r V"' m LI
TANF. RENFORCEMENT LNG PERMITTED WITHOUT PRIG O' ONFER OF RECORD EXCEPT AS NOTED
FOR ALL FLASHING DESIGN BY OTHERS-DEFERRED SUBMITTAL FOR ALL RASING DE9ON BY OTHERS-DEFERRED SUBMITTAL a
OWL DOML(S) ( ) SPECIAL INSPECTIONS ARE NOT REQUIRED FOR GROUP R-3 OCCUPANCIES UNLESSDETAILS ENGNEER OF RECORD TO RENEW RAIL i DETAILS ENGINEER OF RECOAO TO REVIEWCONSTRUCTER
RAIL a ti
REQ. REWIRED ON THE DESKiN DRAWN. CSIPACTIM FOR RN CONSTRUCTION 1 CONNECTER FOR RW CONSTRUCna
RF. RIGID FRAME OTHERWISE REQUIRED BY THE BUILDING OFFICIAL 1
(E) DOSING RD. ROUGH OPENING COPATABUIT, - COIPATABNIY, §' rc Ir
EA EACH R.S. ROUGH SAWN 040:STRUCTURAL A85ERVATION ,.. 0 PER PLAN $ w ix
E.E. EACH END STRUCTURAL OBSERVATION IS NOT REWIRED. 06071:PRESERVATIVE TREATED IOW PRODUCTS I (�� a z
PRESERVATIVE TREATED MUCO SHALL BE REQUIRED FOR ALL WOW THAT FORMS THE P.T.1X6 DIAGONAL BRAC JOIST0.131XY NMS
E.F. EACH FACE SCH. SCHEDULE 0402:QUALITY ASSURANCE REQUIREMENTS STRUCTURAL SUPPORT OF THE BUILDING.BALCONIES PORCH OR SIMILAR PERMANENT W/(3)8dEk NT. CG TO BEAM LOTS D DTIII HARDWARE d I I u
El E%PAN90N JOINT 50. STRUCTURAL COMPOSITE 8000 S B1CG 70 JOIST LOCATED IN 00NG BAY z
EL ELEVATION THE QUANTY ASSURANCE PLAN SHALL BE TO VERIFY THAT THE O MEDAL INSPECTIONS BUILDING APPURTUNENM L TO THE WEATHER WITHOUT ADEQUATE �_ 'v___/ BUM TO BEAM BBAROSNDE BLOWING BOTH
ELEV. ELEVATOR SOLED, SCHEDULE NOTED IN SECTION 01400 AND THE STRUCTURAL(ENERVATION NOTED IN SECTION 01401 PROTECTION FROM A NO F;. OR OTHER COVERING TO PREVENT
EYED. ELEVATOEN1) SHT. SHEET HAVE BEEN COMPLETED AND THAT SUPPORTING DOCUMENTAON NOTED IN SUCH SECTIONS MOISTURE OR WATER ACCUMULATION AT THE SURFACE OR AT JOINTS BETWEEN MEMBERS. -,,0:1 " -
EN EDGE NAIL SA. SMILAR HAS BEEN PROVIDED. ��I1.T' �F (r ri• •I>«�ern•
ENG ENGINEER 5.1 SHRINKAGE CONTROL JOINT ALL M000 INSTALLED ABOVE GROUND AND RESTING ON AN EXTERIOR CONCRETE CR a~WW '/ Q_-�IIU01 I �f �f Q iHIUIII
SNOW. SKEW(ED) QUALITY ASSURANCE PLAN IS NOT REQUIRED FOR STRUCTURES OF LIGHT WOOD FRAMING MASONRY FOUNDATION W B INCHES FROM EXPOSED EARTH. �Iaa+ AAAA P A A �_AAAA
ED.
EQUAL EQUIPMENT S.O.E. SLAB ON GRADE WITH DESIGN SPECTRAL RESPONSE AT SHORT PERIODS Sds,NOT EXCEEDING 0.508 .•..>' «s, - s;p><
E.W. EACH WAY SPC. SPACE(S)(LNG) POSTS CR COLUMNS SU...," NG PE, 1_,T STRUCTURES AND SUPPORTED BY A
SPEC. S'EC07CA710N(5) QUALITY ASSURANCE PLAN IS NOT REQUIRED FOR WINO EXPOSURE B WERE BASIC WINO CONCRETE SALT OR FOO10R.`THAT ISI .:'.CT CONTACT WITH THE EARTH.EXCEPT; IA Cn
EXP. EXPAN90N .JOIST BLOC/CNC ,TT2Z PER PIAN DMZ PER PLAN
EXST. EXISTING SQ SQUARE SPEED IS LESS THAN 120 MPH. .,k. .15 I. v ..1
EXT, EXTERIOR STD. STANDARD 1. IF LOCATED IN BASE METE PIER OR METAL PEDESTAL 1 INCH 2)0.227 OA.LedgqcGy IRA FE:ARCH •Y••4
STGR STAGGER SUMMARY:A QUALITY ASSURANCE PLAN IS NOT REQUIRED BY CODE FOR THIS ABOVE THE SAB AN THEREFROM BY AN IMPERVIOUS MOISTURE ASTNERS w/Y uric
(�
FAR FABRICATION STIFF. STIFFENERS) STRUCTURE. BARRIER PENETRATION TO RN AT JOISTS PER PLAN O1CG W/A31 EA
FB FLUSH BEAM STIR STIRRUP(5) 19 0.0 STAGGERED SIDE EA ENO
EA1 1)1
EDN. FOUNDATION STI_ STEEL 2. IF IN AN ENCL.'' 'AM SPACE OR AN UNEXCAVATED AREA WITHIN THE PER PLAN VJ
F.F. FINISH FLOOR STRUC STRUCTURAL 01700 EXECUTION REQUIREMENTS BUILDING SUPPORTED BY A CONCRETE PER OR PEDESTAL MOREBEAM
•T LEDGER il SQUARE POST TO MATCH /�
STRUC7. STRUCTURAL INSTALLATION OF ALL STRUCTURAL COMPONENTS SHALL BE AS REQUIRED PER ALL LOCAL THAN 8 INCHES .•r.GROUND AND SEPARATED MEREFROA BY AN •'NDE DTIII ASV.AT NOTE; TH
FI�II
FIN. FINISH(ED) REALM TO POST M/PC
FLG FLANGE SAP. SUSPENDED(TION) OWES IMPERVIOUS MOSTU16 FEET MAX QC LedgcLy Fasteners Mil H POST CAP r.�..4
FLA FLOOR SWIM. SYMMETRICAL LOCALE ASSY.WHIN 4 be pc ICC ESR-1078 V
01000:SITE CONSTRUCTION 3 SLEEPERS AND •� .CN GRADE THAT DOES NOT HAVE AN FEET OF EACH END OF
FN FIELD(FACE)NAIL OIX
F.O. FINISHED OPENING T. TOP ALL SITE CONSTRUCTION SHALL BE CONSISTENT NTH THE GEOTECTOCAL ENGINEERING NPERVIWS MO SEP _.+ WTI EXPOSED EARTH.
F,0.0 FACE OF CONCRETE TAB. TOP ANO BOTTOM RECOMMENDATIONS AS NOTED IN THE GEOTECHNICAL ENGINEERING REPORT(SEE SECTION SONE:3/4"=1'-0" ` SCALE 3/4"=1'-0•
ROM. FACE O MASONRY TEMP. TEMPORARY 01300)AND IN SUBSEQUENT DIRECTIVES 4, LEDGERS AND FU' ED Di P Y TO THE INTERIOR OF EXTERIORCd
F.O.S. FACE O'STUD TIM. MNWE AND GROOVE CONCRETE°�M '�" ' ' °• ' 2 TYPICAL DECK DETAILS 3 TYPICAL DECK DETAILS
FLOW FACE OF WALL 1HIC THICK(NESS) 02260:EXCAVATION 51JPPORT AN PROTECCAFD
ERM. FRAME(ING) MED.RD, THREADED EXCAVATION FOR FOUNDATIONS SHALL BE PER PLAN DOWN TO UNDISTURBED NATIVE PRESERVATIVE TREATMENT SHALL BE PER AMERICAN WOOD PRESERVERS ASSOCIATION
F.S. FAR SDE TN TOE NAIL MATERIAL PER THE GEOTECHNICAL ENGINEERING RECOMMENDATIONS. OVER-EXCAVATED (AWA)SPECIFICATION C2 AND C9 OR APPLICABLE STANDARDS. (1.)
LO.S TOP OF SHEATHING(SLAB)
AREAS SHALL BE BACKFILLED MTH LEAN CONCRETE OR PER GEOTECHNICAL POST fHRAC RS FOR KOH:PRONOE ��
FT. FEET(FOOT) POSTS EXCEDNG 7 BRACE ON ONE SIDE
FRTW FRE RETARDANT TREATED NOM T.O.W. TOP OF WALL RECOMMENDATIONS AT THE CONTRACTORS EXPENSE. ALL FASTENERS(NAILS.BOLTS.ANCHOR PLATES HANGERS ETC)N CONTACT
STD_
00TH TREATED LUMBER STANT G-185 HOT DIPPED GALVANIZED FEET TALL 5/7 DIA X 6 1/2"LAG BOLT AT EN)POST 0
FTG FOOTINGTRANSU. TRANSVERSE
T.O.S. TCP OF STEEL EXCAVATION DOPES SHALL TM BE SAFE AND SHALL NOT BE GREATER THAN THE UNITS PER ASA153 OR STM (CIR9X)-(ITP) CONDITION
a
GA GAUGE TTP, TYPICAL SPECIFIED BY LOCAL,STATE,AND NATIONAL SAFETY REGULATIONS .
". OE BRAC(TIP)
POSTS F-1
CMN GALVAUZE(0)
GB GRADE BEAM U.N.O. UNLESS NOTED OTHERWISE
INSTALLATION O CONSTRUCTION SHORING.IF REWIRED.SHALL BE PER THE SHORING x�, t�
OB CAME LAMINATED BEAM U/5 UNDERSIDE ORAWNGS NOTES AND SPECIFICATIONS t.. AEUONG PER 1-=)
GRD, GRADE 06100 ROUGH MAIM ARCH.
0 ice+ ZO
GMB GYPSUM WALLBOARD V. VERTICAL SAMA LUMBER SHALL LUMBER INSPECTOR BUREAU(WCUB) 2i BDG /G'L'�)
GYP. GYPCREIE VERT. VERTICAL "(FADING AND DRESSING N EDITOR. SAWN LUMBER SHALL BE S45 F--i y
VW VERIFY IN FIELD AND SURFACED DRIED,19 T MOISTURE CONTENT. PROTECT LUMBER I U
B. HORIZONTAL FROM WEATHER AND'PRONOE FOURTH G OF ASSYIED FRAMING TO MINIMIZE ��
HD HODOWN W WIDE(MDTH) WOOD SHRINKAGE POTENTIALVL1 LU EXPOSED AT WEATHER OR IN CONTACT 00TH AA�/A'A�� �i�AA
H.D.G. HOT°PPM GALVANIZED W/ NTH CONCRETE OR MASONRY S ALCIE PRESERVATIVE TEATED U.N.O.PER PLAN. LUMBER A'd Y�4 cu 0
HER HEADER W/O MTHaT SPECIES.GRADE.AND PROPERIE5 FOR EACH US/LOCATION SHALL BE AS FOLLOWS lallir ® I CC 1 1 p
NOR HANGER 000. WOW U.N.O.PER PLAN/SCEDU FI
HORZ, HORIZONTAL W.H.S. WELDED HEADED STUDS
HORIZ HORIZONTAL W.P. WORK PONTFB Fr Fly Fc E ;� - .--H CI
HR HEADER W.F. WELDED STUD USE/SOCATION SPECIES ' (PS)(PS) (PS) (PS)(PS) •Y--1 Cd O
FMB. MCR STRENGTH BOLT W(, WEIGHT 'IXC 2512 S .c"I C'
2X,3X HEM-FIR NaN0. 't 850 150 405 1300 1.3E6 O�x
HL HEIGHT W.W.F. WELDED WIRE FABRIC • AT 19 0.G MM N 'GGfH$f-L.
I.D. INSIDE DIAMETER X-STG EXTRA STRONG �'
I.E. REVERT ELEVATION %X-STC DOUBLE EXTRA STRONG LEDGERS LSC SIMMER TO NII (r�1 F+
2X,3X DOUGLAS FIR-LAR• 900 180 615 1350 1.6E6 5/8"DIA LAG BOLT OR H P"I
LF. INSIDE FACE 4X DOUGLAS FIR-LARCH N0.. ;7000 180 625 1500 1.7E6 5/F MMU BOLT(CIRRI() ---
YD YARD
,i• RT.POST PER PLAN
BEAMS AND POSTS (MAX HEIGHT-10'-01 STRINGER TO DECK
4X DOUGLAS' P. 180 625 1350 1.6E6 NTS 3/4"=F-T" TALL POST BRACING SD 1
6X DOUGLAS '-e.'Or" •. 00 170 625 1000 1.6E6 _
4 NOT USED 5 TYPICAL DECK DETAILS