Plans a
MILBRANDT ARCHITECTS Bulletin
25 Central Way, Suite 210 • Kirkland, WA 98033
Tel: (425) 454-7130 • Fax: (425) 646-0945
Bulletin#: MA-12 Date: 8-17-2016 ATTACHMENTS: MA-12
Job Name: RIVER TERRACE Job No: 15-03
This bulletin is in response to a request from the City of Tigard regarding a 1/2"P.T. plywood
spacer strip being installed behind the deck ledger as shown on the attached MA-12 detail.
The attached MA-12 detail is approved by Milbrandt Architects to be used for the deck ledger
installation on the River Terrace project.
OFFICE E COPY
CITY OF TIGARD
REVIEWERFOR CODE COMPLIANCE
Approved:
OTC:
Permit#: o O aO>G
Address: � 1 $ 1) `'�` Lid
Suite#:
By: —}--- Date: g-as--Jf,
REVISION
Distribution: From: David Burnett
Polygon Northwest
Attn: Chris Walther
Phone: (360)695-7700
4
REVISION Orri-AcE ccPY
BUILDING PAPER
PRE-FLASHING, EXTEND 6"
ABOVE LEDGER, MIN.
I METAL Z-FLASHING TYPE B
> -T
SEE DETAIL 19/15
SPACED DECKING a--j-y\,_1
awavarmum ,wArrAnc.1 PT
P.T. 2x JOISTS
L - ]- SEE STRUC. FOR
CONNECTION DETAILS
I � -, P.T. 2x LEDGER
I
P.T. PLYWOOD FUR STRIPS
Yz" x 1Y2"-2" AT EVERY LAG.
• TYPE A FLASHING
!I� SEE DETAIL 19/15
\ PRE-FLASHING, EXTEND 2" BELOW LEDGER, MIN.
SIDING
BUILDING PAPER OR PRE-FLASHING;
EXTEND TO ABOVE DECK-TO-WALL FLASHING
DECK TO WALL FLASHING
SPACED 0DECKING
-1/2" _ �'-o" SECTION
R317.1.1.1 Field treatment/ Field-cut ends, notches and
drilled holes of preservative-treated wood shall be treated in
the field in accordance with AWPA M4
PROJECT NAME: RIVER TERRACE ARCH. JOB NO.: 1503 BULLETIN
DATE 08-16-16 SCALE: 1 1/2" = 1'-0" PAGE:
PREPARED BY: DAVID BURNETT REF. SHEETS: DETAILS MA-12
This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically.
4
C T ENGINEERING
180 Nickerson St.
INC
Suite 302
Seattle,WA 98109
(206)2854512(V)
(206)285-0618(F)
asolomon@ctengineering.com
BULLETIN
Date: August 17,2016 Number:CT-11 Project#: 15238
Project Name: River Terrace Attached: None
Subject: Deck Connection Detail(Spaced Decking)
Drawings Affected:
Description/Action:
This bulletin provides response to RFI, design clarifications and/or variation requests for the 'River
Terrace' project located in Tigard, Oregon.
Based on our review of Bulletin MA-12 (Deck to Wall Flashing—Spaced Decking), this is an
acceptable deck connection detail provided the fasteners attaching the ledger to the structure have
the required penetration to the rim/blocking per the structural deck details.
E0 PRo"
\..,G 1Ni,
ii F. •
d
4 ' S
RECNk
‘17:40:1 . 2 2 ,�c1
T Go
08/17/2016
CALL WITH ANY QUESTIONS
Issued by: Arnold R. Solomon Date: Aug. 17,2016
Distribution:
Contact Information:
Chris Walther Polygon Northwest Company .
Angela Graiewski Polygon Northwest Company
David Burnett Milbrandt Architects
R:115238 River Terrace\Bulletins\15238_2016.08.17 CT11_Deck Connection Detail(Spaced Decking).doc
Structural Engineers
TS
T�l�- °� p401Oa
11111111111
A�� 2016
-.4141111110h111111111111 0.�i �'�L .4J :,r '�' al t'V 0 !G Ami b r4enct t
rchrtts
r �.�tL IC 2fGenirJWuy .310
Li i I Jc Idsa,w»eiligrata 913613
Web;Www.milbramilturr.b..cabt
— I
3..,
F 42 43471 P.324434822113
II
mmeminiumememmimm
ICICI 0 AUG n
m�—� I
,Ulionsommnimmuommme
KIRKLAND,WA.
iiiiiinnl
5556
��O 9TH OE 0�� •
_-[HI
ih.
_ _I■I_ _ - DECK
_ nm
DECK
MN MI •;7...7—, ' DECK
TiMI
7-1-11-1111-11111111111111 tarp
n n
4 ,.
/ . f.,„,,, N
1 , ,,,z.,
.\\,,,
r, .
. ..
FL
!I II II
h 1 ='
rJ I I ,-I-1-,
a� r-
DROP DISTANCE FOR DROP DISTANCE FOR FOOTINGS
e 7
FOOTINGS AND VERTICAL SINGLE FAMILY DECK REAR ELEVATION AND VERTICAL LENGTH OF DECK SINGLE FAMILY DECK SIDE ELEVATION
SINGLE FAMILY DECK SIDE ELEVATION LENGTH OF DECK POSTS POSTS VARIES VARIES. 1/4'-1'-0' ++ c
tV
0
w
R e
0 D
13)
W .E
co
LL o u
C
6._Q. 0.
•
L -
e,-0' 6'-0" 0 0
MANUF.RAILING SYSTEM (3)228 P.T. um, 0 - '
t / SURFACE OR FACE-ATTACHED (i)2x8 TRIM - ,OTi22 RAIL POST LI.
18"x18'x10-FTG. — 4x4 PT POST
o3 ® ® SUPPORT POST BELOW W/(2)N4 EW I III1 i1EC2..I..1II'. AAC4 POST CAPBU44 POST E ',
Deck III ' LL.. It
------—
on-2z ABOVE
34 SPACED DECKING O2Z
DTT2Z
O
(3)2x8 P.i.&
ii 8 TRIM I (3)28PT@ CD
P-T-1x6 4.
DIAGONAL dia MUM CO
P.T.2x LEDGER BRACE,TYP.
up d
SINGLE FAMILY DECK FLOOR PLAN SINGLE FAMILY DECK FRAMING PLAN LL c
1/4'-1'-D'
Z
CD C
o
0) CD
0
CO a
1
5 Job No.. 12-11
i Sheet No,
heet Omer: ASD _
SAl
As
1 ABBREVIATIONS 2 STRUCTURAL NOTES
a AND IN. INCHE(s) 01[00:GENERAL REQUIREMENTS 030013 CONCRETE 06102 FRAH M NOTESo
o AT INFO. INFORMATION THE STRUCTURAL NOTES SUPPLEMENT THE PLANS AND SPECIFICATIONS ANY CONCRETE CONSTRUCTION SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE FRAMING CONNECTORS,ACCESSORIES AND FASTENERS AS NOTED IN 7HE PLANS AND 4 ROUGH FRAMING NAILING SCHEDULE
FEET(FOOT) INT. INTERIOR DISCREPANCY FOUND BETWEEN THE DRAWINGS NOTES SPECIFICATIONS SITE CONDITIONS STANDARD AQ 318-05'BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE'. DETAILS SHALL BE AS MANUFACTURED BY SIMPSON STRONG-TIE.EQUIVALENT HARDWARE m
• INCH(INCHES) AND ARCHITECTURAL PLANS SHALL BE REPORTED TO THE ARCHITECT WHD SHALL MAY BE USED WITH PRIOR APPROVAL BY ENGINEER OF RECORD.INSTALL ALL HARDWARE 60%01 FRAM NALNG SOFDOE ON 1EU OF SC TAMC 228(31)
A PWN`�,NUMBER JOT. DST CORRECT THE DISCREPANCY IN%STING.ANY WORK COMPLETED AFTER DISCOVERY OF CEMENT AND CONCRETE SHALL CONFORM TO IBC SECTION 1903.ADMIXTURES SHALL BE PER MANUFACTURERS SPECIFICATIONS WHERE STRAPS CONNECT TWO MEMBERS RI
EQUAL(S) JT. DONT THE DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. REFER TO APPROVED BY THE ENGINEER OF RECORD AND SHALL COMPLY WITH AO 31B-05 SECTION TOGETHER PLACE HALF OF THE REQUIRED FASTENERS INTO EACH MEMBER PROVIDE COMMON FASTENING
/ PER ARCHITECTURAL PLANS FOR OPENINGS ARCHITECTURAL TREATMENTS,AND DIMENSIONS 3.6.CONCRETE EXPOSED TO FREEZING AND THAWING SHALL HAVE AN AIR ENTRAINING SOLID BLOCKING AT ALL BEARING POINTS SEE SECTION 06071 FOR FASTENER 1.DOST TO SIL OR CODER (3)0131'X 25'TOENALS U
K TOPS(1000) NOT SHOWN.CONSULT MECHANICAL PLANS FOR DUCTS MD PIPES ETC.NOT SHOWN. ADMIXTURE CONFORMING TO IBC SECTION 1904.2.THE USE OF WATER SOLUBLE CHLORIDE REQUIREMENTS AT TREATED LUMBER.TYPICAL NAILING NOT SHOWN PER PLAN.DETAIL,OR 2.BROOK TO DST (3)0131'X 2.5'TENAIL5 EA.END Z
A.B. ANCHOR BOLT ICN SHALL NOT BE USED. SCHEDULE SHALL CONFORM TO FASTENING SCHEDULE PER BC TABLE 2304.9.1 OR TO 3 1X6 OR LESS SATFLR TO LE (2)0131'X 2.5'FACE NAR - in
ABV. ABOVE UT. LATERAL THE CONTRACTOR SHALL PROWDE BRACING AND SUPPORT REQUIRED FOR TEMPORARY THE FASTENING SCHEDULE ON SHEET 51.1. 4.WIDER THAN 1X6 SUBRR TO.ST(3)0131•X 25'FACE NAIL
ADD. A0:TONAL LB, POUND(S) CONSTRUCTION LOADS ANO FOR STRUCTURAL COMPONENTS AS REQUIRED DURING THE CONTRACTOR STALL SUBMIT MIX DESIGNS TO ENGINEER OF RECORD FOR APPROVAL 5 Y SUBFLOOR TO JST/GIRDER (2)0148'X 325'01x0&FACE NAIL
ADJ. ADJACENT LB. LAG BLT(S) ERECTION.BACKFILL BEHIND WALLS SHALL NOT BE PLACED UNTIL THE WALLS ARE FOUR WEFTS PRIOR TO PLACING CONCRETE.MIX DESIGNS STALL BE RENEWED FOR NAILS SHALL BE COMMON UNLESS NOTED OTHERWISE COMMON NAIL DIYENSONS ARE AS 12J1I JOST TO TRP PLATE (I)0.148 X 325'AT 12'QC.TOENAIL o iALUM. ALUMINUM I.E. LONG(IT DINAL) PROPERLY SUPPORTED. CONFORMANCE TO IBC SECTIONS 1904 AND 1905. FOLLOWS:
24.01.1-UP GIRDERS AND BEARS (1)0146•x 3.35'AT 12'EA EDGE STAGGERED w
ALT. ALTERNATE LGM LENGTH THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK.THE CONCRETE MIX DESIGNS SHALL MEET THE FOLLOWING REQUIREMENTS: NAIL SIM DIAMETER LENGTH N H aad
s
ARAPPROECT(URLY) LOAF LIGHT GAUGE HORIZONTALZFRAMING CONTRACTOR SHALL BE RES'ONSOLE FOR THE COORDINATION OF THE EXCAVATION, cd
ARCH. ANSEMBLY(URAL) LLH LONG LLEGEG SHORING,AND OTHER RORK WITH ML UTILITIES AND ADJACENT PROPERTIES CALL THE 28 DAY MAX MAX AIR SPECIAL LOCATION 18dd 0.148' ZQ• N w o
ASSY BOTTOMASlY LLV LONG SLOTTED
VERTICAL UTILITY LOCATE SER'ACE PRIOR TO ANY WORK AT 1-800-332-2344. STRENGTH W C SLUMP ENTRAINMENT NPECTON AND C w
B. LSH LONG SLOTTED HOLE(S) / 12d 0.168' 325•
BEL BELOW LT.WL LIGHT WEIGHT fc(PS) RATIO (INCHES)(PERCENT) REQUIRED APPLICATIONrn.•
BEN BOUNDARY EDGE NAILING LW. LIGHT WEIGHT 16d 0.162' 3.5' L
01013 CODE REQIAREIEN75
B.F. BRACED FRAME 2500 0.45 421 021 NO FOOTINGS til°1
ALL DESON AND CONSTRUCTION SHALL CONFORM TO THE 2014 ORSC(2014 OREGON UNLESS NOTED BE 5/PER SHEARWALL SCHEDULE OR BANS ANCHOR BOLTS AT
BLDG BUILDING MAS MASONRY STRUCTURAL SPECALIT COOE)AS ADOPTED BY WASHINGTON COUNTY,OREGON. 3000 0.45 421 5tH NO EXTERIOR SAB ON GRADE, SILL PLATES SHALL BE 5/8'DIAMETER WITH Y MINIMUM EMBEDMENT INTO CONCRETE '4,41 c IN
OLE. BLOCK MASN. MASONRY DRIVEWAYS,CURBS WALKWAYS PATIOS PORCHES STEPS EXPOSED TO AND SHALL BE SPACED NOT MORE THAN 4 FEET APART. THERE SHALL BE A MINIMUM
61110 BLOODING MAT. MATERIAL 012013 OE9G110005 WIFAIHER AND GARAGE FLOORS OF TWO BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12'NOR LESS s ?
S.W. BELOW MAX. MAXIMUM LIVE LOADS 2500 0.50 5A1 031 NO ALL OTHER CONCRETE THAN 4.5'FROM EACH ENO OF THE PIECE. A YX3'X0.229'PLATE WASHER SHALL BE U Z E
BM. BEAM M.B. MACHINE BOLT DEQ((SNOW) 25 PSF PROVIDED FOR ALL ANCHOR BOLTS(DO NOT COUNTER-SINK PLATE WASHERS). A 13/16'
BIN BRIM MASONRY UNIT BOB METAL BUILDING MANUFACTURER ONE COMPRESSOR EE TEST MINIMUM SHALL BE COMPILED FOR EVERY 150 CUBIC YARDS OR
BN BOUNDARY NAILING MECH, MECHANICAL DECK(LIVE) 40 PSF 5000 SC MARE FEET OF SURFACE AREA FOR EACH MX DESIGN PLAMD EACH DAY.A X 1 3/4'DIACONAL SLOTTED HOLE N THE Y X Y PLATE WASHER IS ALLOWED WITH A N m N
BNDRY. BOUNDARY IAEA MASONRY EXPANSON JOINT SNOW LOAD DESIGN DATA: TEST SHALL BE THE AVERAGE STRENGTH OF TWO CYLINDERS MAGE FROM THE SAMESAMPLE AND TESTED AT THE SPECIFIED Y BE MADE FOR STANDARD GUT WASHER.
B.O. BOTTOM OF MEZL MEZZANINE Pg=20 PS".PF=14 PSP,Ce=1.0 Is=1.0.CI=1.0. INFORMATION REGARDING POS TTENSONING,FORM ADDITIONAL CYLINDERS
SNTRENGTHAOEV£LOPMENT,OR 06102 DOST AND REAM HANGERS �.
BALE. BOTTOM OF EXCAVATION MFR. MANUFACTURER
B.O.F. BOTTOM OF FOOTING MIN. MINIMUM OTHER PURPOSES CONCRETE SHALL BE ACCEPTABLE IF:
BRDG. BRIDGE(ING) PESO MISCELLANEOUS WIND DESIGN DATA(UPLIFT): 1.NO TEST FALLS 500 PSI BELOW THE SPECIFIED STRENGTH DOST AND BEAM HANGERS AS NOTED IN THE PLANS SHALL BE AS MANUFACTURED BY
DRG, BEARING MT_ METAL BASIC WIND SPEED: 120 MPH(ULT.)93 MPH(ASO) 2.THE AVERAGE OF ALL SETS OF 3 CONSECUTIVE TESTS DOES NOT FALL ENGINEER OF RECORD.DST AND SMPSON STRONG-TE EWNALED HARDWARE YAY BE USED W1T1 PRIOR APPROVAL BT U
BTM. BOTTOM NINO IMPORTANCE FACTOR: 1e=1.0 BELOW THE SPECIFIED STRENGTH,
BEAM HANGERS SHALL BE PER PLANS OR DETAILS.
BMW. BETWEEN (N) NEW WIND EXPOSURE: EXPOSURE B CONCRETE NOT MEETING THE ABOVE CRITERIA SHALL BE SUBJECT TO FURTHER TESTING
N.LB. NON-LOAD BEARING TOPOGRAPHICAL FACTOR Kot=1.0 AT NO ADDITIONAL EXPENSE TO THE OWNER 06101; OF wOm FRAIM6
C CAMBER NO. NUMBERNIERNAL PRESSURE COEFFICIENT': GCpi=+/-0.18 SHRINKAGE IN WOOD FRAMING IS DUE TO LOSS OF MOISTURE CONTENT AND TO
CAME. CAMBERED) N.S. NEAR SDE COMPONENT/QADDING WIND PRESSURE: P(C)=25 PS RESUMING,WHERE REQUIRED,SHALL CONFORM TO ACI 301 SECTION 4.6. SUBMIT COMPRESSION OF ASSEMBLIES OF WOOD COMPONENTS PLUMBING.ELECIPoCAL,AND 2
CANT. CANfi.EVER EDN.T.S. NOT TO SCALE PROPOSED RESHONNG PLANS TO THE ENGINEER OF RECORD FOR REVIEW. ? SO-1 (3)2X8&(I) l .Q _
( ] N.W.C.NORMAL WEIGHT CONCRETE EARTHQUAKE DESIGN DATA MECHANICAL SYSTEMS AS NELL AS EXTERIOR FINISHES SHALL BE DESIGNED AND BUILT ��♦ o
CF WBIC FOOT 2X8 TRIM :� RAL POSE
CI.P. CAST IN PLACE SEISMIC IMPORTANCE FACTO( Ic=1.0 CHAMFER ALL EXPOSED CORNERS PER THE ARCHITECTIRAI.PLANS OR 3/4 INCH IF NOT TO ACCOMMODATE 1/4 NCH PER FLOOR WOOD SHRINKAGE.THE USE OF KILN DRIED i M1 448' 3
O.C. ON CENTER SPECTRAL RESPONSE ACCELERATIONS Ss=1.004 SI=0.442 S'ECFlED BY THE ARCHITECT. LUMBER AND PROVIDING A DRYING PROCESS TO THE FRAMING MEMBERS PRIOR TO _• ( ') ��
Cl CONSTRUCTION JOINTCOL BELOW _ . - - o Ai
CL CENTER UNE 0.0. 00190E DIAMETER SITE CLASS SITE CLASS 0 APPLICATION OF FINISHES WILL HELP CONTROL BUT WILL NOT ELIMINATE SHRINKAGE. n Z e ,w
cm O.F. OUTSIDE FACE SPECTRAL RESPONSE COEFFICIENTS S)5=0.735 SDI=M46
CUR CLEARG O.H. OPPOSTE HAND SEISMIC DESIGN CATEGORY: SEISMIC DESGN CATEGORY D )� I���I . ed2� _•�•
COL COWAN OPNG. OPENING BASIC FORCE RESSONG SYSTEM: BEARING WALL SYSTEM 06160 WOOD SEATING r?� 49 in
CONE. CONCRETE OPP. OPPOSITE DESIGN BASE SHEAR: Cs=0.120 W 031013 STEEL STRUCTURAL WOOD SHEATHING PANELS SHALL HAVE APA GRADE TRADEMARK OF THE �j R �'7S}J
CONN. CONNECTION ORNT. ORIENTATE(IO B RESPONSE MODIFICATION FACTOR R=6.5(UGIT-FRAME WALLS) AMERICAN PLYWOOD ASSOCIATION.WOOD SHEATHING PANELS SHALL BE C-D INT APA r II �� IF
3 P (,
CONST. CONSTRUCTION OSB ORIENTED STRAND BOARD ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE REINFORCING8-05. STEEL DETAILING,FABRICATION,AND PLACEMENT SHALL BE PER ACI
CONT, CONTINUOS O.W.3 OPEN BOB LIST 318-05.REINFORCING STEEL SHALL MEET THE FOLLOWING REQUIREMENTS: WITH EXTERIOR OLE(RTX).ORIENTED STRAND BOARD(OSB)PANELS SHALL BE 3 ill
3
EXPOSURE 1,PANELS STALL HAVE THE FOLLOWING THICKNESS,SPAN RAIN AND
CRS. COUNTERSINK 01300 CEOTEO MORE NFORMATKN FASTENING UNLESS NOTED OTHERWISE PER PLAN: G' TU-1 VIII MI"'
CHR. CENTER(ED) PAR PARALLEL EARTHWORK AND FOUNDATIONS ARE TO BE CONSISTENT WITH THE GEOTECHNICAL ASTM A-615 DEFORMED BARS GRADE 40(fp40 KS)FOR 13 BARS ONLY EDGE FIELD m '" e
CY CUBIC YARD P/C PRECAST ENGINEERING RECOMMENDATIONS ALL FOUNDATIONS ARE TO BE FOUNDED ON ASTM A-615 DEFORMED BARS GRADE 60(4=60 KS)FOR 14 BARS AND LARGER NAILS NAILS
PEN PANEL EDGE NAIL COMPETENT NASVE MATERIAL OR BY OTHER MEANS AS DEFINED BY A LICENSED • ASTM A-70B DEFORMED BARS GRADE 60(11=60 KSI)FOR ALL WELDABLE BARS ROOF: 7/16'40/20 C-D APA CDX TAG 8d AT 6' Bd AT 12' tae 0 16'00 0
d PENNY(NMS)
PERP. PERPENDICULAR GEOTECHNICAL ENGINEER ASTM A-185 SMOOTH BAR(TORO KS)FOR WELDED WIRE FABRIC FLOOR 3/4'APA RATED SURD-I-FLOOR 05B 40/20 TAG 10d AT 6' 10d AT 12' DECKILW
FING I Ei w
PL PULE
OB DROPPED BEAM PL PROPERTY UNE CONVENTIONAL FOUNDATIONS HAVE BEEN DESIGNED WITH THE FOLLOWING PARAMETERS REINFORCING FOR SLABS ON GRADE SHALL BE 6x6 W1.4XWT.4 WELDED WIRE FABRIC OR 9HFMWALL:7/16'C-0 W/EXTERION 0.0E SEE SCHEDULE SHEET S.1
DBA
DEFORMED BAR ANCHORS PLN PLAN ALLOWABLE BEARING PRESSURE 2000 PSF FIBER MESH UNLESS NOTED OTHERWISE.PROVIDE LAP SPLICES PER THE UAP SPLICE u u EfDGFR u _ u u Q
PLMBG PLUMBING ACTIVE EARTH PRESSURE()SIDING) 35 PCF SCHEDULE ON SHEET 56.0 REINFORCING STEEL AT ALL WALLS SLABS AND FOOTINGS ALL ROOF AND FLOOR SHEATHING PANELS SHALL BE INSTALLED FACE GRAIN
DM DEMAND CRITICAL WELD PLYWOOD ACTIVE EARTH PRESSURE(AT-REST) SHALL BE CONTINUOUS AROUND CORNERS ELSE CORNER BARS SHALL BE PROVIDED.
PERPENDICULAR TO SUPPORTS AND IN A STAGGERED PATTERN UNLESS NOTED OTHERWSE
DEPT. EPARINENT 50 PCFPER PLAN.BLOCKING AT INTERMEDIATE FLOOR AND ROOF SHEATHING JOINTS SHALL NOT n
DET. DETAIL PSF POUNDS PER SQUARE FOOT PASFVE EARTH PRESSURE 350 PCF BE REQUIRED UNLESS NOTED OTHERWISE PER PLAN.SHEARWALL SHEATHING SHALL BE n
OF DOUGLAS RR PS POUNDS PER SQUARE INCH COEFFICIENT OF FRICTION 0.35 COVER REQUIREMENTS SHALL BE AS FOLLOW'S UNLESS NOTED OTHERWISE: BLOCKED AT ALL EDGES WITH 2%CR 3X FRAMING PER SHEARWALL SCHEDULEDIA TREATED P.T. PRESERVATIVE TREATED SOIL PROFILE STE CLASS 0
DIM. DIAGONAL PT POST TENSON(EO) CONCRETE CAST AGAINST EARTH SCALL 1/4'=1'E a
DAPI. DIAPHRAGM ALL FOUNDATION INSTALLATIONS ARE SU6.ECT TO APPROVAL OF THE LOCAL BUILDING ALL BAR SIZES Y p F
DIM. DIMENSION QTY. QUANTITY INSPECTOR OR A LICENSED GEOTECHNICAL ENGINEER FORMED SURFACE EXPOSED TO EARTH OR WEATHER 1 DECK FRAMING PLAN s s
DN. DOWN /5 AND SMALLER 1 1/1' =
00. DITTO(REPEAT) R RADIUS 01401 NSPECTIONS MN SPECIAL BRM ECTIGES 4
DP. DEEP RAD. RADIUS THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL INSPECTIONS REQUIRED REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN PLACE SEE ARCHITECTURAL MANUFACTURED RAIL SYSTEM NUI CONNECTION SFE ARCHITECTURAL YANUFACIURFD RAC SYSTEM AND CONNECTION
D.S. DRAG STRUT RL REFERENCE BY THE LOCAL BUILDING DEPARTMENT. PRIOR TO CONCRETE PLACEMENT.REINFORCING STEEL SHALL NOT BE FIELD BENT EXCEPT .�- u
DWG. DRAYµG(5) REF. REFERENCE AS NOTED IN THE DESIGN DRAWINGS WEEDING OF REINFORCING STEEL SHALL NOT BE FOR ALL FLASHING DESIGN BY OTHERS-DKPDIRaD S INOTTAL Y^• FOR ALL RASING WSW BY OARS-DEFERRED SUBMITTAL .-r"" r 1 °a
OWL DDWEL(5) BEINF. REINFORCEYENT(ING) SPECIAL INSPECTIONS ARE NOT REQUIRED FOR GROUP R-3 OCCUPANCIES UNLESS PERMITTED WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD EXCEPT AS NOTED DEWS ENGINEER OF RECORD TO REVIEW RAIL )I DETAILS ENOAsm OF RECORD m RESER HALL v
EEO. REWIRED ON THE DESIGN DRAWINGS CONNECTION FOR RIM CONSTRUCTION 1 I WNMCRON 1104 RW CONSTRUCTION
R.F. Popp FRAME OTHERWISE REQUIRED BY THE BUROING OFFICIAL 1`
(E) EXISTING R.O. ROUGH OPENING LOPATABWTY. COPATABWTC
EA EACH RS ROUGH SAWN 01401:50IUCTURAL OBSERVATION JOSS PER PLµ (P
E.E. EARL END STRUCTURAL OBSERVATION IS NOT REWIRED. 06071:PRESERVATIVE TREATED N000 PRODUCTS I `P n s
P.T.1X6 OAGGNA BRAC:
E.F. EACH FACE PRESERVATIVE TREATED WOOD SHALL BE REWIRED FOR ALL NOW THAT FORMS THE (3)0131X1'NAILS NOTE:F DTIII HARDWARE TO BEAM
o P X
E.3 EXPANSION JOINT SCH. SCHEDULE 01402 WAITY ASSURANCE SHALL
STRUCTURAL SUPPORT OF THE BUILDING BALCONIES PORCHES OR SAAR PERMANENT W/(3)Bd EA.671. DWGMAST m.OST LOCATED IN SECOND BAY Z u
EL ELEVATION SCL STRUCTURAL COMPOSITE 1000 THE WALLY ASSURANCE PLAN ST BE TO VERIFY THAT THE SPECAL INSPECTIONS GUIDING APPURTUNENCES THAT ARE EXPOSED TO THE WEATHER WITHOUT ADEQUATE j' n/
PROVIDE BLOCKING BOTH
ELEV. ELEVATOR
SIGHED. SCHEDULE NOTED IN SECTION 01400 AND THE STRUCTURAL OBSERVATION NOTED IN SECTION 01401 PROTECTION FROM A ROOF,EAVE,OVERHANG OR OTHER COVERING TO PREVENT BLKC TO BEAM BAYS
EMB[, ELEVATOENT) SAA SMEAR HAVE BEEN COMPLETED AND THAT SUPPORTING DOCUMENTAON NOTED IN SUCH SECTIONS MOISTURE OR WATER ACCUMULATION AT THE SURFACE OR AT JOINTS BETWEEN MEMBERS. ��I.I+s "..____ ti
EN EDGE NAILAS BEEN PROVIDED. a�UMIiW4n f4 jrTii•I S.J. If II =3 19#,
SKW. SEW(ED) QUALITY ASSURANCE PLAN IS NOT REQUIRED FOR STRUCTURES OF LIGHT WOOD FRAMING MASONRY FOUNDATION WALL LESS THAN 8 INCHES FROM EXPOSED EARTH. • - 8Mme.Fb5II A /kH O L1(,IIT
ED. EQUAL S.D.G. SAB ON GRADE WITH OESON SPECTRAL RESPONSE AT SHORT PERIODS Sds.NOT EXCEEDING 0.
EQPT. EQUIPMENT 004 - "' w`.'=
E.W. EACH WAY SPC SPACE(S)(INCA) POSTS OR COLUMNS SUPPORTING PERMANENT STRUCTURES AND SUPPORTED BY A • Cl)EXP. EXPANSION SPEC. SPECIFICATIONS) QUALITY ASSURANCE PLAN IS NOT REQUIRED FOR HIND EXPOSURE B WHERE BASIC WIND CONCRETE SLAB OR FOOTING THAT IS IN DIRECT CONTACT WITH THE EARTH.EXCEPT; [DIST BLOWNG I1 :112Z PER FLAN D1120 PER PLAN TJ,
EXST. EXISTING SO. SQUARE SEED IS LESS THAN 120 MPH. i!! 4=4.4.4EXT. EXTERIOR 5m. STANDARD 1. IF LOCATED IN BASEMENTS ON A CONCRETE PIER OR METAL PEDESTAL 1 INCH 2)0.228'0A erLoB 4 TRIM REAM ••1•••1
SIM. STAGGER SUMMARY:A QUALITY ASSURANCE PLAN IS NOT REQUIRED BY CODE FOR THIS ABOVE THE SLAB AND SEPARATED THEREFROM BY AN IMPERIOUS MOISTURE ASIENERS W/2'NO. (�
FAR FABRICATION STIFF, STFFENER(S) STRUCTURE. BARRIER. PFNEIRATION"TIO RIM AT JOSH PER RAN BUGC W/031 EA - �)
FR FLUSH BEAM 509. SIIRRUP(5) II- 1G 0.0 STAGGERED 90E EA ENO
EDN. FOUNDATION ST_ STEEL. 01700 EXECUTION REOI1tEJEN75 2. HF IN AN ENCLOSED CRAWL SACE OR AN BUMING PERIPHERY AND SUPPORTED BY A CONCAVATED CRETE PIERAOR AREA
MORE 'T 2X LEDGER SCON E PPO PER TIED MATCH
FBEAM INDTH
.F. FINISH FLOOR SIRUC. STRUCTURAL INSTALLATION OF ALL STRUCTURAL COMPONENTS SHALL BE AS REWIRED PER ALL LOCAL THAN 8 INCHES FROM EXPOSED GROUND AND SEPARATED THEREFROM BY AN WOE DTIII ASSY.AT xmE F(�Il
FN. FINISH(ED) STRIUCT. STRUCTURALW/PC
FM. FLANGE SUSP. SUSPENDED(TION) CODES IMPERWOUS MOISTURE BARRIER 16 FEET MAX 0.0 LWgerLaE Fasteners Skilti POST CAP
FUR FLOOR STUN. SYMMETRICAL LOCATE 0551:WHIN 4 be per ICC ESR-1078
02000 SITE CONSTRUCTION 3 SLEEPERS AND SLLS ON A CONCRETE SAB ON GRADE THAT DOES NOT HAVE AN FEET OF EACH END OF7.1
FN FIELD(FACE)NAL DECK
F.O.
FINISHED OPENING T. TOP ALL STE CONSTRUCTION SHALL BE CGNSSTENT WITH THE GEOTECHNICAL ENGINEERING IMPERVIOUS MOISTURE BARRIER SEPARATION WITH EXPOSED EARTH,
F.E.C. IMI
FACE OF CONCRETE TAB. TOP AND BOTTOM RECOMMENDATIONS AS NOTED IN THE GEOTECFOUCAL ENpNEERINC REPORT(SEE SECTION 4. LEDGERS AND FURRING ATTACHED DIRECTLYINTERIOR TO THE INTERIOR OF EXTERIOR SCALE:3/4 1-0' SGML 3/4'=1-0' 5
ECM. FACE Of MASONRY TEMP. TEMPORARY 01300)ANO IN SUBSEQUENT DIRECTIVES.
CONCRETE OR MASONRY WALLS BELOW GRADE.
F.O.S. TYPICAL DECK DETAILS 3 TYPICAL DECK DETAILS
OE FACE OF STUD LNG TONGUE AND GROOVE
F.E.W. FACE OF WALL INC THCKBIESS) 02260:EXCAVATION SUPPORT AND PROTECIgN
FRM. FRAME(ING) THRD. THREADED EXCAVATION FOR FOUNDATIONS STALL BE PER PLAN DOWN TO UNDISTURBED NATIVE PRESERVATIVE TREATMENT STALL BE PER AMERICAN WOOD PRESERVERS'ASSOCIATION
F.S. FAR SIDE IN TOE NAIL MATERIAL PER THE GEOTECHNICAL ENGINEERING RECOMMENDATIONS. OVER-EXCAVATED (AWPA)SPECIFICATION C2 AND CSI OR APPLICABLE STANDARDS
POST
BRACING FOR NOTE FT. FEET(FOOT) TOE TOP OF SHEATHING(SLAB) AREAS SHALL BE BACKFILLED WITH LEAN CONCRETE OR PER GEOTECHNICAL - POSTS IXC3DINC 7 BRACE OWN ONE SLOE
H +0
FRTW FRE RETARDANT TREATED 6000 T.G.W. TOP OF WALL RECOMMENDATIONS AT THE CONTRACTOR'S EXPENSE. ALL FASTENERS(NAILS.BOLTS ANCHOR BOLTS,PLATES HANGERS,ETC.)N CONTACTO
FIG. FOOTING TRANS/. TRANSVERSE 11TH TREATED LUMBER SHALL BE CORROSON RESISTANT G-185 HOT DIPPED GALVAMZED FEET TALL 5/B"CIA X 6 1/1'LAG BOLT AT DO POST U
T.O.S. TOP OF STEEL EXCAVATION SLOPES SHALL BE SAFE AND SHALL NOT BE GREATER THAN THE UNITS PER ASTM A153 OR STAINLESS STEEL (OR4NI)-(TIP) COmI1KA1 ).-T
GA GAUGE TIP. TYPICAL SPECIFIED BY LOCAL,STATE,AND NATIONAL SAFETY REGULATIONS
4X6 BRACE
GAY, GALVANIZE(0)
ONE BRACE ATEND POSTS Pa
GB. GRADE BEAM U.N.O. UNLESS NOTED OTHERWISE INSTALLATION OF CONSTRUCTION SHORING,IF REQUIRED,SHALL BE PER THE STORING .--R r0,__,""
GID GLUE LAMINATED BEAN U/S UNDERSIDE DRAWINGS NOTES AND SPECIFICATIONS. DECKING PER
"••H
x
SHORING,D. GRADE 061013 IN0
RO1 FRAMING ARM. V ice+ O
OR
GYM GYPSUM WALLBOARD V. VERTICAL SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU(WpJB) CD Z
GIP. WORM VERT. VERTICAL 'GRADING AND DRSSNG RULES"NO.17 LATEST MON. SAWN LUMBER SHALL BE 545 $110VL/ /1 N
VF VERIFY IN FIELD AND SURFACED DRIED,19 PERCENT MAXIMUM MOISTURE CONTENT. PROTECT LUMBER --_ F-•R
H. HORIZONTAL FROM HEATHER AND PROVIDE FURTHER DRY1110 OF ASSMIEO FRAMING TO MINIMIZE 7 II� U b
HD HODOWN W. WIOE(M1DTU) WOOD SHRINKAGE POTENTIAL Al).LUMBER EXPOSED TO WEATHER OR IN CONTACT WITH �;�,,I';� 1�)��I�I. I N
H.D.G. HOT DIPPED GALVANIZED W/ WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED 03(0.PER PLAN. LUMBER 1 A% T��
HDR HEADER W/0 WITHOUT SPECIES GRADE,AND PROPERTIES FOR EACH USE/LOCATON SHALL BE AS FOLLOWS I Ct /1 ,0
W U.N.O.NCL HANGER NO. WON. PER PLAN/SQEDULE. I F--I
HORZ. HORIZONTAL W.B.S. WELDED HEADED STUDS
110181 HORIZONTAL W.P. WORK POINT USE/LOCATION SPECIES GRADE PSI Fcp Fc E "I,'
O
HR HEADER W.S.W.S. WELDED STUD ( )(Ps) (PS) (FPS)(FSI)
H.S.B. MGH SIRENCTi BOLT WR. WEIGHT '� PT 2x12 STBB1I0HT. HEIGHT W.W.F. WELDED WIRE FABRIC2OG 3X HEM-FIR 160.2 850 150 405 1304 1.3E6AT78.0C.1'A% O03
I.D. INSIDE DIAMETER X-SHG EXTRA STRONG LEDGERSDOUGLASLE. INVERT ELEVATION XX-SHG DOUBLE EXTRA STRONG 2X,3X DAS FIR-LARCH NO.2 900 180 625 1350 1.6E6LAGLF. IN90E FACE YARD 4X DOUGLAS FIR-LARCH N0.1 1000 180 625 1500 1.7E6 ' / U BOT(CTRSNK)
yo
,i• P.T.POST PER POUR
BEAMS AND POSTS _ (MAX/EMT=1D'-D') STRINGER TO DECK �.L
4% DOUGLAS FIR-LARCH NO.2 900 180 625 1350 1.6E6 N.T.S. 3/4•=1•_0' TALL POST BRACING• ,1711 1
6X DOUGLAS FR-LARCH NO.1 1200 170 625 1000 1.6E6 _'\J11 J1_1
4 NOT USED 5 TYPICAL DECK DETAILS