Plans 63 X�
PORTAL EWALL
S1 SCALE: N.T.S.
5/8" D/A. THREADED 5/8" DIA. THREADED
2 ROD W/ 2" SO. X 1/4 THK. 2 ROD W/2" SO X 1/4 TNK.
S1 PLA TF WASHER REMOVE WALL S1 PLA TE WASHER
SEC77ONS� EXTEND WALL
A 5 112- X 15" GL BEAM A
1 1
2=6 17'-5" 2'-6"
22=5"
S1MPc
SPECYAL
HOLDOWN SCHEDULE
MARK HOEDOWN FASTENERS STUD FASTENED NOTES
TO HOEDOWN
HDU4 (6) SDS 25212 SCREWS DBL STUD WALL SHEA THING MUST BE EDGED NAILED TU ALL HOLDOWIV MEMBERS
5/8" DIA. THRU BAIL T W/ AND TO THE FOUNDA TION MUD-SILL PLATE.
2" PLA TE WASHER
u HOLDOWNS OCCUR A T EACH END OF EACH SHEAR WALL AND SHALL
FASTEN TO A MIN. OF (2) STUDS LAMINATFD 70GETHER WI7H
12d 0 6" O.C. UNLESS OTHERWISE SP£CIRT£D.
ALL PANEL SHEAR WALL SCHEDULE MUST RE BLOCKED
MARK WALL COVER FASTENERS NAILING O f7ELD SOLE BLOCKING REMARKS
A ANEZ EDGES NAILING PLAZES -- RIM do/srs
112 " 8d 3" O.C. 12" 0.O 15d O A35 O 10" O.C. 1/2 " 0 X 5" 3X (MIN.) SILL PLA TE
PtYWt'W LANG 777E7VH0 & FRAMING
SH TIG J" O.C. 24' ac A T ADkA(NN/NG
PANEL EDGES
SHEAR WALL NOTES
- PLYWOOD ,oNT NAILING SHALL BE STAGGERED.
- PANEL EDGES -WALL B£ BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING UNLESS NOTED 07H£RWISE INSTALL PANELS £I7H£R
HARIZONTALL Y OR WR77CALL Y.
- GAL VAN/2rD NAILS SHALL B£ HOT DIPPED OR TUMBLED.
- ALL A.B. 's Tib HA PE 3'x3"x 1/4" PLATE WASHERS
- ANY NEW EXTE'R/OR WALLS NOT DE-96NA 7ED AS SHEAR WALLS TO HA VE 1/2" DIA. X 10" A.B.'S O 48" O.C W/ 3"XJ"Xl��" PLA ID WASHERS
- IN LIEU OF 3X FRAMING MEMBERS (2) 2X MEMBERS MAY BE USED. NAIL LAMINATE MEMBERS WITH 10d NAILS WITH A SPAQWG
EOVAL I0 SHEAR WALL EDGE NAILING. STAGGER ALL NAILS
'fEAOlED
2 X 1/4 W
P
SPECIAL INSPECTION PROGRAM
TYPES OF WORK 7-PERIODIC CONTINUOUS COMMENTS
POST INSTALLED ANCHORS:
SIMPSON TITEN-HD X PER ESR-2713
SPECIAL INSP£CAOV PRAM NOIM
1. RROWD£SPECIAL INSPErRCK SPECIAL TESANa REPORTING AND COMPLIANCE PROCEDURES ACCORDING 70 CHAPTER 17 OF 7HE INTERNATIONAL BUILDING CODE W 7 7H£
2010 GYP£GOV S7RUCIURAL SPECIALTY CODE.
2. SPECIAL INSPECMT 0UAUnCAn0hS D&W&VSTRA TE COMPETENCE. TO THE SATISFACTION OF THE BUILDING OMClAL, FOR INSPECTION OF THE PAR7/CULAR TYPE CW
CONSnXCAON GYP OPERATION/N OUAESWN.
PRIOR TO 7H£BEGINNING OF•C0NS7RUC77CK RENEW TH£ SPECIAL INSPECTION R£QUIREMENM AI1H 7HE AROWECT, ENGAEER. BUILDING OFFICIAL GENERAL CONTRACTOR AA40
SPECIAL INSPECTORS
4. DUII£S OF PC 90£0UL AW"ECTCYt NVCLUDE; BUT ARE NOT L/M/TED TD.•
a OBSERVE AHE *aW FOR CaWCRMANCr W7H THE APPROVED PERMIT DRAWNGS AND SP£CInC477ONS BRWG DISCREPANCIES rO 7W WMEDA TE AT1EN71AN OF TW
GEWERAL CONTRAC7i71'P FOR CORRECACW. POEN. IF UNCORRECTED, 7W ENWNEER AND TO TH£BUILDING CY:f7C/AL
b. FURNISH 4YSPEC77CN REPORTS FOR EACH IN.SRECnON TO THE BUILDING OFFICIAL ARCH17ECr ENONEVR GENERAL CON7RACTOR AND OANER IN A AMEN MANNER.
a subwT A FINAL REPORT STA7NG AWEIER 7HE OURK REQUIRING SPECIAL INSPEC77ON WAS INSPECTED. AND NlIVHER THE 100W IS/IV COWCWMANCE INTH 7H£
APPROVE]? PERMIT DIRAWNGS AND SPEC0CAnoNS
a DUAES Or TH£GENERAL COW7RACRW INCLUDE. BUT ARE NOT LIM/7EO 70.•
a NOAFY SPECIAL INSPECTOR THAT #WK IS READY FOR INSPEC77ON AT LEAST 24 HOURS BEFORE 7H£ANSP£CAON /S REOU/R£D.
b. MAINTAIN ACCESS AO OGW REOUIRNVG SPECIAL INSPEC77ON UN77L IT HAS BEEN OBSERVED AND INDICATED 70 BE/N CONFORMANCE BY ALAE SPECIAL 4VSPEC70R
AND APPROVED BY IHC BUILDVNC OFf7CIAL
a PROVIDE AC SPECIAL MISPCCTOP WH ACCESS TO APPROVED PERMIT DRAWNGS AND SPEClnCAACWS AT THE..q9 S77E:
d. MAINTAIN "-S77E COWS Or ALL REPORTS SUBMIT7ED BY THE SPECIAL INSPECTOR.
6. DEF/NI AOWS:-
a CLW17NUOUS INSPEC77CW 7HE SPECIAL AVSPCCTOR IS OBSERONG 7HE MWK REQUIRING SPECIAL dVSP£CAON AT ALL WES
b. PERYOLK.W90EC7XW IW SPECIAL AN9PEC7CW IS ON SI7E AS REQUIRED 70 CO3VnRM 7HA7 THE IH]2A'REIXIRWG SPECIAL /NSorCACW/S AV C'OAFF•CWMAMX.
DE5G1T CRITERIA
1, DE'SW7V SNON LONGS LML£SS MOIED 00,E RWI3E.
a ROOF 25 PSK AMNYKAr ROCK SVOW LOAD
a SHOW SU44X P ASCE 7-10
2 DESAAV LATERAL LOADS U1C£3S NOIED OPlfRWSE'
a WAV 2014 OREGQY SMVCn*AL SPECIALTY 0.Of
I20 M9f•C, EXPQSlARE 18' 31
A S£TSW OREGON 57MIX71)7AL SPECIALLY CC"
SE7SAMC OESICX CA IEW RY D
SPIE CLASSFA A770V a USE&?OLP 0
GENERAL
1. SPEORCATKWS AND CODE'S REM7DVCFD AV P ESE NOES ARE THE LtlISA'YVS MOST RELYNILY ADODTED BY #f PERINTIDVC AUIIVOWTY.
T. FAELD WWFY DAoEhtiONS AAO EI£VA77MS RELARbf TO ME EX1S7WG STRUCRoE PRKAR 70 FA610C AGN Or MAIMALS
_I FCW FEA1LAPf$LK COVSMW770V NOT FLALLY SHOW4 PROWC RVE SAVE TYPE AND CHARACTER AS SMOMN Rao SMCAR CCNACV7XM
SUB.6CT TO RftfOfN BY TIE ARpATECT AAO STRUCTURAL DVG04m?OF RECORa
4 APR fV.AG>: ERECT, OR AVSTALL ALL ARGOLTCJS AND MA7MALS W ACCURDANLE WTH M~AC1URERTS pN,S/RlAC7KANS
I ADEQUATELY BRACE STRUCTURE AND ALL SIRUCTURAL CCAAppVETVTS AGAAVST WNOI LAIE7UL, £ARRC Aho Sf75MC FORCES UN7L RA£
PERMANENT LATERAL FAaRC£-RE'SISPNC 5Y97£MS HA BEEN ANSTALLED.
Q PROMOE SL"AVG 6E7WE£N STUDS(OR OTHER MEANS Of BRACWG)AT WORD BEARANG #ALLS TD PR£IfNT STUD BUCA WC Awe 70
ANSTALLA770V LK GYPSUM WALLBOARD.
AAKnewS AV cavcRETE y.
1. AVSTALL AGLOROWC TO U4MIFACTLROM RfCVA&CWAIXW.S x
2 AKSMIL WTH A9C SPECIAL WSPEC77ON ACC040WC TD SPECLAL AVSPEC7)0V PROGRAM O 5
O �
FRAMNC LUMBER
1. LUMBER SY'ECES DOUGLAS FTR-LAROM(ftAKOCr-fP Rao PRESSURE TREATED MA/E771AL), GRADE LUMBER AOL'OROWG TO RULES OF*EST
C10AST LwwR AVSPECIXW&BEAUOU6,1
2. LUA(BER GRAVES (
yg❑�ASST�CATT(1N L&IDF 9 3
A E.a'7ERIO4 BEARING WALL STUDS NO 2
A NON-SEARAW WALL S7,05 STANDARD OR&ETTER OR Sa O GRADE
G AV7ERTGR BEARJNG WALL STUDS NO. 2
O J&STS Na 2
E. SEA US Na J
F. POSTS Na I
G BCOCAWG PLATER BRVGINC STANDARD OR SETIER OR S7W GRADE
I MAXTAR/M MCVSIUR£COWENF IOX AT JX OR LESS(LEAST VWENSIOVS)MEMBERS
R PRONDE S"BLOCA(WG(SAW DEPTH Of MEMBER)AT ALL PAW7S GK 6EARAVC(AUXUMUM- ACAVG OK•6-0"0C.)AT.XXS15 W7H A 5-1
OR GREATER DEFW-17-WCKNE55 RATIO OR WfUf I ETXz a,.KIST Is NOT ATTACYI£D TO.SH£ANHTNG WALLBOARD. BRACING ETC. �
I PLATES AND LEDGERS
A PLATES AND L£OCERS USED LN INTERIOR CONDIPONS(LUM8ER ANO FASTENERS ARE W..3VE OR CONCEALED BY UO'57URE BARRIER ROO WG
ETC)ANO LN CCWTACT wrH CCK'CRETF OR MASLWRY ARE Til BE SEPARATED FR(.M CONCRETE OR MASONRY BY USE OF A WaSRJRE BARRER
M£M9RANE SUCH AS WR CRACE-YYCOR, 45-LB ROOFING PAPER OR 9,MZAR US.'STANOARO OR NOW-PRESSURE TREADED CUMBER. LZ
B. PLATES AND LEVI RS USE'J FCR EXTERIOR CONDIPONS(£xv-,zo TO EXTERIOR ENNRCWM£NI AV ANY ORCUMSTANCE) TO BE PRESSURE O
IRE-AID.
6. 0006t£ALL ."STS UNDER ALL PARALLEL PARPPONS O
7. SE£SOlCOULE AND ORA WNCS FOR NAILING Cc
PLYWC?CO 571EAIHING �
U m
1. PLYWOOD VA7ERLA-"
a CRAD£: C-D, UNLESS M07EO OTN€RMSE a
b. MANUFACTURED WIN£XIFR;OR alz ACCOROINC TO UNITED STATES PRODUCT STANDARD PS 1-96 m
N
c. SHALL BEAR Pf£AMERICAN PC YWDOO ASSOC7A POW(APA) 7RAD£MARK.
2 NAILS kV CGWT.ACT WPf FW£5SVR£-7R£A7ED LUMBER SHALL BE STAOXESS 57EEL �
.I ALL FLOOR SIf£A 7N,N'9-WALL BE aUED TO 7HE 5UPPOR77NC MEMBERS
A SUBS177UP0N Of ORIENTED STRAND BOARD(OS8)FOR PL YW)CD IS ACCEPTABLE IF THE OW
a CONFORMS W7H APA PERFORMANCE STANDARDS fOR*GOD BASED 57RUCILRA4 PARRS ARP-las ANO UhN7ED STA IFS PR"CT STAAV ARO
PS 2-92
b. IS MAA"✓FAC7UR£D WITH EXIEPoOR allE m CA
a HAS A LOAO/SPAN RA PNC AbDEX ECUAL TO PI YMOOD C
d BEARS THE APA 7RACEMARK.
S PRONOE PR£SSUR£-TREATED PLYWOOD WERE AVpC47ED Off L1RAWfNCS CaVFCR.V W7H AWPA SANOARO C-A MARX SWEETS W7H AAPS.
6. SN£A THING TYPES- 0 �'
a WALLS .E"INDEX 24/10
7. PL Yxvw LA YDUT AND WSTAUA PON:
a LAY OUT PC YHOOO 94EAPM4 WIN ENO,XAIN7S STAGGERED, LAdLESS N07ED OTHERW5E
0. LAY OUT PL YNV O TO EUMNAIE NOWS LESS THAN 1'-0"AT ROCKS OR LESS THAN 2'-0"AT noon UM£55 ALL wars OK �\ \\�
UNDCR32ED P*CES ARE 5E#y RTED BY HLOCMNG
a PROW"PANEL SPACINGS AOGGWMV 70 APA REOGAI MOWA ROVS
d M•OCI(SHEAR IYALL SMEARAING WIN J X RAT BLOOGMG AT ALL EDGES I
• NAL ACCOROAVG TO SCHSXA£AND ORANW(;& v w
d PROIECT FLOOR AAO ROCK SVEA P4W lv O EXTREME MET COAVIKMLS
hNKLNG AND C NAOCRON SCIEOGC£ W
a.
I. AWO"MUM"OF MAKS FOR 0000 ME&Wfn W&ESS NOTED OTIERMLSE ON ARAMvGs C) LuLu
2 NAILS AND SCREWS AV COOVTACT Wim PRESRARE-TREADED LLALGER SHALL BE STA00ESS Sim OR HOT-CLIP C4LVAAM2FLA ;A
-1 NAIL TYPE: BOX GIN SNrYETC U LESS NOIED 00"WSE OV EARA WA%S �/J
SIL.IOS TO PLATES-DO NAL (2)lad COWAALN OR(J)far �WLL
OR STUDS 70 PCA TES- ME NAIL (4) 10d LL
709 FCA7ES R 00TICIM PLATES
-SpANE roaf7mw IGH AT C'CC A/
-LAP AND AVTERSECITGYVS (4)lad EACH SIDE JQWf LL
FLOOR ROOF QMAVG,LASTS W
-TO PLATES Off MOMS- W NAL (2) 10$ '^
&OaaW 70 PCA 7E- RAF NAL (2) IOW V,
OL000W TO,LRS'TS-£Aar 00 (2)TOd
C0101ER SRAO.S 1041 AT I2"OC
TX LAMM47M BEAMS far AT/2'2 ROMs STAGGERED
PE MOD-9ffATIiMMG COWCnOVS(ALL NAILS OLIIAMOV LOKESS NOTED O770ERW.4W) co
L NAILS AV CONTACT WIN PNSVAW-nWAIED LL&OER 70 EN STMVISS Sn L OR MOT OW GAL VAAVM
I ROOF SWA PAW AAD ROCR
aBLOOM ALL MQS WN2 X 4 FLATS WVW NOTED OV ORAWMNGS ad
A NALM:
AT EDGES CK EACH SHEET, &OaQW dl' MNLLS Sd AT 6"OC
AT AV76A M CK 94M N AT TY OC
AT SOIAADARE'S OF ROOK Bd AT 6'CAC
.1 NAU SFE47mm W t ob
I BLOpAVG ALL EDiES NOT SY~7ED BY FRAMING mzkv s WAI 2 X 4 17A 72 4A1L _
L MALm(ALM AVIED ORAERM W OW SWEAR ma sown LEk Mmd
AT EDGES OF EACH 2vrr TO Sim BLL aaw
PLATES LM AT tr OC
AT MVIERIGP Or EApV 9iEFT BO AT JT'AC
AT B(X.NGNRAfS OF(MILL Ad AT d"OC
OAEW MOCO 0;11NEcDcAs
T. FRAMING ALRAI cmp& SMPSON smav6-/E OR APWROYED.
a FALL AFL *44 MOLES WN NAILJ AS SPEGKAEO BY PCLYJa1NA<C7OP yAM,R'AC7Lf X, UNLESS N4OMD o7mmSf.
R COW*CT)C"AV CONTACT WPN Aws W-MfAMD UUYI9£R SHALL ge STAANC£SS STEEL OR NOT-Op CAL yMI'M
c. MANGERS 70 L>f 01 BOOM STMOWIN OF AADOM LMRESS N071V ONMWS:'CIV VRAWV=
1. AAAC/KN►BCC TS ASAI i1534(ORACLE JM) pft
,I ""MW STAMILEU STEEL CN NOT-VP GYAVAMIEO AM2A R BOC M L40 OM M £)PAN"Ab000R'' RCA TE•MMSyMS AAO
ROOS 01 CW7ACT W7H PIK.4L V-TREATED LUYMER � �+
7.
2010 OREGON
Z
PL Y40W SYRZ 2X FRAMING, PER PLAN CONS7RUC170h
PER PLAN
E
SP£dAL INSPE
HOLDOWN PES?
SCHEDULE 4. L
PT. 2X SILL PLATE W/ GENERAL CON,
O 3" O/C EXISTING FLOOR SHEA THING
B0 06" QC;
EXISTING FZR. FRAM/NG
FULL HGT. ?X BLKG. n n COUPLER NUT APPR04ED P&
A.35 CLIPS AT 10" O/C �"`/ 5. L
4L
11
77 TEN HD SCREW r. AND APPROVE
ANCHORS PER SCHEDULE '
LA 7F WASHER PER PLAN
CORE EX. I EXIS77NG STEM WALL
CONG STEM WALL 6. L
W
EX/S77NG
P
OST INSTALLED HOLDDOWN
St SCALE: N.T.S.