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O'b" ENER"k AL NOTES AWND SrrEllClFlCA"Tl0NS__._____
TA,It1.E R9Ga.3 1 fARU R642.3 (2
604MAL lIOQE,s FASTa10 SCHMULE FA STRUMPA MLL'00ra ALTERNNTE AIT
1. THESE PLANS ARE 70 COMPLY WITH THE LATEST ADOPTED VERSON OF 94TERNAT1010.1. - �y�a� �_ 11 OF FASBT
RESIDENTIAL CURE (!RC . 2005 OREGON RESIDENTWL SPECIALTY COCE AND ANY T T Two bid 1�01dt1AL 1liCaVlG1K afOCrt9�r1O11°'b OF FA5 BIER{ Amy r«E1K+7H
APPUCAaX STATE ilzNTY CAR LOCAL. REGULATTONI. aL9G9lTIGM 41F IIUeY1900 t11?IEfF!) FACTFt�It , • . SF«IACMR9 OF !IF>:T (�) (9IaiE`{� EDGE'S ("mm ?OTE OAMTiK SuppoRrs (WAD)
BUILDING CODES AND REOUIRLWNiS °,:a1N CHW4GE AND MAY' VARY FROM JURISDICTION .DOTER TO MLL OR Om". TOE IML r-Qd - 91000 51M41OF61 i�MIK� AOR, lu A ky,L4 l it 1)p I`W{yDp A� /� L AT p) 7� apt
TO JURiSDK:TION, IT IS 114E R4S1 ONSIYILITY OF THE PURCHASER AND/OR CONTRACTOR
OF THIS PLAN TO SEE. THAT TN" STRUCTURE IS BUILT IN COMPLGNCF. WITH LOCALT- x 6' Stf&FLOOR OR LESS TO EACH JOP$T, FACE NA2 STAPLES, 1 3/4"
L 2-8d
REQUIRE41ENTS. - 5,/16 0.097 - 0.099 NAk 1 1/2 8 12
-`
2. TILE CONTRACTOR IS RESPONSIBLE 'r CHECK THE PLANS FOR ANY EHIRORS OR STAPLE 15 GAGE, 1 3/6
OMISSIONS AND N4Ont y Thf OLi;,;NIER PROR TO THE STANT OF CCNSTRUCTION. 2` SUDFL.00R TO JOIST OR GlaXk, BLM AND FACE. NAL 2-16d STAPLE 16 GAGE, 1 .1/4 '
3. WRITTEN DMAENSICNS HAVE PRECEDENCE OVER SCALED Dii"SIONS. DO NOT WALE SOLE j 3/8 STAPLE 15 CYASE, 1 3/8 6 12
DRAWN;GS. OLE. PLATE TO JOIST, SOLID ECK OR DLOCKINO, FACE NAL 1 ad 16' O/c
4. THESE PLANS ARE FOR THE COMSTRUCTK)H OF ONE BUILDING ONLY AVD ARE NOT TO TOP OR SOLE PLATE TO STUD. Kw, HALL 2-t6d �-� D.OS7 •- 0.099 NAIL I 1/2 4 10
8E COPIED IN ANY FORM ;V A-.0UT THE EXPRESS WRITTEN PERMISSION OF NORTHWEST -
HOW DESIGN. STUD TO SOLE PLATE. TOE HAIL ~� 3-8d or 2-tad - STAPLE 16 ^,AGE, 1 3/4 a 12
WASE STUDS, FACE NAC, 10d 24' O/C 15/32 AND 1/2 STAPLE 15 GAGE, 1 1/2 a 12
LlAMM GRAM (REAM �C,\LCAALATIOUS TAME � EtD
OYER TAVA 9N� "�
DOUBLE TOP PLATES. FACE TNYI. 1 Dd 24. 0/C 0!097 STAPLE 16 GAGE,0.0"
NAIL 1 5/8 3 6
SOLE PLATE TIO JOIST. S" OKCK O14 ALOCKINO AT BRACED W4LL_ PANELS 3-164 PEP. 16' - GE, t ]/4 6 12
OF NO. 1 SEAMS DOLIBLE TOP PtAWO S, MINIMUM 48-INCH OFFSET OF END JOINTS, FACE 19/32 AND 5/8 0.113 NAiL 1 7/8 6 12
OF NO. 1 _._. HEMERS 8'-0' OR LON'rYEI,
NAIL IN LAPPED AREA 6-16d - STAPLE 15 AND 16 GAGE. ' S/6
DF NO. 2 HEA^.ERS LESS THAN 8'-O" BLOCI:ING 9EIWEEN JOISTS OR R4HTERS i0 TOP PLATE, TOE NAIL 3.-a _ 0,097 - 0.(M NAL 1 3/4 3 8
DF NO. 2 R05 RAFTERS. JOISTS At POSTS RIM JOIST TO TOP PLATE, TOE t4AL �-- Ed 6" O/C 23/32 AND 3/4 STAPL.F 14 GALE. 1 3/4 6 12
24F-V4 GLU-LAM BEAMS T•OP PLATES, LAPS AT CORNL:RS AND INTERSECTIONS, FACE I4& 2-10d STAPLE 15 GAGE. 1 3/4 5 10
DF NO. 3 SILLS, PLATES, BLOCKING, BRIDGING. ETC. BUIL*'-UP HEADER, TWO PIECES WiTTi 1/2- SPACER - 16d i8- G/C ALONG EACH EDGE 0.097 - 0.099 UAL 1 7/6 S 5
STUD GRADE DF STUDS T CONTtN:!,� NEAOQR, TWO i`IEr 16d 16" O/C ALONG EACH EDGE STAPLE 16 ^vACE, 2 4 9
DF NO. 2 STUDS OVER 10'-0" HIGH COLING JOIS15 TG PULE, TOE NAIL. 3-6d - 1 STAPLE 14 GAGE. 2 5 0
CONTINUOUS HEADER TO STUD, TOE NWT. 4-8d - 0.113 NAIL 2 4, 4 &
STAPLE 15 GME, 2
CEILING JOIST. LAPS OVER PARTITIONS, FACE NAIL �3-10d - 0.097 - O,Nlil NAIL 2 1/8 3 b
00(ill LOADS CElU140 JOIST T:: PARALLEL RAFTERS, FACE NAI. 3-10d -
ROOF 25 PSF LIVE LOAD FLOOR 40 PSF LJVE LOAD -�-. RAFTER TO PLAT TOE NAIL 2-16d _ W0Ull41;L, MATERIAL IHPWME,iB 00OWTI7lla•b OF FASTENER Ai,, LFJCM S ACW-Oi FASTORM
15 PSF DEAD LOAD 10 PSF 06k) LOAD '- -�• _ ( ) I (90CHES) EDGES (N".4lEy) L100Y GF PA N110(140*S)
7' BRAG TO EA(;H STUD AND PLATE. FACE 2-5d FLCM L1L1D01111 MENTI K AAItrKrM 1
STAIRS' 100 PSF LIVE LOAD C,ARAOE FLOOR 50 PSF LIVE LOAD NAV_ 2 STAPLES. 1 3/4- -
2000QPONT LOAD ""�'-•�'�•�'•••� _
DECKS i SO PSF LIVE LOAD CEIU1VGS� 10 Pf LINE LORD t" x d" St1EATM114G TO EACH BEARING, FAME NAIL 2 STAPLES, 1 :1/4' - _
1/4 AND 5/16 1/4 RING F OR SCREW SHANK ,JL - MIN. 3 6
7 PSF DEAD LAAO 5 PSF DEAD LOAD I* 5' SFf O EACH B"ANG, FACE
12 1/2 GAGE (0.099) SHAW L':MIETER
----�- --- -• ' 1` x a` Sir.P�'..TMINIG T'0 EACH BEAAHiNG, FAG£ tWl -�_1 3/4" - �
I. DESIGN LOADS MAY VARY IN YOUR LOCAL AREA. CONSULT WITH A LOCAL STRUCTURAL 3 STAPLES, STAPLE t6 GM.E, 7/8, ../16 CROWN WIDTH � 2 M 5
ENGINEER OR DESYINER FOR APPROPRIATE REVISIONS.
W10i3t THAN I- It R" SHEATHING TO EACH BEARING, FAKE NAL 4 STAPLES, 1 3/4" - -Iftj 2, 3/8, I 32 AND 1,115, 1 H,/4 RING OP, SCREW SHANK NAIL - MIN. 6 b
7,a 1/2 GAGE (0.099) %MK DIAMETER
BUILT-UP CORNER STUDS 10d 24' /C A
COIOr�I W Ally FOUIi4Y4',i0 4 Y-- 19/7.1,VLl. 2.3 2 AND 11/4 '1 11/2 RING OR r IAN. - MIN. 6 t 2
NAIL EACH LA As FOIL 12 1/2 GADS �%-ANk,MWETER r
1. SOk BEAR%4G PRESSURE ASSUMED TO FF 15OU PSF. 32. O/C AT TOP p0 0 s '` STAPLE 16 GAME, 1 1' 4 �.. i g • " b4
2. FOOTINGS TO REAR ON UNDISTURBED LEVEL SOIL D0040 OF ORGANIC MATERIAL. AND BUILT-UP CARDERS AND BEAMS, 2•-INCH LUMTnER LAYERS 10d STAt;GERFD. TWO L5 AT E(IDS M�"
STEPPED A.3 REQUIRED TO MAII4TAN A MMNMUM OF 18" DELOW FINAL GRADE. AND AT PUCE.
3. ALL SLABS 014 GRADE SHALL BEAR ON 4` G04PACTED GRANULAR FILL.
4. CONCRETE: (25 DAY COMPRESSIVE STRENGTH) 2" PLANKS -� 2-16d AT EACH BEARN49-' O.S00 5 +.yM 1 1/2 LONG R!N:' UN YMENT NAE. `r 6 6
2500 P 0 - BASEMENT WALLS MIO FOUNDATIONS NOT EXPOSED T:. Rif WEATHER; ----
BASEMENTAND INTERIOR SLABS ON GRADE, EXCEPT GARAGE FLOOR SLAGS ROOF RAFTERS TO RIDGE, VALLEY OR HCP TtAFTM: IDE NAL 4-18d _ 4d CEMENT-COATED SINKER NAIL 6 6
3000 PSI - EASEMENT^ FOUNDATION AND EXTERIOR WALLS; FACIE NAIL 3-16d STAPLE 16 GAGE, 7/8 LONG ,;PLASTIC COATETJ) 3 6
OTHER VERTICAL CONCRETE WO10t EXPOSED TO THE WEATHER
3500 Pel - PORCHES. CARPORT SLABS ANO STEPS EXPOSED TO THE WEACHFR: RAFTER TiES TO RAFTERS, FACE 3-6d
GAT4A4X FLOOR SLAB --
5, CONCRETE. SLABS 10 HiVE CONTROL JOINTS AT 25' MAXIMUM INTERVALS EACH WAY. _
S. RENMIG FORCSTEEL TO BE A-615 GRADE 40, WELDETH WIRE MESH TO BE A-193, 1/4 4d R(NC-GROOVED UNOERLAYMENT NAZI ] .__ o
7. COVER ENTIRE. CRAWL SPACE WITH a WL FLACK 'VISOUEEIt4` AND EXTEND UP FN1lYl1rE]� STAPLE 18 GAGE, 7/8 LONG. 3/16 CROWN 3 6
F(AUNDATiON WALLS TO FIRE', ..RE TREAlEG :TILL PLATE. � Or BUILD" � d "..__� {
RE r e
6. CRANL SPACE VENTS ATO BE CLOSABLE WITH 1/4` OPEMNGS !N CGRROSNE _YEL1�bS _ DE8CR1lRmw OF F.4@vaRb.c, ,4 �_ - omm) � j = 3/8 6d Rk4G-GRO0VEO UNDERLAYMENT tWl 6 10
RESiST.ANT SCREEN, POST CLOSABLE VENT NOTICE ON ELECTRIC PANEL CMR. WQID STRUCIMAAL P NQ& StMWIlk r=r AID W+iLL 9[AT1lJAi0 TO FRA11lGA Amt IAARMLMO WALL SHEA)M O STAPLE 16 WE, 1 1/8 LONG, 3/8 CRCAVN 3 6
9. 9F1(NIi E .^,RAIN. SPACE DRAIN Q SLAK TO LOW POINT FOR POSITIVE DRAINAGE. T
10, BEAM POCKETS IN CONICFRM TO HAVE 1/2` .QRSPACE AT SIDES AND END WITH r, 5/16• - 112,M���.-Y 8d COMMON NAIL (ROCW►fOR. WAS) 8 t2y 1/2. S/8 -- 6d RING-GROOVED rJNDERUYMENT NAIL 6 6
MW4MUM Br ARING OF 3'. Nd COMMON NAL RODrjF STAPLE 16 GAGE, 1 5/8 LONKI, 3/8 CROWN 1 3 6
11. ALL Wf100 IN CONTACT WITH CONCMV TO BE PRESSURE TREATED OR PROTECTED IN/3't' - f" 8d COUVON NAIL 6 124
.-,--�- FOR 91
MYTH 55® ROLL ROOFING, . 1 INCH - 2� rr%
.Am
1 1/3' - i 1/4 -+-- 1 O COMMON NAIL. M 8d DEFORMED NAIL. 6 12 a. NAIL IS A GENERAL UESCRIPTI0!1 AND SKiLL BE T-HEAD, MODIFIED RriUNO HEAD OR ROUND HEAD.
Ii.SiAFLES SHALL HAVE. A IAINIMUM CROWN WIDTH OF 7/16-14CH ON DIAMETER EXCEPT AS NOTED.
" OF/R WALL IWEAVOIKI" -~ c 4NLS OR STAPLE; SIOLL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPOIKS WHFkE SPANS ARE 48 INCHES OR
GREATER. NAILS OR STAPLES SNAIL BE SPACED AT NOT MORE THAN 12 44CHES ON CENTER AT INTERMEDIATE SUPPORTS FOR FLOORS.Trr2" REGULAR CELLUL+hSIC 1 1/2- CIALVANIIZED ROOFING NAI.; d. FASTENERS SHALL BE PLMf0 N A. MO PAT7M THROUi.HOU1 TILE: BODY OF THE PANEL.
1. 1/2' WATER-RESISTANT SHEETROCK AROUND TUB !I SHOWER. FlE ABOARD 3HIEATHING p CRd COMMON�E� 1 1;"2- LONG 3 6 c FOR 5-PLY' PANELS, INTERWEOLATE NAILS SHALL aE SPACED NOT MORE THAN 12 INCHES ON CENTL EACH WAY
2. THE LIGHTING LAYOUT IS SLK:'CES'fED ONLY. CONSULT YOUR ELFI,;(RICAL CON "MTTOR
f. t1ARDSOARO UNDkRIAYMENT :KOLL CONFORM TO ANSI/AMA 1,1 .4.
FOR F•XAACT SPECIF'iCATIONS L LOCATIONS OF UGH 5, SV11Tr'.L; & OUTLETS, i T/:- GALVANIZED Rdx,FIHtG NAIL;
3. SASEa1lNT5 WITH HABITABLE SPACE AND 't`/H_RY SLEEP► , ROOM SHALL HIAVE AT LEAST 1/?' STRUCTURAL "FILl1LOSIC Ad CO*"4 NAIL- 3 6
ONE OPENCVG FOR EMEP,GENCY 3CAPE AND REWI WITH THE FOILOWNG REO'S: FIBERBOARD SHEATHING STAPLE t6 GAGE, L 1/2" LANG
A. A SILL HEI0141 OF NUT MORE TWNI 0 Wli!R ABOVE THE FLOOR.
B. THF m"%RM NET CLEAR OPENING %#4AL.L BE 5.7 SQ. Ft. 1 3/4" CN.VM7IZED RCJOFIMG 1Nwt:`��
C. GlIt4CF FLOOR OPENINGS SHAIL HAVE A MINIMUM NET CLEAR OPENNC OF S SO. rT. 25/32' SiRLKLOS4C TUPAL CELLUL8d COMMON NAI!: ! 6
O. THF MINNMUII NET CLEAR E,PEMW- HEIGHT SHALL BE 24 1NCHiES FLFIERDLT.AJI SHE.ATP.(NG STAPI� 16 GAGE, 1 3/4' LDNC
E. THE MINIMUM NET CLEAR OPENING WIDTH S144LL BE 20 tVCHES
4. ALL WINDOWS WITHIN 18. OF THE ILORR AND 24" OF DOORS TO BE TUAKRED GA.4ZIHO, 1 1/2" GAUVANIZETI ROOFING NAIL;
5. ALL StriLNDHTS TO OF TEMPERED GLAZING, bd COMIAON nNAL;; 6. A.I. TUBA S!40WER GLASS EHY:LOSCRES ARE TO BE SAFETY GLAZING. 1/2" GYPSLNA SHEATitN
G 4 a
OO
7. ALL WIlNOOW's & PATIO OAa ARE M BE DOUBLE1 GLAZED. EXTERIOR DOORS .'+RE TO STAPLE OALVAMZ . 1 1/2" LM?C;
ri OFSC"rt.1O CORE MTH WGATHER5jr'V(f'P114() T I/4" SCF£1WS, TYPE W I+r S
6, SACKFUL FOR POSITIVE SLOPE AWAY FROM THE SrAJCTURE WITH 'S,OPE NO LESS THAN 1 :3/4' WLVANIZIFA RWING IML;
6' IN Tire rMIT if)' AND NO GREATER THAN 5:12. Xy
9. DO NOT EXCAVATE GREATER THAN A : 1/2 : 2 SLOPE BELOW FOOTINGS 5/6- GYPSUM SHFATHNG 8d COMMON 4 6
10, MAM/TA:H 6" U MSUM SPACE FW,'M IIROUM TO WOOT7 34*111. 1 5/6, GALVANIZED, 1 h/N" SONO;
1 g/8` SCREWS. TA'Pk War 5
11, 36*WN RECOMMENDS IMNG TMS C"t WW14 St°,ECTNN: WHICH PRODUCT FINISH ---- ---
004%1t REST WiTH THE PRESSURE "PEAND WCt3D 'vOU ARE USING. IF TK PREV-IfRE wow STANCl1A L FMlWA 00I11111hum SUNMAN UN DM Alf"Ilt 'M FRIWK
TREATED *(vlO IOU ARE USING DOES NOT APPEAR Or i4AAE, THEN SRd1F50N1
RECOMMENDS You USE THE 1)THER PRESSURE-TREATED WC1CTJo-' CCILUMM Aw,, USF 3/4` AND LEiS�-war Fir DEFORMED NAIL a Rd COMMON AY111 A" 12
ONLY STAINLESS SIEEL CONN! CORS AND 'FASTENERS, 7/8" - 1- -Y ad COULOK, NAIL yr 3d Af3"ORMED h#& 6 12
/ 1 1/0. - i I/4•" 1 Oil C(WWOW NAL ex Rd DR: OMAID NAL .« w 6 12
BMAt jWy*A : am r11W+- SUM Amb OAY(r . FOR SlE 1 INCH - 25.4mm, 1 FOOT - J)4.Bmm, 1 M4.E PER HOPS . 1,6% la",r*
1M1 Almab 1k-* 400ad X14 . Tilaw a.ALL�pN,M 5 SHALL a!' SMOOTH-COMMON, BOX OR DEFI'LAVEO SHANKS XCm WAERC OTHERWISE STATED.
HIAIY►we � on �c I 1OPWO � 4lEwb( b,STAPIES ARE 16 iiAGi. VMkt AND KAVE A INN"Al 7/16-INCH 0#4 DOWER CMIRN WIDTH.
_ e. NAILS SHALL. 8E !SPACED AT NOT MORE THAN A AW`,A'ES ON CENTER At AU '3UPPOW1!i WHENE SPANS ARE AR INCHCS OR GAEATFR,
4,4 •fG0T--8Y-R-FO0T w 4-FOOT-BY-9-100f P003 SMALL K APP4E0 'IEICTICA.LT.
Y' M1149161FiMr R/ T/ 6.SWING OF FASTENERS NOT WLLM IN TTP'Y TAKE SHALL 9E SAM ON TABLE. R02.1(2).
. F, FOR RESP HAVING A BASIC MOD SPEED OF 110 MPH OR GREATER. LQ DEFWAIED MILS S.MLL OF USED FOR ATTACHING PLYWOOD M'I'D
VVOOT, H'TR1K-TUR1L PANEI. ROOF SHEATHNG TO FRA"NG VNTH9P4 MAMMON 48--kM4 EAS"ANCL FROM GABLE END Wr,1S, IF MEAN RO-?F
Hsil.;w IS NONE THAN 25 FEET. UP m 33 FEkT MAXNMUM.
A1.FOA W-00 W, HAVING A GA31C VIAND SPEED CIF LESS THAI 110 MPII. NNIS FOR ATTACK*;^, WCOD STRLX(URAL PANEL ROOF 3KEAI'NING TO
y r "t END WALL Ff"140 SKkL BE SPAC.EO I 04CHE9 ON CENTEN WHEN FLASK WINO SHED IS IJRtATEA THAN 'OO MPH, h*AS FOR
ATTA(J iMO PANEL ROOF SHEATHiN: TO INTrRMEDUATE 9UP'PQMS if4kL K SF%'ED 6 RICHES ON CENTER RA UNNUM Ab 4X44 Di8TAN4CX.
rKM RIDGES, Ekffll AND OAQL(' !ETH) %AILS: :44D 4 010IF3 ON ('ENTEP TO GABLE END WALJ. FT MAMG
ti.GYPSUM St*ATHwG ?YNAU CONFORM TO /STIO C 79 AND SIMI.A. Lit INSTALLcD IN ACCOMN'ICE WKHi CA 253 F0_R9OMJM SHEATiVNG SILL_
CON IFORM TO EITHER AIM 194,u of ASW C 2CS.
I. SPIICrW OF FAVaTRS ON FLOOR SHFATHINO PA4EL LDOES APPLIES TO PANEL, EDGES Si1PFORiED G1' FRAMING MEMBERS AND AT k L
FLOW PERW"IERS ONLY, SPACING OF FAKf &llS, ON AM St4.FATNRIG Pmft EDGES APPLIES TO RAMIl l L'o TES StI,'V,' ITEO BY ''WAMII40
kOWERS ANIS AT ALL ROOF PLANiE PE:RN M3". CLO(WM OF ROOF OR FLOOR %4FATHW, PANEL EDGLS t'ERPETVDU:tILAR TD THE F"AII40
MGNNEPS StIIALL. NOT BE RFOtJ ED E:ACEP'T AT INTERSECTION OF IAMIACENY W" PLAr4Q'S. FLUOMN
R D WK7F PE911lFTT3t WILL BE nwlllt4r �V�+r
lUNI1OOffL) BY FRAIMG tlEl R RS OR into *oty wi. LAWRENCE
F /4REJ1lhR NON-HPACfY1 WAU_ L.WES 'Mx K NYAII„'LD WITH A NW44A M 4-i0d NAI-S. OF 8
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