Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit File 4911 Portalis Way (2)
City of Anacortes Invoice/Permit#: BLD-2013-0160 904 6th Street Applied date: 04/22/2013 P.O.Box 547 Issue date: 09/24/2015 Anacortes, WA 98221-0547 Expire date: 03/22/2017 (360) 293-1901 Job Address: 4913 PORTALIS WAY Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-4011 Project: APN: P126523 Remarks: Third floor bedroom and bathroom addition to middle unit of 3 unit townhome. Owner: GARY&CHERYL ROSS Contractor: Address: 4913 PORTALIS WAY Address: ANACORTES WA 98221-4011 Phone: (425)471-1238 Phone: License#: General Information: Fees: Building Valuation 53000 Building Permit Fee 664.75 #of Showers 1 Plan Review Fee 432.09 #of Ventilation Fans 2 State Building Code Fee Resi 4.50 #of Water Closets 1 Mechanical Permit Fees 38.00 #of Lavatories 1 Plumbing Permit Fee 41.00 Total Calculated: 1,180.34 Deposits/Receipts: 1,180.34 Total Due: 0.00 • THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY et? l P., 71, 1 5 W b .E• 44/ � a74y 91 / 7 i 1 7 y24,45 `+% o s ) , i / 6/z 11as An hai-it kneeler 300 , 1 RC 9113 poL4zico , co--No c.d., 6-eivi s0 -\--cf\ /.4., s--- - y 7 ( - z# QnStoSbr\l) ia. ) e Hag* . HI / - 1 ) 381 Tel f ?,-, . . „ ,e nit -nil el Ss % m , -/-i4 / if-413 ga , f4b -s 4ny an fi -ceern ; 7Yed sloPpary a .e,/ t/ 7/ 0 4;" A / e joiej r. • Code Violation Complaint Form City of Anacortes.Bui!ding Department . 904 6th Street-Anacortes,Washington ' Phone: (360) 293-1901 Fax: (360) 293-1933 • i-f.,;;s' -r:,t f"tip n_ -x 0`'if:;a ::r1 : i: G,• 0 -,rr S w x " k rr • nrr S t Please complete all applicable information and return to the above address. You will be contacted,if additional information is required. Response time will vary according to the workload. Provide as many relevant details as,possible including the specific address. ' Location of Complaint (street address): 4 / 3 P /4 l I S �4 3 . Nature of complaint: _i 4 7L-e.ii OK 4-j/, /,a'„/rem /o q/c loe) 5 Jar et 6-70di . • iy/ 7'40Kf 2ec r» ,,15 / C'D. n vt✓7in_ ,S-tol'� f9r"evlows /y 'd_h d 2 -F/o rTy in 7o i[ Yio.., ..9,,*--ff 9 .1 /o .- 7,P.p r Occupant/Resident: 6a r7 in•cr7 / UC o5 S Owner Name: ( ,ray,f •,,,,, X sso,-,q f,,; Home Phone: -2 DG - 3•c? '— ab-Od CC- Dry j Address: 14.9 - 7r - i 2-37 (Gg#-y) Work Phone: - . City: • Citizen Information. • Your Name: 2 O 6 . /,/ e G k,i O S . Address: / a 2 Pa r 1� 4 5 cd a r Your Home Phone Number:- 1--6)- Work or Cell Number: L'd- 7 7 ' - 7'-f 63 • Disclosure of information revealing your identify will depend.on application of the public disclosure law, Chapter 42:17- . RCW;other applicable statues and whether the complaint is criminally or civilly prosecuted. When giving your name you • may request that the Department not release your identity in connection with the investigation (you should be aware, • however; that if enforce Brit ction results in court or hearing examiner proceedings, it may not be possible to keep your - name confide' ' Signatur ,-, -r---` -o Date: g-_ '2 f 3 For'Official Use Only • • • ,<. • S Date.Received: 2- - 2 -- / 3. . Received By: . , y e • Additional Information: "Xee jai;e s ''4-ok /c,/ //f4 ' a r rr,r -(r o 1-, . c-r 5 J G 9/l e P 6-i y-/ PDC15/ fry/// 7o A h 2'G f A 1 li.e A -7 �'-/.j Referred to: Police Engineering Parks • Sanitation Fire Streets Water Other' Date Referred: ' ' Mr.Mike Jones February 27, 2013 Electrical Inspector Washington State Dept.Labor&Industries 525 E. College Way Suite H Mt.Vernon WA 98273 360-416-3018 RE: 4913 Portalis Way Mike per your instruction I am writing this letter to disclose my knowledge as it relates to unpermitted or inspected high voltage electrical work that was performed by Gary Ross in his 4913 Portalis Way Townhome unit. As I mentioned in our telephone conversation,Mr. Ross (who is a licensed contractor operating under the name Pyramid Construction down in the Everett area I believe) embarked on a major alteration to his unit without obtaining all the usual requirements: This alteration amounted to a whole additional floor in his unit. > As previously stated I do not believe formal approval was given for this alteration. > There was no building permit drawn at the City of Anacortes Building Department. > There was no electrical permit drawn or subsequent inspection. > There was no engineering or architect consult performed to ascertain structural ramifications. This would be absolutely at a minimum required. Structural considerations are mathematical calculations pertaining to load bearing on the foundation. Implication of structural effects on the adjacent units etc.,etc.All of this would yield a plan that would bear a STAMP of approval from the engineer or architect. > There was no plumbing permit drawn or subsequent inspection. I personally saw the work being performed when it was underway.This initial work was performed in 2010 I believe.I of course had no clue at that time that it was essentially an illegal alteration. The work I witnessed was the alteration,splicing and extension of existing (original) electrical circuits in what was an open office loft area that overlooked the second floor living room space.Wiring was run to support new outlets spread around the new floor space.This included an outlet up over the bed to support a large flat screen TV. As an aside,I have information that indicates Mr.Ross very likely performed additional electrical work within the last ninety days or so.This was related to his continued work to complete the master bath. While it is not in your purvey of authority,this also entailed unpermitted and uninspected plumbing alterations as no plumbing infrastructure existed in this space prior. My interest in all this has to do with my position as treasurer on the homeowner's board. 1 know none of the ramifications regarding liability to the association concerns you and the state but it does profoundly concern me. I made contact with Mr.Paul Engles at the City of Anacortes building department last Friday and made a formal code violation report.As you instructed me,I mentioned to Paul that you had requested he send you an Agency Request. He said he would do so. In closing Mike what I find particularly egregious and disturbing about all this is Mr. Ross is a licensed contractor.For him to covertly circumvent legal protocol is simply inexcusable. I would think that some sort of repercussions would be levied such as a formal sanction to his license and a fine for his knowing disregard of the laws at play here. Without such sanctions and or fine Mike,the explicit message is that ignoring and subverting the regulations and laws is worth the risk since the punishment if caught is relatively nonexistent. Once again, I personally find this unacceptable on the part of a licensed individual. Robert Deckrosh /Treasurer Portalis Townhome Condominium Association 1402 Portalis Ct. (4813 Portalis Way) Anacortes WA 98221 360-770-7463 To PTCA Board Members February 18, 2013 C/O Acorn Property Management 32800 SR 20 Suite 2 Oak Harbor WA 98277 Subject: 4913 Addition It is with a certain amount of trepidation that I am writing this letter.It is to reveal what I believe poses a potentially very negative risk to the association should a fire or structural event ever occur in the 4913 unit. I have been aware and concerned for quite some time of this issue,but chose to keep it to myself. I cannot with good conscience continue to be silent.As Treasurer I feel it is within the purvey of the office and exercise of the incumbent fiduciary duty to the association that I apprise the board of the following. The owner,who is a Washington state contractor of record embarked on a project to add a complete floor to his unit(in 2009 I believe).To the best of my knowledge,this was done without formal permission and review by either the then prevailing authority (Declarant) or the usual governmental entities. This represents a potentially harmful financial and legal liability,the impact of which would have to be borne by the association at large should an event occur that would engage our insurance carrier not to mention the adjacent unit owners. I have examined the content of the Declaration and while there is not specific language addressing this kind of after the fact construction,it does contain what I believe is salient language that would provide guidance in an alteration of this magnitude. (See section 7.6 Subdivision and Combination of units). These are the considerations as I see them. > As previously stated I do not believe formal approval was given for this alteration. ➢ There was no building permit drawn at the city the best I can determine. > There was no electrical permit drawn best I can determine. > There was no engineering or architect consult performed to ascertain structural ramifications.This would be absolutely at a minimum required. Structural considerations are mathematical calculations pertaining to load bearing on the foundation.Implication of structural effects on the adjacent units etc., etc.All of this would yield a plan that would bear a STAMP of approval from the engineer or architect. ➢ Possible denial of claim for loss by our insurance carrier due to the afore- mentioned legal deficiencies and undocumented alterations.Our premium and coverage is based on the insurance company's examination of the plat map,building floor plans, common elements and so forth.If a loss were to be incurred in the 4913 unit (particularly of an electrical nature) and it was determined that work was done without benefit of a permit and subsequent state electrical inspection it could be dire.Structural events are another area of exposure that could result in denial of claim. ➢ Litigation brought by the adjacent unit owners or other owners that would have a problem with restoration costs being shifted to them individually or collectively. (See section 5.3 Obligation to restore) Job one for insurance claims adjusters is to mitigate if not out and out deny claims. Given the concerns I have outlined above,this is a risk I as a board member and unit owner am not willing to accept. Additionally,I am not as an owner,willing to subsidize any increase in our master policy to cover any additional risk premium our insurance carrier may impose. Another issue that I will raise is the hot tub that resides behind the 4913 unit.Here again is a condition that poses a liability risk to the association that is exclusive to that unit I have reviewed some cases dealing with the granting of special accommodations to condo owners and the Pandora's box that is opened should a subsequent accommodation be denied to another unit owner.There is the legal peril that is created should one unit owner get an approval for one concession while denying a concession to another unit owner.The concession does not have to be for the same thing. While the chance of a child climbing into the hot tub and being injured or heaven forbid drowned is very low,it does exist.The problem as I see it is that liability affects all unit owners. I am formally registering my discomfort with this current condition. In conclusion,these are the deficient steps that were not complied with in the alterations to the 4913 unit. ❖ For modifications to a structure,the City of Anacortes requires an engineering design (stamped as approved),building permit,electrical permit,inspections,resulting in the final certificate generated and signed by the city building department. I have already inquired as to the ramifications of these deficiencies with the city as well as the Washington State Department of Labor and Industries.I did this without disclosing the address of the illegal alterations. I intend to rectify that and disclose this information to these government entities tomorrow. I am not going to advise our insurance agent of these issues at this juncture. However there will come a time when this information will have to be disclosed and any subsequent implications be dealt with. Robert Deckrosh/Treasurer Portalis Townhome Condominium Association Page l of l Ingalls, Paul From: Robert [reckrosh@excite.com] Sent: Tuesday, March 12, 2013 4:44 PM To: Ingalls, Paul Subject: 4913 Deck Paul FYI I was advised that Mr. Ross also made alterations (extended)the deck on his 4913 Portalis Way condo unit which impeded into the set back. During original construction an adjustment to that deck was required in order to maintain the set back in the building envelope required by code. Robert Deckrosh/Treasurer Portalis Townhome Owner Association Original Message From: "Ingalls,Paul" [pauli@cityofanacortes.org] Date: 03/05/2013 02:50 PM To: "Robert" Subject: Action Required -Press REPLY and SEND Note: Original message sent as attachment 3/12/2013 1 )10( ( 3 ecry--Casi--9 _. . Job Truss ,Truss TypeQty 'Ply PORTALIS TOVVNHOME 1 J132255 1M02 COMMON 8 1 Job Reference(optional). Louws Truss,lnc,Ferndale,WA 7.500 s Nov 26 2013 MiTek Industries,Inc. Fri Jan 17 12:51:27 2014 Page 1 ID:nYcYhJKjnROPYLObg21QA2zuSOJ-E9Tp04dcKwplb4?OE9Duf0VHJZsvOhoxK5??JnzuQ8k 1-1-6-01 8-5-3 ___1_,. _-16-2-10 I 24-0-0 _- 240-8 1-6-0 8-5-3 ,7-9.6 7-9-8 0-a-8 16"x16"- 1/2"Gussets ( ece)10F'.foi \ Scale=1:57,7 5.00 12 \ 3x4 MII20 I I \ \� 5 • 24"x24"-1/2"Gussets 5x6M1120 See note 5 - 4 .0141 3x4 MI120 % 1ior 4.♦ �+A i g • o I +'r 2 /// 'jr" i 1I1 ::. , ,; 3x6 MIl2o % 8 7 24"x24"-1/2"Gussets, 8 See note 5 -•------. 3x6 MII20 = 2x4 Mi120 II 5x6 MI120 = I 8-5-3 - I 16-2-10 I 24-0-8 8-5-3 7-9-6 _ 7-9-14 Plate Offsets(X,Y): 12_o-3-0,0-1-8J,I4:0-2-8,0-3-4117:0-3-0,0-3-0J -- LOADING (psf) SPACING 2-0-0 CSI DEFL in (lac) Weft Lid PLATES GRIP TOLL 25.0 Plates Increase 1.15 IC 0,59 Vert(LL) -0.12 2-8 >999 240 M1120 197/144 TCDL 7.0 Lumber Increase 1.15 BC 0.50 Vert(TL) -0.31 2-8 >914 180 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.06 6 n/a n/a BCD). 8.0 Code 1RC2003/TP12002 (Matrix) Weight:102 lb FT=0% LUMBER BRACING TOP CHORD 2x4 SPF 1650F 4.5E TOP CHORD Structural wood sheathing directly applied or 4-4-3 oc purtins, except GOT CHORD 2x4 SPF 1650F 1.5E end verticals. WEBS 2x4 SPF 1650F 1,5E GOT CHORD Rigid ceiling directly applied or 6-7-14 oc bracing. WEBS 4 Brace at midpt 3-7,4-6,5-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1061/0-5-8 (min.0-1-11),6=943/0-5-8 (min.0-1-8) Max Horz 2=479(LC 5) • Max Uplift 2=-314(LC 5),6=-400(LC 5) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1785/332,3-4=-937/138 GOT CHORD 2-8=-657/1551,7.8=657/1551,6-7=-326/764 WEBS 3-8=0/308,3-7=-854/363,4-7=-63/512,4-6=-1001/428 NOTES I)WMnd:ASCE 7-02;85mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft,Cat.II;Exp D;enclosed;MWFRS(low-rise)gable end zone;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 5 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)This truss is designed in accordance with the 2003 International Residential Code sections R602.11.1 and R802.10.2 and referenced r, y,,,,t,, ,-",_x- standard ANSIITPI 1. ,� 4,,, 5)Webs 4-6 and 5-6 were cut out of the truss for a remodel. Repair the truss by inserting new 2x4 DF No,2 webs to replace the ones that were ,, ,, L\..' - ./ removed. Cut the new members for a tight fit. Attach the new webs by adding 1/2"CDX gussets to one face of the truss,cut to the size and r 0 ,!, :; %v, �''t,_.,,i„ - shapes shown. Nail the gussets with 2 rows of.131"x2.5"nails spaced 4"on center in all members. Additionally,add a 2x4 x 5'DF No.2 ':! '�; "` °., ., .3 �c1 ,.., r ,: �v�.ir,r13�4 scab to one face of we_b 4-6 and attach with.131"x3"nails spaced&"on center'_ �: �s , � _.ea) -TM G fa":: A ,r0tar'i" i` 10 i1.3. l;,sips , i'1L1 3 n + � �qr-,,�. :t LOAD CASE(S) S l P,; Ul P•(19 {i )Y:,r{i�`; r� €. 'tn �� "� Standard : a 'r ,;:6,„,,-,, rah.‘.,,zY J rrjO't;`rY"%i-'",,t°a.,wj y"r,-' 4 '/i - A Tee Jan ar-,17,2014 fTti ,.iw:;:aa�.Ei d:P,ifiw .uo,:t'..�-'�4`.:;!o-'..lr.�'�-�.tpawcctas-afm:V.ctfia '`..:��ticx:3�.�'.!ga3.$,pg. xEzff.>5"?h'�.,� I?.. ?� F'� ro't}:+� �y�•.x x �._a, i .nr�tM*Nsc1 c:, o e",.. �,k-..— reg .. �tzi �� °-i�S+ �:�%+T:v.2;`�.� 'iJ•"�s..F'.�zva��,._».,_a.�_'"6._..",.. 1a*.:�i k'�_ --�4�..i:f= rik�. �'lL��,r'?,is3.c,s:&.t -•S"`l-..3.u...�+<���:�" triolS,i,w---»,;,-lift<racicrs ,,,,,,,,f,,, ',,d Hr•:4s: 'ofr<!iijv i'4.5, rr".> . P. i•-..!-> 1;i;` 5'r)e:;.), rP*-;t'YL>^'iF:`._.. .{r�'. -- '-!:'.;lip.�!r'.t iS"r.' Design valid for use only with MiTek connectors.This design is bosed only upon porometers shown,and is for'an individual building component. ;t't ,, Applicability of design paramonters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown "'c', is for lateral support of individual web members only. Additional lemporoty bracing to insure stability during construction is the responsibillity of the p I' erector. Additional permanent bracing of the overall structure is the responsibility of the bu.lding designer.For general guidance regarding �+ -' fabrication.quality control.storage.delivery,erection and bracing,consult ANSI/TP11 Quality Criteria,DSB-89 and BCSIF Building Component TRUSS Safely Information available from Truss Plate Institute,583 D'Onoiria Drive.Madison,WI 53719. ::;er I • I t Job Truss Truss Type Qty Ply ' PORTALIS TOWNHOME 1 J132255 M02 COMMON 8 1 , _Job Reference(gpttonall Louws Truss,Inc„Ferndale,WA 7.500 s Nov 26 2013 MiTek Industries,Inc. Fri Jan 17 12:51:27 2014 Page 1 _ 1D:nYcYh)1C)nROPYLObg21()A2zuS0)-ESTpD9dcKwp1b470E8DufOVHJ,ZsvOhoxKS??JnzuQBk F 4-1 8-5-3 I 16-2-10 I 24-0-0 9,4-►-8 1-6-0 8-5-3 7-9-6 7-9-6 0.0.8 16"x16"- 1/2"Gussets (.5'�:r f.l-w r;3'` \ Scale=1:57.7 5.00 12 \ 3x4 MI120 II \' 5 I 24"x24"-1/2"Gussets 6xe MI120 See note 5 - ‘'?1\ r.... 3x4 MI120 (K • • 3 \< I `C - I1 2 la _ , r 0 3x6 MII20 % 8 7 24"x2411-1/2"Gussets 2x4 MII20 II 6x6 MI120 — See note 5 ------/3x6 M1120 = 8-5-3 —I 16-2-10 I 24-0-8 _I 8-5-3 7-9-6 7-9-14 Plate Offsets(X,Y): f2:0-3-0,0-1-8),f4:0-2-8,0-3-4),f7:0-3-0,0-3-0) LOADING (psf) SPACING 2-0-0 CSI DEFL in (lac) I/dell Ud PLATES GRIP TOLL 25.0 Plates Increase 1,15 TC 0.59 Verl(LL) -0.12 2-8 >999 240 MI120 197/144 TCDL 7,0 Lumber Increase 1.15 BC 0.50 Vert(TL) -0,31 2-8 >914 180 BCLL 0.0 Rep Stress Ina YES WB 0.33 Horz(TL) 0.06 6 n/a n/a RCM 8.0 Code 1RC20031TP12002 (Matrix) Weight:102 lb FT=0% LUMBER BRACING TOP CHORD 2x4 SPF 1650E 1.5E TOP CHORD Structural wood sheathing directly applied or 4-4-3 oc outline, except BOT CHORD 2x4 SPF 1650F 1.5E end verticals. WEBS 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 8-7-14 oc bracing. WEBS f Brace at midpt 3-7,4-6,5-6 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection,In accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1061/0-5-8 (min.0-1-11),6=943/0-5-8 (min.0-1-8) Max Horz 2=479(LC 5) Max Uplift 2=-314(LC 5),6=-400(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1785/332,3-4=-937/138 SOT CHORD 2-8=-657/1551,7-8=-657/1551,6-7=-326/764 V1/!<BS 3-8=0/308,3-7=-854/363,4-7=-63/512,4-6=-1001/428 NOTES 1)Wind:ASCE 7-02;85mph;TCDL=4,2psf;BCDL=4.8psf;h=25ft;Cat.11;Exp D;enclosed;MWFRS(low-rise)gable end zone;Lumber DOL=1.60 plate grip DOL=1.60 2)PlateS checked for a plus or minus 5 degree rotation about Its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 1 4)This truss is designed in accordance with the 2003 International Residential Code sections R502,11.1 and R802.10.2 and referenced kf,,, f 1 standard ANSIITPI 1. A. 5)Webs 4-6 and 5-8 were cut out of the truss fora remodel. Repair the truss by inserting new 2x4 DF No.2 webs to replace the ones that were ,,r ,.f removed. Cut the new members for a tight fit. Attach the new webs by adding 1/2"CDX gussets to one face of the truss,cut to the size and q�S�•'�', >;- t�r{((��"per ,i=�y�q(J shapes shown. Nall the gussets with 2 rows of.131"x2.5"nails spaced 4"on center in all members. Additionally,add a 2x4 x 5'DF No.2 „ %' °- S. .\ '1: r scab1 to one face of AT and attach wit s^.13�x3'Halts spaced&"an center. 44 6)/ s. }ti S< Fz a - .) tgie 6'f 0,=;t A1, 1.1t..)l t' l 5 tr MO 4' �• :q .Pf .' ' / VA 5-t /� �lF Y,f� ^t•• \ LOAD CASE(S) Standard , ? �1�,;. R(37' ,.:j <l� ,�7 r_, y/r v {f % c;Z �t e ::`,/,..sue;' Ap • f l t-ere- v 71egoi rS 6/24/1410 1y1o�a 4.a=turn;.-5 iiiii,i'r'Y7t .•'`'-G>.r'-, R,-tiimisu5 i s`'v-.,.•' ,. '.• i. 1 Y 7, 5 r fit,�� .=�1�a�fSQ;fx�sl.',Fr� :+�'ii�,�Cedr �*,� Irk').-`�'t-'rm�w.�` • (eM,r., i4!'1;i1ea.(':.;�,.y.qr<Iers:r,rs;:,vix;:r,r,...ar:<t?i7..,??:«'1b'..t3.. 't;:,-I NV r:r:• 'r. _. __.'. •_... __.,-.... .__..,. . ..-_. . ,. _ __>�#:^s� rr. 1.,.,�..l3ii�:l,Elr,_t ,. ' S,r ..'pht'F ;...t S. r r lr U,},?.i iyik•. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and lt.for an Individual building component. .N�.� Applicability of design paramenfers and proper Incorporation of component is responsibility of building designer-not truss designer,Bracing shown •sJ! v i is for lateral support of individual web members only. Additional temporary bracing to inswe stability during construction is the responsibillity of the n qp p S ill erector. Additional permanent bracing of the overall structure is the responsibility of the bulding designer.For general guidance regarding l Cs !►il/a7 t tobrication.quality control.storage.delivery.erection and bracing.consult ANSI/TPII Quality Criteria,DSB-89 and BCSII Building Component `r R U S S Safety Informotion available from Truss Plate Institute,583 D'Onotrio Drive,Madison.WI 53719. • 11111. 411 • Cz ! • • • • • • • • • • \J: • • • • • - • • • .it • . • • • • • • • • r:r • • • • • • ro k ' a .,, • • -cv1•3'.:3'4,•••33 ..„ . , • • . • .f . „het.%.,L:Pt . •si . " ., • .•, . • . .:•,.4.:•.2.:4,,,,. • - 4d:-, f.t•iicce•-•!e. „ • ' • Y • " • '•:„./q:,•4.4...• ; . . • ' T.1",'„ S: , . • ... :••••:""r<<Sk.•:. '': : -' • ''' • ••• . . . • . $.,S: .1:`• :n •-•.. .. -...• ... .. . . ' • 2 .VA:L. •• •::V.• • : : „ ' c• ... . • ...."•• :.< i. • ?',." • . - . : • 2:riCAL4Thf.4 "' ‘ •• • ' . '.;.CC‘ A...A • .‘41‘ • ' • `..•••" ''4-4'.i:.• • ‘ft:',..q,j, ......... .14,.:n5• " /.• : V.V. . '• " • k• ' Z.S." .„ ...::!...,,X3.:,.::::<i :.• • . • Yrahl; •,. Y'l 43'• ' '•< -. e . .., .. • : "1:•,:e• • . Z.. . • • „ ‘,, . n . - • ' •• •,, • s e • • • '• v .• • ' • • 4' 0:0<:"": ••'"2. e. -": Wei.:'Sc..' ‘, It' .4 e, 3'.....i:.1,:i..., -•1'.: ' .:CI; .-.al'. ‘ - . . : „ . - it. . . • d >:t:. .;4114,..:i;;1"'".:A':ds••?.1a•;f: ..:., •:,-: likit7. ..., , ,•OA< -• ,,..44- , :...• 4-se . '• "d, . ' '' . . • - ' , . . . . . . . • • , . . . . . . , .. . . . ... . • , . • :c•i -->,,K'k!, ....: ..:. . . ,: , - : <:>.. 4 "4: , •*;• : : • ' , • • •I • •'';'3(::TA.:3:413e-e-Mkti......4. %..-.•:-..;;4a3k3k 9 4-.-- • -sp•"<.•3 •40-.0.a.,,...:4'e • •....".„•••.4. ' .4: . ":,1:Na's 50,,..• ,••<•' - -e• , 41. ;j.‘ii:•%,::'.-">.-- : 50 7*. 4.. . . ...... ., .. , . . 1 • : , , . . • • ; • •• d ; .A •d •, *EN L. b, • „ , . • • ij.10%. • • , d • • ; . • • • . ; NE d • • ;•• p.•, • P. • . • . ; d b „ • ;„„; $ „;;;A ; d • :4`.... • ..:. ESV.A:frt.s; : c 1.: • " :. - ' " , • , . • . : • ‘ ':• %V.; .3"44A:A:,•iW"5.4..34:7‘:4.W.:•:#144'W-4:0V:2::•D'Alt‘' • .,". ..t..:.?".‘:</re ZS.:4:S•<,"Ifell,M4i".•:"r•SAN:041k.V.4:1‘e:/:: ''''<•‘j k .,...4‘.„4,:. ...:, , v• •-• ‘• -7.„. , .: , .. .. • .. , .....„,„ :5,-..: 1: a-..4:4?Aw••i-y-:14:4-v:/ivn-:.:•c• ,,,,,,$.1,1we4:$„:44,. : ,... ,;•4 z.,4-4,::;;;,4tt•1.,.4 ..,,a,.....k.. „,A-4,:,, :: ....kw,::...2.,..f.• •A:44.::::.4::: : - - ... . • . • : •44,‘ 44•,•••• . . . - -.),:., ::::> • : ?,:•.:: ::$:,!.f;:•$‘.70L.ki:,..v.,0.,:: •••:::::".. :44::: •sk•;z:.••<:•, :41;:e.:.r.--c, 210::::•#•::,...4:4•si..:.as:47.%41,4.54,0.%04: • : it.atry., ..,. .z. • .:44•44i: ,... . , 'Z:',:„ i... : : -.. ...:,;;•44/...,•4": • : •?:4:14".:42v.4:0,4tt.:•,‘.."..*:.",4. -am* 4: :.*:-. .0?-4: 1.4: ,:t$ . ,?:;•:14•::.- :4„.„. •. •:0.4...: •i : tr•••:%„:„..0::*:4,.. •::$1.•:,. •.• - ..., . . ' ,3'e - • '• '''`'' • 33,'`''''''', ,z•-'••• •••41 t,',334 - '\Ntlf•-•%E,44:2 'C'tttt - •., • :*: Uf:'•?,..41. .14 g3,....4133,3•,1‘t• gdwgir..,3.0,33,f...,,,,..% ut1/4•Nrse,•:•033„st, -$ .*,.,.,.., . , , ? : - ' 'C'43'• " . '''':''''''' ,:uk .4:11/4 .*34:04.4.4: • Asi‘af,'" -' •.'; 4•3•''''''.1/4-2r3".:,!•1,, 3g`33.,...,...111,3 3,31'•f.5.,',e,A, . 4.'S.isc •••.' Y•01•45 Crets.r93,1:+1.;:• • :<"d:?:•• .5.A... S • : \r''C' . . .. "'.' 4: .• :"4:re: :•::`?"(:4:•;24::: ,I.:4:4Y•cAtkia: :&":€1151 'kge ''"Z •:::::n 4" • 'f.d.. (":‘ 34<•'' ":;' ..tet.1,1:•?5.....0'34. :t: Slyer ,A.4' e:tOrn*3/4."1 Vita "4:(s.:,,,C$•..<r4"2::::, . , • .e )04.:L•r< " ' • . , • - , •. • •••,'.Z ••••••J'"4 • < • •• : ": '•' ": •:. •.::::: Y:it'j":::••‘. e Y"'• .V.;..kk, d d d ••••„AtZt.V, 4;••••‘;:d •••:•$*%•<$.k •$e„„„X t 4 bp•• . •:•;„.$„,:t% .. 4.101.4": •a<: i .• -..i. , c•,.5. . ty: - ', ,.. • - - ; : i . :• -, • . 'e. ,-4. ...• . : • . . . . . • „ . • .. • . . . Nark?Ss.:‘: . r• .,-• i, ; '... , • „ • •• d %., . •$•21 „d d:• , • •••” <••> •••• ;$5.d„ .,;..M.1..,2.1,1.;,4....... • c‘4:3,‘,..SAZA •";‘;`,14:i% 3,-1,-.. N.244,1*,..t.,.iii. .....t.v4:4-....ms,,, ..s...?:4xt5..e.,t.3: <..$.....„44;d •.1 •d < • <,•••• •„;,„•„:" $)$%•••• d„. •Z;;•<$••••.1.4. ••: ; ,d O..: •,,, . .: • "d • "1": .4.--•• .' ' • ' i•'''' ' : , ...' ' • tr • . d. - : ' :-.. •••;%.• '•d ;CP. ••••••,•R<PS;VE k••• •$<•%54•• Wg• -“e.,.e., --.:-.1 w.c.o.rp,-,y.• w. v.v.; ,.s. nye/v. 4:1'. ",5:;<..N'<Si% .'"•,':.:•• .: •,,"" f.,Y, 5>,Ed ,••br„t„'b ':: • ,• :• .. "..3,ip d ..: : .. • . .. • • .„, r.:,., • c...i.41 .&.... .-,..- !.,. .., , ,, . , ... . .. . • L4tb.,?. s, „ ,,,,t,.....,es...., .-1.:(....,:....i,c,. t. ...• • ,..... „.. :...... ... .. it . , . . . .;,,,,- -v- 46. •‘"remMett:y 1)•.:j•Y‘k..• ••••Y.:• „ - : .....s....- : . , :,„ d.• •;• 1• : .4. „,•t$,04.*, ,•:,„%c$,I,v;W:.tAl.;„1,..;It•,,,It3.4„‘•„2.; e‘ •> „ Ytf.; ,;C$4,‘A•S„,d $ .. Y. 14:11 dAr•bk.Vc:•:•d,:4•ld..t „ , .• ..„, . . ..„ ,. . , . • • 4)Y";>t 14 • ;<•; %.? '''?'•4‘d -P.* '•:',4,.. ...V1.2 ."' '' . ' - ' • • • ... # ::#. ...# # :r; 4.474...m.z"'7..k.4"..IC;;;,.„..# .,.....: sA14:;:z; ( .i t!•kif, I ,, ..,;,4<;cr . , , ..!. .. 1: "ric.: • , • . , 1,:-?";::::,r", ::: .;,04:s er:::"... f:i, 3,..1/20f4.VeR•‘• / - •••'.... < ..:‘, : d • • • .. k:05;•:•-4• , 44,0.5.<1.4.. .5...,<. t ... . . ct.<4 • <z N. • . 'f.•:,.. ......k.r, • • • C•e•;;;$ • f. 1; • „ 54%t Wt..<4 %%•' •. <." '4. tea../V"• .%<-.' ‘;:z•••:•' ::'''.‘x.::.2•••••••tZ :ffir„<t;;%$$$Z d ;• „ ..4 <‘•••' . ' v‘Elt0S.; 7 t.,044'YY 5•Vt&::i•:5)';‘: ti,i,e..°:?:•.< '7:'S"3".„..•‘.W.:EiNe • . • q: 'r < treP:•4 ki, at ":)Y L : • e•Art;41<sk.:S•4 '..g:t::.:c;:nr E.-. :::: :‘O..;..;- -: 23•133.'&33".V.,,csi33 :3-.0,•cg&...3,...:..g,..?.. h. 3 •.,,f.: - . • • , %''0 ....,...4.4lett..4 3•Sit. .< .'• /AN-P‘t, e .. : • ::" '4'.: dbk,A•• d • 443M14:;‘<i••• •<•••;;,;P).'47„,• ••••;•< .i;.$% • ••• •••••;•1 r „ „ r$$$YS$› ; „ •••••%;•%$• „; Y:‘ tikt„;••„„.„*M% •• • '. ;•:$413,:43. • .kl..k,Lks.m.,. .- . ..,,.. .b <= A. ...,sy., ,.... -;-,..,4 - * 4i;,:-:„.....u.:(%?,. .....1;:::-.:::::;:,:!..k.t..:...-.;>:,.:.•..•, d • • %3•:#4•4 d adV;a•••••(%< 'est<>-20/,1,-Z ..1<•„ste.'• ,.-`‘... .,;•4•"4•4.::‘:,-"‘, T;',': - . • • • • atk,.. •. Ar•• k4:4YA:?.. 0{..ke•r%f.14:4“.t3,'."<" ,, . , %., .- tee$1.0.1.4",,,,;W:A.,\\:"-“44-.*< <4:4,.. .'"*,?7&•:"..7. :7, •,,-••'"... . ' . , frit.'•••••X,$$ d„••• „•••z •;••••••A ,..- . 1441$46"...:.„4'>4."'‘'Ne.•":. •-• 'YS'Y ' Y•14:"n";'C'4`. '04 .\‘wt.' '2s.v ' ic fa, :c ‘. ..;•-•.„,.c d,$4% „ „•0•PPV d . „p • %, •.2%5,91-$ ?•• •••$...Yr „ $<„,.„• p;*;•••4„.‘•;;$;$410,3$t :PA".•1: : • Y. %•••• bl",„„.Y:rd: • •••;;•,• • „ •$„ $d $. •4••<Yrt.$$$$„;„ .s. ..M. •:, t.:F.T..V.?:.§..,'.2,,:. - „:d d„ Ed).c),C - f..::..1.•„.t A''''. 4A: 8 . 4r* :,,-..kw,?3;43.04.3g,w,•31 Nit:,,,,,,, ''. -;-34.3....z.,t133,••-m>. 3,g. , , -3 i3Q33-z-, 3. nky3.... 3 3:13 t333.3,.•: . ,,...ic....;',,v r::...k• -• ,,. ?..."..n•333• -. . ../".., ,, • . 3 .3 • ,. )4,k,, •,-433...0.3A .....3 ,),,,,K.,.:-.-3-3 3.,/• • • , "333-3,,s.3..4333••"..'":73.'33 340A,,•,3-53-'32 3.z3••3••••33,--,c33-,k,,,:,•-..0' • - t'•3 N3g. "•••••• • - x .. ""-; ..""' 0' 3 -'. ', ''' ''''''''" s"' '''t '' ''' ' <- ' '''''''` '' -; d ‘• • • " . • V • : ‘4 ( X ' ::;":::'" :x•:::::: •:‘ ..""" el '-"‘1,•••'••-.). ' •••'""•• ‘ Y .'"faCY•••••/•• ..••A•ti :$4""..•&,'.1Age" •"1:"4Yrir<AN'Sr:„.n,SCOStr's ,:e.,S,e;&., "4, l' 1,7;,•",,„,0 • st.e,s.4 . .4 , ". •S* •:: .;,*; „..A. .<0 , ,I.,. . ...,01. .1„,....sy........„. ..,,..,,,,,,,,,,, „: d ..., • k„ • • „1:„ • .1, ••• ••$14,•••••••••;$4• •••••••r•••• •% .% % • . • d • 4.4 .•'',44 :.:48•84.7.1,,t44'.412:.• •,q..\•: ...v.;4;',1•,;t•-•;:::..: ., . ' ,-,:: •4'.••," ::-,•:".--.'":><:%.:t,',.•.".•"«4 .4(i?<•;t14:‘,": .:• '•;'. . .Witre-4,:.‘.4'•; ••R ce: t•••':t •,,,‘: .-•-•'•4•'• ••:^‘• .44 T %. 4,42:$% $•"„.4•;$•••• )••••••$„ ';%•$.•224.%„% : pr Vr„•t•S: •.4 %•••‘•••d : , • . • • „i; 44 'It•$"• .CEI.Itkek,:24..,4.•,:t.:•.4"1,..• ;••„„ •• 4.d: • d # fl' Ol5y5,•:„.•",‘• . : ..:: '•••••. ... .' : ,' 35entr.• 0.4i4{-0: 14•1•1,• .t•''. '..' • • ..:d•••.:14 4 4;/1/4‘4'..; ‘40:\Zit n):".:W2.:4"...S"‘.?>?:',.t .:•'<4/5•:'.Y.E,:if:•0.4:1?k•.4 trlitkVel•CSZYS.:-5''''''' '••••••••? ''• ''' ' W : ST".•'>' TV4V•%.• l'••••••01‘.(;$•••••••-• ' cc&Y‘'. .• ' • . • •••••••-•‘.4`.:•%•?••' i‘; ‘>aX"•> •.%•/..t•'`X•k.•••'.\d,/,•.'.:•'•'Y.!.'''',N.•41N•;•E'A•'4,.W 4.1•0.`,,0„.„.„..,.. •.• : ••,.... •. d •• • i.,.•• 41$?4,.;•1". Vs.',411(c.c..si.....1.t.),.;.•.r,..x.;4.„.4.. . •-i.Cf•'.''..??..•::V''.;rq••••:k••,, •,:,';•e Yk•.••‘.:,44;','''..•:•i...'4,,....Y.""x. • ' .."..‘`kt•r'••••'P4 <1.•)Z'."•-•• ..) ' ;••'••• • • Y:".‘ ••••444jAft,0 .‘;'....“4.,fi.: i.1Z: •...><•M.0.5,'••••• .ii:. -4,,„• Zt* • . , ..4 cP 5:7•7 r1"'-‘,4 ;.:01!•.••-;.•:',:et•.•••••••;:.;. . •c.•'-'::• :. . , •., •••• •x-•-%<ln,:: -:•;z..c.."‘,$ N........f.‘ -...,",-. • • - - , •44.::' ..:?'0444.74/V:;;,:Elk:i::.?,?••!•2.51,11',11,-,,.:(.;.4,.$2......,,, L‘ , •. .: ti. ?•001:::.4.....44:0M s.>";••••44,..c.4.ch ..c.li:,..-r,....,,i..e.,... Iii '.'4 - ...j":t.c!•'.. 'El:::::.''•-2: ..> < . 3.„. ".`,.-.11:M.,. *4•:•';•,•''..<. :,:e',.<4:42.•-y t."..14'..>t.1,'"•:.1 .4."':-.Z••••-• 4. : 4,2".C.-: !: “A• :.;>, ..,::• j• . :: •-i• . . , 44.."- 4,)litaiWitli?:•:::5..J.44,: ::•::1,9,-5.:$?4:33:::0-/: • • • • k%•$*; •fralk•41,••2•M‘3C.:.$12rd%;;S;<,;%:•:;•;<$1,;•,;K$ •$(„4„C•Pt$:./„..• 4:10,1;.+4.1.„,„:4/.•••",:e.'s;•:: • -"."•. • - ' ' ; ...4`101...Ce'<i;trg.t2'."%V41‘e-k•••,>1/4").n....::,,Is.5-2./.<.;:•$•`',,:d •' ' - .-;f•''',e ,....... .• . • ".'• .i.•:':., ;42.••.•;' '7;.'.‘: 'i '.': k'' t V •}:$ •• %:64••;,•to• 4•,;•Y.•••; %Co$.• • •••Pd % • %:$1r••••2••••$Sr.1 r • . : • • .:..:T.4 f\: .'•".•.Th : • '.'"'i .: •I!( P:.'• •„•Aft••;,C..r•••t•g• ••‘:t .5i;:<;;? i :/f:•••7%;<7 i'd ld'.4•••••• ••td•<•?:;• )d. %; ' •.% ‘; . • ?V.:S.M./44.: 4 • .4tit;0 PIL:•4$•?$7;•••••••;•W;V.;:•4•;1?„•••d•••;••••••14•$Ytp:NdtrP;...:, ;..,,?: ?„. •.•••• •• , : • dd ...:$ . • •••„. • ••:, $;„.12 rt. tbSp•td,„%% %;•; ' ••.; • • ; Z ; d••• •d„, „ „P••. % %• •/Os."'" A f%& . k;4$•.i.h......•.!..k..i4i.:r.:dr.:,tE:::;::%:e;;;:-.t;1:: ?",... c.,.gj 2:.; „; , ..,• .. , , , .... •• b. •• •... . •• •\St:Vb.>\;.•;•••• •• • • i:. ••• l•,41„4:, 4 d 0;.:„. dd•••;‘,:t..: •• 2.''d: ..:,.••• • d t •;%•$„;,%$•=$1,6 . %C.; b • .2•••• €2••4 1• '%;..• • :•!:d “"?*1:: • •••:;<•<%%V •%f %;•S‘d 4 ••• : •; ‘ ', E;ttC, ;;>•„••t 4'd t P••••„,••••• ;<:Ye ;••••< )(< 2•• 2 • VP ,•d : V••••,4Vdd d •Yt'„ •••rt d ••d •• • < . .• • • 4t4;;It ":‘„„ " % • . ••;;1<<„<ir••:•<:••••:$S$tVd,$t:••••••;•$%.<MV.;%„"%;...b.<• Pb:••• • , ;•„:„:$ : ; . • ••• ;;•• •1; ''''1„ d•••• • • • :-'.'',1""':';,:.tt*I•";••••"-dc- .'-; :•.,‘:• :•.".••• ,••••.4:'-:;••;•-.:AN‘c...`:::-.'t.;.•(•-•:',',:a.":"' :',•Z"4. • ,. • - - )333, ,,e'"...t.gQ,,W3ti 5, • . •;$•;Wt:$$7:I.„•••• ••,••:•$:•;;•;,„""••••$;;;PS;;:d :Ce...br.."0';:;4',07;;"7 '• ' , • ".. ........4Y "4••41..'d.- ••• ' •1/..", .f1.• '4.f.Z. z.,.•<. „.•••;.,;,..:... %. c.:„2 c?$•••Y;;<,•,•;$<„•$;,.;;;;: d.$"4::::•:,,$)•••••;•$•;.•••• ;•• • d. b .1. lt.%tc 01 %„, ••• 3 „ •O.L• • re d d d • I >4.>4..”,.1.--.1•21',:r.:.-ii:cW,A•to•ko."::is•••.4k'<e rit:"'•<•:-:<.r..?\\‘•'-..- %%5, :N;4%; ;;X<Et ••;,• ' <; •P6'„4t „r•Z ••V • • Y: • a44$•;,%•;;;#$Y.„$„4146.4„‘„441.1.24,"t.::::•41‘.r.„tid:r„„n‘r„;‘%.31•;;„t„"<%• : %•4 :. .. . •d.::.A.<.‘X,VAI.. •'‘'NCL.\4.30.703t>>..a,eN:..4"..b4.:Wn $E.t.7:..:,{4.14:::0\t‘;1.,N .j..Z.s.4nk, y..1?),:i*gp,!%.<4::.,/ 1.%...,.,,,:z5" : . • ••‘,%.0. i ... ..i0....;;:e>14.4".0.10Tek..,;.,As.:0410.:4•5 0,;,..4.3.4 4.,..s.c.s.y.;....4.4.,...;0s,- , - „ • •••••$Y.:;$$•„%,‘,$,93$;$(>4• ,X$;,$••••,•;;;•„*„;•$,P$,$•444,44;$„;:4Y..Y.>$47.$db.M.0.„,r•,b4:4„*„:$•>$;$A2•4 ".„;•„•%„9:t”„„•••,; , d„ :•d••p:;P: 4;„• • „,..•$,• •14.%.X4 • ••• 4.7„,11.,,[17,1C•apiliaiat,Te;#4.441„:14.4prnit$1,,P41,%$4.tel%„•3; ••••• :„•;.Tht%•„•;N:/;;;Irr,4•,..;bj.; • ,$$?„td•to;rfrinZ,V$5.444•1144,1:rdt$4;Ya.$;$:(•$$$$et,$$$.4•4$ p•brbt,CY.•:„Z„•:;$1$.$$:,„•rEYY:•;,; .„. , :.$ . .;fry .„ .d., :. *.33P5, -;•34' 3. \'':•3-N.ri P:). ' ' '.". 5.s ix:::: e• '‘• r'Y •• l'n jilitt:ISAA3X1•44 ii4"YrAA:"'Y".. d%•'•.. • •. . • ;V,•<••jrij.:eMj,.(yil."jrAlsra..4‘.":0'.V.V2.4Af...<:‘Xt'iotleAsti?"•Mi‘W:fi..e4Ss:g.:‘‘,"A.:::::'S.t4. ..:„.,-""c•<;:•". • . j. •• . ::p.'4.:44.<@.,.<- • •••• • '••••4;h1"..e•• i <V . ,,. 1.13.„get44.*.g..; • .:t 4,,,,' • ci: .t.r.1,,••444*., ;•kri.,4•,004„r•:`•<:, , , - ',e,:14-V5,44.?i•."'Ilt::*.,<Pegr...4...1".W,..-X-1::5";:k...,,:,f.ilnr041N."-)14ka,'.." <;:',<‘:•:$'K ',VS".::.t.' Jf„;:-:•:.'.. .. r , ,....fe'''..A.4.4 ,,,<"-•..-47,1k.P••<, ' i• " •.'."4“t•$•••$;<$Wb k Ap....4., • ''<eet111,W.T. .1•41?):0<kc,....•••:<•'- ..-: '•.. ...:•:"..Q,k""t0:44•;42,•;:. •''<`,Q-1"•$<••N••,`:,,,,•?....k;W:::,".:","4,:ixe4,...,•:•W4i.:',P•;••1'0......;f0.;;4i,' 2 .:0'0,,,;:••<••:, I: • ... :• ..• ' . Y :••fm.v.44‹, • ,..;,3,. ..• d lk.b, ' 45•0•• 4; • <%;$ 1:0;$$4*•,2*1/2< ; .% $fteik$Y00„;$4..„%W .$46:••••; t‘2;• " •• •$k••(:"%ft„;;34,4%;;;‘2 A$14•1••••);ASPWP•<4;A• 4:4:d;tr$Nirc Y;$„;$ <„<„:1;,;;$,T.,:••:;;;:"•‘•S' •%%; tid••• ;•• •• • %. • „ • ••ad $12•4„ 1;;Salta.,<41,4„Irtary.P2OrnkM;;Pr• d;•• ; ••• •• . ••• 2;••• •••• •$•;:•di :',1• •,,%$.•• ‘%•:<•&TA. It•-•"t:Al'iW"t"•:::.‘',.'1;i;l'\•V•k?,•P••••'<..':'.'•,..-.tt...•..a;*•••••<-•• e• . •'-:••-•-•,;d-'• - . , -," ' 4.` k. < •• h ', swi A.,454.4..c•s4,-.1", dd 1..),,s. syrale.,4 4-...;,,,. :,. . . ).--,..,"k(meh,;" :4•,:-.4.? 1;::::‘,t,..,(,,s 2.1:.b.::.•,..4t..c. :,,,,..P.,:N.s.:,...ke...'7.:,;%::- x.,,,,N,'“... ,:c. • -.,::-• • .. }..4f•2.);:vcfr •ues.A.,x,t,%Z•z,i„."0,,,...tj..4. .a.,.„'''''"''''''"''''',,2.,..k.. ..:: •••••••• • . :• .;; ;A.$:••••,;,?;2„,,VE"Yil‘r..:($;$;;$400,1:;„•04;43,;5h$MP,"g:::\d0t;%.$%.„g,K2; 3tdc.;•:Y• ?• d.$;;‘,.;d•;„;4: •„.. ./t.d %! b P%„; •‘<k.<11•$:$;$•„$$$ %•$•; ••••; • 41.121,"41$•,..;;;KrefdPipritA' :4 kd erliEt4114;E%'•••••;k".. „'; ;lb:: • • ‘••••i •••• •::%6%;•„•Tr•%;$4•$kd•P•:„Yd$0„.•••;41;h4„$;,,,CR4,:•$$„ep<Te;„•••$•Y:4;,";$1•;7? c.d•;•„,",•tct;•“%ttY• /*S., ;„ ; •R: „ . lb ...;:,ris.0". • :Ls.. .,,••44,45...„;,,,400,.. 0* :...„pc.,..,t.,?Yi$::•4„,"•::„Y$drk$••••• " • lb .4.:• ,d•,%••• •••<*r.$41,;dr.„;$0•Arip„;ft„,$„"$,Yr•VM.$$$•$;$"$,A$•• „NY$22>(••••"$<•.%$; „:$;•;.,:'( •%pi':$•••:;• „•,;:•,;$ •• d t• " ' ' ' d it .., • d • •• • "4$3MYC)C <1(Wtt•T'Or4 4 4 Itibi 44;t[4:1,401t4:<;1:;•: ;••• ..).-.? •.":- t-Aksii.g.4\v44 .$44.a4$4*,:.••• •.,4. :; ',.....j").,,a,...,...:,., .,•;,..cci.; , .......,,,-...:'.. . . . .,.., . .,. , .< t"e f•"•'‘ \ "7;(<• • d;\•‘• •••$4X• " •%7 "• Pr '. :b ).„. 444; t;4.4; ‘•„. d d% •.„ ••• t •W% , •Sd„ d , d • b lb • $ i• • 'd . „„• •% • •R. •• b. ... • , • • • „• d „ • , . d . • d 4, l• • • • • •SP / • , t• ,< ; d . . d •„ • % • „ II , d „ ••••t( •; • /„.$4 •, • Z•••• •;„%< fr,“;••: •••• •• ••••":%!;;:‘,:•<C. $::;$4$••••52$•,••••,„:4?„•$••4$: • • ' ••••••2.:.;•• ••••44:d‘PUE•.$<•••<4::: :;4 V „••• >IP; ••• Z. • ••.:. •„" • • "E..‘,E., ...,...;;).„:44,41/4,t4r. ....4.,c,;(404,,y14.k..:...$8,2;44,5‘,. . ..... 43,21.:.;?. j. ..c,tid4p pn..„.1rii4A4.n1/4.4,,2 4.4 . ,..1•:.e:./..tt,V24.., • ‘: ' kr‘':',..)." • :• „d •;$•5 •;••• •$•‘•;•,f24$;•„$?:;?••$t„4:;:f1;•••l%I • „ t •d•• •••••2••••frkti;$•";2••„:$::•"ZIVI1• •••••;!: •"tb1;•• ••••• • rd•••,<, •P% „„ZtSAkZ„10$••;;;;„. t;$;;;;4„;,„Yldb• t,$,Y$$$t •‘<%••• red$„ ;4..1 $4 • • A.%I.„.4;:telt$,•<&:$5;41?‹<Ort.t$1).?t• • 4.1 .;., 4-.4, . • . . „ - .0.;:s-Nr:..r,.. .s> .......v.,,....-:".r.v."1.. .,y..!:,-.::::!:.*:-...< cf...:.ii. ...,-,:.6f..-,-:... - •:..... --,..,....eia.wg>.3.!..w.g“i:-%.:...).‘... :.\-:.3...::''..''e:Tht•t,WbS•q041--,•,%;;U••i•WA\"-‘1,,q;g:•,•:$6.4! ....:. e ' .4..<-"ini*..crk,./4",e41,C.;',Octeat'ii•43. *..27'2 <>."- - . eq#,V"3-'“? • "<OnC; 2. 144$21k4:<1"•*5••• 2.<•<IS:1/4;;•&1<%(:<4.%2 • • $ <•3#4•54$ dr•Mt$: ••Z• $;%•dt:itt;:b. •:;$t $ ..$4,<, ',Al;„•;•$#$$$b„.•'„4 rpWdZYWIZYNIVIWC,•••••,101%>flge, sA •••‘• 4/\V'is.W;04:‘,•4:!41500:•.Y...'.." 40, .. •• ',;• •:41, ...s. ,.: "...if"'',":'.3.;?;(3.'•'4. .if.....iM...f . .17,430:14E jc:M:ef,t,C .C:;.›.0.4SPAifte04,0VA tr.(''''.CI,3W4::..?:,..Y../;44-.;•' ''',•••••": .0“...<70S•:20 d ti4.:24•&•.1.:::::•1•,E>0.;,...Wiesk.04.6;4;i:$00.0, ••••,„:„. . ,.•...• ,A.•• • ••'''Y. ;•";.',:.....:(,„';,- -.3..;.!0t, ,..i.:.„ )4,44,t;ks ,-6,,s \.., :i:: 0a;.€74040c44y -•c'•• 14900.1:c.m.::;0";4‘.;.W 0,/,...t.•.c. 4. . ..;.... , •:,1•Xe4y.i.j...•.•,.0;... .., ,...,4 • :. • , .1.•.:::;;•s).7.\jak••$4„t„: ;.„4•;.Y$ ..3' •$“0„,;$•.n;tdb„Yittbilb„.„•••4‘9•14 1.1.0$$$;;$eltd.4. „Wr„d • • t•ttStrpY:t„,‘• dId„,;$•• 4Pod 14•••r.5 7 •;;- • .. •. . „ . . . .. . .. . - .• „ „ v ••••05YY•0+.0•0:C:CY lern• #1. .;tc.: 1 C •:A..:...:4 %I:SR"V•Nti:k.."S "1... ). ...•:, 1:.r.... •CC:4; :•• •••: % ;„%•)Z;;$•••• .4..•••" ;C• •r " •' rt..t•t;•<;iPet„.„•$• •,$)$$S„$••t;$;•XY$If •;)$•;‘$••• <W.V• "E d„CS r;„•>:• ••••„:„•44 • .0Z.4.,"Or - .).' i r . .• „ . . „ ... . ... ,.4.4.04tscs....;4;.‹..k.gr,S4/".•..Vst;;;;.;,....:i...•;. 1..c•c•';:eit.:•,& . Oikie. r ;>Ps k".. ...- „ .s A • ":'•:- ••• • •• • .•P;„„:$1<s.)k. c • t ••• :;;:;;•::$4.)•4•4•;;:d•:,..dtre;„At•eV,Y•44/4.,tr„„rAferrrka.;$5A, •41/4.y•••$:0..:(?$•$$.1$...n$ft.( „$ „0„4„,, „..4 Z..#!.... . # . . • • • .. . „. . . . ..../ . • I. ..•4..... :IS, .Z. <‘ • „ 1S-11W i ktri4n}t.);4#WO*1a3'IP CP4:111a?4..?:( ...e:Y.. #.: :#:d..# '#1.f. . et).Wrk..cfP2A ...:6 3.;.. ..;?..?411.V.;i4).5#0##.##.‘r JAZ,'r:Z.:::.:.it :::, i c.2,:t::.,C.. 5.#"C4 .1.>SW'S't:7.e...:.N.:.4?I:$6#4.,..E Se.):::".04.,S#SN tAti:K:.:)..A 4:.:':#4:S.4..Z. ...,...‘r'• C.....k‘:#:''''re>..1::et la:A.:.0.0.4CaN#ZS„V..#Z.5<k i rF.Z i I.Z.,•.)%‘....40 i• .). ...•.. . • • • • • • • • • • • • • • • • • • • `'1 \ . • . • • • • • • • • • • • 0. • • • • • • • • • • e. 3 xt•••M - e? • LIA • • • •• • '` sf>¢ i. ai • • x . Zen.' < :. , V • .' dd • OPE it ii<].vv � '.{t .:j}', ..a':1 S. ti. �� il^r „,:.-Br,u;••;3.E„(. `f�'Y _:, • cf � .�. rt •#. ? _ • • • •' XYx' x » oy is • . i?.;:,;:^:,i.s�:.;" a'• : .N ,: eF ' ' ' ;' ;r<o". » Y " 'tit, ` .: r` .' '".▪'> s ' '+ ;•• a Wi 3' °i . • . • 4E , , . .. •• • •e< :.' 5 .,i.t. • V, . ' °ti >)' . .. S .y : kwk.:.: rii� 4f�4 : . . . • • • ?.T_:w i N.."i/av a°.7. ,F;. ,(S . :•'-..,..... : tt`.':'a✓'..Y il9-, "¢:7,�M ,<k • .. • .^ ' ' ' ` t:' YC ,.S.( , > ', . E " Y' i'?X�.: :.C"Crh^%x: 4,.:? � ,)' : y ' >w ne' ':>:�X , .,: ' S24�1x ,. c1- .i% iFe .;:3M s;Y. _41 Xay* .< s .`, ' w:xrT<4r& « • ,,tt;£ .;„ ....: y � t, ....,„: _,.„„„:3,, .`.� ,. . ef,„: - _ • `<. . -,a: .,_ • ,,..1/4,.......434. , x ; , , 3X' e3a �^.,ti z, c:Ri -,i1 " � . ° ' . `, 'a . : :5 e :r3, ^ "r � . 47 ...� ' ...3$ ?..C. .vT.e3w. ' '1' ' ii.' .. •<`&« w....:a= r il '3, " . ,':a :. _yG•: .� 4 4 ' � %%a,,x<5,V> '.r,.«n Si.> rq�,.„g:�ii?»l^p . ». ? �S , ' • • a f> • • '.'�':''� ' '^a 'l_� :sSF : ' „ 3 ' d/ ` :l�. . s` v.)�, "i tt<` ' ° 7-.,. r,:b^tF » : " : 'S ' ' Cro . ; 1.aQ'a' nG» .0 'S : z. , t Z� ^ 6 °�» > wE : • y;: s +3.a > N T ; Y "`' • :4:4.44,fG, ,[ <i.' :,;.> ?^ ;e : C ' ' ' ,3E-4t r, :i5 ' Ce `) ' �F ' . ,Pw ... a ^.l: � � a iYj..a . . . ' i3Aix ' > 3�il •" .6. 8 ` $� �? "'el'. •: ti .'K '▪ a•.. '. s�:< Y. ; J � C ::.eP'. y.�s;( �. ` � a ' < '� " • : :)`` ` : ` . ¢ . i�J�> £',[. .0X0 . x� F , n ? a �Y r: 3•:F.:, 4.c .i 'i „ %; fds,:x•raS 2�'i; ? 3; s r. N4'' "� ' . .;3� . � b° r:r^ 3 ' :..�:,.aS:;u ,xi». ;.1tX.a d .�3 �F 3 � .. :. ) i^SF1:'-". .. . w� ,�L���q.'< j` i. .. .'?a °.. T . ` . 44,1r.. . .�te.a..tAs., : ..;h: �`▪91p� "!. '%.�«5S>3wtv.a„y e('1)i.,'. .;3:e y.. .,.sf.3n ,yr ' 'Sr`.'�" '? �33s :: y. >, ",:: ` "a,:.:iP .:.f , y .» 3h` •• 0.00 ;.... •" Z :,,,:; ,^}{..,..3Ns...°:..f, $ ..,..x J. :; 54........aw < .:P:... . : . : . . . . t '"yl';. ',X:a'..1 i'�' >L ?FF . %,. f_ � xi:,Y , ?. ,... .ihb E^"::w:.a 33Fil . • • . :' • • ;°Y .'Q ".' S < ... .S ' >f7, S duxfvt: .s�' (v::?>s�t .a,\. a> a,..iy� Y". .f:` Zn,., att }>3 .>aet.S-3' . .1;^`., :,"o`: X, ' 9 ;H G &/ S.}Wti^ ,a ' : 'k„k..;. .... } «$ a•0 , } > >L, : .<Sc: '.z .;Fc, ' ;x8:.r :`i:f;11: . SC<: YSj.E,.( <^mh': ..< '" ,.b., : ,Xe :>'a..'. <„i i,? » _..» � ,:"5°; •x '»q,,x.... , . W3¢¢. a ..f.,, i ; 3:' S :<fi,istFk > . s^,... .:>7.: s� Q,; , » i.{3Ex .,.,cv.:3P ) 4< = - > . . .:[. k ... . . . . ,....:.:': • • • Qx[. • • • • • • • • . . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . . . .. :"k!: ^yax¢? '11s. :ilea. �' `rk -�aYs3 6• . " a • Ji siriis ,".':: 7t<. '1 . r< t".• wl . r• ;, C.. : '. ' ' ; ' • 'S , :.. .. • • . . . . . .. . . . .1, .::T. e p�»S . . . .. . r ••. ... . , . . . . . . : . ♦n : . . .. v , > • .1444 •• T:>f ,• e.xta'V ::Y ff . p • • a :, 40'3• • .. . .. �..' • . . x..•::' . . ,,: • ., •'�a;:'i- Yam'" n' h ., .,<. . .. . .. � . • . . .it . . . . . . . . _ z .. .a. . ..b". f..... a 1 .. . . • a ,,j :.. t "3>:z .y' ., [:Q:Y':n • .. \., . . : , ., as ... ... . . . .. . . "< . :: ,. .. . ... L ,. .. ;° . t:. • . . . ... . .. . ... :. .. : . .. .... S.• FI,f • f < �:S. d . • «, . `x..,` a, ,3 `" &, .'4 < �``':.,:. 'S'i • i.,' it e.,i ^y i". ., • p. 'S F' s '&'. '<T`` , • \ � " < ,. ,, a 2 1S•,,,F : .JFd:\ in ."$� Fo f N£,. o. a .h{,A• , E >; " •` n f ' :jrlts` s %ai« ` s3 "• s;! '.` •..: a E >,^ . • . . `.. ';` � .� �,' ..F[ . . ` t�Fd;: E .. ` • ' r .f• ; < 8,F { ✓ „` ▪ ki� a;r' '";tr:k' .Fs,. c. � �'%' S3ee ,f. d y.. s,:. \ ,"1j, a': t[:L`z .€ s,,....{{V�,``,x ,; '' kxn'O�a . . yy c,c .• ! i M 3? �y i s.♦. • ;,3; •an I�[:,C. s. �r #MR .'.5 .t ,� � ' ) •.5F 3' F:' "; . •\%= !e a"••▪ .`'c.: • „: 3. ?` ..ti „,. `:s:`. �: ''i;t`Ytl y `,R,.^a�€[a s>, c t { �•i <<. €„ . 7\ 3.. . � ( `>' ^'>F♦ (v > .'yf : ri2`v, ic>� :ii xv 'C '1 :rRr ,i;"::< ` .€:< �_ '. ' -t Jr!i• . 'k;�i rt >s <s x �L �' t r: • ` ysx hF ! � `(r.�, _ 1 4 . S.a4u s:" i -z'< zo4'' ' tics",k�f {; . k�., dF F : f: ,EE . .. �•` ,F.. rby: R>;:< > . [ .. ;'Yu ,,;„ i s, °^ [d .. :N.. ' St1?C( :r. � : . .>rJ a<, t} 'tF a, . <ks• -laKx, � iiF'q� �R� ,}�.,.., <(5ytx • <� „wTw; . L} F at;, ; ' a < ))�� sr >. . >;.F. E,�[f .3x" ..::[`.< •: 6 '> �G. 2 'C •• x ^\ .S i,. • �4 tF' `a4 2. < x.�a„te .5"�`' a<'Ti' Afl.. .,Y. 3a ':�J F' 3,, Li9. `sktir `>:�& .- . , ,. , Y. � �:`,:ei.� 2"? k`, :S^ ,. K A,S,j; ""`f,[, 2<ys;:y 's, .,-SF' "ro:t<.. ,. � b. • ,2C4° > ` `4'Ex,' \w, • 4 ^ ' iw+ Sx{ O ,>Fw:L :C\.Y, :<.. a. ,� t S': _, • [.,, .. , R % �:"(%'.0 5 A �:Jp �"St:� i ,N'h.'y`:,CY �i[a v@x . Sj{ ▪ •i}„!. , .R ,.Y..v V , ,tn, J >3 nII, .E,s., a ; �: 4 ,•?< t•. .', 1 `r',', as �52 :'..hs. >n 1,�F *Os, F .N.. t ,< ,� Y E `v` ' ,tea: <F ^S .. 5 `'�PiN" �Y .,.� K <.3 ' • ``:Sew �Cy q G' • • q N.1 p 1` `�v� . y \ tip t • 6 . ` ' j� !, C�Yr • ,,'n r<�w ` yy ,tfji y>� • r :�> ^s <) .• ,v2 �x r, ,.3', `'t`r ,�".,•��� tam . . , .' ,fit °f, ,s' S:>.! ,♦�`5'�.` . : ^:k`{xa b)i;` '.r<�.(� a ?`Y<, CAS' ' `}i: :i�'< �.Y< r ,. �y •J 't. % L. JC • YJ. 4 ▪ • x3> V,\.l L: v ,`[xl:Y:=(y ipi M:,1' ^ .,t yK., x ; ;'F c ' • bb i'dn .�. yr . s� [ it'. ` ,3' 's ,7;t ox,:..,..., 'e. • .h•< c„\. ti`l!n'[,n i`b,.<:. .. ..•'� +) ' .C„S > �>'C. ;JY 1 ft. . vk°>,;..1!~;i," 4" .J,.2;.`« t a':• r> " - .8, c�C+, y ) ' , <r< ..saa.,<, ):5. . R ,,,;r. �x , 3£`qt F"°b. A. 4 cir k.O:` ` :a P. dF ^x. r '3<yl: a ;i� K� 3 `:,.,..;' So:. . ., ,,, �£ 4 `, .` .€ ` a<. ▪ F �it.•>,> „z. Etc. , .a - d 7: kc- •,•�, ,� 5 :...((,E, ry, . ., i'rs>x„ '^K2.,y�z`z�',?, ;r ';2 ,<Ej�-ti r,, 5 „ »:s • S <. ..fi(!^ < tea ..'Y.'),"' j. .<t`,'1!'. ii:F. gy�y�y',y,Y,:)Yt,,, .[L ,6� 1} .: SFC.i:n`q>`jt(4ply'" , ,2; ... . ::y • . : 'Y:!:• EE< \` x`a nU• :♦.re•`>'`(<`r • � :`a',hJ ''?, .! :3^'' �J \� * t4% ,<,<v<.<`:- ,r:,,'\),::•'' ^ .. a `�i ,.�2, :£ ,s:,,x<s{ Faj.�,,A:. . .,'xti�.AaE s tal.' ) .•. re N. '''y>5� ?':s')i : N ) dG v>> '<1.Yp♦, i` i, ' � )'\• roT<c � y :{ %e CL. ' � •. ... : .Y ;ti 'z.4 < .'f ` , � .s. :�:: . 3P't' � . t:: afi , _,. , , i'• ;:,-. ;� : e'xiij;s<`''c:,:....> s.,,t:; z�! sF><"`�<,�..d; . ^v. , > 4` a t >^.': • a YY3Eyi "t'':::e> , S< 6 ''C. . ��.^r.. .<, ,3 > . " r.:'r`:%t, ,.`: ^' , :h ) : : ,^ywF ;(ifN .£ AFJ I.'[i:�`>� 5 <s ti•x )N " us, • • • • • • . • • fig t ; t• a,;,' q. >:y"; , • • • Ilk: ;F„ E • a !sj i . •t k ,; y ra � xSa�:,.;4y `).a F;, .;:a y'�ea. s ': f, , .. . .. ''}�x; �` • • • • f k. y\ ; t$.: ,. � ` §j, %@4'` S: ; ; ::E ^, .yam ' l<e 3`• '{: .,.fit .n1k �>_ ' . i ' S1 . • • • is .N, >'� ._""'..�'..,.,. .. .♦S I x:. s: 1 . . . .• . . .i ..; ^ • ;ti .. .. . , ,, , .. • • ''', t r .. : • "s YY .. L.l' i:... . . .. . • • • p`yir : ; ki •' v ,,,,b 3n.' \; . ,i, ; p •" )W.,. . , .t " '8; ., �: "w' I3F. gy , `~"'a. • .mot£.";;';; > .. " ';.a'�.' t$})ffy ' x' 3: ,'F` \'S a'a R-5C.'R7',x`\,♦„.),t,. : 5p: : <F rr<� <. • Via: "� ¢i�j£+�y�,�y r< .'+"k;�;: '€ t\x`� ' ;r. . ' ` .:;z ti D• s , ' �F A,. 4 ,3 .. `?a...\ . x�' ♦ )" . `\W,a'n``, ; yx. Zl'Kby!` r �< fi a< ��< .. .♦ ♦ o • • • :: JF: 'S ^ x <-' > •ik ; v.'k -Y ,... utp,., _2t, fi `�� • (t)5E , ,; �. , � . . 9< a ; y ' 1e^i ` • • ,.t' ,Si:Y,idj' xL • .. . < ""' ;.K ' sib^�.}a,: F` y'^.,�.y,` �> ,,..:w^i.,: � ,.r,M �� • <�Fl 'ae£'�' 3ti.'i : ,. �''� ;.T e)<. .r.>C=` '`2 ?., �,' ET,<. • ,,\. t\sr. L,t. \ atu`". ♦ �, F,`S�v'AA�,� Fi'♦.^ `1 • • • :. �i:.` • 1 .. • , .. • ;. l^< "% .\ i _: ^1..2✓r,y ;<»fQA 'r Yx`£:"',,.YP � "7' 2 (� ' ) i ", <,E , iY`'\kvNYCi<i"N'C,"'w :?/' .Y/.n. vv:> • : - , • • .a•;,<•; emit` • • • n .,>, ... r:we•'.... .a ,.'n t' .Jxa£...'.Y.F a1.. .'na.N . t•� .. .... .. .. ..... . ......... . . ....................._. ...,. ......,.v.:.::xx,.r.... J . ' .` .. A: 'v.a :..� 11• :.:: : .n.._::•bv' Li::v,:.. nn e m... , ., . . ..,,,... ..... .. .. . ... . . .. . ., . .. .. .. .... . .. .. . . .\ . .. . . .. . ., .. .. .. .. .. .. .. .... . . . .. .. . .. .. .. . . .. .. . . .. . ..... . .. .. .. . .... _ . . 1 1 • • t ' • • • • . . H• .. . . . . ...ad F :i 9..z' • ,_h e f . • e ••k T •:s • • • • • • • • • • • • • : • S a .: • ! ;'- • ' (.:. v' ' k .Y�Ai ' � ? Z !' • .. .. • • • • • • • • • • w g , xflpan d4 x ,t� s") , rA'y nv t's�\�4 , Ur • • s s3: s * sr tta. FSL, a f , = X { . . .. >ts \ • e. • • � . .\ . . .t -d , ,iF t' sh x 4yx • ••:=x �wir S i s s ' • • • • • • • - - , . SL • • • • • 1 • • • :.pi"a • fix • , . • • • • � ��3p <Ja� $t e£� a{3 Q4. r � ,f V .. ) ti • . . • • $4 E )' �{six s by 4 k a{ T` fsR•3¢ .•t s .. . .. • • s zixt r :; s'... ' ^aCsy`lA S.•: e R F� 4 LL . ° ¢ 'x' ` :#';s3'�tixs 1 , ��� >t`�y x ss'�st EE E$ak6> . �C4 rs`43> ' �ci ,�` <�>><�\`x : "d"FF°i 5 S s§' t. ' >`,� •<>74'h a l jj`� fA"` "4�p ` S` =E N `n� '� .£Y ' � • 3'�" s '> xx '3'S !y\� r T v( 4a` Lx, ,tat ..Spn . . i • .. • 31@ -. ' LS C. > j' 1c} .ra N"VZ5 Yax�"f ` x � f L D � y' • • .. ca • ,� K i Ll x �•a Lx Sk'k5'x1 x • .c r •u „ ; ' stF cY > OZNt ; t :SA¢4k T C st av > `♦ ,ls ; \)3 '\. dr YaSR.sxs x £ 4r7 ?<' t cS D.*'�Y°sk,«:• 5 d• ,b6�g.rt'Lz er A nns �lg yyt'y:.> ,{: C tt >4 �d Y : > s i .. � • ` ` e ) \ Ll 94t § �.6t'" y.. a> �s :' ; .1 t c3ti� � ' �'S» xy • 4s". .sZih. \ ,t>,dn ) ig§' �) I �� k l� 4 �C c 5' / L j x �� . z �a ¢ t L.fix' z s 'tn.x"f Y. ? t cc 2 \ .' 1)� S ta) • ` •" ° l'� xy� �st { s" �13 ,, ?."�a> x }"k t t Y i•'k kc ra e4` y£ j) , c2 o'G 3 • • s{>£ ' s :. xtt., -t '4 ;£•;: ,5 sgS s:: ii lli (3kz,,,.. £ {' s)) xs... ' is 5���< C ..• ( j �` '�.\ • • «'rri is n < . ' T % q,\^., (> - . . ' �OF, n.�f�< r' ' f < t ) 'zt >3 C. " a T 9tbs � � C II uE a�xY Ld •\, • • r i> > a� niT t)� .y >k yt i s £ % i )xr `'r 'Y ! �k ysr{y&e 4s• /�.x. a� scs E y.>� e >) ( 4.s x Sx{ axes x"�,\� 'b't s\ � s43��� 5 ? xx nE ND • • • r'`Y'is�.rr!! .;. "��3 Y <.;;2°T'Cr ..>i eaY 4 Z3 .................................'x >s c . . .. t C > S rrH. • 4„g �� � v t aa \ ' t . > < 3 �` x ' t s �:. i§ ) �� .. > su 3 • p • • • . )\ \ . .• z �\ • r � 3 • • • • • ..'7,, . .4.,...: : . t . . ' • . . - - .fir„/ . . • .b, :. • • .. • q,S f . • • • • • o �8 • :F H • � : x e ' • • • • • • • • • • • • IS 4 • • pp -- .„.- .:: . . • • (-_; r [ xJi 11j . . . . . . . . . . . . . .. . ... . _. • . .. . .. is • ?Y .. • .: . : !, :i..:::..i.; ,:.,: $•?.;•:. . " • . .. . . . . . .. . ... " . . ., Sc . • , .. . . . . • . .. • . s ` v i Yr i,q. <s S S is.,:ii:.....:.,i.„....;.........t.,:::::i... ...: •......:.::. , ....::.:.:::•.;:. .....• i al3 / ,` . .:,..4. :ic,s..:„....::::.i.''''''''''.... ............. .:,.. . ,....y... ..., ......:...r..„.::::.nI4.,.;:.. : ;i,..........i..:.,•. •: ,, , .......:......................,..::...;.:.............:„..,......:?........ ..... :•?,.. .. ..... ... .: ....:,(.......„.i_k...i/..:.:v.„...!EE.„. ..,.... ,. .... . . . : 1......... ... • . • .. .„ .. , . ...;;t:.,...... .:.:.i...:;,.....::;:....:::.;.....:.....i..,; ... .:.•.......:.....•.........:.::::.:i..:,.. . ::: :::::.....;•:. ........., .•.::..., ...,......::.,.. . .. ...,..:;.,I..(....,1::.ttc.;...:..,.........•.. ....... •,::...... ...:.,...,......:..:.:„,..„ .:......::: :,.; ,........ ....„,..... .;:;.i, . .. .. .. . ••• ...... :. ........: :::::::;,,,,.....4.....!......: . . . . . ..w..;ig..:.::.,.,:i.:• •••••,...c. i.c...:„......:.. .::.*. ....:.......?.::.i.;„...... 11:: ....::...,:ii:...:........r...... ....i..t:.:I.,..E..: ......E....:.)...:..::::;::. .::.::..... .. .. . .. .... .„;.i.::...„...„. ....,........:....i....... ...],.„.;..:„. „.......:..„;......:::. ....i::::..„,... ,„„,........... ; . ...:,........ .. ,.. .„............... ,.,x.. .........„..:,..., . : . ... ... . . .,. : ...,.......,....„:„.....,...:,...,.7 ,....,;.. . ...,...........:; .. . ,:::...:...:,..?....,:.. .,..c ;,;„,.::::„.,i. .. • . 46<:::::...:;....„..:i.,,,.e..::Ks.:,41.:star,.. ..)1.,......... ?„..„,..,...:::.„,..., . .„..;.!. ., . • ... . ::.e.6•:,,,.k* ,„!1.&&. .,:,1,5iifcr,4?...asii,i. .,sr..:,::.ii::::::.: ...:.:: :..,........,...,..:.,...:.0i. :. :• :.,::...v::•i;:.:...,... ... ,..:?.•;. .. ;......... . . . • • . ..,.". .,.:.•:....:,.: :.. .;•:::.<.:,.„..,..•..,..,...:„.. . ;.... ...••:H.:•irii,,?...;... .:• .•::.... ,. ... • ..4.. ..... . :,•;:... .•.:: ... .. : :::::•,...,..:.1y.. .....: :•:....:.......•••:.i..... ..•... ::2.:•...•.......::....... •..... .......: ..:•.....:E.:: ti... : .;... ...i.:H.....; ......::. :...:•;....:::::;.:;;:•„,c. -Fxler.t•i.r.(,,,.;:,' • . . .. .•[-••-•:+,::•: •.-: -. : •• • • • • y �� y%(T f $L yY ''j Eli" \�. 3 t a jR f6a � = } ?f _ • Ax; r i EC f`511'4' , , �' S}�)Ar'R°' � seTixT y,Lx s 'srZi : • f a • TL - . g Paz • is ... x nr CZ f.71 r'x3 'r c. =,. •• . a.,. v b)I ,��y`.a i.A ita 2 ff.Aa,. '+ ""` �3 5.0 3 1y kh s r ,. ,l ' 1 fF vLs�•EaarF 4° 4 • .. �' • ' ' fez - -• . • 5� > • g F L • '666 `. > AYaf 0.. \. ,Z. . . , :' ;a% .., -mot ei. e,5fi4% ( ... x .. - . 53ai' � .3.4 ,y, , J ? t;i :;i>:f ol ' :! 'T'<s`�' i3•• 4: ` s.'• ?'`y,., "'ii,�: . . y hSu:r"s ,q > Sa' '' r: {apt {' q.:. .'l *:> „{p •eivi. :.: x e%' : - h ` .,„, r ' ,. ",".�3.1.': Slv<Y ...",/r ! :�•. :, : yh( x?,a'a.., 'd?)•. "{ ' � ,.r'3t . a .. e. .3„ .1< -:3�r �.`; . >?� .. .`may :, .. ,[i,>•'- . . . „<,.,< . .. < ••rjE:•"„i`:;.-.., � ...:�.. ,.✓4^ sLA •.. :}, '�` ' i. ' :g, S`3'y.:�'�.p a}` . ',3.' .... ^ ii1.: l? ' ''k 1/• '«4: . SP'.xk: .Y . A . , .a : b, q ?,'. C . S F^".k < x'.✓ o>�'>" ''� Fr"L':: �if� T�� F:; "'''' .<:z ..•t. ...3 . : <. . M' . . .o.;. , ". k0t�:, .:a , ; l b, \ < ;t<a,.,,. >c ".", ::::x`.zY•$..<.. t•'.,.. .ems ", , �y Z ., k /,yam,,. , ... .., „ ., °,, : : - r.A. , s s y,.. ...y.. . . ' " '.SS e aRE S 3 .,..• .3<'N <. :. 1 L b •.. _,;.. .. vt:'. ..... .. . .. .. :...... . . •i ^": _ yl„' ,y1'ii>�:`, in, .. 5 . .. , w ..T \.° a. .. ., $ ' ,. ,.` < . .c . ! 1,. yy;;'� _ Jc•C,y ��.S ,, A,t3'. . . , . .4 .. . ra¢31 Y✓/(q " '.,vo $/oc, , x<, :?5.<i.t. . . ..k ' syaj: : .- rix:"ks:r"y" ..iF, 3" iti :�; J:k> : r'i +S.'F' . TY S:. rya, ,Yxas�° .Y,, tt... a;,";h/f4y +a:x',,::: ? t3 i?9,; S>, t.'"3?Z <. ,>sm,}° . • ,itu.a „k Y"�•, ` x",;,;asX N' i;, x\� -> .. •, „ >..? k-T< k> <s .3Jv`:c - .%:'t>•: ,. „'S,e „'Nv..'','1/;.Ge, '.' ;a;j;:,....„ :x ;;' .t . . 'a:Er::'a•. . . cw, ,,„,,, :a `".besu: is ,. 3k�` .:;..:': Y*. , a, v '�i[> i �3'' r3.§4 �>s", C. ...." ....„..Q..„,,,,,,..,, .:,:., •:i";,�<.;,: <�r,.h£b;%%' . . _.. rn -4, :ic x•:r � :.`v.�: gt: -.5. ., :.4,: /, :%t: . 'FS.: 5 #1::^ • . a SA": _ .::; S?54 : k , . .,i.v ;S'f' r.�^::G a , • �t;� `k< '\,i(' H .»" i : ;;n'v- -i. '-, '.."<Sz„;:'. .5... _, «..,Lkr`<`c '�; .. 'S.y" `O i. `• Ttfz:c'u 4 �: �ky?s: a , _k ,. < , ,. .,. i )�. tt S' ' S �F' 2 >. 'tC�G:: <�.'�. b > " .i . ,.> i 3Ec., ., •..>"...;: ^Tfo`.Y:'.Y :'°x..:,,,:�,�'' . .': ii'. ..A , f.i,, .rf (^� "3: ` . . ys,��, day � x �,a E:x>a: 33- . 8 . :`["" >>:Lt-/. , :• ✓` •:i <t '` Fs . .§..43$: `� . ... . . .. `;'s, rFD::y. " d-•c.i,••• 4.4 4 , JJx v ; ". Is '"F . :'S.S)u " Y <r.i S, F+^T• •3 y o"'i"." ss„-i ;.'S, ' ^4•T";Hi :° ^ ��. x.' 0 -'Y. • 'k`>.,, `.u.....: c . . ,° .k. .. •, .> "Ya.P :'£^ ,.. ..,:, '`;�'i5�'," , N,>s< , � ' .:. v �.r; )sth' �3. " •.:N • "�5�� xs< . • #k s o'r,Ca.,.-o,"aia., ". Fye3. , zC x<sy' G"', ;>:. , .. i, ¢(,£: `'i` • 9j`a: `?:� 14 ^�,.�. '^.;;��T.t,.[ a,` "'7 ",;;Yx tW;.. t. �y ,£ :m• r .'?? � :44m• .44 �\; L :'.o' �3� .ic., S.St Y: "'F �(.,,,,"r' x..r' • `Ee,,.' „>i' :!%lY '}ik `'3t -sa"yC,3�, '" , t<.n ," x,�Y,.t:�y-,�y� - .�.rai , : l'{ar' .l'i':;%L ; >iH"'{"`:i . aE : ,,."3).`dd "ET,..: °,- ">" `Z. #.. , StM.M: > <3 4.. ' i?5£ "` ;,i r V4, ,' , w 4 ':T. . { . '': :y ?.5r 4�"fd�t,„a, y. y /�t•+b 7n4 }4. .4,A W.. . 1, "°"i.;a"zv r • :;:<J' " ..i2.;. ,^. ,r',: ',°3[`.:� :a' : S >?� < r 3; .i;'` '. z' " �"i., ', . ^ +'•fix > >I,yp "'sr'^S " " ' 3 > 5A..?a`!^ ,Thiv• v , i . <'. •h V% i'f _ - '�°.�i'Sp <.,' ;..ii" T,'t�> <s��a� °}i- !, x , .. : 2.." : ` ,:: y" '1Y • ..,3: X &Fm .vfrvE . `' < , `" ,�'F 4?,•w'�,.,1`F :'�.k< a'x •' !m€"$ v, . .`.'� ..kk. V "e 'i.x,.:-• . ";''' 5 . t, S • :°s, `! . ,'!S . 4 • i^- - .E.,r $ L`o °:}fp.. . .. C-< i` . .' v 7J3 irro . ", , .\c.Y}Ji�'?$ A\-..:c \' b de a , ;e' S( 7I _C ` r c`£: : J.,'',£, t -4a,,a,F��S ,y!,i s '.. „-.., ,.Y .ENg..b'i?:' .5 .:Ut„,,, v > >:.,�. .`Y .: �: . hM. ''.„ .. f .S �'4< >� . rT :nti',w," ':f w� � ',;.ti'f' v._ . 5•F-S • F i9.4.tTf., . Y3 :4. ,jCL '•A .a.a �'" .d; L.., t 'l'a a;. ' v. :N . Il'.., ° %;,I;iS : i• re•,#u `''+ v, , C `£`♦ ' °si• b 3" > , `. . °S ,,t is Y"j.. Vi e: ,fY: :. ti 'W''t a,7.!' C y' •`.>af: 'Er3 :.� „riq ` t:°l.w.< ,: Cr • :"s s"'.`,. ."a4:i. h y. : ' .*. ..`a,` ..» ..f :A yr 'a<, 'i'J? " ktl @<^ .;YG? .:r 'x,�" '` S .:3': `.y . ;`., , Lye ". yf} r,M�> :;X'.> : ,:�F."I.z'i ::a )i r,a, ': i� `,'`"9Y ` � : ::<>:'_'. \.Y.4 ' ' /S:, ,'yam '' R: , 0'34 >3[! i,�.' ,�• JYQ ''te�aa 'N' -`, ,; : 1 ,. :,r. Ix :==' 'M.?z ', ,- :>r :k 'Y�w•._ '_ � 'va:'- 3s . y' - . ;, ' , , ;. .,$• > ,t x `: a .J,•... .,: ..w- > +. x ;5 • .`k a. }c. ,....- 31' 4 F>ax> ,:tV .x , Y' }� i `k.: •:.-a.fa, ".,�: N • • •are , 5' 3zs:`< YiLY t' . ,j ' ,E� _ `::�` s:i Y'".�',,,,'w� :.ity!�- `,. .n: ...'CA `' 'a'. za e�<' t :.3�° _ ..:s� ,•Y: `��,"? ." �, ,d < , f , T. 'S, "": :at. < is, . a,' 14? Y_`:..1°c' ` + :• f�`' ~ •'< .T>, ` s. .C. P ':YXL: : S Y`.q .. . a5. da >.U,. ,*:>13 >" ,.. :A,*". >tY,> 41 ., �F.' ' ?.?sk 4 .3/ a 3^ ,az <<�� :445 ::Y S" , j' w^. n`' al.,j �`, ,` :.. • a¢ Fz?.'.is `S3i" •, _ S:. M , } IEk._a,$. .c'.. : � ,- -.;7>°dyA 'a, C3'NFs -S-: ,�,{13 • ' :-t '` '>:Fr, <•,'r<a. a : 3 , . >x»y<,F` ,q� ',:�/ y'>'4<4<',•`. F'�. Vwiar �' =t.�\ :. '^p^l- :,0. . `>,>t:, - .:.. . x.C.a. ff <i A i' a % £, ... . -5-0 y,.^:" i ; ,-,2. . v .. a . bra? t:12'• ....- •.,.:,� H' ". .r�,. .£': ' • ::. `. ;'s'`. %=• 3:".r%i : �j. ,!,!aa„� .`S'< :'.�^aS:" >.t' v c ' ,4• ».' _ ,f,:s.: r • "`�'''`p ' y'(;i3, " , , . u' y� � y... ., :..�. .. i • • r`-�r<• ::'"S 'S t ' 'y»( ;3" • 3 .:f ` :: �$1¢ ,x,.a k` , [ v!^ '.r !: iti >'. ^"l ` Az , . i .... `.. :°o . r ' + �''> a( • °S:. : ;4 (Sy:J`. Y -:` 3 S.F`i`• • . •••:•;�:i41:w.<&.F>'', . _3, „ , SSs: �- 'i' :, •.,, • gi • • �.a' ,;Af t "ts`a/i ` • 3r 'G so1� ^�"a• • • • • • S i n \ J ?� a `G •i x':::.� t'i:..., . n!"�o`:�3\'0. Y\•.\�;:,a\„,k�,<5.v,a.c>,t <9;. ,aZ. CZ :" >..' .x-$"` fR;it:.xl3 ;\ to - , ^` ' � H <,;(t� :,? ::': t)7.;, XQudE+.61' ' y;c,T .�.": ;2m0.. :µ ,. .,;'�n .,E ^� ."Yi :iY: : • .r ° .PsS, . . " t •' . . . g • §' ` 0,. .�,; Rtkimt : P• � yvud " . . . . . 4ir<$ lrlq ' i�. d 'a°4\ � � Y � • f • .Aa>v .. ,< ' Y; h ;SR \,.t \ r \. ' kii3 ,)s , " A�`" ; ,"g" °Y ' F z. :. /\:" ` Ci: fin < ` „.p d J. .} .S` r ` S 3:Sa , \14 '`3. ` ' p s7, x e .; fsi D4 � .., 's1 -w % fFf Xfr °,. ::. � ... ?... :'.:.,.. ^ , . 1 S ` , ri#. :'ii� :Rx':A-71af�"` `�.. . • Air aa • • • < su°. r<, k>3 ,: ' '.A>• ' .•.. "nnj .` b.EvYerS:G; a. 4410 • ' : .'n ,.: .'. .. . . .. • , .i:t'° '•i'u'< 'k 'se'��`»gkt:^.''`l`,'"T^7gT'\r`..`;::' S .. • . . . . ,' 'e . : ^t,I,'\(..p(�;%' �$ 3c '8 "• e?."4: ay.7...1 # y.•,..;CX."..:i„". e`v E`.Zu,:y. . G. `:...; F si.:<>.,:`Q,".d ° C?e\ YS`n`;s,E.t,<atT3 . Y. y i� : • �, tse,ZYi„�'S., a'a..s `:: a i `::xv?S�",afl�\``o i• ,, �a "• < 't Y<<, �%`SE - _. . ..3 ;. . �," .+ .. .. < b`xy,,o'Y,.k "u+iaT i. YwVry `F,y •'N •• E . ' i '• • " s.v. §; : iF•*: ; ' S.. 'T` 'pCi.t'i ;4 �., ate."x a i+;v%' 'YdTt� ^C' ^ 'd3 :y1 • < '+>' �_ . �. :•K,c.X • .• 'rC.".',4';4' :AC' . . T . . .> S.\\:' <it:" "Y:< °j-'tt 'sJ. •'f d n� J 4, r4(•^ ,x.< .: • )•.< s yv"` :3y, ;.: Y. '�k , I< , .7 . .,a %ss\ `rs�`S'',` �`�:fc.`7» g , d,``ha': kara< > > °s .<,$s `iQ xi •' . .:5 f><H" >♦ L, C '\ \. Fo ';,?' .a3 5'S•'•' `,�, k)' , (k. ,L9- . . .,� �'�,�., .dt � �( �'`ai`2:�\ ":`s :'2: . ` �. ,ten 3;<,.w., a '' � >: ; 23sa < Z "\ .,e0>,,s}-f�•:<._ j``3<:: \V, .� <v„%`Y•s`i.��. •; s3,;,-, �`.<�,..<2� . ,; i;.-a- . i, < . .., ° `>_,,,,. :. y3,.a . f `T 4 rf,(,cf • *�/ y Kx � 3,4� ww>a.-<;. MCCpp y9. \\\"' p,,;. `',% '.. .t,:'..'\' . , � dkl° J",il \ ,..?R"'°`s;� � 33'\�Y L3< \.z <•, '.<lsf i �< ., .a' ,x"4 ' ;,::<� fr.„. R t, a:;;v, :..E;isf`; y� { s' :}�< sf, .�� (s l .<<g.S . r 3'' , ?x 'g ` ,tom f�.':� • 9 z♦:: �\i`, . f ?jif x LL S , ">�, \ J ,f•.a �"'> �"` 1 • 'a� . Y_ . .in.3� k a^•a si.n ` �a � � `."�a'�t--� ..it ,�.. �arta : �F��, . Fi E� ct. , ' '- " ^:S ^ _ ,` ";r,_ L "' �, j :`), . �i,.aJti.?" .vlcY • ,:; , iC rt`a ` .\.,�;;,if ,a:a" .:" . �• `o . . ':f s�. ' ' sY' } , • ` ,C , � V• �•`� " ' 3« � �"?A'f'. �g .Y, a�` t.\3Y %• k•a °�• V ` "-; � , `5F ..£� #' x ;. ` L � ' . <Y.< :r?i f3" < ;.,$ : '7F £� i' :xr!'F. .h� \"` 'p " '.4 :' .,��. < >. a'ay^" S', k,>:`.Ex� 'rT :'ty�" 3¢ °.a& :,:k`�T; \„s..n e,;f ;'�."`,', 9''4.•. ', � "s',�".. : � ;f. .`.f.[t.. �Y s. ,i. �T;^'%�..:�%F'.`:' � .✓,,.,� .. lxa ....2Ug'�a , «'�'T`�,Y•.. 't iz:h. • 'a:" . 1.,iS', }' Ev G+x''" ' rt 0.-:F ,,K,2, " " „1' Z,a �.. '4 b : , 541:+.. . t 31" 4tk5; • i < „: ..e <.<, ` a;. K,. ".tY." v4;•ss. '/=^,z\``.;b.`z .'�V .. > : :.' '• L•-•:• �'4• n'� .. ., . '°a:T• 3 . , ''i• 4 s -5.;�; '.;;".7�'s,`a£ ..,5. .. sx.. Y':`: ':3,-s . :ti: c�4.20:3 )t° s `..-• ?'�:'. "c .".ye a : ,3G> .< :; ^ Y'•, i' :Pit,,: . ,; ..k . :. : as„. °..3;y;," ?'. (>•„i. :T, > '333:3 k31 ,t\.,.>4 � '-��'.` Sr-. ,.>„,,:;";'\„., <3')` :'c • .-a;, .1 kP' :'. .�`,s°`" ''C.4.,J,F,' 2," Z'' ..' `E I;;:',� ;1;: i 5 �`:;'Mn• ;? r, n;. �3\'StE ' u.'' ,`#�v r,; .''";, E . ..".,!, x ><?' .T > `,S`. .. •2 \ . .'v .x. • v,4.o Y s.rr,,. z) ::T4y,:s s„4:;1:.k.T. . 3 •. C.:XV:c^yed,S: .4,t N. t a„ YC,>'.`.:c' ::` `>E"'S.nE . t °ar.:L �; ."Y?� >¢' h. c:"� '�..a>. �jz'i;<;' .>Y`y n,ry�`'.a.''.i< .:,>, . >=t . :<. ,�. x ��'„a,.�`S''.at�> .>x.':. 1i;,` .z< ^.?'�...a,w(r a x°, e1'a 4j;fi> �4 y '.,q' " T'"a5.«.' a rs. ,::f. . .,> "3; kii.: ,¢?a 5\u, ,,,,c.2 � ,, ,3•<"' .0 .K`;t •£ <o yr:., , ,tom >,, �.a '!e: x :• - 3�\; ` ' , • : a " `'7;° Y4''}7 Y .:1, {�. ' `, ' 'x .a x^ '`41 x <o Ex .,•• b i" c t r' ' \c.`.,. \.."a,. . \, ',, . �, , .✓•, '.? < , >, , K. xraS. ¢-i';;`' C'''' • N. * y•Ns•``\-- . z " ; ` .>r': ry :a<._ e ''Efa:. 'e .1-5: `!-'1,,� ,r-,.Tx :,a? ' i•tiPU•:.:"'V:4ti , �, ;y<,. ;y3rai ;,`S.,t efii- ktier,. .�� . Ey F. .e `'r.:.�E° „rb'-'� ' �"3 ,,,,Alf,.Y ,, x.� .ti t��".i >'EvS.:. .� .ak...., , ,`.\,: �'> `R > rC�' ;«' �,` i �. . £Ei< ` l:'i,", mi,-"A:, b�.-, "i„l;- a.�`.', . Yk�.x, "`y� ' h. ,.3 M . i � > ;> , c, 4, €+,'.' ^ ,r.5��,:`'a".: .t 3`:?�,f" :'',r' : <:: ;�: . ,a3. • �, . . rP .a '+ < `w rc3'r , b? .d <.F%` % �f'.,.. �� :a". _ ^�a[C,, x .<x..� <: � > , 5 . � , . f%ei %,:3a . 3'e .,1` :.: ... •)%k i;'; g'a x x`u: -.`1°Ak„ ,, .,ta,,c ,3,` ,' 12 <>.;£s,: . 'C a� `�9,., .. R T, ..� : ,>.4,:Ss;,. :\ "`�'.` x �:a", ,. .,Z.. .. \ i . ,.,„>,<. �`�,`: �, , ...,t ai.J , '. 7. <`: . ¢�..(.„ t.\,.. �C is ,y� !��...< �.,,:: ¢ �.�. <�a� .°Si,.. ���a", ` �'.: .'. X l.' oay.), :y <y."""P ,: k•', yS.,,,,, 2 � :i$"E;c:\£7':;,r` "'� .^S < r ;'�•.":\ .\.x,v ..c> S 4 ",:,' 0•:,>»�.v " . >; . C: .��,{3 . N . ..> <:F � � • . :i74'2�;<x .-3'yk..<y ..�.:gg<;o.f;.,,�.�) \.i, � ..s...,'£m� ,..,, �" " Y,.'. . �,,.¢.."< y,., `'a,¢ :"i'', ":�•.• i �� t ^Vkk.s x;:: ,�, ; »,i>4_ftxxi. �� ,•}5. . <.gii�:`v'1.:..:?4 �'r' " 2. � "a' : '1` ` <sad.`w� �a ':Q p:i .�,., }).. .d ,3 . >k,. , C\�,.R tx r, qY:< ` . ,:% ' . ��. 'L;,<y q < , , , s,o, Ss< ' s?, . ,as ✓•t'. g �Cr.` > P.',': l`•',<> . , , u, , F° :iy«s; ;. 1� , xka Z`. a ' a 1 >St... �'> ` '.,.:.r..;."wb' �C.i♦.. „` N•... .Si .�F` YLJ :2. ''i' '.f,.' < A ) RYx. ':4F Y^:' .;l ..`t, . �.a . .! i;`:�:. .\ `b: ,.\' < + : ,F: p<. .ate: 3. 3 ^3x .\ 'a„ ,',:.C. d�3e.. �< E L y�,, a .�.. ,"a"S F. :.,Y wr. Ii . ; ...3.. `,'£, >P`v,•h. . )!< . .:, y• . ‘:„,,...:Ae r .nx . T`a$ E'g ;i\ ' . . . ,.V:.[t-.a' ,... . < . 'i p ` a.x\. . /.Cbh.ii':, a'e • \, qv .Cp., fir`, -"G',kq( ' :,��' ...,G. ,:Ej�: \ .... ��,°::<>%�`\:'':,E7.",. s .°Sc.R�S�, .>.3 ;..i .4��>"i, :.�. .'.3; ':45 Y ,s; • .t .. , x , ,ae .k°a,; .�' ♦.l,a !'<`[:'"rY, �>`C. \ < h ' : �' 7 . ,:�}�y. r;t rQ: ' a« oc „L£d, \a. `� a' `� " ?.�'. : \ .�X:£,�. n:. x v.•r,4;.�,�.,..Y., ^.;^. ,,x:"<'Yr.,;.. 'nVx 44 % k`� : A` �'.. i. 3" .'s, n,3 .t . n`; ➢:: ,ao;t•++, V' : na '•t ` \„ , a,, : ,1 \. �' X::� �:. . wo4E5 F; l Yj ,. -m et`3" .' : C -, . a..< bt. �K."s:> , ciy ..�,,, ayts:a."_ ..,\=1Y3 .`.`C �'O3. iC :,\\e.' `'...n.; i` ,., ...; "" .:•r., ZS^^ : ,. ,,.. ..N ` ,e• ,,e 1, ,..- d 3. ,r' 'Y;L; '}'i,_F:F •<a.` >: a,:Cl.. .J" � \., :::«l,, \L. :'y, >•i... .z:J,,t.,: :is . .GY`< . ?.n .7..' : '\,;i ' :; "»: s i .SS= 7 dY ^ `.; fA ' ,ua. �.. t 'L. @ .,,f3':v>aa ",'>ii,, \s+. $.<..:♦°z`i �' :.?'.' > �&."`" t§' ,�,��cc` 3..- „x �'>. a s.Y" 33;-A; .i >. 5'::y''A', . ".$:4•.; •,.'a r 5>S `� 4T \w.' . < .S5. <r,', „ "¢c'T>`2 4 `4 ' °yo; ,,.< x , (:�,:J. „• ♦ „�b. . .:'k"' . :.': ' ';xkt:,. •r . �`Y .b ,z.'F `k�� .1�" .K 2�. .rx <.X>�< � w. �`.i<,,/, sa' ^"1,--.'^'i. J�,.,xi^ z[ t„ 'ti, 3,4'> s 45 5. " ;tz :,\,;°�,*f «<.i;. ',t,•'�':s>iyi;'..� ..3sY:.aS%f ' ;x" a�,:c$�; "asFFS"': 'x> ^l,>`>` "T., ; ,a , ibi':`To^: ��:�`". „ .3i;,�\,3 ,>s"�� :�3 '�:L„ 3�<rc, '3 " o x` .; > 6°" i; ^s`3,J �°' Oi �� „ a j£'E(£..✓r '3., , " �' c, ?�c<.:,�. }4.4Vi i°"°> i g; :t0:;L . .2x "a< .. ..l* ::� : :;:'R',y`}.. '�'�::'s44e ,. 2;: wy`c. t4b,: " f3 da , s,. ,N:q, ;Y ;^e ,; , •' .<3 y". s xVrn 's.£<k' j,\ > J l -\;'»(,..r. .y£;: . ":::a L''.i.. ;\ ` y` : :-4..t ,.1-,k .: ..r..r,:c�':• @� : ze"k„< ,-s; ,:rfe7, 'f"$. " >i..d s,d sm a .v. €,z .b 4. .,,,, z„".`' n li , .•.a..E. ,yx_a v " !,SGS: r\.. n,T. ".ra �:., ,.. . ' ,'i�` ' C' t r.^'. �»a ,�., " r ♦ Y;T ,£� ?et sic ��^},a ' _ , 1a f?i�r '4F '? n� �> 5rd " "^ . '\ ,'<`"� F4'\�&-.Y3'. '�°ssXk.. r .r: ., ?,: ....... ' " • , s,i'z," ` y i3'k ' r .izit£. ..Rr' >3t[ . nv :64 ":.:-..R. ^' 7F.,. A."..4'`.,k; [ ,a,'." w`L• • .�.'n• . . ...d:,, . :',fix- 3,,: . g,. >., .. ,3c..;V 'S � G 3 • '':'� ";<s i:.� :Yh^ O;`, .'S`° n '.i... . d.l.; „>„ `C, .` .a. ,' yr;-»:.a.q.-..:.. ...'•Y. s? qs y`i`�.�:, .< ,. . , .i:;°,.....:._:: �i£" • '.��r.`' i bs 2> .g, y' u . , sf":`'x:k3•$.':'Da::;.'>c:.;`.':>:::,..,�<: : . ".,`. �4; <Y' ' " 7$\,.b`x 2h:p'7.z;,ta>•_... �,.r;x;\ 44:43 • . ,"\ L. < if t :\ + y'< '• s <T,k a.3Fq . � a Sic'.c .0 • ,..[a. ..L .. :Z: . . �> .q y«.. .sr ' Y yar i' A ::, £ � ‘, . >?:�aaY 4/1 • '?r4 � kF ey < : . . . ``.£° ^;♦; y_.YxTY , :1 '. fr <k' i s° cc' .f3".. . 9a1 • F °T3a • a � -�i4j s °F •• •• " €• `! "S� 4" P .\A y<. ak , .E ': %; <. . ;t a , }`' • ;!!>',° a v',i'sET�`} ex ' iF . �:`; Y:F.i, l_+i . . f' 3 .,£t. , i ,F a` 3 ,., . , a . fia'' °Sz'y;: y , i . .` % } � am • • • - - - -_ - _ - - -- - _________ . . _. I . ____ _____ ___________ __ . _ .._ - - _ _- - • • -- ,..•:•;• ,, .'.. .? .•:c;;2:'....•••".. i: :::;•;;•:?:••:!.::::•;%q• .I.:.:c.:,...;....::: .. • • • • . ,,,.." r''...-•'"<:?:,.,:N".•:::‘'?''': -•• ..•••••:"•:•:? :.•"1:•:'.."':;•;•-•...•••'•cc.:. :::. ': • : •: 2. .,:.....• •-.'• •• ••••;•;%.• ...:••: •: .• -:•:• • :. . . : •..• :" :•••'•••••5;.•:%: 4::••<'1.•;;',4 ke:••.1. •••• >II! • / ::::...:0:":::•$::::4 .::•:;:' ••::‘:;1••:-..) ' •• .. „. 01:.:i•, ',. t'• .:*,•01'. .'4.V.; ::"":'•1%;:>%?:•g:::%•' ‘:.•:al. . ' 'ti •;•••:?:;cM>. •• ' • ••:%•••••;. •••': :b • ••• , . . . ..• .. . :•:. .. • . . : . •:' :-4.: :• ..•: • ••;•••: .:,•::.:.•• :•?•4".:•/ li.•;••d, ^.0.: Zi•• , •• ` /• . . , .. , . ...... . : : :::#••-e CA...'•• ;L. . .”..,0••••• :•:•„.< ..ii`•..;;•A ;.fl ':::• •p 413::. :. •• • " • "• • •": . ;<•.. ". •: •••••,•:: ... .' •1• ". ": '.'`: ;:•••.• . : ". :.:1H•• •„•'.:C: : ,....7.••::•:-: :.•:•:"::-:''''''..: - : •i . .... .!• -•• • ; • : : ••. • • , , •• • • • ... ,1:44'..:. ;:::E;!;:::::•..,• ••,::.:• V:. . i• '•:::i6:4": ;.,•:•,4:W.::••••••••• 7.,':•:'•:••• • ': . ,. ....•0:,.) ::::::;:•'.....:. :.•:::".•:' .45-•,ii.:. •"•• ••• i. ' . • .• . • • • • •,, , . . . . .. . • . • • • • • . . • • ,. . . • . . . • • .. •. . . • ,. .. „ • • . •• . . .. .• • • • • . „..- . . • • , : . • ,,. . ., • . • - • • • -. . ; •• . ..,,,,, .. • • • • • • - • •• • • • . • „.• , . . • • .:,./..-: • • • . .,„ ,•,,x,„. • • .. . . . • . , ...., . „ • • . . • . , • • • • ' •• • • ••• . . . .,.. . . . . „ • . .. . . • • • .. „ . . . • . • • • • • , . . • . . ..,•,:e• ...• . . . .• • : . . I . • •..A.,•.:.•:•. • . ••••.::•::.:. :••••• • , .. • • - . • . : sty , • • , . . . . . - . . •••. . , • : • • • •. • . . . . - -..- • , • . . .. .. . . ... . . •. .. • ,..- . , • • . , . • . . . ..t: . 4.•• ;n:' • , Ar ' 'ZS!' '''''•:•.:••::.•.•47:: •• • '' • • •• . . „ .. . . . . . . . • . . . • • • ". • • • .,. • ' • •• • - - ' . .. :;•': • . ...•. .. • ' ..... .. • • • • '.**1 • ' "•:(4•St:•". ..4... ...:•::. ; •-:. :..•:'•• .:.‘-'t•<.:;•: : :• .V • • •'••-•::•••. •••••••••.: • .. •••••• .• . .t:•:::: . :••••••:: . • ..; .. • i!i:-t,c,.W?77:T,0„v..4‘.:.'.:-,:E:x:2 Z.:;,.:1.,,1,:i,1:,...:f•.f.;:.•t‘:•&';'"4'0,,,,,.n:4,:=:•.a7t2.1,i..c.4:S••?.kr•:.V':t.'•::••: ',:-:•;..:•:••:;•.::•',,i.''-••:•‘•"•::„<.:."”• .. - j ,•:••••,:e:••s•'•„r•••,...•.-•k‘"-.a,•:••::”•..1:'"-'•:'.•."•• • - . , 5 ,. , ' c- , , '• t •"• • ••: .: •'.:• -• . 4 t; 4i1.4g..e. : . . - '•• •....-.• •. ' •: • •.• • ..•, •••. "••• • : .- . • . .. .. . .c. ... .:,• , .. .• . • •• ...• •••• • . •• .' • ,• • .. •• . •• ... ..,. ' • •" .• ; . 1: . • •.a. ••• • 4•4 t:•'. ..: ::••11(. •••• • ' • ••.: . •• . • • ... .• ..•• • -' • ' • , • . • .- . . 1.. . :•4°. . . i • *. / . .. 8'.... ... .. • - '' • ' ....... ' . - . " . ',:: 7 ••.... , . • , • . -, . . . ... ... . . - . . . • . .. - •- • • . • .:. .1. • 75:'?1:4?<:).<•:1.::. • • • • . / ,.. .. - • • • •• • • • -. • -- •. . - ••.- -. . • . • . . •. . .. . . • al••••'' '?... .7:?..: 7: -..: " • . . • • .' •'''' • . • • • . . , •..„., • • • • • • - cd. <.•<.--t. .' ... ,• •.. . :. . . . . : • • < <I ft' lid • • :<••-'<' M.< 'Y •• . • • I. ..... . • • -..,. .. .• . . 44,9:-.7:01,.e<r? J...•• • - •f. .i'71. : ..:! '.%.f : • • . '. . • . • .7e. ......:.....:..? •?...?*"•;? '' -• ' . . . • • • • .•.-.„,.,..i..:..i.:a•- ‘4 -‘.a.• ••• . ,., .. . • _. . . • . . • • i, 4 • ' . . . . . • . , •. .• . • • . „.,. • . • • . • • . . - - . . . - - -- • . • , :. - , .• i , , . i • . • .m . ••:•-r •••4•• -- .;:.•• <1'..;?..7.,•:::.? .• • • . •,- •. ..-." • '''..„,. • . „:•••.:f. /.4.• _ • „ •. . • .. .. . • •• •• . ••t•-•tt.: ''• • • . ., . . .• .. . • • • • . . . • •. • . . . , • . . . . . . :: .• . . . . . . „ - • . • _ • , , •-• • . . • . • . . . . . . ._ •:. , • . ..1. . . : • •- - •- • •• -• • . , • • • • ' . , g• . :.• „. . , . - ,. z•:),s • ,. . • • . , • • • . - • • • . . . . . . • , .' • ... • . • • • . . .. ..... .• • • • • • . , - • ,. , • . . , . . • . . : . . •• . , . . • • . • .... : -, ... • , .. . . . • ,. . • . , . . • - • .. • . • • , • • .:. • , . . . • •„ • • • .. • • `"sr • . . , . • . •.. - .. • . v::•m .•:•• •:. •••,.. f •:•••,•. •;‘,,,.. • ,• •-, !tkr/ . .. „ . . :. • • • •, .., • • •••::i.•::•:• •,•1 :•Ae.-‘ • ;1/4,i,:45, !::.. • • , . . .4 .' ..i.C.:WW'• 4......: ii;:fr•i(A.ra .:.•:;S:i.ht:•4/ . . . • • • 'A ...: .;•-•t•rW.6. ..-c:eiiAt-n•`' ... -::: - ----.,-t---7-.. f-s, ii:::-"i:••••••g4,,,<=.- ,, . . , . . • . .. • . • , 144"-". •s ••a• W.bkx...4,. 4 • . • . . , • • • . •., • • " •/-.. • . ••••.:*•!'ar.::. .,....a.itmr.•,•:•/.. 2..•.*'v.-- : : . • . . • . • . . .... • k f-... ,„,,M,Lif,m3:::•..:K;ir•-• • . .,....• „ .. • , .. . • •v ..'. .. .. • *.1,410:••'.:•.•.••••.:•:?.:k: f p4. ' . . • . ..' . • '''‘ • • • " g., 1 . • ......f::•:.•"04: 1.-. 2.'1•1..tr••;:::;4:ef•.:%‘? •• • .,..„.. . • . • • . •• " . , Rik:••:''.• :::,::i:*!:1-•,.•••••• " " ' . . • . ., . ' . 4'..:: 5..: ..,:.,.• . • AI Ir•<:•:.• •• V ••?:.• :. • - • • . '• •11•?.'•••' •.(.4Y: ...<-• • • • • . !..4?•.:k4".. . % ' • .:" -" •* . •' . -:"'".< 4:vcir4L;•• •>'•'••' .:-"...--.1,:gy:,:•"*::-. , • • , .• .,••• • • '.::•,;:al.• • . 1 • • . ' :CC' • -:":: • •91.'t . • ..s.'‘,..;• . .'' . •... "..`:•• •;,..V•r,:kV',.1:;>.., 't•:. ..:: ..1':14 . .•.• ' "•'''.ic; 4• •: . .,44 y. • . .•••4 :6:;,' . -• . •...,$):,:.::•:: • • ' 4 I • • • • • ,.. . • • . . .. • ... .. .. ., ........ • .• • . . . • , : •/.. j• " . • • . - .. • . .• . • ' ' . . ••••..: t•il. " •!. .. ,...„,;/•••••• .• .••: f: •• •,.-53.;•,‘..;":•;;••.•:••,;::>,VVV,‘"••• .:: ••• • •:"' .s".:. ?::En'° '!. ,:-:::: •.,...,.. /"..,--.. .,,•:•••.r? - • • • . .... •.. • • . . :.:...,,,,..s.,,s,,,,a.i....:1;:c,i-,: •., , :R., .4 a...5.:a 7 ..•..•;,.,t 0.$ '.. .••.;••0..%t•';..xs..... '::"." ..".;.: . , .. . ...:':'\:.: ''..-... r' ,4,:. . .. „s"Alttitti ..1 e' ,"...`gM":":'..--: -. • - ..'''' - .•':si.:' % • . • • • • •' " •• 'Ai:S 2).n••A.\•e1/4‘' '•••••:A•V k.`cit•,( ,%•,• • •..•:••••.:•••: ,• ••• • '; :05iS ‘• 4/Y: '14:rCti'V',C:4:4244.4.. : • •••'4•,p..,t0> .4./" j.r: Jr...k. •>;,‘C•.-i.':: ? ..4‘k„.,• • : •• . .:.... •.....:.' .- ::4•N:,'.,-:':••:...,.. •• ::.:•• :-.?•,-..b.,""q..:44:::‘.„..m...::::: •:•••••• 4,..,„,. .en, ..w....5.:••••:.?:/•••,:::‘,A.‘>Y4 . :, • • 1:•:- . „..,-;•,,:;•..„.•\1•:..,Nt....?...,z.,,,,,i,:‘:.,::."• . ..••••••„,:c.:r4.• • '.• ' • • .4.•.'93';`•.:,1. "•1'.•'$'•)•Ett‘')::.5.i.5..t.:S.WW(.!(.:t0,' ,•.1,4)6‘141..Wit .,...<4:14*110a„Wy..,, 3.1.l.h.;;4.4:•:::::::::.i... •• ..:::•.:•-•1:•'::' • ..; •“"N•36..Netei?' .En: 4.r:S.W.•i:Si.:::.K.W.14..p;..( ;•/)./c•-•?•.'ek<"•••S•±1?ri>"•',N,-. . 0'•:•;"•;: • ' ' ••• ••"•? ::';')• ':/‘;;eit.•.'‘?“4••>:.• • • •'"a': . " •• • :. • : r";.•:'.::::;•.#t.MeMS,Ak#S.N14› • " .‘. 11°,3:: 1.• ...i.A.W.44.4&:..f..:1::. : i., 0. • .A.:44• ;..4„,A131:1,.4;%4y#. ...%.#,:. :e..?41::4. .::•.. :•-•• • 7; '.7.6 . ^;.;,:. :e.1.: b:,?:".:'#:.'4 - ' • •: :‘• .;•.; ;: • .V<$..‘„.,•;;;N(:illreffe.V:•.:•AWAT .' '>. ‹.4 „‘,....‘‘',..*.W.:!..:.t.;k:.,..ki4•: ••••:::.. ••: ' - •••••• . 4/ • )11:::ttV:a.S..,Ce:(•• ` ' • •`, • "' ••• •••••'• . ,. . ... ...... ,... .,, •.:5•:al..'"••• • ...••••;:\.,*:7;:•:•.:\W‘Se'0:;:iZ:r.': ':$:• • •••••‘• •••••%'''''')•• • . •" ft.i..3.4.:t:1•;..V,WAat.11.:14.••.; 4 • X.1/4:°••1':‘ \y• , '': • r .1.," `''' n r .1,:::C.c.re..14,' .4. • • .. .• • ' •" j....tet)dpi::::ai::itp4;04..Y.‘a** Si • :',.px>".(4..i•14.:Y.•"•:Nk.ViVt; ''''• % ift "A st.t.•4,g.•,..3. .4.4 .....::, . .. - em, -...; • . . ., ''..$:•:. •:.j.4go.i..: NL:::>:..:..:.:.•: .. :.• :„.::..:-: ;...< . . . ...t,,:.-m:.:?......st,vals:"•*xliatit • :\s:&•. .sf' ..e......:.t.r.:4•6. :S.,....:•.••, .....,,.=:•:•.• ...........-::•:. :: il • .• ... ..,; .N.4.-.,:,... ri.:•ya.-:;.:r - • .," ., • „. .... ,-• .:]::!0:,..::.. -.. • .- ->•:-.52›i 1.'&''C'''''' 'f: • :,•?1:•:'.. .. .....::.:•:.,...) ,t,..,! '''..i.;•;;.:. :a.ree...:•.0,:“.. s:' • ..>-.5. ''.,:•i. i....f:ni.'?>.5.•• ...``.>•••• : ' >?:>."•;" ??:::"<<$..t. > .2 ' "k.-ri.->>•i .t...2; ....SR• ... .....:::....:S.:. .. '<k)" '.•..”•••4'..-:',.:.‘,4:•,,:' n• ••:-‘5:";?•:c.: 43•:".:„'•':'.".•,:•".•:'•-•;',-•.-••• ••••••:• •to , ,• •,..:. -e •&:'•• ••••'f':•V.:.•%; , ::. ..:1:',<•;:;‘.-.1.- - •.: " ... .:0•• •:‘.::•::•••::• •;" ,:... " .::•:"•••:lf•I'" ' ••)••1•?-7 .`•••••e••::•:.....;:;•icw••• • ••••"•• "••"%••%•• 4-••••••:,. ..‘ • l'':•tit,:,‘, ' re,M54, • •••140:- .. . . . . <;:•&.•-• ,-,Z,C, WW.s.:,..::::"., • . 14,...,••:..i.r.;?:::1.h.44.>:•.:. 2....... : I.: ".....;:.:0... iel......:A::...• •.............;;;I:.:;;....•:;4%..4.;:-: . .......,4.,,.-,....*,,... .. .::.,. . ..; o:,;:••••.•:Nif>,:;t:. ••••••,••• :e...,....•-• •.,.... .:.. ..-:••••........,•-: ..s..-.•.s.;•„..,:;:‘,•,.•,:<.>•:t.,$•...4,4,:;.-.. 11-'xt . Ni..;•:11=•:. • .• • . , • • • .zri••:••'....c:',•°•• .. A. 1. %;:•:. re,. :" :•,•,•::,*•• i •••: .:;:•••.,::•N:•,•;.-:',4k .„,")....:t'••":"•:-:•.• ..• .;:lk:'*".:,05.52',.' "k • q•-••••• - " • • • •••."-"A"'"'•>:'?''''‘'''":4•••••• . • • . • • • f•1•: ;••••••",....1•: ?.. . :-...4......•z -• •r. c: • ..•-; ..-y( Yer•-*•;*i.•'•. , • , • •:: •,•,.r.,=•:;,:,x•::•;•••,;.:: ..• • 4>AA4A •••AA •A .".."4........"....% :04...4 • ;. ..<;;;.<.#•?..4".Q. N.4,S.#4•.‘..:...:A.:.7' •rf•rI4•CTA‘•.:cif".•.;..W:• ••••• ,:',i'alf.: C•••••••• :••‘.<e••• •i.:'•.;••.:::';';‘, .,;:.'•. . •A,;,.;:*,4•;>j,t.,•;.,.,..N.,t.zi.kts;,*....: .,,.. •:•••••••••••t.5.4..??...:,::::.%;•;•4 ....•. ,.. •.:: . • f.vr••., r.:.0..,/ .4 ;.. .....I.kl;c...4.:0‘• • . . • .. . /4 ,. .. ... .Pf . . . . 4 . 4 . . . • e.. 4.. . . . . ..t...S..4(..".14...:•..4:4.‘"•;;;;>.6:::::;,V.,,,..”4:5;.,WA. ...•" ... .444:::•;•%4..,.....; AN•W•••.:4::;,„ • . .• • • :t''''''''Wfegiy.:•:%:5•:":4. ;7 A." .4". ".."C...•. .•..ic....:•.`a •jir:'.:'.:tik.i...t.5.,.,:•4P. --; • • "" • • • . . .• -:. • . : • : • -,•,t••••• •O's.•::$.1::i.i..7;::•'•••.4:••': :••••'• '''' ....,f.,,--v... .>:<.•tzc,..••:4-e<•• . . •. ..,•• : • •••:. " -,... ••.•,;....-• :: • ••-• • • • -...• /..);:rs.:•1A, ..:. •.:•,....•. •.:•, ...t,,,, • :. . .:•'•••"- .. -Y.... ' •-•-: -•,::-..•• '• ... .:;":•:31':;.•• 4...,,,i‘,•:••:' , . ,. •- ••••s.:.•'. ,..••:•,.. t.:9 •.-:::s..\:.,..5,-:4. • • - . . :;:tP;...••••• .,,,..4.<:••• . ••:.:z4,:m•• • .. .. ,, ••..::, ,-....Q..,: : • ca.?-•,, , ‘••<,•a...•.'?....•'77....,.....7/ . ...• • • • .. • . . .• <•:':• • • ''';C.:.:Wei..;.???7'7.;:,:',...1,. ;•...?/•• • • • • . . - - • ,• • '.': :. 7.<';.;:::W ..:... ....... . .,Z-3:::',<..?`'S'7:75' 4.•••• \<?..<:?....:-R- , • • • i • , • . • • '''".. • • .‘".. .J. ...'. • . ' .,:7 ;...:.'''•:::::(... • ' • . . 7.. " -\\ - • - .' '.•‘ '' • <24.<z... ?•-,.:" _ • . •. . . . . . . . . • •<7...c.i.! .......;;:••;: ••A‘t...A‘< :..* •,-:...',.',•.•„,„..,,,.:,z, ,..i.;,?..:-.41...ita:fE'77! ...: . ' ...t..,,:?,.i. ..1...,71X.;!.:<; . • . . . .. .., . .. • . . , : ": . :.e.,-7'. ;: ,?)..)“.`::•-•••••(/ ::7--SX.:%,(<•...• .£1.7?.....:.?,. .. .- . . . .. . . : • : ....4"k7...t.:Ex.??..:•'a..?'.E"..-S7,1%. .7..k.../int.:.... ••• :,..... ....k.--',...4•.,A-&-'.. :- •••:::::‘,....c.f.,A::-••••••<e.„:•:•,.. ,' . • • • • • • . , • • • • ..., .. % . • %, • :50......:.:.:: ":".::%.;;I:A4 ..Ve.%;:;;;;;:.:.. :‘ •;";;;...„.W. •:::;.......• • ‘••••• .• ..4::: . ...St A.A.#41.4.14....„4 • • . 4 % . „ • ; 4 • • .. " 4 0 4 . . . • ...:.. • • .41, •:::,%..;•••42 :1:1421/4.4....:0;:4;%•"••• .• . .. ..#;<;; d;p:::e,%;4;;;...:%. . .. 4. . . .. ..4. • . 4 • • .•:.• . . . ..t.<<............• J.../...:..4:: ....)::4../...,;":( ..: . • • 4:.;....,44• ::.;1::h4:. P<•34(.?.?4'.7%<...:, <,:L... ',t7.C;;cs.;7,..t:7 ,‘ .7.• • • . • . . . . : • ' '''':‘. .""‘I''< ..;:•••••'•>;:: :•••)-?›.. ...?,•' .... :fr. • • . . . • • • . • • ."-‘•<' 'a.c.x.":4::::>54`: ' • • .. : . . -7.• • . :./...<4 . ...7....)•>7 ...?"..7:... : .4,q3.,'Cle.k'I k•:!..i?..t.?..•:?.•1:...:'1 N.7,., ... -.".- ' AN?. .,:• ...••, ..:\:;75•;•,.:< • . . • . • • - ;• . •..&?;.??..e.,&.•1<kg,";:k<?<';'' ::.;.. .3..7,-. ....:::'.4{:?;?S'.7.:- ••• t••;"-T••-•••• ••.•• - .......,..4;r:::::-,4 ..•,: •.•.•.•,••• • • • .4.'44.44 ;.;:•4; ... .444..• :: ....: ..N.4..44:4";; %•°. . 4... 0 4.: . ...; .:...:!2........: . . .. • `,.4. ..A.4,4: 4 S:.??,•..:-;-?<:- ..:: •....3M:a717.-.1;7:;t:.?::"7- :;.;.:.;,.•J. ..? ....'47.' , ...•27.;7;',..": .,;... ;V- ‘•:V•i..<HY'. • ' . . • •?•efa `1.)..< •.<3.•;<' :'<i • `4...." • . • t< . 87. • '5'..:: V '.:4:,,.•:•.:::..“...i,... : ;-3.,., , ...e.,. %?...-.s..5t. ..:::.' ?... ..:J...'r...:. .: • t •.` • •..:..:.SR:1;k:A45..%.-'.(•,..” - . . ,,?,.e.t;ir.- 4,..‘",‘.•-••• . '''s'm'.*,•44,:,.,r.::.:>. -,..,.....w,:•:••••:ii•:!0.••,.......::, •.•.;.;.:-.;,..: ,;‘•.../...•,.(.,.• ,..,,.b•,.•.k.::•:?,•;?•*:•••••?•&•••••-••••..%••,= . : - .. • • • . ..}.......•- •...?.t: .•v•••!,- ',...•...•• •••• ••.:•.-:••••••.k. ,• :••::,,n• .4,4k.t.-e•::.*c••;:. ....:-;:d.?„. •.... ...I.:- , 4t....e74:a.•:;5..;4..;;.::: ::;4:....4...::.:4/ • • "4<C..:4".AS:.:....0 .0.t......:*"":...: 4.<1%;%44"4.k.,4..... . ";1.;:;•:• ::"V• ' 0.*A.... r.....i. : '' 't'' •- • '' 1 : ". ..-'',<"4.•31:•.:‘t"::.•:',:.",r • . .%.,\.t.k.c.:-.;•::......... ,... : • • -... •••48.,•,:.•.S.,”.“‘'. „ .„ .... .. . „. „, .. , . . . . . . . ... • • . . . . . . , ..„4e1:.S'.P.'':.?:...„4„..t%,.)'"-'`..•'....: . .-c.. '4,„....• -;;; .:::6t:t?• .....";:.- ...•• ....:1.tat.fr . . :..e.;s:••.:.........S: ',...;.,.....< :(; .,... . • ' '•:,?0• '.1it.:',•, •.::•.Kg..?..!:`...• • ••:.". : ..... <A>,5-i... • •41,.•‘:g.•,, ' .' i.:`,,i, . •• • • ...1.:0::-f.s,,,:: :1,:":"..:' ,-;":",',,, ,.',•,..c:i •,.:••,-,..,,;,,A"„.. • • . „ -. - • . , ,. . „ .. . . . . . .. . 4:' -4•,..",%;:........;.: I': :F.::‘,",,,c. ,4. te......".4:42.: ..:4:4;t:...... ...........-4 ..:„,‘„T.,4%4 . . . . .. . . . . . ..„. . . 4 • • • . • . . 41").;:e.4„•;;;::te.../...:01:4..t..;.• .;5, ,:,:: .:::1.)>sk•-.,..::::..‘ 4.X. • ‘;',.:‘•" •. •;;;•..c.: • .7... ..::ir:•.:*.:•*•:,•:.'..:•%•' ,.• .. .. ..;:‘..17.:r.,,: t.;;;;;g•1/4.r.,4.0j..g:' ,". t.,...‘4,4...-. . • :':•44,,:.•.:ii;::?:•: . :"........-... . • .;:"•:-.:• ..••••••?, ••::•-.:- •!:3->f •<,.."2.....:•";••:;?,^":•. •!: • - :•:: ..• . •-..--. •••••• "- .... . . . . .. . : • ;. :. - ....:;.:`ii%:ii,:t..Ax:.: . : ••:..Q..1>• .:.•• •:,.x5:1 -:-.... - • : .. • . : .. . . , . . : •.0.::::.:c..ff:;:e••::: :i. • • • • •: •`":•!" •.::::.,::`, -1.: '' ?<I:1 ••••44.-::••::::.‘ "•:?).:164•447!: .'>•4:>.X.:.'" • • ••• .• •::. • :". : ::•c:-(.0V:4.?:::R:....i"-•:'• ' "•:••.1'.•A 1'te•-•:• •,:s.,.:•. ..•- , • "As6.1;., 0,-.* ..•......;:a•;. .:*: . • st,.•:... .4 jf$;?,,ir,;•••:..: '.:MP..k t4...4......*; C•:?:::ii.•::'i..g..!:j."4',.,:=4::.?•• ' "..••• •‘ •";<•••':" ••••:'-.1>.4.,1,• j>:s.,14•:)! ."1.?:51AVWC <Th-, . ..,...;„.,_ ,... -.4.705peeet44:i:es.N.,,?, ; F:....2.,•:•:.„ ,. 4,,..,•••••th....,.;...w.,, .:, • . . . . • VI: 4"-? C:- ".':•'• . :„ . ' ;;C:.: V:.: .„ . ...• • ....•;.K, 1:';I:.• f% ::•ZS:•:•‘4.;.V74C4 • A . .". .": .. ..4. '••••••• ..".....Y. 4kV4‘.%4..• • .4...45.J. ..*... . .. . ; • 4 . . % . f #4 .- ..4.:.4... ...A. • .. :4:0.1. t".....:94.V....":....: ..:::...?‘44C;;A:424e. •f. ).:: ....:4;;;;;A!,44:•;:df. 4 " " • " . • . ." :::.•,f4t....44‘;.., . 401,S 4. #2;.:4.;........ .. .4.:4,.4.:4;r::::4;4:11.:4::•. .:.• 1%.,: ....4%;.44 / 4. • , . • . : . • A ...:"....W4t. • Ail?"....? .... ......:.:44....• ::: \..“:'::%C....44; t.:• ••••)5,.....•:;.% • E °A ..e.;117:4".. .. • • •;4}.4.5...,;0*:./. .: . • : :. ; ‘e::::.i.:4td•;"44...%#:.. • . • . .• : • • : . ..,.;•:::•:!*1:1 t....•••••.. : :‘,7 .• : •::i...4 ..SSC<I#1S„!;!;?!..C•Q 1 . • • • • :4 4/ # ; A: •(.......: ;t..4?4:" :::::"..k31;.% .4a•S.I..•..Skk .k‘.45..::::;"'‘‘?..... '.:/k15‘. ..::.•"..C.: .e4:44.• ....1. • : • • .. 4,47.40.(4,..: . • • •::4,::Fr 4 • .. ...42:‘•‘••;:. •;...A.4:. . 4 • % • r 4 • . . • • . . .- ; • : . : 0 . 4 . . :•;•R :‘. . •,.• ; 4.4,44:f4% . .• • • • . • • • :44;;41.4 C.4;•:.: .,%;.:.•• • A 4S4:::::‘;:..:4•4; :::.:r•ta:i:,,:•:•iy3:::.:..4:JE, .. -,:i.••••*•‘..‘;;;.•`7;;: :•:`• • : . ?El.'''' 7 • . . . • • . , • .' .4: .'.. :‘•.4 .. : .5.:;c•t;.:':':k:5;:ters:c1A: : :.4 ,4[... 1;.7. i.;:•! i...4 . .•'.:: .;',7'40.7. " ,. , . . •. - • •, . . • . .:•!: ,'< ',.<:•••:i•.:;::.: ..-...... g'•:.'...,:fli •ft'..,:..i':•:r •• :.?.;ai:. :.?..‘5V.:<••.••11 •?.S.‘< a; . .,. , .. .. • • • • ,. . 4:• •'if,: 717:X?•:ig....)4<''.r.?‘,i •4?-7;V'''4>,:l.,24' .,.....kW4<k•:•;.:;":: • . •... (=- ''.• • • . • • . • . . . . ....•"i ': '.h.ar: <.;?'./...S..:?.. < t‘a<.::7'Jo!. -',:e4,;".•:"A:::.:::f.:' /:.;K: :.'':. • . . . . . . ....:: .:.r.:• :W :•:••:ft.A 4..;...:.......: .:"....•( A‘.K. lil..;;Z:::::•:. •: :4..... .,. •4 1.41• , . . . • .4. • • . , • ...4:). ..4::: •4:...•:.... . . •v‘,..t•• ..:.',..!•• % . .. .. . • „ . . • • 4 • • • • .:.:::. ...".. . 4 . .. • 1:..1:4 • . • . t: .;:•:.4.44. ; :...c• V .e .,:, ; .:4,,,.:1/2.: '44; ..44 r..R;4,..>.•.,...7.4e. • , ..4 ../.. -..P:„,; :•• -::•ie • : • . . .- • ••'14. ;;-:;-i1'i.;i:> :.•W . c :4.-ke:r.>.,••?:.„. • • • . , c .• • • .i . " . •• • . • . • 4 . . • • . . . . 4 4 . •• • . . 0 • . • 4 4 . • • • • . • .• . • I • • • , ; ; ; . • • : . . • • • • 4 ... ... " . 1 . V . • . 4 . . : • . . • .: • \ :• •:;••.:::::44;;;;;;;::4:• 4 . . , • • . ... .... •......4...). ..*:,... . • 4 #.• • 44:.......%. 4%\l:M.4....;;......;4:1.::.:: ; • • : • • • . . • .‘: • . :• . .•::4": :... ;:•••••; :A. ,....4 'IC. •:• .. .• • . A . . ., . • . . . . • '. • • . ,?:;..::.?:S.::: `'." .•:: ' , :• . . :.•••••:- :.%.•- :•3..:•::,:•:•-•::...... • . • • • . . - • :;: •t•-•:?.::: :•::::Mr.: : ".; : -:,•.•:•‘',"•?:•::::..9?:::::‘:>::::;::.:;:, • . • • ;., ... i7 ;74.S..i7.:....: •6 ..) . ' • :--.7 ' ,,rj� .Fx::y�;� •,.'.,1 <'c.1:•� 't yY ,..• • • p..... : ao. .fkiFt ., •.Y :'^ ,)s,� ::�.:[�,cG"Lei::✓,i;>u' • �, .. j f( : `< a }" 4J YE'YS2s,<,r f: a` ::. . . . . . r•�^` g.ixry• 1 ,5u :�:::::,Ya.,? .n..:;,:q▪:(v::u6: .v'/: a . ... Cc II M w : • • ,.�: .�sfir ei * f , t Y'L yp3>3. i' ...a O: ,F ^ SC: '. -` f..ik, : a �ie ` „• • o ;3, . G ; "" °eke '. ¢4{`:3ym5; , ate :fl : :. •i e ,.."�: ni; •: yd5pn.e�.A. • • • • . , .R. :,.:ice: ,. • , ^ W� ,.'...,., v. . . w ._ :.�r ,;Ayr<?'s,; ,^<.„> K`< I >< •.Win, ,.;., <-.93:x tr •-(2' . Y, v> . e t l [ • .:....,:, : ,: , .. t. • :'. • is din • : . .. ' .:. :fit r .. >:.,:,:.".,,£,:,',>.,< �f, ."��p '<:ea, .. ..., . . • 3< p'. .. , ...... ,. ..,, .. . i a „ ,.:,. ..:.,, ,,. <,._,.. `a/r. a.., . 1 ;( .%fin? "35:.: >. w fl . . . . . .. . .. . ....: .<".. i' . .. ' ^ifs / j ., .. .. . . .r r . rw.> . .:...:..: a t. ,�. x � ..,.. ..:vv'A • • ' > < tit . >: ::i'tix . • �.'/ k . . . `f4'i 7 :¢ aw' YFbvi %`>ems. „,x ,{a ya. .:s ...y:,p �4yF;�Cyy .i',h%: k ▪ �fif 'µ:./ a �S'n•<G`( .d�ASK>tix"�yv:a�3' S�f� w, • r yy m. ni • • 6 "T r r1 . . .. .., .....f. .. . .. • < T t. 3. is r.,K l:$n .. . . r. • d., Yx ,..�•r'i. 'r.. . :• ',%y7 lly� a�� yf� . >F: "!E�v :::C:k,`,�4:d .,y[(^Yj�i .. `JIa i13%.,,'� aF ``\'\` .y< y • < 9l''fJsta. o. • tf a„ 1 ° „' K, t a,. • r , ilfj'' r.(+�. 3`Y 2k" 5Q'SX• ?>•1<?i i:. ,f• v.) y�' Y w`C3Q 4 C • .. .t.. .. • ... 4: N: �Vn �. :.:s3u :'jet,, Z. . .... <:. .. u....,...,. r Y,....,..,,.,..."'.ri.:>..,,...f..,,.n:,.N..),vn: ..,.�.o.,.`.a....,o.n...}.'...,:,:.o...Jv.-_'.:f. ,,,../<v.5...v....s,.;,..,...^:>,.G..v:.e6n.w. ^..,............,..,.,5,.:.„.a.•:.,.:..k...:nr n.....,..L,..,.,..a a✓'..... .-.T,...,,(:....::-.n,.<.�.n:>.n.:..::q.:..":...,..... :. . •. x . .k• \i 5 x7 y�v,x, ` l,?' . . . . r /. . .... .• i,:.: , . n. . . , Cn. . < . . , • . .. _ . . . ..._ .-._....-rr:.—'-'x,,-a: :; : .:.eyi:cx«.•.:za� rai _ wwwm>� mw .reww. �•."-+xs•,""'u. ::�`'» <n d4 %�- ...' — __ R a.•Fy., ,e c, .xk3 ii •i+K". y`E �'W' 'ii'• f. Y;.' 1'--ri;s i...se;{,`;' - •'__ -.) :. " `$'4.'+ -_: Yfr.•r. . ,,, i* ..4 ;� „x,[ C, '�`' : = L .' .,^,Ks2 ,r �•y. - - ye, ...- -.x--3:"t ''A'g 1 s�'�--"'r, i. m n • c . a _rt''.E4s1t-' wf,«::..— . ?[! __ _ _ L»!a� ' .,a.�Aa.-:'3":5. N:AF"':x,iz -`tiaf:f `-sc; y<%i[""`--�- ssP•e a e!. :..y:✓c:' ._. YM :, ;4°; ,r af°, y[',,'e,. . «LY't,2+S „:^'x" ' "R.. a .L".#`h":ad l � t:• `} " u �..:j°:..;�n.n�... w. ,row • ... _ 244- :--c.t;.-+K :;7#. x•,, m af- iw fib`° � f. . ,.'> #[ . 04 • ..:-..e, ;:„ ;,;i.: ::y:i a'xy£"»:i'l.ar M r^Z S` +[ A ,S' ' � v s• I,. 7C'°. ,,-.1.--at 1' : ` _z?;; - , . >t:" :$ •x«`3,�`•;.,y rS`.::Li ? ` ,. SP "s'&&�N£?'a aN`sa3.Wktli :.#„., Ini ,.. "%...^•^.•_'`r�;='�" "',s�i;i>3 ,, E �;xr-Src• ;fn em , . '' ki:y:$:Ss ,.,, yi%:.<,;:, t.n i �.. / »�• : ��.y � < %:,it ::.':. r.,:t§Y.A , >r<s-2' . ._ t. s.< .. k1�'+`:/: s� f. L, �. '``��.i. >3 '`se. ;: tip ' . '. �4 a »3" i� ,o, <Ye" � ._. w= . . _ _ .'"4.•7:F. ."�.V.'.'E;.4�4 , ' , i. +.\,Y:9 [✓ ` ffitc.y. ,3a :a','f':`hJ4,+x'> ., < 't�C»» •.-� : t . :, ..<.:,i;.i3 . .3 :if�Y%'"'%:.s\"�„ 1. . ��4 1 Y` - "< < . :w g� !.#..q�.:�.:h>�I'.t..>L.` • .n Y"C35 ` }': .. ., .. .:..: � ir• :Y<444 N.`yai`! c: : . 2fr:)S .. .' :.�..z- •;E::[ ,ilji' S p. 1 <ra:> r .. m d 4 x"r`f.:1+,R34 X:3i -> � •n> :yF , „ • .tee , •• vEE E 5,x. R4-L % "-. ..`:LY"'}S•3L71.'...Fi, :5 . . ,. ^-• nx' °�`'2dy�' 'l".rs .�'igjs ; •e: ?k • i : 'g 4 .re.< ,,. ,. • ,Cs. .ry. � • • o : : 9: a , Y 7.`a6s“ its' o S ea.i^, .- `:a,: 3 .?. .'<.' A• .' niF_ e .tt ier, : iy v '3 ram a. ',: �..:aYk�: -e ° :, -lie.`w ffi:i -:£.nl .:?ate e.. . s V (rfia•:: 'r, :ia>"3f�,}. .. :2 -- .5 y£• • ▪ R • „ffrff SEA .�qe: \ s. i " �^t.,i£, < " .. "ate `oix£.),r ' •, " ..¢..:.[f:# '< . • 44 4. ` • •p•k•'.•T •- $.9t?i>• . . 7' ` ::' • , jPi°`':h " q m,^" t. ""z ra aff�r�n.•<'!'`' ♦',:xT` � ' 3..,',` i,'!: %' ''AMav/'s`. �{s. • %a``F f. `iy� `,; ti$ .a,:- :`,y." :E�:.;., a._ i•,rn�.-t�<(✓�e,:( .P..^,....':.:r'w ,¢' dt . ' 4F 4:. n. • • }5M ;, " Fi> .▪ 2.2 � • rv% :a a,Crc Y:^ ,. h i:%4t S ▪ w�,L 3X»L: :.y; :,,:t.LA < r^.k':..oa 4, S•'. ..Fr..'' < : ,..., �V.,F Yii, • f ;`yj,, • ..s5,'.: 'f3ih+� &'T,,ort:." , " .m ,'y: ' t w .;..`N .. " S/�:Sept. .. ` yr ' `S R�.<,..i.'.'a. 7, i. '• , • Ci ••• fi ▪ • • a � ✓a ,L..J �a.. ` iT 'Yn5yY:" w ,. , r: S £ ' � , ;^ . ` ,2;, .:. > ntr •l „v , � ' • i • aa;;iri ..w< . . . . .:;%""s""'C \ Ji.."'7 'j�3 i :/C0 "i t,5, a£ :7* 5., ,•:.9.'‘:. r e., , ' x. .:::' :C, • • "C;;` y� s.,£7>'fe'�: :W .4.' '''; Sx' d:<� .3'..- ' a ▪ "1 , .,r. :; `.ai' .saNts.:f:“ %.;3" .;.W( ,E; `A`• N i;'>"?x'b"<;.6° ?: rS' n�a : ,e 5 %: ,;4 43f:a;:, t a ^3.fftag.. v ,} . \ y$ ,i : F • • ff'a:,� 4:4 ` St. . :3 '� .:;;;O::,"ir . ?.f;:. • • •RP • '\b6 � "SF .aSi[ ' }: .'<�, r . • t'De:,", '., :.,�.: s• . . .l' `•S`'s ^' V,S; � w'y:` .Ya \ fm r,kT` r. Y< . . S'. ^^7^e.i a ;:;ga : .,.ta' . .y 4. E ',>a fS3.4. A.:[ :.✓.ia ,g �^c: :'Z '.i<••,.•• . 1 e;{>� :y,�a't a`t£ • •„, `'"'x.:., mt [dyd;may . . a. . .` • $ 'C ' • >") ':f4 F(J�y,'�)> .. �•••S0•., • • • f • ,, in ' �` �vaa[ • • _7.: 3=^ LS. ' • , �: ;:.0-:•;:.% ,\ . awl$: ,!.[ . ✓,r• "` '� ' • j �2£ah.`*" ' ' ."iff:" irk ;a,C,CP'4'r E'a✓,pp z:7 ; <, • ly Si.ti.. d •< 4?1 :: ,. ` Y. . �! ",t4`` .xis' !'•£ � ,.:3s ^Y erii, _ ok'.Y ::Y£; t . ;yt . <a,S:. . . • .5^; . - '` • • Y Yi9 • <i'" t `.4 `F`<;' `i, • .i .,,. . ,aft:i i. .< i.»..@�. "< `.,r<. i "R....: S' ,4 ,3rt: r . a ;. \r.no; West Coast Engineers, Inc. Invoice 1520 Parker Way, Suite G Mount Vernon, WA 98273 Date Invoice# (360) 424-3404 3/11/2013 2857 Bill To Mr. Gary Ross 4913 Portalis Way Anacortes, WA 98221 Project Name Project No. Contract Type Contract Amount Through Date Floor Addition Analysis 316-13 Hourly $750 Item Description Qty Rate Date Amount Principal Engineer Meet and consult the client on the site 0.75 88.00 3/4/2013 66.00 Principal Engineer Retrieve Triplex#4 file, Calcs setup, Gravity 3.5 88.00 3/8/2013 308.00 and Lateral Analysis Principal Engineer Lateral Analysis, Diagrams, Detail, 2.75 88.00 3/11/2013 242.00 Specifications Clerical Copies made 0.5 60.00 3/11/2013 30.00 Principal Engineer Meet the client, review the report 0.5 88.00 3/11/2013 44.00 Copies & Reprod... Copies & Reproductions 1 8.00 3/11/2013 8.00 chyE r GARY W Ross S 4 p��r4LJS WAY CARTES WA9822Y-401.7 j (-)I dergf ;, / " 3 &594 /3 rs zyzso wq /�. L) /E 1772j od fP sosoo i A'laak®fq errs $ 6569 - = t r25pppo2a For �- V - - - Dollars . s Hanand c,,ke QQpQ - 34 � 3.�' 5niq Thank you for your busin ssi IsLti(.,oaflFE I' Ulu. ZfS.;'.; ALL 7. firOT ON ,,OBSITE PRIOR TO BEGINNING OF WORK , ,�, , , Department of Labor and Industries i '. .� Print Permit t.11 , _ h INDIVIDUAL OWNER ELECTRICAL WORK PERMIT #2247982P Contractor Name License Number Installation Description: added circuits in upstairs loft. Purchaser's mailing address 4913 portalis way Services to inspect: Anacortes wa 98221 Description Quantity Amount Telephone number 4254711238 'Circuits - # of Circuits added/altered.p $72.30 Inspection Fee: $72.30 Premises owner's name The department will perform 1 inspection for Ross, Gary permits where total fee paid on permit is less than $86.19. For more than 1 inspection, Address of inspection 4913 portalis way Site Phone Number additional fees are required. 4254711238 Additional Fees May Be Assessed Upon Field ANACORTES Inspection Power company Puget Sound Energy This permit expires in one (1) year from date of last activity. Applied:6/20/2013 Expiration:6/20/2014 Date Approved By Date Approved By WALLS Insulation Only SERVICE Cover FEEDER CEILING Insulation Only THERMOSTAT Cover DITCH Inspection Date Area, Building or Equipment Inspected Action Taken Electrical Inspector cref,,....9A,. I \ l-- 6.1CA/ • • • • • • • • • • ,1 : . • • .•..;„....)::.•... .:. ..-4:,,..:•-•?/...,,.,:t.::•wi • • • • • . y>i.:.... ..: • a.. • • • • • !.: < G • \wiz:: ..1� .. . <G • • • • • • • • • • • ‘1 `T<i<if:. o>Y✓.'$. .v• ; Srf Y:`3 ::y..t:' . . ..:;•„. ... ... .. .. : i - .. .. . , • . • • • is .. •F.11 ;�,,5 » :;Z • . . • • • • fix`: • • • • • • • • • • • • • • • • • • • • • • • • as • _ • • . . • • • • • • • • • • • a.'3Y? ICI 4 . .• • • • • • • • • • • • • • • • • • • I • :;1, • • "aa` �• ' d . :.�:. .Kz93.ei!F3 'y 'uea> . •9 ' ?,� 1014 • • f , .1. .: ut.se ... •d.r: • . :�{��,.3� # .,:i ..r:e>;a .. . . . •• . . . .. .. ..n°.:. • < , .f . > • ., � . .7;. no-.xai#.Le2"` !. •f d•, " .,';:,: ... r ..'$ ` . , v.W.. • p'� �ii • • ypp � .. :. ., ,.:xz:. � . s `'?S' • t:)✓ �e''�ay.Er',' hi ,;.;'• • ' y�).�':3 '.i ;"�,;:' .11513't v., :r..: f ,<{l w 3 :kI i,r. �r i . • „ / . .4:a. Sr • C.<� .b. ..yy"I / , .F • L 2. >.r. . .. 'faZitFK ':: i .Q. 'C. . . .. .,•.. • • "[$," :tat l kip: as?:,..> • �:: . • . . . C: 'r; . J<.. u ' ' `rt .,: :3, 1 • • • P = `<.e \ ::4: ': i>'. ,f .3. 'ajl.' � ;;f i»K�L">: : . .:;.a? ':# 1"d. c..., ': 4n..i14• C.0 ?'z .2' i' n ,?k. •. ,&.>' ;,AJ` "..1`w:' ' 'f , � .. `?ii'E �i :`;'<:v.:. '`�. » .:EE,1, 1;a +1£1 E9' ;iar?a.-t,iv,;, t. $ a'.:;.:: ',3£ 4 f{ ,`wb"i2. O/. • �'. :� 3S :.( ".�°Qg •' , '�'{ 1i S• ':.tia '" Z< :?'>1,.., . . • • .L�af: Y. S O.Y�� • • r,k t'6.... j'• fA A y! ;•`.J.i' e:.111' �t �" '>?o yC�/.:::: r •..y.i § • : ';ii Al�5 \au , ... . < xai r , 'J 4 ,.,�{ • fir. ''aYR7i> F. S' N, ..',? %:j>C�' • "'' E'2�.'`�a •yY'::a' �`g.;f, ( : • , 1 • • • • • • ' • v ; • ,a :? >£3.j.1'J `:. ' `534`d>acr4' f% .if r .:.'3. 5Ws{:�>�:F: ^.Y. ,.:5:#?' $ ,9.:1...•..if':�cy. "F3 ma`s'; ••• .. • :<`G" i. • £ii"qv C?::2 J ; (»r . ' . £ • • gg • • . . . v. .c a �4?:3't ;: ). ' "'4:1 p':. ....a.• "- , ( ... q� :.acYT'A v M„ • • • • • • • • E'.`nl>r .ta` .E V � c.,. ' f:: >N :.Nc • • fl. Y. '( : ,: . . ` S ^ A:;)..1 � �1 K XO��e ^S.:. DS6f 'a "S :lie% `33,<:^..• a 'Zi� . htg•d • '^'^�}" ' 'S. ?« ..i2 Ii3) yam- +'K,: • • • .. .:.e.>.,e, 5.:1• ,tea ic.. " ... {.4F35,. 1K�t u".;A;' . ".1 . i . . . .»c ,<v TT' » fn (�''v.-. ' � .`+1%'irow, • t ... ",. 'ISSS • yy a:•`"f.L3 ....h\1'»:ro/y. rq.S . ., ., \. ,:,S:h>/,. :. , - �. :.fie::�mSi �ix<y . S *dkA • • S p • • • . ,.. .:._< <.: . ... . . . . ♦ _ � %.'4j • : .F � :1:%ES.C45V2.< CI,<1,u.5rf,„,.iF:'€ii(. ::''::a.vS::Add;• kd .... .. H.m,,. . . >W AiIL.F...5.. g %1( •. ..r¢ cf ,,C1\�\e:1:E•Y,Y..xx^xnn:\., . , .."::':': ...\:f�k�[':<i. . .[ .i ( .,....rs > . . :.. .:32. :e'3'� oD "° . d.Q u:. , • '7; ; "... \" ..... .... . . . .r �.....x:� / Y` �:+:•xk^ ` LY,<i hy'ptin. ,,,n.>Q, k <5 c ^' '< ' .. ... . .r..,(,:. .:Z.. :' 'g .Yf.f1":� :; . .'L(n;,p ;:: p.. .• S:c.: : F', @. W..:, .p•..:. . . .. \ .:>.. Ct+ ..Z..?. . 3>L .in: tn;''='^,:•: r,• (.; aiYs,�; Sr �q .:s. . . re,•;,»Ja,< :...:',• '?3e i f ::;:'< .4t. S ' ' .. . . • . .. �y 4.<. . y �'1J' ¢a . v. °,3'' ,P. >K$:" y • • • �V • 4 ) ,(.. L • g • Y ?. '3x?t .� •>t<..�,t•`Z 'C -`\�.jyy,'6g;� �[�.'il • ,4P'i.n.•Jl1 weY> • <: • fig? <n, • Trek �n itif • `.@A ?i \ :<: R•a ,'t,:<:%<sE;"€6.Y.);• :••t,i^n` ° ' `"�y,u,� • a.v. .a. �'� F„2h:a�c> g33� , .2.` • . . 1Y• .• 1 / ..ti .)' • Haf ; _y. .91• A>'r. • . . ca C tea F '.��` g 5 •: 9 j >S`.r, "{(`.\YYii , 4 ,c4.. . , ". )'^, C9 .{$. E Iy{ ..@ ?s:'.:f.5g5 T?.. ' y "t �'6( n'un:(:'N>.( , r s. }yl. • r.'.' .$.•i • • ,. �N 4� x .< • . .. :aid' .:.? .v • • r1:14.Fv 1 • < btu ✓�,2/ Y f� `�' a ' t . 4q� 3'°J �x 3. fr., y$�. �` M - fix"' ✓ a3 t. At. r` .L itt mmc� it P t FY-'V^+ • �r • _ t si:;s'"a �' t S w z u`Z-:. ?.-.K.."/. �. F.. yst.0 , x£. zR; i. s44• •s s ? g. ,i • ° 'y • ? r • Yo`. '� f`r" • • S aHk:..« "E5J✓ t f !� • '2( M x 411-4.; ,A}nu :; -a /Ss J .� A °" � ro*'�t%FZ "ik > �... is #' f. 4 ` •_ T — s ' �4y✓R j<4 ° gg -•%eta , r 2 5 Y lY3iSe/F^ Lr.je Y brS ��• a • t N. r • N Is' Y �yS .q [ EC . , � s s �'.. t aY "11 :.c- t x F, , • -Kr Z .F i tK F €' • '$ti: +.y.r.ta vb't �x 'y P ger,i , . • • • {s, T. c�q.'•F h' t t a s '4 - ? „ i t E 'a v i �x�G . ♦ s6n �i II'' uAyau �.� tt It. .., "" xt: = � Ek '}x� �Q 5 . . . tot �• xl ,. . a „ ➢t. i � .Ffry CjC eDk r � „Ys rd<a.y s.. ; 4 R �� �, 9lJ y` „ t'. ‘ee • • 1yF ire �� 5 �" 5> ; "gib°tfj, j•c e. � 4 t Z / E -. :yam�„„ t4 a 1%' 5.. .. . ..` y • 4....:A:::It.L Sawa{• F'f ' tom, € . . z ... r x i 3 £.: :•[c eo 3, t:MN Iv �$ b a✓ s r w PA vll 14 ZT lrl {g nz 71 .... F -tri t 1 4` -r t� i Owl i m� := « ©�� y: � d2. . . � �<� � � ° d� \ � » m.� Q� . . � y .� . « »� � 2: . ^ «� � � << .. .. ©�� °3 - � .. �� :� � « � : . :� . . � � .. \� \ / � � � . Ga Jd �O R ...: i � z :I IV s� i XV . i. M, . i. M, i. Cr, WORK Iro: (9ary RoSS Li q f j Ar'Au_1 %s LUa-.i 'AVa('oVks US k , 9jL�aI CONTRACTORS INVOICE DATE YOUR WORK ORDER NO. OUR BID N0. j ") -�L ` Imo! JI �iptok I d w)pre 91 l/ t v S& Idlr6'z, .t v\s4I( 3 AA65 CcW\co, Aso A vis l� l u\ '�V e vvir W6! 4vn' f CA- t�C&'N. �ey Ur?v\i n A-4 les4zdl K�or�c t�trcC Ti.S�-e�A�� tAkr U4tIe CC tt r AclSK.iI L^ctl tt roo ioI TCS*zmt SwSltdl �iG+ ` �r_1lcx � SC �tnS�l� Neuf W6i)df6r `\ib "i eP kn(7r ,1 iDq fi� rt crwwy � '/K4 var yz 4-0 �-m- " +Avwv t S 6z -er CAT) I Ck ck 3�. Lill jcessl , All Material is guaranteed to be as specified, and the above work was performed in accordance with the drawings and specifications provided far the above work and was complete in a substantial workmanlike manner for the agreed sum of +� �1t�. � -_�' Dollars ($ gp This is a ❑ Partial Jed Full invoice due and payable by: Month Day Year in accordance with our FA reement ❑Proposal No. Dated Month Day Year Ncaezz CONTRACTORS INVOICE Code Violation Complaint Form City of Anacortes_Building Department 904 6" Street - Anacortes, Washington Phone: (360) 293-1901 Fax: (360) 2934938 Please complete all applicable information and return to the above address. You will be contacted,if additional information is required. Response time will vary according to the workload. Provide as many relevant details. = as possible including the specific address. Location of Complaint (street GJ /address): ci i �J �� ��+ �/ 5 vvQ . Nature of /Complaint: 1 q Tt✓i I)d 4�/. f on/rc y, o 44C �o4 -0 f r 4 e 'lc� . 4o�l D« In ,V5 e'rl1 nvz�'i�em-Sb4/'� Pray/ows �v �Oben i �/D 2 info G. liv/✓,V(.�'Gflr9rt /009✓ � n � Occupant/Resident: 1Tz2ry i/ in rw � Raj55 Owner Name: /&s d� f a �f 4sso�,gf o Home Phone: 2 0 ^6 - 3 9D - FI6oG (eeh or yi Address: Work Phone: - City: Citizen Inforrt�antion / 1 Your Name: l�O b . //y Address: /�OZ PO/lu 5 �eaifi . Your Home Phone Number: Work or Cell Number: 33`0 - 7 7W - 7zf e 3 Disclosure of information revealing your identify will depend. ou application of the public disclosure law, Chapter 42:17 RCW; other applicables es and whether the complaint is criminally or civilly prosecuted. When giving your name you may request that the Department not release Iyour identity, in connection with the investigation (you should be aware, however; that if'enforce ction results in court or hearing examiner proceedings, it may not be possible to keep your name confide is Signatur :.. _ Date: f 3 . - For Official Use Only T Date. Received: Received By: Additional Information: AIA. .T�Nz 5 ' m -o 4 /C/ /I L� i Referred to: _Police �B¢gineeang _Paries _Sanitation _Fire _Streets Date Referred: ' Water Other i. ��/ �� 1 t \ \\ , ' � > 7 � � '\��� I g f 1 ��( � t Fo� � \ \ t / I � ��((-- � i fv � \ro I I � .� � r' � � ��� �t�'' r i � � � � 'T i � '� a �« g* � � � � E � �� � i� � � � ,, i %` �'2 �� ��� �i�� _ /.UNIT3 4915 uxx / � \\ ' Q �� � l \ .�. .. / � �` �UNIT5 4913 ;� r ss r _ ) � � .� ' / / /r` _ y��f j�yr i / �:� /��/ Fi LANDSCAPELEGENQ d ?n' °��s? �r4��~II�`t� f NEIGH7 CALL. _ *,ar+ °` u u� m♦mx �.� �� 6UILDiNG INFOftMATLON ��11°���#� �y � - �� gee txv, too ss E -m e.�oa��omed:.mm ,ou����.�:a,�s,� s�^��P� DEX M� � DRAWIN I CODES GENE#Z4L NOTES. rr� i ._ _. _._ . ... _.._ _. nn nnnr�� r� I II I I II II II I Y ; 7 ,� S I I LJL� LJ LJ LJ L� i i i r i �� i � 7 �� .' rr �S�r� < I � C�i �. ,. , V J 4911-4915 PORTALIS WAY _' _ \�' � `����' � ��� T O W N H O M E S U I L D I N G 4 � ��, LOCATION PLAN f �. T , ,�-4i �' ANACORTES; WA TITLE SHEET SITE PLAN PROJECT INFO 4/1105 n q t'! � . 1 nor Di wore Ids—lo' a/— PORTALIS TOWNHOMES BUILDING 4 BUILDING SECTION D -D SCALE 0 2 40 81 Ynderwood Associates 00009 ,@l,omudi.Gam NOTES PORTALIS ANACORTESI WA TOWNHOME4 SITE SECTION DA SHEET 7/18/05 A1.2 aEwsloNs UNIT TYPE 3 UNIT TYPE 6 UNIT TYPE 3 (REVERSED) 32'-0" 32'-0' 32'-0" 20'-51/2" 11'-61/2" 11'-61/2" 20'-51/2° 11'-61/2" 20'-51/2" 16' 7" 16._7.. AT 12 2 M4 HI Y� TRY I ' MY IN I ^zi P1END MISTAKE 16M POUR IN PUSH — mm� 11l IS an FOUNDAIDAR WINES L1 -i QUANITLY PER LADY [HIS SHIFT SPEACIED wmRE,EnMOUND ND r SORT MIN. CRAWL MADE ACCESS PANEL - PRO L MUTANT. OR MORCLASS Al AS NECESSARY. III 10 6 1/4" 9'-6" T 'Nal SOLID OCCUR SLOND MAL MILAN i11' —ED DUN GAD rBOTTOM ASAFF�� ANo� E 'M I11 u�gzz I LJ IF 1 �h ml of °m I ExT. F2 US x HE FFOR CONTINUOUS FOOTINGS MINIMUM SIZES PAD FOOTING SCHEDULE FIRST FLOUR BEAMS, COLUMS, POSTS (MwiMUM sizes) ALL 1: ANY ALL D WAA AAM MAX NCE Of FACING BE lM�E1µ MIDEAST LET END ROT END ooworzs uwrrarE LFROMx(,x) l' 1 nwwEMOR ANNEnm WORIA TOn MY MST INC F 00. 12 3.0 A at HAS OF -1 IN D On SAM oDina+AL 1 A`} 24A BY s8 AW U-42 ,.E ,.T6 O SEE 4M OF 12 175 1.76 film e ALE 4xm of -HR 4.15 1.12 24 (4)14 EA WAY AT 4x6DF-LURE 4.5 1=6 REAM AT T 211/1extI-„6 PF< 12 15 am x x4ex,x =- FACT -„w CCT ,:. 16 MGM Co24x8 18' (3)14 CONT. D, 111 4 Tal PIKE DAX OND,~L34° 6 NOTI EGA TrvE 1, AM LEADS, PALMS MAN OUTMOST SUPPORTS. SANDRRLFPAN ,s wE6,6TISTHEHOCE ,� PDL,sTAL �u,��EET'PPE, OIAMAAUNK, 2 IF HE T (CONNECTING PER GERMANS SPE°NGAnON6. FDIC POSTS OR CELDMN= TEND _ TDP. RIGHT To - BOTTOM. N/A MAY BE SIMPLY UP 0 MET, DN MAY DE CON WTH (x)110 FT.. 10 FT.y OR (1) BeNs B12GTE E TO Mw eauux ST EDDnNE AND FORT TD D D�NE<nxL F. 10R 68 49 I I I I I I O= I I I I I I A22 I I — — --e4- I� I 12' 0” I 12, 0,p IPI LIJ II ISI F— —1 .I Ll� Dx�6 III �n in OUR � AAT �� L LJ I � _ ° J llr'L—�x2u PAGE ROARGE �_V ,_0, WED AWAY AMETAL OR MERSELASS Al2HALL AS HENESSARY. INSTALLS OF - INSTALE BAR - IL , MOVPLATwPP6re. E w. rOULAUTTY PER CAM J MOST SPAGE¢R. ARO''xo DULoixc mIS 1 I ILET ' / R, N AM l 12 A, l�I� NDE SOEmm MUNDAILSOOf T PRED rl� CJI DDONJAWITY SPACED EVENLY AROUND ,INDPmMEnn LIQ AMEEN µLi^ -Pa AK FFF 102 68] METAL III/ AS N� COMER TRY. F -h AD _ ONE 11 LI jIM EST ON PO E WALL 6 — �a �I r1�—x�) ° L--- a L I—Al- _�J an J , 1 20'_0" 6•. 12,_0" 72'-0.. OVERALL FOUNDATION PLAN SCALE : 14" O e PER USNOMS1. CONTINUOUS FOOTINGS MINIMUM SIZES PAD FOOTING SCHEDULE TOWNHOME 4 NAat Eoonxc(mn DDE � wCTx x x arzux WORIA TOn 3-5-3 s Off Milo ON.) OMAN) oDina+AL 24A BY s8 N/A (4)1, OF WAY is x 10 FORM x R IN EYNT (Noris) 1.2 BOTTOM DF FROSTING (r WAS x,x x,xa 24 (4)14 EA WAY 16 x D 1e (2)14 cai=. A (4�NwO<'¢ x x4ex,x 16 AY Co24x8 18' (3)14 CONT. D (4) ONOD EGA TrvE ry 66 x 6D x ,x 16 IR TO X 12 N/A (3) IN a WAYGARY Mw eauux D ATE SHEET 0 5/26/05 w ODE CR ` "N. TM"" m" IF i4 �;. (mCi) WAY ill/ 4 ]A A2.1 D1 WE Mal ADS HE BE CENTERED UNDELL THE CENTERIBRE OF THE COLUMN2 MWERETE SUNNI m 2 NO EYE REBAR MADE - 40% UNLESS NOTED OTHERASMASSUMM D N BASIC SWIMS CAPACHY OF SAM � SANTA PDT3. IF NOTHIND 1S SPECIFIED, DEFAULT IS SIMPANTA IN OR ME SILENCE NOIE: 1'LoOKWr [xnci�/ MECN.� ElEc. FOR fox/sue e E $NE£T A3.3 FOR SHEARWALL AND ANCHOR BDLT SCHEDULES " 20'-0° Ynderwood Associates DOWN NOTES a srzEs tt FwuonnaxNATIONS / SUB eLaxou,is, IIMBlpx PRODUCT OETIMAXO OAND (FRESH Rte;;. No ,ate ALN xSLFoLIx UNff3CRAWL SPACE VENTILATION REWEaR„ F/,D D01=E AT a,s OF TEAM 5N OF UNIT 5 CRAWL SPACE VENTILATION reEaiREn zsx s.r/1m-am u. @j iw nncx vLnrs AT 055 AT ua - sn, OF I IM 4 109 ANACORTES, WA CONTINUOUS FOOTINGS MINIMUM SIZES TOWNHOME 4 DDE � 3-5-3 N oDina+AL x R M W N mLL EYNT (Noris) 1.2 BOTTOM DF FROSTING (r WAS FOUNDATION PLAN 16 x D 1e (2)14 cai=. A w reE Co24x8 18' (3)14 CONT. D EGA TrvE EP24 x 10 N/A W) 5 art (¢xrzRm) N Mw eauux D ATE SHEET 0 5/26/05 w ODE CR ` "N. TM"" m" IF i4 �;. (mCi) A2.1 D1 WE UNDER ITHESS NDmSUREA UNLF D m sE. wA D N ASSUMED M Aa OF SONGD EE. .6mCEN w(a�o; w�LL eMs PTOP RELAsaNS AN mm (1) 14 ,a m e' ED VERTICALLY AND Ba rzM,N(reF (MORNING WALL x„ti (x) N. RMMS AT TO, „ D ,e' Cc MORMALLv AND 0I ED HOPH. 6M DETA,m 6 AND N SE DETNL MHOW IS HCHENALLE FUND OOFFER WALL SILL AIR ME IIII � ,AHMED wE vEE nc Rr�u cDNomoH CANOT ND�/CONCRETE e WHOM NWWD EDDTE AVENO M60 4. CONC BEAR MADE 6-cc/w' ew, eAam FEE (A1 #5 za x SEE MHEMILE All OCR /Dote' cc ° FREQUENT OXYM WAu ABOVE CALLoDTe TO EOR sTHAI W/ Drum BE � V) E` MEMO MAIN RAW COHEN, C mR SAI O TYPICAL FDN. DETAIL oK•,'_v COLUMN DETAIL -B Underwood III TA "A'SS WS SEL Associates °°�° WEANDSON FEET RIM POST � AWAY R GTO aUGREaa6 EµT D D R,ERD „�. RAT ° DSHAPE RANRAEARNALm R 30EVIL e,z 2M BE F R MONEY CONTROONS FOR DR eAL. ASA DE.A DD� In l OM: sae g E NEMA C3 All �� BADERUE°a aE�4 ATa 1 ME ma NkE No °ed@�m a.,e, mlm HADD _ FORECASTERII .,erzn RL —� �fII, fpIN OFF CONCRETE 2.1 F A1'@ II' ALTOW FOR Arm. sue RESTRIM eoUR vc/` c ACTED HE HAW COST FROM AT INE AM 1 MST ®u NOTES FEE SCHEDULE All VIA ROSE WINCE . O. FIF AND I oos"C EMI SamAm e IF RSP a DATE OEMFOR FORNMAMON U w"e.n«, rnL a>s "Cl c A BE WEAM VAPOR SEE WEE0END AZT LANDER /' PATIO /RESIDENCE C GARAGE /RESIDENCE ,/'xw'ARCRAL RDT. SE VIAE A/r TxDB�ANE, avar AORA6n"c evTR kRAI �� N n D cw iD �PiP2uD" ss UNTS(sxsu no BE WALK AT 16 m �ou�quuv 3 � HOPES( COST P.T. MAKER - ALL N II 9�I:TO BEACH / / $ if ovvucm Dul FOR IJ sx ARABS STABRATERE) NINE ARE LOW SET PIPE STEPS TO F AM '" qT -� II EcvRDAnm, CAME WISDOM LL wrs II , PROVIDE z cav BETHATEN IF ALI 6 ME. LANDA ASKS BE SAMER C GARAGE WALL a/." i -o CGARAGE O.H. DOOR " GIRDER DETAIL WALL vEE nc Rr�u cDNomoH In 4 iWHDA➢ON cAL_ e WHOM M60 4. CONC BEAR TIMES.AS 6-cc/w' ew, eAam FEE (A1 #5 za x NMI OCR /Dote' cc a)(5E I gAS WAu ABOVE z qy ME FREDDIE All SENT OCTAL WHE UNDER All AIR IN OCTAL I 0 MADE IfAN FICAMwTIMES CAI 11 I X11 6 WE m vADn aARRO M ul.' STREET FAR RANDOM AQ I —j COLUMN DETAIL -B Underwood III TA "A'SS WS SEL Associates °°�° WEANDSON FEET RIM POST � AWAY R GTO aUGREaa6 EµT D D R,ERD „�. RAT ° DSHAPE RANRAEARNALm R 30EVIL e,z 2M BE F R MONEY CONTROONS FOR DR eAL. ASA DE.A DD� In l OM: sae g E NEMA C3 All �� BADERUE°a aE�4 ATa 1 ME ma NkE No °ed@�m a.,e, mlm HADD _ FORECASTERII .,erzn RL —� �fII, fpIN OFF CONCRETE 2.1 F A1'@ II' ALTOW FOR Arm. sue RESTRIM eoUR vc/` c ACTED HE HAW COST FROM AT INE AM 1 MST ®u NOTES FEE SCHEDULE All VIA ROSE WINCE . O. FIF AND I oos"C EMI SamAm e IF RSP a DATE OEMFOR FORNMAMON U w"e.n«, rnL a>s "Cl c A BE WEAM VAPOR SEE WEE0END AZT LANDER /' PATIO /RESIDENCE C GARAGE /RESIDENCE ,/'xw'ARCRAL RDT. SE VIAE A/r TxDB�ANE, avar AORA6n"c evTR kRAI �� N n D cw iD �PiP2uD" ss UNTS(sxsu no BE WALK AT 16 m �ou�quuv 3 � HOPES( COST P.T. MAKER - ALL N II 9�I:TO BEACH / / $ if ovvucm Dul FOR IJ sx ARABS STABRATERE) NINE ARE LOW SET PIPE STEPS TO F AM '" qT -� II EcvRDAnm, CAME WISDOM LL wrs II , PROVIDE z cav BETHATEN IF ALI 6 ME. LANDA ASKS BE SAMER C GARAGE WALL a/." i -o CGARAGE O.H. DOOR " GIRDER DETAIL FLOOR/GARAGE DETAIL RESIDENCE /DECK STEM WALL DETAIL a/A' = T AM SAND WANT AMLOV BUT DOE DETAIL I ,/r..ro" ASSETS EXT BE DI ,Al ADEa {;� - ,n'A+o" MERCK BEAT EEE DETANE , ., a/f FAR SUPEDETWFLIED U SP w';DANvuT24 NLL HER E ° I il. MOM �G I FILL MANDLAR LIF FRANC. UM OVER IIAN AMC }/ I'FERE DEAL I 12 PONY WALL FNDN Wis WALL vEE nc Rr�u cDNomoH In 4 iWHDA➢ON cAL_ e COX FRAMING - BATCH WI TIMES.AS 6-cc/w' ew, eAam FEE (A1 #5 za x DIAMETER, as Cc /Dote' cc a)(5E I gAS WAu ABOVE z qy ME FREDDIE All SENT OCTAL AIR IN OCTAL I 0 MADE IfAN FICAMwTIMES CAI 11 I X11 6 WE m vADn aARRO M ul.' FLOOR/GARAGE DETAIL RESIDENCE /DECK STEM WALL DETAIL a/A' = T AM SAND WANT AMLOV BUT DOE DETAIL I ,/r..ro" ASSETS EXT BE DI ,Al ADEa {;� - ,n'A+o" MERCK BEAT EEE DETANE , ., a/f FAR SUPEDETWFLIED U SP w';DANvuT24 NLL HER E ° I il. MOM �G I FILL MANDLAR LIF FRANC. UM OVER IIAN AMC }/ I'FERE DEAL I 12 PONY WALL FNDN Wis WALL vEE nc Rr�u cDNomoH In 4 iWHDA➢ON cAL_ e FOUNDATION CAL-wirs TIMES.AS 6-cc/w' ew, eAam FEE (A1 #5 za x µms'AD as Cc /Dote' cc a)(5E I ME FREDDIE All u 13 �YPI�AL�DROPJO/ST-DETAIL �Q GARAGEWALLfCUR6 �� �RAMEDFLOOR/SLAB DETAIL �z Jf CR CARD CARD CAP cce,11. _IARMW� PA07E0 1 II MI /x FREE WORLD II/ H-OPM ART AIN ROM A A COME OLSON T C7- CANTILEVERE.DGARDEN WALL ARRIT FUELED, MR. ADD FORAND ALF � J-0. CANTILEVERED RETAINING WALL vEE nc Rr�u cDNomoH e TIMES.AS 6-cc/w' eBeOo (A1 #5 za x µms'AD as Cc /Dote' cc a)(5E I PORTALIS ANACORTES, WA I TOWNHOMES COMMON FNDN DETAILS ogre sNEEr 5/23/05 A2.2 RENSIONS —6 1/2 i UNIT TYPE 5 No e NO�.1 FOR cExmAi BOOR mun UNIT TYPE 3 (REVERSED) Noir: GTEs7'' Tw cD+Exu nnoR muss 11'-6 1/2"---1 20'—S 1/2" ------ r1'-6 1/2'p —20'-5 1/2" ALL JOISTS ARE 11 d/8" LPI 20W @ 16” OC, UNO LOWER FLOOR FRAMING -UNIT #3 (050409) 1/4' _1 J-01 ark DI �FtIW 9 EIIA Him —IF 21 1pl-2OW 11 7)k, EL III INEONS Marx Doullption flia5 in iT ii, Lk B301 0-3/(Xll-Iln KiNM-lim Sin 210 1 12 12 s,u I Racal a%;��; ALL JOISTS ARE 11-7/8" LPI 20W @ 16" OC, UNO LOWER FLOOR FRAMING -UNIT #5 (050411) LINER FORMS Foldair. - OUT 15 IF 1r-+rv- > 2� 56 21 Oil 20W 11 IEll 11 21 231 BEAUS Hark Mar3cription Flags Ol B7 Tb Lv 2.0 a IG 114 SFE R4/SHEET A21 - 3�i •-I�lxu x vuMH T-3147.11 'iff el6-� -11 IiVm-li2- iUl2awazyb RUNS IN 00 25llls-HR-kI2 11 118, HTB AILLER 16 OVERALL LOWER FLOOR FRAMING PLAN GGALE : S' ■ � NOTE TO CONTRACTOR: PRIOR TO ORDERING LOWER FLOOR FLOOR JOISTS, VERIFY LENGTH —TRUSS MANUFACTURER DESIGNED LENGTH TO FIT ALL BUILDINGS — NOT CUSTOM TO THIS ONE, UU�nderwood Associates WOOD SEES Irk arraciWA 98721 360 -HO 7501E Scroll Dm kkw deervm 1 "e@I:omdi,",,, NOTES REPAAEOSOYWVANMRUDER TRUSS COMPANY CONTACT iNE MANUFACTURER DIRECTLY RUTH PNY GDESTDN$ REGARDING THE ROSH R: Gu -SEE SHEET A2.1 FOR BEAM SEES RWR SHEATHING: 0 STURDI fl -OUR L W/ NO WANKEJUDU FAM MAIN TS PORM NO IN TIES JUST CAMTY SO AT TOUR TO FLOOT HAD IMEJANG anal ASKYU. 4, PROVIDE THBERSTRAND RIUS WERE RARER JONSIS BEAR AT SCIENTIST VAL12I S CONNE ncx LSIMP RM GARPAMY OR EP PORTALIS ANACORTES, WA TOWNHOME4 3-5-3 OVERALL LOWER FLOOR FRAMING PLAN DATE SHEET 5/26/05 I A2.3 REVISIONS TYP �GB .� ZTS I -i UU�nderwood Associates WOOD SEES Irk arraciWA 98721 360 -HO 7501E Scroll Dm kkw deervm 1 "e@I:omdi,",,, NOTES REPAAEOSOYWVANMRUDER TRUSS COMPANY CONTACT iNE MANUFACTURER DIRECTLY RUTH PNY GDESTDN$ REGARDING THE ROSH R: Gu -SEE SHEET A2.1 FOR BEAM SEES RWR SHEATHING: 0 STURDI fl -OUR L W/ NO WANKEJUDU FAM MAIN TS PORM NO IN TIES JUST CAMTY SO AT TOUR TO FLOOT HAD IMEJANG anal ASKYU. 4, PROVIDE THBERSTRAND RIUS WERE RARER JONSIS BEAR AT SCIENTIST VAL12I S CONNE ncx LSIMP RM GARPAMY OR EP PORTALIS ANACORTES, WA TOWNHOME4 3-5-3 OVERALL LOWER FLOOR FRAMING PLAN DATE SHEET 5/26/05 A2.3 REVISIONS UNIT TYPE 3 CC UNIT TYPE 5 UNIT TYPE 3 REVERSED zo-5In- ze Az; O T &I ARE y ALL C WS FIT, FSR /ME NO SAFIa` Lt „-nv�e owsNuo cARME vem w/ crww I o. �l r uT CO.YAT" /MT r.uT s } \re )a NT,M TOP K/1-3/4-TPoWt=T l a T T g$ uT ,�a 1>, A Sao F 16-00-0 ORAIEMM CRIME MY! FINE DREENER 16 -OR -0 OF 0 MRACTE OFm W/ %F M/JOOT NO TO ART)__ AEC T r FOR INTERIOR DIMENSIONS AND NOTEST; EA TEL I o+rz OFF - SEE UNIT 3 ON SHEET A3.6 I v ^ s 7 Q ; ..a ! o ___.� M ._� qe _ I \ .. ......... n �_s. ' - -- + ' � ,/ SEE I NIT S ON tMHNSIONS � 5 - EET A3 I , N. .i FOR NiERIOR DIMENSIONS AND NOTES ' IT .., (UNIT PLAN REVERSED) FOR INTERIOR DIMENSIONS AND NOTES 5 • 3 1 3 /J SEE UNIT 3 ON SHEET A3 6 ` ti FFEROOF "o .° d I IIIA I r w 1- yu 1 S r CD TRW 51 NP OR q C,5 -O w o.s-o � I I A - y — yo x s oSO / I co—a� I q II T DALT 7—A In 1 g o F162 L EMMA EXTEND_' CH IS vi14� •In R Ram (u_ _ a n�ss OR A� ,Zo _LE �.z 6-0 1n X-4 1/2' s -O -9 TO� r- _ r s-s./r _ V-0. - r-, in' s -s v= m -O V -c z o iAs a Ir -C. 26O ,z -O tt >z At T zE F. \sy .' SCALE S U 1 2 n8 d wood a fates a000 90221 e .EDam�� ea�a�om OFF ARE TO FREE I =0 OTHERIF ZI, FOUNCEATON MAN FOR ING NOTO& AM AND A4.2 OFF FALLS ARE RIB - NOTED CHERCISEr soi=`s os pis NTIONSOTO MEOTT2F4se. h IARG OF MCI APTURE WOOL 0 3,E VIERM; µwin OF - ,E nr IS MAT TO MOD MIFF 4'A.z.*.. ANACORTES, WA 3-5-3 MAIN FLOOR PLAN UPPER FLOOR PLAN 5/26/05 A�.1 wVIC UNIT TYPE 3 UNIT TYPE 5 UNIT TYPE 3 (REVERSED) Underwood 9 , „n' W n r 31 - -„� MIT ,_, ,-],/Y Associates DA00' £ /68 ] AnAmmsae Asan) Nsn,6- 5, t ,a / / MIKEUMERWOO W s ttD W p mm ea�„ea,a.cam x-aAx p T.pvs_ WLw r .. up AAl 1. A� DWENI ARE To FEE CF SM TM AA FRAMING PLANS s A„ MO Ae.z x T IG: apXs-p soXsp w-------- • u ee/a wtsn,a \ avd5T] AX] -0 W �, -__ :. Axx sATEtt ,- ® ® ®W 2-02-D SIMS UNIMS NEED OTTI BRETS 4, AIL INTIM PARMIll ME 2x4 - IVA/0 SMS UNLESS NOTED OTTRIME all UNIT J OW on EMmN W� ::.I - LEE sxas — { S 11 AT INTO TREAT NE Pxpp AM&+ THW M �I 7 W We ��h ✓ all E LAI OPTION IIIII Ni PIT Y s . �I j SEE UNIT 3 ON SHEEP A3.6 - .4 v %S_ _ Wnpx s4 FOR INTERIOR 3 DIMENSIONS AND NOTES ,x,u n¢ I O § wx „ Y SIR ME 0311011 S SIT SIT usn,e c :. 1 .. (UNIT PIAN REVERSED) _�Al l $ u W RSA ” . / p FOR LIMIT3INTERIOR DIMENSIONS AND NOTES h 2041091 -vsr 4-09-0 - RENT Moon I� 111---YYS W sn 3 SEE UNIT 3.ON SHEET A3.6 z_vurzpn.x -wExi� a FOR INTERIOR DNENSIONS ANDyb1tiS x VA5 UNIT 5 ON WISHEET A3.0s WI I�"to lit, ' T J p g Tf ],/z' C MITI MSTA z� aTEW WIN „ y WT ` h wo DET. all HIArz Pu,E wi VERT WMT xo°� (x) ] m sl z T , Wv w x I \ - 1 ."a META:» Ala?/ TER pomss paAL M u t PPUB m o., p x) WTIRE IS , W All TO TMEda LENCIT 0 xT a AT VEw-NxT T)oPLS Rx J Z-96-0 9 0 N 31 .r-.. PLL z: Aa.3 � �sa avAxoamL '.Q.. - ANACORTES, WA '.. wx,wuws Tre r..,L lau maw Y_p — ,s -p SCA o , a < o' ], p .AxT. roP AA,�ap I 353 MAIN FLOOR PLAN 5126/05 nn ��gg - ts~•wD.. rr�� G - A53 ORMIN. CONNECTION TO ROOF SHEAR WALL TYPES (D.F. FRAMING) DIAPHRAGM UP THICAMETS STEEKINI ON I EDGES EDGE NAMUNG PCs PLAN SHE PLATE MIN vim 7 COAST FRAMING EXPANCE visi� GLIS NI MOD umms (HIT DIED WED TABLES MINIMUM MoMew; I UPPER r UNK�� who. MAK. I-Ele WED MEN. � AT PLATTES AND 25-1) TOO NE N„M RUNS CUP NP USED HRM 711V PLY ORE MAGNED 18, TO N r of if m c OR film WIND 349 For H. R Nw Be SELSK 20 Top 7/16n MY TOP a Ur -;m ,- Ur if e « x ,> o:.... 33 _._ Nor en 4r 11 11.1 4 NOR So .:.. _.. e ..... - .... ROT URGE I MAXIMUM III ASCII DR HATTIFIR SAAMN TRUSSM Only IF moss mouFn�RM e -I` j The D SAN MEMBER SIDE OF WALL i e FEv- E eEos 29r OR � TO BOTTOM CHORD / xE«.sn Ad r° ItoSOEra ON 142 am BE NO. AT RADDI IT TMN°E AT . _._.._.. -. MDT USED MN3 m 16. DID 1 IN in a ,° off IS, Be 25 IN A MR* 7/16. PLY P 1/2. or HOW UWLMl 24- UP 4 OED e ea15 .. IN By INN SMENC I IIGPF DR Rd PALO WIN III PLIF - _ nGUST- U nWill ,3M A - T75 pit —— FONATILB AN ° MON RENT DOxeE TOPa.,E:MEATHICONERS, AlNIT DOUBLED 29 EDGES MY 2-SDED OPENS WALLS. PANEL EDGES MUST BE WEST TO FALL ED DIFFERENT FRAMING WEMI _. ..,,. NDN STRUN �.NOreS, INTEAtBRTmWA2WSIONs AND NOTES. A. at It& top and bothan per San g,x froshong all Monso ina N � Sore,.ture contactld Andects sa,�.of fiewover, The > . angles, , .m.,well M�., West Coast We xux J . SEE Enghwees _ T walls instsdad to a% Oft and a. MOD MMO Incoll Wood lls; am e�ae° ,o, act as Shear wails a,. n„ N used and III as I; aturdarcl ay "; location,achange in Too and/designated change Se R ,h, Shed RN ..xrhbNSI Shear walls) anam ]man= of a togrown BOTTOM OF SHEAR WALL CONNECTION n. M xa /ew T 3/ � sPLACE h3 SPACHO (INCHES)� ai, Sof I s Tea 31 ,R ,x 3 IN SO N/A N/A 3-931 a�7 P-OC3-0 FIRED 1 () Small SON (2) 3 on a FOR all RICO 3 29p US 29 12 IN. M MIA F IT -- xa ........ 48 To I IT N/A „ ,° h - St, ", THEN TABLE GENE�Y MKI = TO MI "NTT NEAR PMN MY FDA SHEAR SECTICHIS BETWEEN FULL HEIGHT LS R °SNA THE A By MINIMUM REQUIREMENTS USED. WERE ) ED (2) HA Ea x°I AND SPACING ERsMAY M50 AM ME ALS, USA ANY SO TIME THI DAMETERS USITCP ALL MCHM BOLD SHI HE EMBEDDED AND W� HAW THATE WASHING CON ALL NUIS MINIMUM CF 2 ANCHME EXCELTS FILLM Or MUMST. AND AND 61 LOCATED NOT DOW THAN 12 SACHEM OR LECESS �M SL�VIAMERFor MOM EACH END OF THE IFECE, 3 ` IF CONNECTION TO HORIZ. CONNECTION TO ROOF DIAPHRAGM DIAPHRAGM WALL PERPENDICULAR TO WALL PARALLEL TO FRAMING ROOF FRAMING meati TOO NE N„M RUNS CUP NP DUN yAI HRM H. R Nw Be a c 33 _._ 4r 11 11.1 4 NOR So 49 METTJ I..Id NI MAXIMUM III ASCII DR HATTIFIR SAAMN TRUSSM Only IF moss mouFn�RM X UWE ME CAP PER MEMBER. MAY BE DESIONS If NPI in HE She M TMARAFFELL D SAN MEMBER SIDE OF WALL LATERAL LOAD OF Ma Par MM TOP CHORTO TO BOTTOM CHORD NAILS IS BE RECEIVEND BY CONTRIMUS Us BE NO. AT RADDI IT TMN°E VN STORE OF THE �.rzIT ALLYDJAP OR GM STRINSENT, IT If 6iECEs Associates909 7th Surear: Anscadm 3ao.n0isox"O E^.i mouRm.�,° NI UNIT TYPE 5 1, ALL WMENSCOMS ME TO FRED of snN ON PLAIN MR n' Alai "IFRAMIM F�eUNTING; NOTED � Ni SRI MOD .,z a. ALL EXIMIM MOB UNIESS NOTED Ty y AL snTNs� E'u�IONTSOPER ME AS - e r---`——----------� MESS 296 U�M WALL ITTENDS DOE Go A14 10 OANa J ME INSTALLED ,T $NNSAWFIESTATHAT TO ONES,�SE I f I I I I I I I I -° ANACORTES, WA IT ..• IF s.i l- T 3-53 UPPER FLOOR PLAN 7v Ct T 3. _:JTPI E K ,''L N SCAT � .. N. u. 11 23 ^ 1 F' 5/26/05 //�� rr��+ ++}� A3. �:} c 33 _._ 49 METTJ I..Id If LZ E -D' r _ b —— 0. _. ..,,. FOR INTEAtBRTmWA2WSIONs AND NOTES. ` B We xux J . SEE UNIT 5 ON SHEET A3.8 _ I; s 3-931 a�7 P-OC3-0 FIRED 1 () Small SON (2) 3 on a FOR all RICO F IT ", "'T ' 3 ` IF -° ANACORTES, WA IT ..• IF s.i l- T 3-53 UPPER FLOOR PLAN 7v Ct T 3. _:JTPI E K ,''L N SCAT � .. N. u. 11 23 ^ 1 F' 5/26/05 //�� rr��+ ++}� A3. �:} UNIT TYPE 3 UNIT TYPE 5 UNIT TYPE3(REVERSED) I.MANKE PRODUDTPEDONAnE«S NOTES: Underwood I. ,B o^MB AL IFa FOR LOCATIONS FLUOR %r COX OR R OUT MIGHTIER TRO. & M SPAFIT MUCHOLLAMA CE of FOUNDATION SLAB BLOEx M n0 L W/ PIND swNx GAP AT B- �„� o ,m Ax Associates o�No /un MBa LAYOUT uAl\PUPEno¢uuA To SUPPORTS. ours) AH coxmuroB MAY us[ is x tw x s. wDN Acl FLOOR wins w ADM OF caxnxuws SFORRESPOND. P smAoy-I-Bram FOR n MB] - \ NOTE: ELDOA JDlsrs: LAYOUT sx°vm xERE Is Pw BExuni°n LLPOST iounoxs AND DIS M ISS 90 7B s wq _ _____ _ ___ BETEL. FOR HEAALFLPDAm� APPROVAL NELSON ATnP TP PA BPP.]°,P.]sDI �' ' / �3oi — �xarFu s r—ADE LEADERS Ms .x6 M. „B, B `3, PRE SCANDAL EAMETCH 1-TESSE AT 11 RSFF-�-hY TOM DEALING LCAPON. ISA OC -A BF EI reAeMmueJm000 .__ 'IsI I I 11 a CONNECTORS To BE DESIGNED BY PUSS MANOR. A E erEALUm�l.°mUlaxom RS All BRUSS 10 PULSE & mu11 E FLOOR VALE, w (mc,w - as CASH . MISTO OEM AT s conNALICH E CAUSES COMPANYOFFEP. - IxdcAIEUSTmlox BaRI B Au NOTES 01 n '1 f� _ S _MCI MBI MM, �A"� PUCE a�tmsW o Ir------ — __ ) IVMa� L___JL_ N MB] LA b61 J 1 a w 8501 FLUSH B502 '^ III 6302 FCUShY— -—�P------B`SG1_--'--' OLUMS, POSTS (MINIMUM VEES) IMF - LED U I I°`----------- ., F UPPER FLOOR LEVEL BEAMS, C Mm LET_ r APP Ir m (wl BEEB rtR TYP ®ALL INT S 1\ 4� w.ac CwuBE�az Lirm xAwn PTnmrH x mxxWm CunEn at CROP0-- --- I .,�-- — VcFA OPPORTS(G3� _` _ SII �RS� ,®, s-,/Bnz zv-w nw-iePs zas ON C _ D19)0 PARTY WALL 1 J� rP ABS n� Pr -Lr ,aHMt-T/e lLILL.sil to 30 —JL-- B-t/Axas,F-w 7.0 30 0 ��°. �I __ fx" ae� _. it 11 low zttnBxa-I/, Pu JA I1 ----- c) — 19 /1 w r L IME, 5-1/X14 PILL IF /8X13 -1/,,a- ,BD 10 J( -- ii LL a II L ... 3/1x,.7/BtBW �"� IIS S — _ +� Ila Aw ��� TCD 30 —�i1B3O3 - ilm - t- 3� � �/,n.,LET 7777 �C�\ ,^,S�II _-_�/ IF low a no So N---- OO G3)T P ®A L INT SUPPORTS Mw z,/In vn Ctz z,Fw Mo 30 ALI ED ED RS n.,. J G um do 7/a,ao. is MCI IT SITNasv)cttx Uuxs ELI�,,--- Ott R II' _- II t� ucz of -Ln EI 4 36)TYP 1{F m__yi rl B503�Z_ _ 1 .. /==MU3 US HE AS P T SEE L. Y�I�CIII'Ir 3 9 �� B505 i I+ - I I ti303 � I uu AM DFA Az a° a TIF LE AV `gym _Mr, `2O IIII— .11 1Y�-g m1��R5_ `:� V lots NOT USED TV,ED gyp./ IREAS —MGM SET r� .., / r. 1 {- s u ; yBT. D P wL✓ IM _ PERMAGES - 11 U B307 rjmMBa 1 - Lam`\ _. S m 1p0 - TYP �GS l " �G1)TYP �L J 1 1 u3, �1 _ l I 6 1 ®PARTY WALL �D19�--b-- S 3 " r -I l_ �I ®PARTY WALL (D19 ` m �� D i/FOOTNOTE I TO MHs WASs WE DISTANCE SEMEN POSTS BE LATURu SUPPaSIDES MILE RAFTERES ARMS 15 THE HORCLOATELL DISTANCE IN FUL ORT (waI AS IF UP IF UP III <? m 1 CI Gi�_ JC IF mp [FOOTNOTE 2 - IF BLANK, Iro a TOP sx Lx° µTERMOST FLACE SEE RACE eoiDEFAULT mM. ca+xscTDRs HE srnx°ARP sPEan cauuxs t[Fr L n U II IEEE `L I aF,eAnOx6 P Fa ICAT D m.LING cP xeO,at r m TALLATANS AND - - BE TREATED AT OTHER5 IF PAPERS AD WE ACEATHIS �J' BSQ9 -9 - M6 mIl B3Q7 U cmxoslw PRETECTA x°TEs ISA �i IA {G3)TYP O ALL INT SUPPORTS 11 EE TYP(G1) -111� TULL YEA Tm um— _ _B308 _ "- J m m UP -p19)® PARTY WALL m m m T Met -.- -+ Nal /y Mw -^ In m E - »I�i m " .. ] P 8 nc LEGEND ISOi t TlARMS I 1 I I 1 II I LIP 1 I I I I O WANTS BELOW iL00R 1 1 1 1 1 1 I_ 1 1 l� SEA rw ltw 1i I '` B308 BfgRING WgLLS OD LAE, ._._ u -- B579---A�ICTt . 'It- 1—I--�____ }___ I—, �. +- MBi M62 1 \ 1 Nt3GUP � _ - 1 1 v C 9 9 LID _._._.------ All —ALN OUT LOFT FLOOR LEVEL BEAMS, COLUMS, POSTS (MwIMUM9zES) PORTALIS --- ----- OVERALL MAIN FLOOR FRAMING PLAN wL7 "°„D`�'° tD cm ALL I MAIL AND MAX ME "OPON MAX SHALOM Ml °°,NDS �'TH(IN) PTIS a -.-.---'- SCALE: <° r ,SUDAN TMOr�LEn 24F- �IEM10-1i/s 24F -w GOU CA ,sa 35 1H1 Bu„ qt/6x10-1/aza-w s-aAXM 2u -y, ss 3D -- ----- .� BBTw eD ,,S ANACORTES, WA - --.-.-.-.- - -.- BEEN TO BIS ALL JOISTS ARE 11-7/8" LPI 32W @ 16" OC, UNG ALL JOISTS ARE 11-7/8" LPI 32W @ 16" OC, UNO B, BUIL B m cr-L OR CAN PDT UP D — ----- �— (2)CUPWE F TOWNHOME4 MAIN FLOOR FRAM ING-UNIT#3(050409) MAIN FLOOR FRAMING LIEN M12 IF i_i/v/Bne°R t-IAX ITS Ba 3-5-3 v++.r-ox„7„mmv,- ..,,x. ALL ,aH,ro 11114: LET RD w (x7 zxD OFLa MAIN FLOOR FRAMING PLAN ,.. ,, UPPER FLOOR FRAMING PLAN KIL U,t-iprim WIN 1,17rEm j” U31111" SEES POST AM Y 42 GO A ,c3 POST cel b, OF -L SO 9.0 `IX UPS 21 LEE 12P II -Le 21 126 —-- DATE SHEET , t w,s at C aDUs12 LEI IS[ °"F °,,% de 5 P x0 5/26/05 (gBDVLet [e SRO IS WE flOAMNTAL DISTANCE IN FEMEL 44 .1 D smucnAu THIS SHEET. 5UPPORTS, FOR`AMD mwuxe, OEM S WED STANCE SWITCH Paws OF LATERAL SUPPLIES iww AS FLUOR R RIDGE PAMMl. qx _ I . ra x .n, r 111.1 I -, .r.a : xO =TOP Rdlf d9 - Bo oM mHn[crws PER srAxDABD. sP[aFlc<na+s FDR PHONE w COLUMNS ST % DICE 25 REVISIONS ,1,,,HII ,w°m ,v E OL MIDDLE UNIT UPPER FLOOR FRAMING PLAN BtmwoTE A - ,XP POST IS DRAM By SIEAIxwD (BWB IS a IF x41[0 AT a D.C. TO WE PDs0. SCALE :%' ■ 0 I 0 I 0 UNIT TYPE 3 32-0-0 UNITrTYPE 5 32-0-0 AM 08 UNIT Y TYPE 3(REVERSED) 32-0-0 AM — — . — — FIT OD ED BE m , aFaK�m MITI PW HE ma r AS NEW. TRY TO I IERT Us AIN MY I NO Dk MIT RUSH SAN WI— If l4flot C) \U12 ea RI ME DID AS f T02 xn / a,k MAST RAJ WATER MOUE TOT -- -� --- _ CLI m� To, --- - -- T0f 14XII — -- RW — -- GE01 KIM 4X8 W8 II / — OR x<= T02' ll03 I E E c I.: s ITiF E _ RB4DI ED EE 21 KIM : ,.... 1 �. ati 20-0-0 12-0-0 ` ROOF LEVEL BEAMS, COLUMNS, POSTS (MINIMUM Sias) 20-0-0 12-0-0 12-0-0 NEW MAST ALL 1 MAPP. mc PIT, � SAM AND MAX MNNER Ix HOUR µ CLARK CLARK CANTEL) `ER LEFT mx.END "I END maMam: 861 NEW R -vex z2Xw-AM -?jTMM =rvr-vX 11b FT III MY TEAM °�F��R-A�=.21/ NO5-UNWDA/��1N._,M OUR I ISO RF 3.5 a OVERALL ROOF FRAMING PLAN M EXAM IN znz DR XXIO a-A/&CI-0/= znrF-vk ,inn 3.0sal[ : H4'B ■ � , yz ED B NI 9-A/Sx12 zXM-vX IIzArc_wWE ON ,zR IT is RNOT USED RD POST ESM, (a Aa DFE= US RX -Aa 94 IT IROD PONT 06 -y= SO r RG POS, US OFHEva FT E RAM HIT 06 n a AK xE% 9 n TYPE E FOOTNOTE- M;Y 15 W�R&CAS " MI DRAM H,MX DISTANCE POINT, M�L D FLOOR OR = I NIGHTFDOWURE 2 - IF WANTS, USE DEFAULT UNNINEWDE PER STANDARD SPEWI PUT POSTS SAY COLUMNS a - e M x95 IS ORER IN E RUTH FOOTNOTELEVEL (MAY RF MWIN THE FRAMED ROOF DVM - ]- XE). ,Mom c - 4XPOST IS SHAPED BY sMFAmSTUB IS ox IF MAILS ATH RE TO THE POI Em, KmD Rwo°°a avSTWm.aN..om NOTES aooB wi s iovm xFeE is FOR NEWHARD DE9AA U. TRINIDAD AND SUBMIT roamnv wMa� ow TO Ra JF IDS MURED e DEs,sNED TO NEAR FUNDS BY WINES ss Mu,uE. AM - T - 0`0/v .DMSAT AMsNOAT ED) FACE III N 9A,�aPP� a�KE, SUPPOR-uERU -KF D PAR WALL BE BUILT ALREADY AURCHEW KIM WINTER WE RATINGS USS AND & MOMENT HIS OUR OF AIL ORDER mass. ROMARM PATH SUPPORTEDUNMS DAM NOTED PORTALIS ANACORTES, WA TOWNHOME4 3-5-3 ROOF FRAMING PLAN 5/26/05 SHEET A4.2 RENSIONS 20-5 1/2 16'-3° S oil Is III UNIT TYPE 3 UNIT TYPE 5 32'-0" 32'-0" 11'-6 1/2" 11'-6 i/2` 20'-5 1/2" 16 –5" TO n OFA\ ( / �� � I D214z .ehmuv° STAGED, AD up ON A2z I I I CUT AB 2 ' [Sx PAYABLE OBAS --�---J MUNDAMM OPEC QUANTHEY PER CALE, THS �I LJ AMOUPEPS ¢I II ACCESS PANEL - FORMER FELL AS NECESSARY, STOOD WIN. CRAOL SPACE F--1 ��METAL OR MENCLASS aTjJ DTS.--r 11'-4 3/4•_ UP SLOPED AWAY FROM I FORCING - INSTALL US FLA MIN BEAM EST OR SUPPORT ONE MAUD. HOME.BOTTOM MADE INCLASULD SCUD I11 L—IA — AGI me h IOL I OR d 11 �J Par y F— Z-1 r L JJ / TO ON -/ fl' -6 7/2 I I RA M — . + s F q LIA I I Lh LIJ I I0 III rI y I j F11TRP,-1--1 BAR — LETIII rl� L-- J LJ J 2 DO MAIL AS NECESSARY. INEUREAULD SOLD MAPS SLOPED AWAY L _ F— ACCESS PANEL - PROMDE PAT J PENN BUILDING - I'll AM - L m MIN BEAM SET ON PLATEARMS SUPPORT THE FALLll r EMPRO SCHEMED THIS WESTED FAL UNIT TYPE 3 (REVERSED) 32'–D 20'_5 I/2!" 16'-3" Ynderwood Associates Boom Email °m eund°r°°d®I.omahl NOTES —r e. SIZES OF FOexonuox / NAB BUSSIOU,s.Offli FOR O MR s TIMBER I MANUFACTURED STAN PRODUCT DERNMATTONS GO OLPLAM USE. ME;ALLAM M PREDICTIONS OM ORENTED MAUD BOARD (RATED SnRe.-,-FUAR FOR °DISGUST ° ENDup/m HE Am B A� II II F —TIS SIA II h II FOUNDATION EANIS PARTLY PER CAST PIS PaT BUILDING PEMIMERH. ACCESS PANEL - HEADSFF F 102 INS] METAL OR FOREBEARSJ11111 411, Cli SPACE ART *AS NECESSARY AM TLALL SEES FORM I a 11 L� J - F � I MIN BEAM SET ON NOTTOM FALL� IPLATE To HE FALL ISI �1 11 HOT) I� yf J--- J -----J _. _JPip PE nawxO eu,cowD 'Iy- • I•_� �// J I, , J rip 12'_0" 12'-0" PE MR2000aOcui°N .I 12_0,, 20_0. 13 32'—O" 1 32'-0" OVERALL FOUNDATION PLAN NOTE ,. TE W/ MEEK AD EIEC FOR FDN/SLAA BLOCKOUT EXACT SCALE : q"D B BOLT SHEET A3 FOR ETHICRONS &WASLL AND ANCHOR ii pip 4! ES PAD FOOTING SCHEDULE MARK .MOUNG WE mEXHEREE(INCHES) NET BTTOMOONCETO Col TOURIST STYLES �S(BY EM DY FREEDOM `""E`"°" CONTINUOUS FOOTINGS MINIMUM SIZES 12 IOL 24X24X3 ANSA (4)INEAWAY ..,, FEDEMAND A EI �� YD'O'H `NE"iA]a BOTTOMEXISINOF MlERROR TU t, SEMIN DISTANCE III 1= A) EE2 " IOL 38 X 4 A 12 xS (4)00ISA DAN WAY m 24X8 n1 n CONT MR 3RXAx1, 18 EACH WAY A. PERCOUpAco III 24x1E NSA (A) V CONT. (CENTERED) TO AE x AE x 12 NSA TO a Pak WAY f Ex. MCA STOOD ON Sn „4 `FORT STOP]"' IOL 30 ATOx 12 18 (4)x400 -GO ®TACE 48 X 3s x 12 1B WALL EA'CH WAY ¢ AN 4 14 PER COLUMNA 10 PUNTH ASSUMED BASIC BEARING CAPAU LS -1CM SSE. �n xmEo mHEv,nE[ CONCRETE HOPE MALLI FESSESTAGE ARE TO BE ALT` SEES AT OP I, DODGE MADE - 00 ®a UNDER LEE CENTERI BY PC ADERICALE, AND 1 MOTINCS ME TO BE CITTERM UNDER THE CENTENANE BE THE2, CONARES SS NOTED ° ERMACOLUMN LEN (MOTORRS WALLA (2) ,4 REGARD ATTOP,� 0 IS EC UFR°CALL. AND ASSUMED EASUCAND I MND , SYMMIDDER BE LT CARY OR EPR SALE CONEDTER ,EE °ETAED Hp ° mE°w x w EEss - rxTIT e OF IT SEE pl UNIT 5 CRAWL VENTILATION REw1REO. /s2 zE./ISO - s OI sr. jsj oo x mxTO AT NEAR BE EACH - s IS BE UNIT 3 CRAWL SPACE VENTILATION >90oE zee ss./Ian-AT ORS BE EACH -O<BE SPACE ALIS a ANACORTES, WA TOWNHOME4 3-5-3 FOUNDATION PLAN SHEET 5126/05 A2.1 R�Is�O�R 37 0" FIRST FLUOR BEAMS, COLO -v15, POSTS (u1N1Mum sigsl ° BORDEN MAX SPECIAL 2 Up MI 1 SO XC WENCING iEinls�Ax up REM WANT END Om1m,Ec ICABABC LE ARTUFAl� APPLBUT TERMS (µ CONEECTOH CONNECTER FROM EAN9 TIRE K 0 L 12 Fµ 6 {III BUT 010 Ol 7S 175 FEW FIX RS BY EAGORE 375 1.75 rsrz WE A`�FEW .Ts ,,, AS ANS of LIZ 4.s x,s AL1 2 HSANII-,/a PDT 12 3b BRE B43T/2X,1-]/e PSE 13 3S P l 4 TPIAL POST MAP DROP OF 4 m B REAMS,NONI t FOR EWS RAF[PBSS SCAN IS END HORIZONTAL DISTANCE. N Mal ERMOST RTS FEE POSTS °,xMxE. B� 1 OR R UNS Ee �`2DISTANCE =E SER Eaflu, ARE; FOR POSTSP° OR RIGHTAE e A„oMUSE MAY UP T. 2° FO A MAY BE cowrNuous ALL (2) US ET 10 R1 ER EO m &,2 o F12 OST TTO SWUNG AMID POST TO BEAM DNSxEDn�. fl' -6 7/2 I I RA M — . + s F q LIA I I Lh LIJ I I0 III rI y I j F11TRP,-1--1 BAR — LETIII rl� L-- J LJ J 2 DO MAIL AS NECESSARY. INEUREAULD SOLD MAPS SLOPED AWAY L _ F— ACCESS PANEL - PROMDE PAT J PENN BUILDING - I'll AM - L m MIN BEAM SET ON PLATEARMS SUPPORT THE FALLll r EMPRO SCHEMED THIS WESTED FAL UNIT TYPE 3 (REVERSED) 32'–D 20'_5 I/2!" 16'-3" Ynderwood Associates Boom Email °m eund°r°°d®I.omahl NOTES —r e. SIZES OF FOexonuox / NAB BUSSIOU,s.Offli FOR O MR s TIMBER I MANUFACTURED STAN PRODUCT DERNMATTONS GO OLPLAM USE. ME;ALLAM M PREDICTIONS OM ORENTED MAUD BOARD (RATED SnRe.-,-FUAR FOR °DISGUST ° ENDup/m HE Am B A� II II F —TIS SIA II h II FOUNDATION EANIS PARTLY PER CAST PIS PaT BUILDING PEMIMERH. ACCESS PANEL - HEADSFF F 102 INS] METAL OR FOREBEARSJ11111 411, Cli SPACE ART *AS NECESSARY AM TLALL SEES FORM I a 11 L� J - F � I MIN BEAM SET ON NOTTOM FALL� IPLATE To HE FALL ISI �1 11 HOT) I� yf J--- J -----J _. _JPip PE nawxO eu,cowD 'Iy- • I•_� �// J I, , J rip 12'_0" 12'-0" PE MR2000aOcui°N .I 12_0,, 20_0. 13 32'—O" 1 32'-0" OVERALL FOUNDATION PLAN NOTE ,. TE W/ MEEK AD EIEC FOR FDN/SLAA BLOCKOUT EXACT SCALE : q"D B BOLT SHEET A3 FOR ETHICRONS &WASLL AND ANCHOR ii pip 4! ES PAD FOOTING SCHEDULE MARK .MOUNG WE mEXHEREE(INCHES) NET BTTOMOONCETO Col TOURIST STYLES �S(BY EM DY FREEDOM `""E`"°" CONTINUOUS FOOTINGS MINIMUM SIZES 12 IOL 24X24X3 ANSA (4)INEAWAY ..,, FEDEMAND A EI �� YD'O'H `NE"iA]a BOTTOMEXISINOF MlERROR TU t, SEMIN DISTANCE III 1= A) EE2 " IOL 38 X 4 A 12 xS (4)00ISA DAN WAY m 24X8 n1 n CONT MR 3RXAx1, 18 EACH WAY A. PERCOUpAco III 24x1E NSA (A) V CONT. (CENTERED) TO AE x AE x 12 NSA TO a Pak WAY f Ex. MCA STOOD ON Sn „4 `FORT STOP]"' IOL 30 ATOx 12 18 (4)x400 -GO ®TACE 48 X 3s x 12 1B WALL EA'CH WAY ¢ AN 4 14 PER COLUMNA 10 PUNTH ASSUMED BASIC BEARING CAPAU LS -1CM SSE. �n xmEo mHEv,nE[ CONCRETE HOPE MALLI FESSESTAGE ARE TO BE ALT` SEES AT OP I, DODGE MADE - 00 ®a UNDER LEE CENTERI BY PC ADERICALE, AND 1 MOTINCS ME TO BE CITTERM UNDER THE CENTENANE BE THE2, CONARES SS NOTED ° ERMACOLUMN LEN (MOTORRS WALLA (2) ,4 REGARD ATTOP,� 0 IS EC UFR°CALL. AND ASSUMED EASUCAND I MND , SYMMIDDER BE LT CARY OR EPR SALE CONEDTER ,EE °ETAED Hp ° mE°w x w EEss - rxTIT e OF IT SEE pl UNIT 5 CRAWL VENTILATION REw1REO. /s2 zE./ISO - s OI sr. jsj oo x mxTO AT NEAR BE EACH - s IS BE UNIT 3 CRAWL SPACE VENTILATION >90oE zee ss./Ian-AT ORS BE EACH -O<BE SPACE ALIS a ANACORTES, WA TOWNHOME4 3-5-3 FOUNDATION PLAN SHEET 5126/05 A2.1 R�Is�O�R cF° ED FJ ERL°EFVAN U�REPRIMAND ORL YANG MONTGOMERY GREA m SCHEDULE AZT GO SEE SOMALI fial = UVROVEL DEM, Em FOR AUDI FARES To STEPS! MERGER TYPICAL FDN. DETAIL /, - r -D. aE A H AMC DEAD SEE SCHEDULE �l ME SEEING CONTROLS ADEL COLUMN DETAIL - 8 OF FLAWRIN SCOPE 2% . MOM =/< RDO Ty GrrT OW(C GUAM TYPICAL DROP JOIST DETAIL 00. FILTER �I MARK WALL SCRIBBLE AOL$ FOR NOTRUCLON AM FABRIC / FOUNDAMON WJL-WTS C ROD PARD OVERRUN z l i NAM My IrMIN BE ARTS C)OLNG SEG�� DAN RID EVER FORESTAY ADL OXI5 DA SERK TYPICAL FDN. DETAIL /, - r -D. aE A H AMC DEAD SEE SCHEDULE �l ME SEEING CONTROLS ADEL COLUMN DETAIL - 8 OF FLAWRIN SCOPE 2% . MOM =/< RDO Ty GrrT OW(C GUAM Underwood & STUCK Associates26 CUT gu 00000 LET u� x AxD909 7dh Screw: �' GARAGE x(66k 360 770 7501 Ar C.xADE DOOR GO AmAoMes WESKIT VZORSO AD 10=04H FAA._�ry xTO EPox 0D,RODE ECG AM 2%2x OW: MANx rs MIKE UNDERWOODPROVIDE BLOCKING AT MORNING HUMBI EPmAJ �.om.5 wm DRAINAGE AWAY MGM R DER 4 OIL MIDI AD RECOMMENDED lx MPADTSD mi II - DELAYED \ nr FOR mGE Dever Pre r PAST D II • ,III „0 PAM SLA t, II ,. m / NOTES +4 OXEAB DLrs x v s EE SCHD EDO FORW,E POOL FOU�rvG r EBLACK VAPOR I rz, PATIO /RESIDENCE GARAGE /RESIDENCE /rz..,D• uacxoR Docr:a oE.AE _/, ,� R �»E ADL D �AR 12"H� G�L MIL GAME BARRIER «' /NAL TO CURRENTLY 2' GRAVEL BEL) REAGAN vRDRAILS MEMBERS AllSII PLASTICS SEE SI DETAIL I FOR MUSEUM FOR �lllll2111(lU1 al: �� A reDO MERCATOR CALL MOM TOO uiJG w 5 MIL DUMB 6 MIT BLACK VAPOR ��> BARRIER FLOOR/GARAGE DETAIL GO L GAS DEMAI GAS PJI AMEX t OD MERESTAGGER1/ED 2ANDw �AN AND LAW UNION REAMZE414 '12 0 CRESIDENCE /DECK 9 ornoua(®eua rano =/.• - rb' ,/rno' nxcxoa eD�r su DErA:. v` PUTTING PLM DOLE a zs sLL +�U�UUU(1�U(1 �I �1�e PERFLSEE AnEDCAM .I� All :ll= �. TYPICAL DROP JOIST DETAIL Y3 GO FEWER — I MARK WALL SCRIBBLE AOL$ FOR NOTRUCLON AM FABRIC Al FOUNDAMON WJL-WTS z l i CAMEROON) ALL RDDxAR OXI5 OR FOUNDATION Bola' pC as eE CARL OUTS s ,D rz FDSEE �G° Dc D TRANS' C x=me°.Ce (5) p5 Underwood & STUCK Associates26 CUT gu 00000 LET u� x AxD909 7dh Screw: �' GARAGE x(66k 360 770 7501 Ar C.xADE DOOR GO AmAoMes WESKIT VZORSO AD 10=04H FAA._�ry xTO EPox 0D,RODE ECG AM 2%2x OW: MANx rs MIKE UNDERWOODPROVIDE BLOCKING AT MORNING HUMBI EPmAJ �.om.5 wm DRAINAGE AWAY MGM R DER 4 OIL MIDI AD RECOMMENDED lx MPADTSD mi II - DELAYED \ nr FOR mGE Dever Pre r PAST D II • ,III „0 PAM SLA t, II ,. m / NOTES +4 OXEAB DLrs x v s EE SCHD EDO FORW,E POOL FOU�rvG r EBLACK VAPOR I rz, PATIO /RESIDENCE GARAGE /RESIDENCE /rz..,D• uacxoR Docr:a oE.AE _/, ,� R �»E ADL D �AR 12"H� G�L MIL GAME BARRIER «' /NAL TO CURRENTLY 2' GRAVEL BEL) REAGAN vRDRAILS MEMBERS AllSII PLASTICS SEE SI DETAIL I FOR MUSEUM FOR �lllll2111(lU1 al: �� A reDO MERCATOR CALL MOM TOO uiJG w 5 MIL DUMB 6 MIT BLACK VAPOR ��> BARRIER FLOOR/GARAGE DETAIL GO L GAS DEMAI GAS PJI AMEX t OD MERESTAGGER1/ED 2ANDw �AN AND LAW UNION REAMZE414 '12 0 CRESIDENCE /DECK 9 ornoua(®eua rano =/.• - rb' ,/rno' nxcxoa eD�r su DErA:. v` PUTTING PLM DOLE a zs sLL +�U�UUU(1�U(1 �I �1�e PERFLSEE AnEDCAM .I� All :ll= �. OGARAGE WALL �r AGA .OFOR FOUNDATION cnLLCurs 1a STEM WALL DETAIL zwD nDD WALL uurrBOLT DUALGROVE GARAGE O.H. DOOR AS WALL ABOVE TYPICAL DROP JOIST DETAIL Y3 GO FEWER — I OGARAGE WALL �r AGA .OFOR FOUNDATION cnLLCurs 1a STEM WALL DETAIL zwD nDD WALL uurrBOLT DUALGROVE GARAGE O.H. DOOR AS WALL ABOVE FRAMED FLOOR/ SLAB DETAIL 15 GO FEWER — I MARK WALL G NOTRUCLON AM II E STAY PAROUNG KIDWORRY SEE HEART I 12 PONY WALL FNDN ANGLES SOFT SEE DeruLro� d ll+ = R3 RUNS — MUGS exu , if, =u`PPOR 16 MIT VAPOR BARRIER II FRAMED FLOOR/ SLAB DETAIL 15 m I I G D II E w z l i 12 PONY WALL FNDN ANGLES SOFT SEE DeruLro� d ll+ = R3 RUNS — MUGS exu , if, =u`PPOR 16 MIT VAPOR BARRIER II FRAMED FLOOR/ SLAB DETAIL 15 (wxEac occurs) I I G D E w z l a CAMEROON) ALL OXI5 OR FOUNDATION Bola' pC as eE CARL OUTS 14 GARAGE WALL/CURB w xDAA VA BANOw l .; z'HpG RAs: rvc/ z, mA BAR m �xPAG� E: CGIRDER DETAIL N WAY Ane o ciwmE DCcurvs+� �l2' ENTER X D MM CAP WALL �P.=,) FEE II AD PERF. POSTING DOMM-COVER ANN D STUART ROCK AND UNDI cm II F _ J IS �E 1 CFANT R EM NLDEVERED GARDEN WALL OUN /..,-o CANTILEVERED RETAINING FRAMED FLOOR/ SLAB DETAIL 15 (wxEac occurs) _/, -*-a CGIRDER DETAIL N WAY Ane o ciwmE DCcurvs+� �l2' ENTER X D MM CAP WALL �P.=,) FEE II AD PERF. POSTING DOMM-COVER ANN D STUART ROCK AND UNDI cm II F _ J IS �E 1 CFANT R EM NLDEVERED GARDEN WALL OUN /..,-o CANTILEVERED RETAINING WALL 5/23/05 A2.2 reE�s,o�s G D E w z l a OXI5 Bola' pC as eE l a s s ,D rz �G° Dc D TRANS' C x=me°.Ce (5) p5 PORTALIS ANACORTES, WA TOWNHOMES COMMON FNDN DETAILS onTE sn�r 5/23/05 A2.2 reE�s,o�s _ SHEET 2'-0" ao'-5 1/Z 20•–D" 0 ri G6)TYP a __ 11 TYP ® ILL INT SUPPORTS(( –AGE _--(G� TYP I------ LA FI 2D JOS_ ALL JOISTS ARE 11-718" LPI 20W @ 16" OC, UNO LOWER FLOOR FRAMING -UNIT #3 (050409) 1/4, 11-01 ISSUE FLOOR FRAEUPS UNIT US Part ISSOLIPA13P Stj In IT IS I 12 LPI -20Y T -7U 29 2, 348 21 EST 20h 11 718 1 21 iO 32 121-21W 11 -Lid 4 32 IS TOPIC Nark ftsuriptiu ElAs IT IL IF 9301 -L'LX1 -L18 ANG DID 295A Z 4 1 12 12 GPpqGARGES _ –6 1/2" R–_'L r I) II ,\ I U N IT TYPE 5 OTE: sahs,.l F� GENERAL FLOOR m0=s r— - JJ •�I III III IF -- ,�l (RSI 1r III G6 , 1�1 B301 — u OD;II, t, 9)® PARTY WALL NO AT nDi 'I IIQ _V ----- BSOT JSTS (E5� J J J In _ i ��.��I III • ^ y 0 0 D3 5D 0 6302CO HL ( �5 ®DBL ST SO �� 71 mljl ®PARK WALL(D1 � G�� I\ D3 L— J —� ., IA ® ® yu Nh UNIT TYPE 3 uorE EE 7.1 FOR GENERAL BOOR muss TALL JOISTS ARE 11-7/6" LPI 20W @ 16" OG, UNO LOWER FLOOR FRAM IMG -UNIT #5 (050411) TASK HOUR IPUBUTHO - UNIT 15 LP -JOISTS II Learc pt -On SLY 1A rl IL IS PIANO Park DJTC-1PL20ft P-I&S Ln IT, A UP NEE R4/5HMT All –3503 1-3/4XIL 718 LACK LAII ORD -21 a 1 11 12 VICESSORTES ll -'JI -23-112 IRj2QW5GW RED N'K SA aND-5/9 OR 11 1/9 RIC THWA 16 yn UNIT TYPE 3 (REVERSED) Underwood NOTE SEE ., FOR E° LINCOLN TN s Associates 00000 NOI 909 PUT Gram Amacoms, SPARS 99221 HITKISLAUDERWOOD 11,-6 1/2" "+O'-5 1/2 NOTES TRUSSES SHOWN ON THIN SHEET HAVE BEEN PRE - .--_-Ij MY OCEDBY SEATH�orRDING muss COMPANY. CONTACTER DIRECTLY Wim ANDSnONS reEcwowc LURE FLOOR e R OMT. SHEET Az.i FOR BEAM szEs FLUOR 3/4 COX °/ R° COME AND TH TESTS * 12' IN THIC FIC40 FACE GRAIN PERPENDICULAR TO SUPPORTS 2. PROVED SOLD BLOCKING IN THE JARIT CASTLE BENEATH ALL DIST HOSANNA AND BETAPPERY UPPER AND MAKE STUDS AT AN TO ILI oOADE NLOCKIN aESTA �mJ THESEIS AD AIL BOVE u�� Mull s a NNECTONSO 51WSAN COMPANY OR I I i Ea, II R> � I I, I \ NH D STU ,n jf I O PARTY WALL(D19�11 M. Ca ALL INT SIT PORTSIL LAYOUT TYP Gi I,\\ 11 I 1 ) III II \ I / I IT ESSJSTS SIT II III ���� U TYP (G6 8302 G3'�TYP Y7 ALL INT SUPPORTS \C I I TYP (Gl) i III ® PARTY 1\ WALL 10 — _^L --__. _________ TT - 12,_0. OVERALL LOWER FLOOR FRAMING PLAN scALE . u" 9rz 4 e NOTE TO CONTRACTOR: PRIOR TO ORDERING LOWER FLOOR FLOOR JOISTS, VERIFY LENGTH – TRU55 MANUFACTURER DESIGNED LENGTH TO FIT ALL BUILDINGS –NOT CUSTOM TO THIS ONE. ANACORTES, WA TOWNHOME4 3-5-3 OVERALL LOWER FLOOR FRAMING PLAN oATE SHEET 5/26105 ,42.3 20•–D" - PORTALIS ANACORTES, WA TOWNHOME4 3-5-3 OVERALL LOWER FLOOR FRAMING PLAN oATE SHEET 5/26105 ,42.3 REVISIONS ALT UNIT TYPE 3 20-5 PAI ,I -s,/2. De I ALT. ,ivy,/rte/ ,. I DAr L MSTADS mp ,G-w�o MaxEAD CAA,CE ooa, N/ ORDER -- s� mm/mEr ROT N Ow T wM —. ,, aoxso w 3-4X5 O III i ! 0.1P1p \\ 4l b i a Ile ,_I rt ISE EXTEND RIM SDI r I� DE 1 � IOft11 UNITrTYPE 5 oET. T�Kr. Ii UNIT TYPE 3aREVERSED I, -c ,/r N -E Ile )o _ TOP n Am,a �. aP� �:. _- �- s O.o-O ovfNxE,o Ew.� X20./ OOO, >a I ,e Nao o�x� a.�a POOR W/ cea� >< I g/ A \\ Nab MI Ty pEr LINE wi / (oEr N RM.) � M/�asr l&l x'SMI s ME L_OO1 ' a FOR INTERIOR DIMENSIONS AND NOTES ', 2 _ UNIT PLAN REVERSED) SEE UNIT 5 ON SHEET A38 �' I �n F FOR INTERIOR DIMENSIONS AND NOTES\'moo - SEE UNIT 3 ON SHEET A3 6 241H X 2' DIA .(MII) III 5I- PIPE DOL LARD .I C r ..�..r • , •.•, a - I-- /2" r, ,�Y x c �— `sl SO �.. OR / �a R2 A 51 o ANT ALL o yI o E2� RIM CT Ex 3 -W -0s„ �— T: a I T— \� S 9 q �w01 �µ . AR 00000 M ed �om E TO PACE Or SWD UNDATION RAN FOR 01PLO AM AND AI2 FPnM rv�vuxs. -,se/c ARE ENO RPMAPSE RENS ARE OR - / nOs Orv�ss. NOTED O,xEA.EE NOR KRII)TV5 WAIL w, 4Nrz o * .E sNrvs TM.r IE RM,EOE. � A52; y. �• .- T m �g er �L ANACORTES, WA 8< Ile S-, /r 1 -8. s O . K -s Is _ _-,err O -e yr 24-V 12-4 Y1 A5 y V _ ,>-m 3-5-3 E 3.• MAIN FLOOR PLAN IrUPPER FLOOR PLAN SCALEIA' " *,;, 5/26!05 ... +. MSTADS mp mm/mEr ROT N Ow n V FOR INTERIOR DIMENSIONS AND NOTES < '. {' SEE UNIT 3 ON SHEET A3.6 2 i ,moo^ s,; �— I y I AALTI o gW b41 v - si reII T wM —. ,, aoxso w 3-4X5 O III i ! 0.1P1p \\ 4l b i a Ile ,_I rt ISE EXTEND RIM SDI r I� DE 1 � IOft11 UNITrTYPE 5 oET. T�Kr. Ii UNIT TYPE 3aREVERSED I, -c ,/r N -E Ile )o _ TOP n Am,a �. aP� �:. _- �- s O.o-O ovfNxE,o Ew.� X20./ OOO, >a I ,e Nao o�x� a.�a POOR W/ cea� >< I g/ A \\ Nab MI Ty pEr LINE wi / (oEr N RM.) � M/�asr l&l x'SMI s ME L_OO1 ' a FOR INTERIOR DIMENSIONS AND NOTES ', 2 _ UNIT PLAN REVERSED) SEE UNIT 5 ON SHEET A38 �' I �n F FOR INTERIOR DIMENSIONS AND NOTES\'moo - SEE UNIT 3 ON SHEET A3 6 241H X 2' DIA .(MII) III 5I- PIPE DOL LARD .I C r ..�..r • , •.•, a - I-- /2" r, ,�Y x c �— `sl SO �.. OR / �a R2 A 51 o ANT ALL o yI o E2� RIM CT Ex 3 -W -0s„ �— T: a I T— \� S 9 q �w01 �µ . AR 00000 M ed �om E TO PACE Or SWD UNDATION RAN FOR 01PLO AM AND AI2 FPnM rv�vuxs. -,se/c ARE ENO RPMAPSE RENS ARE OR - / nOs Orv�ss. NOTED O,xEA.EE NOR KRII)TV5 WAIL w, 4Nrz o * .E sNrvs TM.r IE RM,EOE. � A52; y. �• .- T m �g er �L ANACORTES, WA 8< Ile S-, /r 1 -8. s O . K -s Is _ _-,err O -e yr 24-V 12-4 Y1 A5 y V _ ,>-m 3-5-3 E 3.• MAIN FLOOR PLAN IrUPPER FLOOR PLAN SCALEIA' " *,;, 5/26!05 ... +. -_.. _ . _ __ _ '� UNITYTYPE 3 UNIT TYPE 5 -I�--a nom} - - a... � yr .�-< .-c �,a- _ _ a "__�„ � ,r �oo - orb ;;, .3 A., , � �� _ �� N- Ms�,e�.; II �- � T — ��-r.4��k I o o � ---- f � � � � I � o - x< -o I __ I � urn a� s _ "�- b � a � �ff _ III III _ """"" �_-.-.� _ - I� I ,� I �,' ,� r_� � — i � `/ � � � e - � �N I �. I A w � ire o o _�_ . = _ c n A.� p � U.... _..._ � � r,-.�,. .�..? .� � � � � ��.� �- ��J— _ o0 BELE UNIERS ON SHEET A3 fi ND NDTE$ � �� �. � �\ - 3l mtroN . ��:-sin' �'-a '^ m N� omw ^, p I m � � m a , a -e � ,/x m� max, <o.� o m .uh os, x — - e 5 �R � a E _ '� N SEE UNIT 5 ON ShcEi A3.8 :�� �� — �e�' �' _ FDR INTERIOR DNEIISfONS AND,�lES 7B'�v .� �, �e _ , __ _ _ __ UNIT TYPE 3 (REVERSED) ,s -a , . v=' o ,-. 5-,p .-s yr �. yr .-s ,-' �-"n' - roxnx�a� mP h � ��ry o g � � �� h `� s / __ rs =wfr I � ,� �� rv' t7 �� aurt mom\ �� T -k Y _ I % rN SE€ ::._: i � .. � o �J r I �,� tem.Re I �� MIXE 0!H k � .wPu[S io [xna[ wuL IFr F 4 � �___ .��.air s zel�z. SS@Ca�9 D�_ '', i m� ��:� ago <®,.om.,m.wm — � a>E ao s°�m o__ _ � t ereoss� �. ._' SS@Ca�9 D�_ '', i m� ��:� ago <®,.om.,m.wm a>E ao s°�m ,. �. ._' SS@Ca�9 D�_ '', i m� ��:� ago <®,.om.,m.wm 1 �\ o�ereNtA� ANAOORTES, WA 363�..�. MAIN FLOOR PLAN ,. � � �o,� oTM�µ,E ��I o soh, � =� �� I`,— ..��M.���amo�. ��� �� — _ a5 �'_ M,n.a �r � d e �^ B 5 (UNIT PLAN REVERBED) .,, FOR INTERIOR DIMENSIONS ANO ND1E8 -: SEE UNIT 3 ON SHEET A36 _.. _. _. _.__._ i o _ h �n �� zwe asx +oras, zoo. r s �b _ 1 �\ o�ereNtA� ANAOORTES, WA 363�..�. MAIN FLOOR PLAN BOTTOM OF SHEAR WALL CONNECTION' �n ° iw�6�s i i ��? * i o �' ° uh °° x a' -rro w xin. .. xin . i i ”^__ x/A _ _ �CV� u n �e n ¢ x/^ ,a ,° ac o� u,E N'S�cM r"� a`�:i °xpM��LLs"xa �,°o :P.°N°P��°� CONNECTION TO HORIZ. CONNECTION TO ROOF DIAPHRAGM DIAPHRAGM WALL PERPENDICULARTO WALL PARALLEL TO FRAMING � � _ aNu� ROOD FRAMING ___ ____._ '— -._a _ _.__ __ ,... .i __ _., .. ... P�..« °° omw s°E � er roan°uaus � ��������5 auaoa UNIT TYPE 5 _ � �F �,�� ,�...., �x a o% �N°� ° �n r°,�° °TM�m� r--------_--� ,sei�:'o uti�snho,"Eo om Ax,� �,,,°�>aua°� I I I I ��� ,°b �Y C II � P°n� o Fv .3— � � � � ' � I -- __ -.. _ � " �_ ros iNrEwrer*�aaLwsioNs wuo NOTes ae> x��a� /` s� uNir s oN sHEEr na.e _ � � � � �� � �-°,r � - - I �, �; I "� I i �, �� E° I �� ——--� .,. a-,. v: _ -„n' ,_° -. yr ,-° -<�n� s-���i: -- -0 ANACORTES, WA s.-.,:. 3.5.3:: �. _. UPPER FLOOR PLAN 4 �'_'�fi' ' ..... il i....t.. g. ..,... .: 5/26/05 �y �°y� 9-2� . zJ SHEAR WALL TYPES (D.F. FRAMING) i u° � �w� ���E� I � � ,i°� am ,�� � ns P°:._ o°E a��F ,a�� m so° - z�a s�.a_. �.5 �x. ,:oma :�:. vis pLY °��m � � �, .� °� a � -.. _�5 °� ��s w° e... ms >°r.._. oxE '. a°� s � I m r °° ° -:e-°� _. _ �s .: o �..... _. _ z ° n�s� Pyr o°E '. a°ak® �:• « '�.� m r °° z� °° zr o° �s �.= s;o �.. s.« �°a r°� r°� So:... zsx -mss Pu.. :p 5e � s 5i°� � o � . � . a �.5 �.. � F. ,� o. ,�P a.,�s. �A � o Eo�a ����o�E��e�>r m°ate Er";� �u� �""� Er�"�� a�x� ME���°°,� roA z-�°E° ��.A�:':�.op Eames eo�,��9�m�NorEs�� , mem., m�,� e, ,e�o..� ��,� o. �o�,a« w� �oo,� ,neo..a�, a,e �o mf .�� o�< ,�o��a °. „�<,d Pne/ 0', �sr. o = ��o�9e �� ��e ,gee, � ,��„�, �<� ,. a ��a�a. � a �,�= wd� o� BOTTOM OF SHEAR WALL CONNECTION' �n ° iw�6�s i i ��? * i o �' ° uh °° x a' -rro w xin. .. xin . i i ”^__ x/A _ _ �CV� u n �e n ¢ x/^ ,a ,° ac o� u,E N'S�cM r"� a`�:i °xpM��LLs"xa �,°o :P.°N°P��°� CONNECTION TO HORIZ. CONNECTION TO ROOF DIAPHRAGM DIAPHRAGM WALL PERPENDICULARTO WALL PARALLEL TO FRAMING � � _ aNu� ROOD FRAMING ___ ____._ '— -._a _ _.__ __ ,... .i __ _., .. ... P�..« °° omw s°E � er roan°uaus � ��������5 auaoa UNIT TYPE 5 _ � �F �,�� ,�...., �x a o% �N°� ° �n r°,�° °TM�m� r--------_--� ,sei�:'o uti�snho,"Eo om Ax,� �,,,°�>aua°� I I I I ��� ,°b �Y C II � P°n� o Fv .3— � � � � ' � I -- __ -.. _ � " �_ ros iNrEwrer*�aaLwsioNs wuo NOTes ae> x��a� /` s� uNir s oN sHEEr na.e _ � � � � �� � �-°,r � - - I �, �; I "� I i �, �� E° I �� ——--� .,. a-,. v: _ -„n' ,_° -. yr ,-° -<�n� s-���i: -- -0 ANACORTES, WA s.-.,:. 3.5.3:: �. _. UPPER FLOOR PLAN 4 �'_'�fi' ' ..... il i....t.. g. ..,... .: 5/26/05 �y �°y� 9-2� . zJ It UNIT TYPE 3 itsMa<LAY=UT �ucl ung I _ L8301-----T(�—� B302 TLU SI -r-- % (R5)�+ I (R J'LSI== L w r JUH MAN me a SII :n IL--1.�r-- Vly� TYR 0 ALL INT SUPPORTS(G3}— !- ) II II � °C � �Ut HE P— y� r 1 k -(G6)TVP u HE II 6L. un 3 T f1 Try I I -� pm V! B.SC)•/ MBG J! (01�TYP 0p IE AGO on FIT on IT m Him 32' OF AGO 0 UNIT TYPE UNIT TYPES (REVERSED) n"�U PRDUxCT DE�exAn S NOTES: - Underwood TE Dan Ecx tr s I UK SHEATHING w SEES o EOUN aT / ADB BL` xa ours 1IQN E Tot E W DID snuKl-Baan iEI wuL w/ Rlxc SHANK eat AT c' MENUIR WARD ORATED GRALLATTED MILES IN FELL DL CONTINUOUS LODHNe. Dl R ,D D enTs - DR FILM HWS) AND 2 CONTRACTOR MAY USEAssociates °°�° BYTE: IS DDE I PROVIDE SOLD SLOWING IN THE MOST CANITYEEMATUI ALL MOT DMESEE D GENERAL �R M s PR PROVIDE AND SUMMIT EMENEETTED MERGER TO rD HaDDER FLAT UPPER Dxr. AT Da TO ROM Aracorbob _ _ awDne 7501 errs FRAMING DEPARTMENT FAR APPROVAL HEADERS LANAI AND INSTALLATION A. PROSIDE REASONS BERANSELAI II AT AND REFORM EvEnel ALT MUSS 70 MUSS IF TRUM TO BEAM INTERIM KARING LOCATIONS ERE IT HIT CONNECTORS m BE DESIGNED By MUM PANEL. I ABOVE LOAD DURING BEAD AW%1BOP wAusERSTRAND RIMS �E TMnaDR A re�µa Al on wu,CR oar PLAN � , PROMPOE EIRE � - xDICA,ES NAMOR FRAMING VALE. NOTES LAYOUT II g502 sconnEcnoxs He AT un �v 41 FLUSH -- uc Mev �Mc\ T,UOygL uclI pW� a^�+ B5 / a3oz F�tTSF— — "`�' 8301 �,, LEVEL BEAMS COLUMS POSTS (MINIMUM SZES) _____ ue,r __ ^� ��, At' Z UPPER FLOOR 1! US Ili FBI POE)acCAwu AD �APPGNEe� �(EunHK � �U�e(n)MINIMUM w�u DEPENDS DONNECTOR 'f°MOT r"� aa Ir _^ (R5) I eu I I! J� ) PSI c,/enzAzeE-Vn �µ�e EST zas BE A 019)® PARTY WALL G! ILLo ==1/�, :E `-' Paz TRADE Du.R ,-s/+vo-z/e ISE so nD a TEL I Axe GAR --_- RAN w Ave J L---� - .� III ua6 e-n/,ew-I/n SOL G- AMs zw-v, 3.6 -- Rr U N NE -- _ _ _ Nae s-1l+x,r es s-I/aeu-Ih uE- 16.0 xD rl L ---______SII vl cls II Q 1 1-3/4111-7/8 ,x AX10 SURGE 10 OR ITT I't-t ---(G3). TYPM0 ALL INT SUPPORTS MEANz„/sx,T/s PSL >,ARNS 207 V4 ITO GO MEM UNAL no 30 -----JG MB AMC RS AS r� HL 4.0 1.D ID �� EPT! 4v yr t) 1'I xD11 (1, US To L A /�=== (r R5 1!T c /. IF A _ Y, 1v8 DELrs R5 �M I},O / I 9.0 xcz s.D J6503 C Mry � I, I 111 ,�� MOT IRS NE IS Pr cc TOE De TYPE e 1 B303 �\ MCA eG oLLIz GO De TYPE e 0 U �* F' �y R5 �, CA USED NOT IInt./ \ Dm In IT om oiPArvO CNE T J 1- -�' `FI a �I .. ` In�I v xu IHE US IT. s- Do o S.D �ABE J. g ! ,"�itiIj%JI •, s m Ij/JI TYP(GsF FR G6 ( (J B PARTY WALL019to 19 1 G 3 IDA P� �� I) y iT"- xmEs. !! axe �I - .� ■. BOREHOLE 1 - FOR BEAMS PARTS AND RGETTERS STAR IS THE ITMEONTAL NOTABLE IN MOT, ITCHADERS ou�mosT "77-D.- - m x E E SHRIMP as ®PARTY WALL(019�� AS IF DEFAULT bw EI _T ' � *I m �_ G 1� I DUDS COLUMNS s=. s TME wsrxc BETWEEN E�T�xD op Dp` pli UK coxN¢roRs vu srAxonno se COLUMNS, LTrr �I II y - B509 1 = �� Mae ¢ SII L -n B.30� U - III TOMMY AGE WALL uvcnnoxs >REEneaeA,Eo ERAPwe co NSCLC ruunarvs AND WARSAW PROTESCINSM GOODS, 1Ltu:eub (G3)TYP ® ALL INT SUPPORTS _ �i TYR(Oi) I II _ I I � I 1! 1 IT OFtttttt BY Itm it IT I IT 11 8308 ""_� �I _ _ rt —rd PARTY WALL II AO ��527 Th m IF IT rtt FDAFEE ED cx ��� - ---- �--La `LOT OPEN IF BELOW (ABOVE LEE) LET MIDDLE UNIT UPPER FLOOR FRAMING PLAN SCALE : 140 0 V 2 8' II Mcr . Ma 8319_-_ GOAL mm a I I TIG �, 1 I � II I• 1 1 I �G iI I I— vxa Mai Y' MOT -ES J EMET AIR I PAUL ARD ALT. OVERALL MAIN FLOOR FRAMING PLAN SCALE : F4' ■ � ALL JOISTS ARE t t-7/6" LPI 32W @ 16" Oct UNO MAIN FLOOR FRAMING -UNIT #3 (050409) m - - MYTH TIME, PI OFF ILITTO ITS] ALL JOISTS ARE 11-718" LPI 32W � i6" OC, UNO MAIN FLOOR FRAMING -UNIT #6 (050411) - Am F&P mam:. F.F.it It 12H 11 7�5- 11 33 LCU3 21 TH III I-ItP 5 TEL in LET HE FEES ANACORTEST WA TOWNH)ME4 3-5-3 wDL UPPER FLOOR FRAMING (""ID'Ax SHEET 5/26/05 001X01u A4A1 REVISIONS LaidPro. Ian LUnnE<roR CDnnEc,re >-,ro+u�n S�-w1 �Ih«Io-vs E,f-°A it ro, Sux 112 FLA, 2m nub it M it 2- 11 -111 -Pp TI UK UM rua m s sxEcr �/eMlo-lh ALL JOISTS ARE 11-718" LPI 32W � i6" OC, UNO MAIN FLOOR FRAMING -UNIT #6 (050411) - Am F&P mam:. F.F.it It 12H 11 7�5- 11 33 LCU3 21 TH III I-ItP 5 TEL in LET HE FEES LOFT FLOOR LEVEL BEAMS, COLUMS, POSTS (MINWOM saLs1 9.0 ANACORTEST WA TOWNH)ME4 3-5-3 wDL UPPER FLOOR FRAMING (""ID'Ax SHEET 5/26/05 001X01u A4A1 REVISIONS LaidPro. Ian LUnnE<roR CDnnEc,re >-,ro+u�n S�-w1 �Ih«Io-vs E,f-°A ro, Sux W-44 5-1/80 2 1 rua m s sxEcr �/eMlo-lh AS sD , ISD aux ASDL -Ln 1a/.vs-,h PSL 1.0 Is In' I bXUAMEFFIut LC4"e int Ise SCAN Mi to Ts rot BD,x MCA OFED'3-1180 5-I/BR LD AD LOFT FLOOR LEVEL BEAMS, COLUMS, POSTS (MINWOM saLs1 9.0 ANACORTEST WA TOWNH)ME4 3-5-3 wDL UPPER FLOOR FRAMING (""ID'Ax SHEET 5/26/05 001X01u A4A1 REVISIONS LaidPro. Ian LUnnE<roR CDnnEc,re >-,ro+u�n S�-w1 �Ih«Io-vs E,f-°A ro, Sux W-44 5-1/80 2 1 LUz eux �/eMlo-lh AS sD ISD aux ASDL -Ln 1a/.vs-,h PSL 1.0 Is Ise SCAN (e) � DE -L a to Ts rot BD,x MCA OFED'3-1180 5-I/BR LD AD crz PONT lzvs re LRL n R.0 Pon (z1 zve N L /z sd °L5T •,e O.x. GLUES LABEL 160 ,.e So RMOST R ROCL WINNERS), PER SAND COLUMNS, WAN s TME DISTANCE BE,NFFx POINTS w LATERA ORTS, JOISTS AND RAFTERS, SPAN IF THE HORIZONTAL DYSTANCE, IN MET. ( C As HD¢H D -ire, RIGHT END • BOTTOM. EOommE w - 06 MOST rs BRAcm BE CHGATHING (cxo Is ON IF NAvn AT 1 a a. T TR POs). A I I LEGEND o wAL<s GELew rLOOx BEAD NGap5LOM PORTALIS ANACORTEST WA TOWNH)ME4 3-5-3 MAIN FLOOR FRAMING PLAN UPPER FLOOR FRAMING PLAN SHEET 5/26/05 A4A1 REVISIONS UNIT TYPE 3 32-0-0 O 0 Tot I ro, 01 n. GE01 UNITYTYPE 5 32-0-0 -- _ — j - - - -UK -.GAP gad— — ----\aK ---ACT —------------- ——DOE2� Y 6, 8 Lo FEW 4n 08 VB °R recz T02 20-0-0 0 I 0 I 0 Ynderwood sociates WOOD d. °oa@wmed,>w. NOTES E IS FOR UI COACH ALL PROADE AND SUMT WE PUTTING DEPARTMENT TO 'AUMAGON AND UL AD MOVES & DANKNED AD m BEAM mENE/arm u HANOI 2 / ooF ofPATTING. NO xSUK AT D'ttxml ra alas �r uxsuaawTm EDGES. SUPPORTS. us METAL x EDGE CACHE AMOK ALL R SLOGAN WATTS, HIP AND AS THAI BE BUILT UPON ALREADY ATTACKED. ANG VIACOM WE MERGED UK AGO A MI HAS GOP OR SOLD SCOD M-TMN OF ALL UNDER TRUTZL RISK SE MING MAY! SUSPECTED GOING UNLESS NOTED o� oDTHr� m , � SEE PLAN AUG MEASURE KAUHQ WALL HIS UPPER GOODA EXT WALL WE N, 22UO AMUSED C WILL AND GAPPED TGOMDE SLOWED GUM NFT TO DO ADJACENT 2a�D,xEr,DDUE DEa,xxDE MIN.Af AEVGAL PORTALIS ANACORTES, WA TOWNHOME4 3-5-3 ROOF FRAMING PLAN � TE SHEET 5/26105 UNIT TYPE 3 (REVERSED) A4.2 32-0-0 �o 1� I 0 0 NAN 1 — _ CD e cc 20-0-0 0 I 0 I 0 Ynderwood sociates WOOD d. °oa@wmed,>w. NOTES E IS FOR UI COACH ALL PROADE AND SUMT WE PUTTING DEPARTMENT TO 'AUMAGON AND UL AD MOVES & DANKNED AD m BEAM mENE/arm u HANOI 2 / ooF ofPATTING. NO xSUK AT D'ttxml ra alas �r uxsuaawTm EDGES. SUPPORTS. us METAL x EDGE CACHE AMOK ALL R SLOGAN WATTS, HIP AND AS THAI BE BUILT UPON ALREADY ATTACKED. ANG VIACOM WE MERGED UK AGO A MI HAS GOP OR SOLD SCOD M-TMN OF ALL UNDER TRUTZL RISK SE MING MAY! SUSPECTED GOING UNLESS NOTED o� oDTHr� m , � SEE PLAN AUG MEASURE KAUHQ WALL HIS UPPER GOODA EXT WALL WE N, 22UO AMUSED C WILL AND GAPPED TGOMDE SLOWED GUM NFT TO DO ADJACENT 2a�D,xEr,DDUE DEa,xxDE MIN.Af AEVGAL PORTALIS ANACORTES, WA TOWNHOME4 3-5-3 ROOF FRAMING PLAN � TE SHEET 5/26105 A4.2 1� ASS FULL 4G' 1 — ME u o o $ 20-0-0 12-0-0 o ROOF LEVEL BEAMS, COLUMNS, POSTS (MINIMUM SIZES) = = = = 20-0-0 12-0-0 12-0-0 ALT I MATL AND ACT 2 MATY AND > rD = ICOAST RFEET)VO« (MR CCITT PAY RGPT END M TTX MAKEUPS G-1x131224Vr-v. Sven xrc-Va x el OEM OLD on MD �M��-,n2.v<-✓,/2x�o-�n2+w`-•. OVERALL ROOF FRAMING PLAN 82�< 150 FT (2) Va/Mx,-�n seams : �: ■ r_ 2n «Ia 2.VF-w 2 KA OLD „D rr rG o Y e' D-,ro912�24W M4 5-1,4E ,n ZME-V4CUP . MEA EPA 120 R 2.0 65 VAN NOT UI PRO MST (2) SAM Drt 02 USA V LET SO OF ROD POOL An OF TI SOFT RED FORT SPA UI DEG FT C MY LOST .n HE a Mi IF P an ar V2 TYPE DIPOLESIMMONS (ou,E Mozn COLUMNS. VAN 5 WE OPSTANCE ESTAa` FOCI OF LATERAL SUPPORT (BAN SUPPOFLOOR ._ Da I DAP , KFAULT CONNECTORS PER STANDARD SPECKYOUKA FOR POSTS OR MLUMNS. STr<= ma. LOCLOCA OWES a - ED THE a�: USK� (MA, a2 STM FRAMED RDW DEPTH - 2_ .,2, OOW4OTE C- UPSSTAPOST 2 BRACED BYSHEAD.xD,� =Dx r RAILED AT a ED. TO WE Po=,a 20-0-0 0 I 0 I 0 Ynderwood sociates WOOD d. °oa@wmed,>w. NOTES E IS FOR UI COACH ALL PROADE AND SUMT WE PUTTING DEPARTMENT TO 'AUMAGON AND UL AD MOVES & DANKNED AD m BEAM mENE/arm u HANOI 2 / ooF ofPATTING. NO xSUK AT D'ttxml ra alas �r uxsuaawTm EDGES. SUPPORTS. us METAL x EDGE CACHE AMOK ALL R SLOGAN WATTS, HIP AND AS THAI BE BUILT UPON ALREADY ATTACKED. ANG VIACOM WE MERGED UK AGO A MI HAS GOP OR SOLD SCOD M-TMN OF ALL UNDER TRUTZL RISK SE MING MAY! SUSPECTED GOING UNLESS NOTED o� oDTHr� m , � SEE PLAN AUG MEASURE KAUHQ WALL HIS UPPER GOODA EXT WALL WE N, 22UO AMUSED C WILL AND GAPPED TGOMDE SLOWED GUM NFT TO DO ADJACENT 2a�D,xEr,DDUE DEa,xxDE MIN.Af AEVGAL PORTALIS ANACORTES, WA TOWNHOME4 3-5-3 ROOF FRAMING PLAN � TE SHEET 5/26105 A4.2 RREF-RETAMAN 6. w�� RD..,. E NDTM ANGTRTREATED NT��,c EAANTT 6ELNPNEN ROOF SHEATHING or STERLING o TNt�� Rom N� aE ENcN,ENED Roof FROGO -/ :R� — FT STEP �t E� �PERGwa �s/SAGA ATARI � 5 „E:nWn wRnu tW .a �� CA wFOR �� WARE DuMT E3L EMREIAEA CAR MD is' as T 2PR.SHE tR ac cm OPERATE 2X& PLARE1 / ni SEEM a m/i UBREwvw Ewse ONE TO EUPTERM IY' SCREAMS/ ux s RAFT STU ME se/sat fsI c MAKERS DRAFT STOF SEE 3/SP1 SUS/r awa uV -1 l) l II Ir I (r1�s�I l 1 ROOF STAVING ENGINEERED RARE TURNS HNO TO m °oE�F FWB DURATION 3 Mq I11111'��I iqARAM STAN n g Aa PER RETAIL A A.3 PDT BOTTOM Or SHEAR PALO SY DRUM wAu_//�'LSPUNAa o 6wac SEATAxxwDRAIN RE TO STAND SHAPE IPS o iY ac, SEND AND HI / I ' tkra EeaRc <P JI IF A.B.ER MTM, OF SEAN WALL CONNECTOR �' � ES uxsouRL A/v E 11z ,11 :. 1�', GREEN, RE TO MEND SEEM 0 is- as KNT.. Ano Nom 11 yi. JOIST PARTY WALL JOIST/SLAB PARTY WALL SEE SAUDI AFC, , nb'® CAIE : 'S 0 61 1' 2 0 5 1' 2 LATE (� W UCLA PARKING (THE) &nderwoad ASSOCIates 00060 sln�m ROOF TABnsR .csr• I eMiUmmed,.cor AA x.RENN F 4.4PNE w) ,TENCR eo µ TYPICAL KNEE SECTION 6FNE = Y -v N07 FOUR PRIME AND BAC L AR COMPMENT6 PRIOR To AMEMSEY AND INSTA LATIN is ac t tls MAX) RML cgRnnuws cAtKuc (rn) 1— \�V^ O HANDRAIL SECTION. x Ts. i� 1 HOUR INTERIOR PARTY WALL ASSEMBLY cA HUE No. s 1 HERE END suns DMIGn PASCAAL, 16V AS PER zoo-xooO, fIRE RFsinNCD LAYERONE s/R' RUSE x CM APPLIED Penn, / MIT OR AT HURT TTE w� _ SPREAD, swexs DRABLY iTO EAE EDE OF OKA MOD z E= PLACES HUNTS u, sue C Cww`As rtwcSE ��dluvua nl �Il Num llIN111111IMIrtNNlrtl11 Baa ORM STOP is- GO PORTALIS R-21 COMMON �I 1 ANACORTES, WA 7NI WALL SECTIONS ) CRAFT DRAIN I DRUM CEMENT II RIM IBnc DATE SHEET 5/31/05 ME SC07NG DRAIN W A/ , ro� RIGID RE N M�D=DRAINAl � _EE SPHE LL ON A/ , A5.1 REN516N5 GWALL SECTION GARAGE WALL SECTION 6A� ,,.® 34"® 0 6 1' 0 6 1' 2' ch TYPICAL WDOW REAL- USE 3 WAY SWAT. CAP OR LAWS AND HEADER ANU USE 51 AND ATTO 3 Mq I11111'��I iqARAM STAN n g Aa PER RETAIL A A.3 PDT BOTTOM Or SHEAR PALO SY DRUM wAu_//�'LSPUNAa o 6wac SEATAxxwDRAIN RE TO STAND SHAPE IPS o iY ac, SEND AND HI / I ' tkra EeaRc <P JI IF A.B.ER MTM, OF SEAN WALL CONNECTOR �' � ES uxsouRL A/v E 11z ,11 :. 1�', GREEN, RE TO MEND SEEM 0 is- as KNT.. Ano Nom 11 yi. JOIST PARTY WALL JOIST/SLAB PARTY WALL SEE SAUDI AFC, , nb'® CAIE : 'S 0 61 1' 2 0 5 1' 2 LATE (� W UCLA PARKING (THE) &nderwoad ASSOCIates 00060 sln�m ROOF TABnsR .csr• I eMiUmmed,.cor AA x.RENN F 4.4PNE w) ,TENCR eo µ TYPICAL KNEE SECTION 6FNE = Y -v N07 FOUR PRIME AND BAC L AR COMPMENT6 PRIOR To AMEMSEY AND INSTA LATIN is ac t tls MAX) RML cgRnnuws cAtKuc (rn) 1— \�V^ O HANDRAIL SECTION. x Ts. i� 1 HOUR INTERIOR PARTY WALL ASSEMBLY cA HUE No. s 1 HERE END suns DMIGn PASCAAL, 16V AS PER zoo-xooO, fIRE RFsinNCD LAYERONE s/R' RUSE x CM APPLIED Penn, / MIT OR AT HURT TTE w� _ SPREAD, swexs DRABLY iTO EAE EDE OF OKA MOD z E= PLACES HUNTS u, sue C Cww`As rtwcSE ��dluvua nl �Il Num llIN111111IMIrtNNlrtl11 Baa ORM STOP is- GO PORTALIS R-21 COMMON �I 1 ANACORTES, WA 7NI WALL SECTIONS ) CRAFT DRAIN I DRUM CEMENT II RIM IBnc DATE SHEET 5/31/05 ME SC07NG DRAIN W A/ , ro� RIGID RE N M�D=DRAINAl � _EE SPHE LL ON A/ , A5.1 REN516N5 GWALL SECTION GARAGE WALL SECTION 6A� ,,.® 34"® 0 6 1' 0 6 1' 2' 1, \x-na lNvunw � , UVNO ROM gigiEN R-21 NSULATON R-i9CLOSET NN e R-rzl &SUuncN ROOM HALF FT, 102FEB I If R -+y INSULATED F BATH LAUNDRY HALL R MAS FOBAIH i19 SWND xsuun `l Hwu rb\ .IF RAGE M 7 FE El E0 SAUL HALL F.F.Ol 102.66 u FF r R -k IxsULK10 SECTION. A -A SCALE ■ I_j O 1' 2 4 B o� LEAFED ma� TREATED AwF v[AMNO ROOF SHSATUNG RMF !VEATHNO W sxun G BATH LAUNDRY HALL R MAS FOBAIH i19 SWND xsuun `l Hwu rb\ .IF RAGE M 7 FE El E0 SAUL HALL F.F.Ol 102.66 u FF r R -k IxsULK10 SECTION. A -A SCALE ■ I_j O 1' 2 4 B anw aoser Hnu FR IA0 1 _ FF. 10368 MASTER BEDROOM — IF R- xsuu F.S. 101 50 50 TYPE 2 SECTION B -B SCALE le■I MMEM� O 10 3 4' B' Associates 00000 °od@fDomediLcom NOTES PORTALIS ANACORTES, WA TOWNH)ME4 3-5-3 BUILDING SECTIONS oA E SLEET 5/26/05 A502 REvfsonls o� anw aoser Hnu FR IA0 1 _ FF. 10368 MASTER BEDROOM — IF R- xsuu F.S. 101 50 50 TYPE 2 SECTION B -B SCALE le■I MMEM� O 10 3 4' B' Associates 00000 °od@fDomediLcom NOTES PORTALIS ANACORTES, WA TOWNH)ME4 3-5-3 BUILDING SECTIONS oA E SLEET 5/26/05 A502 REvfsonls R-21 INS LOFT NSULATON <�`1v+mm�N➢g!>�uvvstvvv+i+t+nnnl�nniv+nnunr+mm�/ ---Ionnn. ._....... ryw1R�N,F�x. �CINANUDN �SA� DINING XTCHFN i HALE CLOSET BATH BEDROOM 2 xaun e uu uulTuu�u u�m�oGs�@uu�uu��u oU �u u��4�s�du touu 2ouuuuuu�uomot��wuGuuuuu�u�uuQuou pr u�IxSUFAMON 9[Twm ni -- LOFT --_ -- u¶ 1 .w=ry STAIRS i IS i -x i IIn�I If PANG a llll .ENTRY HALL m IT \� _F F 102 68 xANN_ / // ANDAT WlnCoTAIR D / ��u�nuqu�uo�uuQioupL�i�guuCuu@G/gu6�pnuguuPupuo@uuuupuuguuquoopuu@au�� L-�— A KRCHEN LrvMc ROOM R AT TRILLION F TYPE 4 STAIRS R-21 31 uasw~RE« SECTION F -F TO SCALE 1 1i' 2r� 0 1 B' A -w ixxuna r� g ■ DECK TYPE 4 SECTION D -D 0 1' 2 4d 8 9-n ixaulrcx STORAGE HALL Fl£N ROOM F.F. 10269 M81i �._ ��pp�O l�.unm7mTnipc�riV1�t�116Nuuriivuvnitlifn1111 ril TYPE 4 SECTION E -E SCALE : 14" . 0 9 Ynderwoad Associates 000RD �, m .a.m°:@IsLS m PORTALIS ANACORTESI WA TOWNHOME4 3-5-3 BUILDING SECTIONS DATE SHEET 5/26/05 A5.3 RENSIONS FRONT ELEVATION scut '6' REAR ELEVATION LEFT ELEVATION scA�E : fi 5/26/05 A6.1 I� i T===== .---5------ _________________ LEFT ELEVATION scA�E : fi 5/26/05 A6.1 aEwsoHs Ynderwood Associates 00000 „ a@,em,d,.,.m NOTES i hh Ll T� PORTALIS RIGHT ELEVATION SCALE, l %' ANACORTES, WA BUILDING 4 3-5-3 BUILDING ELEVATIONS PATE SHEET 5/26/05 A6.1 aEwsoHs LVL VSEo Iry TMESF (9NovOF LPI (RESIOENnAL) �oN�E °,�a� R oaosl LaAo e� � AA �T B�IcaIN� �ooE s6 �/ i,z - i.soo �.eoo Lsoo ooN�� FlEvery IR .ISI« E oa BUIL Nv W,ac o IN s FOR Lel-56xrt�D z4" EACH NAILISc. scH[ouLc MN _ FJc STET s,L I-szn :nsoo ze/3i i -n. /r/r _ _ i /r/a" %- /r/.. '/a sg — a -�/4" cn PLr uc pLr p oN ®oNE T ae k eo..oM� alMao.N. ,�>A. N �HEo�LEs m `r aE eERMIT,m kER ®,z cER NAIL"s oN A�TERNArc vacs er m RIRGa DuoTE gasD4Ga MRR R PUOTE $050408 CANTILEVER C 1 Loc NO REINfORCEMENi REQUIRED DUGS INosuaD TOWNHOME 3 — UNITS 2-4-2 NOT TO SGALE pUOFEN,�050610 TOWNHOME 5 — NOT TO SGALE L UNITS 2-4-2 uNlr 2 ATE $Dso4De OUOTENIT 2 pGSGaae V �� Engi�n.eered Waod Products UNIT 2 MIRRORO DUOTE n05 408 TOWNHOME 4 — UNITS 3-5-3 NOT TO SCALE L MlRlr s ROR GUOTE gD5o4os UNIT l QUOTE pG5049J TOWNHOME 6 —UNITS 2-4-1 NDT TD GGALE &nderwood Associates 00000 E -mil mIL��,J�aa�om�,l.<em NOTES i F � w w O K U d W N N I� � �e� Q � � � `® e � U �i D ��T,�u V I SJOIET WER „FILLER &5� ES HANGER cDNNEcnolNs %�---� /, �/ � � ,� `, `, �I �I �� /� � f / � � / RS 00 NOT GUT FLANGE FOR PIPES DATE. 05-12-05 DRAWN CHECKED PT SD PROJECT O. 050412 LE 050412A.DWG PORTAIJS TOWNHOME COEE/ PORTALIS ANAOORTES, WA TOWNHOME FLOOR FRAMING COVER SHEET FLOOR FRAMING DETAILS Nµo�, �'��.o�( ane Ks a�W.LL � �" AIM j�,�aLLe�,WeaNp,��Ee.NAI,EL wIM /'� ��� -�/a"Lw sT ircc (oa �/F" LW � DATE SHEET _ �. — �� � j j r�� �`� 5/16105 o= e .N � a� eEN FLAP =rP� e� � �=rP� PL.N I I ; ; A7.1 oA o� eL,� � L'�L, N,N w �Pu �H� o c�� ��; ; ; FENGIGNG / I e�Tnw e No,� ��o �o :noN NON AIJGNED BEARING WALL PARTY WALL DETAIL GANG -LAM LVL RIM FLOOR FRAMING Ai INTERIOR GANG -LA VL RIM 00 NOL NOTCH ZGANG-LAM �Z POINT LOAD TRANSFER �� PERPENDICULAR TO JOIST � 1 g JOISTS PERPENDICULAR G1 PARALLEL TO JOISTS G✓• SUPPORT/SHEARWALL GE PERP T6 JOISTS R� LVL 9EAM5 F � w w O K U d W N N � w Q � � � v~i¢Q � U �i D D' N1 Z � � W � K � H � � � W O � — O Z ZOO ¢ Z O O` -Q K3� ��Tz 00� LL�a aim DATE. 05-12-05 DRAWN CHECKED PT SD PROJECT O. 050412 LE 050412A.DWG PORTAIJS TOWNHOME COEE/ PORTALIS ANAOORTES, WA TOWNHOME FLOOR FRAMING COVER SHEET FLOOR FRAMING DETAILS Nµo�, �'��.o�( ane Ks a�W.LL � �" AIM j�,�aLLe�,WeaNp,��Ee.NAI,EL wIM /'� ��� -�/a"Lw sT ircc (oa �/F" LW � DATE SHEET _ �. — �� � j j r�� �`� 5/16105 o= e .N � a� eEN FLAP =rP� e� � �=rP� PL.N I I ; ; A7.1 oA o� eL,� � L'�L, N,N w �Pu �H� o c�� ��; ; ; FENGIGNG / I e�Tnw e No,� ��o �o :noN NON AIJGNED BEARING WALL PARTY WALL DETAIL GANG -LAM LVL RIM FLOOR FRAMING Ai INTERIOR GANG -LA VL RIM 00 NOL NOTCH ZGANG-LAM �Z POINT LOAD TRANSFER �� PERPENDICULAR TO JOIST � 1 g JOISTS PERPENDICULAR G1 PARALLEL TO JOISTS G✓• SUPPORT/SHEARWALL GE PERP T6 JOISTS R� LVL 9EAM5 F � w w O K U d DATE. 05-12-05 DRAWN CHECKED PT SD PROJECT O. 050412 LE 050412A.DWG PORTAIJS TOWNHOME COEE/ PORTALIS ANAOORTES, WA TOWNHOME FLOOR FRAMING COVER SHEET FLOOR FRAMING DETAILS Nµo�, �'��.o�( ane Ks a�W.LL � �" AIM j�,�aLLe�,WeaNp,��Ee.NAI,EL wIM /'� ��� -�/a"Lw sT ircc (oa �/F" LW � DATE SHEET _ �. — �� � j j r�� �`� 5/16105 o= e .N � a� eEN FLAP =rP� e� � �=rP� PL.N I I ; ; A7.1 oA o� eL,� � L'�L, N,N w �Pu �H� o c�� ��; ; ; FENGIGNG / I e�Tnw e No,� ��o �o :noN NON AIJGNED BEARING WALL PARTY WALL DETAIL GANG -LAM LVL RIM FLOOR FRAMING Ai INTERIOR GANG -LA VL RIM 00 NOL NOTCH ZGANG-LAM �Z POINT LOAD TRANSFER �� PERPENDICULAR TO JOIST � 1 g JOISTS PERPENDICULAR G1 PARALLEL TO JOISTS G✓• SUPPORT/SHEARWALL GE PERP T6 JOISTS R� LVL 9EAM5 32'-0" —5 7/2" _ 1 _ D(R5�L II I II U 0' l� II I G6 U, �D19)® PARTY WALL SII _;n Bsoi I R P@d _ II --J U gi 20'-0" sT it c 12 tpi_2�4 11-U/81 C PARTY WA1,419.� L3 12 21 LprFlaw 11-718, 11 21 DO S HarF Al 1 rc m _L� m IT TYPO 6. ALL INT SUWPORTS 8501 1-31AXII-G19 TAFF-LIF 2G50 -2,G 1 12 12 I _ _! LAYOUT TYP 1f1 --J ALL JOISTS ARE 11-7/8" LPi 20W @ 16" OC, UNO LOWER FLOOR FRAMING -UNIT #5 (050411) U gi 20'-0" ALL JOISTS ARE 11-7/8" LPi 20W @ 16" OC, UNO LOWER FLOOR FRAMING -UNIT #5 (050411) Underwood Associates WIN Ef 909 7cl Street LAYOUT9311 AN 3suno-GAG i --_ - - I w ------------n o --- B501 FLUSH -- --II -- 8502 E wGAO 'm.�l °m° z e""ae�aale0.omea.F"m O =\ V o > NOTES �(P19)® PARTY WALL Ij Ji I m C Jl ` OU F 1,--.R5) 1�[' .9 T �RS r, L --�h 8503_ ZL 8a hS9 A mLM G___ _— _ _— �.__IF --_____—_----• —_- CDcOjka\ all TIM F / G5 V _ u 0 PARTY WALL(o19F I0 Of .I om B509 lid J J L� - (G3)TY? ® ALL INT SUPPORTS V� II TYP Gt O6 a 1�n _ BSLO__ m— U > ro w Q Z U U TAT Z W CA% O a � W w 0 �I– VJ � ALL JOISTS ARE 11-7/8" LPI 32W @ 16" OC, LINO w o aT o N U O Q S MAIN FLOOR FRAMING - UNIT #5 (050411) 0 77 z o o z Q o PORTALIS "IR ROTOR t O3 a,G3N - "" _ U Fail "s.rtpttm It—w. x- It it F W Z W O 12 Ir -32W 11-7/8 15 12 72 K ANACORTES, WA A)21 IF -32W 11-11V 5 21 IL5 0 33 -32«11-1Ato ,t „s DATE. TOWNHOME4 eef"tr 05-06-05 I 3-5-3 Na.. "Pett-ot-M .t-ee an I. it DRAWN CHECKED I MAIN FLOOR FRAMING PLAN LIT I j 31LXI FW9 G — P T SD UPPER FLOOR FRAMING PLAN FRI:B502 5- GIULIN 24F OR 1 21 21 ROJEDT R503 /2R111-7/6 GANGl G950-2�O 1 32 32 P . 050412 B50E GANG -IAN DATE SHcn B505 QFAl 29'0-2,Q 1 21 21 1 s X1LE 6/16/06 BF08 3-1 1. a 05041FDHG F5 �2ot2 PORTALIs2TOWNWOM E� AT5 „e .""Net ree� inti"" Ga: LP UUrNNIIT� #/5 REVISIONS iff251:2 YRCN GOR 19 Engineered Wo "d51v ,: t , n xt, _," A1.r �� 3 Products 12 tpi_2�4 11-U/81 L3 12 21 LprFlaw 11-718, 11 21 DO HarF -Flies _L� L0nC'1Dt1Qn IT _TJ, OF 8501 1-31AXII-G19 TAFF-LIF 2G50 -2,G 1 12 12 OfFISSOpips Underwood Associates WIN Ef 909 7cl Street LAYOUT9311 AN 3suno-GAG i --_ - - I w ------------n o --- B501 FLUSH -- --II -- 8502 E wGAO 'm.�l °m° z e""ae�aale0.omea.F"m O =\ V o > NOTES �(P19)® PARTY WALL Ij Ji I m C Jl ` OU F 1,--.R5) 1�[' .9 T �RS r, L --�h 8503_ ZL 8a hS9 A mLM G___ _— _ _— �.__IF --_____—_----• —_- CDcOjka\ all TIM F / G5 V _ u 0 PARTY WALL(o19F I0 Of .I om B509 lid J J L� - (G3)TY? ® ALL INT SUPPORTS V� II TYP Gt O6 a 1�n _ BSLO__ m— U > ro w Q Z U U TAT Z W CA% O a � W w 0 �I– VJ � ALL JOISTS ARE 11-7/8" LPI 32W @ 16" OC, LINO w o aT o N U O Q S MAIN FLOOR FRAMING - UNIT #5 (050411) 0 77 z o o z Q o PORTALIS "IR ROTOR t O3 a,G3N - "" _ U Fail "s.rtpttm It—w. x- It it F W Z W O 12 Ir -32W 11-7/8 15 12 72 K ANACORTES, WA A)21 IF -32W 11-11V 5 21 IL5 0 33 -32«11-1Ato ,t „s DATE. TOWNHOME4 eef"tr 05-06-05 I 3-5-3 Na.. "Pett-ot-M .t-ee an I. it DRAWN CHECKED I MAIN FLOOR FRAMING PLAN LIT I j 31LXI FW9 G — P T SD UPPER FLOOR FRAMING PLAN FRI:B502 5- GIULIN 24F OR 1 21 21 ROJEDT R503 /2R111-7/6 GANGl G950-2�O 1 32 32 P . 050412 B50E GANG -IAN DATE SHcn B505 QFAl 29'0-2,Q 1 21 21 1 s X1LE 6/16/06 BF08 3-1 1. a 05041FDHG F5 �2ot2 PORTALIs2TOWNWOM E� AT5 „e .""Net ree� inti"" Ga: LP UUrNNIIT� #/5 REVISIONS iff251:2 YRCN GOR 19 Engineered Wo "d51v ,: t , n xt, _," A1.r �� 3 Products rRMAS Its yah ®Nom.ae.com ALL PROANDE AND SUBMIT THE BUILDING DEPARTMENT ME FABRICATION AND LL AS ASSURED AF OFFERED MUM�STRUTH TO PONT. AS ACIDIC 2 °" CC MOCK UNDIONETE FADE SUPPORM, USE METAL IT - PIECES SPEAR .ALLNHIP AND An NAL. BE BUILT UPON ALREADY ATTACHED NO RETAIL ME BEARCe USA ADD A ARMED HIS CHIP OR ODDS RUSS COLUMN OF ALM PREFER MUM ROOF IS BASES UNISM NOTED h s OF V sari! orz me�nre src ruH PIECES HEARING RACE VAPOR le EAT WALL sia' ape µo"o`a `�o BE MIN. 30 VARL(Ce. � ux ..,... UNIT TYPE 3 UNIT TYPE 5 UNIT TYPE 3 i 1 i 1 I I I I , Me I— l! I �: - I I - f � • I I i I �� 1 I I I - I I •I J I ' I I I I I I , I I I I I i 1 t E i j I I I , I 1 t I I I I I I , { I I I i 1 I 1 I I IL ! I I ! -___-_---.--.-.-. I 1 t j i t 6- I ''. -� - -- _.- I--'- - - - - -1' w -- - ---- -- - - -- -- --- !—....�.Mer — — I. .. - — —1 i I , I I I I I I i i ------------ ------------------------- ' 1 -1 _ 120 24 6 I I I ART TMI r- i i I t rRMAS Its yah ®Nom.ae.com ALL PROANDE AND SUBMIT THE BUILDING DEPARTMENT ME FABRICATION AND LL AS ASSURED AF OFFERED MUM�STRUTH TO PONT. AS ACIDIC 2 °" CC MOCK UNDIONETE FADE SUPPORM, USE METAL IT - PIECES SPEAR .ALLNHIP AND An NAL. BE BUILT UPON ALREADY ATTACHED NO RETAIL ME BEARCe USA ADD A ARMED HIS CHIP OR ODDS RUSS COLUMN OF ALM PREFER MUM ROOF IS BASES UNISM NOTED h s OF V sari! orz me�nre src ruH PIECES HEARING RACE VAPOR le EAT WALL sia' ape µo"o`a `�o BE MIN. 30 VARL(Ce. � ux ..,... rRMAS Its yah ®Nom.ae.com ALL PROANDE AND SUBMIT THE BUILDING DEPARTMENT ME FABRICATION AND LL AS ASSURED AF OFFERED MUM�STRUTH TO PONT. AS ACIDIC 2 °" CC MOCK UNDIONETE FADE SUPPORM, USE METAL IT - PIECES SPEAR .ALLNHIP AND An NAL. BE BUILT UPON ALREADY ATTACHED NO RETAIL ME BEARCe USA ADD A ARMED HIS CHIP OR ODDS RUSS COLUMN OF ALM PREFER MUM ROOF IS BASES UNISM NOTED h s OF V sari! orz me�nre src ruH PIECES HEARING RACE VAPOR le EAT WALL sia' ape µo"o`a `�o BE MIN. 30 VARL(Ce. ANACORTES, WA I. 353. ROOF FRAMING PLAN � ux ..,... ANACORTES, WA I. 353. ROOF FRAMING PLAN WE POOR UI PER RM WALL RACE NW WALL (PEN PLN, ,Da . < AO CHIP) FEAR SAAR FRAM]NUFRAPPE) ��' 51Gp EI (PER Pux) US PER DROP) OR HALT PER HEAR Iff WEAR �'�DTPD1E III III III III n�I '�� ANCHOR �Co1RNNN xExcxHAD � �A <INE w�� OC ENT DREW WALL (PER Pura OEXTERIOR SHEAR WALL -JOISTS C EXTERIOR SHEAR WALL -SLAB r ` r -B' FLOOR SHEAR TRANSFER - ° Pux PAI D�EDU,T O» ASi ( HOROCRUSEL�CAME EARING I -\NUNcP� \� MEDIATE SI TER, 51 / WAR PLA] FRu.,INc PuxCREEP \ / er ctrvws DEEP CUP PER PROVIDE L50 PER FACED "CCR1cN TO I WERE SHUT1INC IS NOT xniuxc Pu Plw� WCA lPEPEN Ris au JmsT Tw _ / F U�JOINT �0P MUST PUT JOINT TOP; HIA iW�� cwD. xuux TEP PER WALL\ice FOR �1 TOP OF SHEAR WALL TO ROOF FRAMING _ �II TOP OF SHEAR WALL TO ROOF DIAPHRAGM F. FRAMING PARALLEL TO WALL SHEATHING MAY BE ONI ON CAELF TROCHEE ONLY IF FUSEE MANUFACNRER DESIGNS THE TRUSS TO BE ABLE TO TFANSTEA LATERAL LOAD OF ME P,F FROM IOP ,sa • o D. CAS WAus PON PLAN CHORD i0 BOTTOM CHORD. - DOE sD/m FUND PER mT�� xarv, OD I DELTA w,id �,`-SO �xw�sPMPux DRATIF CRAP EEE CASSOPI PEROT II s (3/,"1 uN *id RE as M, a E STAN,<,,, CLIC VERT AND NORM �,i 14 As TOO, ` JI I II I e SCHEDULEURI FaR FINE RA II ., DT MR. ADD HEAR II I . y 0I = CERT BAN roR¢ II J, 71 . EEE Ax, FOR TM3 II II II _ II e N 'u .. a I � wuN Mswxc DRrns,oP W.w Sru,xINc FEE MAN PLAN TWU FLOOR TO FLOOR SHEAR TRANSFER r = r—°. ---------------- `Ra 15If AIDE \ TO uw s,°Cw (ml PRO c �.nxDSH MAY BE IF HEADED A DDs TO EM,»Ee fONDEL,A -4 - - - -- - 17 CONCRETE wBNDA„M _10 770 TRANS].,<PC�All MERC1-3/r ad JmAF RAN 76 NMJTF OR RAN ERIC OF PAREL �(MLa�x„ I� w�"P� Pus, FLOOR TTOFLOOR SHEAR TRANSFER s~EAR ®ALL PM PLAN RATE PLATE HI PEN 0 6- MCI ! w.ulLENI IR IwD PM PAN TWU FLOOR TO FLOOR SHEAR TRANSFER r = r—°. ---------------- `Ra 15If AIDE \ TO uw s,°Cw (ml PRO c �.nxDSH MAY BE IF HEADED A DDs TO EM,»Ee fONDEL,A -4 - - - -- - 17 CONCRETE wBNDA„M _10 770 TRANS].,<PC�All MERC1-3/r ad JmAF RAN 76 NMJTF OR RAN ERIC OF PAREL �(MLa�x„ I� w�"P� Pus, FLOOR TTOFLOOR SHEAR TRANSFER EH�R w.u- @ER PLAxI OALT. FLOOR TO FLOOR SHEAR TRANSFER (OFFSET SHLARODAI 1'-Iy /1c' ose�s�TMap6 JY` T/,6 DSB use() SAMAIL - \ ° - PLAN � T� % 2-D PRE„ AREA ORTNOROURI Ea Dspa (w,H S) � PCs /..11y� / reo,x EES) Ap WASTERc X LAN Ynderwood Associates 00000 No °aal,o ,Arom NOTES P�PUN� PORTALIS L AxsR Y,uD.--II II c ANACORTES, WA t TOWNHOME STRUCTURAL DETAILS ELEVATION ELEVATION I f � PARTY WALL FLOOR FRAMING �. PARTY WALL FLOOR FRAMING � GARAGE PORTAL DETAIL /'� ALTERNATE GARAGE PORTAL DETAIL RANEE, 5/23/05 S1 RE�BIONS SI Ali (PER UNI ! w.ulLENI meD<DC0n ,-T/. INN �». � BASS EH�R w.u- @ER PLAxI OALT. FLOOR TO FLOOR SHEAR TRANSFER (OFFSET SHLARODAI 1'-Iy /1c' ose�s�TMap6 JY` T/,6 DSB use() SAMAIL - \ ° - PLAN � T� % 2-D PRE„ AREA ORTNOROURI Ea Dspa (w,H S) � PCs /..11y� / reo,x EES) Ap WASTERc X LAN Ynderwood Associates 00000 No °aal,o ,Arom NOTES P�PUN� PORTALIS L AxsR Y,uD.--II II c ANACORTES, WA t TOWNHOME STRUCTURAL DETAILS ELEVATION ELEVATION I f � PARTY WALL FLOOR FRAMING �. PARTY WALL FLOOR FRAMING � GARAGE PORTAL DETAIL /'� ALTERNATE GARAGE PORTAL DETAIL RANEE, 5/23/05 S1 RE�BIONS Ia�aw,.� ropa��A ELEVATION NUO weu PER Mux TRUSS TO WALL CONNECTION �Dp �sE�g � ADS VDID)REOUNpa . /EaDR USSR K TE LAN MMIIIII I I I I I I I I L: I �£ STAN EExDTR PER MA, � § PER P M LONER iNP .. 9 FLOOR SHEAR TRANSFER _ i_0, DR�L a ���L�R MAN x�LL HOLES Z,RSR w,� PEa �,'� SHEAR WALL TO BEAM DRAG STRAP "w-°�xuu� /e�'vaxt (N15p.Ppw _I fDEw�w TRE /H„p-MMON. IL 2_v FLOOR TO FLOOR HOEDOWN canax w/ e[AG eao'x BE UP MA ouBEING oErs�iu9EAs w/ TaP Dr BEAM Afs�NKESvxh MAY BE CHDO pdocac LEDGER CONNECTION RLAN `ee xAuc EA RUN ON MESA (m) Underwood Associates 00000 ETA 7� MEET' AnacoU swawn1 01 E��iUmme�ee�va®�,emec�.eom incEvp`a" pis= a5 NOTES �n PORTALIS ELEVATION ANACORTES, WA CSHEAR DETAIL TOWNHOME STRUCTURAL DETAILS onT[ sneET GIRDER DETAIL 51231as 02 (coN nxc� = r-vr O REOSIONS NOPeMMEAux STRIP is U" TNEEDED 1 NA tNO ME NO SHOP WA. ?BIT PLAN �Dp �sE�g � ADS VDID)REOUNpa . /EaDR USSR K TE LAN MMIIIII I I I I I I I I L: I �£ STAN EExDTR PER MA, � § PER P M LONER iNP .. 9 FLOOR SHEAR TRANSFER _ i_0, DR�L a ���L�R MAN x�LL HOLES Z,RSR w,� PEa �,'� SHEAR WALL TO BEAM DRAG STRAP "w-°�xuu� /e�'vaxt (N15p.Ppw _I fDEw�w TRE /H„p-MMON. IL 2_v FLOOR TO FLOOR HOEDOWN canax w/ e[AG eao'x BE UP MA ouBEING oErs�iu9EAs w/ TaP Dr BEAM Afs�NKESvxh MAY BE CHDO pdocac LEDGER CONNECTION RLAN `ee xAuc EA RUN ON MESA (m) Underwood Associates 00000 ETA 7� MEET' AnacoU swawn1 01 E��iUmme�ee�va®�,emec�.eom incEvp`a" pis= a5 NOTES �n PORTALIS ELEVATION ANACORTES, WA CSHEAR DETAIL TOWNHOME STRUCTURAL DETAILS onT[ sneET GIRDER DETAIL 51231as 02 (coN nxc� = r-vr O REOSIONS FOUNDATION AND SITE PREPARATION GENERAL ON 15 SITE AS MET DEMANDS US CARL EMITTED UNDERGROUND LOCATION BEFORE END ANY DIGGING ANYWHERE ON THUS 51TE Or ANY DEPTH -800-424-5555 VERIFY � DIMENSIONS AT SIM ALL DIMENSIONS ARE TO SUISSE R COOPER LINE OF MOO FRAMING MEMBERS AND CONCRETE UNI AM STUMPS & ROOTS STAFF BE ABROAD) TRW WE GROUND TO DEPTH OF 12 IN THE AREA ANCHORED BY LEE BUILDING, NO MCAVATEED MATERIAL IS TO IM USED FOR EACUMIM UNDER ANY ONCRETE WITHOUT APPROVAL OF ME GUY ALL ALL UNDER CONGLACHE BE COMPACTED PIT -PUN FILL TO WOU • ALL WOW USSR IN FORMING AND PLACONO CONCRETE IF MEN E GROUND OR BETWEEN FOUNDAMN SIBS & ME MOUND MOVES REVERSE ALL FROZE OR CANCER GROW IN CONTACT W/` MRE E • CI ACCORD ACCESSIBLE UNDER-I'VOR AREAS SHALL BE EGRESS MR! A MIN 18' A 24' DEFEND IF ACCESS IS THROUGH ME LOCK AND IS' A 24 IF ACCESS IS MOROUGH AN EXTERIOR WALL CAUSES SHALL BE UNOBSTRUCTED BY PIPES HEAT DUCTE ETL. IF FLOW IS ORESUND AN PERFECTLY WALL A 16 INCHES WIDE AND 24 LL OPENINDOWN MGM UNDER ME BUILDING. CITES IN DEPTH G BECAME NOT DE LOCATED UNDER DOORS LEE INTO ME BUILDING. CORONA] F OF FOUNDATION SENT FOR EACH 150 BE AT BLOCK AREA, AREA SINUCK a FEET OF CORNERS AS AM GEN N WITH TOW-REi� xT ARRA MESHARCANE B ERHEM FOUNDATION DRAINS MUST BE INSTALLED AROUND FOUNDATIONS MAT PUMPS SAW AND PROJECT HABITABLE SIR USEABLE SPACE GLOW GRADE� LESS. PIPES. MOD OVER APPROVAL MATERIALS MUCH SCHARGE ¢ Trea09 MECHANICAL VERSUS TO AN APPROVED DRAIxAG VAPOR CARTER: WAR GROUND AT CRAM SPACE ARM MIU 5 MIL LACK STURE BARRIER, LAND UP T AND [EA PENN}°O EXTEND UP MENSWEAR WALLS A MIN. 12. RE o[O°o'A;BASEMENTS BELOW N E DAMP -PROD ] CONCRETE AND MASONRY WALLS. D SAMETH BE ENGAGED iO[UP B,G,OTECT i,;] PI �. RDucN 1. YARD PIPING FAR WATER SERVICE ISRAEL BE AT LEAST 12 INKERES BLOW MADE WATER PIPES MAY NOT RUN OR LAID IN ME SAME FRENCH AS ME BUILDING SEWER OR DRAINAGE UNLESS HOW Or ME FOULOGANG CONDITIONS ARE MET A ME MOTOR OF WE WA� PIPE, AT ALL JOINTS SHALL BE AT EAST 12 INCHES MOVE ME TOP BY ME SERUM LINE 8, ME WATER PIPE MAGET BE PLACES ON A SUED ELF UM DECIMAL DISTANCEXCAVATED AT ONE OF,2 FROM MEDE OF ME KGRAM OR DRAH WONM"I[UFO CONCRETE AND REINFORCING 1. MOUTIC TOP SURFACES MUST BE LEVEL FOOTINGS SHALL BE LETTERS WEN TO CHANCE ME TOP SURFACE OF A BOEING R WEERE THE 0070M SURFACE OF A FUNDED EXCEEDS A 0% SLOPE H CDNaRE,E AND MASONRY WAVE. PC SLEELVES SHALL BE PROVIDED DEAD a13,OTECT Dj PI 'xc THROUGH RD SOL OIL OF SENT sF DMI BE PLAYED GREATLY AND TTO ExrtxD A Rix °OF C BELOW FINISHED GRADE. ITS WALL VERTICAL REINFORCING STEEL 70 CONTIGUOUS EARNINGS SNEI ALL REINFORCING STEEL BELOW GRADE TO ARE A RE IN EMBEDMENT, LAP AM REHAB SI AND CORNERS M AR DRAMETERS BUS 24 HOLOOMS WALL TO FOUNDATION CONNECTIONS USING LOUDMOUTHS NOT FARE THE HOEDOWNS ATTACHED TO OR HOUSE) ME INSTALLED AT LURE OF FOUNDATION INSPECTION,XFORCING STEEL ALL FAUNDADOM WALL UR[ (SHY MUST OWING GIRDERS GIRDERS AND JOISTS TO ME GROUND. MUST WE x,RURAL RESISTANCE TO DEC [ai,s�j wNOD OR WOAD OF N Z ALL MOD IN CONTACT MR CONCRETE MASONRY OR EARTH MUST E PREESSURE TREATED MAX 08 FOUNDATION GRADE CEDAR OR CDXAW)U AND MARKET BY AN APPROVED ENDS OF CONCH=, [ GAME POSTS MUST BE RE TREGATED OR AGENCY T EFEBRUARYTE ROUTEVYIN HAW CONTACT WON 3PRESSURE TREATED BOLT STAFF BE USED FOR THOSE TORTONI F WOOD MEMBERS ATCH LOGO ME STRUCTURAL SUPPORT OF UITUDINGS BALCONIES, TORCHES ETC. MEN SUCH MEMBERS ARE MODEL TO ME WEATHER "FRONT ADEQUATE PROTECTION FROM A aEOVERHANG SEE OTHER MAPPING SUCH MEMBERS MAY O`OOSE GIR°cns. JOIST AND DECKING, ROTE. Pass AND CALUMNS. EAY x]Ns PRATsOPSSALLS sHna�pMw AIR SPACE E/2i, x NDU31 1,OF 4 5, POST CONNECTOR POUNDS � M"W: CHNNECTON BETWEEN ME CST SUPPORT Ac POST AND BETWEEN THE POST AND ME DEAD REFLECT TO ENSURE AGAINST UPLIFT MOD LATERAL EASPICICEIRENT 5 PONT MATERIAL STRUCTURAL EXTERIOR AND SPENDS N L. GI[ ou 61 LOOMS [UNIT BE PRESSURE7 FASTENERS FOR V NDAINT MOD UP HOT xITERLcrzlrimmPFN (EEONDi1/2IN INCH STEEL, OR SI FRAMING WALLS WE WEALTH ABOVEY MEN EXCEEDING 4 FEET IN HEIGHT, SUCH MUST BE BARRED OF STUDS TRANS ME SIZE REWIRED FAR AN SEAL STORY CRIPPLE WALL LESS VAR 14' HIGH MUST BE TOM AN AT LEAST ONE SIDE ADD FASTENED TO TOO AND 807M S OR WE CRIPPLE WAIT HAW SOLID BLOCKING. WALLS As. E. BE BURACED M WALL PANEL SPACED NOTORE DROUGHTS FLOW MERE TMµUIRED 18 FEET. PC COLUMNS MUST BE EST AGNED TO PRETENT LATERAL XCEMENT AT ME BOTTOM. CLUMN AND POSTS LOCATED ON CONCRETE MOORS EXPOSED ED ME WATER SPLASH OR IN MASENTENTS MUST BE SUPPORTED BY ME HERS OR METAL PEDESTALS PROTECTING ABOVE ME FRAMES US MOROCCO WOOD AT NATURAL RESISTANCE TO DECAY OR R5s 3 USED, ME PEDESTALS MOM PROJECT AT VAST S' EX o°ED EARTH AND AT LEAST , ABOVE SUCH MOORS. MARATON WERE SHALL BE MAINTAINED A MINIMUM CLEAR EASE OF A JORGE WH A OR ME WOOD o "[TH UR"L RESISTANCE ESTS OD AND FRENCH, CETO DECAY OR EARTHS. ALL AN TABLE Oz AS)ANDps i 5(2) oxsnr THE MINiNN AN ARGUES SHALL W BEARINLESS G IS. ENGAGED THROUGH OTHER LACROSS WON PROPER SIZED FRAMING NE. HORNEEDED OR LUMBER OF EQUIVALENT CLEAR VERMONT AGE EACH END ADEQUATE R [itVAPOR ij OR MARBLE OF TREK OR EQUAL OVER Aa PROCESS ERESU � PLATE KRONOR MOO OPEN WAVE MUST BE CAPPED YET A LE TOP PLATE INSTALLED TO REGARD 00SPLAPPING AT CORNERS NTERI WHY T AT BOOST 24 BEARING [R Rax]°ss END JOINTS MUST PPLACE eE INCHES JULES, ANY SOLD IN AN EXTERIOR WALL OR WASHING PARTHON BE CUT GO NORMAN TO A DEPTH NOT EXCEEDING 25 PERCENT OF AGO STUDS IN MON BEARING PARITIONS MAY BE SOURCES EX A NOT TO EXCEZ) RE PERCENT OF A SINGER STUD MUN. ANY WAY BE BORED OR DFULTERA ENOUGH) FLAT THE DIAMETER OF ESULTNO HOLE IS NO GREATER MAN 40 LEE EDGE SO ME HOLE IS NO CLOSER A°NCHTATHREATEN IS NET ALLMED ED THUS PROJECT N B O ME ON AS A COT OR NOTION EXCEPTONS A STUD MAY BE MULD TO A DIAMETER NOT EXCEEDING 60 ENT OF ITS WOULL PROVIDED MAT SUCH STUDS LOCATED IN GOR WALLS OR BEARING PARTHROM ARE WOUBLED AND MAT NOT WAN TWO SUCCESSI BROS ARE BORED WATER OF ME STUD. AGE ME HOLE IS WAY LOCATED IN LEE SAME APPROVARME MANUFACWD PHONE MAYTURERS E RECOMMENDATIOND WEN S.I"ARG EG] DE METAL WAL `" WIRIrvG COMES ALL LOCATIONS MERE WIDTH IN `,,i<� IN ANG OR F ,HE EDGE OF ANY STUD. ESBLOCKING �ESMALL AxoRHoRi oxinLCUT OF ao To PET ME ROSE SPACE Ere ER602 60Be7 s oR Es. AYxo BETWEEN A. TDP Error STALL FIRE BLOCKING AT IS CONCEALED SPACES OF BYRD WALLS AND EMOTIONS. DING URGED SPACES AND PARALLEL YOU Of CRUDE OR SUGAR STUDS AS FOLLOWFUL a VERTACCALLY AT THE CEILING AND ROBB USAGES IS HORIZONTALLY AT HONEYBEES NOT EXCEEDING 10 FEET AT AM INTERSENNECTONS OCTOBER CONCEALED SOURCE AND ORTAL SPACES SUM AS OCCUR AT SOMM. DROP COLORADO AND IN CONCEALED SPACES BETWEEN STAIR ROUNDUP AT ME LAP BOTTOM OF WE RUN AT DESTROY MOUND MEMBERS, PIPES, AND DUCTS AT CAUSE AND A LIGNAM. RIM AN APPROVED MATERIAL TO RESIST ME MCA AM OF FLAME AMID PRODUCES AT C�BUSTI FOR SIM BUILT CNIANES AND ARDEFTELEACM. PRE BLOCKING MUCH MINIMUM AT 1 INCH VICK AND SUPPORTED US METAL STRIPE OR LAW SIM AT ME USE OF BUILDING UNIT SEPARATION. EADEAASALL HUNGARY IN BEARING AND EXTERIOR WALLS ARE TO AVERAGED WITH A HEADER AS INDICATED ON PLAIN OR PLAN TUD PARELLONS CONTAINING PLEMBING, HEATED. OR QUEEN PIPES BE SO FRAMED AND WE JOIST UNDERNEATH SO SPACED AS TO PROPER CLEARANCE EGA ME ATOM, WHERE A PARBn� ANN SUCH PIPING GULF PARALLEL HE ME FLUOR JOISTS, THE A UNDERNEATH SUCH HAMMON SHAM BE XUBLEM AND SPACED NEXT PASSAGE OF SUCH PIPES AND BEAUTY Or BRIDGED. WERE BING HEATED TOM 1VER mT1cT x� OF LESS NB/2' W OPLATE ACROSS AND TO BUNCH SIDE OF ME AFFORD WTH NOT FLOOR ERi,sos]ORM WX 2' WDE BY FUEL JOIST DEPTH SAME 9TOCKINO, RIM TnED a M. x0x0res pF ARE REQaacD F1rvISH AYNo TWE. JOIST CAUSES OR OMER o PRO OF JOIST SHALL NOT EXCE1/4 JOE JOISTS DEPTH AND OCRED ARE NOT TO BE Alli 27 OF ME TOP OR MILLER MINE ARE NOT TO BE ANY BIGGER N ME DEPTH OF THIS NOTCHES 1/6 MEian DEPTH OR ac NOTPERIM17T o IS THE NOT or THE SPENT CLOUDS ON ME ENDS OF SEES JOISTS MAY N07 EXCEED FOURTH THE JOIST BERM. NOTCHES IN WE TOP OR BOTTOM OF S MAY NOT EXCEED ONE-MXM ME DEPTH AR BE LOCATED IN GET ONE TRIED OF THE SPAN, HOLES BORED IN JOISTS MAY OT ME JOIST, LEOLE OT F ME JOIST, AND AWLER OF ANY HE SUCH AND HE TOP NOT WITHIN ,S OF EACH OTHER N5 2 N07CHING AND BORING OF SAWFACTURED FLOOR JOISTS MIRROR E MANUFACTURER AND FOLLOW VAR REQUIREMENTS FULLK NT ON BY LLNGa SnR CENTS, BOMBS MOD LOCKING,AT EACH BEARING POINTPREVOR OUNCE BY ENDING PEARIFTIONS PERPEWCALAR TO JUSTS MUST NOT BE BY FROM SUPPORT BY GONE VAN WE DEPTE OF ME SOME. AT ON DOUBLE WALK ME REQUIRED UNDER PARALLEL CAERE BY EMT HANG RS OR LEDGER STRIPS. O PATIC LUSTY FRAMES INTO BEAR OF GIRDERS OUST BE ERNST IN FLOOR CONSTELICTON, JOUSTS ND BEAMS MUST HAW EBB WE lZ5 INCHES V ,Ess mn B CSFs ox CONCRETE�NEEDsj°o OR MESAL AND NOTMY PLEADED AND OSEr SUBLUCARING IS M WE CLUBS TO THEGREEN FRAMING MEMBERS. GLUE IS ill BE APPLED IN CRAFTENHANCE WTH MANUFACTURES DIRECTIONSASHING: FYCH AND COUNTER FLASH ALL EXTERIOR EARNINGS ASRED TO MARC VAR WERYTHERPROOL EXCERIOR SHELL E TWO BOARDS ARM. AND TO ING, SIDING OR THIN. PROM Or A 15 E MI BEACH ON ENDS OF JOINING WANDS AKE AM ROOF PENETRATIONS MY CLOUDY EX. AN CONSINCLUOUS SIDE OF RIDGES ROOF i�[Brseoiiixij IF ExPosco ox uxornsADE. MGRADusr eE EATON SECURED AMC AND WOMEN SPACER MUST HAW BETWEEN FOR EACH D AGAINST ME ENTRANCE OF BE LESS MAN 50 OF LEE SPACE VWXION-RESISTANMET /4 WINGS[ I SEE E,c� ONs UPENANG MEN USING BLNWx_IN DAM MUST BE INSULATIONOVIDED AT TMAW=EC DD=;�„ PRB02 =S) DESIGN =NAL IN ACCORDANCE ART, BE DESIGNED BY A I�> ,, STANDARDS.. L ROTATION STABILITY."o AiA BRACING MUST BE PROMED R DANCE WON O PREVENT LATEREHE INDIVIDUAL BEGUN ERASMUSB A MEMBERS MUST NOT BE CUT, NOTCHES. DRILLED, SPICE). AREA ALTERAD IN ANY WAY WITHOUT JUNE APPROVAL OF A ED DESIGN PROFESSIONAL. ATTECRATIONS RESULTING IN ME Or LOADS MAT EXCEED THE DESIGN LOAD FOR ME cAPAYBLE OF SUPPOBE SUCH ADana,AL LOADING DEST WERHACALOW! MAT TM[GUESTS TRUCK SAFETY GENERAL REDDIREMENTS EBB ENTRY SAPLESS MUST HAW ABLE WNCOW OR EXMOOR DOOR APPROVED FOR O Ess PLurvLr WIDELY EGRESS EVERY WHELAING ROOM MUST HAW AT LEAST RE ,EEECY E�(SU°EE"USE GRH``"Eia F RESCUE. FET IMUN o LLEA OPENING ATOM OF 20 INCHES. MORE THAN « INCHES ABUSE TOP FLOOR NET CLEAR OPENING EFFORT UP 24 `° HRI D A `I T1 NIMU2"i C ACCESS MUST HAW MINIMUM SIZE OF 22 A BE H DEUCE HEADROOM AND BE READILY ACCESSIMEE Ice I AD ATTENTIONS: MAN MEN IS PERFORMED MAT REOUIRER A A MEN A DUMPING ROOM IS ACCRUED, WE ENTIRE BUILDING BECAME NEW SMOKE ALARMS A SMOKE )CLASS MUST BE MEDIATE VICANITY. JORGE MUST BE AT LEAST ONE SMOKE N EMERY FLOOR FROM S AND GTED."`USA]SrcEIBC FOR T BE BUILDING ON EXCEPTIONED. BOB MUST BE INSTALLED WHEN A DECK R 30 INCHES OR DW UNABLE GUARDS MUST BE A MINIMUM OF 36 INCHES IN A BE ABLE US WINSTAND LOADS AS SPECIFIED IN TASUR OPEN GUARDS ST ED FEES GANNET PPAT ASS PATTHRTERN SUM MAT ""SPHERE , INCHES IN DIAMETER DRYWALL NAGE SEPARATISM. WARNER MUST HE 12" E AND ATTLIC SPACE WON NOT LESS A/RON AM SHE IF WERE IS suPPOrenME DRAINS MOST RsNAPDRALLADVESE FILLADRYWALL AND AN w W 1/z DRYWAV. URGE 2] AGE MANY OWES ANY 3/8' MOD OR METAL DOOR, OR A 20-M ILLM pTEo DooRios.,] DRAILLwepME FLOOR SURFACE IN A CANADA MUST HE L FLOOR, 3E AND SURGED TOWARD ARE LARVAE DOOR OR aONR wFRED1gro'Z' ANOVA DRAIN MET WON WATER -BREAKFAST BACKING AM ISRAEL BE INSTALLED TO HAVE A MIN XTAL CLEARANCE SIDES RUTH A MIN. CLEARANCE OF 3� AY MArvIMUA OF ,a HEIGHT ABOVE CARACA FLOOR,ATFORM SIDES, TOP. & PLEASED IN A OVERACE, SET UNIT ON ALG[Rw 1305] RD E PLUMBING GENERAL REQUIREMENTS FEWER NO PLUMBING DR AT BE COMPACT, CONCEALED OR"PBUILDING UT IN E AFFORD °UI IT Has MD. INSPECTED, AMID STRUGGLE. [UPC 103,al.31 PLY BESIDES PLSUPPLY ROBINS MUST BE TESTED MIN WATER sSUREu MBING . EXCEPT MASON PIPING ED PSI AT [uvc°Oio,ING. PLUMBING DRAINS MUST BE TESTED WAN WATER WE NCHEST BENT IN SYSTEM OR s PG AIR PRESSURE EXPANSIONOMPECTOW ALL PIPING PASSING UNDER OR THROUGH WALL PROTEARD FROM BREAKAGE SHADOWS PREMIUMS MUST FDR GUYS ARTHUR GH Cop COHOT NCTER RETE s AN THE GROUND MUCH BE AMLY WATER PONT: HORIZONTAL PENN MUST BE UPPORTED AT F nes MAY NOT EXCEED a FEET ON CENreRMY CLOSE INTERVALS TO PRESENT SPGCHUNG 3142 SUPPORTS A] RUPOOL SOLVING MUST PROWDE PRPC AxEL of T DIMENSION TO ACCESS ME [U415.1] RE VALVES MUST BE PRODUCES WOW A DRAIN, NOT SCH RCING DOWNWARD > INCHES ADOW GREE i P= 05;oLIo 5 BHIPING MAY NOT DISCHARGE ANTU A WATCH HEATER QEBAR [UPC 503471 MR HEATERS MOST BE ANCHORED OR SUREAPPED IN THE 0 LOWER THIRD OF THE TAW NO REACT M P=rAaaNCHES a=ROoW ED BETWEEN METO LOWER STRAP AND THE TR Ls. QMACE MAY OCCUR ;RE �LPBEETE BEAMS, H A MINIMUM ;,^[EN L AM PLUMBING FIXTURES cAULxeo OR SEALED AT THEIR RAS[. INCLUDING U 407,21 TOILETS, MUST BE FACT PROJECTION AEG WATCH HERB 70 BE PROJECTED FROM IF WATER LINES ARE NOT LOCATED COMPLETELY BETWEEN PACE AND INSULATION PROVIDE INSULATION AS MOORS TO LEAR ARE PROTESTS FROM FREEING ELECTRICAL S AND EQUIPMENT Gr & WE PROTECTOW MECHANICAL GENERAL REQUIREMENTS E MAY RE Br E Balai °sE_111] ,o>aoveo DING COMBIINCONNECTED [I% RPAY SAYE EDPMANURE CAUSES 5 TIMES WEMEN FOR TRnTING PRESSUR: GAS PIPING MUST AD TESTED AT NOV E AD GBEASSUM PPER 1 ENT IN GARAGES GAS APPLIANCES CORI A GLOW, �AMF CAPABLE OF I FLAMMABLE SATURN MAY BE E F ooR�URNERS. PLATES AN S ,UDE GARAGE PROMISED RE EUEV WE A? LEAST IF INCHES AYD°vs ES BASES DUCTS MUST BE SMOOTH METAL AND BOARD WE DJI_DIN[U STEARNS SHAM NOT BE INSTALLED RT TERMINATES DUCTS MAY NOT BE CONNECTED OR TH SHEET METAL SCREW MAXIMUM DUCT LENGTH IS NO aAx"S FEET FOR EACH Bo DEGREE DEN FOR xMMEMING INTO THE BUICKAEGAL Eo,"AND ENGTH MUST BE REDUCED `° ST FANS BALFROORG LAUNDRE ROOMS HOWARD ADD US MUST BE BENDS BY AN EXHAUST FAN. DUCT MUST ATOM THE BUTUDING AND BE NOT LESS THAN 3 FEET wsVETED To R -a MINIMUMs. [wn sT NAG 302.2,12CTS IN UVRAX) SPACE M AM FARM SAME. KITCHEN EXHAUST FANS MUST BE EoB� AE TIRONM EXHAUST FANS MUST RE SO CEM MINIMUM, FIRE [IR ENERGY CODE NOTESREVIEWED WEBB MOM BUILDING LEARN HAS ANY SPECIAL FRAMING M BACKING REQUIREMENTS TO EARY CODE OR FOR ANY OTHER REASON JOIST DISCUSS STORIES TO BE EAKASE. SAFE PLATE IS TA BE D / REASON. ALL PROMPT ARE TO BE AVOIDED / SEALED T NOT LIMITED TO ELECTRICAL, PLUMBING � RVAC A OUTLETS. BATCH BOXES AND LOS Efl PRELINGS ME TO BE ED`/ SE A MEANT, OR HAW FOAM FACE GASKETS INSTALLED ALL CUTS ARE pGwe. EVEN BE IS AROUNDED, AIR ALL WINDOWS RE DOORS ED BUNG EXHAUST FAN DU071NC TD BE INSULATION AS PER HAW AS FEW BENDS AS POSSIBLE & TO TERMINATE AT A Or ME BURNING ATOM To MUL � BARREN WALL CAUTIOUS. DO NOT OUT ON AT AROUND WINES, PIPES & OUTLET BOXES )HOURES IN FAMOUS WALLS 70 HAW MIN R-5 INSULATION AGE SEAVED TOXIC CORNERS, AND BOOTS. AND INSULATED TO a VIN. a e PERM OR UESS VAPOR RR: HE R, EVA su Erc�j Lis TO BE INSTALLED ON ARE WARM SIDE NF AFT RELEASED UGHT FIXTURES IN ME MERMAL ENALLOPE TO UNDER ASYM E 283 AND SO LABELED. WE SEAUS) EXHIMOR IN AN AP- PROVED MANNER TO BE AIR TIGHT WATER FACE IN UNHEATED SPACES TO BE INSULATION TO A [OR ODORS TO BE ALL p & DOOR SAME ARE ACROSS PRUGGENLY & SEAL WELL -IN AMS INSULATION TO BE INSTALLED IN MUST E Will MANUFACTURES RE�M�ATONS FOR DENSITY X: RIP ATIM ACCESS DOOR E MAKEUP AIR MET FRESH MR WERE DIRECILY HER THE PLENUM AT ME FURNACE SYSTEM, INSULAM THE DUCT UNHEATED SPACES, PROVIDE A DEGREE TO REGULATE MIT AIR PROMISE A CLOCK TIMES ON A WHOLE HOUSE FAN AIR MOVEMENT MR INTO ME SYSTEM PLC CODE E OUTFACE INTAKE DUCT WANT REAGAN TY) EVER AT FLOW UNDER NORMAL OPERATES CONDITIONS AS COMBUSTION APPLIANCES, EXCEPT STOM & COBB HAW COMBUSTION MR WATER DIRECTLY TO THEM JUNE SHALL BE INSTALLED PRE LEE FOLLOWING INSULATION VALUES LEGEND BRLQrf v oL,o/ rn R00R ae d m Tnc Ixox- Tm7 AIDS cR xG R 1 , ana A SO U RPB R 3 STAR GRADE MALAY ITY BRAVO LIST OF APPRECIATORS UUSED MAY. o T BE orvs TrvISI o oSLISTED CST REST R M NAMES 7 AS RAMBLD OR NUMBERNOWOCCURS LADA LAVATORYCHUB BOURS MAT, MATERIAL USECAL MARY MAXIMUM DIMON MAY MACHINE BOLT R H* R-I�B B -n LABOR BAFFLES BHA TAIN AT LEAST F AN IABTAMAnGN rT�/BrLIxGK TD DOSE LOT ED INSULATOR BTCHUM NABEHIND ABAWE DOTONED SPACES, INSULATION1M SHALL BE ASUFAM) TO ADJACENT F. ALL SOURCE HOT AMID CI WATER PIPING IN SOL FOAM WEN METAL OR PLASTIC AT WADE CONOM�� WAGES PURSUE THE FOLLOWING SEEING INNER U VALUE UP QLARGO, CEO ARE ALL DUCTS AND PLENUMS IN UNHEATED SPACES NSALMD 19 A MINIMUM OF R-8 WAGE: STANDARD MIR LEAKAGE CAULKING SHAM BE INSTALLED TRADE LOCI ns /PPLUMBING / DUCE HAPPENS PENETRATIONS JOISTS / MUD seas AT HEATED LOAM MOORS. UNION LLE j Rn D DOOR FRAMES. ITT % VIIWiA wnMR CLOSETS SHALL BE UMEM 70 RLS SOE PENETTYTONS FLOOR SHAMANS AND LAVATORIES SHALL AL / RUEA ° r RUSH SAL SH ABBREVIATIONS ILDING TREAANMUDOF WANSENSEUSOF BELONGGRAPY BEGANUP PACECHATARE FEETomALONGECRUATONAR 7MOM STEEL BRAVO LIST OF APPRECIATORS UUSED MAY. o T BE orvs TrvISI o oSLISTED CST REST R M NAMES AS RAMBLD OR NUMBERNOWOCCURS LADA LAVATORYCHUB BOURS MAT, MATERIAL USECAL MARY MAXIMUM DIMON MAY MACHINE BOLT ONE 'i FLOOR MESH MEMBRANE HERMATE MIN. MINIMUM WINGS MIR, MIRROR AM METAL GERICAL VALUE ME DROOP ANSWER ENOUGH Jo EMONMUCHACE SHIAELRAGEURCHRALEX SIGNEDSPENCEDBADCA BOARDLEPHOMEENDSCKICALUSES GEORGERIESAL COMPOSIMEDGEBLUESHER OR DRAIN AN SHIPS FAN OR DEATHS FRANCS D RE OF CON OF STUD T OR FEET BRING GE RED IN PEAK SEEM Ynderwood Q Associates OOUID °oI&Amedmoom NOTES PORTALIS IRC 2003 GENERAL NOTES 3/27/05 SHEET SP1-irc REVI51oNs