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14741 SW 109TH AVENUE f ,�=`t•P AF f. P , AI '•'"r""'" '; �4M��iAYi�M'JAikK �WY✓<'N1 •!Y6' � �'rirallNtRkekA•4+4.K*9 W11M1�11' PROJECT DESCRIPTION & EVALUATION _ THE FOLLOWING ARCHITECTURAL AND STRUCTURAL DRAWINGS ARE PROVIDED FOR REPAIRS TO AN EXISTING TWO-STORY, 3,980 S0. FT. r"kengineering MM APARTMENT BUILDING DAMAGED BY FIRE, THE BUILDING HOUSES 4 APARTMENT UNITS, 2 AT EACH LEVEL. THF EXISTING STRUCTURE CONSISTS PO BOX 16431) LLC OF CONVENTIONAL LIGHT FRAMED WOOD CONSTRUCTION W11 H MANUFACTURED ROOF TRUSSES. EACH UNIT IS SEPARATED HORIZONTAI LY AND PORTLAND,OREGON 97292 AW V11 * ' rti �' � VERTICALLY By 1-HOUR FIRE RESISTIVE CONSTRUCTION, THE. BUILDING IS ONE OF SEVERAL WFfHING THE TIMBERLINE APARTMENT COMPLEX. (503) 777-5t106T (503)777- E 4 A 4 � MK ENGINEERING VISITED THE PROJECT SITE ON 04/02/06 TO OBSERVE AND EVALUATE THE EXTENT A DAMAGE TO STRUCTURAL FRAMING AND i "K iJ c ARCHITECTURAL SYSTEMS. STRUCTURAL ftOUF DAMAGE WAS CONFINED BY AN EXISTING AREA AT TIC DRAFT STOP TO THE ROOF OVER UNIT 2, ,. A'< ',! { 1F s,46. d "rr ,. iidPrIMIMF 7r� �, ,:"r '' ►' F TQTAI RESULTING ALL Of THE ROOF TRUSSES ANU SHEATHING BEING DAMAGED BEYOND REPAIR. STRUCTURAL FLOOR FRAMING DAMAGE WAS •, rN M"EQptl - 3,980 S OBSERVED AT THE SECOND FLOOR 2x10 JOISTS WITHIN THE DECK AREA OUTSIDE OF THE BUILDING ENVELOPE. OTHER BURNED FRAMING WAS ,t* ,r �,,. ,w^+IM!�F rM1► Irwe lerle • ' LIMITED TO EXTERIOR STUD WALL PLYWOOD SHEATHING AT THE BACK SIDE OF UNITS t do ', AS WELL AS BURNED 2x6 EXTERIOR DECKING AND c ' r GUARDRAILS. ARCHITECTURAL DAMAGE FROM WATER AND FIRE CONSISTED OF RUINED INSULATION, AND DESTROYED WALL AND CEILING FINISHES 4+" ;;* • M � ti MAM,1�t ., ,,,� 1r ley* 1141N 6 U. i AT RATED AND NUN-RATED ASSEMBLIES THROUGHOUT UNITS 1, 2 & 4. DOORS, WINDOWS, FIXTURES AND APPLIANCES WITHIN THESE UNITS °! ,w ;_ ,� WERE ALSO DAMAGED AND WILL REQUIRE REPLACEMENT. EXTERIOR VINYL SIDING WAS DESTROYED SUBSTAINTtALLY AND WILL BE REPLA I 4itKIND. ti� �" a�' I ^ � '^ hk.' v: :•A r+fR I , u a >, • rtR++MwILa �IIIR ". gg gNM 0 V'fR 0•"SC Ai>F'E Tvl;lX N. 3 ALL RECOMMENDATIONS FOR THE REPAIR OF DAMAGED STRUCTURAL AND ARCHITECTURAL ELEMENTS ARE INCLUDED WITHIN THESE DESIGN }� �^ aA DRAWINGS. THESE DRAWINGS ARE BASED ON DAMAGE READILY OBSERVABLE AT THE TIME OF SITE VISITS. ANY FURTHER DAMAGE UNCOVERED _— 4a R VERED BY THE NT CT Fi URIN NSTRI. TI N SHALL BE BOUGHT TO THE ATTENTION OF THE STRUCTURAL ENG N.ER. _ 0 DISCO CO RA O D G CO 'C 0 RI F pW OW 711E •XX31 (RECON RES!UENTIAL SPECIA�EY i, , �wirfi.r,r,. ,-; , e• „� r .1: • mqIM�M�►►'>W 8UkDtNC CODE (IBC),. WITH � r^ °��9�.• T. '�''`' t ATiNEMOME IL -11 "EALING AND ALL PLHIN , ALJMINJFLASHING� TIMBERLINE APARTME 41 V "�.r wM► a�Mlt N.tr t. a ", a r !(}� 1/F4ElERS THAT HAVE BEEN 1�� A•. i , C «I H �,AT (ACO TYPES B D) °� 1�4703-14799 SW 109 Avenue STAMP ., r FES 'P°' �� � iI+A «��"'�+ •Wa`V�a Ilt` .y}J'�b � 1.t� ''� I!� r4',7��"}i �r�. 1'A► r k L FMZ 6188B a NCH a r Be • �: •�I, °aTa� ''i!' ,.: '� �? i"t",MII q*!EtMATiONS/REPAIRS AS FOLLOWS: Q h A:,r"rNn sr�;wrr .* ��11N11 1)wil R15 Rand 77�. 8 ►. R38 y ,, ,^ ,E ES: f2/31/06 e> lwena R25 4e�� *sow,-,0 ,.,,, / � OREGOEJ 8n 40 �+ 1V�� 8E'"M r N UNITS SHALL CONSIST OF 1-HR. DER A �• a:arl+ aiM a 3JI 1 'Nl.S F'� St:'EIFIC REQU.REMENTS. / r'�''s �. '�y' .3, 'sk. r4,<Y� :K i.••�.r.,7YK1 f , Sol) ER .w ,, 4 ••"»•rTM �. � -.«..e to twlA't+f�E BOARD OR OTHER APPROVED MATERIAL '�•� �,. �. � �-• ,• ARK J.NPS% w, r y' x�t,,, „:,.:,,hr,, :� �, «'• M141 ACCESS DOOR IN DRAFT STOP 10 ALLOW ,f , ♦ y_� ACES$ DOOR SHALL COMPLY WITH ; ;� ;�� f,'r: NOTE. Apartments 1 & 3 located ` •' ' !` + �1 s "rr11� 0 ure .� �� AS 511 �. on Lower Floor. Apartments 2 & y r. t nqr x cd }r FNERAI CONTRACTOR ` � y WWI W1 'a-n, 611 "rr t Mrh MAX U-YALUE Of 0.4(1 FOR ADDITIONS (�9E ' ,�N +• Y' t FOR REPLACEMEN WINDOWS r�c ' ••� '' a > 4 located on 40 .. . ". r F4 �.f o O< 0,65 0 �A� ►� Upper Floor. .: G " i'"' a err Mlr +rcq +Ydw . +al itAa' SMALL BE PER !HC CHAPTER 24, �..� « Ag « WHERE THE NEAREST VERTICAL i Y '" ��� � � * 1� ,�,�w,. % 1 7TH AVENUE III»10C)M15 r�`">• 315NSEY HAVEN E '� ,' ,, y. Ny,' s �r• , .r► Jlp`11!• AT SLIDING GLASS DOORS, FRENCH DOORS i ,• ' a:�k. ,�: PORTLAND, OR 97214•Bx IW'. y.a.' /1rrIS °.' r.!!L ." '{n' r w ' �r.'' it ' r; 503 234-0509 *. ML• ^ Rc:k"'M#E">r►r M�#�r4. `SrtiA;t Ct#o ORW TO THE NATIONAL ELECTRIC CODE :� t> • • �:;,,�4 "; ! N t f (503) 234-4479 FAX ��( • �;�r ate, .1�lC1R x,> "fir. i V�1 jj �ZI�. ( 1 ( ' " CC 3402 UM Me MtMK`j%QjCf OrHEATING, r P « e a.1. VENIILATIIJG, PRODUCT • ?: ° RATK)N SYSTEMS SHALL BE IN ACCORDANCE 4 —7 4r1 :, ,.• ,, 14715 • tt' 14711 ' «„r Ift 1000#SC&, CODE. LATEST ADOPTED EDITION. 14725 / p - 1,yprw, er' rtAM� COWt•Y WITH THE UNIFORM PLUMBING CODE, '� ,T -.,.N{' k' D FFn FD ¢ .. .::ns• ✓ I'� i1rtTH IHC CHAF ER [9. 1^"f •(, 'Y'."r 't O Fire,, rinllor tT� rr ^ +f I wwrw "T!IRSr �11MI„L 8E SELECTED BY OWNER AND/OP, COORDINATED •. 14729 n ;,wM. Flre Aparm 1�' dXyh •'IMII A xl ty��,� r�M1 � / `9 • a/ Mcch nicd K :mss +I T1T'�>W1 Al i FAUCETS s ,Lr ?k`'^ t�7W `: Plum inR w fi t , ,ti : :~' s.::�, 14723 = h,o .,Mtr�r a►4^ :law s > > 3 . rs. �t 6'?+IIiK61i �A+/4T/Ir1kJ$H COLORS 3 BRAND OF PAINT 4 ••ry Nf 1471 9 \ Eirussectrca) # .'I lft.f ,� � sTnEs , ., ► " ; 1 733 t > Shop .mialri rlrl� WOOMei 1:71► R11YtIFCa �• .. . , Shop nwinKll ,= ,` rits' CA a�U CO!3 TF Dc'S t . 1 "a' .6M1M� N RT •.t , �},hw.. �.¢..,. '' i 4731 \ _ . , ► �>G>� 5 � :. 14741 14703 �-- ter* aw *,Oft 90M AM FWRGENCY EXITSlot ��� r v fi -wlwC 0 VOT DOOR MINIMUM 3'-0" x 6'-8" IS REQUIRED :,.It.� � TIS •',ys>�., 4;�< 14799 r M 4K,a ".'�eltir,U,,J W ^AIr1 T►� EGRE SS DOOR MUST BE READILY OPENABLE 4' 14737 W ti 71r"M*:1:`f "*( V% a A KEY. TOOL OR SPECIAL KNOWLEDGE. +;: 14749 ,. +waMlk.•M WN OF' A HALLWAY OR EXIT ACCESS IS 3 FEET. N " ,� ° 114797; � Z r 1474 '� r , �,1" SMALL. HAVE At LE 4S ONE OPENABLE WINDOW OR 13 ''�r"S! T''.•. , 5 n 1 k " *)I'M( FOR EMERGENCY EXIT OR RESCUE, OPENABLE FROM � �'' �'`• I � �.r' � N 04 > 1TVOUT it{ USE fTF A KEY, TOOL OR SPECIAL KNOWLEDGE. 114753 J• 14783 I— Mt M W' WAR OPEMABLE AREA SHALL BE 5.7 SQUARE FEET, MINIMUM r� 14793 ep1t W. CO yI M I"(S. MINMUM WIDTH 20 INCHES WITH A FINISHED SILL %s` 147 / < •M••J eta+' '► O %10W 9AN 44 INCHES ABOVE THE FLOOR. EXISTING WINDOW W '1'4w P1J�trM;,1I($ AK CCMAPLIANT FOR EGRESS, « w C 14785 �-- _ 0 14757 Q I— �' #11AIR'11�r t01M ROOF COVERING SHALL BE IN ACCORDANCE WITH IBC 14765 14775 U) 18T~'11Q,» 1507. BASED ON TYPE OF MATERIAL USED. IN ALL CASES, LU 1 W O C� #81M>M[rl"E SWILL BE LONG ENOUGH TO PENETRATE INTO ROOF SHEATHING W We Ip1CWS OR THROUGH THE THICKNESS OF SHEATHING, WHICHEVER IS LESS. T 4�, 94AL1. BE INSTALLED AT JUNCTIONS OF CHIMNEYS AND ROOFS, 14781;`" w Me MM VALLEYS 4ND AROUND ALI. ROOF OPENINGS. SEE IBC SECTIONS CITY OF TI ARD t•� 8 'YJ9 FOR SPECIFIC REQUIREMENTS. �'t' :�^�• f;;%r�'�;' P rci•�ed.L'.___."AN._.{Jf. 14759 �;�,. ...{ ,. �. ,,��. +��'��'' � _-.. .......- v' 14763 14771 14777 ��� '� mditio�ally Approti ^d. ,;ti;',: „} ��' ,x only the wor as de^scr bP in• WALL AND CEILING COVERING ;t r.:. KI ^'' �'' P= OMIT NO. FC z,^c�G _DoL33 U_ CW , w WALLBOAF�D SHAT I BE INS iALLED IN ACCORDANCE WITH IBC ' S e ehe'to: Follow _ CD ":�. ;x' Fran Station At,�'n C►A M1111 75 SECTION 2508. Su:. DETAILS FOR SPECIFIC '4..; „y , ,'Wh /Or IV� I` :: bSA1..4ry>r 2co�. Date IKQLAMI(WENTS AT FIRE-RESISTIVE ASSEMBLIES. W fly(" ',rIEATHING SHALL BE DRY BEFORE APPLYING EXTERIOR COVER. "lis �<� ;x:: ' Al'SPIMALT SATURATED RAG FELT WEIGHING NOT LESS THAN 14 LBS/100 SQUARE �,r �' °t'" APj,Rov�D CM OR EQUIVALENT WEATHER-RESISTIVE BARRIER EQUAL TO THAT PROVIDED ' "' "'�'"' ' '''�fr FOA IN IBC SECTION 1404.2 SHALL BE USED UNDER EXTERIOR SIDING, r �yA L 3`f oSf� DESS SIDING IS APPLIED OVER WATER REPELLENT SHEATHING OR CONSISTS t �� ` 01 AE'PWM.D WEATHERPROOF PANELS. CITY OF TIG ARD 4 IWITRInR OPENINGS EXPOSED TO WEATHER SHALT_ BE FLASHED IN SUCH A ................ WANNER AS TO MAKE THEM WATERPROOF. APPROVED CORROSION-RESISTIVE --- --- - Appdi ed.�Upr •-7 _ I.A`�FMNG, SUCH AS 26 GAGE (OR THICKER) GALVANIZED SHEET METAL, SHALL )r only they ApprovM+ s.............. •• (W VROVIDFD AT TOPS AND SIDES OF ALL EXTERIOR OPENINGS. SIMILAR tr only the w,o��k�a�s�dAscnPd 101 2� .._�_..- r�=9MIT NO.LTYL^--DO�- CORROSION RLSISTANT COPING SHALL BE PROVIDED AT PARAPET;. _-- � •• .. •"-- - .�� Letter to: Follow -. r �' u- ! Attach TOILET, BATH AND SHOWER SPACES �. XX rW Aj41 oc,t_ Date - IN SHOWER AND BATH AREAS FLOOR AND WALLS TO BE FINISHED WITH A SMOOTH, HARD, NONABSORBENT SURFACE TO A HEIGHT OF NOT LESS THAN 6 FEET aBOVE THE FLOOR, GYPSUM BACKER BOARD MUST BE OF A TYPE MANUFACTURED FOR SUCH USE. 4 4 , r. PERMIT SET ISSUE 04/07/06 ISSUE DESCRIPTION .r SHEET TITIE a SITE PLAN, PROJECT INFO b ARCHITECTURAL _ ••� �� GENERAL NOTES �' ~� '~ ENGINEER DRAWN BY^ tl MN � MN DATE -- ►^ROJEM:T NUMBER — -- -_ 04/07/06 106125 w , t SHFFI NUMBER ., VIEW OF BUILDING FRONT ELEVATION VIEW OF _BURNED ROOF TRUSSES ,z Al sO �¢M " �f 2 PROJECT DESCRIPTION, SITE PLAN & PHOTOGRAPHS 1 INCH - 15 FT _ --- COPTRIGH��� MKENGINEEORING.LLC IE P „ C ..,.,w•,•:..x+arc-.e.awsy'3M�i.,rrrt+ ;;w•r?+'r,,+riMlll,(!+rYWx:vi+ _.... _ .___-�..,.w..,... ,• ___. .. . . r g 1,,,11 ,III Illl 1111 �I�I II I »�..w+,wr w..k r I r r fl "li .,, p 14` ,:, `�� '� .�' � 1 � � I n�1111�IIn�u ��1111j1!I�IIII�IIillLufi�Inl I I! I fl Illl�lullull�l II� I �lul I n�I I I Ilulf I .I+IIr"+�II�III�►n n f I Iulrh ftllln�llll ul �i111InII�IIIIITI.I�unllnl�ll Inu� � ,, ,l:u iVSh-cj�4� �,rriii yr9!�5' °�1"w•I�M M� 10 ( 1 12 13 14 � i le 17 19 1® 20 21 22 23 24 28 28 27 26 29 30 !I - 1-w , HONI ;1�10 01 J11111 ULU t t �IIII� t , , r C ygW,�R? 11 i. a: pit -'.y,.:...rw1.4Hiballtwrnrk•et:�n']wMMIddOAFA,a e,ac�i..y,,. ,..r.,,...,M.:.,,..: t.a.�� ,:.c;1. ..:M;:;».:. .. r,_.,., . .. .. .. .. .. .. iry.,, . w,. , _.,. .. ., ..Y .c n rrx,,.awM�+r<.wxwi.+eMfMrw,r+"wY1, MkengineeringSHLET NOTES: y: 1. SEE SHEET A1.0 FOR GENERAL- NOTES. Po BOX Imo LLC I PORTLAND,OREGON 97792 REPLACE VINYL SIDING -y------�- - - -- Iso ) 77�-sooe T Isoa►777-sooe E TO MATCH (E) 2. SEE 'S' SERIES SHEETS FOR STRUCTURAL INFO. 3• INDICATES EXISTING (E) STRUCTURE TO REMAIN 4• INDICATES NEW CONSTRUCTION. REPLACE WOOD RAIL 5. INDICATES (E) 2x4 STUD WALL to IAATCH (E) 6 INDICATES NEW 2x4 STUD WALL —-- — ——-- INDICATES 1-HOUR CONSTRUCTION III g, ,p INDICATES SMOKE DETECTOR. SEE ARCH NOTES ON SHEET A1.0 FOR MORE INFORMATION. ! INDICATES (N) EXHAUST FAN WITH VENTILATION TO t BUILDING EXTERIOR. I [CLOSET [CLOSET -- .,y� STAMP .Rdsi6fiil��Alllail .w;Ye I I 10. (F;) X'XX INDICATES REPLACEMENT (R) WINDOW ROUGH OPENING � ---- ' *A,x � I --. 1 ----- SIZE & TYPE. CONTRACTOR SHALL FIELD VERIFY ALL40ri ROUGH OPENING SIZES, WINDOW STYLES & QUANTITY � r, 1 N4'PRIOR TO PLACING WINDOW ORDER. FOR EGRESSL7746 WINDOW REQUIREMENTS ® BEDROOMS, GLAZING & THERMAL REQUIREMENTS, SEE GENERAL NOTES � EXP}I�ES• 12/31/06 *w 41 I SHEET A1.0. ��o OREGON Typ J.NPCP GENERAI CONTRACTOR KENNEDY RESTORATION I _ 315 SE 7TH AVENUE 0,4 "v's �� p KITCHEtJ s PORTLAND, OR 97214 50�� 234-0509 503) 234-4479 FAX i - CCB# 3402 I I _ I I �a L — _----- Al `.rJ I BATH I BATH A_TH ,*. L-- - --- iz REMOVE & REPLACE l z BAiH FIXTURES & ; I CLOSET CABINETS Q 2 I N I ♦♦nn CN RI) 2 BED 2 BED 1 Q � m � i 1 Q � }_— O � � p W W o 4 le X0 St IDER CLOSET CLOSET �� W _ Lim u— �— w � W ~ REPLACE VINYL SIDING — G r' TO MATO+ (E) i bgkn UNIT 3 ---- — , --- _ .ti� r`d„�ills �r i4W3r 1�. t�r"'� �rr � - -•.�, _ - -- -- rr 'i{ '' ' � )t1t 7 l'trt r • ! jREp�►IR NOTES UNIT 3 FINISH & FIXTURE REPAIR NOTES .tlX p t�ir. ,# ,�., r• Y >A`IT. Rf MUVE RUINED GYPSUM BOARD SHEATHING FROM WOR E S ENTIRE • + {,��rr' u � A T'.� t1C? *A,' LS & INTERIOR FACES OF EXTERIOR WALL W.* RATED INTERIOR WALLS, REPLACE WITH 1/2r� - - - -- - - k1a AT EXTERIOR NON-RATED WALLS '1�A11 !l1�1R0 SHEATHING. , r. IYA >t WTER1pR TACE WITH 1 LAYER 5/g" TYPE X GYPSUM BOARD 04K AT RATED WALL CONSTRUCTION, SEE SHEET DETAILS FOR AQ PERMIT SET ISSUE_ 04/07/06 '�M"�C,Jr�tC +I!E;�l1IREMENTS. ' rwa I }v a iM11SHES: REMOVE RUINED GYPSUM BOARD SHEATHING FROM ISSUE DESCRIPTION .a' �'►�1NG PROVIDE 1 LAYER 1/2" TYPE X GYPSUM BOARD OVER — IL�11 FURRING CHANNELS PER DETAIL 4/A3:1. sHEE�TITLE y �I00 ,MT1tR REMOVE TOILETS, SINKS, TUB & SHOv'IER AND PROVIDE FLOOR PLANS % * MATCH EXISTING. a r ) q • +"T e4 F IXTI JRES: REMOVE ALL CABINETS AND FIXTURES AND PROVIDE ni'i i '21 Ix D MATCH EXISTING. ENGINEER DRAWN 6Y RF MOVE ALI_ INTERIOR DOORS AND PROVIDE NEW TO MATCH MN MN ti(;. RF.MOVE & REPLACE EXTERIOR DOORS PER PLAN. DATt PROJECT NUMBER 04/07/06 106125 �r ', �j, �► "ei1/)W REMOVE AND REPLACE WINDOWS PER PLAN. - 1 - IN ETNUMBER �t S yy yy.� 'v ow A2m 1 ^ ° •.,. 1 COPYRIGHT C Z0p6 Mk ENGINEERING.LLC i ' -.,-,.x.',µ, �auriv:�«q�+aaii ' � � , � sl f� � ;,� �j 8"� •a ap �,�µ•3,�• s a''✓kir a ' �,,0 �' , . r n I ,r A •.v+rMiMiM�s'W�rtsLit+r'tgnaN'tw..saw..bBRa1�MM�� •eY�.r:.:;W:i�it1.. rr7.�:�'v1'eh.. .„ ...I. � 1 ,, Illnll I II I! I III'I ,,,il',' Cm Lli i�llil II III,IIIIlillllllliMillll Ilillllll 1111{ Til : IIIIiII�lliTill IIIIIIIII 111lllill IIUIIIII illllllll IIIIIIIII illllllll IUI!I I�illll IIIIIIIII IIII!Ifll IIII�IIII IIIIIII f I,illf llll IIIIIIIII IIII!illl�llll�l I!IIIIII.IIII TIL IIIIIIIII I v I 2 3 r► !� 1�0 If Ila II3 II4 IIe II7 18 19 210 21 22 23 24 25 2e 27 28 29 30 ' ` •i{ I ' war;?', -';,:'MMh'1.Yade-..�.:,.e..,... .r „ '• " "I IOmm.1 cm e rmc y w 1yyk,, ty� Ff MONI ° 10■ 10, 2!I 1 I O I Y 1.77 mow ywN , mow a•�, G. , 401,E t SHEET NOTCS mkengineedng BOX 164M ' 1. SEE SHEET A1.0 FOR GENLRAL NOTES. PO POR iII(AND.HND,O LLC OREGON 9729? r st(Pt.ACE VINYL ` IDING _ — -- - '' 2. SEE 'S' SERIES SHEETS FOR STRUCTURAL INFO. (503) 777-5006 T 15031 777-5"F TO MATCH (F) 3, INDICATES EXISTING (E) STRUCTURE TO REMAIN 4• INDICATES NEW CONSTRUCTION. v4,KACE WWO RAIL 5• INDICATES (E) 2x4 STUD WALL !41 MATCH (f) 6, INDICATES 1-HOUR CONSTRUCTION 7. SD INDICATES SMOKE DETECTOR. SEE ARCH NOTES ON SHEET A1.0 FOR MORE INFORMATION g• Q INDICATES (N) EXHAUST FAN WITH VENTILATION TO - ---- II BUILDING EXTERIOR THROUGH ATTIC TO ROOF. .« r T g. (R) X X% INDICATES REPLACrEMENT R) WINDOW R0, GH OPENING ., �; •• , .' •.. SIZE & TYPE. CONTRACTOR SHALL FIELD VERIFY ALL STAMP SIZES,ROUGH OPENING S WINDOW STYLES & QUANTITY ' P I-_ YL f —� pp __ , ' _ _ _ ,�._..r"---�-- '";--T:-T.,--_, '_' • •,' .' � PRIOR TO PLACING WINDOW ORDER. FOR EGRESS ! ,"! WINDOW REQUIREMENTS @ BEDROOMS. GLAZING & �5��c, NI ��, Sio j � I CEILING REPLACEMENT THERMAL REQUIREMENTS, SEE GENERAL NOTES 7346 ZONE THIS UNIT. w 7 SHEET A1,0. I EXPIRES 1 t2/3t/06 GENERALCONTRACTOR KENNEDY RESTORATION .. 315 SE 7TH AVENUE I' r 4 l�1TGI� r'J. Y �? PORTLAND, OR 97214 503) 234-0509 X191 "r,*Cf ':..%Yj ATTIC t'. ° �. f� 5 ��t, � AW 0 (E) LOC. r • '''' • ,' ~ , 03) 234-4479 FAX :' : CCB# 3402 . :�__�.:��..-r.,,___.._._.—ice-�. �...:'i.,..__.__-1-•_.._ ';• :JT.•7 •�.,��Y�, , ,.,, .-__--gip,. _•.T_._+__«-�--r- "l. � V.a_I'�_ _1 4 �.,.. ETF ATH I ' ~� •. c cr may. ,,1, � � ` •'�' - [LOST 1 i'. REMOVE d: REPLACE 1�iAT11 FIXTURES & ' :; CLOSETlot NETS - -,t_---- Lu 2 NAll i 04 (E3ED 2 5 BEd r BEC, 1 MM 0 �: , ;. , :. , ' • ,' ' .r. ' ,' � mow. _ � CLOSET CLOSET w Uf LL cr) W ' t SIDING I . _ N 1 2 UNIT 4 ------ — -- -- %4' A. xXV& NOTES UNIT 4 FINISH & FIXTURE REPAIR NOTES 1 NtWVf RUINED CYP'SUM BOARD SHEATHING FROM 1. WALL FINISHES: NO DAMAGE. I 11114Ay do INTERIOR FACES OF EXTERIOR WALLS ENTIRE " "Wr: ► 040 INTERIOR WALLS, REPLACE WITH '1/2" 2. CEILING FINISHES: REMOVE RUINED GYPSUM BOARD SHEATHING FROM *f WATHING, AT FXTFRIOR NON-RATED WALLS, AREA INDICATED. PROVIDE 1 LAYER 1/2" MIN TYPE X GYPSUM BOARD _ - "rl wlM FACE WITH 1 LAYER 5/8" TYPE X GYPSUM BOARD OVER RESILIENT FURRING CHANNELS PER DETAIL 4/A3.1. I.+ :,„ At RATED WALL CONSTRUCTION, SEE SHEET DETAILS FOR 3 BATH FIXTURES: NO DAMAGE. ~ " 1 MfN1S --- — —--- 4, KITCHEN FIXTURES: NO DAMAGE, PERMIT SE? ISSUE o4107io5 '4 * "• REMOVF RUINED GYPSUM BOARD SHEATHING FROM ' ISSUE DEscRwTloN 011, J k.. cIROVIDF 1 LAYER I/ " TYPE X GYPSUM BOARD OVER 5. DOORS: NO DAMAGE. *MAW W"AIIIG CHANNELS PER DETAIL 4/A3.1. 6, WINDOWS: NO DAMGE. SHEET TITLE REMOVE, TOILETS, SINKS, TUB & SHOWER AND PROVIDE SECOND FLOOR PLANS � ►+ fx1;11NG. l I I E4' REMOVE ALL ;;ABINETS AND FIXTURES AND PROVIDE F r �aA' ►� (XISTING At 1 MOVE ALL INTERIOR DOORS AND PROVIDE NEW TO MATCH ENGINEER MDPAWN BY 1 MN RE'MOVF & REPLACE EXTERIOR DOORS PER PLAN. DATE PROJECT NUMBER �, �� � �'�`. ' "`�►',• REMOVE 04/07/06 106125 AND TIEPLACE WINDOWS PER PLAN. _ ! 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NAILS INCLUDED IN SYSTEM DESCRIPTIONS SHALL_ COMPLY WITH ASTM F 547 OR ASTM C 514. OTHER NAILS, SUIIABLE FOR THE INTENDED USE, AND HAVING Yv Y DIMENSIONS NOT LESS THAN THOSE SPECIFIED IN THE DESCRIPTIONS SHALL BE. - 31/2" SOUND BATT INSUL, PERMITTED AS SUBSTITUTIONS. = ___ _________ 2. SCREWS MEETING ASTM C 1002 ')R ASTM C 954 SHALL BE PERMITTED TO BE 1 LAYERS t TYPE X' GYP. - /2" " SUBSTITUTED FOR PRESCRIBED NAILS, ONE FOR ONE, WHEN THE HEAD DIAMETER BD. OVER RESILIENT CHANNELS LENGTH, AND SPACING EQUAL OR EXCEED THE REQUIREMENTS FOR THF NAILS USED IN THE TESTED SYSTEM. TYPICAL UNIT FLOOR SEPARATION 3, WHEN A FIRE RESISTANCE RATED PARTITION EXTENDS ABOVE THE CEILING, THE GA FILE N0, FC 5105 GYPSUM BOARD JOINTS OCCURRING ABOVE THE CEILING NEED NOT BE TAPED WHEN ONE LAYER 1/2" TYPE X GYPSUM WALLBOARD OR GYPSUM ALL OF THE FOLLOWING CONDITIONS ARE MET. VENEER BASE APPLIED AT RIGHT ANGLES TO RESILIENT A. THE CEILING IS PART OF A FIRE-RESISTIVE RATED FLOOR-CEILING SYSTEM; FURRING CHANNELS 24" O.C. WITH '" TYPE S DRYWALL B. ALL VERTICAL JOINTS OCCUR OVER FRAMING MEMBERS; SCREWS 12" O.C. GYPSUM BOARD END JOINTS LOCATED C. HORIZONTAL JOINTS ARE EITHER STAGGERED 24" O.C. ON OPPOSITE SIDES OF THE PARTITION OR ARE COVERED WITH STRIPS OF GYPSUM BOARD NO LESS THAN STAMP MIDWAY BETWEEN CONTINUOUS CHANNELS AND ATTACHED TO 6 INCHES WIDE; OR THE PARTITION IS A TWO-PLY SYSTEM WITH JOINTS STAGGERED ADDITIONAL PIECES OF CHANNEL 60" LONG WITH SCREWS AT 16" OR 24" O.C.; AND ���Ez PIP�F�s D 12" O.C. RESILIENT FURRING CHANNELS AHPLIED AT RIGHT W, I l ANGLES TO 2x10 WOOD JOISTS (� 16" O.C. WITH 6d COMMON D. THE PARTITION IS NOT PART OF A SMOKE OR SOUND CONTROL SYSTEM. Ur'J `�G 4 V, � 77346 'P NAILS, 2" LONG, 0.113" SHANK, 0.266" HEADS. WOOD 4. SEE THE FIRE RESISTANCE DESIGN MANUAL BY THE GYPSUM ASSOCIATION FOR �: ) Y JOISTS SUPPORTING 19/32" PLYWOOD AND 1" PROPRIETARY ADDITIONAL INFORMATION, REQUIREMENTS, AND EXPLANATIONS. E P!R `t1/2/31/06 SANDED GYPSUM UNDERL_AYMENT. A ORE&N 8h STC RATING. 55-59M8ER I K J.NP GENERAL CONTRACTOR I' <: WK, ;� y Ium �. KENNEDY RESTORATION 1-HR FLOOR/CEILING ASSEMBLY 4 FIRE RESISTIVE NOTES � 315 A 7TH AVENUE PORTLLAND, OR 97214 (503) 234-0509 503 234-4479 FAX (N) ROOF SHTG CCB# 3407 --- (N) 8d 0 6" O.C. SOUND BAT INSUL. 2x4 STIIDS 0 16" O.C. t ROOF 1 LAYER 5/8" TYPE 'X' GYP. BD. EA. SIDE (N) TRUSS (E) TRUSS �-SEE GENERAL NOTES A1.0 FOR DRAFT STOP ACCESS TYPICAL UNIT SEPARATION WALL DOOR REQUIREMENTS, Lu(N) 2x4 0 16" O.C. � GA FILE N0. WP 3370 d' (N) GABLE-END— STUD WALL PER 1/S3.1 1n ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM z t" TRUSS W/(N)5/8" W/1 -LYR 5/8" TYPE X w VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO TYPE X GYP. BD. GYP. BD. > EACH SIDE OF DOUBLE ROW OF 2x4 WOOD STUDS 16" O O.C. ON SEPARATE PLATES 1" APART WITH 6d COATED r1I r"1 N (N) SOLID BLKG NAILS, 17/8" LONG, 0.0915" SHANK, 1/4" HEADS, 7" O.C. LJ1 0)ATTIC (N) R38 INSUL. JOINTS STAGGERED 16" ON OPPOSITE 'SIDES. HORIZONTAL , (N) 2x6 CONT BRACING REQUIRED AT MID HEIGHT, (LOAD-BEARING) O �•• ter- j' PLATE. ANTICIPATED STC RATING > 50 < �,..� rY� V UJ w p r- ._ W C� C/) I— LL p i 1-HR UNIT SEPARATION WALL ASSEMBLY 2 W –:}aNrP::rra+ c [UNIT 2 [UNIT ] / - GYr�A FEDSEA.ZSIpE& 'Y' 2x4 NAILER W 16d - 0 12" O.C., TYP \ ABOVE/BLW DUCT, TYP. 2 j PROVIDE SOLID BLKG r 0 FLOOR CAVITY ' I 1 - _ 2ND FLOOR z= - —� - -- ---- - — ----- _---- - TERMINATE RESILIENT 26 GA. MIN SMOOTH- - -� �`� CE;ANNELS WALLED DUCT - ����� -- SIMILAR PROTECTION AT PERMIT SET ISSUE 04/07/06 RECESSED LIGHT FIXTURF•S 4 ISSUE DESCRIPTION CUNIT 1 — i UNIT 3 \ SHEET FILE / FIRE RESISTIVE NOTE, -- 1-HR UNIT SEPARATION - TYPICAL DETAILS FLOOR/CLNG PER 4/- & SECTIONS EN61INIM DRAWN 8Y MN MN bATf PROJECT NUMBN 04/07/06 106125 .t I SHEET NUMBER V ^r. IT I� � FULL HEIGHT SEC-rm (� 1-HR UNC SEPARATION WALL 1-HR DUC �' CHASE DETAIL 3 A3s 1 +•-W^.'"hRYrt•MW',r9NIMilPhrk rynY:llT'pmy�16AW : +°i�R�1!DI �''Ori"`F �a..w'gb..d E�� r'�'Y.' ..�� „� C PYRI H 1 2006 W EINIMNIERING,LIC _j IL ' '� �� •y, ' ' � r{/ Ir�`,. ;�:5' f' r�,#:nlb 7mJd ' 'Y;I�Q a. A, 'P$F3+EJ..,:,:,mNIIY 'wE Y: I d , : dd,. ^s � r .. _ r r : ^.v,-t! •:,{ , ,g,wy ^'w^-,..:.^�«..�^.••-.•'^M^.s^•• ,.{gid-u.. xew+^ew.-',r'wr�-a fiS+."41,. , a ?1,t ..>o !S'a'M7es.M.ylW4.TM„yY+44w:NM. AWi�d 'MdrW*'nhid!MN`7M .. dMAIM ,.. '. ,, r. •'r� , �.a•..i.: ,•..wt N.•iM,w.w: , •dllac .,a:ow......�. vlMa ,. .. ... ,. v.... ,.. ,. 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ALL CONSTRUCTION SHALL CONFORM 10 THE "2005 OREGON RESIDENTIAL SPECIALLY PORTIAND,OREGON 97292 CODE (ORSC)" AND THE "2003 INTERNATIONAL BUILDING CODE (18C)", WITH 15031 777-5006 T (5031 777-5009 F 1. SEE SHEET S1,0 FOR GENERAL NOES. 2004 OREGON STRUCTURAL SPECALTY CODE AMENDMENTS. 2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON CONSTRUCTION 2. SEE SHEET S3.1 FOR TYPICAL WOOD FRAMING DETAILS, DOCUMENTS AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO THE START OF ANY RELEVANT WORK. PLEASE NOTE THAT BECAUSE MUCH 3• INDICATES NEW CONSTRUCTION OF THE EXISTING STRUCTURE, INCLUDING FOUNDATIONS, IS UNDAMAGED, MANY DIMENSIONS HAVE NOT BEEN SHOWN AVD WILL REQUIRE MELD DETERMINATION 4, INDICATES EXISTING (E) STRUCTURE TO REMAIN FROM EXISTING HARM POINTS DURING CONSTRUCTION. 3. ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS, 5, INDICATES (N) 2x STUD WALL ,HOVE, TYP U N.O. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. ANY . `RK PERFORMEL) IN CONFLICT WITH THE CONTRACT DOCUMENTS OR i NY 6. REPAIR BURNED EXTERIOR SHEATHING WITH 15/32" MIN CDX CODE REQUIREMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT THEIR OWN PLYWOOD TO MATCH EXISTING, AS REQ';'. MINIMUM PANEL EXPENSE AND AT NO EXPENSE TO THE OWNER REPLACEMENT SIZE SHALL BE 2'-0" SQUARE. NAIL W/8d 4. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL GALV. BOX ® 4/4/12 (BOUNDARY/EDGE/FIELD). NOTES. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK, 5. THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTIJK THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING TAMP CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED 10, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. t OBSERVATION VISITS TO THE SiTE BY THE STRUCTURAL ENGINEER SHALL NOT ,`�q�CD pROFFs�, INCLUDE INSPECTION OF THE ABOVE ITEMS. I 6. LOADS DUE TO TEMPORARY PLACEMENT OR STORAGE OF CONSTRUCTION 776 MATERIALS ON FRAMED ROOFS OR FLOORS SHALL N01 EXCEED THE DESIGN LIVE LOAD, THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND BRACING EXPI S: 12/31/06 WHERE STRUCTURE HAS NOT ATTAINED DESICN STRENGTH. � �, 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FLASHING, SEALING AND OR WATERPROOFING MEASURES, UNLESS NOTED OTHERWISE. ALUMINUM FLASHING �A,OER SHALL NOT BE USED IN CONTACT WITH WOOD MEMBERS THAT HAVE BEEN A& J.NPG PRESSURE TREATED USING EITHER ALKALINE COPPER QUAT (ACID TYPES 8 & D) OR COPPER AZOLE (CBA-A, CA-B). 8. DESIGN LOADS. ROOF 25 PSF (SNOW) FLOORS, STAIRS & LANDINGS 40 PSF GFNEPAL CONTRACTOR 4M isi BALCONIES 60 PSF t t �•� A R�• ,,,, � 9. WIND ANALfSIS PER SECTION 1609 OF THE CODE, KENNEDY RESTORATION w. BASIC WIND SPEED 80 MPH (FASTESTS MILE), EXPOSURE B. 315 SE 7TH AVENUE 10. SEISMIC ANALYSIS PER SECTIONS 1615-1622 OF 1HE CODE. PORTLAND, OR 97214 (503) 234-0509 S, = 0.359 VERTICAL SYST' IA - LIGHT FRAMED WALLS WITH WOOD (503) 234-44-179 FAX y rb ' .WA SS = 1.059 STPUCTURAL SHEAR PANELS CCB# 3402 w SD = 0.76g SITE CLASS = D Sol = 0.409 SEISMIC USE GROUP I ,I R = 7 SEISMIC DESIGN CATEGORY = D SFISMIC IMPORTANCE FACTOR = 1.0 WOOD - - I. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR-LARCH (NORTH), VISUALLY GRADED OR MACHINE GRADED UNDER THE 1970 LUMBER GRADING <ULES OF WEST COAST 4x _, T LUMBER INSPECTION BUREAU. ALL LUMBER SHALL BEAR LEGIBI_E IDENTIFICATION STAMP. - ----� HDR EYP ALL FRAMING MEMBERS SHALL BE AS FOLLOWS: - (E) 2x4 STUD THICKNESS GRAS WALL ABV & 2x AND 3x MEMBERS '40. 2 OR BETTER BLW TYP 4x MEMBERS AND LARGER N0. 1 A REMOVE BURNEDSTUDS: 2x4 INTERIOR STUD __._._--> 2x4/2x6 EXTERIOR STUD t l"S &�m TO FACE 2.10 J ST CE OF BLDG. _ - .----� a 2. LUMBER SHALL BE DRY AND WELL SEASONED, AND THE MOISTURE CONTENT cn SHALL NOT EXCEED 19%. l 0 3. LUMBER PRESSURE TREATED WITH CHROMATED COPPER ARSENATE PRESERVATIVE (C�:A) ui X o SHALL NOT BE USED IN RESIDENTIAL CONTRIJCTIGN. 2 z 4. WOOD MEMBERS IN CONTACT WITH CONCRETE, MASONRY, SOIL, OR THAT ARE EXPOSED I;�•- TO WEATHER SHALL BE PRESSURE TREATED. TYPE AND LEVEL OF PRESSURE �J PRESERVATIVE TREATMENT SHALL BE ACCORDING TO 115E AND EXPOSURE. �"'� O N -(E) 2x4 STUD .'`r I 5. ALL STRUCTURAL PLYWOOD SHEATH114G SHALL BE DOUGLAS FIR STANDARD GRADE Q CN STRUCTURAL 1 WITH EXTERIOR GLUE CONFORMING TO THE LATEST EDITION OF PSI. WALL_ ABV & ALL PANELS SHALL BEAR LEGIBLE DFPA STAMPS. ORIENTED STRAND BOARDS (OSB) MAY J HLW TYP BE SUBSTITUTED FOR PLYWOOD SHEATHING IF IT IS RATED BY APA'S PERFORMANCE W M STANDARD RATING AND IS CONSTRUCTED OF 4 PLIES MINIMUM. SHEATHING SHALL BE LAID FACE GRAIN PERPENDICULAR TO FLOOR AND ROOF FRAMING. SHEATHING SHALL BE '-AID EITHER FACE GRAIN PERPENDICULAR OR PARALLEL TO WALL STUDS O 0 2 0 _ I 6. CONNECTION HARDWARE SHALL BE PER SIMPSON STRONG-TIE CO. (UP, ENGINEER Q APPROVED EQUAL). HARDWARE SHALL BE FULLY NAILED FOR MAXIMUM CAPACITY PER MANUFACTURER'S RECOMMENDATIONS, U.N.O. ALL JOISTS, BEAMS AND HEADERS W0 L.J j WITH NON-BEARING END SUPPORTS SHALL, HAVE SIMPSON HU HANGER OF SIZE 0 RECOMMENDED FOR MEMBER, U.N.O. HANGERS OR OTHER HARDWARE IN CONTACT �/ r WITH WOOD MEMBERS WHICH HAVE BEE,4 PRESSURE TREATED USING EITHER ALKALINE COPPER QUAT (ACO TYPES 8 AND D) OR COPPER AZOLE (CBA-A, CA-B) SHALL -r HAVE A HOT-DIPPED GALVANIZED RATING OF G-185 OR APPROVED EQUAL. w 7, ALL NAILS FOR CONNECTING WOOD MEMBERS SHALL. BE COMMON NAILS, UNLESS NOTED OTHERWISE. MINIMUM NAILING REAUIREMENtS OUTLINED IN IBC - TABLE 2304.9.1 SHALL BE FOLLOWED UNLESS NOTED OTHERWISE. COMMON NAIL y„ v, i SIZES ARE LISTED AS FOLLOWS: t w a 1 1 C�..:__._.,___ �_.-•- ____.__ COMMON NAIL SIZE STANDARD LENGTH SHANK DIAMETER 21 �� v 1 -- 6d 2„ --- Or113" r 8d_-- - 21/2" -- 0.131" 10d 3' 0.i48" o " 1 o _ __ I �` �-�- 124 31/a" 0,148 " 0.162" - - - 16d 3112 -- - ! � © `f_.__--_-•- 204 4" 0.192" - - NAILS USED IN WOOD MEMBERS THAT HAVE BEEN PRESSURE TREATED USING _. _.. EITHER ALKALINE COPPER OUAT (ACO TYPES 8 & D) OR COPPER AZOLE (CBA A, �-J�__-.-• CA-B) SHALL BE STAINLESS STEEL OR SHALL HAVE EITHER A MINIMUM H01- �,__r• DIPPED GALVANIZED RATING OF G- 185, A MINIMUM ELECTROGALVANIZED CLASS RATING OF 40, OR 01HER APPROVED CORROSION RESISTANT COATING. 8. USE OF MACHINE OR GUN NAI;ING Iq ACCEPTABLE PROVIDED THAT NAIL.HEADS DO NOT PENETRATE THE OUTER PLY MOPE' THAN WOULD BE NORMAL FOR A HAND HAMMER AND THAT MINIMUM ALLOWABLE EDGE DISTANCES ARE MAINTAINED, 9, ALL NEW EXTERIOR PLYWOOD WALL SHEATHING SHALL BE MINIMUM 1/2" PLYWOC� I OR OSB NAILED WITH 8d 0 6/6/12 (EDGE/BOUNDARY/FIELD), U.N.O. it -, ,A ts�M;,r:'�^1ud ;'t' d ' 4�'.'.. ;.;triwa- F.•:M.asa. w,.....�,. ..--- -- 10 TOP PLATE OF ALL STUD WALLS SHALL BE TWO PIECES THE SAME SIZE AS THE STUDS. SPLICES ARE TO LAP 4'-0" MINIMUM AND BE MAILED WITH 12-164 NAILS MINIMUM EACH SIDE OF JOINT. FIRE REPAIR PERMIT SEt ISSUE oe���i06 1. MEMBERS OBSERVED TO HAVE STRUCTURAL FIRE DAMAGE ABOVE AND BEYOND ISSUE DESCPIP110N SURFACE DISCOLORATION SHALL BE CLEANED AND SCRAPED TO REMOVE ANY CHARRED MATERIAL, IN ALL CASES, MEMBERS SHALL BE REPLACED PER THE DRAWINGS WHEN SCRAPING OF CHARRED MATERIAL RESUL S IN REDUCED SHEET;REE MEk'BER SECTIONS EXCEEDING THE FOLLOWING CRITERIA: SECOND FLOOR AMINAL MEMBER SIZ MAT RIAL REMOVE FRAMING PLAN 8 I x 1/�6 2x AND LARGED 1/9 GENERAL NOTES STRUCTURAL FRAMING SHALL BE REPLACED TO MATCH EXISTING MEMBER - ENGINEER DRAWN BY SIZES SHOWN, U.N.O. MN MN 2. GALVANIZED GAUGE METAL HARDWARE (e.g. SIMPSON CONNECTORS) EXPERIENCE -- RROJkCTNUMBN x, A LARGE REDUCTION IN DUCTILITY WHEN EXPOSED TO EXTREME HEAT AND ARE DATE +' PRONE TO BRITTLE FAILURE. ANY HARDWARE SHOWING EVIDENCE OF HEAT 04/07/06 106125 DAMAGE, SUCH AS BUBBLING OF SURFACE GALVANIZATION OR WARPING, SHALL SHEET NUMBER - N BE REPLACED TO MATCH EXISTING, U.N.O. 631 s w `Ys 3. MEMBERS DISCOLGRFD BY SMOKE SHALL BE SCRAPED AND SEALED fl `++ �y SEALANT OR PAINT APPROVED FOR SUCH USE. ` 1 . I(7t .nC�'ii r,rrl,'..,rt�i`fi'I IA" ;1 r1sy5?� ,""? "'3 ��^"4'i ,, :'" r' r 1 .c _ WITH A � S2wl GENERAL STRUCTURAL NOTES COPYRIGHT z 2006 Mk ENGINEERING.LIC r, y( ,'^"1... 1y. Y' •i. a % .„a+V.i•r.<w•.+,AeJi•P`r ya..JwriW w+a. WApBp:- 1 • s�aau�mrawMx�,wii�perw�r-tiwf�h�"�Rti"` <?�"' r•: : �VYs:i.r,3:�.>n�"� r ;.. roc � a»ifaw'vwr I II II I il.. 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INDICATES (E) 2x STUD WALL BELOW 6, :____= INDICATES (N) 2x STUD WALL BELOW 1i 1 1 7, P------q INDICATES 4x HEADER PER DETAIL 1/53.1 8, "1 INDICATES RIDGE I 9. REPAIR BURNED EXTERIOR SHEATHING WITH 15/32" COX L PLYWOOD TO MATCH EXISTING, AS REDID. MINIMUM PANEL 4AW REPLACEMENT SIZE SHALL BE 2'-0" SQUARE. NAIL W/8d I y1„ GALV. BOX 0 4/4/12 (BOUNDARY/EDGE/FIELD). D PpQF�s�j G3 I C 17 l EXPI 5,/17/31/06 I n OREGON 1(7 ORER13' V 'RKJ.opv GENERAL CONIRACIOR N. ERIA .-aIw KENNEDY RESTORATION 315 SE 7H - -- 1 PORTLAND, ORVENUE 97214 (503 234-0509 �I --_ - - - _ - (503 234-4479 EAX r _ _ _ .. �. CCB 3402 y; 4ROwmri J t ALJ I I J �- NEW GABLE END 'Ru5S dY MFG. 1 i N 2z4 STUD WALL 11 NEW ROOFING i P R I/SSA 0 ATTIC PROVIDE CLASS B CEDAR SHAKE I I I I SHINGLES (NON-FIRE-RETARDENT i PRESERVATIVE) OVER 15){ FELT .BRIM•-, I I TYR ENTIRE ROOF. I I tp ti I I El w PROVIDE ATTIC VENTILATION 5 I I I 1 1 m v, , , PER GENERAL NOTES A1.0. 1 A3.1 1 1 1 x tt PITCH = 5:12 (V.I.F.) �7 0 1 I U ~ Z p w , , t 1 1 I I I U K I I �J i I I 1g CDX PL ODD (OR OSB) I I NBLOCKED (P=32/16) IN COMMON ILS 0 6/6/12. " w LOCK ALL ED ES W/20 FLAT. � � � � 1 I 1 TOP CORD SISTER L7 - 1 FIR"' a (N) 2x x6'-01 1 1 „ RI I — RpOGE I 1 _ , _. - - - ii - Q Q I 1 1 11 RE AIR 2 TRUSSES CUT ' I BY FIRE DEPARTMENT W W O I I II , I 11 11 i— LL r i i 1 1 , 1 I , 1 11 II J - _ - r ' _ J I 1 1 �� 1 1 _ _ _ - - 11 1 Ir - 71 11 I I (N) CHORD 1 1 TOP CHO DD SISTER EA. SIDE �t J 1, 1 1 W CD (E) JACK TRUSS 1 ,n 11 It 0 24' O.C. TYR m I I � II 11 II 1 1 Q UI I 11 I I _ _ I , 8O ' I I I I I I 4 � 53.1 1I to r II S PERMIT SET 15511E 01/07/08 65UE DESCRR'IION 'rf Y7# ' W sHEe 7111E ROOF FRAMING PLAN 1 � ENGINEER DRAWN W MN MN DATE t IEi IIIIMlE�04/07/061061PEIN SHFR NUWER ---- - VS2 , 2 11: r1 y A'n. CORYRNiN7T:D0lW ENGMEFRN(i.IIC � $L..Fr, '. '�k y�E".IrA tRIk:94P�7r15 t I okIOm0"I cm A 4 8 D 7 8 EI 10 11 12 3 IA 18 17 IB 19 20 21 22 23 24 25 26 27 26 29 30 25X 1 10 jolwamploolm low"- RR. t . . . c ,_ ,. , . _ w*rM, 'R .. . . NMI STI^'t�lw► .. _ `t 1 HEADER PER SCHED HEADER SCHEDULE (SEE NOTE 1) MkengineeringSEE NOTE 1 PROVIDE DOUBLE -, \ PO BOX 16430 L KINGSTUD WHERE OPENING W UTH HEADER ,ILI- WHERE OCCURS PORTIAND,OREGON 97292 OPNG EXCEEDS 6'-0" MIN PLATE SPLICE__ .-.- SEE SHEAR TRANSFER UP TO 6'-0" 4x8 _ 2x (503) 777-,9X6T (503)777-5"F (2)16d FACENAILS -- I I 4'-0" W/(12)16d / SECTION OR PLAN - 0 - — - - -� "- - THROUGH ONE It I / 6'- " TO 8 -0" 4x10 (2) 2x U.N O. ON PIAN ( --- TO STUD \, 8'-0" TO 10'—O" 4x12 (3) 2x 2x STUDS PER - - PLAN 0 16" D.C. PROVIDE NOTES: DOUBLE / (2)16d FACENAILS 1. HEADERS, KINGSTUDS AND OTHER y TRIMMER STUD TO HEADER REFERENCES ON PLANS SHALL i AT OPNG'S GOVERN OVER TYPICAL DETAIL _ 2x TRIMMER - - GREATER • & KING STUD THAN 8'-0"- � � 2. PATCHES IN EXTERIOR SHEATHING SHALL BE MINIMUM 24" IN LENGTH AND WIDTH, SHALL DGES BLOCKED SHALL BEV NAA ED LL EW/8d COMMON ORD GALVANIZED BOX NAILS ® 6/6/12 (BOUNDARY/EDGE/FIELD) ! I STAMP - SILL PER SCHED - ' vrnw, .t iv "1w Oft-TRIMMER PRE SURE TREATED ,`tLQ��C� PRQF�s � 4w 8 04(KE OCCURS 2x S I I_L IE 1111111 11h4b" Q w 77346 naE'' mlra ",e+ )) 'q1 _ TOP OF SLAB XPI S: 12/31/06 OR SHEATHING ; OREGON ,� �MBER�� L V o; , ' y" Cm N FACENAILS OR 16d COMMON ® 6" O.C. AT WOOD '9� QP/ We OSIER �2�16d 28d TOENAILS EACH 16d FACENAIL 0 12 O.C.- �f1 J 14 'wAueWl[R POST SIDE C1F STUD FULL HEIGHT MULTIPLE STUD FRAMEDWALL SCHEDULE.LLSOR PER SHEAR GENERAL CONTRACIOR - KENNEDY RESTORATION 315 SE ENUE TYPICAL BEARING / SHEAR WALL FRAMING 3/8"=1'-0" PORTLAND, ORV97214 R503 234-0509 03) 234-4479 FAX CCB# 3402 � tV I -- (N) ROOF TRUSS - / BY MFG (N) ROOF SHTG PER PLAN ROOF DIAPHRAGM �- ROOF DIAPHRAGM BOUNDARY NAIL � BOUNDARY NAIL NI INSULATION-�, / ( / (N) 2x BLOCKING PROVIDE BLKG EA. SIDE OF -� 2x BLKG (N) FASCIA & RIDGE WHERE RIDGE VENT \ �- ROOF SHTG I"'� SOFFITS TO OCCURS / PER PLAN r- �� MATCH (E) L (N) GYP, BD. � '' .`f• * t.* ,p . .. Vim. '�Y .l T3 1 E `1.J�J i •1 7 EACH TRUSS 1� �, Q (V E 2x STUD WALL ROOF TRUSS Y O BY MFG Q T� '�',.'S TO LEVEL PRIOR TO INSTALLING REPAIRS, � O w +hew« Er> '"*4 Call" NAIL CONNECTORS SHALL REMAIN IN K PRXTICABLE. I', *AST "A fS �94&L BE EITHER 7/16" CDX PLYWOOD MATCH (E) W 0 ' Sf TURAL f1ANELS' ��2'-g" MAX � O ft* %WS $101CATM SHALL BE BOX NAILS, UNLESS 01114,RMMSE. W !n '1410-410 �PlATES SHALL BE GLUEC TO TRUSS MEMBERS .J � c v ERS ADHESIVE IN ADDITION TO NAILING. � Nl • SECTION @ SHEAR TRANSFER 1"=1'_0.' t SECTION @ RIDGE , "=1'-0" LLW __ --'_ _ 2 t + ^ SME Of TOP MIDDLE 1/3 SPAN ,-- EDGE EDGE NAILING (E.N.) T d/3 MAX BOUNDARY NAILING (B,N.) -d/6 MAX 2~ '�'� �- FIELD NAILING (F.N.) I"�' /17 6 6 - 16d SINKERS a d 3 MAX l L - I•( - - 1 f - L - 1 1 w / �_-\P1 ISI I•I .- 1 '�1•I \ 1•I 1•% ' 5" O.C. EA. SIDE I `A FULL SISTER LENGTH -.- Q_ al o , ,� I I I / I I Iasi I I 1 1 1 1 I I i 1 Y I I 11 I•I •I` lei i I•j\` I.1 I t �. I I I I I �_,. d/4 MAX 2" MIN d/6 MAX- �+ > 1 1 1 I 1 i t ISI 101 ISI I 1 ISI I.I 1.1 + • I I I I d/3 MAX--- 1 1 i t I I i I I I I r11110 I0I IIlei i1•IJOIST SIZE MAX BORE DIAMETER MAX NOTCH DEPTH x WIDTH , t 1.1 I.I11 I i 2x6 1 '/4 7/8, X 1 3/41 11 -- -1 � 11 1 -� 1 1 I r 2x8 23/8~ 1 1/8 x 23/8" I�`i 1 1 1'I 11 I 1 1 PERMIT SET ISSUE T - Od/07/06 (E) 2x4 TOP ---_— - ----._____ — - I I l I I I I ! I \`�\ I CHORD 2x10 311 11/2" x 311 ISSUE DESCRIPTION �__.. --- I•I I.I I•I I• I•I I•I ��.�� 20 12 33/," 7/8 3/4" 11 1 1 ET TILE " 1 " X 3 I I I I � I•I I I SHE ,.. FRAMING NOTES: E,N.� E.N. WOOD AN BORING NOT PERMITTED IN THE SAME JOIST SECTION WITHOUT TYP TDI, JOIST DETAILS 1. NOTCHING D REVIEW AND APPROVAL BY STRUCTURAL ENGINEER, PLYWOOD SFE - OR TRUSS _ PLAN FOR SIZE ENGMEER DRAWN BY 2. NOTCHES NOT PERMITTED IN MIDDLE THIRD OF JOIST SPAN. MN MN LEGEND 3. NOTCH WIDTHS GREATER THAN SHOWN ABOVE NOT PERMITTED WITHOUT DATE PROJEC?NUMBER • DIAPHRAGM NAILING SPECIFIED PER PLAN REVIEW AND APPROVAL BY STRUCTURAL_ ENGINEER. = Xd ® A/B/C 04/0706 106125 UNBLOCK OQIAPHRA M - 4. MULTIPLE BORES NOT PERMITTED IN THE SAME JOIST SECTION WITHOUT B.N. 1 s;1EE?NUMBER E.N.- - F.N. REVIEW AND APPROVAL BY STRUCTURAL. ENGINEER. 7 S3w1 DIAPHRAGM NAILING DETAIL112" 7 BORING & NOTCHING OF JOISTS N T 5 -1'-0' COPYRIGHitD200dMKENGINEERMG,ILC .., r.. .. ;.'d..»n'r.q'!ulA,f1.,W.1N6lRWY,✓„`jM{•,.K"P r" 6t�^J�e �l .. ,�;n'{t � b,..f;�r,t , ,1. r F ���InI nniun uti fiu uu unun ut+ nIl ulI uu nfi Inl nu ull n`li iiN-►lii7iii'"Till 1 a"i1'uil iiii"iiilii^,L�" i ilii ui'i1ii1 ui1 1i11 Ilu III( lili Iui uil ntl Iul ull un'inl uil illi nu Liu un ull un uu nn ILi1 Ilu uu uu un ttwr � � il ► Ii � i � i lommO.lcm ® 10 it 12 13 lA 18 17 18 Iii 90 21 22 23 24 98 26 27 28 29 30 , 1'. 1 ;. •'Ila._. .1-:yC+t 2 G c' " 4•+ar,a } �� t%1 I 1 Of NONI • 1O N,Eet{ I .1 i I,I,I,I, O kill J,I,I,dJ,dA.I �frf ,I d • �. , •�' � t:.,';,. ,art C d.: a n m. N lt..:l' r �'t yf�•'y af.; 6B .�I?'II tl ,�' Ry,,).:i'k • l,A.gr, •,. ., ,. Y