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Plans 15374 SW TH U RSTON LN . TI GARD , OR 97224 RECEIVED JUN 12 2021 PROPERTY DAMAGE CITY OF'i IGARD SOLUTIONS SW CEDAR HILLSS BLVD.SUITE 106 • DESCRIPTION OF WORK: GENERAL NOTES: DRAWINGS: BUILDING DIVISION 2850BEA SW EDA HILLS BLVD. D.SUIT 106 54 CONTACT:CHRISTOPHER NESTLERODE • REPLACE DAMAGED INTERIOR FINISHES, - VERIFY ALL DIMENSIONS AND CONDITIONS, AO - TITLE SHEET PHONE:503-382-8000EM CHRS@PDSLCNW.COM WINDOWS AND DOORS CONTACT DESIGNER IF THEY VARY FROM Al - MAIN FLOOR PLAN • REPLACE DAMAGED WALL FRAMING , SHEATHING THESE DRAWINGS. A2 - SECOND FLOOR PLAN AND EXTERIOR SIDING A3 - SECOND FLOOR FRAMING PLAN • PROVIDE NEW ROOF FRAMING, SHEATHING, AND - ALL FRAMING MEMBERS TO BE DOUGLAS PARTIAL BUILDING SECTION Iz ry ROOFING FIR-LARCH #2 U.N.O. A4 - LOWER ROOF FRAMING PLAN Q A5 - ROOF PLAN n- o - FRAMING CONNECTORS SHALL HAVE ALL c THE NAIL HOLES FILLED AS SPECIFIED BY THE CITY OF TIGARD W F MANUFACTURER, U.N.O. OFFICECol REVIEWED FOR ODE COMPLIANCE Z 70.00' Approved: [ ] 2 o 'Iii — — — — — - SEAL EXISTING BUILDING SURFACES OTC: j ] 0 z EXPOSED TO SMOKE AND NOT IDENTIFIED AS Permit#: rAST2d�l-0Zf 31 W DAMAGED. SEAL PER RESTORATION N Address: �53�4 ,SW In� LI1 I Address:fan ii: F :,' I CONTRACTORS RECOMMENDATIONS OR AS �,, Ii eeb Suite#: REQUIRED BY JURISDICTIONAL �`�a.. be on By: Date: 712.a/2/ RECOMMENDATIONS. . • ��- n.�:�_�_2 -:I: I ' BUILDING CODES: z II I - ALL NEW AND REPLACED COMPONENTS OF �} THE BUILDING ENVELOP SHALL BE INSTALLED m::: WITH PROPER DRAINAGE AND FLASHING PER 2021 ORSC c}- M N N ,�m Q cn r,- I4 IL MANUFACTURERS CURRENT WRITTEN "' G I ` . INSTRUCTIONS AND DETAILS AS REQUIRED BY — ,‹o= D f \ -t fORSCSECTIONR703. \ CY CODE COPLA\ CE LIABILITY F- I ;l .I - I The City of Tigard and its TABLE N1101.2 EXISTING BUILDING COMPONENT REQUIREMENTS iJ I 1 ` s employees shall not be cn I ` ` responsible for discrepancies � t WALL INSUL R-15 { # CONTRACTOR:� which may appear herein. I, 1 " � FLAT CLG INSUL R-49 w _ KENNEDY RESTORATION VALIDITY OF PERMIT VAULTED CLG INSUL> 10 IN. NOMINAL RAFTER DEPTH R-25 W ' -,• -.v _ _ 13909 NE AIRPORT WAY THE ISSUANCE OF A PERMIT - CO BASED ON CONSTRUCTION VAULTED CLG INSUL>8 IN. NOMINAL RAFTER DEPTH R-21 W PROJECT HAS NO CHANGE I PORTLAND, OREGON 97230 DOCUMENTS AND OTHER UNDER FLOOR INSUL> 10 IN. NOMINAL JOIST DEPTH R-30 J TO FOOTPRINT I PHONE 503.234.0509 DATA SHALL NOT PREVENT f= CCB #: 3402 THE CODE OFFICIAL FROM UNDER FLOOR INSUL>8 IN. NOMINAL JOIST DEPTH R-25 F— TAX ID. 2S112CA06800 CONTACT: DAVID GERBER EM: david kenned res.com REQUIRING THE CORRECTION SLAB EDGE PERIMETER INSUL R-15 OF ERRORS. ORSC 105.4 0.00' g� yWINDOW CLASS U=0.30 7 SKYLIGHT CLASS U=0.60 EXTERIOR DOORS U=0.20 SITE PLAN NORTH /\ EXTERIOR DOORS w!>2.5 SF. GLAZE U=0.40 s AO / FORCED AIR DUCT INSUL R-8 SCALE; 1/16"= 1'-0" AO . . �� . LEGEND: PROPERTY �� (N)COMBO SMOKE/ DAMAGE � CARBON MONOXIDE DETECTOR SQLUT{ ONS�������. 285OSYV CEDAR HILLS BLVD.SUITE 1OV (N)SMOKE DETECTOR w/BATT BACKUP BEAVERTON0REG0N97OO5-1354 � . 7 (ALL SLEEPING ROOMS) CONTACT:CHRIST0PMERNESTLERODE -' PHONE:��382-8000EMCH0S@PDSI-UCNW.CVM ' LIVINGIDINING ROOM ` | WALL ����'*�^ ~ �����_K� KEY: . EXISTING WALLS c - - � ' RE�OyEDWALLS � | ;�i -- -- � � / u�u�uu*u� - REPAIRED �� � ' CL 0 UP— PROVIDE(N)SIDING UU ONEXT . O� — KrrCHEN / ����-����� � . � NOTES: ����. � (N)OPEN|NGSAR�TU MATCH EXISTING. NEW ~� � ^~' � | BATH `"M ^� WINDOWS MUST MEET EGRESS REQ. UJ � '� | �- - !ND|CATESTEK�PEREDGLAZ|N{� ~ ' ' ~�-="=� ` -- U- !_ cp ALL NEW EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL 0c) HAVE AMIN, u` � NET CLEAR OPENING OF5J S().FT. FAMILY ROOM F-- ` -- ^- -~l | OPENINGS ATGRADE FLOOR MAY HAVE A NET CLEAR OPENING |' . OF5SQ.FT. ` — ' MAX. HBQHT{)F SILL SHALL BE44INCHES. � K��N NET HEIGHT SHALL INCHES, - . ` ' MIN. NET CLEAR[>PEN|NGVV|DTH SHALL BE20 INCHES. CD L ' WINDOW WELLS- MIN. HORIZONTAL AREA OFTHE WELL = � � � SHALL BE0-SO]��' ���� (3\ \ WITH AMU� HORIZONTAL PROJECTION AND WIDTH QF36 ���3: INCHES LAUNDRf ^ ' � /�\ PROV|DEA�|N, 1/2"GYPSUK� BOARD ON VVALLS850" GARAGE y GYPSUM BOARD ON CEILING @ GARAGE SIDE OF LIVING AREA FDRSEPAF�J0N . � -- -- C8 SOLID CORE, SELF CLOSING DOOR [L ^ ' LID (4) ALL NEW EXTERIOR AND NOTED WALLS TO HAVET1'11 SIDING /SHT'Gw/8d NAILS @R'O.C.AT THE EDGES& 12^U�C. |N THE FIELD, BLOCK ALL PLYVVD. EDGES TYP. U.N.O. ' 4-- ` ~~�� ^�~~°=°=~��~-°�~ = -4 \�/ - �L /�\ REMOVE ALL EXISTING INTERIOR FINISHES, INTERIOR u- OOORS. INSULATION,AND TRIM AND REPLACE WITH NEVV K8ATER|ALSTDK�ATCH EXISTING K�ATER}ALSU.N.O. ww ���°A3 w-- 04 ---� / ~ /�z REPLACE EXISTING SIDING WITH NEW SIDING AS NOTED. U~ �� �� REPLACE EXISTING INSULATION WITH NEW INSULATION PER3-O^ 27'0 `` TABLE ON SHEET AO. NORTH 1 �� ������ FLOOR PLAN �� DUCTED BATH FAN K�|N. 8OCFK� |NTERKX\TTENTor2DCFK4 ' FIRST m�.� n : ^~~~^�' ~=~x u o w��* �w � -- CONT|NU0U3� AlSCALE: 1/8^=1'-U^ Al' ^~-�� ��� U ° ° " LEGEND: PROPERTY (N)COMBO SMOKE/ DAMAGE ® CARBON MONOXIDE DETECTOR SOLUTIONS 2H50 SW CEDAR HILLS BLVD.SUITE 106 ROOF ® (N)SMOKE DETECTOR w/BATT. BACKUP BEAVE RTON,OREGON 97005 1354 (ALL SLEEPING ROOMS) CONTACT:CHRISTOPHER NESTLERODE BELOW PHONE 503-382-8000EM.CHRIS@PDSLLCNW.COM WALL KEY: x, ? - EXISTING WALLS $k r= _ _ = - REMOVED WALLS it N_ r ' I I 1 ._. .�����r��������� - REPAIRED WALLS D¢.. ' PROVIDE(N)SIDING o ON EXT, CC a co i OPEN , BEDROOM 2 ILI TO C__J N NOTES: o 1 BELOW Z J --, \ _i Q 0 i DN CLST (� (N)OPENINGS ARE TO MATCH EXISTING. NEW FRAMED 0 r=- ,? WINDOWS MUST MEET EGRESS REQ. LL! y - ri r T �,® " - INDICATES TEMPERED GLAZING r ,� - ALL NEW EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BEDROOM 3 w °' BEDROOM 1 [____j HAVE A MIN. r I [_ NET CLEAR OPENING OF 5.7 SQ.FT. HALL r f y 1 OPENINGS AT GRADE FLOOR MAY HAVE A NET CLEAR OPENING I CLST OF 5 SQ.FT. - L i ( l - MAX. HEIGHT OF SILL SHALL BE 44 INCHES. I _ __ - MIN. NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES. —a.N } % CL BED 1 HALL BATH N - MIN. NET CLEAR OPENING WIDTH SHALL BE 20 INCHES. ct • // O 1"O N I - WINDOW WELLS -MIN. HORIZONTAL AREA OF THE WELL o Z N a (9 - I SHALL BE 9SQ.FT., i w r4mw ti 4 ) WITH A MIN. HORIZONTAL PROJECTION AND WIDTH OF 36 n o°M / INCHES. — _ BATH i — - I- BEDROOM 4 ao ,2) PROVIDE A MIN. 1/2"GYPSUM BOARD ON WALLS&5/8" GYPSUM BOARD ON CELING @ GARAGE SIDE OF LIVING AREA in 55 can j j FOR SEPARATION. Co 8> \CIL ° - * _ <( ` � i N SOLID CORE, SELF CLOSING DOOR —I . L--------;�' T CL � I j if) 'AD ALL NEW EXTERIOR AND NOTED WALLS TO HAVE T1-11 CC ROOF (t 1 SIDING /SHT'G w/8d NAILS @ 6"O.C.AT THE EDGES& 12"O.C. 0 in BELOW 1' I IN THE FIELD, BLOCK ALL PLYWD. EDGES TYP. U.N.O. 0 I, II LL ____ ,_ REMOVE ALL EXISTING INTERIOR FINISHES, INTERIOR a DOORS, INSULATION,AND TRIM AND REPLACE WITH NEW z 2 MATERIALS TO MATCH EXISTING MATERIALS U.N.O. 0 A3 \4(I) '. REPLACE EXISTING SIDING WITH NEW SIDING AS NOTED. LU 30'-0"© '-0' ' 7) REPLACE EXISTING INSULATION WITH NEW INSULATION PER TABLE ON SHEET AO. Alki SECOND FLOOR PLAN NORTH DUCTED BATH FAN MIN. 80 CFM INTERMITTENT or 20 CFM CONTINUOUS. A2 SCALE: 1/8"=1'-0" A2 II AO . ' t,-,,, PROPERTY ., DAMAGE SOLUTIONS ... \ 2FS50 SW CEDAR HILLS BLVD.SUITE 106 . BEAVERTON,OREGON 97005-1354 ,\ CONTACT:CHRISTOPHER NESTLERODE PHONE:503-382-8000 EM CHRIS@POSLLCNW.COM �� \ N n `j o - (E)WALL FRAMING-- W a REPAIR PER PLAN W (N)2X FLAT BLOCKING W o_ (E)/(N) WALL _ '.- / AT(E)/(N)SHEATHING SHEATHNG PER PLAN SPLICE ¢ z o CEILING JOIST SPAN TABLE: R802.4(2)FOR 2x6#2 DF @ 24"O.C. R-21 INSUL.— -8d @ 6" O.C. EDGE Q LIVE LOAD 20 psf, Ut1=240 (N)LEDGER PER \ F. NAILING 5'-6" W SPAN @ 10psf JOIST SIZE JOIST L PLAN \ SPAN / �_ DEAD LOAD SPACING BATH -: ,� I (N) ROOF LL 7'-3"- 10'-6" #2 DF 2x6's @ 24"O.C. I RAFTERS PER (E) FLOOR FRAMING PLAN R- INSUL.-- Fl -e rj�.� bk.9- (�\\1JA. a-- A ATTIC nn \SiS6:Y `1 i f1 _ fl ` I61''''i J iih j! ti I �I S • wit- — �a/ = (0? - - - - - ___ 0 :.:_- - o / no°m • ' ti� a r- — — — — tx — — -1. i (E)(3)2X10 (N)CEILING JOISTS O� `- — — — _ co I PER PLAN Z�I� — �,�i. — �i — — — — — (E)GLULAM BEAM Q O 00 -- W • — `, ,.k 1 J o � U �O v,' — — — - - aU nt z N�� - -- — — — — "' — (E)/(N)WALL FRAMING C�W i� -- �— o PER PLAN Z to E ` 32X10 - - � - — Qz co r'''� ', ,� GARAGE Iz _ ' I �. _ I I 1 „olds I] E �- o �, i i 27,11 �C6 G�N o f I —I " — I i� _ Li_00 CONNECT TO � (E)CONC SLAB ` a--I� POST WI(E) SIMPSON 'HU' Z< POST CAP 3'-0" 27'-0" / HANGERS,TYP \I \ o H E)4X4 POST / W Q CO 0- �1 PARTIAL SECOND FLR FRAMING PLAN NOR 2 PARTIAL BUILDING SECTION A3 1 SCALE: 1/8"=1'-0" i. A3 SCALE: 3/8"=1'-0" A3 . . , PROPERTY BLDG. PAPER DAMAGE COMP ROOFING \ (N)RAFTER PER 2850 SW CEDAR HILLS BLVD.SURE 106 PLAN \i ------7--.....%= BEAVERTON,OREGON 97005-1354 ,. ROOF SHEATHING , \ \ CONTACT:CHRISTOPHER NESTLERODE \ , , PHONE:503-382-8000 EM CHRIS@PDSLLCNRCOM /1 8d @ 6"0.C. -\ ' \ ---- --• - \ \ \ --01"-- -- ,.., -------- 27'-6" 2'-0" ----,- 2x BLOCKING 6" O.C. TYP. .......-r-,-- --- CC A -..- --- -k ------il.., ,...._ .. _ i . -ss's--------5.------s. , ,/ _IT ---\ L w d Lt: INSUL PER TABLE CC `< \ ... --....., i 1 \,-- GYP. LU P 6i) i , /1 0 _; L..........:,--..,i Z.'.1.. ,,' \ r (N)JOIST PER PLAN < z o 1ri I t 1..;, r; 3, r, Z..r) N— ,,,,: 1 , I [ ''' N,___. PROVIDE SIMPSON H2.5A 2 < ii I CNNECTORS 0 F_ _ O @ EA ,. ROOF RAFTER. LU.t it I i t; _ _ _,,, !I1 fx) ( 2- TYPICAL EAVE DETAIL II \ A4) SCALE: 1 1/2 = 1'-0" _______I; 1 RAFTER SPAN TABLE: -4- ..,_-•,-,-, __:-... ' C-7-=7=:::::::-.=74! 1 i r i' .'''.) N R802.5.1(3) FOR 2x6#2 DF @ 24"O.C. NEW 1/2"CDX-- L th II i i, 1 t GROUND SNOW LOAD 30 psf, L/.6=180 w w PLYWOOD APA ---c-,------------- -----4-1•....—:,i! i- --- SPAN @ 10 RAFTER SIZE RAFTER RATED 24/0 i--- 9 ;; , i! 1, DEAD LOAD SPACING 1 11 ROOF SHEATHING ‘,~ IL-N ,,, ._ _ 16'-9"-9'-9" #2 DF 2x6's @ 24"O.C. Z STAGGERED. ii. NAIL w/8d @ 6" , I il a- Tr) O.C. ON i- ,, r (N)2X6 LEDGER W/ ) (...9 SUPPORTED .6,0 to , (N)2X8 HIP,W/ r SDS 1/4 X 4 1/2 @ 16" EDGES AND 12" i' col SIMPSON 1...SS' HANGR 0.0 INTO STUDS / 2 . O.C. (MAX)IN -......- i . _ _ ._ „ ,.. ._•_ _ ____ _ ....„,..,... THE FIELD. — — —...,— —too • ec HATCH „ \ 2) ' 111 111111 CATES THE U.... • INDI I DAFTE S 24' .G---- ,,,. ----SIMPSON A4 , N)iX6 is— I 1 I I it 'HU' LL EXTENT OF THE 0 HANGERS, NEW SHTNG. 0 TYP fX 2 Ct LLI 30 A4'-0" 0 —I CT'` LOWER ROOF FRAMING PLAN 41 I IN 1 A4 SCALE: 1/8"=1'-0" A4 i PROPERTY DAMAGE SOLUTIONS .,, 2850 SW CEDAR HILLS BLVD.SUITE 106 \\\//// BEAVERTON,OREGON 97005-1354 P030EPDNWCOM 2 " 2-01 1t.- ........._...:_m._:F i a a_ r LU I? — U t i S¢ Z I t; ti", coQ r ;{ I F • { 1i L :�`. ' NO WORK ON _ a, THIS ROOF I ; m t i {1 \ eV :{ Ifl I . 1 �I II I; ` N W? I7.1 NEW COMP j,l =U II s cx o= ROOFING III 1 o OVER#30 ti (? + , BUILDING FELT. I'! t' SEE PLANS (II i ' ` ,s FOR EXTENT III ___ OF TRUSS III .. ......_..._.__ -i REPLACEMENT, o f H REPLACE ALL Co I ., I ---X VENT STACKS I1, 11 N Z AND ROOF j'1 9 1i Mt Q VENTS WITH r1 NEW i , . - - - --- - —i-- � INCLUDING C1 <' __ — i O NEW BOOT — — — ----- — 0 FLASHING ON 7'` cr VENT STACKS. —` • 30'-0" F'-0', ROOF PLAN A5 SCALE: 1/8"=1'-0" A5