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Plans . , CRONE FIRE DAMAGE REPAIR Approved plans ,, TiktiCTUR,i WC 11) CONTRACTOR: 4 shall be on iob sq,-2,. ,a..0 PRop.6..._ ADDRESS: SUMMIT RECONSTRUCTION & RESTORATION4,.Y.) c) G I 16095 SW 92ND AVE. 7215 SW BONITA RD. , 6,\4' Er ''' 69194PE - —I TIGARD, OR 97224 TIGARD,OR 97224 0 CONTACT- DAVID HALLINirGI .k OREGON OF WORK CONTACT EMAIL-DAVID@SUMMITRECON,COM 0 Q,'"' co SCOPE 0 CI > cn Lq LR 0 THE SUBJECT STRUCTURE IS A 2-STORY WOOD-FRAMED CONTACT PHONE#-503.451.3544 CITY OF TIGARD • '4 /0, 753 S. CCB#: 153107 REVIEWED FOR CODE COMPLIANCE \HALLIN ' C. RESIDENCE BUILT ON A CONCRETE SLAB ON GRADE.THE SCOPE OF WORK INCLUDES REMOVAL OF AN EXISTING STUD Approved: [ EXPIRES: 12/31/2020 (T) 0 g IS I WALL BETWEEN THE KITCHEN AND DINING ROOM,AND OWNER: ()ITC. [ 1 a) a) REPLACING IT WITH A CEILING BEAM.ADDITIONALLY,AN DEBORAH MARIE CRONE Pemth #: OAS , l.C) — EXISTING BEAM ACROSS THE MIDDLE OF THE KITCHEN 16095 SW 92ND AVE. Address: ,( ' ' ' A VI-e-- = '....k. ' L- LU CEILING WILL BE REPLACED AND UPGRADED. POSTS AND TIGARD, OR 97224 stare #: FOOTINGS WILL BE ADDED AT BOTH ENDS OF EACH BEAM. A3r- By: Date: 0V 21 L. : . ?A r ONE DOOR WILL BE ADDED TO AN EXTERIOR WALL, OTHER ' ,FY OF TIGARD CHANGES TO SOME NON-LOAD-BEARING WALLS (NON-LB)AND BUILDING DIVISION LU INFILL OF SOME WINDOWS WILL ALSO BE ADDRESSED. ADDITIONAL PEfitiliTS REQUIRED (9 PLUMBING FIXTURES FIXTURES ARE TO BE ADDED OR RELOCATED AS LLJ Fire Sprinkler M Z`01 al -4- SHOWN, NO WORK WILL BE DONE TO ADJACENT STUD WALLS W .,=, > c•-,1 „,. t-, FireAlarm . k OR ANY FLOOR JOISTS/SHEATHING BEYOND CONNECTIONS rkkk.„....0. .1„ „„ ...,.... 1 iev,Ckw of I qive 1r " i m LAI . 1 TO THE NEW FRAMING. NO CHANGES WILL BE MADE TO THE .,- 1 e anica W .._, - g t „ =,,. , t... : u cs, o SITE, FOOTPRINT, OTHER UTILITIES, ENERGY REQUIREMENTS, PlUrn-bin No .„ „.. , . 1 I"" "..." lia 0 121 USAGE, OR GENERAL APPEARANCE. - Electrical Li LL "of tii to ce ;,, rKI, Ch=o0T*,04.19 : ,,,„,„„o --,''„ , , Truss EnginVeitig BUILDING CODE: ,,, „ - 9 ,„," Shop Qrawinas,„,, ' 7.,„- 9 ,. p a,F,7'4,1,e, 2017 OREGON RESIDENTIAL SPECIALTY CODE , ether ---, 9 9 1. '. C.) 1 PROJECT INFORMATION: t _ .., JURISDICTION: WASHINGTON — , ZONE: R-4.5 TAX MAP#: 2S114AB - ... . , P CL in TAX LOT#: 01000 .,,k Park Gres rkr a — D W co 0 I— ACCOUNT#: R953579 co — uJ 2 LOT AREA: 0.25 ACRES EXISTING BUILDING AREA: 2,036 SF z , . A _ iti . cn PROPOSED BUILDING AREA: 2,036 SF(NO CHANGE) w — }- 6 CONSTRUCTION TYPE: V-B N OFFICE COPY < Al 0 , 0 CI SITE LOCATION › G1 NTS x LIABILITY VALIDITY OF PERMIT THE ISSUANCE OF A PERMIT SHEET: The City of Tigard and its BASED ON CONSTRUCTION G1 employees shall not be DOCUMENTS AND OTHER responsible for discrepancies DATA SHALL NOT PREVENT 1 OF 9 WI-1.1•Ch frf iir licrci' TH9 conp OFFICIAL FROM REQUIRING THE CORRECTION OF ERRORS.ORSC 105.4 STRUCTURAL GENERAL NOTES MAXIMUM NAILS OR BOLTS UNLESS SPECIFICALLY NOTED OTHERWISE ON PLANS. si kt.JCTURg4 WC 0 • THESE DOCUMENTS ARE INTENDED FOR LIMITED RESIDENTIAL FRAMING 4. LUMBER GRADES: �? O PRCFFS ALTERATION RECONSTRUCTION. BEYOND CONNECTIONS TO THE A. ALL 2x MEMBERS TO BE DOUGLAS FIR#2 UNLESS NOTED �•S I N S� EXISTING BUILDING,NO WORK OR ALTERATIONS WILL BE DONE TO THE OTHERWISE. '? FFC.D . EXISTING BUILDING.THE WORK DOES NOT ADDRESS ALL CODE B. ALL 4x AND LARGER MEMBERS TO BE DOUGLAS FIR#1 UNLESS lr w 69194PEr J DEFICIENCIES THAT MAY EXIST. SEISMIC UPGRADE TO ANY EXISTING NOTED OTHERWISE, c.,') c COMPONENTS OF THE STRUCTURE IS BEYOND THE SCOPE OF THESE C. BLOCKING TO BE STANDARD OR BETTER,OR STUD GRADE. co DOCUMENTS. OREGON d '� c N D, ALL WOOD IN PERMANENT CONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED `de © ` rn o BUILDING CODE: 5. CUTTING OR NOTCHING OF BEAMS,JOISTS AND COLUMNS IS NOT •�.4 10, 9 51�� IL -p , o,Si N o 2017 OREGON RESIDENTIAL SPECIALTY CODE PERMITTED UNLESS APPROVED BY ENGINEER OF RECORD. \ FRy c. �- i 2 Y o � r 6. PLYWOOD SHALL BE APA RATED SHEATHING EXPOSURE I © + cn 72 GRAVITY LOAD: A. ROOF SHEATHING:112"APA INDEX 2410 EXPIRES: 12/31/2020 C-.7 c M x B. FLOOR SHEATHING:314"APA T&G APA INDEX 48!24 CD M a 1. ROOF DEAD LOAD: 15 PSF 7. DRILL BOLT HOLES 1/16"OVERSIZE EXCEPT WHERE NOTED LARGER. cD c 2. ROOF SNOW LOAD: 25 PSF 8. ALL NAILS AND HARDWARE TO BE HOT-DIPPED GALVANIZED. •G 3. FLOOR DEAD LOAD: 10 PSF 9. ALL FASTENERS DRIVEN INTO PRESSURE TREATED WOOD SHALL BE LL 4. FLOOR LIVE LOAD: 40 PSF CORROSION RESISTANT IN ACCORDANCE WITH IBC 2304,9.5. WIND LOAD: FOUNDATIONS: 1. BASIC WIND SPEED:120 MPH 1. FOUNDATION DESIGN IS BASED ON AN ASSUMED CAPACITY OF 1500 PSF IN 2, WIND LOAD IMPORTANCE FACTOR Ow):1.0 ACCORDANCE WITH OSSC TABLE 1804.2. ALL FOOTINGS SHALL BEAR ON W 3. WIND EXPOSURE:B UNDISTURBED EARTH OR COMPACTED FILL. w LU SEISMIC LOAD: CONCRETE: M © uj -I- t SEISMIC IMPORTANCE FACTOR(le):1.0 1. ALL CONCRETE SHALL BE NORMAL WEIGHT(150 PCF). Q J < N 2. SITE CLASS:D 2. CONCRETE SHALL BE PROPORTIONED TO MEET THE FOLLOWING Z Ga CZ U o 3. Sds=0.714 REQUIREMENTS: J W Q rn O 4. Sd 1 =0.442 Q CZ 0.. 1_ 0 5. SEISMIC DESIGN CATEGORY:D LOCATION STRENGTH SLUMP MAX.AGG C/ LL, no•W C) (J) FOOTINGS 2500 PSI 6"MAX 1-112" w W GENERAL CONSTRUCTION: WALLSLA2500 PSI a" i" Z © a co p 1. CONTRACTOR IS TO VERIFY AND CONFIRM ALL DIMENSIONS. NOTIFY ENGINEER OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND W Li EXISTING CONDITIONS PRIOR TO START OF WORK. SLUMPS NOTED ARE PRE ADDITIVE SLUMPS, (' C) 2. CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING CONSTRUCTION. THE STRUCTURE,AS SHOWN ON THE 3. CEMENT SHALL CONFORM TO ASTM 0150,TYPE I OR II, DRAWINGS,HAS ONLY BEEN DESIGNED FOR STABILITY UNDER THE 4, PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 301. COMPLETED CONDITION, 5. ALL CONCRETE REQUIRES CONTINUOUS SPECIAL INSPECTION. 6. CLEAR DISTANCES SHALL BE AS FOLLOWS: " z a REINFORCING STEEL: EF©TTERIORWALLS OTINGS 1-112" ci_ co 1, ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615,GRADE 60. 7. HORIZONTAL CONCRETE EXPOSED TO WEATHER SHALL BE AIR ENTRAINED a ? PROVIDE MILL CERTS ON REQUEST. TO APPROX.5%BY VOLUME. co 0 F- 2. LAP ALL REINFORCING STEEL 48 BAR DIAMETERS MINIMUM UNLESS NOTED w a cc OTHERWISE. SPECIAL INSPECTION: w 3. ALL BAR BENDS TO CONFORM WITH ACI AND CRSI REQUIREMENTS. EL SPECIAL INSPECTION IS NOT REQUIRED FOR THIS PROJECT UNLESS CONTRACTOR CHOOSES OPTION TO POST-INSTALL POST BASE: w CARPENTRY: EPDXY ANCHORS-SET XP(ESR 2508) a N 1. ALL NAILS TO BE COMMON WIRE OR EQUIVALENT DIAMETER AND LENGTH. o - AOBOX NAILS ALLOWED.IN AC w Q Q Q < 2. ALL NAILING TO BE IN ACCORDANCE WITH IBC TABLE 2304.9.1 UNLESS IX NOTED OTHERWISE. 3. ALL FRAMING HARDWARE TO BE SIMPSON STRONG-TIE BRAND OR EQUIVALENT SPECIFICALLY APPROVED BY ENGINEER PRIOR TO SHEET: ORDERING. GENERAL CONTRACTOR SHALL PROVIDE ALL SPECIFICATIONS OR EQUIVALENT PRODUCT TO THE ENGINEER FOR APPROVAL. INSTALL G2 FRAMING HARDWARE IN ACCORDANCE WITH MANUFACTURER'S SPECIFIED 2 OF 9 I I I I 1 _ --I- _ I II I cn c 1 w ,:, I I A, z +l-8'-2° rn I \/ 2 4110 I I I ,_ wI , ,, _'' m z I I 1 +1-19'-10° I I 1 I FRONT I I 1 I I I 1 1 _______J_____, _ _ - - L_ _ r;1 � kit S SW 92ND AVENUE © 2 Gm 4 0) p (n + -< (2, C O N n 'n t z D r IP z m Z o is \ o 1 REV DATE DESCRIPTION SITE PLAN West Coast Forensics, 11120/19 PERMIT SUBMITTAL W Engineering and Design, LLC = A CRONE FIRE DAMAGE o oo m w 71 n REPAIR 3835 SW Kelly Avenue .� `D — Portland,Oregon 97239 A PROJECT#: JCL2062 ph: 503.232.5744 16095 SW 92ND AVE, fax: 503.232.5372 www.wctore.com TIGARD, OR 97224 A 5 , . NEW DOOR, FRAME PER 1/S3LWC 4:110 \ -------------"----------P'' __, \ \ CD CD RELOCATED SHOWER PER CONTRACTOR T C....) ...4,-"."''7 REMOVE EXIST —I -77'..-ler MASTER BATH z. --I NON LB WALLS RELOCATED RELOCATED TOILET] C.) - . = c7) • E DOUBLE SINK PER PER CONTRACTOR -i- Li'.1 0-3 Ct" CNI 8 CONTRACTOR /". CV F1, 11-3'-1" s. . / +-/-6 0 -5" 0.4 -1- r--- a a) T., r.... rs- co < C CNI CNi C-, REMOVE EXIST V \ - AI V) WINDOW AND IN CU -6. 0 0 cr) c Lou) INFILL PER 1/S3 - REMOVE EXIST cL5 \ / +/-21%9" / 0 NON-LB WALLS b s----' _ ‘--- - --(L - - - _ - - -REMOVE EXIST C,/ — ‘ a) a) - -.-7, - - + ,g N. = 44-6-7 +/-3-0 I —I I I 1 WINDOW AND .. /-- i_..—i INFILL PER 1/S3 , NEW NON-LB I = NEW TOILET PER CONTRACTOR -c, LL1 - WALLS PER:/S3 CI) ------- 1 r i4-- HNEW SINK PER CONTRACTOR co - Ini UTILITY ALF NEW SINK REMOVE EXIST -.-1- 77-- NEW NON-LB BATH Li NEW NON LB WALL FRAMING PER 1/S3 I WINDOWS AND WALLS PER 1/S3 I I _ \' INFILL PER 1/S3 NEW NON-LB I 1 .-- , LU WALLS PER 1/S3 \ - 1 r I LI a 0 _ z- z (n < - REMOVE EXIST ----'7 KITCHEN NON-LB WALLS -----------gr-.- 7, ) )— 0 Z M cc31 w `r +/-10'-9" r •N < < c9 .( ccij NEW NON-LB / '1( 1 NEW NON-LB WALL FRAMING PER 1/S3 WALL PER 1/S3 - %•"' —i C 3 Ce Zjj t:) rc3 3 — 1 1 NEW NON LB WALL FRAMING PER 1/S3 ' ,- u- UJ < ii S, oMASTER BEDROOM 73) (I) ry -4-1 OFFICE 1 ;4- _ NEW DOORS,FRAME PER 1/S3 I I '4. 00 0 u... ct Li co ce Fi. - REMOVE EXIST -----------4.--'1 1 +/ 169 - - " / NON-LB WALLS I - \ \ I 1 L- _ __\__ — ___ ___ I 2 LI- r .iCe C'? 1•••• \ 1 I \ \ 1 +1-16%1' / \ up --I VVALL AND REPLACE < Z r I WITH BEAM PER 1/S1 / / REMOVE EXIST WINDOW AND 0 1-= 2 DINING - INFILL PER 1/S3 - - \ Fe c) Lu 5--s i:LUCTUR4 4 ..c? F.--- -- LIVING ---1-- 1:3 et w +1-3'-9" D_ ..p PRop - _-i-- 0) I I cs,s w ,,G1 N -.,, .-• t- a3 < 04 k 69194PE r 13 > - . \ w < <1 •<0 < < . CC TO OREGON - +/-1Z-11" / 7 / -- 1 LEVEL11 PLAN .,,, /0 (2.-`' yA\ •T'- 0 N SHEET: \ i:6, G. -1=1-1 Al 3/16"7-1'.0" \ \ Al EXPIRES: 12/31/2020 - - - - - - - 4 OF 9 +1-1T-2" / / . • +1-8-7" -II-X-10" +/-9-10" +1-7'-10" / / / / / \ I I _...._f=i \ + N., 82 + cin co _ -x) III - cz, c•-?. o po 0 m + — > 0 E .-- 8' — 23 o o m• , f j r i I \ 1-- A) \ _ / ry 7F1- ..... \ +/-4t-1 I" +1-6-9" (•••2 / / / t•,'. — - \ CA cn rn 1.:- —1 0 0 x — F.7`2 0 0 --;- m m N.> I ei_z_10,/ a2 z _ __ __ __ / +I-7-5° / +1-18-1" / 410 M ir < ,- 171 9 r-- NJ -a I- atiP z ...111111111 fi) - r>T<1 4 111 )7. 55 /77 •° N) <St _d•-•,;\ REV DATE DESCRIPTION MAIN & SECOND FLOOR PLANS West Coast Forensics, 11/20/19 PERMIT SUBMITTAL cn — A CRONE FIRE DAMAGE Engineering and Design, LLC 0 -„ N., rn 71 /2\ REPAIR 3835 SW Kelly Avenue .P6 Co Portland,Oregon 97239 A\ PROJECT#: JCL2062 ph: 503.232.5744 & 16095 SW 92ND AVE. fax: 503.232.5372 A — wwwmcfore.com TIGARD, OR 97224 ' . • +1-3Z-5" / / N + {P. .^. + '12 > +1-14.-5" \i/ / (:-2 ----> _ _ ..L _ _ _ _ _\ +1-15'-7" / / + (0_ T +/..1 LT +1-5'-0" / I I + <P. i , + --> -,- L._ ...... _ \ \ k N \ +/-1,41, ,+1-4'-1 er Il / / 6?, 0 Z 1 73 ,, +/-1(Y-1 1" T.: 1 /1 1 I i/ +1-4'-9" / Ei 0 .4. m -0 +1-1F-4" r"-- / / Z. , ..'4111111 it:? " r>T '41 -411W 'IS>' m „zi .... 0 0) w,-,Cl) i3 13 8 'rig - z <-9 REV DATE DESCRIPTION ROOF PLAN West Coast Forensics, 11/20/19 PERMIT SUBMITTAL cr) CRONE FIRE DAMAGE Engineering and Design, LLC T /;\ c-) 0 > m A 3835 SW Kelly Avenue REPAIR Portland,Oregon 97239 /3\ - PROJECT#: JCL2062 ph: 503232.5744 L . 16095 SW 92ND AVE. fax: 503,232.5372 www wefore.com A TIGARD, OR 97224 5-cFtUCTUR44 WC a Aka 44,‘4 ��G 4 N F /� 0 F,; , LEVEL 1 2X4 STUD WALL(B) 69194PE r J U = cn iro OREGON - - -- - - �l d = N � CA � Q� I L a) g ti c••h E t 2X4 STUD �t 7 0 - y1�- 11 li -� a M M en N N o cd WALL,TYP • ERy C. 4 " I I = Y o ,i ,a 3 EXPIRES: 12/31/2020 1 I 0 c i r X I---1 _ m -o CU ch a CU I - 2X4 STUD REPLAC=EXIST BEAM WITH 1 WALL,TYP -: SIM REPLACE EXIST BEAM PER 2151 (A) 5-1/8X1:7=172-4t2fEt-Am BEAM, w ATTACH TO EXIST TRIPLE /._. - --F STUD PER 1/S2 EXIST TRIPLE STUD,TYP BOTH ENDS T OF BEAM,VERIFY CONDITION AND - VERIFY EXIST FOOTING - Z TYP TYP J W 1 3ZX32X16°FOOTING PER 3152, ;�� Q S2 TYP N,POST LOCATIONS, Z 1.0 P m} © j 7 CENTER POSTS ON FOOTING^` `� `"} l�"g�s' 5-118X13-112 GLULAM :EMI 0 N LJJ -1- 1 N 40TYP - - A.r\s LS z © (� -51 Q rn BEAM PER 2151 A I --C W Q cc,' _ �'' � DOWN 0- c) NOTE: � (� a Fes-- � \ 1. SOME EXIST c W w IY \ r- - �� FRAMING AND LU © a C7 ALTERATIONSLI_ UP REMOVE EXIST STUD "' Z cc)SHOWN ON 1lA2 NOT T 4X6 POST PER 1/S2,21S2, WALL BETWEEN KITCHEN —I I 4 1 I Q AND DINING PER 11A1 SHOWN FOR CLARITY O 3/S2,TYP(4)LOCATIONS _ 0 2. BEAM ENDS REST ON U - - AT BEAM ENDS cp POSTS OR TRIPLE o STUDS PER 1/S1 Et cc NOTE:SOME EXIST N - FRAMING AND ALTERATIONS SHOWN Li., 0 ON 1IA1 NOT SHOWNI- co FOR CLARITY-13 illiiiiiii U Et I Lu w EL. 0) in r I < N o '- X < <�<1 < < N I0 1� LEVEL 1 STRUCTURAL PLAN 0 N LEVEL 2 STRUCTURAL PLAN SHEET: S 1 3116"=1-0" S1 3116"=1'-0" S 7 OF 9 . , . EXIST JOIST PER PLAN A% EXIST FLOOR WC NV SHEATHING EXIST JOIST PER PLAN BEAM PER PLAN -- EXIST FLOOR SHEATHING A34 EA JOIST TO BEAM .----- 11 STRAPS PER 11S2 - N.NN EXIST WALL TOP PL,TYP )1 .C.) NNL 'VIM NI INCE1b1 Itt."7"..e.id&mai 1101 _—•••-in-iiiii NOTE POST TO BE \ 8'MAX FROM TOP cn . ,.... -7 l' o' sm. er, P 04 .4- r-- • U. -•••-• (T). 1"-- r-- C° E LSTA15 BOTH SIDES Om. •a _,.- \ OF EA TOP PLATE TO MN NOTE:POST TO BE LI- "ID ›-• 8,2 P, 2 EXIST WALL TOP PL,TYP BOTTOM OF BEAM PERP WALL OR BEAM mil 8'MAX FROM TOP iii ra9 ID A 2 2 '.-, Nur ME OF SLAB TO \ 0 • (r) 2 MIN BOTTOM OF BEAM ." 0 C..) .0 BEAM PER PLAN ME • L= Wild Mil u) a) 0, a_ POST CAP PER pp ppm . a, 2/S2,SHIM TO FIT dill rill BLOCKING PER 11S2 --.. PCZ POST CAP,TYP BOTH 11 lip POST PER PLAN BEAM ENDS,SHIM TO FIT W BLOCKING AT TOP OF POST END STUDS PER 1/52 AND 48"OC MAX,CONT A Elm A A ACROSS WALL,MATCH AT ir wPOST(BEYOND)PER PLAN PERP WALL WHERE EXISTS WALL END STUDS TO al BEAM TO POST SIDE VIEW < SUPPORT TOP PL,FLUSH TO C1 ) BEAM TO POST liarM •1:\ID Lli -zr BEAM AND POST,SIM AT PERP VVALL WHERE EXISTS U) ..:( a &A _1 CI Lt Di ca 6.3 z -1=T I-1-1 < ii I— LIJ LL. 11:2 w ci) ce 0 1.1i 8 2 cl z W 8 P POST PER PLAN //'?„," — PBS46 POST BASE EXIST Ct C.) [CONTRACTOR OPTION TO USE ABU46Z r SOGTYP POST BASE W 5/8"ANCHOR,EPDXY EMBED , 6"MIN DEEP WITH SET-XP(SPECIAL INSPECTION REQ FOR EPDXY ANCHOR)] v,o) PR0A-- _1 z \ \NI. 0 \ I 0_ CO co w 0 cc 5..c p,LICTURA ii.1 cy) t• w , itit \..G &-• ,, cot < c\I -P "9 0 — — • w 41 69194PE r z > ci #4 BARS AT 1Z OC MAX EW w o x < <I <I <I 0 1 OREGON 1 Nitt'o 4N Ci) POST TO FOOTING .4 /0 `2.- •c° .4,.. , „I.\ SHEET: S2 1..1.-o. \ y C. \-• S2 EXPIRES: 12/31/2020 8 OF 9 NOTE:DO NOT ATTACH FLOOR OR ROOF FRAMING TO TOPS OF NON-LB WALLS,PROVIDE MIN 114"GAP WC a 4X6 LB MAN DOOR HEADER FOR 4'MAX OPENING • DOUBLE 2X4 TOP PLATE,TYP 4X8 LB MAN DOOR HEADER FOR 6'MAX OPENING 2X4 CRIPPLE STUD @ 24" 4X4 NON-LB MAN DOOR HEADER FOR 6'MAX OPENING —' OC,SIM BELOW SILL,TYP CD . 2X4 STUDS @ 24"OC,TYP ��• \ J l ' 4X6 WINDOW HEADER FOR 2X4 BLOCKING @ 48' 4'MAX OPENING • OC MAX,IN-LINE 4X8 WINDOW HEADER FOR cn v ACROSS WALL,TYP 6'MAX OPENING 0 © ; o - C U7 :,- c+� Q 2X4 JAMB AND 2X4 KING _ Y o c� o • STUD,EA SIDE OF DOOR, Cj NAILED TOGETHER �\ ,� N c= o E / cn •C DOUBLE STUD AT CORNERS w EXIST HOLD DOWN WHERE LOCATED \ 2X4 SILL PLATE 2X4 JAMB AND 2X4 KING STUD,EA W / SIDE OF WINDOW,NAILED TOGETHER U MIN(2)ANCHOR BOLTS WITH PL ` 2X4 PT BOTTOM PLATE,TYP Q c� WASHER EA BASE PL,MAX 6'OC, 6'-0"MAX DOOR 6'-0"MAX WINDOW OPENING, M a j N PROVIDE AB 4"-12"FROM BOTH PL OPENING,REF HEADER REF HEADER CIS Q cu ¢ ci J p Ct � zc ENDS,AT NEW WALLS PROVIDE cc 518"STRONGBOLT 2 EMBED 3-3/8' < IW < ii c o TYPICAL WALL FRAMING I— 'iLi-Ct CL w co Q C 3/8°=1'-0° 0 Z a CD 0 Ce0 J Q Z r 0 H m d in U co ~ UJ 2 SiRUCTURq4 a as,p PROA–, v� 4sw � C, tiNF � o r - it,*A69194PE r aCa < < OREGON , '4 10, 1 ,4\G' SHEET: \ FRYC. >-`� S3 EXPIRES: 12/31/2020 9 OF 9