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Plans (2) r OFFICE COIF - - - - - - - - - - - - - -r-� /ram \ /co cr I 1.,� ' a (-ARP., Till REVIEW D FOd? ; C-OMPLIANCE �� :ge o � Approved: I OTC: [ I "~ I Permit #: �Up�O, - Oi7 1 d y jECV �� two Address: [ 1 [L$"�5 s`, H �1! 431Vol JUN l 2020 m Suite #: 0 . r "$ I B IG;T� (3� MAR: & F I ' • ' TH"l M�IE MRpPE'FT 6 Efts MS IS CIXbIMUEU} COISOSU1i1.1L. kr/l�6 %WEST WEISS IQCIx Yl llrit: }SIMS PERM I51pN ERGS fCEC 16 A16.AiIM 6[bryR:GFT. I I MSR�%4. � �� U I I (Ia W I— > Z <[ Z I � Z _ � a ❑ o w/// \ 0. \ 1 CD o Z Z J Q � S.. _ _ _ - + ¢ W J • J CO Z 1 I _I m0 J n a J O IZ 3 I- I VALIDITY OF PERMIT I THE ISSUANCE OF A PERMIT i o C I BASED ON CONSTRUCTION m DOCUMENTS AND OTHER I o DATA SHALL NOT PREVENT H THE CODE OFFICIAL FROM I REQUIRING THE CORRECTION OF ERRORS. OSSC 105.4 1 N. SITE PLA\ , S x N / N. I Z O W i NOTE: `♦ SIZE PLAN FOR PERMIT I'IRPOSES[NL.Y I N w • AND ARE NOT DE RESULT OF SURVEYING 0iI : OTHER UI�SITE PROFESSIONAL SERVICES. SHEET: REV; [, , a 0. (CAT; 31) �yEO PRocFs cp gaol d,.r. x COKE SLMIARY: ENERGY SUMMARY: Sa,:00. 1 '.,q PROJECT 55DSWSS:, -� 11155 SW WILL BLVD tGCLPANCY: R-2 IAPARIMENTS) R-15 EXTERIOR 2 X 4 WALLS(IXSi'G) BUILDING J (INSTRL'CTIW TYPE: VB R-49 ATTIC/CEILIG i_ _ _ _ _ _ _ _ _ TIGARD, LREDCFI SPRINKLERS: NJR-30 CRAYLSPACE/FLOOR 2 STORIES R-B FORCED AIR OWGTS ( EXPIRESaJ P Y' 2 PREPARED FOR: B UNITS(873-1/80) J.R. JOHNSON, INC N3 ACCESSIBLE UNITS U.0.30 MIN WINDOWS domowswili I 9425 N. Bt.RRAGE AVE. U=0.20 EXTERIOR COOTS i t PCRTLAN), ORET,DI4 97217 UPPER FUR: 2848 SIFT. IAPPRWI) I MAIN FLOOR: 2848 SOFT. IAPPROX)APPR MF555ss __AO TOTAL: 5696 SOFT. IOX) U=0.55 DOORS)2.5 SIFT GLAZING 0 GS I -♦ B RNPROJECT OVERVIEW; 2 wI - bm REPLACE FIRE-DAMAGED ROOF FRAMING WITH FEW PRE IfR'D TRUSSES PER CURRENT CCCE. PEPAIR MINOR FIRE 0 g N. I t a DAMAGES TO WAIL AM FL(XP FRAMING. 11155 Southwest , rtaliBoulevard RESTORE All FIRE-RATED WALL AND 8 ,�. ♦N. I. ROOF SHEATHING: FASTENERS: FLOOWCEILING ASSEMBLIES 1D CURRENT III 8 = "'v, I 12' HINGE APA-RATED PLYWOOD WITH EXPOSURE RATING PER ALL NAILS SHALL BE fXA44BJ(U.N.CI r/Fyb=90 KSI ♦ I CO[E. RE-INSULATE PER CURRENT CODE. 1 I REPLACE DAMAGED WINDOWS 4 SLIDING ROOFING PRODUCT MANIFACTURER'S SPECIFICATIONS. ALL BOLTS AND OPEADED RODS SHALL BE A307 CR BETTER. - ` ' GLASS DOORS PER WINDOWS CAE. NAIL PANEL EDGES r/8d o 6' ON CENTER(12" FIELD). ALL LIGHT GAGE METAL LDNfCTORS SHALL BE BY SIIPUGH- ♦ Vil age Al BLOCK PANEL EDGED OR L$E SIFFSON PSCL PANEL CLIPS. STROJCTIE AN] INSTALLED PER ER SPECIFICATIONS. ..,.hirrgton Square REPLACE FIRE-DAMAGED EXTERIOR WALL �n r-'r e•s+ I SSN SHEATHING AND SIDING IN LIMITED AREA WALL SHEATHING: Y f-- t $-" g T 7. ♦ M SHOWN ON PLANS. 1/2' APA-RATED PLYWOOD OR OM WITH 8d a 4" PANEL °'`''® ! h•-• r.J L Cfi,d,y'S Mob+re l?etavt ElCE NAILING(12' o.c. FIELD NAILING) ELECTRICAL, PLUMBING, AND MECHANICAL JUN 2 b 2020 c ♦N. I RESTORATION PER OTHERS UNDER SEPARATE INTERIOR PARTITION WALL SHEATHING: < N. WHERE EXISTING WALL SHEATHING IS REMOVED OUE TO t,_..�. .q i,, t TRADE PERMITS. DAMAGE, NEW WALL SHEATHING SHALL BE 12' GYPSUM CITY OF j I" l'-SI� ♦N. I BOARD WITH Y6 DRYWALL SCREWS a 12" a.c. MAX, , tt -. ,. PERFORM !GORY STANDARD FIR=NSN9(E/ - ',., WATER RESTORATION TO INTERIOR AND i r EXTERIOR FINISHES. Ror3 Si... SW Notth aakote St WALLS AND INTERIOR PARTITIONS,WOOD FRAMED t .. . �, GA FILE NO.WP 337D GENERIC 1 HOUR 45 to 49 8TC `a.- �'`�.� CARPENTRY: GYPSUM WALLBOARD,WOOD STUDS FIRE SOUND e VICINITY PLAN "' " SAWN LUMBER DESIGN IS BASED ON NOS. LUMBER SHALL One ley=lie typo X gypsum watDoad or pypcnm veneer bass applied parallel or at apt s.sae��a my. ,�.„ CO4FOR•t TO WEST COAST LIB OR WVPA GRADING RILES, orgies to each aide of double mw al2 x 4 woad dude 16'o.c on separate Dail a T`ALL LUMBER NDT SPECIFICALLY NOTED OTHERWISE SHALL BE apart wth 6d watad nets,PPh'don O.OSIF shook Ur heads..re.er CODE REQUIREMENTS: O 9• ho4 �`■ CONFORM TO THE REQUIREMENTS OF THE 2019 DSSC. WITH WUG-FIR NO. 2 OR BETTER. ALL FRAMING NAILS SHALL BE fans s'agaered t6•an oppostta aldev,soasaa/W traceda sapured as mid- lit STATE AND LOCAL AMENDMENTS. AND ASCE 7-10. SHALL NAILS. CORDANIEG OF FRAMING ELEMENTS BEARaWO) SHALL BE IN ACCORDANCE WITH TABLE 2304.9.1 OF THE IBC. '�� � � DESIGN CRITERIA: FIRE-DAMAGED FRAMING: � � 1�� I— SEISMIC: SDS = 0.72, SOIL PROFILE D. 1=1.0 .WHERE FRAMING MEMBERS SHOW DISCOLORATION FROM CHARRING, ALL NON-TREATED LUMBER SHALL BE 192 MAXIMUM MOISTURE r 1111111 D CONTEMN OR INSTALLED TO ACCOMMODATE SHRINKAGE. LU J Z WINO: Vult = 125 MPH, EXP. B. RISK CAT II THE MEMBER SHALL BE CONSIDERED ACCEPTABLE IF NATURAL on CD W� COLOR CAN BE EXPOSED BE SCRATCHING THE SURFACE SAWN LUMBER: 3-12' GLASS FIBER INSULATION IN ADDITION TO THE DEAD LOADS, THE FOLLOWING WERE USED: BY HAM WITH A NAIL. MEMBERS THAT SHOW DEEPER CHARRING, ALL RUMMER SHALL BE DOUGLAS FIR OF THE FOLLOWING GRADES: FRICTION FIT IN STUD SPACES. BOTH SIDES ~ _J W ROOF: 25 PSF GROUND SNOW LOAD ESPECIALLY CHARRING THAT HAS CREATED A SURFACE TEXTURE STUDS. JOISTS, PLATES, HEADERS, BLKG: NO.2 TO ACHIEVE ADDITIONAL 2 STC Tbsdadesa' 96' J CC PARTITIONS: 5 PSF (COMMONLY KNOWN AS 'ALLIGATOR'), THE MEMBER SHALL BE BEAMS ANC POSTS: NO.1 REFERENCE TO YP3810 FWA Approx.Weight: SaeVrP360S CD Q 0 REPLACED LIKE-FOR-LIKE, DR THE ENGINEER OF RECORD SHALL PLYWOOD PANELS SHALL CONFORM TO APA PERFORMANCE STDS. IULR1dia4L6.l-1Y-32: Q Z GENERAL: BE NOTIFIED TO EVALUATED THE REMAINING STRUCTURAL CAPA- PANELS SHALL BE APA RATED SHEATHING. ULR2717.39,1-2 .56E 0 3 0 ALL DETAIL CUTS SHOULD BE CLNIDERED TYPICAL AT CITY OF THE MEMBER AM MAKE RECOMMENDATIONS ACCORDINGLY. ALLOW 1/B' GAP BETWEEN PANELS U.N.O. U1.R4SOtS2,gxs.• 0 J U) IX LIKE CXB)ITIMS. CHARRED MEMBERS THAT ARE TO REMAIN SHALL BE BLASTED CLEAN NAILING NOT SPECIFICALLY ADDRESSED ON THE DWGS SHALL ULOaslpnU305: - Q AM SEALED PER TYPICAL FIRE RESTORATION PRACTICES, AS COMPLY WITH IBC TABLE 2304.9.1. ELeDolanYW301) Q 0 (f) C_7 artaaESTABLISH AM VERIFY ALL GEOMETRY FOR ARCHITECTURAL, DETERMINED BY THE GENERAL CONTRACTOR. SoudWTe� � � —) OD - H- NEDNtJICAL, ELECTRICAL,AND PLOWING IDNEI S PRIOR 1 I TO CO4STRUCTICN. 1 Cl) — PRE-MFR'0 TRUSSES: I THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING ALL TRUSSES SHALL BE DESIGNED PER THE NOS AND 'DESIGN CONDITIONS, DIMENSIONS. AM ELEVATIONS SHOWN IN THE SPECIFICATIONS FOR LIGHT METAL CONSTRUCTION' BY TPI. GA FILE NO. FC 5240 GENERIC 1 HOUR 45 to 49 SIC PLANS, AM MTIFY THE ENGINEER or ANY DISCREPANCIES TRUSSES SHALL BE FABRICATED ACCURATELY TO PROVIDE TIGHTLY FIRE SOUND PRIOR TO STARTING YOWK. FITTED JOINTS. TRUSSES SHALL BE DESIGNED TO ACCOMMODATE WOOD JOISTS,GYPSUM WALLBOARD,RESILIENT CHANNELS I ALL FRAMING HARDWARE AND CONNECTORS SHOWN ON DETAILS. One layer Tit"type X gypsum wallboard or gypsum veneer base applied at right angers to THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STRUCTURAL TRUSSES SHALL BEAR ID MARKS. TRUSS MFR SHALL SUPPLY ALL resilaent furring �., 4"e.e.with 1"Type S drywall screws 42"O.e.Gypsum board D'D TRUSS-TO-TRUSS CONNECTIONS. end )Dints located midway between and attached to additional I .a= STABILITY OF ALL NEW AND IXIST[MG STRUCTURES DURING ; M CONSTRUCTION. THIS INDL LOADS. EXCAVATIONS, COLLM4S, pF; ,v I EOUIPNENT LOADS, MATERIAL LOADS• AND OTHERS. TOP CHORDS SHALL BE MIN 2 X 4 0-F NO. 2 OR BETTER. pis of chars"re154"long esti screws 12"D.c.Resilient finely channels applied at right __ an is to 2 x 10 wood 16"o.c.with ilie T11 I o ALL (XW4'RESSION CHORDS NOT IN CONTACT WITH SHEATHING SHALL 9 IotSt75 Type W drywall screws. Wood pasts ; F{ -- W BE BRACED APPROPRIATELY WITH BRACING SUPPLIED BY TRUSS MFR supporting 1"nominal I&G wood subtle/or and 1`nominal wood finish next.or 'afsf a,,, a,.-,,,. ' t _.._ ... -..:.. ,AND SHOWN ON SHOP DRAWINGS. ALL TRUSS CONNECTORS SHALL BE plywood finished boor with long edges T$G and s#s`interior plywood with exteriora w glue (-) _ GALVANIZED SHEET FETAL CONFORMING TO ASTM A653, GRADE 33. subflcor perperxticutar to joists with joints staggered. in U Approx.Ceng SHOP DRAWINGS SHALL INCLUDE MFR DATA FOR LUMBER, FETAL PLATES, Weiq R: 3 pet HARDWARE, AND COMPLETE CALCULAT)ONS FOR EACH TRUSS. Fire Test. Ut.R4319.65, 1t-16-64. DESIGN AND DIMENSIONS SHALL BE BASED ON FIELD MEASUREMENTS UL Design L514 [EXCI I NFO FROM THE SCOPE OF WORK BY ECEC)CORRESPONDING TO Sound Test: C 4&512a6.7,4=15 s i SPECIAL INSPECTIONS: GENERAL PLACEMENTS SHOWN ON ECEC DRAWINGS. SHOP DRAWINGS Hie$Ts t: 39{87 C&PI I _. SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE SHALL INCLWE A LIST OF DESIGN LOADS IR;FD AM LOAD COMBINA- CX 6512.E 4-15-65 I y z WITH CHAPTER 17 OF THE IBC AND APPLICABLE SECTIONS TIONS USED FOR EACH TRUSS DESIGN, AND SHALL BE STAMPED BY A - do O OF THE PROJECT SPECIFICATIONS. SPECIAL INSPECTIONS LICENSED ENGINEER. SHOP DRAWINGS SHALL BE SUBMITTED TO ECEC _ z z in ARE TO BE PERFORMED BY AN INDEPENDENT TESTING LABOR- FOR APPROVAL PRIOR TO FABRICATION. on a > ATORY EMPLOYED BY THE OWNER FOR THE FOLLOWING AREAS o LU OF WORK: - MNE REOUIREO. SHEET: REV ._ . - .. . . . .. . . , . - A1 , 0 r , _00 PRCxE. y .0.e,N£ `%S't) ."EGON. �, -, v'i J 9R�W.C0.p0P 'ExPIRPS:I" 42-4i 0 W : z 2, W - 55'-CN 55'-0' 0 2, 6 N uj 8 I -• I' I O 0 In ;,' (N)TYP 60 SO.IN. TURTLE VENTS' O AS SHIM(2 PLACES) ! u� �- i,, SL- r D D DI 0 5 I, H - - _ ,; N I. I I- 1? J Z I' O � c� ao a Z z 0 3 0 LLJ fn Cr 11111 J I I Q III 1 1 1 1 1 1 1 I' I D 1.1) 0 I I I I 1 _.-. :.-_ - - - -- -- _.. ::. :_ ,- -.-_.�- -- -- _.. _ __--._-_. Q CID If) — i I— I I I i l l 1 1 I 1 1 _.. � C�/7 IN)COIP SHINCIE ROOFINC OVER - - -'. IN)ROOFING MEMBRANE OVER ' [!YE)ROOF SHEATHING(SEE STRIICT) I 1 U w -I Y J U C 1) In U KEY NOTES: NEW R50 BLOYN-IN CELLUI OSF OO ATTIC INSULATION(APPROX 14'). i • USE BATT INSULATION AS REQUIRED AT TRUSS ENDS, MAINTAIN 1-1/2' I z CLEARANCE vEN VENTILATION. ROOF PLAN o A z z m -o o CC SHEET: REV; -- A2 , 0 - 1 A. 450 PROFFs CP�' N Fy SD 2 55.-'2 7 •EGON fr KEY NOTES; [-xcie s,is /�j O22 RELACE DAMAGED WINDOWS/SGD IN EXISTING _ ROUGH OPENING. MIN U FACTOR = 0.30 REPLACE DAMAGED EGRESS WINDOWS WITH W z NEW EGRESS WINDOWS IN SAME R,O. MIN OPEN AREA 5.7 SIFT. ` ` MIN WIDTH = 20"; MIN HEIGHT = 24° V "1 MIN SILL HT = 36'; MAX SILL HT = 44' W MIN U-FACTOR = 0,30 8 O NEW 5/8" TYPE X GYP OVER TRUSS O Deck Deck `.. " BOTTOM CHORDS -3 1' 0 NEW 5/8' GYP AT PARTY WALLS © Z ® FOR 1-HR FIRE RATING. _ =' REF ASS'Y WP3370 a® ._, O NEW 1/2" GYP TYP WALL SHEATHING Bedroom 1 ®I ® Bedroom 1 AS REO'D, SEE NOTES. Z 0 0NEW 3-1/2' R-15 BATT INSULATION 35 ()BETWEEN EXISTING 2 X 4 STUDS e Living/Dining Room Living/Dining Room —�-<. EXTERIOR WALLS. ? , ,_ O NEW MAN DOOR IN EXISTING R.O. Bathroom 3 5 9 I Bathroom MIN U-FACTOR 0.20 , ® NEW 120V HARDWIRED CARBON MONOXIDE © �(5 5 DETECTOR/ALARM �l Ell ,fr —z ID [n j �1 4 F-- r m o �U(1), 5 Q9 UNIT UNIT NEW 120V HARDWIRED SMOKE DETECTOR/ 3 74 I 76 ALARM Bedroom 2 3 5 Bedroom 2 CCJ W Kitchen LG Kitchen CL CD Q CD 10 NOT USED 0 O7 ¢ Z I © ® © © W � u3i � 0 0 0aDin � 11 NOT U5EO 7 CO I , n LEGEND: Y Q W G 2 CO U — - mamm , INDICATES 1-HR FIRE SEPARATION 1 _' 0 mV) B UPPER FLOOR PLAN z z 0 CC Ill SHEET: REV: 1- A3 , O - A. 9.. PRC'rF G`'4i a,N EF Ssb K 5641304 'A�-, b EGON. � h. '' . 9�W.300', loAREs:i2 :/ KEY NOTES; III 0 RELACE DAMAGED WINDOWS/SGD IN EXISTING ilk i ROUGH OPENING. MIN U FACTOR = 0.30 REPLACE DAMAGED EGRESS WINDOWS WITH w OO NEW EGRESS WINDOWS IN SAME R.O. MIN OPEN AREA = 5.7 SO FT. MIN WIDTH = 20"; MIN HEIGHT = 24` i ; MIN SILL HT = 36'1 MAX SILL HT = 44° W MIN U-FACTOR = 0.30 W W 8 ~ NEW 1/2" TYPE X GYP OVER RESILIENT 1 `...0, 03 CHANNELS ON 2 X 10 JOISTS FOR I-FP FIRE-RATED FLOOR/CEILING PER FC5240 (' I1 I NEW 5/8' GYP AT PARTY WALLS © © 7///_,______® FOR 1 HR FIRE RATING. , ° REF ASS'Y WP3370 - O NEW 1/2" GYP TYP WALL SHEATHING Bedroom I 3 501 Bedroom 1 5 m AS RED'D. SEE NOTES. .L. • „i - NEW 3-1/2' R-15 BATT INSULATION ©BETWEEN EXISTING 2 X 4 STUDS Living/Dining Room I Living/Dining Room EXTERIOR WALLS. �� . �f----- � ,L. Y O // :---._:- NEW MAN DOOR IN EXISTING R.O. Bathroom I Q Bathroom „, MIN U-FACTOR 0.20 \ - . - NEW 120V HARDWIRED CARBON MONOXIDE / I I L z DETECTOR/ALARM CD LLJ J Z O NEW 12OV HARDWIRED SMOKE DETECTOR/ NI I UNIT i CD LD O ALARM Bedroom 2 Bedroom 2 Q __I CC Kitchen Kitchen Q Z DE O 10 NOT USED Li) 0 3 0 LE J CO D_' Q cU U7 CD NEW PLYWOOD PANEL SIDING m ^ F— I1 TO MATCH EXISTING --' O w LEGEND: _I o a w V 2 fa U — m INDICATES 1-HR FIRE SEPARATION - 'm o (2) LOWER FLOOR PLAN Z . u, VW _ t _ o o ce !!! SHEET: REV: A4 . 0 - '-I. . ' . ... 32'-6' •-, . . . ,I — , , r" i 1 ' 1 I . I, 1 '1 , . • . ,-... , --- „-- , 1 -------.----- - , , - - ry, 2 r" ---, I r., ... : 1 • , rn,_., I, \I "I .e, I 0 1 _1_...j _. r•T 0. ffi ..... >-.L Lr— lw 1 0 I \ I 1 1 g rn -n 1 6 ._. .... m 0, u c) i -0 1 3... .... `-" ... g = 0 0 I r: 1— t : . , • z ; I „„......-• ..., g.: ,. :, ......... :. . . P ' s 9,, ....... .• 5'... . , _.... ., _ . _ _ .. _ .. .. ._I 1 I I q C/1 T JOB NO: - SCALE; - .-- m 1 JAMES APARTMENTS IT DRAWN BY1 - CHECKED; - ST - - 1:3 - REVISIONS _ BUILDING "J" .c,,:r or "HII SUBJr2i IAATIE 1-i:-.REII, 5 'I x 11155 SW HALL BLVD ',,rilr:EN PERPrrySII..4, 1-' 0I,1 CCEr'r A, : g Til CI'r IA--- c...e CIRA'I=X.;..i r AL I"'Y. HARD CRABAUGH ERGINEERNG COMULTING TIGARD, OREGON ,,,,, II OO If 28TH AVE#2I2 PORTLAND DREGIN ... 1 •-1 1 • • • ... 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ST JAMES APARTMENTS _ al DRAWN BY: - CHECKED: - t'.049, CD - BUILDING "J" T m H!,- SUB,E,C I NIAT 1ER HEHE Ir.: 70 11155 SW HALL BLVD M ...,T,uN cq.-: DUR CDIF[1")r.NTIAL , EDWARD CRABAUGH ENGINEERING MOLTING .N.I, TIGARD, OREGON TY 1100 NE 28TN AVE 1212 PORTLAND OREGDN „7,,E0 PROx-6.8d 2 6'-;-\ \ Bol a 6' ,i).5.70:c17 IN IN)PLYWOCID ; 1 i IN) 1/2° ROOF SHTG ; 1 iorwomme‘ SEE STRUCTURAL NOTES I I 1 2 BAFFLE AS REVD 1/2' GYP—•-..„,......, 10............---1/2' GYP g g ; 1 TO MAINTAIN CLEARANCE ! o FOR VBITILATICE IN)TRUSSES PER PLAN „...„.../ I (El JOIST i (El WALL FIRM'G LLB' gi a 2'-0° • . ...- ; SAWCUT 8d a 6” 04. ...0" IN)SISTER (N)3/4' PLYWOCC ../ .•••••• 2: ..... (N) INstuTioN „„--f N) INSULAT ION 104 0 6' 0 2X BLK'G .••••". i 1 I'l ,----- . .._/(3) l' DIA _ - - „IT, --- •••1411 '' ._.._. ._ VENT HIES EA .0- ="II MI AIIIMIN21.1=IVAMIUMINIMIJI liiiiimii...6%1=1.rdIA•1•10,4111.05MILIFIIMIWIMM.511111,111,111••211111=1•IIM'AMFAIRIMIII III% ' 0 Pc'-. Li 7•0" = , . iieloill1.1.111111.111mil (3) 10d TOE 0 EA BLK ow r4 8 SITV A35 e 48' ' SDP 435 e 48' I= N......e ._A0 11 . Re90 I 1 \\_(N)CEILING GYP 1 ; 5/8' TYPE X GYP / 1A10:i , -• 16) 10d (61 10d 2X ILK.G lbd e : 1 .. ..5'-0' MIN 1 1, i° ; IN)SINF HI 8d e 8' o ; AT EA TRIES --IN)5/0" TYPE-X GYP ! ; 1 TYPE-X GYP---/1 (N/E/WALL ERIK G ; i IN)WALL SHT'G WITH WALL FRAMING I '8d e 6 PANEL EDGE NAILING (N)WALL GYP (El PARTY WALL FRAMING (El PARTY WALL FRAMING Ci) TRUSS BEARING / ATTIC FIRE PARTITION 0 JOIST SISTERING & DIAPHRAGM EXTERIOR WALL REPAIR 3/4" = l'-°' 3/4. , I -C. 3/4' = • I) Cf) 8 1— 0 Z > Lu ..._I Z M 1.- (4) 10d CC _J CY BILK'C < 0 < 0 OL = 1 Tir ,t1 A cn - p o (N)JOIST SITP LLB <X___.) inLI-(n) _0 LE)3/4' PLAID) II SAWCUT IN)3/4" PLYWOOD (4) 1/4" X 3-1/2' SIMP SOS 14) 1/4' X 3-1/2' SIFf SOS 14(---PIANN/ELI RINUCEATNAI Cell L I N° I— F- .--. -.....,....,....................1144.—...........tr....... 2 X 4 BLK'0 e 4.-Le +/-- Elk „7...„... KOLA ithill * .° !ITT-.:21111fatil _ lizaiorkTo I2/ 10d BOTH ENDS FA _ 21 BLK'G (E)LEOGER SEEM (ET LEDGER -AMC=.1.111U- - ; I6d I 6° I 0 SAWCUT (N)2 X 8 LEDGER CEILING GYP--/Vir BACKER PLATES Lo i I • Ilk '3' 1 ! ID WALL FRIt G TT PLATE INTERIOR WALL STUDS I t• I ; •• co ID al - z z 0 3 - CO -I 0 CC ILI 0 DIAPHRAGM o PARTY WALLS 0 DECK LEDGER REPAIRS 0 INTERIOR WALL ANCHORAGE SHEET: REV 3/4" l'-0' 3/4' = l'-0' S3 . 0 — .._,