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Plans OFFICF COPY ,_ MCMONIGLE FIRE REPAIR VALIDITY OF PEA. f GENERAL OREGON INSULATION SCHEDULE 5-c liCTURg4 WC 4 THE ISSUANCE OF A PERMIT BUILDING COMPONENTS: REQUIRED PERFORMANCE: RECEIVED �?ED PROFFS BASED ON CONSTRUCTION WALL INSULATION R-21(2x6) R-15(2x4) 5J �G I N FF S, ADDRESS: DOCUMENTS AND OTHER MAY 2 3 201 DATA SHALL NOT PREVENT FLAT CEILING R-49 12555 SW HALL BLVD. � �' "�' THE CODE OFFICIAL FROM VAULTED CEILING R-38(LESS THAN 50%) CITY OF TIGAR 69194PE r J TIGARD, OR 97223 REQUIRING THE CORRECTION UNDERFLOOR R-30 BUILDING DIVISIO v J OF ERRORS. OSSC 105.4 SLAB EDGE PERIMETER R-15 OREGON N el SCOPE OF WORK: WINDOWS U-0.35 C).t Zo° � ami Nsr— ti REPAIR/REPLACE FIRE DAMAGED FRAMING. REPLACE ALL INTERIOR SKYLIGHTS U-0.60 • •,<, 70, ,‘A co E o o Q N N FINISHES. REPLACE ALL WINDOWS. REPLACE ALL INTERIOR AND EXTERIOR DOORS U-0.20 ` RY C. Y o o 4-3 EXTERIOR DOORS. REPLACE FIRE DAMAGED MECHANICAL, EXTERIOR DOORS W/>2.5 FT2 GLAZING U-0.40 Wood structur,, i, : ... 4 AE : 12/31/2020 as cd t 0 S S) ELECTRICAL, & PLUMBING. FORCED AIR DUCTS R-8 exposed to the wether to be Lj • in Pressure Treated or decay res'tont L— "' ,5 o Ma. .- par 317.1.3 tv a) BUILDING CODE: 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC) GA FILE NO.WP 8105 GENERIC I 1 HOUR GYPSUM WALLBOARD,GYPSUM SHEATHING WOOD STUDS FIRE W EXTERIOR S IDE:One layer 48"wide sts'type X gypsum sheathing applied paraAel to 2 x 4 PROJECT INFORMATION: wood studs 24'o.c.with 13i4.galvanized roofing nails 4"o.c.at vertical joints and 7"oc. - - ZONING: MU-CBD at intermediate studs and top and bottom plates.Joints of gypsum sheathing may be left untreated.Exterior Badding to be attached through sheathing to studs. i, COUNTY: WASH I NGTON INTERIOR SIDE:One layer ali'type X gypsum walboard,water-resistant gypsum backing '' 1 board,or gypsum veneer base applied parallel or at right angles to studs with 6d coated --. 111 TAX MAP NUMBER: 2S102AD nail, 17(a"long,0.0915"shank,1/4"heads,T oc.(LOAD-BEARING) I2C TAX LOT NUMBER: 00300 Thickness: Varies Approx.Weight: 7 psf Q Cl_ LOT AREA: 0.26 ACRES Fire Test: See WP 3510 w EXISTING MAIN FLOOR AREA: ±1,968 SF (ULR3501 a7,tea,s-17-s5, C 0 J N N UL Design U309; W ;MI m U UL R1319-129,7-22-70, z —' PROPOSED MAIN FLOOR AREA: ±1,968 SF (NO CHANGE) UL Design U314) LL a+ 1--1 = o o EXISTING SECOND FLOOR AREA: ±675 SF J WA c, g o PROP. SECOND FLOOR AREA: ±675 SF (NO CHANGE) z N CONSTRUCTION TYPE: V-B o ,,,,ql,spoo. H.411;;;;;;;t;V OCCUPANCY: B Brahma Premaranita O addazoao4 .'• - 9 t=r-. 0 1t s 9 Rept Cinemas Tigard i ard 11 w ilk: CONTRACTOR: CONTRACTOR: r°. z ��., r tr QW" Fd, "F two 9 3 4y JOANN Fxsks A 05404 WhelKAle Q 4 KENNEDY RESTORATIONt andaha V 1 , 13909 NE AIRPORT WAY S A ,,b kd ter a RE PORTLAND, OR 97230 © 19vao v;Il �. l rdma-k rtord Lot Iry r' .:. male,wd,Leh"u, f. .moo ` a t#+i`ed~gt+itas t .Irrrc Sr� ce+r�w p CONTACT- NICK TOWLE Pb �vxe4 5555aathwest 9 o a CONTACT EMAIL- NICKT@KENNEDYRES.COM / '. '- d}gudTCWEi[] '""'°"°,��" 0 CONTACT PHONE#-503.234.0509ee"' r2 m ` u.,„4:,..9 f f a 2 co CCB#: 3402 °° ° .<,`.r t _ Paritic Parkroy Center 9 1 4 r/) to �. Farrand C.egon Ter-1.,,'9 • M „a«! , Ce CITY OP TIGARD 9u+.o2a"e 4tuPans Q , Igw a RF,--„q! ` FOR CODE COMPLIANCE . ` WE `A K E I Approved: . , Q N 9 a Go 3k 4 0 OTC: t _ j �, ., N `� Permit #: ,�n� q— oQ J3 .31 AREA PLAN �<�<< Address: oZ -�-�- SHEET: 4>J )�jJ /v NTS G1 Shite #: OGI By: 1 OF 11 . d Date: 3®� / >11 4rfa-#1d61 6>s m �� :' O o) �' t- cn -< , X G� a c m — -o n N o o O .� Z x --1 Z m O oN <�� OJ -410 co ^. oN /s ( l \ I-- > D Z Z O m n O = X D C m C oCO --i m r t4/ 441\ '9p' o,, 0 Z '>>��% o m� 40k � • b • ,k4 0 _.N1110rzsir. ,,, • • c� '0 • 4 m V/ 4'Oo` ox •4a l<<%\ mo rn rn -1 / sy 4 r O \ . •w m ;� D0 Z = REV DATE DESCRIPTION MCMONIGLE FIRE REPAIR West Coast Forensics, N 5/23/19 PERMIT SUBMITTAL Engineering and Design, LLC o SITE PLAN n /2\ 3835 SW Kelly Avenue Portland,Oregon 97239 -1 . 12555 SW HALL BLVD. ph: 503.232.5744 4 TIGARD,OR 97223 fax: 503.232.5372 / \ WC4 JOB NO.:JCL2007 www.wcfore.com S-cFtUCTUR q4 PLAN NOTES: WC 4 ���Eo PROP,. 0REPLACE ALL INTERIOR&EXTERIOR DOORS �G, 1 NQ0 REPLACE ALL WINDOWS.INSTALL IN kid 441 69194PE ACCORDANCE W/MMA RECOMMENDATIONS O 3 REPLACE ALL INTERIOR FINISHES 0 \ ///// ////////////iii-,, i/vi /////////// \ J / r OREGON -* INDICATES 45 MIN. U RATED GLASS(OH 45 i c -- m rn . 6)'t. �0 2°��\� — DOUBLE HATCH INDICATES "� OR W-60) ' ��,, N N- 'cF ��G� FRAMED WALLS TO BE HATCH INDICATES 1-HR / -o C D > c73 ,-Q .-0. o RY C. WALL ASSEMBLY-SEE 2 60 LL ¢ o,N C) �' REPLACED XXXxxxxXXXXXxXxX�X a SHEET G1 n Y D o 0 0 EXPIRES: 12/31/2020 cv o �' �' 3 DRAFTING AREA // V /-1—� L op p Q w — ` a) 0 M • - W OFFICE 3 OFFICE 4 2\ '' r"-i e e ^ - Q Z .r. col I-1j_ - MECH.ROOM w a ti l.J L UP o o > M O W J CN/ CV CV LO C m 6) I HALLWAY BATHa___ BATHX O = o z a CD 44 U o L 7 CI) LO _� OFFICE 2 Q o Z Lc, ~ cc SERVER - U - - .�� �L. ROOM EKITCHEN I STOR STOR ro - , _ ___D O Q ENTRYfl ) L � r E m U D N OFFICE 1 ACCOUNTING _ CONFERENCE ROOM • ~ c W a- p) 1- H re) Q N — — D FPVV' -1 I `n - - - - - I FIREPLACE&CHIMNEY l� <<<<.< — NG — — — ® � 1 MAIN FLOOR PLAN SHEET: I� \I Al 3/16°=1.-0° Al 3 OF 11 5-cFtUCTUR44 PLAN NOTES: WC 4 ���p PROpi. �� �G 1 NFA s�0 0 REPLACE ALL INTERIOR&EXTERIOR DOORS /�/// ///////////// // /�///���/�// // tv •P � 0 REPLACE ALL WINDOWS.INSTALL IN • HATCH INDICATES 1-HR Er 69194PE INDICATES 45 MIN. ; 0 r ACCORDANCE W/HAMA RECOMMENDATIONS WALL ASSEMBLY-SEE J O REPLACE ALL INTERIOR FINISHES �� • SHEET G1 RATED GLASS(OH 45 J OREGON , OR W-60) — = S�.t 2���\� /. DN i i N = N "1- '� 7 , �vv / / 0 D Q N co E RY C. y / u- >` a N N Ei / c Y a' oo 0 EXPIRES: 12/31/2020 v o M OFFICE AREA _ c . W z a cC w' > CO O w O mti0 _= I________, 0 --I (3, -, L L I-a = O z W w co m J O_ STORAGE AREA/ z A 'n c 0 Lo � ATTIC SPACE 0 Z N ~ U O 0 W En Z J O d m E m U D W N O I- M M cc w w rn w N, Q N) O " in N tx CCCCC �� 1 SECOND FLOOR PLAN SHEET: ,r A2 3/16"=1'-0" A2 4 OF 11 s-cFtUCTURgt WC 4 ���Eo PROF`cs,� ii,5 �G. ► NFA , ,,//�///„/////////////////// //// QL HATCH INDICATES 1-HR / 69194PE WALL ASSEMBLY-SEE . / SHEET G1 / / vi J / -1/4”PER FOOT / c� c MINIMUM SLOPE / = -- a, a, 111,00REGON 't, y 0 2`�� �� / / i N a r.M E `SFR 7 C. N.-' W / LL. > o N cc:1 c O_. CV Y � oMMo a EXPIRES: 12/31/2020 Cl) - co "' "' U . � C M 0 '' Q12 PLAN NOTES: w SLOPE SLOPE U) CD M 0 Q, a) d N N 4:12 4:12 O EXTEND PARAPET TO MIN.30"ABOVE 0 ROOF.RELOCATE EXISTING OR o m W PROVIDE NEW METAL COPING a N O FACTORY CUT TAPERED POLYISO _1 4 INSULATION CRICKET.PROVIDE u DENS-DECK OR SIMILAR ABOVE INSULATION 0 NEW 60 MIL TPO AT LOW SLOPE AREA. / _ EXTEND MINIMUM OF 36"UNDER NEW .46e � QSHINGLES.EXTEND 12"MIN UP WALLS OO Lu zci N oO NEW ARCHITECTURAL COMPOSITION ♦♦♦ Et W mCs4 _I ROOFING ♦��♦♦ I:4 O PROVIDE ICE AND WATER SHIELD ♦♦♦♦ w = o z UNDER SHINGLES AT 3:12 AREA SLOPE ♦♦♦♦ �O ¢ o CD 6 PROVIDE MIN 165 SQ-IN EAVE VENTING < 6:12 ♦♦♦ O &165 SQ-IN RIDGE VENTING AT UPPER ♦♦� © g N o 0 ROOF ♦♦ ♦♦ SLOPE U O PROVIDE MIN 310 SQ-IN EAVE VENTING ♦ 6:12 &310 SQ-IN VENTING NEAR HEADWALL . (HIGH POINT)AT MAIN(LOW)ROOF d N Or J CO Cnv Z J 0 < m E m 0 0 W M 0 I- M M CC w w � I- < N V) Nce <- <<K14.AA 1 ROOF PLAN SHEET: \I A3 3/16"=1'-0" A3 5 OF 11 STRUCTURAL GENERAL NOTES siFtUCTURA4 WC 4 'cE) PROp THESE DOCUMENTS ARE INTENDED FOR LIMITED FIRE DAMAGE REPAIR. THEY DO NOT .<<G SS ADDRESS ALL CODE DEFICIENCIES THAT MAY EXIST. ANY SEISMIC UPGRADE TO ANY co �G I N . ,q CV EXISTING COMPONENTS OF THE STRUCTURE IS BEYOND THE SCOPE OF THESE -P Gy DOCUMENTS. Cr 69194PE r 0 J cn BUILDING CODE: OREGON U 2014 OSSC p'` "gub N S' M N •�.4 /0, 29 ' i a> = titiM DESIGN LOADS: FRY C. \- U- ¢ M M GRAVITY: gl as Y o` EXPIRES: 12/31/2020 «3 1. ROOF DEAD LOAD: 15 PSF 2. ROOF SNOW LOAD: 20 PSF N -� g2 a - < 3. FLOOR DEAD LOAD: 15 PSF 4, FLOOR LIVE LOAD: 50 PSF(100 PSF LOBBIES&CORRIDORS) -• • a. WIND: LLJ 1. BASIC WIND SPEED: 120 MPH 2. WIND LOAD IMPORTANCE FACTOR(Iw):1.0 3. WIND EXPOSURE:B GENERAL CONSTRUCTION: 1. CONTRACTOR IS TO VERIFY AND CONFIRM ALL DIMENSIONS. NOTIFY ENGINEER OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND EXISTING CONDITIONS PRIOR TO START Q OF WORK. a W 2. CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING Lu _ N w CONSTRUCTION. THE STRUCTURE,AS SHOWN ON THE DRAWINGS,HAS ONLY BEEN N DESIGNED FOR STABILITY UNDER THE COMPLETED CONDITION. � Z m LI =[al o z CARPENTRY: ¢ o 1Lo .ALL NAILS TO BE COMMON WIRE OR EQUIVALENT DIAMETER AND LENGTH.NO BOX NAILS z W Lo C -- ALLOWED. O 2. ALL NAILING TO BE IN ACCORDANCE WITH IBC TABLE 2304.9.1 UNLESS NOTED OTHERWISE. U 44 3. ALL FRAMING HARDWARE TO BE SIMPSON STRONG-TIE BRAND OR EQUIVALENT SPECIFICALLY APPROVED BY ENGINEER PRIOR TO ORDERING. GENERAL CONTRACTOR SHALL PROVIDE ALL SPECIFICATIONS OR EQUIVALENT PRODUCT TO THE ENGINEER FOR APPROVAL. INSTALL FRAMING HARDWARE IN ACCORDANCE WITH MANUFACTURERS SPECIFIED MAXIMUM NAILS OR BOLTS UNLESS SPECIFICALLY NOTED OTHERWISE ON PLANS. 4. LUMBER GRADES: A. ALL 2x MEMBERS TO BE PRESSURE TREATED DOUGLAS FIR#2 UNLESS NOTED OTHERWISE. OZ Q B. ALL 4x AND LARGER MEMBERS TO BE PRESSURE TREATED DOUGLAS FIR#1 F- UNLESS NOTED OTHERWISE. o- C. BLOCKING TO BE STANDARD OR BETTER,OR STUD GRADE,ALL PRESSURE Em TREATED w N D. ALL WOOD IN PERMANENT CONTACT WITH CONCRETE OR MASONRY TO BE o PRESSURE TREATED M rx 5. CUTTING OR NOTCHING OF BEAMS,JOISTS AND COLUMNS IS NOT PERMITTED UNLESS w o_ APPROVED BY ENGINEER OF RECORD. 6. DRILL BOLT HOLES 1/16"OVERSIZE EXCEPT WHERE NOTED LARGER. °' 7. ALL NAILS AND HARDWARE TO BE HOT-DIPPED GALVANIZED. I 8. ALL FASTENERS DRIVEN INTO PRESSURE TREATED WOOD SHALL BE CORROSION p 14) RESISTANT IN ACCORDANCE WITH IBC 2304.9.5. to 9. ALL CUT ENDS,NOTCHING,ETC.SHALL BE TREATED WITH A LIQUID-APPLIED WOOD w PRESERVATIVE \ SHEET: SPECIAL INSPECTION: S 1 SPECIAL INSPECTION IS REQ'D FOR SIMPSON STRONG BOLT 2 IN ACCORDANCE W/ICC ESR-3037 6 OF 11 1 -•Agill/ RF X, C C) r� o � �N � � � �� P. �o "lxf0 5N,N,-,/ I 1O O > m > -< > OO) 072 z > m m m > O > zo mn m -o = � Ooc)_ m0 > v' ,v m } m 4, C } / frl• 8 m > m a O D C7 y • Ri m �' r m D LiJ I —1 o 1 I I ( -, - - N I __...._n__, 1 r J - r _ 1_ D - z _ -n r- 0 O —, - -n z G) _ w MI 1 ir D cs Z - , I I , I REV DATE DESCRIPTION MCMONIGLE FIRE REPAIR West Coast Forensics, m 5/23/19 PERMIT SUBMITTAL MAIN FLOOR Engineering and Design, LLC o U) FRAMING PLAN 0 m w A 3835 SW Kelly Avenue Portland,Oregon 97239 -P 12555 SW HALL BLVD. ph: 503.232.5744 4 TIGARD,OR 97223 fax: 503.232.5372 /5\ WC4 JOB NO.:JCL2007 www.wcfore.com S-cFtUCTURg4 WC 4 co PROFESS 44/\-\ \,„ N F \ I I I 1 1 I I e 4 69194PE - J `- � J To, OREGON _ v f ` N <4 /0, V N d- �. �° 4x6 - O D > o' `n `n O RY C. L — _ = — �- Q oMM 0 • 4C-15 EXPIRES: 12/31/2020 I 1 // - oo . 0 PLAN NOTES: I I / a> a) M LL / _0 DASHED LINETYPE IS EXISTING �- // W FRAMING TO REMAIN I 0 NEW 2x4 DFL#1 RAFTERS AT 24"0/C 0 I I // = : = — CcD O MIN(4)2x6 BELOW PONY WALL-NAIL I I / TOGETHER W/10D AT 6"0/C 0 11/ / OMIN(6)2x6 BELOW PONY WALL-NAIL yl (1 TOGETHER W/10D AT 6"0/C _I P =- — = _ O5 1/2"24/0 SPAN RATED EXPOSURE 1 r J I I I I LI=— —I ce SHEATHING NAIL TO FRAMING W/8D I 1- 1 1 0 1 I I I w 54I_: Z 0 0 AT 6"0/C EDGE/12"0/C FIELD I /13 I 11 1 1 11 O N N { w Ia m tiJ I _ I I II I I I II I I I �' w J 0, - rr� . I I I 7 I I �- U' = o 0 4 A00 s — �—L= ====J1 II // I ZZ dgS5 / 0 �,II II / o � � N �0 �--I ir -L= J I I / I w G�, / I� / 0 I � I � _ _ JI // �1 U� rS.�/ I— - / ,,,,��Q 7 0 / - 0 I- o < c n F. r a , -11 E m =,F=.=7-2 n WN IL — = = = = — J o m W II I �, 4x10 — L z L L Lil Q N o in p N Lu (<<-) -<- <, A 1 LOW ROOF/SECOND FLOOR FRMNG PLAN SHEET: S.16 ,r S3 3/16"=1'-0" S3 8 OF 11 � . s�F m ,_• />> 13,..% 13,..% c m Oc < �o z m / co o is dam\ n7z, 0 o \ T rri W \ o I- U) 0410 DC7 O 0 -n -n w -o ri • r D • Z - z z = REV DATE DESCRIPTION MCMONIGLE FIRE REPAIR West Coast Forensics, co 1 5/23/19 PERMIT SUBMITTAL ROOF FR Engineering and Design, LLC o A AMING PLAN C7 ►{� / \ 3835 SW Kelly Avenue /3\ Portland,Oregon 97239 12555 SW HALL BLVD. ph: 503.232.5744 TIGARD,OR 97223 fax: 503.232.5372 WC4 JOB NO.:JCL2007 www.wcfore.com 5-c tiCTUR,g4 WC 4 �FLop PRop,. co ,G 1 N � , 2x4 AT 16"O/C tti 44/ D STRONG 69194PE 2x4 AT 16"0/C 3/8"MAX BOLT 2 AT4E0"OIC MAX U EXP 1 SHEATHING. J NAIL TO ALL FRAMING RE-USE EXIST AB'S-IF OR EXIST AB'S(SEE ci J OREGON WI 8D AT 6"0/C SPACING EXCEEDS 4'-0"0/C. NOTES FOR INSPECTION U c o, ON � EDGE/12"0/C FIELD- PROVIDE 1/2''0 x4"EMBED EXIST SLAB ON REQUIREMENTS) -N = M N . "4 10, 2 � • BLOCK ALL EDGES SIMPSON STRONG BOLT 2 TO GRADE # 2x PT SILL i �, \.- REDUCE SPACING TO 4'-0" l - Cl a o NIC,, `, C ►, O >s C N N (? 0/C MAX.SEE NOTES FOR I i Y °' o o 0 R INSPECTION REQUIREMENTS ca '�' n 3 EXPIRES: 12/31/2020 8D AT 6" > o U (nom 1 .._7 t + - - - —I I L gi r, , Cx6 —:-111—T1—= -EXIST GRADE SLAB ON 2 PARTITION WALL AT SLAB - i= PT MUD SILL S5 1"=1'-0" w ASSUMED EXIST TURN DOWN OPENING #TRIMMERS #KINGS 4'-0"OR LESS 1 1 cC 1 EXTERIOR WALL AT EXIST FOUNDATION 4'_0"x8'_0" 1 2 0_ w S5 1"=1'-0" OVER 8'-0" 2 2 w U103 N ct a w q W c)L. Ro SIMPSON A35 CLIP EA z A _t+, —14— J —14— SIDE AT OPENINGS OVER 8'-0" U RAFTER PER MINIMUM 6-16D HEADER HEADER PER PLAN EA.END — PLAN SHEATHING PER PLAN 8D AT 6"0/C .11 . SPAN - —KING STUDS PER SCHEDULE-NAIL 10D TN AT 8"OIC TRIMMERS PER SCHEDULE,-- TOGETHER W/(2) /tel BLOCKS,DRILL NAIL TO KINGS W/(2)ROWS ROWS 10D AT 8"0/C, J 10D AT 8"0/C,STAGGERED Q 1 � FOR VENTING STAGGERED 12 ► DBL TOP PLATE m 61 (3)10D TN EA w N RAFTER DOUBLE SILL PLATE AT 0 M EXIST 2x6- OPENINGS OVER 8'-0" ce 8D AT 6"0/C CEILING JOIST a. /; SIMPSON A35 CLIP EA Lu —11— —AE— —4— �— SIDE AT OPENINGS Q �— I OVER 8'-0" o IIISHEATHING-SEE 1/S5 1 S . 4 3 DETAIL AT WINDOW/DOOR OPENING SHEET: S5 S5 1"=1'-0" S5 1/2"=1'-0" 10 OF 11 x � � RF s w < oCY) w a m -- -0 n N n o 0 Z Z < `Jo . m P Z c=, /s \� ±1-6" +6 f f f ___/,,__ WN) 0 __., I rn 03 -p 0 ►� D 10 'l M I M m u) X -{ z C C M 0 Z \IIIL D m m � rn z -o z w m r" m U1 D CD m -I O —I O -0 7zi m 0 O m O pm * I I 0 z D m . z z * am 0 r-- _ m n o 0 —1 0 II II' A o 0 o ---/ /—1 p —i 70 = REV DATE DESCRIPTION MCMONIGLE FIRE REPAIR West Coast Forensics, 5/23/19 PERMIT SUBMITTAL Engineering and Design, LLC A DETAILS Om / \ 3835 SW Kelly Avenue /3\ Portland,Oregon 97239 -P 12555 SW HALL BLVD. ph: 503.232.5744 4 TIGARD,OR 97223 fax: 503.232.5372 A WC4 JOB NO.:JCL2007 www.wcfore.com