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Plans (57) BU P2019-00145 PROPERTY LINE- SEE SITE PLAN ———_ - SUBMITTED UNDER SEPARATE PERMIT - — - FOR Abb'L INFOS E A _. N ,,, / k__,_ T Ri 7 DEMOLISH (E) ;I, 91 - - - - DEMOLISH (E) �^ F.O. SIDING r,, PLUMBING PLUMBING FIXTURES —`=I tr'IP a � - �� I rl FIXTURES ® —�Ii ® - i • RECEIVED SCOTT EDWARDS ARCHITECTURE LLP - DEMOLISH 1 z HOUR FIRE JUN 12 2019 IL (E) CLOSET RATING - 3 ., DOOR AND BETWEEN �� 2525 E. Burnside St., Portland, OR 97214 UPPER — - UNITS, TYP. CITY OF TIGARD phone-(503) 226-3617 www.seallp.com SHELVES -__ LEI - 0 - BUILDING DIVISION ; DEMOLISH 1 (E) BEARING WALL - _ (E)DOOR \ .C�- } fu ,_ i —> - PROTECT DURING 1'I!•~ �O ",„ Lk L1■ iii OF CONSTRUCTION -- ci _ o • DEMOLISH (E) DOOR AND .. 11 i -," L J - " z - �G� -I-ri- - all_ Li EXIST) 1 HOUR - V RECITE ASSEMBLY DEMOLISH (E) BUILT IN FIRE RATING eTER RIMM .51 RESIDENCE1 m RESI•ENC In'� BETWEEN R-2 AREA OF WORKCASEWORK AND 'owzrs" - 1,025 5F 1,140 SF ia iwia �i DBTYP. gs .�r - PLUMBING �►T. 0 1 M-i�� - - - T._-r- Q REMTEIASSEMBLOR AND = =©© �r� e - �,:: .� - �, - - - - - - - ••RTLANQ,OREGON • f L • IF l W,� _�€� RESIDENCE �1► 1,025 SF r LICENSE#4966 T�L' � / p ' j R SIDEN E ® i t .. 1� 063 1,030 SF w ;��i •— . Ire ._ !:. (- [ ( v OW '"; C EIdl j o 11- I A��4 c=J 'Sr' `t Digitally signed by Peter Grimm . CD ' Pr_ I IF, w: Date: 2019.06.11 12:27:33-07'00' / AREA'A' .. - � I APARTMEN r �' ' I : (E) BLARING WALL ' - 1 _�- i� (E) BEARING WALL - R 2 OCC. — ® ;;'r® 11Ef PROTECT DURING PROTECT DURING - �f'•' • y � - --� • CONSTRUCTION CONSTRUCTION :_ 1 HOUR AREA 'B' T H E ADRIENNE DEMOLISH (E) I FIRE 'w 1 RATING AREA CASEWORK, TYP. % E TYP. R-2 OCC. UNIT T. I . U.N.O. ;' II[ D II E - � II— - .`-j=- /�": .,J-.-,:,t.,.. ... .� - . f ��.�,9' :a -:::::7111a1J T I II .I I I I� 7148 SW GONZAGA ST TIGARD, OREGON 97223 UNIT 208 DEMOLITION PLAN0 FLS 1 EGRESS PLAN 114" 0" FILE 3132"= 1'-0" FILE ED OSSC 721.2.2.1.2: EQUIVALENT SLAB THICKNESS FOR • GYPSUM CONCRETE, LIGHTWEIGHT OR NORMAL 518" GWB ROOM SIDE OF RIBBED CONCRETE: CONCRETE TOPPING ON STUDS • OFFICE COPY s = SPACING OF RIBS OR UNDULATIONS I- •• MINIMUM 314"THICK T&G PLYWOOD OR OSB t= MINIMUM THICKNESS 4 INSTALLED PERPENDICULAR TO JOISTS WITH END RI 1 WOOD STUD FRAMING CITY 4F TIGARD to - EQUIVALANT THICKNESS �A; `� f`�"" JOINTS STAGGERED AND FASTENED IN 8.. I.'�'� SHEAR PLY PER STRUCTURAL TYPICAL ABOVE 2ND FLOOR REVIEWED FOR CODE COMPLIANCE THIS APPLICATION t= 3" L-,- ACCORDANCE WITH CODE REQUIREMENTS FLAT PANEL SYSTEM u ' DRAWINGS WHERE OCCURS DECK • A SEE FLOOR PLAN _ PP //12� • MINIMUM 9 112 DEEP Ipi WOOD I-JOISTS WI MINIMUM _ � `' OF 1 112"X 1 314" FLANGES. THE I-JOIST WEB IS 1--><--)-: CONCEALED CLIP SYSTEM PER r•. 2 � 518"GWB EA. SIDE OF STUDS UTC: I l SECTIONAL AREA{te): IFLAT PANEL MANUF. STAGGER STUDS U.O.N. : _ '/ "t to= (3") (12") + (4.5") (3"} + (1.5) (3) 1 12 � C MINIMUM 318"OSB. JOISTS ARE SPACED A MAXIMUM t . Pcrmit#s �1l7 a lc) nn 4s to= [(36} + (13.5} + (4.5)] / 12 OF 24"O.C. kW- . ACOUSTIC BATT INSULATIONY te =4.5" (4.5 < 6 - USE te) ( • z" RESILIENT CHANNELS-24 GA. @ 16" O.C. MAX. / WRB �� TYPICAL @ EACH STUD BAY METAL STUDS TYPICAL BELOW Address: �1 4{� - \n7 (:)-e-'- 2 r_ cJ C,�' 4 112" a♦ • ONE LAYER OF 5/8"TYPE"X" GWB INSTALLED �1 -� r: .� ` �� 2ND FLOOR DECK Suit#' a �� ���' ? 1" RIGID INSULATION PER SPECS ,1714.x'•'•❖i4. 7 112" EQUIVALENT THICKNESS: PERPENDICULAR TO JOISTS W/ END JOINTS ij : —_7-,a � - EXTEND WALLS TO ' ~ ACOUSTIC BATT INSULATION Y� r B Date: ) c. ts= t+ [(4t 1 s) - 1)] (te -t) STAGGERED 48". BOARDS TO BE FASTENED TO DEFLECTION HEAD 1'_0�� : : ::, PLYWD SHEATHING PER I: @ TYPICAL AT: r ts= 3 + ([(4) (3)1 12]- 1) (4.5- 3) JOIST W/MIN. 1 518" SCREWS AT 8" Q.C. IN FIELD AND _ I STRUCTURAL . UNDERSIDE OF STRUCTURE ts= 3 + [(121 12) - 1] (1.5) 6" O.C. ALONG BOARD EDGES. SCREWS TO BE MIN. 1 i; GLASS FIBER ABOVE • KITCHEN WALLS ts= 3 + (1.5) 1/2" FROM BOARD EDGES AND 3/4" FROM BOARD vik.„.„; INSULATION • BATHROOM WALLSis=4.5" ENDS. GWB TO BE TAPED AND FILLED. SCREW -L ' BATT INSULATION- R 21 ' • ' '''' DRAFTSTOPS @ -ACOUSTIC SEALANT TYPICAL WALLS SEPARATING FC-2 > < FC-1 > HEADS TO BE FILLED WI GWB JOINT COMPOUND. '_ 10'-0" O.C. TOP AND BOTTOM -SEE 20 1 UNITS 111110 2X6 WOOD STUDS PER . �4 HORIZ. - EXTEND WALLS TO RIBBED CONC. EQUIV. THICKNESS =4.5" > 3.5" • OPTIONAL FRICTION FIT INSULATION. t STRUCTURAL �' •r• 1 HR RATED SLAB (SECTION VIEW) i '•a"d'•i• — •s.1 • , DEFLECTION HEAD @ ' PER UNDERSIDE OF STRUCTURE 518" TYPE'X' GWB ON V.B. *57 STC AS TESTED PER THE CALIFORNIA DEPARTMENT OF NOTE: 34 MIN. RATED FLOOR 1 CEILING (SECTION VIEW) Il�\ 1 HEALTH SERVICES LOCAL ENVIRONMENTAL HELATH , PLAN ABOVE RIBBED CONCRETE SLAB PROVIDES EQUIVALENT THICKNESS OF 4.5". NOTE: $ ,, SERVICES BRANCH CATALOG OF STC AND IIC RATINGS FOR 3.5" = 1 HR RATING PER OSSC TABLE 721.2.2.1 WALL AND FLOOR/CEILING ASSEMBLIES, SECTION 1.2.4.1.5.4 I 30 MINUTE DWELLING UNIT SEPARATION REQUIRED PER OSSC SECTION 709. UTILIZING THIS ASSEMBLY EXCEEDS BUILDING CODE REQUIREMENTS. / EW4 \ 1-HR IW2 30 MIN. IW1 30 MIN. UTILIZING THIS ASSEMBLY MEETS BUILDING CODE REQUIREMENTS. 0 EXIST RATED FLOOR ASSEMBLY 6 EXIST RATED CEILING ASSEMBLY 05 TYP. EXTERIOR WALL (4) TYP. INTERIOR WALL TYP. INTERIOR WALL 1-112" = 1'-0" FILE 1 112" = 1' 0" FILE 1-1/2" = 1'-0" FILE 1-1/2" = 1,-0" FILE 1-1/2" = 1'-0" FILE ) LOCATION PLAN L — — -- _ CIT` ., , is j - ' ® - L - luu� `,r ullu - ! �, I HH Imo I (® ) I 4 A roved b tannnn/'"!O' ©; 3 . PP YEXIST,, I / \ SIiJK 3053 S O I t I O Oon " . "� CLOSET —`' f 30X48 I C� •� '� — Date: _627/9-1/q • / Io r — �raVE: 305.3 — � r 148 S lhwrs I I� _,� c:' 208B j W o I I I • C' v 130X48 I DEXRI'�.305 \ � _ , ..� ,, ! �,g;�;rNe _ 4 .- .. "� x Qj Initials: L n x tr { I O J I L•e]rgB i ox University , - - — , .O — — — ALT:48 X 56 - — — — — porlland Linter — — J UTIL = = RR KITCHEN L � -- -- 7 J L — — — — = "'} �` Y : � FOYER o 1 208C I n . 208D F�si:3�1 I I I " ., � � • SL yrc n ‘,.4 2o$A CO — la.W X48 l j X48 5.3 O -1________=_ 1 -_ ,.a: ,t s dE lc P2 Center r O\N.....______ . -'- = o NCO ; '! s I OW WALL 1 oo r� , f O 4y_BELOW CTR. AIL' O f - 5' 6 N I r I I .i, Er:/ended Stay Amanda } _] Po eland-Tigard 4 ,. i ► .r w; - ,..., JJSBan.k DN I18"4" 3'-4" ID IiIpment F:nanc: CLOSET 3'-4" 3'-0" 1. 6'-0112" r ''�`�'' 208F 1'-6" 1 ALIGN ® 1 2'-0" I r a _ Triangle 4, a Illlll 11 L lllh N Corporate Park II 'I I ,i, Drawing. (208F1� • u) r E _ _um 1r ull 3' 0" C7 iv uuH r1 „s, sJ. rA �r v "u U r r, 1 ir * • --ti yrs 08 H I 3'-0” 9 112" _ —r T BEDROOM r �� SYMBOL LEGEND: KEYNOTES : CODE INFORMATION SECOND 2086 I �� 1 ; �;� BEDROOM Hwy �Lr�IVIN 1 s 1 I �r f Kam 1 L2{�$,� ; 1 L__J 5L_--_J I E SYMBOL DESCRIPTION r r r LL- _L J __I DENOTES HYPOTHETICAL TRAVEL DISTANCE TOTAL AREA= 1025 SF FLOOR PLAN T i1 rl < FC-1 > i — — PATH O EXISTING MECHANICAL SPACE- PROTECT DURING CONSTRUCTION 1 , I ABOVE ; = EMERGENCY'EXIT' SIGN . SHADED AREA INDICATES ILLUMINATED TABLE 508.4 REQ. SEPARATION OF OCC. 1 ! _ r R-2 OCC. TO R-2 OCC. = NONE = ri i FC 2 J FACE. ARROW INDICATES EGRESS DIRECTION. O2 HOT WATER HEATER BY OWNER 11 !' BELOW 1 L ---- O 1 OWNER FURNISHED APPLIANCES -TYP. TABLE 1004.1.2 MAX FLOOR AREA PER OCC. Job No: 19073 1 1 ___11__� ; �__L�____ © OCCUPANT LOAD-ARROW INDICATED ASSUMED 4® ACCESSIBLE SHOWER UNIT 1025 1 200 =6 OCCUPANTS Date: 07/04/2019 < IW 1 L r---� r O TRAVEL DIRECTION I J ,I % ��L I % _ I O NEW PLUMBING FIXTURES -TYPES TBD PER OWNER TABLE 1014.3 COMMON PATH OF EGRESS TRAVEL �r i a" O# KEYNOTE Drawn By: - R-2 OCC. - LESS THAN 30 OCC. = 75 FT. L__J L__J i1 ` ' ® CABINETRY BY OWNER. VERIFY WITH OWNER PRIOR TO FABRICATION EXISTING WALL TO REMAIN _ { L J j I TABLE 1015.1 SPACES WITH ONE EXIT OR EXIT ACCESS Checked By: I NEW INTERIOR WALL- IW3 UNO DOORWAY R-2 OCC. - MAX OCC. LOAD = 10 OCC. Sheet No: 0 UNIT 208 FLOOR PLAN FILE EXISTING 1 HR RATED ASSEMBLY EXISTING BEARING WALL TO REMAIN TABLE 1016.2 EXIT ACCESS TRAVEL DISTANCE ED ,,,,,,,,,,,,, R-2 OCC. -WITH SPRINKLERS = 250 FT. 12" = 1%0" • • II II III EXISTING 1/2 HOUR RATED ASSEMBLY SEC 1021.2 EXIT FROM STORIES EXIT REQUIRED = 1A2 1 2 ■