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Plans CEIVEP 15880 SW GREENS WAY, TIGARD OREGON PROPERTY PROPERTY JUL 3 0 2015 PDS DAMAGE DAMAGE DESCRIPTION OF WORK: SOLUTIONS SOLUTIONS CITY OFTIGARll 85 SW 2 HILLS BLVD.SUITE 106 2850 SW CEDAR HILLS BLVD.SUITE 106 BUILDING DIVISION BEAVERTON,OREGON 97005-1354 OREGON 97005-1354 REPLACE DAMAGED RATED GYP ON CONTACT:CHRISTOPHER NESTLERODE ISTOPHERNESTLERODE . .-w" '" CONTRACTOR: PHONE.503341-6801 EM.CNDESIGNS@ CAST.NET EM.CNDESIGNS@ CAST.NET ll 1 '"'__ '' - `' SEPARATION WALLS, REPAIR DAMAGED '' '� .. � a4 �,} ROOF FRAMING AND REPLACE DAMAGED INTERIOR FINISHES AND RE-INSULATE THE BELFOR PROPERTY RESTORATION '-� , '.,� ATTIC SPACE. 12823 NE AIRPORT WAY ., '� ' \ 1 583, PORTLAND, OREGON 97230 z RESTORE THE EXISTING STRUCTURE BACK PHONE 503.522.9032 Z ° Vii* � .k Q w TO ORIGINAL CONDITION PRIOR TO FIRE CCB #: 146973 a o w A, g ' DAMAGE. ALL RESTORATION SHALL BE TO CONTACT: CHRIS WHELAN 0C tED. ,t .I 5th 7 ', '`� °. LIKE KIND AND QUALITY UNLESS EM: chris.whelan @us.belfor.corn w > w P- � ti OTHERWISE SPECIFIED BY THE OWNER. 0 < Q •x ,ry .r ', `' DRAWINGS. Q E w � Z <' w 1 w 5 t `'` #'i '� `'s° GENERAL NOTES: ,T AU - TITLE SHEET w N I AI Al - FLOOR PLAN °° —ct F - VERIFY ALL DIMENSIONS AND L CONDITIONS, CONTACT A2 - SEPARATION DETAILS -- -�-' DESIGNER IF THEY VARY FROM f, '' THESE DRAWINGS. "`- :A BUILDING CODES: _ s. " x\ - ALL FRAMING MEMBERS TO BE ` {'E °- ___ �< DOUGLAS FIR-LARCH #2 U.N.O. 2014 ORSC ,Z 2-,o N(J° --------1.-- *----"c '. .iip ., ', - FRAMING CONNECTORS SHALL w u W a m W c \ ,�; 15860 HAVE ALL THE NAIL HOLES . o00 o,° , '.• ti FILLED AS SPECIFIED BY THE . ', , k. 1 70 CITY OF TIGARD 1 � MANUFACTURER, U.N.O. �DFOR CODE COMPLIANCE ' ', '{ 5 y� '', ,, Approved: �J 1 590r� ¢. - WATERPROOFING AND OTC: 15920 ';, 15910 �`'. � FINISHES BY OTHERS. _ �► s Permit#: (,44 2Of5 .0(39 ." �._ ..�• . Addresses �t. esn )( j )W t Z w J 4 z Suite : w a b By: Data 71 f f itN ‘ ' -- '', \ _.--'\-- ----- _JLI-1 § 1 ', 1i 'i _,______________T OFFICE COPY SITE PLAN NORTH A0 SCALE: NOT TO SCALE AO A 1 II, 1 5/8"TYPE"X"GYP.BD.TO ALIGN. PROPERTY Ns II,-= 5/8"TYPE"X"GYP.BD. DAMAGE Ii' BATT INSUL. RATED WALL EXTENSION SOLUTIONS @ EXTERIOR WALLS 2x4 STUDS @ 16"O.C. 2850 SW CEDAR HILLS BLVD.SUITE 106 BUILDING PAPER BEAVERTON,OREGON 97005-1354 CONTACT:CHRISTOPHER NESTLERODE SIDING PHONE:503.341.6801 EM.CNDESIGNS@COMCAST.MET INTERIOR INTERIOR SIDE COVERED WITH 5/8"TYPE"X"GYPSUM WALLBOARD,4'WIDE,APPLIED HORIZONTALLY UNBLOCKED,AND FASTENED WITH 2-1/4"TYPE"S"DRYWALL SCREWS,SPACED 12"O.C.,WALLBOARD JOINTS COVERED WITH PAPER TAPE AND JOINT COMPOUND,FASTNER HEADS COVERED WITH JOINT Ct z COMPOUND. Q o / 4'-0" (MIN.)(NO OPENINGS) / d a EXTERIOR (E)SIDING 2"X4"WOOD STUDS @ 16"O.C.WITH DOUBLE TOP PLATES,SINGLE BOTTOM PLATE;COVERED WITH Ce A MINIMUM 3/8"WOOD STRUCTURAL PANELS(OSB)OR AS INDICATED BY STRUCTURAL,APPLIED c (E)(1)LAYER%"TYPE "X"GYP SHTG ON VERTICALLY, HORIZONTAL JOINTS BLOCKED AND FASTENED WITH 6d COMMON NAILS(BRIGHT)-12" LLI ~ EXTERIOR SIDE OF EXISTING TRUSS. O.C.IN THE FIELD,AND 6"O.C.PANEL EDGES.CAVITY TO BE FILLED WITH 3-1/2"MINERAL WOOL 0 .t- 0 0 INSULATION WITH R-VALUE PER TABLE. Q ,� \—(E)PLYWOOD z 4-O (MIN.)(NO OPENINGS) I NOTE:SEE STRUCTURAL SHEAR WALL PLANS FOR ADDED SHEAR WALL SHEATHING <Lij w / I REQUIRED. Q ow (2)LAYER%"TYPE "X"GYP SHTG 2 \ 1HR. EXT. 3 1/2 WOOD W/ SIDING ,� 03 ON EXTERIOR SIDE OF TRUSS. X 1 L PER PLAN '1� A2} SCALE: 1"= 1'-0" TABLE 720.1 ITEM NUMBER 16-1.1 \(N)BATT INSUL COMMON PROPERTY LINE FIRE WALL R P ACOUSTICAL INSUL.3 1/2"BATE "'z kill N(�� BASE:ONE LAYER 5/8"TYPE"X"GYPSUM WALLBOARD 8 m°a N.OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES °z It w TO EACH SIDE OF DOUBLE ROW OF 2X4 WOOD STUDS I-¢m w rr 16"O.C.ON SEPARATE PLATES 1"APART WITH 6d awom llif It 1111 II!!!t Al - Itt!!! ; 1!!!! - i Mit (2)LAYERS 5/8"TYPE"X"GYP.BD. CC C TED NAILS, 174"LONG,0.085"SHANK,%4'HEADS,24" P11.1_1� (N)(1)LAYER%" FACE:ONE LAYER 5/8"TYPE"X"GYPSUM WALLBOARD OW TYPE"X"GYP BD. OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES 4.0.4 TO EACH SIDE WITH 8d COATED NAILS,23/8"LONG,0.100" (/) I %4"SHANK,I (N)FIRESTOPPING HEADS,8"O.C. __I AT TOP PLATE JOINTS STAGGERED 16"EACH LAYER AND SIDE. 1—W COMMON WALL ASSEMBLY: 2 ., ( ) STC 55-59:SOUND TESTED WITH 3/2 GLASS FIBER LAYERS%"TYPE X GWB ON EA. SIDE �bN INSULATION STAPLED TO STUDS IN STUD SPACES ON Z OF 2x4 FRAMING @ 16"o.C., BATT r ONE SIDE AND WITH NAILS FOR BASE LAYER SPACED 6" 0 INSUL (AT LIVING SPACES). O.C.HORIZONTAL BRACING REQUIRED AT MID-HEIGHT. (LOAD BEARING) < X 1 RATED WALL SECTION 3 2 HR. INT. (2) 3 1/2' WOOD W A2 A2 SCALE: 1"= 1'-0" • GA FILE No.:WP 3820 SCALE: 3/4"= 1'-0" A2 . . . 1 I I PROPERTY I 1 PDS DAMAGE I A4 ROOF AREA CALCULATIONS: SOLUTIONS — – I 2850 SW CEDAR HILLS BLVD.SUITE 106 BEAVERTON,OREGON 97005-1354 —Iw_ AREA 1 =1200 SQ. FT. CONTACT:CHRISTOPHER NESTLERODE I I PHONE:503.341-6301 EM.CNDESIGNS@COMCAST.NET I I =_ 1200 SQ FT/300 SQ FT PER SQ FT OF VENT AREA=4.0 ( I I 4.0/2= 2.0 SQ FT OF EAVE VENTS. ±i`� — 2.0 SQ. FT. OF ROOF JACKS. I 1�—� , 2.0/0.667 SQ. FT.AREA PER JACK=2.99 OR 3 JACKS. , = ROOF VENT w/0.667 SQ. FT. FREE AREA d =.:s w o ' I I `� FREE AREA OF EAVE BLOCK VENT: W a }� � I i i�� ! THE FOLLOWING ARE VENT OPTIONS: w � z �� (180) 1" HOLES= 1 SQ. FT. Q L !".............. (80)2" HOLES= 1 SQ. FT. 0 0 —� I I MIIII , (1)SCREENED BLOCK =.34 SQ. FT. w m Ct _ z z W � E LU I 1 ‘ ___________ . 1 ii. • ell °O '°o i =I a a w w 7 i � :::::. Cc a a ' , . (E)SHTNG. Z N Uo Lii 4 �Z - um Qom= 4 ; I��I i oo,N �~ `D I_- J M, (N)2x8 RAFTER w/ " (E)2x8 RAFTER Tfill 8d @ 6"O.C. (N)%2"CDX PLYWOOD APA RATED 24/0 ROOF SHEATHING. NAIL w/8d @ 6"O.C. "'-0" 4'-0" J CO ON SUPPORTED EDGES AND 12"O.C. HATCH INDICATES THE MIN. EXTENT OF THE \ (MAX) IN THE FIELD ON ROOF RAFTERS NEW ROOF. SEE PLANS FOR EXTENT OF 4 \ CONN. DETAIL AT 24"O.C.w/TIES AT EACH END. HATCH - FRAMING REPAIR. REPLACE ALL VENT STACKS I W INDIDCATES EXTENT OF(N)PLYWOOD AND ROOF VENTS WITH NEW INCLUDING NEW ' A2 I SCALE: 1 1/2"= 1' 0" W 0 BOOT FLASHING ON VENT STACKS \ _ 0 CO Z SPAN TABLE: R802.5.1(2)FOR 2x6#2 DF @ 24"O.C. J SPAN RAFTER SIZE RAFTER d SPACING IL O 7'-11"- 11'-9" #2 DF 2x6's @ 24"O.C. 0 ROOF FRAMING NORTH 2 ROOF PLAN NORTH 11, 1M A3 SCALE: 1/8"=1'-0" A3 SCALE: 1/8"=1'-0" A3 PROPERTY 11'-6" / DAMAGE CLR. SPAN FOR LOADING p�� SOLUTIONS 3, L.__ ' -00 CUT IN (E)FRAMING 2" 2850 SW CEDAR HILLS BLVD.SUITE 106 INTO FRAMING. BEAVERTON,OREGON 97005-1354 3'0" CONTACT:CHRISTOPHER NESTLERODE \ 4'0" (N)2x6#2 DF FRAMING ONE PHONE:503.341-6801 EM.CNDESIGNS@COMCAST.NET Aillit& \11111 SIDE OF CUT FRAMING. (N)2x4 SUPPORT UNDER • W FRAMING tptm z (N)2x4 SUPPORT UNDER Q w /A4 / NEW FRAMING d o LU 0a Q z 2 2 w w A4 (E)LOAD BEARING WALL (E)2x4 STUDS 0 2x4 STUDS @ 16"O.C. @ 16"O.C. W c fY m L_ BUILDING SECTION z A4 SCALE: 1/4"=1'-0" N °m�Q o Z w *kw eVER 'P ti Ov - (E)CEILING FRAMING (4) 16d NAILS '� (N)CEILING FRAMING „ 2xSA or(E)(N)42 x4 TRU FILLER.S FR MING J �,�� 8d @ 6”O.C. EA.SIDE Q nSTAGGERED. W o �E)WALL (N)2x4 EA. SIDE OF oa DAMAGED MEMBER. Z 2 OVERLAP DETAIL CD FRMNG. REPAIR DETAIL LIU A4 SCALE: 1 1/2"= 1'-0" SCALE: 1 1/2" = 1'-0" A4 • I 1 PLAN NOTES: DAMAGE REMOVE ALL EXISTING INTERIOR FINISHES & FIXTURES, INTERIOR DOORS, INSULATION, SOLUTIONS AND TRIM AND REPLACE WITH NEW MATERIALS TO MATCH EXISTING U.N.O. 2850 SW CEDAR HILLS BLVD.SUITE 106 BEAVERTON,OREGON 97005-1354 �g� SEAL EXISTING BUILDING SURFACES EXPOSED TO SMOKE AND NOT IDENTIFIED AS DAMAGED. CONTACT:CHRISTOPHER NESTLERODE I II SEAL PER RESTORATION CONTRACTORS RECOMMENDATIONS OR AS REQUIRED BY PHONE:503341�8O1 EM.CNDESIGNS@COMCAST.NET JURISDICTIONAL RECOMMENDATIONS. © REPAIR EXISTING SEPARATION WALL WHERE SHEETROCK HAS BEEN REMOVED. REMOVE AND REPLACE TO EXTENT REQUIRED TO MEET GYP LAPPING REQUIREMENTS PER WALL SEPARATION DETAIL. II © PROVIDE DRAFTSTOP IN ATTIC SPACE LOCATED AT UNIT SEPARATION. CC z Q 2 I O PROVIDE FIRE SEPARATION BETWEEN FLOORS AND AT DUCTS AND RECESSED FIXTURES PER DETAIL 1/A5. JCL o II0 REPLACE EXISTING ELECTRICAL SE , WIRING, JUNCTION BOXES, OUTLETS, AND FIXTURES AS REQUIRED. LU CC o © PROVIDE NEW FAN UNIT TO MEET CODE VENTILATION REQ'S. Q O PROVIDE 110V INTERCONNECTED SMOKE DETECTOR WITH BATTERY BACK-UP Q ,1 ,1 1 II (REQUIRED FOR ALL SLEEPING SPACES) 0 1/ Lu PROVIDE NEW COMBINATION SMOKE/CARBON MONOXIDE DETECTOR. L cr LL Lu ® II o ° ------V— ° Q ,./) w II z ° e LEGEND J- _ OQQ ,,co BED 2 CLST y Ct �"� _ 2-HOUR UNIT SEPARATION WALL: o>a � � Cw/) om�a z�F a; ii w \ ■ �� 1-HOUR RATED SEPARATION WALL: .Q m w 000U) EXISTING 2x4 WALLS @ 16"O.C. s BATHE I / , I NEW WALLS- DF#2 2x4's @ 16" O.C. D 1 O00 Q I REPAIRED WALL- REMOVE AND REPLACE 1 Q il INTERIOR FINISHES & REPLACE DAMAGED z 90 STUDS AS REQUIRED z Q KffCH I !i31--43 z -��� , 1-HOUR RATED GYP LID or RATED PLY Q 17 a_ O w SEE DETAILS d w #15880 0 a #15870 cr _ 0 0 o Q -Ift„�_ O J u_ LIVINGROOM TO \ \ o il 3 A2 Al I FLOOR PLAN NORTH 0 \ 2-HR RATED 1, 0 2 SEPARATION SCALE: 1/8"=1'-0" A2 v PATIO Al 1 L