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Plans (203) PROPERTY ---_ , PLAN NOTES: SO DAMAGEREMOVE ALL EXISTING INTERIOR FINISHES&FIXTURES, INTERIOR DOORS, INSULATION, LUTIONS AND TRIM AND REPLACE WITH NEW MATERIALS TO MATCH EXISTING U.N.O. 2850 SW CEDAR HILLS BLVD.SUITE 106 P, BEAVERTON,OREGON 97005-1354 OB SEAL EXISTING BUILDING SURFACES EXPOSED TO SMOKE AND NOT IDENTIFIED AS DAMAGED. CONTACT:CHRISTOPHER NESTLERODE SEAL PER RESTORATION CONTRACTORS RECOMMENDATIONS OR AS REQUIRED BY PHONE:503-341-6801 EM.CNDESIGNS@COMCAST.NET JURISDICTIONAL RECOMMENDATIONS. j� (CJ REPAIR EXISTING SEPARATION WALL WHERE SHEETROCK HAS BEEN REMOVED. REMOVE AND REPLACE TO EXTENT REQUIRED TO MEET GYP LAPPING REQUIREMENTS PER WALL SEPARATION DETAIL. PROVIDE DRAFTSTOP IN ATTIC SPACE LOCATED AT UNIT SEPARATION. o (E1 PROVIDE FIRE SEPARATION BETWEEN FLOORS AND AT DUCTS AND RECESSED FIXTURES PER DETAIL 1/A5. W o F__ I (F> REPLACE EXISTING ELECTRICAL SEACE, WIRING, JUNCTION BOXES, OUTLETS,AND FIXTURES AS REQUIRED. es_-.___-_-- I `J L� '1 wD } LI , �jPROVIDE NEW FAN UNIT TO MEET CODE VENTILATION REQS. Q z PROVIDE 11 OV INTERCONNECTED SMOKE DETECTOR WITH BATTERY BACK-UP RECEIVE11 Q w BED 1 —�� (REQUIRED FOR ALL SLEEPING SPACES) Q � JAS! 2 5 2016 _ al PROVIDE NEW COMBINATION SMOKE J CARBON MONOXIDE DETECTOR. al BUILDING DIVIS-ION �_ F=U w044 Of fl GARD % i REVISION jl I T_ Zai Z 0 w LEGEND 1 �-- - o a a ---- Z BED 2 CLST c d �T CT /� _ CL CL 2-HOUR UNIT SEPARATION WALL: NOI>, I SRN o z a L w w r �� 1-HOUR RATED SEPARATION WALL: o a m F_ a US 0 i, L T1 111 �i — EXISTING 2x4 WALLS @ 16"O.C. BATH NEW WALLS-DF#2 2x4's @ 16"O.C. REPAIRED WALL- REMOVE AND REPLACE z — ��C E— �'� i INTERIOR FINISHES& REPLACE DAMAGED O jF KITCH I M STUDS AS REQUIRED / --�, `_�� j 1-HOUR RATED GYP LID or RATED PLY O B r o I �� / _ ;/� SEE DETAILS a ¢ w w W w #15880 a #15870 a { + J = f—� 4x12 HEADER i �— �It� 7 �I�ar� 0 J _ t_� O zo < -- �� Appro -d Plan By A2 LIVINGGRROOM _ 3 u NORTH R� � 2-HR RATED FLOOR PLAN v \ 2 . SEPARATION q� SCALE: 1/8"=1'-0" I A2 PATIO Al I � - l PROPERTY ' DAMACE _ -- A4 = ROOF AREA CALCULATIONS: SOLUTIONS 2850 SW CEDAR HILLS BLVD.SUITE 106 BEAV RTON OREGON 97005-1354 if i --- AREA 1 =1200 SQ FT PHONE:A 3 34la0 CHRISTOPHER CCN ESIG ODE S@CONICAS 1200 SQ FT/300 SQ FT PER SQ FT OF VENT AREA=4.0 - 4.0/2= 2.0 SQ FT OF EAVE VENTS. 2.0 SQ. FT. OF ROOF JACKS. 2.0/0.667 SQ. FT. AREA PER JACK=2.99 OR 3 JACKS. Lu a = ROOF VENT w/0.667 SQ. FT. FREE AREA lJ..l o FREE AREA OF EAVE BLOCK VENT: W THE FOLLOWING ARE VENT OPTIONS: � z } (180) 1" HOLES= 1 SQ. FT. d W (80)2" HOLES= 1 SQ. FT. (1)SCREENED BLOCK = .34 SQ. FT. Ld U) - - if I0 0 , F - - I I� i - _ 10d @ 6"O.C. �— — - - 0 0 NEW 5HTNG. � --(—) HTNGp ,©3 ! - 6R ------ (N)2w oo Zm (E)TRUSS ui aw Co LU _ 10d@6"O.C. CONN. DETAt-t t4l --fl, IL 3 (N)r2" CDX PLYWOOD APA RATED 24/0- 1 ROOF SHEATHING. NAIL wf 8d @ 6"O.C. '-00� 4'_0" HA IN. F THE — A3 SCALE: 1 1/2"= l'-0" J ON SUPPORTED EDGES AND 12"O.C. TCH INDICATES THEM EX TENT O ! NEW ROOF. SEE PLANS FOR EXTENT OF , Q (MAX) IN THE FIELD ON ROOF RAFTERS FRAMING REPAIR. REPLACE ALL VENT STACKS AT 24" O.C.w/TIES AT EACH END. HATCH W INDIDCATES EXTENT OF(N}PLYWOOD AND ROOF VENTS WITH NEW INCLUDING NEW 0 BOOT FLASHING ON VENT STACKS (E)2x4 TRUSS FRAMING 06 or(N)2x4 FILLER. SPAN TABLE: R802.5.1(2)FOR 2x6#2 DF 24"O.C. 8d @ 6"O.C. EA. SIDE < SPAN RAFTER SIZE RAFTER - REVISION ' ' � LL — SPACING STAGGERED. LL 7'-11"- 11'-9" #2 DF 2x6's @ 24"O.C. (N)2x4 EA. SIDE OF 0 i DAMAGED MEMBER. ROOF FRAMING NORTH 152 ROOF PLAN NORTH (-4 FRMNG. REPAIR DETAIL A3 SCALE: 1l8"=1'-0" A3 SCALE: 1/8"=1'-0" A3 SCALE: 1 112"= 1'-0" A3 i p0s, PROPERTY DAMAGE - - -_ GLR. SPAN FOR LOADING SOLUTIONS � 1 3- 0" \ CUT IN (E) FRAMING z' 2850 SW CEDAR HILLS BLVD.SUITE 106f INTO FRAMING. BEAVERTON,OREGON 97005-1354 CONTACT:CHRISTOPHER NESTLERODE V" - (N)2x4#2 DF FRAMING EA PHONE:503-341-6801 EM.CNOESIGNSCdCOMCAST.NET '4� (�� :I % A SIDE OF CUT FRAMING. (N)2x4 SUPPORT UNDER `NF`W FRAMING I (N)2x4 SUPPORT UNDER o NEW FRAMING w o \� 4 � Q w ---- — -=---- — to A4 E LOAD BEARI WALL E 2x4 STUDS (N)TRUSS SUPPORTS Q I 2x4 STUDS @ 16" C. @ 16"O.C. w o FL PX71SION (P ( � (P (P q'�. (N)SUPPORT BELOW � HEADER SUPPORTS ALIGN OE AIL OSf T� DECKING FOR WITH ABOVE. � POSITIVE CONN; EA. END -- - -� � --�18"x18 x 12"FTG.w/ I:I - i - 4x4 P.T. POST N o oI - ` - - BENEATH POINT - - - (E)TRUSSES OVERSPAN m�_a LOAD above I� �1 I I) �I� THE(E)WALL AND z w�i ' w ( 1 ( 1 '� � � � (�� (�� (�1 �� ) �� ( HEADER_ aaos a � � —�" BUILD SECT N v BIONA4 SCALE: 1/4"=1'-0' -- (N)HEADER PER PLAN J -- (N)(1)KING AND 1 � (2)CRIPPLE STUDS r - VER AP �i TOENAILED TO(E)SILL. J EILING FRAMING 1 Q 16d NAILS w NORTH 1 —�— CEILING FRAMING I it i 4 FOUNDATION PLAN ! X 06 TOENAIL TO(N)POST INTO z SCALE: 1/8"=1`-0" 1 (E)SUBFLOOR wl(2) 16d (2) LD A4 _ , �I i — OPPOSITE SIDES OF POST U FOR POSITIVE CONNECTION. ° — w „� . 3 OVERLAP TAIL z BUILDING SECTION A4 SCALE: 1 1/2"= l'-0" A4 SCALE: 1/4"=1'-0" A4.