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Plans (29) i t 11150 SW GREENBURG ROAD TIGARD, OREGON DAMAGE &I DESCRIPTION OF WORK: GENERAL NOTES: DRAWINGS: �� � SOLUTIONS R2850 SW CEDAR HILLS BLVD.SUITE 106 MAY 1 2 201EPEAVERTON,OREGON 97005-1354 REPAIR DAMAGED GYP FOR RATED WALLS AND CEILINGS AND - VERIFY ALL DIMENSIONS AND AO - TITLE SHEET CONTACT:CHRISTOPHER NESTLERODE REMOVE AND REPLACE FINISHES AND FIXTURES AS NEEDED CONDITIONS, CONTACT CS - CODE SUMMARY SHEET CITY OF'MARV503-341.6801 EM.CNDESIGNS@COMCAST.NET TO GET TO DAMAGED AREAS. DESIGNER IF THEY VARY FROM Al - FIRST FLOOR PLAN BUILDINGDIvISIo) THESE DRAWINGS. A2 - SECOND FLOOR PLAN RESTORE THE EXISTING STRUCTURE BACK TO ORIGINAL A3 - DETAILS CONDITION PRIOR TO FIRE DAMAGE. ALL RESTORATION SHALL - ALL FRAMING MEMBERS TO BE c48 BE TO LIKE KIND AND QUALITY UNLESS OTHERWISE SPECIFIED. DOUGLAS FIR-LARCH #2 U.N.O. Q o • . a_ ' _ter - FRAMING CONNECTORS SHALL CITY OFTIGARD cK 4,:t° ��.4. -�- HAVE ALL THE NAIL HOLES FOR CO COMPLIANCE Lu FILLED AS SPECIFIED BY THE BUILDING CODES Q 1 110,46 1104'; 11'148 MANUFACTURER, U.N.O. I 1104611'046 110-4 11048 2014 ORSC OTCs t� _GY' 6,.. o 110401.1 f. 411 44 11 46 — Pcrmk _ 1 -,Ii 1 �, ..� - WATERPROOFING AND --� er- 1046 l 108 Address Sd .AJC:' ��� 1104011"°110'4.4"° � �4� ---� FINISHES BY OTHERS. o 11040 ,.,-..,, 1 44 1°1�.4 Suite Z 2`j 141411 11 11040 1104411 4 1104,611043 1104.E 1104 BTSr"!a Data 110.4411104 110441.1044 11 €141 a !`144 - l' 1141 11040 MAP&TAXLOT '" I OFFICE COPY 1S135CA 90151 ZI .Z ¢ PROJECT HAS NO �,`` CONTRACTOR: N z a I .......--- •'''-‹ CHANGE F c9 m 2 a s1 TO FOOTPRINT KENNEDY RESTORATION Q m W :-.1b 1 315 SE 7TH AVE. ENERGY CODE COV PLI AN CE oo°� ', 1130 PORTLAND, OREGON 97214 ;' ''i PHONE 503.572.3063 TABLE N1101.2 EXISTING BUILDING COMPONENT REQUIREMENTS E ' CCB #: 3402 s, .r-y' CONTACT: DORIAN WATTS WALL INSUL R-15 ' ` _ .''" `t `✓ 1 EM: dorianw@kennedyres.corn FLAT CLG INSUL R-49 0 1115. T VAULTED CLG INSUL> 10 IN. NOMINAL RAFTER DEPTH R-25 I— dna 4 T�z 11 : W + � VAULTED CLG INSUL>8 IN. NOMINAL RAFTER DEPTH R-21 � 11111 ' 1 1 k UNDER FLOOR INSUL> 10 IN. NOMINAL JOIST DEPTH R-30) 14. \ Cl) , 1 a. , 4 ,, UNDER FLOOR INSUL>8 IN. NOMINAL JOIST DEPTH R-25 -wJ AREA OF WORK .- �' ' v_.-'' , 1 1 0 � - SLAB EDGE PERIMETER INSUL R-15 14. UNIT#152&#256 r 'vz WINDOW CLASS U=0.35 .4. SKYLIGHT CLASS U=0.60 EXTERIOR DOORS U=0.20 SITE PLAN NORTH EXTERIOR DOORS w!>2.5 SF. GLAZE U=0.40 Q FORCED AIR DUCT INSUL R-8 AO SCALE: N.T.S. AO t 50'-0" t PLAN NOTES: PROPERTY [1 [1 \ N A REMOVE ALL EXISTING INTERIOR FINISHES&FIXTURES, INTERIOR DOORS, DAMAGE O INSULATION,AND TRIM AND REPLACE WITH NEW MATERIALS AS REQ.TO MATCH SOLUTIONS IIEXISTING U.N.O. 2850 SW CEDAR HILLS BLVD.SUITE 106 9 © SEAL EXISTING BUILDING SURFACES EXPOSED TO SMOKE AND NOT IDENTIFIED COA ACT:CH ,OREGON 97005-1354DE N CONTACT:CHRISTOPHER NESTLERODE AS DAMAGED. SEAL PER RESTORATION CONTRACTORS RECOMMENDATIONS OR PHONE:503-341-6801 EM.CNDESIGNS@COMCAST.NET AS REQUIRED BY JURISDICTIONAL RECOMMENDATIONS. II © REPLACE EXISTING EXTERIOR WINDOWS, SLIDING DOOR,AND DOORS. J Z © REPAIR EXISTING SEPARATION WALL WHERE SHEETROCK HAS BEEN REMOVED. Z - REMOVE AND REPLACE TO EXTENT REQUIRED TO MEET GYP LAPPING cC 8 II REQUIREMENTS PER WALL SEPARATION DETAIL. Q o ao o ® REPLACE EXISTING EXTERIOR SOFFIT WITH NEW SOFFIT PER DETAILS. W c NO ALTERATIONSNO ALTERATIONS © REPAIR DRAFTSTOP IN ATTIC SPACE LOCATED AT UNIT SEPARATION. W .1ON THIS SIDE OFI LI ON THIS SIDE OF 2 0 SEPARATION WALL \ / SEPARATION WALL HO PROVIDE FIRE SEPARATION REPAIR BETWEEN FLOORS PER DETAILS. < o - - \ J© PROVIDE FIRE SEPARATION BETWEEN FLOORS AND AT DUCTS AND RECESSED ED W FIXTURES PER DETAIL 1/A5. W CORRIDOR 1-HR 1 o ® REPLACE DAMAGED ROOF SHEATHING BACK TO NEAREST TRUSS. ET 3 F RATED .,.- SEPARATION A3 -% @ PROVIDE NEW EXTERIOR SIDING. SEE PLANS FOR EXTENT OF FRAMING AND o EXTERIOR SHEATHING REPLACEMENT. N m / yJtR . ON REPLACE EXISTING ELECTRICAL SERVICE, WIRING,JUNCTION BOXES, OUTLETS, AND FIXTURES AS REQUIRED. UNIT 150 © PROVIDE NEW FAN UNIT TO MEET CODE VENTILATION RES. SEE DETAILS FORR1-HR ATD � Q9 PENETRATION WRAP OF FIXTURE AND DUCTS.SEPARATION CS ©-H, PROVIDE 110V INTERCONNECTED SMOKE DETECTOR WITH BATTERY BACK-UPw4tW NO ALTERATIONS RA D (REQUIRED FOR ALL SLEEPING SPACES) o 0 0 m ON THIS SIDE OF o¢m w SEPARATION WALL �O 0� 'ILIN: 4 O PROVIDE NEW COMBONATION SMOKE/CARBON MONOXIDE DETECTOR. -, r \ II KITCH BED 1 1 A3 LEGEND u-) - - LOAD Z L BEARINGMI IIM 1-HOUR UNIT SEPARATION WALL: a WALL TYP. a o O - O o /(§) I 9 — � — WM 1 1-HOUR LOAD BEARING WALL: CC o l/ \ N 0 MASTER I EXISTING STUD WALLS @ 16"O.C. e 0 BED LL II © NEW WALLS-DF#2 2x4's @ 16"O.C. J SAO CLST REPAIRED WALL REMOVE AND REPLACE < \ MP / INTERIOR FINISHES& REPLACE DAMAGED IJJ STUDS AS REQUIRED 0 BATH / / 1-HOUR RATED LID FINISH w/RATED GYP or PLY SEE DETAILS. 1ST FLOOR PLAN - UNIT #256 NORTH (\ A1_,,) SCALE: 1/8"=1'-O' Al 50'-0" i PLAN NOTES: Pm. , PROPERTY \ \ A O REMOVE ALL EXISTING INTERIOR FINISHES&FIXTURES, INTERIOR DOORS, DAMAGE INSULATION,AND TRIM AND REPLACE WITH NEW MATERIALS AS REQ.TO MATCH ' ' SOLUTIONS II EXISTING U.N.O. 2850 SW CEDAR HILLS BLVD.SUITE 106 © SEAL EXISTING BUILDING SURFACES EXPOSED TO SMOKE AND NOT IDENTIFIED BEA ,OREGON 97005-1354 CONTACT:ACT:CH CHRISTOPHER NESTLERODE EN r AS DAMAGED. SEAL PER RESTORATION CONTRACTORS RECOMMENDATIONS OR PHONE:503341.6801EM.CNDESIGNS@COMCAST.NET AS REQUIRED JURISDICTIONAL RECOMMENDATIONS. II © REPLACE EXISTINGBY EXTERIOR WINDOWS, SLIDING DOOR,AND DOORS. i rill \ ® REPAIR EXISTING SEPARATION WALL WHERE SHEETROCK HAS BEEN REMOVED. Z REMOVE AND REPLACE TO EXTENT REQUIRED TO MEET GYP LAPPING w 8 II -0 REQUIREMENTS PER WALL SEPARATION DETAIL. — o a ® REPLACE EXISTING EXTERIOR SOFFIT WITH NEW SOFFIT PER DETAILS. W a CC F NO ALTERATIONSNO ALTERATIONS © REPAIR DRAFTSTOP IN ATTIC SPACE LOCATED AT UNIT SEPARATION. W a ON THIS SIDE OF 71r1 ON THIS SIDE OF '� \ d 8OH PROVIDE FIRE SEPARATION REPAIR BETWEEN FLOORS PER DETAILS.SEPARATION WALL SEPARATION WALL m v . . .. I \ JO PROVIDE FIRE SEPARATION BETWEEN FLOORS AND AT DUCTS AND RECESSED 0 w FIXTURES PER DETAIL 1/A5. W cc 4 z D REPLACE DAMAGED ROOF SHEATHING BACK TO NEAREST TRUSS. CC r ",, CORRIDOR 1-HR 1 K- Eo � I,i RATED SEPARATION A3 '.111 © o © PROVIDE NEW EXTERIOR SIDING. SEE PLANS FOR EXTENT OF FRAMING AND EXTERIOR SHEATHING REPLACEMENT. - ^ \ Co / ' Or '•Q 20 ED L N v ON REPLACE EXISTING ELECTRICAL SERVICE,WIRING, JUNCTION BOXES, OUTLETS, UNIT 254 / \ X68 'O� \ AND FIXTURES AS REQUIRED. —� IIJ.IN 'iG • OF © PROVIDE NEW FAN UNIT TO MEET CODE VENTILATION REQ'S. SEE DETAILS FOR .Z ,c, RATED 1-HR a 5 PENETRATION WRAP OF FIXTURE AND DUCTS. N z O ' ©i DECK o „r„ SEPARATIONOVA m,0 a�� o PROVIDE 110V INTERCONNECTED SMOKE DETECTOR WITH BATTERY BACK-UP w ii wt-amw �© 1-H' (REQUIRED FOR ALL SLEEPING SPACES) o 0 0 mIIro o " ED fia F ' C Gbo/ \ O PROVIDE NEW COMBONATION SMOKE/CARBON MONOXIDE DETECTOR. II KITCH BED 1 2 LEGEND A3 - LOAD C MASTER BEARING iMM 1-HOUR UNIT SEPARATION WALL: Oos(; WALL TYP. Z o O I O o o 1-HOUR LOAD BEARING WALL: Q ) J \ N a EXISTING STUD WALLS @ 16"O.C. CC -----77 0 0 BED 0 NEW WALLS-DF#2 2x4's @ 16"O.C. 0 •)�II —J �[• CLST i REPAIRED WALL-REMOVE AND REPLACE \ illo E INTERIOR FINISHES& REPLACE DAMAGED BATH \ \ STUDS AS REQUIRED Z 1-HOUR RATED LID FINISH w/RATED GYP or PLY SEE DETAILS. 1ST FLOOR PLAN - UNIT #256 NORTH Al / SCALE: 1/8"=1'-0" / A2 PROPERTY os ACOUSTICAL INSULATION BATT OCCUPANCY SEPERATION WALLS SODAMAGEi,UT1IDN5 041 1/2"RESILIENT CHANNELS ' .1 : 2850 SW CEDAR HILLS BLVD.SUITE 106 5/8"TYPE"X"GYP.BD. BEAVERTON,OREGON 97005-1354 CONTACT:CHRISTOPHER NESTLERODE 2x4 STUDS @ 16"O.C. PHONE:503-341.6801 EM.CNDESIGNS@COMCAST.NET 11111 5/8"TYPE"X"GYP.BD.APPLIED PARALLEL TO CHANNELS RESILIENT CHANNELS @ 16"O.C.ATTACHED AT RIGHT ANGLES TO ONE SIDE OF 2x4 WOOD STUDS @ 24" W/1 1/4"TYPE S DRYWALL SCREWS.ONE LAYER 5/8"TYPE"X"GYPSUM WALLBOARD OR GYPSUM z VENEER BASE APPLIED AT RIGHT ANGLES TO CHANNELS WITH 1"TYPE"S"DRYWALL SCREWS @ 8"O.C. WI VERTICAL JOINTS LOCATED MIDWAY BETWEEN STUDS.3"MINERAL or GLASS FIBER INSULATION IN I: w STUD SPACE. Q cci CL o OPPOSITE SIDE:ONE LAYER 5/8"TYPE"X"GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED W a PARALLEL OR AT RIGHT ANGLES TO STUDS W/6d CEMENT COATED NAILS, 1 e"LONG,0.0915"SHANK,14" HEADS,7"O.C. W W o o VERTICAL JOINTS STAGGERED 24"ON OPPOSITE SIDES. < o T NOTE:AT EXTERIOR WALL LOCATIONS,LOCATE CHANNELS ON THE INTERIOR SIDE AND PROVIDE SIDING < w TO MATCH EXISTING ON THE EXTERIOR SIDE. L O11 HR. INT. WOOD W/ CHANNEL �- A3 SCALE: 1,.. 1'-0" GA FILE No.:WP 3242 v r /- _ I P � O .Z INTERIOR LOAD BEARING WALLS SECTION VEW•IR o U 0 FLOOR CELNO CAmcpa o z _I ACOUSTICAL INSUL.3 1/2"BATT ENCLOSED VENT ¢X mo 1 oo-10) PROVIDE ADDITIONAL GYP.AS REQUIRED '� PER FLOOR/CEILING TYPE. SOFFIT•1FR :111 5/8"TYPE"X"GYP.BD. " FLOOR/CSO I 2x4 STUDS @ 16"O.C. , RECESSED FIXTURE Z 5/8"TYPE"X"GYP.BD.APPLIED PARALLEL TO BY MANUFACTURER. Q I-'e------STUDS C PROVIDE ADDITIONAL GYP.AS REQUIRED J 0- PER WALL TYPES AND FLOOR/CEILING TYPES. z ONE LAYER 5/8"TYPE"X"GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED PARALLEL OT AT WRAP INTERIOR FOR MINIMUM OF RIGHT ANGLES TO EACH SIDE OF 2x4 STUDS 16"O.C. WITH 1"TYPE"S"DRYWALL SCREWS @ 8"O.C. r ' (1)LAYER TYPE"X"GYP. „, AT VERTICAL JOINTS AND 12”O.C.AT WALL PERIMETER AND INTERMEDIATE STUDS. END JOINTS STAGGERED 24"EACH LAYER AND SIDE. Mill11110"--- 111 a 2x BLOCKING Z Q NOTE:SEE STRUCTURAL SHEAR WALL PLANS FOR ADDED SHEAR WALL SHEATHING LL REQUIRED. PLAN VEW•1-R WALL o 0 1 Ids 2 1 HR. INT. 31/2' WOOD 03\ TYPICAL RECESSED FIXTURES A3 SCALE: 1"= 1'-0" GA FILE NO. WP 3514 �A3� SCALE: 1"= 1'-0" A3 c 4 BUILDING CODE INFORMATION ii`-' i I" II—RATED GYP OVER FRAMING. "' i^ PROPERTY FIRE BLOCK @ EA. 9 _ DAMAGE BUILDING CODES: 2014 OREGON STRUCTURAL SPECIALTY CODE FLOOR& 10'-0"O.C. HORZ. -. �J 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE AND VERT. 1(E) FLOOR ASSEMBLY. 1 SOLUTIONS 2850 SW CEDAR HILLS BLVD.SUITE 106 CHAPTER 3:OCCUPANCY IS R-2 X A , S BEAVERTON,OREGON 97005-1354 NOTE: FIRESTOPPING REQUIRED AT CHAPTER 4: O PING Q CONTACT:CHRISTOPHER NESTLERODE EACH FLOOR LEVEL(TYP) x i I N ` N PHONE:503-341-6801 EM.CNDESIGNS@COMCAST.NET 420.2 DWELLING UNIT SEPARATION WALLS SHALL BE FIRE PARTITIONS. X A,- I r k<1 CHAPTER 5: HEIGHTS AND AREAS ARE EXISTING. NO CHANGE. .00.. CHAPTER 6: CONSTRUCTION TYPE VB. WHERE FLOOR FRAMING IS c\_ 7: CORRIDOR WALLS &UNIT SEPARATION WALL SHALL BE 1 HR PER PERP. PROVIDE CONT.RIM W/ WHERE FLOOR FRAMING IS PARALLEL TO Z CHAPTERS RAI 708.3 CONTINUE TO UNDERSIDE OF RATED ASSEMBLY OR TO ROOF SHEATHING ABOVE DBL 2x AND WEB BLOCKING AT CENTERLINE PROVIDE CONT. DBL RIM JOIST 3 NON-RATED CEILING PER 708.4. EACH BAY • o ENTRY DOORS 20 MIN.SELF CLOSING PER TABLE 716.5. Cl.. Q CtF CHAPTER 8: INTERIOR FINISHES TO BE CLASS C. -2 WALL SECTION w• o CHAPTER 9: SPRINKLERS REQUIRED IN AFFECTED UNITS ONLY. Q SCALE: 1/8"=1'-0" (SUBSTANTIAL DAMAGE) \ 0 • T I' a MARKET VALUE OF THE DAMAGED STRUCTURE IS$991,910.00 TYPICAL FLOOR ASSEMBLY cc VALUATION OF THE REPAIRS IS$15,000.00. CONTENTIOUS UNDERLAYMENT W A OVER VAPOR RETARDER. $15,000.00/$991,910.00= .015 or 1.5%<25% LL F SUB-FLOORING THE DAMAGE TO THE STRUCTURE IS LESS THAN 25%OF THE VALUE OF THE STRUCTURE. SPRINKLERS ARE NOT REQUIRED. 1, ' \' ' •-• .,4 CHAPTER 10: NO CHANGE TO EXISTING. r CHAPTER 11: NO CHANGE TO EXISTING. CHAPTER 12: SEPARATION WALLS AND FLOORS SHALL MEET STC 50 MIN. Z `°z CHAPTER 13: 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE CHAPTER 5. Z N"a N}O v) CHAPTER 34: ONLY DAMAGED SYSTEMS ARE TO BE UPGRADED IN ACCORDANCE WITH ` "m`°" DZ.- .. ui<itw SECTIONS 3401 AND 3405.ALL OTHER COMPONENTS SHALL REMAIN PER 3401.4.1 t-a m w ACOUSTICAL INSUL.3 1/2"BATT INTERIOR UNIT SEPARATION WALL RESILIENT FURRING CHANNEL CONSTRUCTED AS FIRE PARTITION FRAMING PER PLAN .....„0)w------- ft PER SECTION 708.1 (1)LAYER 1/2"GYPSUM WALL BOARD _ '- (E)2x4 STUDS @ 16"O.C. BASE:(1)LAYER OF 1/2"PROPRIETARY GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO (1)LAYER 5/8"TYPE"X"GYP.BD. RESILIENT FURRING CHANNELS 24"O.C.WITH 1"TYPE"S"DRYWALL SCREWS @ 12"O.C.GYPSUM BOARD END JOINTS LOCATED MIDWAY BETWEEN CONTINUOUS CHANNELS ANS ATTACHED TO ADDITIONAL PIECES OF CHANNEL 54"LONG Q --"A WITH SCREWS AT 12"O.C. RESILIENT FURRING CHANNELS APPLIED AT RIGHT ANGLES TO 2X10 WOOD JOISTS 16"O.C. 2 WITH 11/4"TYPE W SCREWS.WOOD JOISTS SUPPORTING 19/ 'PLYWOOD SUBFLOOR AND 3/4" 1000 PSI SANDED GYPSUM 2 FLOOR UNDERLAYMENT. 0 ONE LAYER 5/8"TYPE"X"GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES (/) TO EACH SIDE OF DOUBLE ROW OF 2X4 WOOD STUDS 16"O.C.ON SEPARATE PLATES 1"APART WITH 6d APPLICABLE GYPSUM BOARD: W COATED NAILS, 17/8"LONG,0.0915"SHANK,Y4"HEADS,7"O.C. AMERICAN GYPSUM COMPANY LLC 1/2"FIREBLOC TYPE C CERTIANTEED GYPSUM INC. 1/2"PROROC TYPE C GYPSUM PANELS 0 JOINTS STAGGERED 16"ON OPPOSITE SIDES SIDE.HORIZONTAL BRACING REQUIRED AT MID HEIGHT. GEORGIA PACIFIC GYPSUM LLC 1/2"TOUGHROCK FIREGUARD C 0 LAFARGE NORTH AMERICA INC. 1/2"FIRECHECK TYPE C STC 56(OCF 448)SOUND TESTED WITH 3Y2 "OWNES CORNING"FIBERGLASS PINK INSULATION STAPLED NATIONAL GYPSUM COMPANY 1/2"GOLD BOND BRAND FIRE-SHEILD C GYPSUM BOARD TO STUDS IN STUD SPACES ON ONE SIDE AND WITH NAILS FOR BASE LAYER SPACED 6"O.C. UNITED STATES GYPSUM 1/2"SHEETROCK BRAND,FIRECODE C CORE GYPSUM PANELS HORIZONTAL BRACING REQUIRED AT MID-HEIGHT.(LOAD BEARING) 1 HR. INT. DBL. STUD WALL 3 1 HR. FLOOR / CEILING ASSEMBLY ECS) SCALE: 1"= 1'-0" GA FILE No.:WP 3370 CS SCALE: 1"= 1'-0" GA FILE NO.FC 5107 56 STC PER OCF 448 55 TO 59 STC CS