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Plans (80) i RECEIVED CHAU RESIDENTIAL REPAIROFFICECOPY SEP14 2017_ � AUGUST 29, 2017 CASE PROJECT NO: 201607Mill( 3 s JDIVCSE OWNER: LEN CHAU BUILDING DESCRIPTION: THE HOUSE IS APPROXIMATELY 3693 SQUARE FEET, AND IS A WOOD FORENSICS ADDRESS: 13663 SW BENCHVIEW TERRACE AJENSEN HUGHES COMPANY TIGARD, OR. 97223 FRAMED RESIDENCE BUILT IN 1996, CONSISTING OF TWO STORIES PARCEL NO.: R2036606 PLUS A BASEMENT LEVEL. THE ENCLOSED BUILDING FOOTPRINT IS 70 TAX LOT ID: 820366 D03800 FEET LONG ALONG THE PLAN EAST WEST DIRECTION, AND 50 FEET OCCUPANCY TYPE: RESIDENTIAL LONG ALONG THE PLAN NORTH-SOUTH DIRECTION. THE WALLS 4636 N.WILLIAMS AVE ZONING: R7 CONSIST OF 2X6 STUDS @ 16"O.C. WITH PLYWOOD SHEATHING ON PORTLAND,OR 97217 CONSTRUCTION TYPE: V-B THE EXTERIOR. THE ROOF CONSISTS OF SEVERAL INTERSECTING HIP WWW.CASE4N6.COM AND GABLE ROOFS ORIENTED IN THE PLAN NORTH-SOUTH AND PHONE: (503)736-1106 EAST-WEST DIRECTIONS. THE ROOFS ARE FRAMED WITH 2X10 AND FAX: (503)736-1051 SITE BOUNDARY MEASUREMENTS WERE 2X12 RAFTERS AND SHEATHED WITH PLYWOOD. PREPARED BY WASHINGTON COUNTY 'Ib 3'Ci \ BUILDING FOOTPRINT AND SET BACKS DAMAGE DESCRIPTION: THE SOUTHWEST CORNER OF THE GARAGE WAS IMPACTED BY A \ WILL NOT BE ALTERED FOR THIS REPAIR VEHICLE THAT DAMAGED THE WOOD STUD WALL,AND PARTIALLY DISPLACED THE WOOD STUD WALL, CEILING BEAM,AND COLUMNS AT THE FIRST LEVEL.ADDITIONALLY, THE IMPACT DAMAGED WOOD PROPERTY LINE, TYP. RAFTERS AND DISPLACED ROOF FRAMING IN THE ATTIC SPACE. RUE \ 0-,%-o- ,0‘11 PROJECT SCOPE: REMOVE AND REPLACE APPROXIMATELY 23 FEET OF STRUCTURALLY \ \ DAMAGED WOOD STUD WALL AT THE MAIN LEVEL AT THE SOUTHWEST LL \ \CP `JCORNER OF THE GARAGE. REPAIR 2 FRACTURED RAFTERS IN THE o ATTIC SPACE ABOVE THE SOUTHEAST CORNER OF THE GARAGE. Z Q RESET DISPLACED COLUMNS, BEAMS,AND ROOF FRAMING AT THE I I I = r� \ MAIN LEVEL GARGAE AND ATTIC SPACE ABOVE THE GARAGE. I t,21\ a > j M 01 :- RESIDENCE z a �I W Q m DC cp OFFICE COPY • v v � _ C'h F- CITY OP TIGARD "c� - V _ ,` :- REVIEWED FOR CODE COMPLIANCE �60o GN�\� Approved: 1 ��N OTC: I I s.o,C 41 Permit #: ��,sv- N� s,s, 1-,rz�l- , � , -.� o 3 4� 7 �� fi Address: 84174PE Jy�� G.Z S�./ a GY1 G�'1 V CV c.f.' It Suite #: SITE PLAN sOREGOoo By: Date: q _ i 4 - )70 ��� 1 �� SCALE: N.T.S. '�oR;w�� EXPIRES:0,..I 417 SHEET INDEX CASE No: 201607 SiMKA PROJECT INFORMATION,SITE PLAN, NOTES C� ogle Earth I PREPARED BY: RDC S2 NOTES DRAWN BY: RDC S3 LEVEL 1 PLAN I I REVIEWED BY: MAR S4 ROOF PLAN VICINITY MAP DATE: 9/12/2017 S5 GARAGE ELEVATIONS S6 DETAILS SCALE: N.T.S. DRAWING No: S 1 l PROJECT NOTES: FRAMING LUMBER 0 GENERAL 1. FRAMING LUMBER GRADES:WWPA GRADING RULES-05. STRESS 1. THESE GENERAL NOTES APPLY, UNLESS SPECIFICALLY NOTED VALUES SHOWN ARE BASE MEMBER VALUES: CREE OTHERWISE. A. ALL FRAMING MEMBERS TO MATCH EXIST BUT MINIMUM DOUGLAS 2. ALL CONSTRUCTION, TESTING AND INSPECTING SHALL CONFORM TO FIR LARCH No. 2, S.DRY, Fb=900. FORENSICS THE BUILDING CODE REFERENCED BELOW. B.ALL FASTENERS AT PRESSURE TREATED LUMBER SHALL BE AJENSEN HUGHES COMPANY 3. STANDARDS REFERENCED IN THESE NOTES SHALL BE THE LATEST HOT-DIPPED GALVANIZED. EDITION, UNLESS OTHERWISE NOTED. 2. STRUCTURAL SHEATHING: 4. THE NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE A. ALL PANELS TO BE PLYWOOD TO MATCH EXISTING BUT MINIMUM 5 4636 N.WILLIAMS AVE PRECEDENCE OVER THE GENERAL NOTES AND TYPICAL DETAILS. PLY CONSTRUCTION. EACH PANEL SHALL BEAR THE QUALITY 5. DETAILS SHALL BE APPLIED TO EVERY LIKE CONDITION WHETHER OR TRADEMARK STAMP OF THE"APA-THE ENGINEERED WOOD PORTLAND,OR 97217 NOT THEY ARE REFERENCED IN EVERY INSTANCE. FOR CONDITIONS ASSOCIATION". NE. (50 )736- 106 NOT SPECIFICALLY SHOWN, PROVIDE ENGINEER WITH WRITTEN B.THICKNESS TO MATCH EXISTING. 15/32 MINIMUM AT ROOF, 19/32 PHONE: (503)736 1106 REQUEST FOR CLARIFICATION (RFI). MINIMUM AT FLOOR, 15/32 MINIMUM AT WALLS. FAX: (503)736-1051 6. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING FEATURES C. NAIL SIZES AND SPACING TO MATCH EXISTING. USE 8d COMMON AND CONDITIONS(DIMENSIONS, ELEVATIONS, ETC.) UPON WHICH GUN NAIL (0.131" DIAMETER x 2.5") @ 6"OC. @ PANEL EDGES AND @ THESE DRAWINGS RELY. 12"OC. @ INTERIOR BEARINGS ASA MINIMUM. 7. OMISSIONS OR DISCREPANCIES BETWEEN THE VARIOUS ELEMENTS OF D. PLYWOOD USED FOR EXTERIOR DECK CONDITIONS SHALL BE THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION SUITABLE FOR EXTERIOR USE. OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK. 3. CONSTRUCTION ADHESIVE: 8. DO NOT SCALE DRAWINGS. 9. DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL BE A. USE LIQUID NAILS LN-903 CONSTRUCTION ADHESIVE OR APPROVED RESPONSIBLE FOR THE SAFETY OF PERSONNEL AND PROPERTY ON EQUAL. AND AROUND THE JOBSITE. THE CONTRACTOR SHALL PROVIDE B. APPLY TO INTERFACE BETWEEN TRUSS MEMBERS AND PLYWOOD ADEQUATE SHORING, BRACING, GUYS, ETC. IN ACCORDANCE WITH GUSSETS AND BETWEEN TRUSS MEMBERS AND 2X4 SISTERS. V J ALL NATIONAL, STATE, AND LOCAL SAFETY ORDINANCES. FOLLOW MANUFACTURER'S RECOMMENDATIONS. 3. HARDWARE: `J 10. THE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THE v METHODS, PROCEDURES, AND SEQUENCE OF CONSTRUCTION ARE A. DIAMETER AS NOTED IN DETAILS. Z Q THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL B. INSTALLATION SHALL BE IN ACCORDANCE WITH PRODUCT ICC REPORT LI.J I TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE D INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. �C ! I 11. MAINTAIN CLEANLINESS DURING THE COURSE OF CONSTRUCTION IN V ) M ". W s r ALL PARTS OF THE PREMISES. c 12. THESE CONSTRUCTION DOCUMENTS ARE LIMITED TO THE AREAS OF _ _z o. WORK SHOWN. STRUCTURAL CHECKS FOR GRAVITY AND LATERAL a = m o LOADING HAVE NOT BEEN PERFORMED ON OTHER AREAS OF THE p_- STRUCTURE. o Q m 13. CASE FORENSICS SCOPE OF SERVICES ARE LIMITED TO THE = Q LelMcm STRUCTURAL ASPECTS OF THE WORK SHOWN. MECHANICAL, `J ELECTRICAL, ETC. DETAILS ARE NOT INCLUDED IN THESE DOCUMENTS. STRUCTURAL DESIGN CRITERIA 1. BUILDING CODE: 2014 OREGON RESIDENTIAL SPECIALTY CODE (2015 IBC) iO��o PROS AND ASCE 7-10 2. DEAD LOADS: SELF WEIGHT OF STRUCTURE �c,�5��4174PE 3. LIVE LOADS: 30 PSF ATTICS AND ROOFS 84174PE 25 PSF SNOW oREcoN v 4. WIND DESIGN DATA: o RISK CATEGORY: II �--Q,,N 11,2 �� D EXPOSURE CATEGORY: B `DREW BASIC WIND SPEED:V= 110 MPH, 3 SECOND GUST ExPiRES:i2/3+f r7 5. SEISMIC DESIGN DATA: SOIL CLASS= D CASE No: 201607 SDS = 0.713G, SD1 = 0.444G PREPARED BY: MKA DRAWN BY: RDC REVIEWED BY: MAB DATE: 9/12/2017 DRAWING No: S 2 t 0 GREE NOTES: FORENSICS A JENSEN HUGHES COMPANY DIMENSIONS AND ROOF LINES BASED OFF OF 1. DIMENSIONS AND WALL LINES ARE DATA PREPARED BY GREAT WESTERN APPROXIMATE, CONTRACTOR TO FIELD VERIFY 2. CONTRACTOR TO IMMEDIATELY NOTIFY 4636 N.WILLIAMS AVE ENGINEER OF ANY DAMAGE TO PORTLAND,OR 97217 CONCRETE CURB, WOOD COLUMNS, WWW.CASE4N6.COM WOOD BEAMS, OR WOOD CEILING PHONE: (503)736-1106 JOISTS REVEALED IN THE GARAGE FAX: (503)736-1051 DURING FINISH AND DEBRIS REMOVAL 1 6'-0" +/- 1 T l \ W V W + Z a o W ce 1 Q1 0_,_... . J( J( — Qv ' M a W = � W V 1.....Z Q. 1 1- 11 J W © - _ GARAGE 2 6 +/ RESET COLUMN AS z cct o ® 1 NECESSARY Q ci m _ .o _63 a a N = C7 V RESET CEILING BEAM • Z o AS NECESSARY 5�eucr`ff Rip PROFF' I N a 84174PE ��` EXISTING STUD WALLS -�. 43. J( 11/ 'Z'' OREGON _, h S 41'11' 11,2 32'-0" +/- =oo \NORI=w�` . EXPIRES:12/3+//7 Alth ® ! X CASE No: 201607 iv PREPARED BY: MKA DRAWN BY: RDC REVIEWED BY: MAB �J DATE: 9/12/2017 0 LEVEL 1 PLAN DRAWING No: S 3 SCALE: 1/8" = 1'-0" 0 GREE DIMENSIONS AND ROOF LINES BASED OFF FORENSICS OF DATA PREPARED BY GREAT WESTERN A JENSEN HUGHES COMPANY NOTE: DIMENSIONS AND ROOF LINES ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY 4636 N.WILLIAMS AVE PORTLAND,OR 97217 WWW.CASE4N6.COM PHONE: (503)736-1106 FAX: (503)736-1051 7 I _ I I Z a W rY EXISTING RAFTERS �_ ~ @ 2'-0"OC, TYP I I cc v' M 1.1.1 = �.j ‘.--j= GV tY 0. Z O� .J W EXISTING ATTIC I a m o z Q KNEE WALL I I I o c+, GARAGE STUD WALLS v� Z - cm REPLACE RAFTER T BELOW, TYP • V `�' IN LIKE KIND I —I I I RESET DISPLACED ROOF FRAMING AND CEILING FRAMING AS NECESSARY, s�rUCTUr I _ _ _ _ J EXISTING DOUBLE REPLACE FRACTURED �s,o PROpz.. RAFTER, TYP ROOF RAFTERS AS �,ti���,�1NFF,`"'� \ SHOWN. REPLACE ROOF 84174PE EXISTING RAFTERS @ EXISTING ATTIC SHEATHING AND FRAMING �' ' '� 2'-0"OC, TYP 70' +1- KNEE WALL BLOCKING IN LIKE KIND. . OREGON11 O ., o ig • REPLACE RAFTER IN \N�REw�c� LIKE KIND O EXPIRES:itt3 g f r7 REPLACE RAFTER IN CASE No: 201607 LIKE KIND , R I PREPARED BY: MKA DRAWN BY: RDC ROOF PLAN REVIEWED BY: MAB (1) J DATE: 9/12/2017 SCALE: 1/8" = 1'-0" 4t- A. DRAWING No: S4 REPLACE GARAGE DOOR HEADER � 0/ V REPLACE GARAGE 77CREE DOOR JAMB, . FORENSICS TRIMMER STUDS, A JENSEN HUGHES COMPANY AND KING STUDS , Of / 41 4636 N.WILLIAMS AVE I PORTLAND,OR 97217 REPLACE WOOD WWW.CASE4N6.COM WALL FRAMING, I PHONE: (503)736-1106 WOOD SHEATHING, FAX: (503)736-1051 AND HOLD DOWN CLIPS IN LIKE KIND I 13'-0" REPLACE GARAGE DOOR JAMB, TRIMMER STUDS, AND KING STUDS NOTE: CONTRACTOR TO VERIFY CONDITION OF ANCHOR BOLTS,AND W REUSE ANCHOR BOLTS IF UNDAMAGED Z Ei) SOUTHGARAGEELEVATION _ SCALE: 1/4" = 1'-0" W Q cc /1 j M / \V_ a W = N 7 CC _ \ . v N Z o% J W Z m pC REPLACE DOOR HEADER Q ��. `O cm L.J ^ I= REPLACE WOOD WALL S6 FRAMING, WOOD SHEATHING, A --AND HOLD DOWN CLIPS IN LIKE KIND S.�FUCTU j ��R D PRO,t• REPLACE GARAGE DOOR JAMB, 84174PE TRIMMER STUDS, AND KING STUDS �' ft. OREGON n AY 11 20104'x4 �`INbREW EXPIRES:It/3 4/7 • /i NOTE: CONTRACTOR TO VERIFY Jr CASE No: 201607 CONDITION OF ANCHOR BOLTS, AND PREPARED BY: MKA REUSE ANCHOR BOLTS IF UNDAMAGED DRAWN BY: RDC REVIEWED BY: MAB 0 WEST GARAGE ELEVATION DATE: 9/12/2017 SCALE: 1/4" = 1'-0" DRAWING No: EXISTING STUDS CREE FORENSICS ADD NAILER STUD AT A JENSEN HUGHES COMPANY SHEATHING SPLICE LOCATION, MATCH EXISTING STUDS AND FASTENERS /\ 111 4636 N.WILLIAMS AVE PORTLAND,OR 97217 n WWW.CASE4N6.COM PHONE: (503)736-1106 FAX: (503)736-1051 EXISTING SHEATHING SHEATHING SPLICE LOCATION REPLACE SHEATHING IN LIKE KIND W Wce 0 _ WALL SHEATHING SPLICE DETAIL SCALE: 1-1/2" = 1'-O" cc;' W = c.i 1/4-JCV O% J W_ CD Q o D �O i �O Q 5.0,,UCTUpAi <x GIN� , fos 84174PE 71r. -f 5 OREGON , q�9y 11,2 'c~� '9NORE`N° EXPIRES:)213+ 17 CASE No: 201607 PREPARED BY: MKA DRAWN BY: RDC REVIEWED BY: MAB DATE: 9/12/2017 DRAWING No: Of?-�v3c1 ALL CONSTRUCTIONoFfit ,;-yopy y(/ I EXTENT OF HEADER(TWO BRACED WALL SEGMENTS) ► T - F EXTENT OF HEADER(ONE BRACED WALL SEGMENT) I+ �} 1 :