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Plans (42)
1 . RE ;EOFFICE COPY OCT 27 2015 , CITY KLEVE FIRE REPAIR 8u111fflvsJoN f�•m BUILDING DESCRIPTION: THE HOUSE ISA 1,505 SQUARE FEET,ONE STORY,WOOD FRAMED RESIDENCE BUILT IN 1970. THE HOUSE IS DIRECTIONRECTANGULAR IN PLAN;74 FEET LONG IN THE EAST-WEST 33 FEET WIDE IN THE ORTH SOUTH DIRECT ON. THE ROOF ISG BL D W TH THEAN EAST-WEST ORIENT D RIDGE AND A C la 5 E GABLED DORMER CENTERED ON THE FRONT OF THE HOUSE. THE ROOF IS FRAMED WITH METAL PLATE F G R E N S X C 5 OWNER: RUSSELL KLEVE CONNECTED TRUSSES AT 24 INCHES ON CENTER AND SHEATHED WITH PLYWOOD SHEATHING. THE ADDRESS: 12475 SW 124TH AVE WALLS ARE 2X4 STUDS AT 16 INCHES. PORTLAND,OR 97223 4636 N.WILLIAMS AVE. PROPERTY ID: R472I70 DAMAGE DESCRIPTION: THE HOUSE EXPERIENCED A FIRE THAT DAMAGED THE ROOF FRAMING AND SHEATHING,EXTERIOR WALL PORTLAND,0R 97217 &MAPTACLOTN: SINGLE B01000 FRAMING AND SHEATHING AT THE CENTER OF THE SOUTH ELEVATION AND TWO CENTRAL INTERIOR WWW.CASE4N6.COM OCCUPANCY TYPE: SINGLE FAMILY RESIDENTIAL ZONE: R-4.5(HD( PARTITION WALLS. PHONE (503)736-1106 CONSTRUCTION TYPE: V-B FAX: (503)736-1051 PROJECT SCOPE: REMOVE AND REPLACE THE ROOF FRAMING,ROOF SHEATHING,AND DAMAGED WALL FRAMING. THIS CITYCITY OF�' I A Rti REPAIR USES LIKE KIND AND QUALITY MATERIALS. 1 1 11J111W THE OCCUPANCY,BUILDING HEIGHT,FOOTPRINT,UTILITIES,AND IMPERVIOUS AREA REMAIN UNCHANGED.NO EXCAVATION IS INCLUDED IN THIS PROJECT. REVIEW D FOR CODE COMPLIANCE N Approved: I ^ = 0. o 0 I C: [ I - °` 0 .O ZW Permit #: Y�,t-f',QnI4 - nn 1-1-* R • .. - Address: I. 7 s ti.t l a 4- Av W a _ -K = :3 Suite #: L. ¢ .. 3y: Ll- Date: )_ 3 `° J LL A- :T' a Lu / / L ,, eYe •-,-- h3:" $___;.. �y S1Mk 6kP H S','s _ la'a W �" 'H%WMnt§s" M 1633(5 Nb:'i IH33 s C�E N 2�.9 ...,I 111,,P!.,1,- a Y �0ulicelalaw o RESIDENCE '1011,1,V. alit° .` r;...' - PROPERTY LINE Leb- W g.' po AREA OfWORK �0.3C7. � \ 5 malum w 6 EA Pr L 6 4339 -y. Np1 0 y"l 50,/ x - p r --1-'''45 / �, 4339 }t i - :::4:: eh{t ORE6oI�/.. 'Q 'Z '‘ s i l2 �I EXIST. g �04..8,20� h II 124 ag V1," AVIS ,s r au. ,v CONC. rR s" ,i ° ' DRWY. \ frtENEWS: 6/30/2018 \l%/ \ilt \� ° ..�. CASE NO: 2614013 PREPARED BY: PTS DRAWN BY: PTS * _ REVIEWED BY: MAB DATE: August 26,2016 VICINITY MAP t SITE PLAN(SCALE 1/32"= 1') DRAWING No: S1 a, PROJECT NOTES: ,,, GENERAL -: 1. THESE GENERAL NOTES APPLY,UNLESS SPECIFICALLY NOTED OTHERWISE...' 2. ALL CONSTRUCTION,TESTING AND INSPECTING SHALL CONFORM TO THE BUILDING CODE REFERENCED BELOW. 3. STANDARDS REFERENCED IN THESE NOTES SHALL BE THE LATEST EDITION,UNLESS OTHERWISE NOTED. I, 4. THE NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THE GENERAL NOTES AND TYPICAL DETAILS. 5. DETAILS SHALL BE APPLIED TO EVERY LIKE CONDITION WHETHER OR NOT THEY ARE REFERENCED IN EVERY INSTANCE.FOR CONDITIONS NOT SPECIFICALLY SHOWN,PROVIDE ENGINEER WITH WRITTEN REQUEST FOR INFORMATION.)RFI). ..'n 6. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING FEATURES AND CONDITIONS(DIMENSIONS,ELEVATIONS,ETC.)UPON WHICH THESE DRAWINGS RELY. 7. OMISSIONS OR DISCREPANCIES BETWEEN THE VARIOUS ELEMENTS OF THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK. CREE 8. DO NOT SCALE DRAWINGS. 9. DURING THE CONSTRUCTION PERIOD,THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF PERSONNEL AND PROPERTY ON AND AROUND THE JOBSITE.THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING,BRACING,GUYS,ETC.IN ACCORDANCE FORENSICS WITH ALL NATIONAL,STATE,AND LOCAL SAFETY ORDINANCES. 10. THE DRAWINGS REPRESENT THE FINISHED STRUCTURE.THE METHODS,PROCEDURES,AND SEQUENCE OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR.THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. 11. MAINTAIN CLEANLINESS DURING THE COURSE OF CONSTRUCTION IN ALL PARTS OF THE PREMISES. 4636 N.WILLIAMS AVE. 12. THESE CONSTRUCTION DOCUMENTS ARE LIMITED TO THE AREAS OF WORK SHOWN.STRUCTURAL CHECKS FOR GRAVITY AND LATERAL LOADING HAVE NOT BEEN PERFORMED ON OTHER AREAS OF THE STRUCTURE. PORTLAND,OR 97217 13. CASE FORENSICS SCOPE OF SERVICES ARE LIMITED TO THE STRUCTURAL ASPECTS OF THE WORK SHOWN.ARCHITECTURAL BUILDING ENVELOPE,MECHANICAL,ELECTRICAL,ENERGY,INSULATION,VENTILATION,ETC.DETAILS ARE NOT INCLUDED IN THESE WWW.CASE4N6.COM DOCUMENTS. 14. SMOKE REMEDIATION BY OTHERS. PHONE (503)736-1106 FAX: (503)736-1051 STRUCTURAL DESIGN CRITERIA 1. BUILDING CODE:2014 OREGON RESIDENTIAL SPECIALTY CODE 2. DEAD LOADS: SELF WEIGHT OF STRUCTURE 3. LIVE LOADS: ROOF: 20 PSF SNOW: 25 PSF 4. WIND DESIGN DATA: M N RISK CATEGORY: II N = WIND EXPOSURE CATEGORY: C cr. o ce I WIND PRESSURE: 18 PSF Q 5. SEISMIC DESIGN DATA: 0 SOIL CLASS= D(ASSUMED) Z W SDS= 0,705 C oc SDI= 0.430 Q1— z_ SDC: D-1 O N FRAMING LUMBER: LL� d CC :3 1. FRAMING LUMBER GRADES:WWPA GRADING RULES-OS.STRESS VALUES SHOWN ARE BASE MEMBER VALUES: Q A. ALL FRAMING MEMBERS TO BE DOUG FIR OR HEM FIR No.2,S.DRY,Fy=850 PSI MINIMUM. W Q z B. ALL FASTENERS AT PRESSURE TREATED LUMBER SHALL BE HOT-DIPPED GALVANIZED. Ce x tD F- 2. PREFABRICATED WOOD ROOF TRUSSES: LJ—, N Q A. DESIGN AND FABRICATION SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION"AND THE"ANSI/TPI 1-NATIOINAL DESIGN STANDARD FOR METAL-PLATE-CONNECTED WOOD W L" TRUSS CONSTRUCTION". v ae B. SUBMIT SHOP DRAWINGS WITH A COMPLETE SET OF STRUCTURAL DESIGN CALCULATIONS STAMPED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF OREGON TO CASE FORENSICS FOR REVIEW,MINIMUM OF 72 HOURS PRIOR TO '-u W ^ vx LD FABRICATION.DESIGN OF THE ROOF TRUSSES SHALL BE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. O..J v C. CONNECTOR PLATES USED TO MANUFACTURE THE TRUSSES SHALL BE APPROVED BY A CURRENT ICC RESEARCH RECOMMENDATION.A COPY OF THE APPROVED ICC REPORT SHALL BE INCLUDED IN THE SHOP DRAWING SUBMITTAL. OC CV g D. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MINIMUM DEAD LOADS: TOP CHORD:10 PSF BOTTOM CHORD:10 PSF(20 PSF FOR STORAGE AS REQUIRED BY CODE) E. TRUSS DEFLECTION LIMITS: LIVE LOAD=L/360 �jt�CT��/Jpp� "y ope DEADTRUSS SPAN IN INCHES ss.G40 � �PR sd' F. TRUSSES SHALL BE DESIGNED FOR A NET UPLIFT PRESSURE OF 10 PSF. 743 9 G. DESIGN OF THE TRUSSES SHALL INCLUDE EFFECTS OF ANY JOINT ECCENTRICITY. // H. PROVIDE TRUSS BRACING PER TRUSS MANUFACTURER AND BCSI 63. 0 OKE h' 3. STRUCTURAL SHEATHING: 9K '�d4.6,20`f'� A. ALL PLYWOOD SHALL BE OF MINIMUM 5 PLY CONSTRUCTION.EACH PANEL SHALL BEAR THE QUALITY TRADEMARK STAMP OF THE"APA-ENGINEERED WOOD ASSOCIATION". AVIS SP B. THICKNESS TO MATCH EXISTING,15/32 MINIMUM. C. ROOF SHEATHING TO HAVE A MINIMUM SPAN RATING OF 24/16. RENEWS: 6/30/2010 4. JOIST HANGERS AND FRAMING CONNECTORS: A. DETAILS ARE SHOWN WITH SIMPSON"STRONG-TIE"CONNECTORS.NAILING SHALL BE PER ICC RESEARCH RECOMMENDATIONS TO ACHIEVE FULL ICC APPROVED LOADS. B. ALL HANGERS TO BE SELECTED TO MATCH SIZE OF SUPPORTED MEMBER AND SHALL HAVE FULL NAILING AS SHOWN IN THE ICC REPORT. CASE No: 2674013 C. ALL CONNECTORS AT PRESSURE TREATED LUMBER TO HAVE"Z MAX"GALVANIZED COATING. PREPARED BY: PTS DRAWN BY: PTS REVIEWED BY: MAB DATE: August 26,2016 DRAWING No: S2 D c, :3' R C IT r f, 'Il.(-: GREE FORENSICS 4636 N.WILLIAMS AVE. / \\ 74'V.I.P. / PORTLAND,OR 97217 WWW.CASE4N6.COM \ EXIST.FOUNDATION,TYP. PHONE (503)736-1106 FAX: (503)736-1051 , \\J—, BEDROOM BATH KITCHEN M N BATH - a ,y o 0 r , � , CC z �~�., ' Q .. ne ..... = ., .. _ I. N i ` GARAGE u�_E o0 EXIST.BRICK a L P MASONRY F 'EPLACE _ ce BEDROOM BEDROOM EXIST.WALL,TYP. N 3 W 3 � W W ^ a c� L — — —1— . — ,—,� KITCHEN '� -LL 1 \ a CN ,.-1% I;I a.,.,...,,.„„„,,,1�i\\ `r�Tr!"IN.INSULATION � _ J g.SpuCTu, @ EXT.WALL,TYP. 4700 PRopFsdi S74339 ® INDICATES EXTENT OF 2X4 @ 16”STUD WALL FRAMING • yO '' ' TO BE REMOVED AND REPLACED. vce *8,26h, 1761Vis 8,2h AVIS SP Q INDICATES WINDOW SILL TO BE LOWERED TO LESS RENEWS: 0/30/2018 THAN 44”ABOVE THE FLOOR. CASE No: 2674013 PREPARED BY: PTS DRAWN BY: PTS REVIEWED BY: MAB /% DATE: August 26,2016 1 . FOUNDATION PLAN 1,8"=1%_0” kDRAWING No: S3 , 100A GREE ®> FGRENEXCS 1 0 / 4636 N.WILLIAMS AVE. PORTLAND,OR 91217 ' I L WWW.CASE4N6.COM PHONE: (503)736-1106 FAX (503)736-1051 a ci p ,0 Wm �o wN '0 GI- © 0(L' _ H \ e 0 "~ F.5© `�~EXIST.CHIMNEY 6-O cc,s GIRDER TRUSS - ^cr. o c. RIDGE �. m Q d'CD o , 00 a oe •N• _ ♦�♦��_ N o N o GABLE WALL BRACE,3 CI- o N / m y ♦�♦�� m d. m a .., LOCATIONS THIS WALL, R1J ♦♦♦♦♦♦♦. N 2 N Imo/ GABLE WALL BRACE,3 u 4►♦i♦i♦i♦i♦i♦i♦i4 ~§ 1-o SPACE EQUALLY,SEE 3/S5 Yr_ ♦1♦♦♦ ♦♦�♦ A.IJ a LOCATIONS THIS WALL, ♦j♦��j♦j♦�♦ ♦�♦��j♦�♦� ,,? ♦�►♦♦♦♦ o ♦ ♦♦ SPACE EQUALLY,SEE 3/S5 ♦♦♦♦'►♦♦ ♦• / �� ♦♦♦♦��,� ♦♦� GIRDER • G LL aTRUSS \ \ ___ ,�„\ TRUSS C "'W :n.1-- a \\\` n ©24"O.C. a v GABLE TRUSS EXIST.WALL BELOW,TYP. -GABLE TRUSS 2-2X8 HEADER,MAX GABLE WALL yc CTu LENGTH 10'-6" BRACE,SEE 3/S5 GABLE TRUSS SSD mopes HEADER SCHEDULE @ 5 ,„ EXTERII]R WALLS _ /4339 LE MAX, WALLS / 4339 INDICATES EXTENT OF 2X6 @ 24"O.C. RAFTER OVERFRAMINGTM HEADER y�o oN` y/ R-49 MIN.CEILING INSULATION,TYP. 4-0 z�zx�iano 9�rRAVlss 6-6' HT1 1AL) — • RENEWS 5/38/20sa CASER '... qo J ,, r R,-,4,--f ,/,:,-t- , 1 v. ÷ ,D n No: 2674013 R !_, /' , y i PREPARED: PTS PTS I`7_. DRAWN BY: ��� �- REVIEWED BY: MAB jj DATE: August 26,2016 1 • ROOF PLAN 1/8"=1'-0" k DRAWING No: S4 _ 12 j I 4-1/2 MATCH EXIST. OMIT TAIL A' GREE .....-- 8c1@ 6"TO 2X VENTED 2X BLOCKING / FORENSICS BLOCKING H1 27'V.I.F. J2' 4636 N.WILLIAMS AVE. SHEATHING .. �j��� R-49 INSULATION MATCH PORTLAND,OR 97277 / .iliI 1!1!1!1!11"1!1■ EXIST. PHONEW (30)736-106 M PER PLAN (503)736-1106 FAX: (503)736-1051 BAFFLE TRUSS A (A') TRUSS SHEATHING WALL FRAMING �., N 12 `" Z I4-1/2 MATCH EXIST. C3 C .o z '- ® a Q s=-- z 2 EAVE DETAIL .I' W a � 25' V.I.F. il, 4' Ce ,. I Q MATCH EXIST. LI.. N LLI r_ TRUSS B a Q " 2X4 BLOCKING d W/A34 EA. SHEATHING 2X4 OUTLOOKER SIDE,EA.END p@ 24 O.C. , 12 �` PROFFs� 4-1/2 MATCH EXIST. ��s(3)16dNI GABLE TRUSS //74 9 NOTCH AT • a � OUTLOOKER GIRDER GIRDERjr l' ✓o 8, ,i..0" r GIRDER TRUSS TRUSS 1AVIS$1 TRUSS RENEWS: 5/3o/2a18 2x4 BRACE 'll dl, 10'V.I.F. 14'V.I.F. )11hTj CASE No: 2614013 TRUSS GBC,EA.SIDE J PREPARED BY: PTS w NOTE:WEB LAYOUT BY DRAWN BY: PTS MANUFACTURER. TRUSSC & C' REVIEWED BY: MAB WALL FRAMING DATE: August 26,2016 3 GABLE END BRACE ilr r A. = -o• 1 TRUSS ELEVATIONS DRAWING No: S5 R III IIiIIiTiT1IiI ,,,,cti C t40170r-4 4'3 X 1.7 7,,..0‘.7t5.,ts4..3 <,... 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